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HomeMy WebLinkAbout42309-Z �ufFot,� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISE WITH ONE SET OF APPROVED PLANS AND SPECIFI ATIONS UNTIL FULL COMPLETION OF THE WORK AUT RIZED) Permit#: 42309 Date: 1/19/2018 Permission is hereby granted to: Baker, James & Diane 52 Armand Rd Ridgefield, CT 06877 To: construct single-family dwe/app.1ior per SCHD, Trustees & DEC Non-Jurisdiction letters. At premises located at: Pvt Rd Off E End Rd, F' hers Islan SCTM # 473889 Sec/Block/Lot# 10 5-12.26 Pursuant to application d ed 11/15/2017 and approved by the Building Inspector. To expire on 7/21/20 9. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,997.20 CO -NEW DWELLING $50.00 Total: $3,047.20 / t r ui ng Inspector Form No.G TOWN OF SOUTHOLD ED BUILDING DEPARTMENT TOWN HALL NOV 2 765-1802 2017 ' APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with t e oll�owtfl � 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. I 1-1 6-1 I New Construction: Old Pre-existing Building: /� (check one) Id 1,e _ Location of Property:PA& a v` �� EC1�E4 rC Y� a kk House No. St eet /^� Hamlet `�r 4- "u Owner or Owners of Property: Ct 5 Cot Suffolk County Tax Map No 1000, Section � Block Lot ra - d,� Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Tempo rar Certificate Final Certificate: (check one) Fee Submitted: $ App ica Sign ture JACOBSON STRUCTURES LLC Deep River, CT Ph. 860.575.3172 Justin@jacobsonstructures.com January 15, 2018 John Doyle Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, CT Regarding: Baker Residence at Brick Yard Road Block 44 Lot 6, Fishers Island, NY John: The above referenced residence has been designed in accordance with the 2015 International Residential Code as adopted by New York State. This is noted on sheet S0.0. The wind speed in note 4 under general notes is the nominal wind speed and is equivalent to the ultimate wind speed of 140 mph per table R301.2.1.3. Sincerely, OF Ncz `P �NUTER✓q y� r m A 090617-� 90. 8 10NP� Justin Jacobson PE PA JAN 1 7 2018 TOWN OF SO THOLD Basco Residence at 2 Knapps Park Drive, Fairfield, CT December 8,2016 Structural Review of Steel Beam Page 1 of 2 FIELD INSPECTION REPORT DATE COMMENTS • VJ b FOUNDATION(IST) C ------------------------------------ 'FOUNDATION (2ND) �O C ROUGH FRAMING& y PLUMBING � --� 4� Q INSULATION PER N.Y-. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS . � z td 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 Z Survey423H . Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Stone-Water Assessment Form Contact: ,/ _ Approved 20J9 Mail to: �'� �/�',7T�/_fr , d , Disapprov9. ed a/c �0 .&x oho /i3"/'�/5 .�/��� I Phone: r 'r -7 U uildmg Inspector NOV 1 3 201,7 APPLICATION FOR BUILDING PERMIT BUIL DING DEPTH. Date / 20-(-7- TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. . b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance'of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy.. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim the Building Inspector may authorize,in writing,the'extension of the permit for an addition six months.Thereafter,a new,permit shall,be required. APPLICATION IS HEREBY MADE to the Building Department for the,issuance of a Building Permit pursuant,to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building'code,housing'code;and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. sic T)q c�(Signature of applicant or names if a corppoorrattiQon)) ) (Mailing address,of applicant) D '3cl State whether applicant's owner,less e,agent,ar hitect,59 general contractor,electrician,plumber or builder Name of owner of premises V t K e, (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. 41/,5-� Plumbers License-No: ,3���S— iti�1•� Electricians License No. �9'�F Al Other Trade's License No. %U/ - .0 1. Location of 1 which proposed or wi be done: sYS LG lG t ` House Number Str t Hamlet l / County Tax Map No. 1000 Section ` _Block Lot ( � l� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises Ad inten=11D d�occ ancy of proposed construction: a. Existing use and occupancy ��( G b. Intended use and occupancy e—S d Qt, 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work . 4. Estimated Cost Fee (Description) (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 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front ; - 4 'Rear-" Depth Height Number o Stories rr-- 8. Dimensions of entire new construction:Front Q r I9 Rear C� f + Depth Height R R I O �` Number of Stories-' 9. Size of lot:Front Rear Depth U 10.Date of Purchase Name of Former Owner 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 14.Names of Owner of remises p Address Phone No. Name of Architect �Q h Addressl F 9kh Phone No_-�a6 3' 'L 31 &O-o/ Name of Contractor s Address 1 Phone No. mid 798 785 11 15 a.Is this property within 1,00 feet of a tidal wetland or a fresliwater'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_Z *IF YES,PROVIDE A COPY. STATE-OF NEW YORK) SS: COUNTY OOFFy�, .. do being duly sworn,deposes and says that(s)he is the applicant (Name 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. Sworn to before me this Zday of lady' 20/{ o Public of 4R-41ZL R 3 Si e of Applicant r J s 4 (/Ty Michael J.Domino,President SO Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith •' a� Telephone(631)765-1892 A.Nicholas Krupski !i�'COU "Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 14, 2017 Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: JAMES M. & DIANE M. BAKER BRICKYARD ROAD, FISHERS ISLAND SCTM#: 1.000-10-5-12.26 Dear Mr. Just: The Southold Town Board of Trustees reviewed the project plan prepared by CME Associates Engineering, dated December 23, 2016, and determined that the proposed construction of a single family dwelling, associated sanitary system, garage, driveway and to install underground utilities is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd New York State Department of Environmental Conservation Division of Environmental Permits; Region 1 SUNY @ Stony Brook v 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 _ Website: www,dec.nkgoy LETTER OF NO JURISDICTION February 22, 2017 James&Diane Baker 52 Armand Road Ridgefield, CT 06877 -- - Re: NYSDEC 1D-#1=473&04520/00001 _.__ ..._. ...__ .._..__ _..... Brickyard Road Fishers Island, NY 06390 SCTM#1000-10-5-12.26 Dear Mr. &Mrs. Baker: Based on the information you submitted, the Department of Environmental-Conservation has determined that the area shown landward of the"TOP OF BANK"as shown on the survey by CME Associates Engineering, Land Surveying &Architecture, PLLC, as last revised 02/14/17, is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no NYSDEC Tidal wetland permit is required for project activity proposed landward of the"TOP OF BANK". Be advised, no construction, sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction'which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area)or erecting a temporary.fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve yo f the resp�ons- ' o obtaining an ecessary permits or approvals from other agencies or local m nici alitie ince e i o ie and Deputy Permit Administrator cc: JMO Environmental Consulting NYSDEC Bureau of Marine Habitat Protection File Scott A. Russell , SUPERVISOR I��1[A\1NA\cG IEl� IElvT z. SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town Of Southold Ol. CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET NOV 27 ( TO BE COMPLETED BY THE APPLICANT ) DOES TMS PROJECT' INVOLVE ANY OF THE FOLLOWING Yes No (CHECK ALL THAT APPLY) 0❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 0❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 0� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 0❑ 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 witFyour Building Permit Application. APPLICANT: (Property Owner,Dest Profes�lonal Agent.Contractor,Otherl S.C.T.M. #: 1000 Date: James M. & Dia e M. Baker District NAME: c/o Richawl H. Strouse, P.E.L.S. 010 5 12.26 11-06-2017 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Informatiom 8 6 0—8 8 5—10 5 5 ,, A Reviewed By��,�N� IJL. - - — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — FIDCO- Block 44 Lot 6 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Brickyard Road Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 * subdivision pending APPLICANT: S.C.T.M.": 1000 s; CHA�'TER 6 (Property Owner,Design Professional,Agent,Contractor,Other) —�— aQ.. k James M. & Diane M. Baker 010 5 12.26 Stormwater Managoment.Control Plan CHECK LIST c/o Richard Strouse P.E.L.S. NAME: P1mx Prex Section Block Lot S MCP ,-Plan Requirements: Provide ONE copy of the Building Permit Application. - � Date: >k The applicant must provide a Complete Explanation and/or Reason for not providing 860-8e5-1055 Ig, all Information that has been Required by the following Checklist! 4t tune e TNegwn Nm ii—itK 11-06-2017 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: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries X 11 b. Total Site Acreage. x c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). x DRAINAGE C-T`ll0NS ARE RE d. Test Hole Data Indicating Soil Characteristics&Depth to.Ground Water. x contactUIRED e. Limits of Clearing &Area of Proposed Land Disturbance. 0 Bac a -1560 before f. Existing&Proposed Contours of the Site (Minirnwn 2'huervais xthe Enginedrpier's Certificati on g. Location of all existing& proposed structures, roads, s been installed to cocle driveways,sidewalks, drainage improvements&utilities. x �� h. Spot Grades&Finish Floor Elevations for all existing& O proposed structures. x 1. Location of proposed Swimming Pool and discharge ring. 00 no pool planned l Location of proposed Soil Stockpile Area(s). X 00 k. Location of proposed Construction Entrance/Staging Area(s). x 0 U14 nFc i7w 1. Location of ro osed concrete washout area(s). X �0 EROSION M. Location of all proposed erosion&sediment control measures. x �0 Shallnc-ludCONTROLS 2. Stormwater Management Control Plan must include Calculations showing e but not be limited toBUILDING • that the stormwater improvements are sized to capture,store,and infiltrate eclConstructio TOWN O SU on-size the run-off from all impervious surfaces generated by a two(21 inch X 0�� Wire I encin sta ' rainfall/storm event. . exposed and 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. X b. Construction Entrance&Site Access. X c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) x 0 d..Leaching Structures (e. .infiltration basins,swales,etc.) X FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. a Appioved By: — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. ,bate: L ! SMCP has been approved by the Engineering Department. FORM SWCP Check List-TOS*MAY 2014 Z & S CONTRACTING, INC. BOX 202• FISHERS ISLAND, NEW YORK 06390 Tel:(631)788-7857• Fax:(631)788-5600 November 8, 2017 Mr. Michael Verity Town of Southold, Bldg. Dept. NOV3 2017 DD PO Box 1179 Southold,NY 11971 BUILDMIG DE'P'P, TOWN OF SOU THOLD Ile: .Building permit applications Dear Michael, Please find enclosed the (2) permit applications to go with the rest of the information I gave you at the firehouse last week. Th o Paul Contillo Baker-new residence F77 DD �r November06 2017 NO — 9 2017 CMEMichael Verity, Building Inspector ""'''J�• Town of Southold Building Dept. " v'L Asa+SOUTHOLD Town Hall Annex Building Architecture 54375 Route 25 Engineering PO Box 1179 Planning Southold, NY 11971 Land Surveying Re: Baker-new residence SUM#1000-010-5-12.26 Environmental Services Dear Mike: Enclosed please find the following: 1. 4 copies of our site plan showing the proposed residence. 2. 1 copy of the stamped approved plan from the Suffolk County Department of Health Services. 3. Storm water Management Work Sheet 4. Storm water Management Control Plan Check List. 5. Letter of Non-Jurisdiction from NYSDEC. 6. Letter of Non-Jurisdiction from Southhold Trustees. Please contact me if you have any questions or need any additional information. Yours truly Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com Cc: Z&S Contracting Inc. CM E Associates Engineering, Land Surveying,&Architectu re, PLLC. % 860.928.7848 ® www.cmeengineering.com A 32 Crabtree Lane,PO Box 849,Woodstock,CT 06281 Commitment, Meaning&Excellence. In All We Do. ;t 2 CME Commitment, Meaning&Excellence. In All We Do. Doyle Coffin Architecttmc,LLC P 1.58 Danbury Road W Ridgefield,Connecticut 06877 ® 203 1 431 16001 203 1 431 19764.fax DOYLE I COFFIN i,ifo@(Ioylcceffinarcl,itectitre.eo„ii ARCHITECTURE doylrcol7inarehitecture.coui exceptional architectural design since,1973 TRANSMITTAL Date: Tuesday,January 16,2018 Page 1 of 1 To: Amanda Nunemaker Town of Southold Building Department Town Hall Annex Building 54375 Route 35 Southold,NY 11971 Phone Number: (631)765-1802 Project Name: Baker Residence Job Number: 813-2 Delivery Method: FedEx We are sending the items listed below: Quantity Date Description 4 01/16/18 Construction Documents-Revision [1] Sheets 1 01/16/18 Transmittal Copy 1 01/16/18 Engineering Compliance Letter 1 01/16/18 REScheck Compliance Report JAN 1 7 2018 TO-4 OF SOT7I'R3LD Copy: File Signed: Valmar T. Franca,Jr. 431.6001 x107 David D.Coffin,Founder P ice 1'.Coffin,Partner John M. Doyle,,Pari.ner Eric E.Flanders,Associate i Baker-new residence ® December 13,2017 CMEMichael Verity, Building Inspector Town of Southold Building Dept. Town Hall Annex Building Architecture 54375 Route 25 Engineering PO Box 1179 Planning Southold, NY 11971 Land Surveying Re: Baker-new residence SUM#1000-010-5-12.26 Environmental Services Dear Mike: Our site plan has been revised to show the new location for the garage. Enclosed are 4 copies for your use. Please contact me if you have any questions or need any additional information. Yours truly Richard H. Strouse, P.E.L.S. Email.rstrouse@cmeengineering.com DEC 2 0 2017 - TO"OF SOU I HD LD C M E Associates Engineering, Land Surveying,&Architecture, PLLC. % 860.885.1055 ® www.cmeengineering.com AA 33 Wilbur Cross Way,Suite 105 P.O.Box 535 Mansfield CT 06268 Commitment, Meaning&Excellence. In All We Do. r' NYS UNIFORM FIRE PREVENTION AND BUILDING CODE COMMERCIAL&MULTIPLE DWELLING OCCUPANCIES NYS BUILDING CODE(B) NYS FIRE CODE (F) Owner/Project: NYS PLUMBING CODE (P) Building location: NYS MECHANICAL CODE (M) Date: NYS FUEL GAS.CODE (FG) Reviewer: NYS ENERGY CODE (E) No Topic Section Req'd or Allowed Actual 1 Occupancy B-302 2 Type of Construction Materials Comb/Non B-602 Fire Resistance B-Table 601 Structural Frame Bearing walls Floors Roof construction 3 Bldg Height&Area B-503 Tabular Height(feet) B-Table 503 Tabular Height(story) Tabular Area 4 Height Modifications Sprinkler Increase allowed B-504.2 Total Height Allowed 5 Area Modifications Area increase formula B-S06.1 Eq 5-1 Aa=(A,+[A,x/f]+ [A,x/JI Frontage Increase B-506.2 Eq 5-2 if= [F/P-0.25]W/30 (P) perimeter of bldg (F)frontage of bldg (W) average width Min 20' Max 30' Sprinkler Increase B-506.3 Single story 300% (/,=3) Multi story 200% (/,=2) Total Area Allowed Page 1 of 10 No Topic Section Req'd or Allowed Actual 6 Area Determination 506.4 3 stories or more (Cumulative) 3 x Aa= Mixed Occupancy 506.4.1 Non-separated Most restrictive x 3 Separated uses Sum of Ratios x 2 (2 story) X 3 (3 story) 7 Multiple Use Bldg Incidental Use Areas B-508.2 No effect on Bldg Area B-Tb1508.2 Separate/Protect Mixed Occupancy 508.3 Accessory Occupancy 508.3.1 <10%, no effect on area Story height limited-T503 Non-separated 508.3.2 Most restrictive height and building area Separated Uses 508.3.3 Sum of Ratios<1 Rating required Tbl 508.3.3 8 Atriums B-404 Definition B-404.1.1 Sprinkler Protection B-404.3 Smoke Control B-404.4 Enclosure B-404.5 Interior Finish B-404.7 Travel Distance B-404.8 9 Location on Property Fire Separation Distance Wall rating B-Tbl 602 Exterior Wall Openings B-Tbl 704.8 Page 2 of 10 No Topic Section Req'd or Allowed Actual 10 Fire Rated Const'n Fire Walls B-705 Separate Bldgs B-705.1 Party Wall B-705.1.1 Fire Barrier B-706 Fire Areas B Tbl 706.3.9 Shaft Enclosure B-707 Fire Partition B-708 Smoke Barriers B-709 Opening Protectives B Tbl 715.4 Concealed Spaces B-717 If combustible construction Fire Blocking B-717.2 Draft Stopping B-717.3 Floors B-717.4 Attics 11 Interior Finishes Wall and Ceiling B-803.1 B-Tbl 803.5 Textiles B-803.6 Floor finishes B-804 12 Interior Environment Ventilation B-1203.1 Light B-1205.1 Min. Rm. Dimensions B-1208.1 Min. Ceiling Height B-1208.2 Page 3 of 10 No Topic Section Req'd or Allowed Actual 13 E its-Occupanf V B-Tbl 1004.1.1 (a) Egress Wi tli B-1005.1 (per occupant) B-Tb11005.1 Number of Exits B Tbl 1019.1 Spaces with one B Tbl 1015.1 Buildings with one B Tbl 1019.2 Ceiling Height B-1003.2 Egress Illumination B-1006.1 Emergency Power B-1006.3 Exit Signs-where B-1011.1 Emergency Power B-1011.5.3 13;.— greE' ss Component '(b) Doors J Door Size B-1008.1.1 t Door Swing 8-1008.1.2 OperaVow(locks) B-1008.1.8 "Panic Hardware B-1008.1.9 Stairs Width B-1009.1 Headroom B-1009.2 Tread/Riser B-1009.3 Vertical Rise B-1009.6 Handrails B-1012 13 Exit Access (c) Remoteness B-1015.2 Travel Distance B-1016.1 B-Tbl 1016.1 Corridors Fire Rating B-1017.1 -Tab 1017.1 Width B-1017.2 Dead ends B-1017.3 Page 4 of 10 No Topic Section Req'd or Allowed Actual 14 H/C ACCESS Exempt Spaces B-1103.2 Route B-1104.1 Multilevel exception B-1104.4 3000SF aggregate Public Entrances B-1105.1 60%accessible Parking B-Tbl 1106.1 Dwelling/sleeping units B-1107 Group R-1, R-2 B-1107.6 #/type of units B-Tb 1107.6.1.1 Additional Facilities B-1109 Toilet Facilities B-1109.2 15 Exterior Wall Water resistive barrier 1403.2 Condensation protection B-1407.3 Class III allowed B-Tab 1407.3.1 Combustible Finishes 1406.2 B-T 1406.2.1.2 Balconies& projections B-1406.3 16 Roof Assemblies Chapt 15 Performance Req'ts Section 1504 Gravel/Stone limitation B-1504.8 B-Tab 1504.8 Installation by Material B-1507 Page 5 of 10 17 Structural Documentation 1603.1 Topic Information required Designer documentation Required/Local conditions 1603.1.1 Uniform distributed Table 1607.1 Floor Live Concentrated Impact 1607.8 1603.1.2. Roof live 1603.1.3 Ground snow P9 Fig 1608.2 Roof snow Flat roof Pf ASCE 7 Sec. (Pf=.7 PfCeIC,) Exposure 7.3 Ce Importance I Table 7-2 Thermal C, Table 7-4 Table 7-3 1603.1.4 Wind speed Fig 1609 Wind loads Occupancy Category Tab 1604.5 Importance factor I ASCE 7, Tab 6-1 Exposure 1609.4 Internal pressure Components,Cladding Page 6 of 10 17 Structural Documentation 1603.1 Topic Information required Designer documentation Required/Local conditions 1603.1.5 Occupancy Category Table 1604.5: Earthquake Importance Factor I design Zip SS and Sl S, S1 Soils/Site Class SDC per Tab's 1613.5.6(1)&(2) Completed by CEO Sd,and Sal Site Sds SDC Seismic Design Cat'y Shc IN III IV Force resisting system A Design base shear B Response coef't, CS Response factor(s),R C Analysis procedure D E 1603.1.6 Flood Hazard Y/N FIRM/FBFM map date Flood load Elev'n lowest floor (1612.5) Elev'n dry floodproof High velocity wave Y/N Elev'n lowest horizontal member 1603.1.7 List loads and applicable Special code sections loads 1603.1.8 Submittal Required FOR: Special SDC$ C Resisting Sys Inspections SDC$ D Designated Sys (Seismic) SDC$ C Components Page 7 of 10 No Topic Section Req'd or Allowed Actual 18 Fire Protection Eq'p Supervisory Service B-901.6 Sprinkler Systems F/B-903 Where required F/B-903.2 Alt. Extinguishing Syst's F/B-904 Standpipe Systems F/B-905 Fire Extinguishers F-906 Fire Alarm Systems F/B-907 Where required F/B-907.2 Smoke Alarms F/B-907.2.10 Visible Alarms F-907.10.1 B-907.9.1 Smoke Control System F-909 Smoke Vents F-910 Kitchen Hood Ext' F-609.8 Page 8 of 10 No Topic Section Req'd or Allowed Actual 19 Plumbing Code Fixture Count P-Tbl 403.1 General Requirements Pipe Freezing P-305.6 Pipe Hangers P-Tbl 308.5 Water Supply Service Pipe Size P-603.1 Fixture Pipe Size P-Tbl 604.5 Pipe Material P-Tbl 605.4 Valves required P-606.1, 606.2 Sanitary Drainage/Vent DWV Pipe Material P-702 Drain Fixture Units P-Tbl 709.1 Bldg Drain Sizes P-Tbl 710.1(1) Stack and Branch size P-Tbl 710.1(2) Fixture vent location Waste Vent Size P-Tbl 906.1 Air Admittance Valves P-Tbl 910.4 P-917 20 Mechanical Code Ventilation Rates M-Tbl 403.3 Propane Ventilation M-502.9.10.1 Dryer Exhaust M-504 Kitchen Exhaust M-506 Kitchen Hoods M-507 Type 1 hood Kitchen Make-Up Air M-508 Cooking Fire Supres'n M-509 Plenums M-602 `� Fire�&Smoke"Dampers 'M=607:5 Combustion Air M-701 Confined Spaces—Def. M-202 Page 9 of 10 No Topic Section Req'd or Allowed Actual 21 Fuel Gas Code Appliance Location FG-303 Combustion Air FG-304 Clearance Reductions FG-Tbl 308.2 Pipe Material FG-403 Shut Off Valves FG-409 Chimney Termination FG-Fig.503.5.4 Gas Vent Termination FG-Fig.503.6.4 Exit Terminal Location FG-503.8 Clothes Dryer Exhaust FG-614 Unvented Room Heater FG-621 22 Energy Code (a) '- Clllztate-2 a--") E-Tab 301.1 Compliance Path 9 ASHRAE ASHRAE 9 Prescriptive E-502-505 9 Total Performance E-506 (Mandatory issues) E-501.2 except 9 ComCheck Software 23 Energy Code Prescriptive (b) Building Envelope E-502 Opaque elements E-Tab 502.2(1) Fenestration E-Tab 502.3 Vapor retarder. E-502.5 Mechanical System- •E-503 Service Water Heating E-504 Lighting and Power E-505 Page 10 of 10 ` , . ^ v - RE c eck Software Version 4,6,4 ��/ li ance �mw �,��i��i �� � CNJ/ Project Baker Residence Energy Code: 2015UECC ^� �� J6N 1 7 �01g Location: Southold, Nem,York � --- Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,845, TOWINOF SOU]OBOOLD Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Brick Yard Road James&Dianeoake, John ovv|e Block 44 Lot* Brick Yard Road Doyle coffin Architecture Fishers Island, wrnsssn Block 44 Lot a zso Danbury Road Fishers Island, mYonsyo suioe'u Ridgefield, CTono77 203'431'6001 Compliance- Passes using'UA trade-off Compliance: zz.em Better Than Code Maximum ILIA: syz Your ILIA: sns Max/mumsxsc. 0.40 vou,sxoc. 0.28 The m Better m Worse Than Code index reflects how close to compliancethe house isuaedvnmue*aueonm/es. /t DOES NOT provide""estimate of energy use",cost relative t"°minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter First Floor:All-Wood]oistfTr ,s:overunconditivnedspace a'sus 30.0 0.0 0.033 aa Wall-South Elevation:Wood pmme, za^ D.C. z'uss 21.0 0.0 0.057 49 Window[e]:Wood pname:ovume Pane with Low-s 14 0.300 4 sHoc: o.2a Window[a]:Wood prame:ooume Pane with Low-s 14 0.300 4 sHsc: u.za Window[e]:Wood pnameooume Pane with Low-s 14 0.300 4 sHGC: n.aa Window[B]:Wood prane:oouNe Pane with Low-E 14 0.300 4 s*oc u.2* VVindmw[8]:Wood Frame:ooub|e Pane with Low's 14 0.300 4 sHsoo.aa Window[o]:Wood name:ovub|e Pane with Low's 29 0.270 8 sMGC: o.us Window[D]:Wood name:ooub|e Pane with Low-s zs 0.270 8 sHsc: o.ss vvindow[E]:Wood rrane:ovuble Pane with Low-E 7 0.270 z s*sc: o.ss Window[E]: Wood rrane:oouhle Pane with Low-E 7 0.270 z s*sc: o.ss Door[zoz]:Solid se 0.300 zu Project Title: Baker Residence Report date: 01/I5/18 Data b akerFishes )s|and\8l3'Construcdon Page lofll Administration\REScheck'8akerResiUence.rck Y e Gross Assembly Perimeter Wall-North Elevation: Wood Frame, 16" o.c. 1,058 21.0 0.0 0.057 41 Window[8]:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.26 Window[B]:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.26 Window[B]:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.26 Window[C]:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.26 Window[C]:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.26 Window[C]:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.26 Window[C]:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.26 Window[C]:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.26 Window[C]:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.26 Window[D]:Wood Frame:Double Pane with Low-E 29 0.270 8 SHGC: 0.35 Window[E]:Wood Frame:Double Pane with Low-E 7 0.270 2 SHGC: 0.35 Window[G]:Wood Frame:Double Pane with Low-E 3 0.270 1 SHGC: 0.35 Window[G]:Wood Frame:Double Pane with Low-E 3 0.270 1 SHGC: 0.35 Window[H]:Wood Frame:Double Pane with Low-E 12 0.330 4 SHGC: 0.28 Window[H]:Wood Frame:Double Pane with Low-E 12 0.330 4 SHGC: 0.28 Window U]:Wood Frame:Double Pane with Low-E 8 0.330 3 SHGC: 0.28 Window U]:Wood Frame:Double Pane with Low-E 8 0.330 3 .SHGC: 0.28 Door[116]: Glass 25 0.320 8 SHGC: 0.25 Door[117]: Glass 125 0.340 43 SHGC: 0.26 Wall-East Elevation:Wood Frame, 16" o.c. 1,134 21.0 0.0 0.057 60 Window[A]:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.26 Window[A]: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.26 Window[A]:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.26 Window[A]:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.26 Window[A]:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.26 Window[G]: Wood Frame:Double Pane with Low-E 3 0.270 1 SHGC: 0.35 Window[H]:Wood Frame:Double Pane with Low-E 12 0.330 4 SHGC: 0.28 Wall-West Elevation:Wood Frame, 16" o.c. 1,030 21.0 0.0 0.057 53 Window[A]:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.26 Project Title: Baker Residence Report date: 01/16/18 Data filename: G:\Projects\801-850-Jobs\813-Baker Fishers Island\813-Construction Page 2 of 11 Administration\REScheck-Baker Residence.rck 1 1 S Gross Area Cavity Cont. Perimeter Window[A]:Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.26 Window[A]: Wood Frame:Double Pane with Low-E 15 0.300 5 SHGC: 0.26 Window[C]:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.26 Window[C]:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.26 Door[112]: Glass 25 0.320 8 SHGC: 0.25 Ceiling/Roof: Cathedral Ceiling 4,208 49.0 0.0 0.022 93 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 beer designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory irements listed in he REScheck Inspection Checklist. Na/-me-Title/ ignature Date Project Title: Baker Residence Report date: 01/16/18 Data filename: G:\Projects\801-850-jobs\813-Baker Fishers Island\813-Construction Page 3 of 11 Administration\REScheck-Baker Residence.rck h A 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.27 0.35 Door 0.34 0.26 Heating&,Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments REFERENCE - cFPTIr SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE 0- To SET-OFF PLAN THEODORE N. DANFORTH PROPERTY AT FISHERS F�--- TocGR,':cnsTlNc KNOCKOUT INLET AND l - ID.NEW YORK SCALE 1"=100'CHANDLER, PALMER do KING NORWICH, PROVIDE- WOO GALLON SEPTIC TANK 1 5-0-� io cR%,DE PRmos6o GRADE w ~' '^'y"",o-;;"' C OUTLET OPENINGS 1 / JECTIC?MAY 1984. PROVIDE- 1 DISTRIBUTION BOX �` PROVIDE- 2 LEACHING POOLS(SEE DETAIL) ENDCAP TYPE a SIR 1x .CD d i E -ROPOSED LOT LINE CHANGE PREPARED FOR WALTER C.FLOWER III, n LEVELING DEVICES RIBS INSIDE 1 ER S ISLAND DEVELOPMENT CORP.JAMES M.-BAKER 81 O%NE M. BAKER INVERT ELEVATIONS- 1 f { :K 44 FISHERS ISLAND, NEW YORK.CME ENGINEERING, LAND SURVEYING& DBOX INLET-41.00 O 4•-a •o-x w �_ 6 ~U m IITECTURE,PLLC FORMERLY CHANDLER, PALMER&KING. 110 BROADWAY DBO%OUTLET- 40.83 MINNN INLET + + 1 . C ro U E NIGH,CT. 06360.DATE 02/19/2008.SCALE: 1"- 60'.SHEET 1 OF 1. LEACHING POOLS INLET- 40.50 ,w OUTLET I-a- - 2'MIN• \ •o-e a \ 111/ 1 LU FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY,NEW YORK(ALL �f}�y❑� IE}❑��I'Irpp-.I1'Ilp�•.'�1�}❑[{5] .1 T I/ co 1.) FI C7�ON O❑ � I LU L a 2 Sol TIONS)PANEL 19 OF 1026 MAP NUMBER 3610300019H REVISED n 1\ , a ❑o 000❑❑ 1� LJJ J SITE FW- 3w ,EMBER 25,2009. LEGEN� II BAFFLE REQUIRED ' Q '^I`6•-6"-+I IF INLET PITCH EXCEEDS CAST `DARBIES / •' w-I - OOASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK PROPERTY LINE i 1/2'PER FOOT - C� NTY,NEW YORK PHOTO NO.38-889-83 SHEET 46-Fl OF 49 APPROVED ABUTTERS LINE -- PLAN CONCRETE COVER$ \CO M w 9/88 REVISIONS 10 28/91. EDGE OF GRAVEL -------- ,n LEACHING POOL DETAIL v//L- •,a w-'• �rn / --- -------- TYPICAL DISTRIBUTION BOX PLAN - N 8 a EXISTING CONTOUR ---2O--- HIGHEST EXPECTED GROUND WATER NOT TO SCALE NOT TD SCALE ••-16 V! R N PROPOSED CONTOURIM 3 STONE WALL f ✓ .•.y THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED TREE LINE (\ram. \ •FI W (� OT EON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO NOW OR FORMERLY N/F PROPOSED `ROOF LEADER COVER LOCKING CASTING ` ..-n NEEN THE CLIENT ANO THE SURVEYOR EXCEEDS THE SCOPE OF THE BOUNDARY POINT O RESIDENCE TO GRADE TO GRADE U 1T V C AGEMENT. MERESTONE '•-t0 WATER VALVE IF DSED T FINISHED GRADE WEST IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, s'Pvc WYE 4HxM4E12.6/12.6 G WIR MESH HARBOR ES S ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,TO ovERFLOw R AN ITEM IN ANY WAY. <x 0' 6 x 6 6/6 GA WIFj)=MESH �r �.u■■ 5'PVC TNT MIN.6'SdL LOVER - "I° �6, ' / ••_p ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S TO LENGTH OVER DRYWELL n • •- i� Y° JA7URE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF BLOCKS AND CATCH INLET J -/ - g «9 •xx •a_s d,d LAND SURVEYOR. BASIN CRATE TO GRADE 3'VENT 3'TENT OUTLET •_ n Tx 5:1717.00 FlLTER.ABRC �(NEENAH R-2525-F)OR EQUAL LIQUID LEVEL 1tl,1 CONTINUOUS HOT COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODETIC W:3445.86 •j o ASPHALT SEAL UBAFp cVEY TRIANGULATION STATION "NIN". s'PVC SOR JS I Ve'Pvo N/F TO ADJACENT DRY WELL IN SCHEDULE]40 1 BLOCK 44 LOT 7- SUFFOLK COUNTY TAX REFERENCE DISTRICT 1000, WALTER C. FLOWER 111 SO'BEND O®®®O INLET BAFFLE _� sot irciOR a LOCATION MAP SCALE 1"=400, 'bf � .!)�,\. :TION 010,BLOCK 5, LOT 12.26. BLOCK 44 LOTS 3, 4, 5 6'6DR 33 PVC 'kl Q 1 SLOPE AS REQUIRED) O® ® ®6) �S.y°Y•�` TOTAL AREA- 169,394t SF(3.692 ACRES). BE PORTION OF 7 2 ?O • W m® ® ®O SINGLE FAMILY RESIDENCE �`0 1'STONE OR � m® ® ®m 4' I �3, ��O \ SITE IS LOCATED IN R-120 ZONE. MUNICIPAL WATER �/ SCREENED GRAVEL CROSS SECTION �q/+)���' '' \ ON SEPTIC SYSTEM 1' 8' sl' STRAW BALE BINDER ..•.e +T HOLE DATA / R.SiROUSEP.E.L.S. (05/20/2016) /�/� /// STORMWATER DRYWELL?DETAIL 10 nnVEM TEeAL CURECi( -6 TOPSOIL NOT TO SCALE 1000 GALLON (OPTIONAL) I C \ zTy 2 COMPARTMENT ��p• -25"SANDY SUBSOIL \ 13560 _ice R=248.00' by SECTION e-8 "-17'MEDIUM SAND, POORLY GRADED, LITTLE OR NO FINES SP \ 4 Q _ / L=72.19' O°a'}g'S'yL j/ SEPTIC TANK W000 OR NUY7S8LALE � I WATER(EXPECTED GROUNDWATER ELEVATION= t5) r: e-1640'39- 6"WATER MAIN ^q5/ �p9 NOT TO SCALE METAL STAKES ilietl Soils Classification(USG)System (from ASTM 0-2487) I-, S 9g CHORD-S 374T59"W 71.93' f'y ' +10r Division: Coorse-Grained Soils,Sand and Sandy Soils _� p21 q0 ra g'JS 9p/O (2 PER BALE) _ --_-- T\ ear •✓S ,.5.9 �' oup Symbol: SP,Clean Sand,Poorly Graded,Little or No Fines \ I .rJ�+O S!/, qg �^ �5'O.Py� RECEIVED y.+� �t pg�{� -- ------- \\•�F'O NQ,D :CS,USDA Soil Classification: RpE-Riverhead and Plymouth very bouldery soils=,O, � AO OS� p�-r• �'�S)SEE lD - n ' to 35%stony sandy loam �OJ2 PROVIDE 1,000 GALLON SEPTIC TANK ` \D•P �;,'. j O A00 10'MIN, Ao (SEE DETAIL) PROVIDE k MAINTAIN CONSTRUCTION ENTRANCE PAD .V Y w4• ,�. r+ L 3'14, TF--E53THROUGHOUT CONSTRUCTION(SEE DETAIL) a0 p0 INV.(IN=46.5 fx7::i�� INV.(OU =46.0 �T� ;% N/F OCTIES HENRY L. FERGUSON MUSEUM, INC. 1 10 2017 )N �rl PROVIDE DISTRIBUTION BOX 6 �A,xY"AY"> // 1 I °SOD• BLOCK 44 LOT 7 "� ({ (SEE DETAIL) PROVIDE UNDERGROUND UTILITY SERVICES(TYP) ,4�C daq,:r• / E• F I Y TF-±50 22^ :A, a%ri�Twy / / i l (PORTION) CO. HEALTH (w i�i[ _ ((I INV,(IN)-45.9 OAK / •� .1T^SSG IL I I j / (VACANT LAND) �U�'�'.bGAI��16,iG = =- m <D w INV.(OUT)-45.73 AREA TO BE DISTURBED m is ACRE ,4 ,- qg- 1 yi L, l4z �� O ; ''/- ' `v'.-���� t I �,_' zp• OFFICE OF WASTEWATER MGT. PLASTIC PLAN `(TRA ~O Z STRAW B E APPROXIMATE LIMITS OF �^ _ /� / OQ'P, NOT TO SCALE J w FLOOD ZONE AE PROVIDE LEACHING POOL `� 20 / 16.. 28" Xs / I1 PROVIDE 38'X 20'%1'DEEP 2 20" CUAD .(�,I OAK i ,Cq(' i 1 RAIN GARDEN AREA(MIN.300 CF) AOJ 0014 RF�TE WASHOUT PIT a O ELEC.=10.0 PER MAP (TYP OF 2,SEE DETAIL) OAK TREE O OAK W o GRADE DRIVEWAY TO DRAIN L - REFERENCE IN TP-t50 <,9 ' 1 \ll�r I1 NOTES: 1-- '0 z U w INV.(N)�45.3 } I i4� I // ' /2 1\ lu I 11 I ' 1. DNENSIOar SHOWN ARE FOR TYPICAL RESIDENTIAL W O Z W b S /� O OAK 1 1 CONSTRUCTION,LARGER PROJECTS OR PROJECTS REQUIRING 7NDO \\ I ;� G 1 DAMES M. & PUMPS MUST BE SIZED ACCORDINGLY(7 GALLONS/TRUCK, 2 O z m a7 , \ \ WLR \ O ; i' \ I I 5D GALLONS/PUMP,PLUS MIN.1'FREEBOARD). 0- W Q z T� J 1 7 DIANNE M. BAKER < y C\ \ \ \\ /( I O ; r BLOCK 44 - LOT 6 �' 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM W d J 0 O O 1 Op PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES >> W O(n TOP OF BANK SOx D(PANSION AREA \\.TO rq;16"\` S \ / \� (VACANT LAND) i 75f.OF ITS CAPACITY. W LL.I BINCHAIARK-IRON ROD -�T`•-7--7 --\°, ;\In , p Of \CHERRY \ \ ELEVATION a 66.29 `/�2 ` / __ aI S `so• 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT O� 17 Q' LA' \\ \\\\ \ \ 3 O I o ^�f � OF WASH WATER. W Of \ l // I OAK \ \ \ \ \ 2 • / / o. 1 6I.r •u°' /� �� gs9A.. ' G VI c }(=!1 a- -� \\\\\\\\\ \ \\ \6\/AK _ BOULDERS I \Ili PF' ` rn �•l �•>3� M L V L` O PROVIDE&MAINTAIN CONCRETE WASHOUT PIT 'RIR (n m (FOmowUND) \ I�\ \\\ \ 1 .1 \ \ 1 \v\ \��'OF \\`1, \\ / \ �4,/ 60\ 1F .� rCF/ '6? i I x� JLTHROUGHOUT CONSTRUCTION(SEE DETAIL) FII�R �k �ycJ \ \ \ 1 1 \ \ \ \ 1 1 ( \\ \ \\\SIT l \ S \l �' q. / 64/ / FAll L 26'• \FLm348.0 G,r 1 1:'l / / o C OAK /\ \\\ \\ I\ \ ' \ ( ebIV CONSTRUCTION ENTRANCE a\ NOT TO SCALE SILT FENCE ms o\L �\\\ \\�\ \ \ \ \ ` \/ \ 24" �• y\\ \\\ \\�\ \ 1 1 1 �l \ \ OAK r _ Q'L COVEN WIRE FENCE(MIN.14 PROPOSED i SPACING) GAUGE W/MAK 6-MESH \ _ \'\? \ 1 \ \\ r`\\�' •a•0 �(T / �� 4 BEDROOM ' 6o.a / Y, N/F ID'MAJ(qNT x LLNTER INTO CAOUNON LENGTH NIN FENCE s •fP \ \ \ \ � \ \ /\ / \ 3.925 SF oPOSTS '/ _.) RESIDENCE 1 f I SUSAN K. STICKNEY II ,�s9. BLOCK 44 LOT 14 a FF-62.00 / / I o I n \$• T^` \ \II�\\ \ � \\\\\\\o\ as\ l'��.5Qo4/ a�OAK �/ \��,\' (VACANT LAND) I , y o• o 'e \ 1 \ \` \\\\�2e\\\3q W •�Oh�.OY /� fo`Y C ;; I 1y. 1 Z / z E S TM ��p���EFFCCC+++ O DRAIN BASINOR EQUAL- I U o .. - n r HEIGHT OF FILTER 16"MIN. W OAK q 6D '1_ / `�S 60.0 fNV.(OUT)-S7.65 CST '`TCINo_ Ld THERE IS NO COASTAL EROSION HAZARD \ `� \lq\ \ \ \ \ \\ \�\ \ \I PROPOSE. ' ``R E r< 8 r o4 w o LINE IDENTIFIED IN THIS AREA \ \\\ \\\\\\ \ \L \•c ` \ iI FF=60.0 i K 0 ;�! 4"/ W PER MAP REFERENCE No.4 \ \\ \\\\\\\ \\ \\\ " 26" \ `-- ^'?R PROVIDE 34'HIGH BOULDER c SHEET 46 FI OF 49 \\ \\ \ \\\\\\ \ q S 7�' ti PFRSPEGTIVE VIEW \ \ OAK 2 IT,E RETAINING WALL(TYP) \ \ 9q.Z0 . c \ APPROXIMATE LIMITS OF \z\\ \\\\\\\\\\\\\\\\\\ ( \ \ \ uo \\\\' ' f DRAINe. [CUATIONS WOVENWIRE FENCE(MIN,1. III N \ \ \/' \ 24' AREA 1 (EASTERN DRIVEWAY) 1/2 GAUGE W/NA%.B•MESH \ TIDAL WETLANDS s• 1 \\ \ \\\ \ \\ zz \ 1 / - 4 \ D3• \ \ \ \ \ \ I AK \ e 1,800 SF X 1.0 X 2 12 = 300 CU. FT. REQUIRED sPAanc)reTH FLIER CLOTH \?O•w \ \\\\\\\\\ \\ \ OAK ) \ 1 \ \ \(6" ,S PROVIDE 3003 SO. FT. RAIN GARDEN 1.0t DEEP 3V MIN.FENCE---- < S OF 8 SDft 33 PVC SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. UNDISTURBED �+�,Y p �+R �}+ rc• ppp)11 'G� '62, PROVI.iE t80 LF C � uuD,snFe r v \ R d W 1 E V �E�-- I Y P36 :•1 l H 1Y�2�"m tSi 3 v'T\ a\ I1 \\\ , \ TOP OF BANK LQ AT 1J,t MIN. AREA ) FLOw S\ GROUND W In w k4; I. \\ \ \ JD \3\\� \ ` \ l°' >' \ 2 (WESTERN DRIVEWAY '�/: <,'.I o D. a, \ v. \ /� \ \ � 3,300 SF X 1.0 X 2/12 = 550 CU. FT. REQUIRED COMPACTED SdL �\ 1.- \lw \ `•1-. PROVIFI:$TOFiMWATER DRYNIIL ` \ T��y�1�^ p� �t -[ `^@T^ ^'q FBI S,•1v !F$ \{� ���/� \\ \ \ \ \ \ \ \ \ (TYP('1'S,SEE DETAIL) PROVIDE TWO 8'0, 6' DEEP DRYWELLS = t600 CU. FT. EMBED mTER aoTH \!�\\;�,; \ Fi/,'�,715/L11 4:6 2`l r'�?CL�4�iiae '✓1' Ed T./IV 1 O • �OI\\\ \ \\\ \ \ A MIN.OF 6'IN GROUND •�� 1 f\\� \\\\\ \\\\ \ PROVIDE do MALJIAIN A CONTINUOUS AREA 3 (ROOF) 4' m n I a ¢ I LINE OF SILT FEr.T•E THROUGHOUT I.�o� 4,125 SF X 1.0 X 2/12 = 688 CU. FT. REQUIRED o d o w v, \ �.^e 4 T ;y'r'.�;�ai:flr-�. /D\\\ �\ t CONSTRUCTION(?YP,SEE DETAIL) �O OJ PROVIDE THREE 8'0, 6' DEEP DRYWELLS = ±900 CU. FT. SECTION VIEW u z a \ 299.30- N 36-17'DO-W 2OI 3 w �-.-. CONSTRUCTION SPECIFICATIONS J I N/F L Q� 40 > I I RICHARD S. BAKER 1.MAN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POS 6 WITH"RE DATE: 12/23/2016 4 1y P li "9" a. ' O t BLOCK 44 LOT 1•S TIES OR STAPLES.POSTS SHALL BE STEEL EITHER'I'OR'U•TYPE OR ,�TT��DD��pp //l I-L-.). 6s)-.Y'. TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: HARDWOOD. 30 15 0 3D ®f:il`Yu' '� SCALE: 1" = BO` .-. r� SINGLE FAMILY RESIDENCE I 2 FILTER CLOTH TO BE FASTENED SECURELY 70 WOVEN WIRE FENCE VATH TIES GRAPHIC SCALE IN FEET h FI'a _ - MUNICIPAL WATER I 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, SPACED EVERY 24'AT TOP AND MID SECTION,FENCE SHALL BE WOVEN WIRE. APPROVED EO � ON SEPTIC SYSTEM NEW ENGLAND WETLAND PLANTS, INC. 6'MAXIMUM MESH OPENING. PROJECT; 201 6H29 QUALITY CONTROL CERTIFICATION 2.MEDIUM SHRUB - BAYBERRY, NIYRICA (MORELLA) PENSYLVANICA J.WHEN Two SECndNS Cr FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE �-Q�i �l'�1"L'{ITS 0;� CAI' rL�pl4r7 a 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA OVER-LAPPED BY SIX INCHES AND FOLDED,FlLTER CLOTH SHALL BE EITHER _ GROUP REVIEWED DATE . 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-UR51 FRIER X,MIRAD 100%.BTABILNKA i140N,OR APPROVED EQUIVALENT. _ vRwEci m-, _ I 5.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA 4•PREFABRICATED UNITS SHALL BE CEOFAB,ENVIROFENCE,OR APPROVED SHEET suRVEr C„ T 1Pa T:: YEARS "� ^+ I //� fMnSURMDnAL CX{�!R � IF•J r� 'J„ (EARS Fy:t.�l�•� DATE Oi- APPROVAL / v _ 5.EQUIVALENT. CmL - --..mma..-...++��"�"„�••,:","••"•••�•�-®"�� II u8U ES-DEVELOPLIN THE PERFORMED FENCES NEEDED AND MATERIAL REMOVED MEN O F 2 STRUCTURAL - ARCNRECTUTUL MAP REFERENCE SEPTIC SYSTEM DESIGN FOR 4 BEDROOM RESIDENCE _ �' &2 U 1.) PROPOSED SET-OFF PLAN THEODORE N. DANFORTH PROPERTY AT FISHERS TO CASTING 8 -6 - _ ( ,J 5'-0"-�j TO GRADE PROPOSED GRADE KNOCKOUT INLET AND � a°-tt � -I ISLAND, NEW YORK SCALE 1"=100' CHANDLER, PALMER & KING NORWICH, PROVIDE - 1000 GALLON SEPTIC TANK I OUTLET OPENINGS / 1 CONNECTICUT MAY 1984. PROVIDE - 1 DISTRIBUTION BOX MUSEUM 4LLAN9D TRU PROVIDE - 2 LEACHING POOLS (SEE DETAIL) ENDCAP TYPE 44-3 •�- 4) r- o 2.) PROPOSED LOT LINE CHANGE PREPARED FOR WA�LTER C. FLOWER III, ❑❑ �o� � � LEVELING DEVICES RIBS INSIDE I � FISHERS ISLAND DEVELOPMENT CORP. JAMES M. BAKER & DIANNE M. BAKER ❑❑ = INVERT ELEVATIONS- 00 =�� �� N � I ) 1 40-" __ � °' 'CO, � �' BLOCK 44 FISHERS ISLAND, NEW YORK. CME ENGINEERING, LAND SURVEYING & ❑❑ QED �� ARCHITECTURE,FISHERS FORMERLY CHANDLER, PALMER & KING. 110 BROADWAY DBOX INLET- 41.00 ❑❑ a a o ❑❑ � MIN. 4' X o I w, DBOX OUTLET- 40.83 Ico 2" MIN. ABOVE INLET + + \ J- \ 44-5 40-12 •� W a2S U - 0) NORWICH, CT. 06360. DATE 02/19/2008. SCALE: 1" = 60'. SHEET 1 OF 1. LEACHING POOLS INLET- 40.50 ❑❑ ❑� O OUTLET INVERT 2" MIN. /\> ❑❑ ��� ❑❑ Y ❑❑ 000 ❑❑ 3.) 1.) FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK (ALL ❑❑ o O �� O a4- �JJ E a JURISDICTIONS) PANEL 19 OF 1026 MAP NUMBER 3(6103CO019H REVISED ❑❑ 0 0 ❑� W SEPTEMBER 25, 2009. ❑❑ O �I )i I Q w W O in E LEGEND I BAFFLE REQUIRED o - HAZARD AREA MAP TOWN OF SOUTHOLD SUFFOLK PROPERTY LINE Z I� 6'-6" IF INLET PITCH EXCEEDS 4o-1S ~ 4. COASTAL EROSION1/2" PER FOOT CAST \ 44-6 -- _ ao-1a a s � •> COUNTY, NEW YORK PHOTO N0. 38-889-83 SHEET 46-Fl OF 49 APPROVED ABUTTERS LINE -- PLAN CONCRETE COVERS U 8/29/88 REVISIONS 10/28/91. ------------------- U J EDGE OF GRAVEL LEACHING POOL DETAIL G01�E 44-7 = ]� 4) � N TYPICAL DISTRIBUTION BOX PLAN \\ ~ �� °' .� C0 EXISTING CONTOUR - -- 20 --- HIGHEST EXPECTED GROUND WATER NOT TO SCALE NOT TO SCALE \ 44-8 ao-ta Cn � 0 Y 'L PROPOSED CONTOUR 20 AI^xc STONE WALL AA++ rn/ 44-15 � "J/44-14 W O � TREE LINE v'v^, ti: -\ �/' / a i N M Co 00 l.11[.L.1.a� � � M CO 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES ,AND PURPOSE INDICATED NOW OR FORMERLY N/F HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO PROPOSED ` ROOF LEADER 4a-t3 W (n co BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE BOUNDARY POINT ® RESIDENCE COVER LOCKING CASTING -18 C 44-13 C ENGAGEMENT. MERESBOUNDARY ® IF DROPDET TO GRADE _ WATER VALVE WV /� a IS USED FINISHED GRADE NEST 4a-,� U � 2.) IT IS A VIOLATION OF THE STATE EDUCATION LANV FOR ANY PERSON, ' 6" PVC WYE � CHIMNEY �l�l�i�Op as -� UNLESS ACTING UNDER THE DIRECTION OF A LICENSIED LAND SURVEYOR, TO OVERFLOW z 4 x 4 12.66/6 GA. WIRE MESH I� / aa-t2 aa-t1 ALTER AN ITEM IN ANY WAY. v X 20" 6 x 6 6/6 GA WIRE MESH 44-te 6" PVC CUT � min. mi �6" I / a 44_29 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S TO LENGTH MIN. 6" SOIL COVER SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF OVER DRYWELL e 1 THE LAND SURVEYOR. BLOCKS AND CATCH INLET _�': ITH BASIN GRATE TO GRADE 3" VENT e 3" VENTUTLET -' 4 a-2t S:1 1 17.0� FILTER IFABRIC ,,,,,-BASIN (NEENAH R-2525-F) OR EQUAL LIQUID LEVEL---' 44-19 a3-e 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETICIW:3445.86 as-2o 4a-22 4t-12 CONTINUOUS HOT 1 4" OUTLZ at-ti BAFFLESURVEY TRIANGULATION STATION NIN". N/F / °� 6" PVC SDR 35 I o ASPHALT SEAL LINED WI Q a3-990' BEND TO ADJACENT DRY WELL n 4" SCHEDULE #40 1/8" PV a4-23- UFFOLK COUNTY TAX REFERENCE DISTRICT 1000, WALTER C. FLOWER Ill ° ° ° °5.) BLOCK 44 LOT 7 S SECTION 010, BLOCK 5, LOT 12.2s. BLOCK 44 LOTS 3, 4, 5 ° Qo 0 pp ' INLET BAFFLE60' GA >6" SDR 35 PVC / 1 DEFLEC LOCATION MAP SCALE 1 =4O10& PORTION OF 7 Q1 SLOPE AS REQUIRED J ° O OO OO OO6.) TOTAL AREA = 169,394f SF (3.89f ACRES). °°SINGLE FAMILY RESIDENCE �°�J ," STONE (OR o0 0 0 04" 5 -8 " 7.) SITE IS LOCATED IN R-120 ZONE. MUNICIPAL WATER ` �' SCREENED GRAVEL ON SEPTIC SYSTEM CROSS SECTION `j''' r°x': TEST HOLE DATA / 1 $' 1 STRAW BALE BINDER S" `O M. 4' L WIRE /..._.,.�.� BY: R. STROUSE P.E.L.S. (05/20/2016) O. �' STORMWATER DRYWELL DETAIL 10 NATIVEI MALININGTERIAL 156 / NOT TO SCALE 1000 GALLON (OPTIONAL) 0"-6" TOPSOIL \ 2 , 6"-25" SANDY SUBSOIL R=248.00 g r k, 2 COMPARTMENT 25"-17' MEDIUM SAND, POORLY GRADED, LITTLE OR NO FINES SP 0� E ,�� L=72.19 g� g� y��� ;j SEPTIC TANK SECTION B-B `�,. �ti�^ o') NO WATER (EXPECTED GROUNDWATER ELEVATION = t5) \ AA 1 p=16'40 39 6" wATER MAIN 'S� WOOD OR NOT TO SCALE y8 /��"� 1, O� NOT TO SCALE METAL STAKES Unified Soils Classification (USC) System (from �ASTM D-2487) 5 J� CHORD=S 32'4759 W 71.93 �. 1 �.y / � Major Division: Coarse-Grained Soils, Sand and :Sandy Soils \ �O�O, S 4019. ,�o;� �04 !P (2 PER BALE) Group Symbol: SP, Clean Sand, Poorly Graded, Little or No Fines °J r7�s, .; �� 0 NRCS, USDA Soil Classification: RpE-Riverhead alnd Plymouth very bouldery soils �.O� \ ` �OOy 15 to 35% stony sandy loam �°Jam' PROVIDE 1,000 GALLON SEPTIC TANK F° (SEE DETAIL) PROVIDE & MAINTAIN CONSTRUCTION ENTRANCE PAD �' /� '%- ' o• tiG B B TF=t53 // �,Ik /' i'7 AO� INV.(IN)-46.5 THROUGHOUT CONSTRUCTION (SEE DETAIL) ,� ` ", ; � INV.(OUT)=46.0 �� / /i /��1 S ��•� N/F VARIES PROVIDE DISTRIBUTION BOX , 1��, ,;:'k ,,. , 7 ,� os, HENRY L. FERGUSON MUSEUM, INC. ry (SEE DETAIL) PROVIDE UNDERGROUND UTILITY SERVICES (TYP) 6 / / ' / � I 00` BLOCK 44 LOT 7 '� -' W TF=f50 22" �' r;?`'�`°{ i J J J (PORTION) %'•� �'� INV.(IN)=45.9 ^l OAK / VACANT LAND) Q M co INV.(OUT)=45.73 AREA TO BE DISTURBED = t1 ACRELd ( PLASTIC STRAW BALIE U LINING PLAN (TYP) APPROXIMATE LIMITS OF c,`�P , 1 00 \ o�1 NOT TO SCALE J Y z FLOOD ZONE AE { 20 28 ,'�� / \ o \ , PROVIDE 36 X 20 X 1 DEEP O PROVIDE LEACHING POOL I20" QUAD 16 \ I OAK / � ' / \ N \\ RAIN GARDEN AREA MIN. 300 CF J� cc ELEC. 10.0 PER MAP \ / \ tI ( ) O Z G O W (TYP OF 2, SEE DETAIL) --- I 0AK TREE , OAK l' , _ �� \ / \ o \ GRADE DRIVEWAY TO DRAIN ` _ � OONCRE7t- WASHOUT PIT g } 0 REFERENCE NI0.3 TF=t50 ( f 1 " \> _ _ INV.(IN)=45.5 I C C' I ( ( ) l(, .22" r \ O \� NOTES: LLI Y � co �� \ Z \ <- 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL O z U Lr_J O \ „ _•„ "'.-/ J y 1 / DAK I \ (� \ CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING z V- O Z W JAMES M. & PUMPS MUST BE SIZED ACCORDINGLY 7 GALLONS TRUCK, Z 50 GALLONS/PUMP, PLUS MIN. V FREEBOARD / 2 O Q m C _� \ \ \ \ DIANNE M. BAKER ) 0- LLIJ TOP OF BANK �� \ \4',, 1,r 60 \ 6 , 3 \\ \\ v� \\ BLOCK 44 - LOT 6 P� 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM J Q r Z 50% EXPANSION AREA S� luj-ia16 �� /' \ 3 Q_� PIT AND PROPERLY DISPOSED OF WHEN THE PIT REAICHES LLI \`I` CHERRY \ BENCHMARK-IRON ROD ,_ 7 - b \ (VACANT LAND) � LLB O cn \ O\ \ r 75% OF ITS CAPACITY. ELEVA77ON 66.29 oA , \ \ o - w - W / l \ 24" \ \ \ \\ \ \ \ c /�V // \ 3. TO EACH USE TO ENSURE CONTAINMENT / O \ � y y�\ \ INSPECT PIT PRIOR r^ f � � v ' \ U( eF �' =' /�/ OF WASH WATER. LL1 Of OAK \ 2 / t;1 '\O\ \ ` 1 9S' ��i I_ Q Ld O �64 j - I Y Q�U�G��� I \ ��p� \`�� \\ 63.0 �D 4' - \�� - r .Q�Q _ ^ Cl) r. G/ V) L.L 64 \ 12" \ I 7 n INIt)NI U O EF I PROVIDE & MAINTAIN CONCRETE WASHOUT PIT f�l� M 60 0 1 THROUGHOUT CONSTRUCTION (SEE DETAIL) m 0 26 �� \;� \\�T�\ \ \s s \ �FL=f51 6� W \ \ \ \ \ \ 1 OAK \ \ \ \4\ \ \ / \ \ / / r s !` ` 66 �� h CONSTRUCTION EN / \ 24" \\ \ \ \\ \ / //` �_ 1 -----' �i/� QQ�O� NOT TO SCALE TRANCE J OAK �' /� \ \ l -; ' SILT FENCE \\ \ \ / ' 1 / / / \ ROPOSED \ r ' - HER 'Y / % \ ` WOVEN WIRE FENCE (MIN. 14 / 0" U I __ ,- < <m,n:, GAUGE W/ MAX, 6" MESH W \-STORY , r a SPACING) WIN \ 'o-1 BEDROOM L r \ �. ; ° :z= - \ l q. /F AP E- ( 1 - 1 _ .E;� / N 10' cn a a )-r 3,9'25 SF r / SUSAN K. STICKNEY _ MAX. CEN CENT 36" MIN. LENGTH FENCE } _ \ \ / / ( IRESIDENCE i I o l i TER To ER POSTS DRIVEN MIN. 16" m � a n \ \ \ \ \ \ o P_ - OAK r I I BLOCK LOT INTO GROUND ��• �\ \\ \ \ \ \ \ c, / -s2oo / `r� o N � 44 14 _ \- f '\ )OAK �� i \ f 1 ka-�,Q (VACANT LAND - Q �. ( o l I cn Ld o Lr F \ \\ \ \ \\ \�6�\\\�3�r \��cP 28 \�(O�o \_ r -\ \ l E 22 1_`) I i \60.0 14�I, / T �I --� Z a Li 0 z 4 \ 26 OAK 1 r( Q C) U K K _ w Q w c� HEIGHT OF FILTER = 16" MIN. 0 m �S UJ 202� \\\ '\ \ \ ` OA \\ ) \ \ 1 d �cTH 1� : .;,:' \_" \) 3 i,> %; _ o cwn a \ \ �\ \ \ \ --' \ 1 O �% �- r \ \ \ 76 i o o > / \ ` - PRO SED 6" MIN. THERE IS NO COASTAL LINE DENTIFIEDO IN THISSEA \ \ \� \ \ \\\\ \ \ \ \ ��� GA RA 1 f VTR E �,` PER MAP REFERENCE INo.4 ( �\ \ \\ \\\ \\ \ _ o s Ss r� D" SHEET 46 FI OFF 49 \ \\\\ \ \\ \ \ ( / l \FF=60.0 \\ \ �D r: ', R E co F�� \ \ \ \ \ \ } 9.35 Y 'IT EE PERSPECTIVE VIEW �\ PROVIDE STONE �, s N N 0' �2 \\ \• STEPS \•� )� APPROXIMATE LINAITS OF \ \ \\\\\\\\\\\\\ \ \ '� \ \ \ �'� %' 4 y `''t 'i DRAINAGE CALCULATIONS N M TIDAL WETLANDS N \ \i \ o AREA 1 EASTERN DRIVEWAY WOVEN WIRE FENCE (MIN. 14 I Z rap \ \\\\\ \\\\ \\ \\ 22" ( ) 1/2 GAUGE W/ MAX. 6" MESH )OAK \ h 1,500 SF X 1.0 X 2/12 = 250 CU. FT. REQUIRED' SPACING) WITH FILTER CLOTH z z PROVIDE 300f SQ. FT. RAIN GARDEN 1.Of DEEP o \ \ \ \ /� 36" MIN. FENCE POST o -r REE- \ ` 1 �l 62• SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. N Q U `, TOP OF BANK ( lJ `� FLOW GROUND DARBJES COVE y \ \ \ \ UNDISTURBED AREA 2 (WESTERN DRIVEWAY) Q o w PROVIDE: STORMWATER DRYWELL / ' o "' 3,600 SF X 1.0 X 2 12 = 600 CU. FT. REQUIRED COMPACTED SOIL z = o a 20 \\ \\\\\� \ \ (TYP OF 5, SEE DETAIL) PROVIDE TWO 8'�, 6' DEEP DRYWELLS = t6OO CU. FT. EMBED FILTER CLOTH r N r d F \ \ \ \ y \ ; I._. PROVIDE & MAINTAIN A CONTINUOUS A MIN. OF 6" IN GROUND N 1. \ \ \ \ AREA 3 (ROOF) 4" 1 0 = = o / m (V a I N \ � ,�. \ \ LINE OF SILT FENCE THROUGHOUT 01 3700 SF X 1.0 X 2/12 = 620 CU. FT. REQUIRED I Jl Q - _-� CONSTRUCTION TY1'P, SEE DETAIL PROVIDE THREE 8 6 DEEP DRYWELLS = ±900 CU. FT. t o 0 SECTION VIEW ^, H- z w o 299.30' » z I N 36'17 00 W w z Y 1 J?01 I CONSIRUCIION SPECIFICATIONS o o Fn Q w oG Lj Q��e N/F A I RICHARD S. BAKER m o o o �O I 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS TFf WIRE .t�.�< DATE: 12 23 2016 BLOCK 44 LOT 15 TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR / / TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: HARDWOOD. 30 15 0 3o SINGLE FAMILY RESIDENCE I 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SCALE: 1 " = 30' GRAPHIC SCALE IN FEET MUNICIPAL WATER 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, i ON SEPTIC SYSTEM NEW ENGLAND WETLAND PLANTS, INC. 6" MAXIMUM MESH OPENING. PROJECT: #201 6829 2.MEDIUM SHRUB - BAYBERRY, MYRICA MORELLA PENSYLVANICA 3• WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE QUALITY CONTROL CERTIFICATION 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER GROUP REVIEWED DATE 4.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED EQUIVALENT. PROJECT MANAGER 5.MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED SHEET SURVEY EQUIVALENT. ENVIRONMENTAL I 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 1 0 F 2 CIVIL I "BULGES" DEVELOP IN THE SILT FENCE. STRUCTURAL ARCHITECTURAL U J � J o E Q� N O O0 c' V W C.) 0 2 aci RIGHTS OF BLOCK 44 — LOT 6 W L o in E (BRUSH & TREES MAY BE I— Q � CZ\ REDUCED IN HEIGHT TO � Q � \ U � � J o _ \ ELEVATION 62.37') _ N,� � N Otllt _ � > N cc L cz - rn Q O CJ N L Ncr) W 00 W i 00 co 00 MpN' N/F \ U C (FOUNDS WALTER C. FLOWER III MpN• . BLOCK 44 LOTS 3, 4, 5 (FOUND) s 80•34'20" E 1 ss.7o' ------ ' & PORTION OF 7 DRIVEWAY \ / _ SINGLE FAMILY RESIDENCE ----- MUNICIPAL WATER ON SEPTIC SYSTEM • \\ \\ Q \ �Ec Bock '(�/ h \S8 4 10 N \\ e \\\ 2 ,560 .601 � N 56'51'05" E \� 8.1s' S:1117.00 W � W:3445.86 l%RS �4", 1 OEEID z LINE \ O f -y S >• R=248.00' 'I A=16*40'39" CHORD=S 32'47'59" W 71.93' ev �/ p. Ld 4.0 � II STONE 0. � STONE o / C _j V ' z o 146'51 / Z L � Ld pG �� I �' 87-5334" FAXED U — S - \ f ----- Z \ \ S 83'S5'18" E _______---- cr _q --------- - W Ld O p� -- Ld --- -------- ___----_—_2 / L.J...\ \ \\ �' ,__-EXISTING GRAVEL DRIVE'______________ -_--- S 79'33'S3" E 61.82' _- _ N 8T 3'34 / w O - ___62.91' ------- w 151.9 -� o- ww Q o N 79'33 53 W--------- p O D' — ' Z w> a_ � O can ° 83.90'-U — w -------_`"_N 83'S5'18" W -I Q LJ.I L — w ' _ _------- // 5 \\ \\ 6 WIDE PATH __\ =��_��' UTILITY EASEMENT / a- � 0LLJ � v , \ \ ——— / ' DARBI ES COVE \ EXISTING UTILITIES /Ld O W j AND 6" WATER MAIN C Y L L` /o co / Ld N/F MpN. HENRY L. FERGUSON MUSEUM, INC. Q �FpUND) BLOCK 44 LOT 7 N (PORTION) / No (VACANT LAND) JAMES M. & } DIANNE M. BAKER / m � 0- BLOCK 44 — LOT 6 / N/F (VACANT LAND) FISHERS ISLAND Z w i a DEVELOPMENT CORP. LjMpN BLOCK 44 LOT 8 z Z z (VACANT LAND) V) Z Q / — 0 m Ld 0 L- o ?9 - L Q > w O O Af- N/F RI CHARD S. BAKER Q o BLOCK 44 LOT 15 w J SINGLE FAMILY RESIDENCE \ / Q o MUNICIPAL WATER \ / ON SEPTIC SYSTEM ooIlk co 00 6$'L� N/F m o I cr a_ � I N S SUSAN K. STICKNEY BLOCK 44 LOT 14 \ u o 0 0 (VACANT LAND) \ LEGEND a o N Q w 0 w PROPERTY LINE 0- m o o v ABUTTERS LINE — — EDGE OF GRAVEL ------------------- DATE: 12/23/2016 30 15 0 30 EASEMENT GRAPHIC SCALE IN FEET VON. EXISTING WATER MAIN -- �� -- - SCALE: 1 = 30 STO(FOUND, E WALL NOW N OR FORMERLY N F QUALITY CONTROL CERTIFICATION / PROJECT: #2016829 BOUNDARY POINT GROUP REVIEWED DATE MERESTONE PROJECT MANAGER / WATER VALVE DQ SURVEY / SHEET ENVIRONMENTAL CIVIL f50UNl:)AR%i'o MAP 2 OF 2 STRUCTURAL ARCHITECTURAL JAF, 3 vqm D ,AH- 11 - AP VED AS NOTED Must J� provide Manuals PATE: � B.P. -L � .. - P1.I1�fn,,--• .,,-r-,-�-.'-r,,,,�„��,ntir I ° _ D, J and S as per FEE: /a t) BY: NYS Energy Code NOTIFY t BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR TI r` SCyPPL Y SYSTEM CAl'v''v`G T FOLLOWING INSPECTIONS: 1. FOUNDATION-- TWO REQUIF EC, eX0-EED 2/10 OF 1%.LEAD. FOR POURED CONCRETE 2. ROUGH -FRAMING & PLUM61F l 3. INSULATION 4. FINAL - CONSTRUCTION MUST Blower door BE COMPLETE FOR C.O. rnd ductwlorl: L " T 64"0 4 ALL CONSTRUCTION SHALL MEET THE `I.. , yd ', testing required. REQUIREMENTS OF THE CODES 0'"NE'�"v' rl BLO * YORK STATE. NOT RESPONSIBLE FOR �,�'a'''1 E i r, LiP! r ti!N DESIGN OR CONSTRUCTION ER-,ORS. TES T I'',n 8�:r L/'A' N 06390 FISH I zt"5* T COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF r-LECTRpCAII. COIN'STRUCT101"m' S -gin 1r1"r-rCT10NREQU,'RED: S ftnom WWN F-LA54NING BOARD SOUTHOLD TOWN TRUSTEES REVISION [11 -- ISSUED FOR PERMIT: 16 JANUARY 2018 N,Y,S.DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE ,f exterior lighting ightioi r dreplaced r OF OCCUPANCY repaircd o,�h��t1 conform to Chapter 172 DOYLE I COFFIN of the Town Code A R C H 17ECTUR 158 DAMBURY ROAD DO NOT PROCEED WITH RIDGEFIELD, CIONNECTICUT 06877 cnA�a,�cr :E, ^ ,cTlaa " "" ^° FRArv1ING UNTIL SURVEY 203 431-6001 carat ct Toc " l i€"c^9 it � 7G0�i 6"'0��tarc OF FOUNDATION LOCATION ( )' c4ct`1III,On I�ravide 15nvi 1r�r��c�rtlticrt!on HAS BEFP`1 APPROVED. (203)4I31-9764 fax t��t���ar�ir►�n^hr"b"^n'�pt `►�`%t tra coc�^. Fire veparation v :: x< F ' required as per ; " g Code . ' ..;s, f, / 'rty. � � .;f"^' .- �.,,, Vim.>,£ 1 "i"X;„•€�' , Fr;> 3'" ,; `" ., _ ._. ,x Pb's. 4G' a „A -,3,. ! ,., Lyw,q'� y" f r < Tr^� ..-'.,... ...• 1� I.YY` ` ` : x :, &' .,. a• ,,. ' , ., « s, F TOiTv' ' SOJTuLo �' j� � ,< } ` ' is .. 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'#>... .�� w,q:.$`w.u..+; „-&,.d 8ro+'.�'+�r�:t».w�� k"E'r" '<•^rnky�a' M3 °�r�i , S •a a „ r •x �ry as°, , •»�" ro +t r ` x a '% ._ : s ;.°. ,r. .,.,,:... rxo.•7 ,g r:�t/r" � '� ,.m,„.y�..,:,+,a �'�•r^e'=wT^-'•w fa�x,.^.e�wy«,mI«xm*:s. xx>a'»�. w«µ,.. w,1�• ,,,, .: ,,. ,,. a s..§ -¢w "qa , .mow.. ...,.b...n.^sue «.ux:8.�0. .»•=.x.:�. ��..�s.,.waw.«.a.,;gtK!z°^.�.d«,<�-,: i p. g E .arn �1' r,�.'�'a.� A0.0 WAL PE NI L TY S&ROOM FI SH SCHEDULE / 10 30/17 12/ 1/17 A0.1 WINDOW&DOOR SCHEDULES / /10 30 17 12/01/17 A1.0 FOUNDATION PLAN 10/30/17 12l01/17 ^ w y •<aS� e'6,.wTrvw'� .a. �»• � '� 1 1 BASEMENT PLAN 10/30/ 1 /17 2/01 17 4 C s� � �a ;w A x- A1. I 2 FIRST FLOOR PLAN /10 30/1 12/01/17 xrvy-�x f . 7 , tz r _ , < wi ...' 4., • ....: , ... 5 .:.aE4 .. ,a.,p«w•.x, v�.mw''. d` SECOND FLOOR PLAN 10/30/17 12/01/17 � Y n A1.4 F N�• - ROOF PLAN ��•�� ^� 10/30/1 /r ��«• 7 12 01/17 g � r a ` w:9: ^4 v? f -- A2. EXTERIOR E 0 EXT OR ELEVATIONS 10/30/17 12/01/17 �ia`a& = a e , , P .m+'} hyz £e t A3.0 BUILDING&WALL SECTIONS 10/30/17 A I 3 1 BUILDING 8i WALL SECTION, 10/30/17 w as ra 9 1m x♦` a •, , a _ r A I .f a. 3 2 WALL SECTIONS&DETAILS 10/30/17 >< t r tr .. y. > " ro -�,•^ ,.,._,.'a. ,. °,:. tk,u!*+P"> '.,.pws.9.,i.s vi�W,`„w ,E ,,"P'", a.a•�*'..a»r•.w»...af a<• tp 8 5 ' f ,w e A4.0 INTERIOR ELEVATIONS 10/30117 s u :'s .&, '*-• <ss l 4 r.,,„'j% ,,'1'. I• y ~ , 'g` ,= " � � � , °.'�. ^ ' ,- t„..w,,:r;., �'�^..xa;F - c,3x-•. P�° y/ ` 10/30/17 r;1H _ xx `� .r�r A4.3 INTERIOR ELEVATIONS / « 10/30 17 A4.4 INTERIOR ELEVATIONS 10/30/17 t 1 r . Y , Jr a „ y nd e „ , S , t anna-ep ' „ , 4' a t� 6° / 4 ^°1 t J S .0 STRUCTURAL 0 S RUCTUR L /3� 10 30/17 'aat "rH ,y9 j ,i I • 5 ' : 3 I , .3• Ra ae S1. FIRST L MIIN D 0 RST FLOOR FRA G AN FOUNDATION P§ _a- 6 O LAN 10/30/17 77 f t 4{ f Y� s .�. < k ^3 4"4 R' S1. SECOND MI 1 S CO D FLOOR FRAMING PLAN 10/30/17 s., 3 eY , , t ' s s s ' " " i m s - ° a m• - - a a.` 'M i s 9y u 2 a . n " I` 1.2 R IN S ROOF FRAMING PLAN 10/30/17 ,f ed: .d P' 4, e „ p I !� h / , r, S1.3 GARAGE FRAMING AND FOUNDATION PLAN 0/30/1- 1 7 x§ , ` ( •.r ' a,.,,,,x .~ .,,, _ ._I +1= ice:^„` ., :r,+' ,k S2.0 STRUCTURAL DETAILS SHEET A 10/30/17 ..• s a., , '°' >$ .-,to t J i„ a4 e2x .. 4 v« 1� • , ° L 4. a �'�a G1.0 GARAGE DRAWINGS 10/30/17 g� ..d.^dman .,- "dw ,:a,^,p$A'},8'.Se»,rya p-s«wir@ai'•N,.m'Wa�&b3,•1 ..1 ,,s k"�:'y,w•ir .. .'=yfs,: g�§ ,:'� - <": E1.0 BASEMENT RCP 10/30/17 `a :, : -*;gar-`•. -�°.�, , E1 1 FIRST FLOOR RCP /17 a.. _.¢ a „ , , arc,.. e ., .. >< 3., .,, Y ". .'a t .':).a^S. .,, ,^'Y"m'u•,« ,. .,fie- fi'" � „ t. � 10/30 E1.2 SECOND FLOOR RCP wk'""'`' "11�>,, 10/30/17 ED AR wl 11 AV BIXICK YA11-N ,..... Elko " U, ORN8 L 'j (DP � P C �5 N M, Dp /,,��' �D• 02855a �Q� q� m�ornmmn§�n�no�°\�\• hllpli `C DOYLE COFFIN ARCHITECTURE,LLC 2017 1 2 3 4 5. ......................... ... ...........................�.................. ... 6 8 9 ........... ..........._..................... ._L_ ......._.......... _....................._.....__...................... .. ............... __L__ _.................................... _L � _...._.........._._........ _. �. _ _ ................. ... . . ...._..._ SHEET NOTES- � I— .. .... ...................................................... ES As Scheduled AsSicheduled As Scheduled 1'-6" X-6" 1'-6" w +J As Scheduled As Scheduled L. L01 As Scheduled As Scheduled 10 L '­40FFIN __M =FIF 1� IL _LLL EE I] E DOI h U ....... ..... N N I ', ARCH ITE TU RE / co CL 76 CL 91 LJ V F_ r O O q Doyle Coffin Architecture, LLC ' I i u 158 Danbury Road LLilLUj ! i rY 1 Ridgefield, Connecticut 06877 Ll 203 431 6001 203143119764 fax ® ® © @ © j info@doylecoffinarchitecture.com Interior Interior Interior Interior Marvin Clad Ultimate ExKterior Exterior Overhead Garage Door CUIFD 3080 9'-0"x 8'-0" j doylecoffinarchitecture.com TruStile TS2020 TruStile TS2020 TruStile FL1500 TruStile TS2020 French Door, Inswing Single Marvin Clad Ultimate TruStile Entry Door L B ! Single 2-Panel Pocket: Single 2-Panel Pocket: Single French Door Double 2-Panel Narrow Stile& Rail Profile CUIFD)7068[XX] I - - - - ----- --------- —I 84" Height 84" Height 84" Height 84" Height French Door DG Trransom, Inswing Double 7/8"SDL[Custom]w/Spacer Bar Narrow Stille& Rail Profile j Raised Panel Raised Panel Raised Panel [3x1]with 2"Simulated Checkrail OG Roman Ogee OG Roman Ogee OG Roman Ogee Extension Jambs as Necessary 7/8"SDL=/Spacer Bar i � I Double Pane, Low E Glass Extension Jarmbs as Necessary Double Pane, Low E Glass Fj i ! _WINDOW SCHEDULE LOCATION SIZE ROUGH OPENING MANUFACTURER MODEL MATERIAL FINISH HEAD COMMENTS ' TYPE HEIGHT I MARK WIDTH HEIGHT WIDTH HEIGHT A.F.F. L_.......................... . ......__......................_ . Basement C B Unfinished Basemernt 2'-9 1/4" 4'-11 1/2" 2%10 1/4" 5'-0" 1 Marvin Windows and Doors CUDH-NG2826 I Clad I TBD 8'-0" Egress Garage B Two Car Garage 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5%0" Marvin Windows and Doors CUDH-NG2826 Clad TBD 8'-0" DOOR SCHEDULE B Two Car Garage 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD 8'-0" _ B Two Car Garage 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD 8'-0" ---- j L. _J .............................. .. First Floor DNOR LOCATION 1MDTH HEIGHT THICK. TYPE MATERIAL FINISH TYPE FINISH — NOTES A Guest Bathroom X-1 1/4" 4'-11 1/2" T-2 1/4" 5'-0' Marvin Windows and Doors CUDH-NG3226 Clad TBD 8'-0' j A Guest Bedroom T-1 1/4" 4'-11 1/2" T-2 1/4" 5-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD 8'-0" Egress Basement A Master Bathroom T-1 1/4" 4'-11 1/2" T-2 1/4" 5'-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD 8'-0" 001 1 Stair Hall 5'0" T-0" 0'-1 3/8" C Wood TBD Wood TBD Dummy w/Ball and Catches A Master Bedroom T-1 1/4" 4'-11 1/2" T-2 1/4" 5'-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD 8'-0" Egress -y- -- -- -- — 002 1 Mechanical Room T-0" 7'-0" 0' 1 3/8" A Wood TBD Wood TBD Privacy ! A Office T-1 1/4" 4'-11 1/2" T-2 1/4" 5'-0 i " Marvin Windows and Doors CUDH-NG3226 Clad TBD 8'-0" Gara e - - I g I- 01G Two Car Garage 9 0 8 0 0 2 1/4 G Wood TBD Wood TBD B Entry Hall 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5'4" Marvin Windows and Doors CUDH-NG2826 Clad TBD 8'-0" -- -- 02G Two Car Garage 9' 0" 8'-0" 0'-2 1/4" G Wood TBD Wood TBD NOTES B Entry Hall 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH NG2826 Clad TBD 8' 0" ---- 03G Two Car Garage T-1 7/16" T-11 1/2" U-1 3/4" D Clad TBD Wood TBD Keyed Entry; Multi-Point by Manufacturer C Kitchen 2'-7 1/4" 4'-7 1/2" 2'-8 1/4" 4'-8" Marvin Windows and Doors CUDH-NG2624 Clad TBD 8'-0" ---- 04G Two Car Garage T-1 7/16" T-11 112" U-1 3/4" D Clad TBD Wood TBD Keyed Entry; Multi-Point by Manufacturer Window Note#1: Egress Window C Kitchen 2'-7 1/4" 4'-7 1/2" 2'-8 1/4" 4'-8" Marvin Windows and Doors CUDH-NG2624 Clad TBD 8'-0" I Clear Opening - 5.7 s ft. required 05G Two Car Garage 2'-6" T-0" U-1 3/8' A Wood TBD Wood TBD Passage P g - q q D ! 9 9--- ! C Kitchen 2' 7 1/4" 4'-7 1/2" 2' 8 1/4" 4'-8" Marvin Windows and Doors CUDH NG2624 Clad TBD 8' 0" 44"max. window sill height above floor First Floor C Kitchen 2'-7 1/4" 4'-7 1/2" 2'-8 1/4" 4'-8" Marvin Windows and Doors CUDH-NG2624 Clad TBD 8' 0" 20"min, clear opening width D Guest Bedroom 6'-4" 4'-7 1/8" 6'-5" 4'-7 5/8" Marvin Windows and Doors CUCAPOLY Clad TBD U-10" Tempered 101 Entry Hall 7' 1" 8'-0" 0' 2 1/4" F Wood TBD Wood TBD Keyed Entry; Multi Point by Manufacturer 24"min. clear opening height 102 Staircase Z-6" T-0" 0'-13/8" A Wood TBD Wood TBD Passage j I D Master Bedroom 64" 4'-7 1/8" 6-5" 4'-7 5/8" Marvin Windows and Doors CUCAPOLY Clad TBD 6'-10" Tempered ----- Window Note#2: Tempered lass 103 Closet 4'-0" T-0" U-1 3/8" C Wood TBD Wood TBD Dummy w/ Ball and Catches P 9 D Office 64" 4'-7 1/8" 6-5" 4'-7 5/8" Marvin Windows and Doors CUCAPOLY Clad TBD U-10" Tempered I required for any window below 18"A.F.F., 104 Powder Room Z-8" T-0" 0'-1 3/8" A Wood TBD Wood TBD Privacy E Guest Bedroom 64" V-2" 6-5" V-2 112" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" ---- -- -- ! at all stair locations, at all bath tub I E Master Bedroom 6'-4" 1'-2" 6-5" 1'-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" 105 Guest Bedroom 2' 8" 7' 0" 0' 1 3/8" A Wood TBD Wood TBD Privacy locations, at all side lites and at any - -- 106 Guest Closet Z-6" T-0" U-1 3/8" A Wood TBD Wood TBD Passage window within 24"of any door. E Office U-4" V-2" 6-5" V-2 112" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" G Master Bedroom 2'-8" T-2" 2'-9" V-2 112" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" 107 Guest Bathroom 2' 6" 7'-0" 0' 1 3/8" A Wood TBD Wood TBD Privacy j 108 Master Entry 2'-8" T-0" U-1 3/8" A Wood TBD Wood TBD Privacy G Master Bedroom 2'-8" V-2" 2'-9" V-2 112" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" L- 109 Master Closet 2'-6" T-0" U-1 3/8" 61 Wood TBD Wood TBD Passage I i ---- - - - - G Master Bedroom 2'-8" V-2" 2'-9" V-2 112" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0' --- I G Master Bedroom 2'-8" V-2' 2'-9" V-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0' 110 Master Bathroom 2'-6" T-0" U-1 3/8" B1 Wood TBD Wood TBD Privacy — NEW CONSTRUCTION FOR H Master Bedroom 2'-8" 4'-7 1/8" 2'-9" 4'-7 5/8" Marvin Windows and Doors CUCA3256 Clad TBD 6'-10" 111 Office 2' 8" 7'-0" 0' 1 3/8" Bl Wood TBD Wood TBD Privacy 112 Mudroom T-1 7/16" T-11 1/2" U-1 3/4" D Clad TBD Clad TBD Keyed Entry; Multi-Point by Manufacturer H Master Bedroom 2'-8" 4'-7 1/8" 2'-9" 4'-7 5/8" Marvin Windows and Doors CUCA3256 Clad TBD 6-10" --- H Master Bedroom 2'-8" 4'-7 1/8" 2' 9" 4'-7 5/8" Marvin Windows and Doors CUCA3256 Clad TBD 6'-10" 113 Laundry Room 2' 8" 7' 0" 0'-1 3/8" 131 Wood TBD Wood TBD Passage 114 Mudroom 2'-8" T-0" 0'-13/8" B1 Wood TBD Wood TBD Passage H Master Bedroom 2%8" 4'-7 1/8" 2%9" 4'-7 5/8" Marvin Windows and Doors CUCA3256 Clad TBD 6-10" -- I E 115 Kitchen 2' 8" 7' 0" 0' 1 3/8" B1 Wood TBD Wood TBD Passage DAMES M. & DIANE M. J Great Room 1' 8" 4'-11 1/8" V-9" 4'-11 5/8" Marvin Windows and Doors CUCA2060 Clad TBD 8'-0" — Second Floortchen V-8" 4'-11 1/8" 1' 9" 4' 11 5/8" Marvin Windows and Doors CUCA2060 Clad TBD 8' 0" 116 Kitchen T-1 7/16" T-11 1/2" U-1 3/4" D Clad TBD Clad TBD Multi-Point by Manufacturer 117 Great Room 15' 11" 7'-1 11/2" U-1 3/4" E Clad TBD Clad TBD Multi-Point by Manufacturer BAKER Second Floor A Bedroom#1 T-1 1/4" 4'-11 112" T-2 1/4" 5-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD T-6" Egress - 201 Bedroom#2 2'-6" T-0" 0'-1 3/8" A Wood TBD Wood TBD Privacy BRICK YARD ROAD A Bedroom#2 3'-1 1/4" 4'-11 1/2" 3'-2 1/4' 5'-0 7' " Marvin Windows and Doors CUDH-NG3226 Clad TBD -6" Egress ! I B Playroom 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD T-6" 202 Bathroom#2 2'-6 7 0" 0'-1 3/8" Bl Wood TBD Wood TBD Privacy 203 Closet 2'-6" 7'-0" 0'-1 3/8" A Wood TBD Wood TBD Passage BLOCK 44 LOT 6 B Playroom 2'-9 1/4" 4'-11 112" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD T-6" CTTr 204 Closet 2'6" 7' 0" 0'-1 3/8" A Wood TBD Wood TBD Passage - FISHERS ISLAND NY B Playroom 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD 7'-6" ------ --------- � � , -� 205 Closet Z-6" T-0" U-13/8" A Wood TBD Wood TBD Passage I , B Stair Hall Z-9 1/4" 4'-11 112" 2'-10 1/4" 5%0" Marvin Windows and Doors CUDH-NG2826 Clad TBD T-6" Tempered 206 Alcove T-6" T-0" Wood TBD Wood TBD Barn Sliding Door on Track B Stair Hall 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD T-6" Tempered - - 06390 207 Bathroom #1 2'-6" 7'-0" 0'-1 3/8" A Wood TBD Wood TBD Privacy B Stair Hall 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD T-6" Tempered --- L_......... _. __..............._............... L__...... . ...... ..........._....... _.. .............J 208 Bedroom #1 2'-8" 7-0 0-1 3/4 A Wood TBD Wood TBD Privacy _..... . .. . ...... ..........._.................................. P 209 Closet 2'6" 7'-0" 0' 1 3/8' A Wood TBD Wood TBD Passage- Issued for Permit " " " n Doors CUDH-NG2424 I - " Tempered� C Bedroom #1 2'-5 1/4" 4-7 1/2 2-61/4 4-8 Marvin Windowsa d o Cad TBD 7 6 GENERAL NOTES _.......__...__.._....................._...._....._...._....._..__......._.._� Issued _ ......................_......_..._.......................__..........� � 10/30/17 j C Bedroom #1 2'-5 1/4" 4'-7 1/2" 2'-6 1/4" 4'-8" Marvin Windows and Doors CUDH-NG2424 Clad TBD 7-6 Tempered 9 , i C Bedroom #2 2'-5 1/4" 4'-7 1/2" 2'-6 1/4" 4'-8" Marvin Windows and Doors CUDH-NG2424 Clad TBD T-6" Tempered 210 Closet 2'-6" T-0" 0'-1 3/8" A Wood TBD Wood TBD Passage Construction Notes: REVISIONS C Bedroom #2 2'-5 1/4" 4'-7 1/2" 2'-6 1/4" 4'4" 1 Marvin Windows and Doors CUDH-NG2424 Clad I TBD T-6" Tempered 1. New walls shown shaded, typ. 0 DESCRIPTION DATE 2. All interior partitions to be 2x4 studs CD 16"oc. Second Floor-Garage 3. All exterior walls to be 2x6 studs @ 16"oc. 04/29/16 F ! ; I ISSUED FOR PRICING [1] A T-1 1/4" 4'-11 1/2" T-2 1/4" 5-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD 6%10" Egres 4. See Framing Plans and/or Sections for floor ISSUED FOR PRICING [2] 12/01/16 B 2'-9 1/4" 4' 11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH NG2826 Clad TBD 6' 10" &roof framing. 1 REVISION [1] 12/01/17 B 2'-9 1/4" 4' 11 1/2" 2' 10 1/4" 5' 0" Marvin Windows and Doors CUDH NG2826 Clad TBD 6'-10" 5.All dimensions shown to stud face. Verify in Grand total: 47 field all dimensions prior to construction. 6. Infill walls as required in areas of demolition: patch&repair wall finish, flooring, ceiling finish &millwork as required, typ. 7. Paint all new walls, areas of patched walls and millwork as required. 8. Provide&install new switches, wiring, outlets, etc. as required by code. Install new ! fixtures. 6'_4" 2'-8° 9. Provide&install new plumbing fixture as j shown, tie into existing plumbing system. *� .T-1 1/4" 2'-91/4" 7J�� 1i8"/� � N N , _� �: I Electrical Notes: � _... . ............... L__... 21 � 1. Provide&install new switches, wiring,N. _................................_._._...._........_............... . .._... ........... 0 outlets, etc. as required by code. Install new CRINCIPAL JMD] ❑� � '"� fixtures. Gib _............_..................._... . !RO — 2. Provide&install new Smoke Detectors, o, rn N and CO Detectors as required by code. ['A. VTF] 2. GC to provide wiring for all Telephone& CROJECT# 813] v :' Data outlets, coordinate locations with owner. i L Smoke Detectors are required: in each DESIGN DEVELOPMENT I sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; OA Marvin Clad Ultimate Double Hung NG OB Marvin Clad Ultimate Double Hung NG OC Marvin Clad Ultimate Double Hung NG OD Marvin Clad Ultimate Polygons HO Marvin Clad Ultimate Casement JO Marvin Clad Ultimate Casement at all stories of the dwelling, including the CUDH NG 3226 CUDH NG 2826 CUDH NG 2624 Rectangle COCA 3056 CUCA 2060 basement. All smoke detectors to be WINDOW $( DOOR CUCAPOLY (2)Left, (2) Right (1)Left, (1) Right i interconnected such that one detector will 7/8"SDL w/Spacer Bar 7/8" SDL w/Spacer Bar 7/8"SDL w/Spacer Bar Frame 6'-4"x 4'-8" activate all building alarms. Smoke detectors SCHEDULES Extension Jambs as Necessary Extension Jambs as Necessary Extension Jambs as Necessary 7/8"SDL w/Spacer Bar 7/8"SDL w/Spacer Bar shall be powered from the building wiring and a j Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Extension Jambs as Necessary Extension Jambs as Necessary Extension Jambs as Necessary battery back-up. Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Egress Window: 5.76 sq. ft. Carbon Monoxide Detectors are required OE Marvin Clad Ultimate Polygons GO Marvin Clad Ultimate Polygons outside each separate sleeping area in the [© DOYLE COFFIN ARCHITECTURE,LLC 2017 Rectangle Rectangle j immediate vicinity of the bedrooms. All CO ..�,: CUCAPOLY CUCAPOLY Detectors to be interconnected such that one �HEET H i Frame 6'-4"x V-2" Frame 2'-6"x V-2" 9 ARcy/;i i detector will activate all building alarms. CO .w Detectors shall be powered from the building ! �•.. bra�� p°y j 7/8" SDL w/Spacer Bar 7/8" SDL w/Spacer Bar wiring and a battery back-up. :. _'q` �° �z 0 =`, Extension Jambs as Necessary Extension Jambs as Necessary Q. s. Double Pane, Low E Glass Double Pane, Low E Glass i �° . _........._..............._........... . .............._....__...._..........................._... _.......... L_..............................__.._........_.................... _ L_._.................. _...._ _ i 1 2 3 4 5 6.......... .. 7 8 9 10 ...................................... .._.. .. .................�_. .......... .. . . .............._......._...... ._. .... ..............._........._. .... . .._. .. . ................ ... ............... ...................... .. .. .. ...... ........................_............................. ... ... . .. ................... . ...... ....... �— . ............................� ... . .........._....... ... ._ .. .......... j 1 Construction Notes: 1. New walls shown shaded, typ. 1 2. All interior partitions to be 2x4 studs @ 16"oc. j 3. All exterior walls to be 2x6 studs @ 16"oc. L 4. See Framing Plans and/or Sections for floor &roof framing. 9 I 1 1 5.All dimensions shown to stud face. Verify in ` OFFIN field all dimensions prior to construcltion. ( 1 6. Infill walls as required in areas of demolition: j patch &repair wall finish, Flooring, ceiling finish 61'-8" " ARCH Ir� ECU RE r� &millwork as required, typ. 1 i----I - - 01 46'-4" 14'-0" V-4" 7. Paint all new walls, areas of patched walls 01 ______.__.__ 01 and millwork as required. 13'-4 3l4" 30'-8" 8. Provide&install new switches,wi ring, outlets, etc. as required by code. Install new EQ EQ EQ j Doyle Coffin Architecture, LLC fixtures. Rid efield Connect cu 06877 ury Road 9. Provide&install new plumbing fixture as I shown,tie into existing plumbing system. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - Poured Concrete Pier ! g oured oncrete (.4i - - - - - - - - - - - - - - - - - Ut i 203 431 6001 Electrical Notes: 10"0 Bigfoot System Construction Tube Dropped Beam,See Dropped Beam,See j 203143119764 fax 1. Provide& Install new Switches,wilting, 20"0 Bigfoot System Footing Form Structural Drawings Structural Drawings outlets, etc. as required by code. Install new (4)#5 Rebar,2 min. From Face of Concrete I [ I ( j info@doylecoffinarehitecture.com fixtures. 1/2"x12"Galv.Anchor Bolt Centered in Top doylecoffinarchitecture.com 2. Provide&install new Smoke Detectors, Outline of porch I y 1 ^ m ... .. .......................... _J and CO Detectors as required by code. above shown dashed B 2. GC to provide wiring for all Telephone& 2x6 P.T.Sill Plate p I I o o[ of j _... P 9 P Data outlets, coordinate locations with owner. Typical Foundation To I E � E ` �1 �� 1 Smoke Detectors are required: in each Foam Sill Sealercl) I I m m m y sleeping room;outside each separatte sleeping 1l2"fdx12"Galvanized Anchor [ 2 ;I = 2) area in the immediate vicinityof the(bedrooms; Bolts @ 6'-0"o.c. (Frost Walls) u- y in �, r- -------------------------------- j 3/4"Ox12"Galvanized Anchor I N I I at all stories of the dwelling, includinig the ° Bolts @ 4'-0"o.c. (Foudantion Walls) ! ' j basement. All smoke detectors to be ° 4 1 1'-0"Max,in From Corners Interconnected such that one detector willt 10 5/8' I I6 1 V-10 3/4" 1 I6' II ---, ° I I activate all building alarms. Smoke detectors Typical Footing Drains I I IV V shall be powered from the buildingwiring and a 6"Perforated PVC Pipe, Holes Down battery back-up. g Filter Fabric P �4 E4 I T ADrainage Fill to 6"Min. SurroundICarbon Monoxide Detectors are regquired r -------------------------- ° ------------------ ------------------------------------------------ ------- --- outside each separate sleeping areal in the Typical Split Foundation Top d° ° ° d P P 9 2x6 P.T. Sill Plate @ Top of Wall I ° immediate vicinity of the bedrooms. All CO Foam Sill Sealer B I ° ° ° ° ° ° 1 °d Detectors to be interconnected such that one 1/2"Ox12"Galvanized Anchor L �- ---------------------------------a-----------e-----------------a---------------------------a------------ --- ---- ° `--� I L_ ... ... . . .. __.........._................................................. detector will activate all buildingalarms. CO Bolts @ 4'-0"o.c.(Frost Walls) --- I 44'-2" J N F----- 10•• Detectors shall be powered from the:building 3/4"Ox12"Galvanized Anchor ° i I as Continuous reinforced Bolts @ 4'-0"o.c. (Foudantion Walls) I I 1 concrete footing below,t C wiring and a battery back-up. _ I °° I g YP• 1'-0"Max.in From Corners I I � r----T I I I I I 2x4 P.T.Sill Plate @ Foundation Shelf 0 I I I 10" I Foam Sill Sealer WI Egress 1 0Typical Foundation Wall ( ' I Window I I I 10"Poured Concrete Wall b -.+.. _._. . I --- T ical CMU Frost Wall v Well I 1 ! (2)#4 Bars Continuous @ Top anid 1 lock all I 7" 1 1'-11" I I I 1 io 1 Bottom Of Walls j f Concrete Filled Core W L 2x6 @ 16"o.c.load y I ° Rub-R-Wall Waterproofing L_ Vertical and Horizontal Reinforcement I 2"Insulating Drainage Board bearing wall I Poured Concrete Spread Footing I I Poured Concrete Spread Footing I Bottom of Footing Shall be I -- 1" I I Bottom of Footing Shall be 42" Beklow Grade on Undisturbed Soil,Typ. 42"Below Grade on --3'0"Min.!r 10" 1 U u:y %:• Undisturbed Soil,Typ. I Typical Foundation Wall B I I I 1 10"Poured Concrete Wall F 11 1 °° I Typical Concrete Slab Floor I (2)#4 Bars Continuous @ Top and I Unfinished Basement Poured concrete&8" 5"Concrete Slab 1 I Bottom of Walls CMU chimney base - I i 6x6 1.4x1.4 w.w.f. Reinforcing I I = ° d I Rub-R-Wall Waterproofing 5":Slab on grade;normal weight, `9 I I 2"Rigid Insulation, R-10 Min. i 2" Insulating Drainage Board reiiinforced with 6x6 1.4x1.4 w.w.f. 10 Mil Poly Vapor Barrier I l- --- I Poured Concrete Spread Footing 1 I 6"Crushed Stone I I Bo Footing Below Masonry fireplace b9-6" 9-6" 1 I NOTES le Grade on Undisturbed Soil,Typ concrete foundation Typical Footing Drains 6"Perforated PVC Pipe, Holes Dawn T ical Concrete Fier - - - - - - - - - - - - - - - - - - - - I I { I Filter Fabric I I Typical Concrete Slab Floor - -- 1 I I D oured Concrete - - - - - 5"Concrete Slab 2'-3"I I I Drainage Fill to 6"Min.Surround , 10"0 Bigfoot System Construction Tube Dropped Beam,See Dropped Beam,See I 1 6x6 1.4x1.4 w.w.f. Reinforcing - II - I d° 1 j 20"0 Bigfoot System Footing Form Structural Drawin s Structural Drawin s I I 2"Ri id Insulation, R-10 Min. I 9 9 I ° I 9 2x6 @ 16"o.c.load (4)#5 Rebar,2 min.From Face of Concretes A 1 10 Mil Poly Vapor Barrier bearing wall 1/2"x12"Galv,Anchor Bolt Centered in Top) - -- Crawl Space 6"Crushed Stone I m I - Outline of deck above 10 I M 1 — —, ° 1 — _ _ _ — — _ — _ _ 11 - i— — Slab on Grade _ _ _ — — — i ° i M I I _ — — — _ — _ _ _ _ _ - shown dashed C I I I I ontinuous reinforced 3"Slab on grade;normal weight, I I I 1 I I I A3.0 reinforced with 6x6 2.Ox2.0 w.w.f. ! concrete footing below I ' ---------- ---� ------------------------------------------------- load bearing wall,typ. j ! Ref. North CrF- ------ ------------------------------------ ------------------------------ ———— ------------------ Foundation° ° a I ! i d 1 " Load bearingstud wall Load bearingstud well I I ° I Typical ph Top ° II I 2x6 P.T. Sill Plate @op of Wall 6 ---_----------- _-----------_- ----_------- _- — ---_- I I j Foam Sill Sealer .................:................_ I I I �- °' F 1 I II I v 1/2"Ox12"Galvanized Anchor G1.0 I ° 1 1 r------ ————————————————————— I I II Ir—li -------------- — I ! ° in------------------------- NEW CONSTRUCTION FOR i Step in wall at garage I I I IF- I I Bolts @ 4'-0"o.c. (Frost Walls) d I I I I II 1 N Typicall Foundation Top A door opening,typ. I I 1 ! 314"Ox12"Galvanized Anchor ° 2x6 P.IT.Sill Plate Bolts @ 4'-0"o.c.(Foudantion Walls) j - I I I I I I V-0"Max.in From Corners I , Foam mill Sealer I - 1 d 1 1/2"Ox112"Galvanized Anchor I I �D 1 I I II I 1 I ! 2x4 P.T.Sill Plate @ Foundation Shelf 1 ° ! Boltss @ 6%0"o.c.(Frost Walls) I I o0 v 1 I I Foam Sill Sealer E I 3/4"Ox112"Galvanized Anchor I I d- I I I I I I 11 1 I Boltss @ 4'-0"o.c. (Foudantion Walls) I ' " , A JAMES M. & DIANE M I , i ° I i 181 R Oi 7Ll , Stair Hall i 2x6 P.T.Sill Plate n Top . M. 1 °° 1 1'0"'Max.in From Corners I ° I a. BAKER I , 1 I Typical CMU Frost Wall 1 I I I I ° Mechanical Room I Storage Foam Sill Sealer I Typicatl Foundation Wall CMU Block Wall ° I B I ° I I I I I I I I j j I II I 1/2"0x12"Galvanized Anchor 1 Concrete Filled Core I "° 1 10"Powred Concrete Wall d L- ---------- -- --------_ I— 31 I I (2)#4 EBars Continuous @ Top and Vertical and Horizontal Reinforcement 1 Bolts @ 6'-0"o c. Frost Walls I I I I J I I 4"Ox12"Galvanized Anchor 1 j Bottitom of Walls Poured Concrete Spread Footing a I I Bolts @ 4%0"o.c.(Foudantion Walls) ':. BRICK YARD ROAD ° ! Rub-R-tWall Waterproofing Bottom of Footing Shall be ° I II 1'-0"Max.in From Corners I ° i 2"Insu6lating Drainage Board 42"Below Grade on i F- -- -- -- - F- ----T I I d I 1 I Poured Concrete Spread Footing Undisturbed Soil,Typ. BLOCK 44 LOT 6 I I 1 Bottom I of Footing Shall be 42"Below 1 I v � 1 I I I I I I I I FISHERS ISLAND NY " ie on Undisturbed Soil,Typ. Bluestone Steps 1 I I I ! Cut new crawlspace access for 2"Bluestone l r-------, I - ---------- - L_ ---1 j utilities;coordinate location&size I Grad I 1 rebar3l,O"x12"Footing with(5)#4 I I �-- ---------------------------------------------- ---------------------------------- -------------- I 0 1/2"Mortar Bed ° P Concrete Slab(Pitch 1/4"in 12") ---- 1 L laced 3"from bottom of °D 1 I footing; see Structural Drawings T I 6x6 2.Ox2.0 w.w.f. Reinforcing d d°, ° °N I I 6 Crushed Stone ° I - J I - ---------------------- ------ I i- ----a-----a--------- i e°------------------ ' r--- I I I 1 P'-O" 2'-10" -° -----a----e-a -- I _...... _ _..... ..._................... ... .: 10/30/17 I Issued for Permit I , Typicall Concrete Slab Floor , B Typical Stone Landing Mo I I I I 5"Conccrete Slab I Steps in footing as allowed I I I I REVISIONS I 2"Bluestone 4'_10 I I 4"Stone veneer on 4"CMU Steps in footing as allowed 1 6x6 1.41x1.4 w.w.f. Reinforcing1 ++ I I by local code,typical I Typical Stone Landing B I I I 1/2"Mortar Bed I I A I I I shelf,built up from footing ° by local code,typical I 2"Rigid]Insulation, R-10 Min. 2"Bluestone ! Q DESCRIPTION i ! DATE I g Concrete Slab(Pitched 1") 1 I I I I Covered Entry I I I 1 I 10 Mil FPoly Vapor Barrier I I I I I I F I d' I See Structural Plan Slab on Grade 6"Crushed Stone 1/2"Mortar Bed I 9( ) I I i I Concrete Slab Pitched 1" I I Continuous reinforced YP ° I I i t! Reinforcing See Structural Plan i ( ) concrete footin below,t j ISSUED FOR PRICING [11 j 04/29/16 See Structural Plan I 6"Crushed Stone 1 I I I I 4"Slab on grade;normal weight, I i� I 1 i ISSUED FOR PRICING 2 I 12/01/16 I -� Continuious reinforced I Reinforcing(See Structural Plan) 9 9 [ [ ° I I I I I ° I I concretce footing below,typ. 1 I 1 I 1 6"Crushed Stone I reinforced with 6x6 2.Ox2.0 w.w.f. I 00 I I ! 1 REVISION [11 12/01/17 1 I 1 M I A A Bluestone Steps I 1 ° A A I Crawl Space I ° p u-------------------� ° I I 1 1 1 I I Slab on Grade I I 2"Bluestone I I I Garage Slab on Grade 1 M I I 1 112"Mortar Bed I I I 1 I 1 o I I Concrete Slab(Pitch 1/4"in 12") I Pitch slab down 3"to doors I d 3"Slab on grade;normal weight, ° g I r-- - -- I I I A A I I g g 6x62.Ox2.Ow.w.f. Reinforcing ------------ I ° I v I I I I reinforced with 6x6 2.Ox2.0 w.w.f. I L-------------------� I I I 4"Slab on grade;normal weight, 1 , I t I I 1 6"Crushed Stone it o I I I I I I iv I I I reinforced with 6x6 2.Ox2.0 w.w.f. d I , 1 , ° I i I Continuous reinforced I � ',Z. 'S` '•3 •� I I I I I ! 1 concrete footing below,typ. I ° I j Typical CMU Frost Wall I I CMU Block Wall L ------------ ------------ J -� �I t- -- — — I I Step in,wall at garage I d 1 I I I I Concrete Filled Core A3.2 I j jdoor opaening,typ. Vertical and Horizontal Reinforcement ° L---------------- --------------------- -------------------------J I I I Q 1 Poured Concrete Spread Footing 1 I I ° I Bottom of Footing Shall be I 1 I ° I ° I I t ° e .d T 42"Below Grade on f ......° I Undisturbed Soil,Typ. I ' I P L -------------------------------- - -- ------------------------------ J RINCIPAL JMD- ------- -- --------------� d i --------------- , ..� a Q ° ------- --4----4 P.A. VTF ° ° A ° I ----° ---------------a---------------- 1 ---------------- -------------------- _ ............................._.. ....... .._.......... k. [ROJECT# 813] 0 — — DESIGN DEVELOPMENT 2'-10" 9'-6"M.O. 2'-0" 9'-6"M.O. 2'-10" 2'-0" 14'-8" 9'-3" 9'-10" 9'-3" 14'-8" 2'-0' I , 26'-8" 13'-10" 61'-8" 01 -- - — ,02'_2" FOUNDATION PLAN . I 1 L_ ............. 1 © DOYLE COFFIN ARCHITECTURE,LLC 2017 I ................� A3.1 FSHEET_....... . . H s�9T o 02855� ......................... ..._............................................_....................... ........ ........... L -._. i 1 2 ....._...... .. 3.... ...... 4 ......_.. ..5.......... ................. �. 6 7 8 9 10 i ; I I i i � 1 I = I P� A2.0 I T E C T U R E 3 j I Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 I 203143116001 — — — — — — — — — — — — — — - - - - - - - - - - — — — — — — — — — — - - - - - - - - - - 203 143119764 fax info@doylecoffinarchitecture.com j I doylecoffinarchitecture.com ................ I II I li I i III- ----------- --------------------- ° --as e ° ° ° ° , -- ------------------------------- ° ----------------------------------------------------------------- -- ' I I ° eaq ° 4 Ae ° e ° ° ° I I I I ° I C ' I I I I i I I I ih I I II I 2x6 @ 16"o.c.load bearing wall ---- I I I L--------T - 1 I } e Poured concrete&8" c. iv CMU chimney base -- - ` I ° � Unfinished Basement Y = ::; °. l �.................... ... .. ___I �Zo NOTES......................................... ......... ............... I I � A2.0 2 1 Masonry fireplace above; ( I d concrete foundation walls - D - - - - - - - - - - - - - - - - - - - - I + 2'-3"I 1 I d° I i I 1 2x6 @ 16"o.c.load I bearing wall - --- --- ---- 1 l I I i Slab on Grade i I ' — --- � — - - - - - — — — — — A3.0 j 44'-2" 3"Slab on grade;normal weight, Ref. North) - __ _ reinforced with 6x6 2.Ox2.0 w.w.f. 1 11"o I --—- a -----------L -------------------- 15'-0112" 9'-3" ------------------- f 7. ° I 6 ------------------------------- -------------------- --- ! -------------------- " NEW CONSTRUCTION FOR — — G1.0 � I II II II II II II II, iIiIIIIiI1i1IIIIIIIIII!! °°'ed,°d.° !IIII11jIII11�i!IIiiI ----�—---—`•--B—A-2.-0—.----'---' I- -"-'- -I- -`--'--._----- .—IIiI!! < ,IIil i1IiIII1IIIIIII I E i i li !InuIIIII !InuIuI l InnIuI !IuuIII li IuI l!InIuII! EQ III1iiIIII 8'-2°R.O. EQ _F D F E Stair Hall —_ ° ° I!iIIIIII IIIIIi iI ° JIIIlIi Q ..J_ .. ...M.. ....E............S......._...........M................ ......_..&..... D..::::1.. ._D..3._... ]]A�'j �L❑®Eo ..._.......M.... .............A BAKER D Storage 1Mechanical Room •° I Basement Staircase: BRICK YARD ROAD "Treads(10 m . d --- - - --- ---- - t7-11132"Risers(7 3/4"max.) (4)2x12 Stringers,1-1/2"0 handrail BLOCK 44 LOT 6 402'-10"above nosing tread-------- _________; i ___T FISHERS ISLAND, NY 2" 21'0" 13'4"I C002 06390 ue for Permit 10/30./ ..1Garage Slab on Grade a �s _...7 Q .......... ...... .. ...........d _...... REVISIONS __ ____-______ __ _ _4"Slab onsrade;normalweight, i Cut new crawlspace access for° reinforced with 6x6 2.Ox2.0 w.w.f. DESCRIPTION DATEutilities;coordinate location&size CING [11 F . 6 ISSUED FOR PRI 04/29/16Covered Ent ry 12/01/16! e ISSUED FOR PRICING [2]4 5 1 REVISION [1] 12/01/17 4"Slab on grade;normalweight, reinforced with 6x6 2.Ox2.0 w.w.f. a--------- 4 I w Space Slab on Grade ° ------------------— 3' Slab on grade;normal weight, L------------------- reinforced with 6x6 2.Ox2.0 w.w.f. - dA3.2 ......... .....L------------------------------- ------------------------------- ... ............ d • RINCIPAL JM G I d d ...................._L--------- A. VTFP .. .. . . RO 8 d J C ................... ...............................................................................................-........................�.. ....�...... — — — — — .-III� � 1II DE .n SIG,., N.j.%..,,�..% , DE V I ELOP MENT BASEMENT PLAN A3.1 ........... O DOYLE COFFIN ARCHITECTURE,LLC 2017 SHEET H . tiPED AR so, NN 02855a O o � .. ....................._._..._... ..._.._. .._.. _.... .__.. . _ .........................................._...... _.. ...........-................ _.- ._.......... _.. _............._................... .................__. . . _ .. . ..._.._. ....__... _ _. __.. ....... ..... _........ _........... .._...._.......... ... ... _..... .. I 1 2 3 4 5 6 7 8 9 10 _ . ........-..._._........... ...� .. ........._-. _. .-....... . ................ _L....._..........._.._.............. ... .... _ I. . . ­...­­ ­.� �...­..-� � �- . � I ...... . . . . .__........ .....,.........�...... . � .......­­­­­­­­­ .1. d i I �� '+t i Construction Notes: ' 1. New walls shown shaded,typ. I ! 2. All interior partitions to be 2x4 studs @ 16"oc. I 3.All exterior walls to be 2x6 studs @ 1�"oc. 1 I 1 W01%.'z I 4. See Framing Plans and/or Sections fax floor I I I &roof framing. A 5. All dimensions shown to stud face. Verify in I I j field all dimensions prior to construction.. i ' j € 0,I 6. Infill walls as required in areas of demolition: - patch&repair wall finish, flooring, ceiling, finish j &millwork as required,t A2.0 1 j e9 YP4(7. Paint all new walls, areas of patched walls A3.1 ' I j and millwork as required. 3 i i 8. Provide& install new switches, wiring„ ; i i outlets, etc, as required by code. Install anew 61'-0" ! ! fixtures. I 9. Provide&install new plumbing fixture as 1'-0" 14'-0" 31'0" _ 14'-0" 1'o° Doyle Coffin Architecture, LLC l 158 Danbury Road shown, tie into existing plumbing systerrn. 7 1/4" 3'-0" 7 1/4" 5'-7" 7 1/4" 3'-0" 7 1/ " 3'-1" 12'-5" 12'-5" iT-l" 2'-2 112"C- 4'-9 1/2" 4'-9 1l2" 2'2 1/2" Ridgefield, Connecticut 06877 ' Electrical Notes: j 203143116001 1. Provide&install new switches,wiring„ 203 431 9764 fax outlets, etc: as required by code. Install) new % = _- . . ................ . I info@doylecoffinarcliitecture.com fixtures. � ......_.... . .........-..............................___..._......_.......................... ..... .. I .. .. . ....-..... _.. ........._... .::...::....:::..._.:::.:. ...... .. - ....-: .... .._ ...:...... ::...:..::...::::..__.........._............... Y ...........-........ ......... _..._-_......_._._..........I...... ...................._. ......._....... ... . . .. . ..._. .. . .... ... . . . .- - . - _....... _..-.-. . . 2. Provide&Install new Smoke Detectors, _............._...................._...._............................. ... ....... ..... .._............................ .....-. .. .. .- . .. .. .. .. . .. . ......... ....... . . .._. ................... ..............-...I..... I I do lecoffinarchitecture.com i I. ...........-........ and Detectors as required b code.. I _........... ...... . .. .-......_.... ..... . _....... .. .. . - . .. .. ........... ..... ..... a co q y1. J 2. GC to provide whin for all Telephone& ..._ ......................... _.. .. ..... .._. - .... . I P 9 P _. B Data outlets coordinate locations with owner. °0 _..... .........._..._.._...-.._........._.......... . ._._.............................._... .... . . .. .:.:... ....:.:.:..........:.:....:............:......::...... .:.:::...::_:::......::.:::.:........ .................._..._....__....... .._._. . _............................. _... ..... ..... - ..........I... _.._............. ...... Smoke Detectors are required. In each _....._...........................:::::. 1 sleeping room; outside each separate slleeping _...... i. ... ... ......................._........ ........._................._.._......_....- j area in the immediate vicinityof the bedirooms, . . .................................... . .. . .. . ................... . ...... . . .............................................1,...... _ I ....-.. .. ....._......_........Screen Porch ............. ...... . :_:._.:. :. .... .... ..:.: Wood Deck .:.,.::::.....::.::::.::.:::. at all stones of the dwelling, Including the o __.....................__... ......_............................ ............................... -.._.. -... .... - - - 1. ' _....................... .. .......... basement. All smoke detectors to be N .... .. _. ... ...::... .... ..-......... .ElevI.- .-I.................................. . ... ..............................._..................................... ......_............. .. . . _.... rr interconnected such that one detector wFill .-- . - . .. ......... I .. ...__. . ................ .._.._.. . .... .......I . ............................. .... i - - _ -- _ - - . - ......___...... ................._ .. .. ... . .. ..........__.._........_I.__.............----..........._.................._......__................... ... ......................I_...._. .......-_. .......... ._...__............... ..._........ . ....................._.........._. . .. ...._..._-....... .................._._..-_............. . .__ ...._.._. ; Smoke detectors .... . ....... . . . ......... _.. ... . I _ _ _._........ ..........._.................._......._....... activate all building alarms. Sm e _.............................._........._......_... ... ._.. and _........................._.._....... .... ... .. _............_.............................. ...._-.....................-................._..___.........::. H G Above D Above Above shall be powered from the building wiring a a _... .................... ..... .................................. ........._............__........ ...._.. .I....,...... ._. .._ H G batter back-up. _......... _.................._. . ... ...._................ . j MM ' , .. YP ... .. . ... .............-. ........ ......_.......-........ N N_......... H H I ....._.- ........................................I....I ....... ....................................................................................._................._... _. it �, __..._....... ..... . _._......................_.._ _. .... _................_ ........ __. I G ; I Carbon Monoxide Detectors are required _...._.........._................. _.._.. . ��� Abo�� �' ! outside each separate sleeping area in the _._..... ......_....... .............................._................_.... . . i M �' P P 9 .. .. .......... ............. .................._..._......................._ ._.................... .. :.. . I ' I .......... immediate vicinity of the bedrooms. All CO .. .1........... ......3 1/2"................_.. __....._......._. . ......... ....... . . ............._.... .... ....._.I.......I .. i m o de plank flooring °° ........................I... . .-..........-........ ...-... ... .... ... ........ .. J N I I N Detectorsto be interconnected such that one v .:.... .. .... ....................._...................... __.._.........._... ......................_.......__.......... 0 ¢ throughout Fi�sc Floor,_.....`I ....._..................................._............... ............_... building CO % - - unless otherwise noted _ .... ._............................_.. . ................__.........._. - - -- P " - _........ .. .. _ _.. .. . .. DN 6" Dewiri gland a battery backeuPromthe builldin9 ? A 117 ��. '2'J1 -' I) ��- i �..... I © © I I I O I -z' 111 2'-11„ 11 011 13'1„ 1'0: ; C I I I I I`° _J r- ---------- II II II I I 1 T I I I i - - - -- - i I�I I Master Bedroom I w I Il, I I I I I j I 1 Outline of ceiling above II O r - -- - - - - - - - - - - - --t I I I j I `D I O %- tip `O shown dashed,see details L. _............. ........ .. ... .........._.........._..._..... � C 19'8 1/2" 8" I 19'-4" I 8" 4'-2" I � 4 A4.0 2 I 1; I I --- I I I I I I --- I 3 -- I I I i I r� I I 1 I Firs[Floor Great Room I I I- - - - - - - - - - - - - J a ; I I Elev.0'-O" I I I I I I I I I I II.. I i . 4'-O" 10'-91/2" 1 W _J I g I i i i I I I I 5 I I .4.I ot . , IF U 3'-0"R.O. I I --- o - - I I I I ____ 2 I I I I I Herringbone rplatte/m& ney I ' ,.I , ro,. .. .. a1 I I I I . .::..............::.....::._._..:.......:.:......:.::..:......................:.... ._-....... .. o I I I I I I 8 A4.0 6tP I ' 'I s' ": p, flush stone hearth . o - i Sink I I ° Custom vanity w/solid surfa3ce ; � I I I Kitchen I o I I I :`I y ' :NOTES I I `� I 7 I counter&double sinks �) N I I I I I I Decorative drop beams II. I - W 1 A2.0 5 2 m I I - N 5 Vanity&Sink 52"Vanity&Sink i I _� I I ---- I 1 j I I &wood ceiling above I I M 9 ! M I I I w Master Bathroom Acoustic Batt insulation i i i � ( ID I I I DW I I I I Wide plank wood flooring I . ...I i • I I `O i ; unless otherwise noted I 12 0 Bathrooemrwallsatypical I I 1 throughout First Floor, I _ I � A4 0 i ... ---- _tI�� :1 I ) I I. _............. ........................__..._........_..I IC I I ---- 1----J I I I 11 d l l w i -- - _ / C I . .. . ... .... ..... ........ ....._..............._......_- i --J I � I I i .l I ..................................................... . . ..................... .... ...... ....... ......- ... . ... _ , ; I II I I I II I '- W2'-8 1/2" Double hung window 2 0" ,n [... .._..._........................_................................. ............_._.....................__............... ..... ..................-........................._.......__...._..._..........._..............._..__..._......................... ...::.t centered on main gable - - -- r o� 9 l..- _ ... _... - .... I centered on main g ble- _ I � 1 Double hung window 10'0" 2'-0" 5' 1' n a 9 2 1 2" �;F':: o I'. I 8'6' 6'3 1/2" I i� .. ...................... .............. .. . . _ _..__ ._ . . .......I L - - - - - - - - - - - -- 0, A Outdoor Shower 12 -5 8 R 9r- 2- -9 c J 0 .. ................ - I 1 M i - - - - - 1. Ref. North' I ��+ �-�I ,,, : n _.�: n � ��VS }Y M IKl� . .... . ......... I.......... . _ I A3.0 I e I I I I I I I I A .F Virile s ower...• I ............................. ................................... .. .. ... . .. -- L - - - - - - - - . - - - - - - I N I........ _... --- 0 = t L I I I I 1 A4 1 1 V� I , j x4' �;.. Double 5'5"R. 11 E II ( � ... --- R4( -- 4 2. ..................._..._I __...... ven + + + A 0 ' ------ ------------- - - - - - ANEW CONSTRUCTION �I T T(' r I 6 L i I- 0 Lower&upper cabinets;GC to _ __ ---------- -- M stet Entry ! V C ON FOR i G1.0 h I Garage Sta case: I 1 I I I I install base&upper cabinetry, I I ��,\\ 1 115 I I I I I I `? 6'-11" w Tile shower;frameless I o i I I 1 1 R 0-7 /2' I UP countertops,appliances& I g --L- O -- (�O- rr, io I 10"Treads�10"min.) --i I I I D I I 1 IR I_7 /1 102 - - - - lass shower enclosure 1 I II io i t7 1l2"Risers(7 3/4"max.) I I I I I plumbing fixtures I I �- °� I - g - r -� I D I I 1 with 24" lass door I- 3 ' I , (D (4)2x12 Stringers,1-1/2"0 handrail I I I I I I I I W I of m l Pantry I I_ I N 18R o I I 9 I - ;f 2 A4.4 10 St it s I I I o f l c-p , 4 I C�2'-10" bove nosing tread I I rn ; ° I 1 u °' Closet 0 IR C` Ent Hall Powder Room o o O I I 4 A4.1 2 � A3.2 i j � ° rl I ( - =___; m a I O I Entry o N I I d Master Closet I DAMES M. & DIANE M. I Washer&dryer:provide electrical, C7 ° �i 11 „ j i� I I F_ '� '- i i I 1 2'8"R.O. w I I f 0 V I I I I I I I I �� O 3 ���jR I M water su I and drains e;vent I - 1 I iY b v, PP Y g and boo a E 1 1 I 1 5 I w Br1111/l l I I o dryer to exterior as per I I ry D I m a I 1 R Oi 7 /8" 1 I 4 A .2 2 ' °I i I 20'7" 4's" 3 \ - - - - - - - manufacturers instructions U '-5"R.O. 7" I I a - I I I I I I I I Double hung window © I I 11 ��/ 1 114 E I I I i - j I 8 A4.2 6 in I 1-11 o 3 % centered on main gable BRICK YARD ROAD Garage Slab on Grade - -- 7 : . A r Pitch slab down 3 to doors ) I I'' ------ -- --- ) I I I' ' BLOCK Ch 44 LOT 6 Ij I 1 I 8„ 2'-10"R.O. w - 7" 2-10"R.O. 7" °° I I L........:.........:... . 5' R.O. (l )I LU i..:...—........:'..,_:...... -_....I , .t I .:::::::.-.- _ w Main Staircase: � - °' ��/ w Two Car Gara e ( , I I i FISHERS ISLAND, NY i 4"Slab on grade;normal weight, I I 3 I I 10"Treads Risers (min. I I o I : ;. 9 1 reinforced with 6x6 2.Ox2.0 w.w.f. Covered Gara a i. I I t7 5/8 Risers(7 3/4"max.) P 9 O I I L J o 9 �,. E ' I I I ,;. I N Wide lank wood flooring L Connector I DN DN N d Alcove en 42"Vanity&Sink - I 12 A4.2 10 Mudroom I I (4)2x12 Stringers,1-112"O handrail 1 I throughout First Floor, = I I a 5 ;r, }7�SF 'i..;:. L:::r. M @ cv 3R ;t 6" t I _ unless otherwise noted I I Guest Bathroom Common garage a ceiling to dwellin ' I . ::_:::.:. v 2'-10' above nosm tread - - - ' I 06 90 9 g L - - - 3 9 9 9 9 03G .. _I............I I 11 M j 112 I I - C M 1 8 A4.1 6 w . to be 1 hour rated(use 5/8"type Pipe Column,See L. ..........._....._.._....I I I::,:. i?m 11 • - - 0 O X'fire code sum board Structural Drawin s - )I I i( I - Issued for Permit 10/30/17 9YP ) 9 - -- --- I, I IONS 1V ---- - S N N .: ..........._.............. .. �.;; 1. l++ �" "; 7 REV C 5'5"R.O. 7" ;� o o Guest Closet r 1 I C a'9° 4'-9° L. sal/ r:3" ,I 6.1/ - 4 - -4-9° _ N I Q DESCRIPTION DATE ro E Shelf&Rod C l 0 I . ' 1 � q 106 ISSUED FOR PRICING 1 04/29/16 F A2.0 6 [ i I . . '... _ I i [ 1 i ( I: I' ' I _ ISSUED FOR PRICING [21 i ; 12/01/16 I b; ! I ! i ; 14"Bluestone coping;,: I' I 1 I I I - I! w 1 REVISION [11 12/01/17 5 A2.0 1"nosing typical P _ rcfi !1 io o w I I . Blues one ! i il: 'i; I G• Elev.t0'6"Po 1; I C I i B 50 36 ' ...... 13 1 1. I I - I 1'-2" 2'8"R O 1'2" 5" 2'8"R.O. 5 ;i I': q. ;;: I luestone porch I 1 j i I " on concrete slab l 'i © 11 I I' © i' lip Office 16 A4.2 14 I j I j i 4 4'0" 9'1" I I, i. i.I I ': i i; 10x10 PT Post w/1/2" 1' p; I i! I h Q ( 15 tip O chamfered corners,typ. - - - DN 3R - I � I I i Ali I !' - -- - . - - -- = i li 1 - - - 1. I iv 13 i i i in I; i I 1! I 1i 14"Bluestone treads i Guest Bedroom ! I' !I: - --------- - --- -- - - 11 :i .i I I! i q; N 16 A4.1 14 :1 i i_ T I1 Ili ;li :: i'';. 1_ i . . 'I - ii 11 I il; ;ij = - - ---=- - - <A3.2 `I, - - - - - i1! 'Iw 15 w _ 10" - - 8'4"- 10" l I __ - �^ ; II i 01G a ---- ; i, ---n -- ; :. C Built-in lower cabinets I _.. ........ .... . - L r -a --0 �' _.. _._............. ................__.. and open bookshelves 3" 3 I I ffl 9'-O"x 8'-0 C ve;s 'n ra C I PRINCIPAL JMD t "Overhead 9'-0"x 8'-0"Overhead { I C :..:-:._.._.:.:.:::.:::..:::.._.. G garage door garage door I: C 0 Above C.A.. VTF] 00 Above Built-in Wihdow Seat CROJECT# 813] b o ........:........ 111111 i ......... ...... .................................. .. ............................._.._................... i . DESIGN DEVELOPMENT - - - - - ! 3'-6" 7'-0"01 , 3'-6" 9'-6" 10'-0" 9'-6" T-6" 7'-0" 3'-s" -- --- 2'-6" 9'-6"R.O. 2'-O" 9'-6"R.O. 2'-6" 2'-O" 14'-O" 29'-O" 14'-O" 2'-0' i ! 26'-O" 14'-6" 61'-O" - r ! 1 FIRST FLOOR PLAN -f- i 4 ; W 0� : � 1 I i IL_....._..... ................. . ... _ .......................... .. _ A2.0 I © DOYLE COFFIN ARCHITECTURE,LLC 2017 (� .... -......__................__..._........_....._........ _......_............................................_..._.................._.._._.] HEET ......................_..................... ...... I I C, ApCyi% , �,.> /, Nt[• 00 , 2 � : . f," ,`" ,j � : _ I AI® i � 11 ��9 -1 ! : : I 2�• 02856 y Q� 'jai O1 .._..._... ... ..._.............................-.. . .._. . _.......... .-................._..... ............. .-... .....-.._............. t- "Ofr, m�"- . J _... .. .......__ ........ . .. .. _ ................._ ......................... - . _ . ... . .. . - .... _ . _ ....I—. . . _.......J I ................_................_._.._....................._........_._ ......................._. .._..... .......... ............ ............. ....................... ..............................._..... .........................� 3......... .. . ............ 4 5 6.... .. ..... 7 8 9 10 I Construction Notes: 1. New walls shown shaded,typ. 2.All interior partitions to be 2x4 studs @ 16"oc. 3. All exterior walls to be 2x6 studs @ '16"oc. 4. See Framing Plans and/or Sections for floor I &A roof .0 framing. A 5.All dimension s >as�. ,s hown I�! !I�t o(i 1!i1i! stud IIIIIIIII IIIlI�( jII!I face. ace. V!jI e r i i f— yI -in field all dimensions prior to construction. 6. Infill walls as required in areas of demolition: ._./A_2.0_...._.. �_.,... � _-- _ .. _ ....ILI........................'.—_.(..! il Z _-- o f-4�'T_<•3S<:4:h,—. I.I i.....—.Xe—. ,tif IYI- � - -- -IIIIIIIIIIIIIIII ----_ ----II . -- — —C� —t jI�Ii I iNvNvo0 � i -V «y — —N II. —_{1I.. — — ._2 — A2.0 iiI!iIIIII'II, Ij! !j' II!L!jrLI;'I! L --IIiI if -LIE I . .... . —: .. '...;;...._................:.....�:..:. (Or r" IN ..:.... C patch&repair wall finish, flooring, ceiling finish &millwork as required,typ. 7. Paint all new walls, areas of patched walls E..... ...... ....8.. .... ..1........C..3......]]] J...........;iI . ....IiII. —..❑D...�....A.._....TU.. .1.... ._....._.E.0...... ../.:...._.3......._.:0.....: :.. ..1. ... .. .7..RE and and millwork as required. 8. Provide& install new switches, wiring, 3 A3.1 outlets, etc. as required by code. Install new fixtures. Doyle Coffin Architecture, LLC 9. Provide&install new plumbing fixture as 158 Danbury Road shown,tie into existing plumbing system. Ridgefield Connecticut 06877 Electrical Notes: 203143116001 1. Provide&install new switches,wiring, outlets, etc. as required by code. Install new 203l43119764 fax fixtures. info@ doylecofinarehitecture-com 1 2. Provide&install new Smoke Detectors, doylecofinarchitecture.com and CO Detectors as required by code. L W 2. GC to provide wiringfor all Telephone&B Data outlets, coordinate locations with owner. Smoke Detectors are required; in each sleeping room; outside each separate Sleeping area in the immediate vicinity of the bedrooms; at all stories of the dwelling, including the interconnected such that one detector twillbasement. All smoke detectors to be activate all building alarms. Smoke dettectors -— ——-- i .. ._............ .........:: ._ _.:......:.............: ...._:..... :.... ...—J.. shall be powered from the building wiring and a battery back-up. 4'-0" 101-0" 4'-0" Carbon Monoxide Detectors are requiired outside each separate sleeping area inl the immediate vicinity of the bedrooms. All CO Detectors to be interconnected such that one — ................ ......_.............. detector will activate all building alarms. CO - - - Detectors shall be powered from the building !: wiring and a batter back-up. ....... _ .................... _............... '0idaba GabeDom .. .. . .............. _ ............... .: .......... .................. i 18 0 Q Built-in— Window Seat — . — _ oWindowSeat 4 2 Shoer Seat 3 7" 6-1 2'4" o36-1" T-7" � 5of` I N L WShlower — Wide plankwood flooring � Tile shower;frameless throughout First Floor NOTES ooIs othe wie `9 Bathroom unle rs noteLo glass shower enclosure l set Nlo Masonry chimney pd with "glass door ; ( Ca t °D Acoustic batt insulation tv N Bedroom#1at all bedroom& g bathroom walls,typ Playroom o Garage Staircase: 12( .3 10 208 p 10"Treads(10"min.) Center windows > AICOVe 19 t7 21/32"Risers(7 3/4"max.) 13on gable o o Sloped copper Gable end wall projects 4' over A3.2 (4)2x12 Stringers,1-112"0 handrail iv CENTERLINE sill wall below;;See Details,Typ. @ 2-10"above nosing tread Egress MainStairc(se; 10"Treads 10"min.) 14 Egress 7 5 8Riser -7 3 "mx Ref. Nor —: Jt h I!IjIi!jIIIII 'o Center—win dos3• (4)2x12 Stringers,1-1/ O han 15 Sloped copper sill @ 2-10"above nosingtread on gable Center door 6" 3-0" V-8" 7 "R.C.RO 5'2" 6 3, /2' 12'0" 201hallway I 4 Cased Qpening o O 17 Acoustic batt insulation tY NEW CONSTRUCTION FOR--------------- at at all bedroom& o---------2 Bedroom#2 � bathroom walls,typieShwer /N N5 N 20A4.3 18 Stair Hall — — — — — — — — — — E Wd r il at — N Tile shower;frameless JAMES M. & DIANE M. glass shower enclosure 24"glass door h Dou le LVLs for Bathroom wit BAKER rredorme 5 BRICK YARD ROAD 7 SI4ed Sill.......... ......... . ..... ................................ ............. ......._ ... FISHERS ISLAND, NY j _ _ - 4 I 06390 _.. ut-nndoweat is fsued or Permit ..........PSL Post,See REVISIONSStructural Drawings ....... . ._. DESCRIPTION Ridge Beam,See 5'-0" ISSUED FOR PRICING [1 04/29/166 Structural Drawings 5'-0" 2 12/01/16ISSUED FOR PRICING4'_p" 1 12/01/171 REVISION [11 5 Typical EPDM Roof EPDM Roofing System Decorative wood posts,railings &balusters;see DetailsRigid Insulation, Tapered 3/4"T&G CDX Plywood Sheathi Prefabricated Air Baffle Double LVLs for Rafters @ 16"o.c. (See Framin n future dormer Gable end wail projects over W( A3.2 wall below; See Details, Z RINCIPAL JMD - J A. VTF ......Wi [ROJECT# L [i--I— + I ._..... ............ ............. DESIGN DEVELOPMENT — — — — —- — — SECOND FLOOR PLAN _....... _........ ............._.........._....... .................. UA DOYLE COFFIN ARCHITECTURE,LLC 2017[9 ............... .......... FtcDApe01 0 KAI 2'4" !II !!1 I!' `yq+ I...................................... ....._....... .... ... _. ........._._...... ... ....... .. ......._..... ............................ ... ............................ ............................. .. ..... .. ............ ...... ... .. ..... ....... .. _..... ...... .. .. .... ..... ...... .. ._. J � .. 11/IIIgIIIfi R7+111111'Iq� ............ ............ ._.... .............. ... .........J I- ........_ .................... . _._ . 1 2 3 4 5 . _L _. _.. . .. .. ...... . .. ... . .................._.._� . . __.. ........ . 8 _L 9 r _...................... . .._................. � _. ...._...�._............. _.. . .......... . _.. ..... . _..._........_................ ..... �_......... . .. ..._.........._ . .. . .._.. ...... ..........._............_...................... ._...........�_........_ ...................._. _..............._.... ... .. SHEET NOTES � I... ... ...... ... ... . .. ............. _... i 1 : /" . i I : Fr,.. I i 1 I �► J j T I11 lI 3 £ I i � i I � 1 A! _.l Op �� r ili r ! : . : i 1 : !I j .L�A � T F-.,E T U E I i i 1 I Doyle Coffin Architecture, LLC i I : 158 Danbury Road i Ridgefield, Connecticut 06877 . 203I43116001 I I ii i 203 1 431 1 9764 fax I ' info@doylecoffinarchitecture.com 1 i doylecoffinarchitecture.com 1 I 11 I . . .... ......_........ ... .... J B � I I I i I I i , I� ...... j L _.. ..... .... ............ ............... ....._J I I I i 1 _................ .. _....... Ii I C I ' I I I . : ; ! I 1 L—.. ... ..................-........................ .. ........... I , d I II : : . .. _ I ' 1 �NOTES Outline of exterior wall f- . !i .. :: : .. :� below shown dashed `.. - ---- ' - 11 iv _ ! i I is i DI iI T ical As halt Shin le Roof ! I '' ' Architectural Asphalt Shingles ! I ( �I I I j I Ice&Water Shield to 6'Above Eave III I I ! i I! I I I 5/8"ZlPsystem Sheathing I ! I II ! I 1 I Rafters @ 16"o.c. (See Framing Plan) !I i I ! : I I I R-49 Batt Insulation i 1 i :I 1 i ji i I! I j I ! I I I ' it . 4 Mil Poly Vapor Barrier I I, 4! - 12„ -- -- 1/2"Gypsum Board(Finished Spaces) 11 ; 1 - ► ! _______ ______ ___ I I 5 /:1 / r— — I I I I I I I '- — Outline of exterior wall 5"Aluminum half-round ! I ; I I; " ..:' 1' below shown dashed gutters,roof mounted;4' ( I I! I I' N I r I I ' <)'� Ref. North aluminum downspouts,typ. ( i I' r I ,1 I I I : 1'. I T' 5"Aluminum half-round i ! ! I I' I gutters,roof mounted;4" I I 1 5"1/12" / 12" : Note:Ice&water shiled over i ! I ( ( i 1 I I --- -� i aluminum downspouts,typ. . I .. ....._._..................__..... __...... ................. ._.................................. ....... valley to 18"each side,typ. I - -- -------- .. ..... lam - 5 -------_..-_.--------------------- -- __ ______ ______--------'- ' 51 _:a_ �_ Note:lce&water shiled over Roof overbuild;shown r f � - 18 r r i . I I val y o each srd yp ! hatched t :::::::::::............... .. ! ,.�` .,,, { . le ;t e t I I i I YP , ......... }_ _ _ ...'..Z. . ..__........... ... _ . I.. NEW CONSTRUCTION FOR I. _ r j - - I - -- shown .. ... -......-.... ..... .. .. ... _ Roof overbuild; l ; ;; _ _ I I It f : I I - hatched.typ Id i L I .. .. .............. ... ! ..... .. . ._.......... _ 1 I . ... 11 I 1 _ 1 2 I 11' i 1 / ! i i 2, /1 j ical Asphalt Shingle Roof E 11 /12 i i i 1 ... .... i� - ?.- I' hingles 7�T A �T I .: A ��T chitectural Asphalt J ES DIANE I 2 12"/1 ! ; ( -�- - ------____N I 1 I! I __-----_____-- _ _ ___ ________ ______i Ice&Water Shield to 6'Above Eave 1 i t1LV1 M. & M. I ... .. - ;, - ;�„1 2`/12 r I 5/8"ZlPsystem Sheathing i it i l I .. r.--. 2! / 1! I Rafters @ 16"o.c. (See Framing Plan) 1 .... 1 2 A V I I ! R-49 Batt Insulation I BAKER _ .... .......... . _... ... .. . ....:_:....... .. I ( N I : I N I I i !! I � I 4 Mil Poly Vapor Barrier ; I '" i t 1/2 m Boar coshed BRICK YARD ROAD I II i� .. I ; ! I "Gypsum d(Finished Spaces) I Outline of exterior wall t ...N .. .......... ' I1 I ! i! ! N I j i ; ! .I : ! below shown dashed ; 1 ! 'I I' I i _. i 1: 0 I - __...__.._.__...._._...__-..._. _.__..._............................ I; -- -........ Ma nr himn lue. t. ,.. so yc ey,b stone BLOCK 44 LOT 6 1 T ical As halt Shin le Roof _t......................................._......... _.._..._..........................._..... ! I !I i ! ._.._.....__........ ....._... .. __........................_ L.. cap;copper flashing•tYP ! i . Architectural Asphalt Shingles .......... jl _.. I ! ! -� -l :: _ i I ; __ i 1, Y Ice&Water Shield to 6'Above Eave - (' i I I ! ! !i 1 I —i Cricket,copper flashing,typ FISHERS N N 5/8"ZIPS stem Sheathing I .. _.._..- . ...:.:....:.:._....- . - -......... ...... _... . . ._.._ ..._-.. . ... ......._.... . . ...... __..........I. Y 9 ..._.. I 1! 1 i I I 2(� Rafters @ 16"o.c. (See Framing Plan) 06390_.................._..._.._.. _...... ........... . R 49 Batt Insulation I .... ........... ........................ _... .. .- 1-.. t ... ...... _. _..........................__.......... . ._.._... ...._............... _ _.... ...... _............. .................__........... .............................. l I! ......... .. i Shingle prow,see 4 Mil Poly Vapor Barrier I . . _ . Elevations&Details 112' Gypsum Board(Finished Spaces) ..... I 1 J 1. I I GENERAL NOTES ; Issued for Permit 10/30/17 l _._........................................ I ! Construction Notes• REVISIONS i .._.. ...._..... ..........._..............._... ..... - ....._.. Shingle prow,see i l.. . - ... . .. i _.. . I Elevations&Details I !': 1. New walls shown shaded,typ. I I !i I i; I DESCRIPTION I DATE 1 : A 1 Shingle prow,see r l 2. All interior partitions to be 2x4 studs C� 16"oc.......... . F ' ! ; 1 I i I I Elevations&Details ! ! I 3. All exterior walls to be 2x6 studs @ 16"oc. 1 : � _�J1�_� ___ ��----* �- --I---- -------' -- -- I _ I ISSUED FOR PRICING [1] 04/29/16 rt : , : i , 7 _ 4. See Framin Plans and/or Sections for floor I I I '' ! I! - I" - __ ! ! ISSUED FOR PRICING 12/01/16 1............ _ i &roof framin 21 T _ . : . }III- _ = °li ! j i j Ij ! ' :T "' !' N N ! i ' Ii _ N N 1 ' 9 G : ! : : : 9 : . : _................................ ............. _ II i i 1 REVISION 1 12 01 17 I; _............. i, d mens ors shown to stud face. Verrify in [ ]i 5 A! I I' l 1 i ; ;I ! I I ! 1 1 i i I ',I I I; I = �; I I I 3 field all dimensions prior to construction. ; . �I' I ... .. .....-...... ; i I I ! I i r I i! ............................... ..... . _... I !, ! . . ._.. .N .. iil=ii-� 6. Infill walls as re uired in areas of decoolition: 1 . . .. .......I I ..__.......... ..._.... �.... I , , ; : I :, I ... ...... ....... ..........._..._.......... ... ..........._......_'_*._._......._.... _ ! ! ,! I I. _................ _..... ........................'__:............... ..... ! l u ! ! '` it I 1. A3.2 I i : 1 , ; ! ' I . �! y 1 I r I I j, I patch&repair wall finish, flooring, ceiling)finish i : I ! _ . I .i . . . ! ! , 1 I I I Ii, ........ .... ..... i 1 ; ! ! C i i ! I Install ice&water shield to 24 1 ! I I (i I I &millwork as required,typ. i 1 up vertical wall&24"over roof i 7. Paint all new walls, areas of patched walls : I ! I! I i ; j ; 1 {.:..._. ..... ................ . . .... ..... ! _._ _ .. I Outline of exterior wall P I 1 �' �; 12"/12i 12"/12' b and millwork as re uired.'I i I i ---- ------ -- - ... .. .. .. ....._..........._.. ......1. elowshowndashed i ! I I I I -+— T �► 1 I j : . I ' i I I I I 1 j I, I' I ; i ! 8. Provide&install new switches, wiring ! ' I ! III, I' : ! ! _ _.. ....... ..... . ....... 1---=._.. -------- ----------------- ----------------- - -- --------------�.: I I ! I l... N Covered Gara a .. . ...... I ! ! !' I outlets, etc. as required b code. Install new I , P I I I ! I g I!: I, ! �' I 1 y I , I . i 1 ; Connector n - ._:_ ..-. dl I !: ? I .- . . ....... ..... / . fixtures. i + I_. I I !_ . _ . . _72 SF.._ .. .... K ..... _. 1 I l : I I t N + I �I' I I I 9. Provide&install new plumbing fixture as I l I .... _-------- �- - Ie Into exrsU umbl tem. I 11 I ; I: show ng pl ng sys '' ' _ 11 I l „ : II : I u I I . i l 1 i I O er '� .............. ....... ... __.. u-' - - - -' - ..... w ! I 1 .. S - - - - - - I' t nY i I I I . i j Roof overbuild;shown Electrical Notes:: „ I I L-....... ......... _. . I I ' _ I ..... . : c /: ;_ I / i I 'I I ! : i : I 1 ! 1. Provide&install new switches,wiring _- ........................._.... I: I I I N I _- I hatched,typ I i ; .. -.-- -- -- - - - - - ---! 12 /12" I I l 1 "/'12� I i ! 1 i ! r -! / = =�. I PRINCIPAL JMD ■ ' I i I I ; I 4 - I- I I I ! __ _ __ tred y ode. Install new I, -.• '� _ /l -��� Note'Ice&water shiled over Outlets etC a5 requ' b C Ir I I I _=_- - d - valle to 18"each side t I ! L I, G� 1 , I „ : 1 is I I v I I I Y- yP• fixtures. __.. .. •� j,1 I I ; 1 ! ! I I !, �I i '': I I I I I I i. l i I I Copper Eyebrow;see t I I 1 i ! , I r I I I I I ''' !: it ! 1 2. Provide&install new Smoke Detectors, A. VTF ''1 i 1 I I 5"Aluminum half-round Install icce&wale l ' I I I a t Elevations&Details I ! ;, I I ertical 1 I I ! I and CO Detectors as required b code. - 1 Ij II i I I : shield d tco 24"up v 1 j 1 I �', gutters,roof mounted;4" Y �......................... k. ' I i :I wall&2Z4"over roof I I I Io I; j I I i i 11' l 1 I I I I aluminum downs uts t P 9 P ! Note:I e water hiled over 1 !€ I ! I I I I N c & s ) Po YP• PROJECT# 813 I l ! " ! j ( „ I ( I 2. GC to rovide wirin for all Tele hone& I I ! I I I i I ( I ! I I D coordinate I w . i I I ! I valley;to 18"each side,tyP• I r I � o ! I i i I Data outlets, c i locations with I I i i i !I i I I 1i 1 ! I!I j 5"Alumninum half-round 1 I !I j' I I Typical Asphalt Shingle Roof i �1 Outline of exterior wall I ! I I. I 1 gutters,,roof mounted;4" I I I I ! rchitectural shalt hin les III i I j I I ry' li i ` I I 1 ! I I q P g Smoke Detectors are required: in each I I DESIGN DEVELOPMENT ! I I :: below shown dashed i �2;/12' 12' / 12" alum.ddownspout ,typ. I !I i Ice&Water Shield to 6'Above Eave I '! __Y�__ _ _____________ I sleeping room; outside each separate sleeping s I I I j ! i I I L J I j I I 5/8"ZlPsystem Sheathing I ' I III ; : ! ! ! -------------- 11 I i I I " �Ii '' I! I S thetitic posts and u--- -� I I Rafters @ 16"o.c. (See Framin Plan area in the immediate vicinity of the bedrooms; !I : i f 1 I I i I I; I I I 5"Aluminum half round Yn Po 9 ) I I I ! I 1 ! I V ! decorati:ive railin S, td. II 112"/12" 12"/ 12" R-49 Batt Insulation at all stories of the dwelling, including the ( ! i ! gutters,roof mounted;4" III i I I ' j it I 9 P I .. -------� I d I I ! I 1 I f I II aluminum downspouts,typ. li i ! ! i I : I € 4 Mil Poly Vapor Barrier basement. All smoke detectors to be 1 1 1 I ! l I! I I I I �' ! II I€ i 1/2"G s m B u oard Finished S ace s.. interconnected such that one detector wlll I ` I I YP ( )MR f 1 P i T icall EPD oo ROOF PLAN j: ! i I . I I I ! I I I! I 1 1 I ! I I'I , I l I! i' I f I Roofin tem - r! T ical As halt Shin le Roof j I EPDM f g Sys - l activate all buildin alarms. Smoke detectors ! ! I I i 1 ! :r T ;, 9 I ! Iil '• 1 A3.2 I !• h l in I i ulation Ta ered I I Architectura As a t Sh es i I: I Ri id In s I i i p g i g P shall be owered from the buildin wirin and a 11 l ' i P 9 9 ! i I '' :I Outline I of exterior II II if wall I i i i s `` l' :i ! I I I , I 11 Ice&Water Shield to 6'Above Eave I I. l4"T&4G CDX PI ood Sheathing f III I I ! ! ! ' I I I I I 3 �" g I i ii I batter back-up. I i 1 I I ! below shown dashed y p' I I I ! 5/8"ZIPS stem Sheathin I'' r f icated Air Baffle I I. I6 1! ! Y g I !i ( j 11, Peabrl '. I '� I I i ��--- -----____ �'_-f'--- - --'--- --- ---- -- 1 ;; i i _......................................._...................................................rJ Rafters @ 16"o.c. See Framin Plan I I 1 r I @ 16"o.c. See Framing Plan I '' Rafte s : ) ii ( 9 ) ( 9 I I II I!i ` I' it " I ! I �I I I Carbon Monoxide Detectors are re uired R-49 Batt Insulation I I q 4 Mil Poly Vapor Barrier ii 11 ' j 1 !i i outside each separate sleeping area in the _.......... ....... ................... .................................__.... ....E'._L. ........._......._............. 1 :' _I _1 I ! ' _ i E CO 1/2"Gypsum Board(Finished Spaces) - _-- -� ----_ _� �_�__ I; __� ______ _____J I immediate vicinit of the bedrooms. All CO COFFIN Shin le row,see r-nnnw,r ;; -- - _ 11 i : -- -- -- J— - Detectors to be i terco'nected alahmsatCO " ,�t=D A y/,,/ .. 9 P rl I I I _ detector well activate a building �4. T // SHEET H Elevations&Details - R Detectors shall be powered from the building ; j{.',4; �o�r�M. % �n%, ! wiring and a battery back-up. �+� I001111 �I I �� __ +:--- I 1Al Ek � I ti c� ROOF 00 PLAN cr O k' r -- T 02855 Q` ! i : �. y �`° : : I . "Dom/OFiNnnn ��oQ\\R�\\ i ,/�°'gib,,,T 1 lilt i ....� ...� .. �- _..-�-- � �- �_ _. .__ .... - - - ­...�.... ......�.......... ..... ... ........­­­­. 1­ . � - � �� � .. - � ...... - . . ....... .. ........... ........... .. ...... . .............. ............. ... ...... ...... I 1 2 1 .. . . 3 .. .. 4 _ . ......._._....... .._ L_........................ . ...._.................._... .... .5 .........._........................._..._................__.... L.- 6 7 ...--L_..... ._.......... 8 L 9I. 10 .-............... ....._............ ....._.........._............. ..._..__......................................_..... __.... . . ........ .. ....._......................................_.................................................... . . ....................... . . . . ..._... ....... .. ................. .. � .. . 1. : ,,� i zfr7txI �J ' A DOYLEICOFFINT : I C E T U It 1 i Doyle Coffin Architecture, LLC i ' 158 Danbury Road Ridgefield, Connecticut 06877 I 203143116001 j i 203143119764 fax I 1 I info@doylecoffinarcliitecture.com . y . .. . ..., . ... i do lecoffin r__ _ _ — chitecture.com _. . _.. ......_...... ....,:-::......................:::,::....... . .......... _..............._. ........... .. .. ...........................I ... .. ............. .. ... . Al Y B ......_.................._............----......_......__.__............... _ �__ .,— - - 1L �........�..........�­.. ..­...­­­.. . ...­­­� ..... ..­­­­­ .­­I j . __ ._, - --,., _, ..,.,__,,., . .._.,_,_,..._._. .._ . ......... .... _.. . - ... . .......................... ............................................._...................... ............. . . _ - . : ......:...:.....:.._.. .,•.....1. ,..............,..._......_1:,•,_-.•,,...._:..::,.::,..,.::,•::••....:.........,:...,,.:,.,..,,.,.,....:.. ....... ..._.-........ , I . ... .. ........ - ............ ... __ ,.— _._ _. _ __ _� ....._—._. .... i I „,,., . . ... .... ..________ ._ - .. ... ... .. ............................................ .. ...... .................... .......... . . ... ......... .. . ..._........... .. ...... .... . . ..........._. w. _ -. .w...q _ , . . . . ........... ....... - .... --.. . .......... .. -4:7L Second Floor-Garage - — - — - . . - Second Floor-Gara e - : r.._..._. ... ..................._-.__.........._......__................_...._- ........................_.......................... 7 `J 10'-1 3/4" ...... .-_.-.,_ :_. W 10'_1 3/4" -g - - . .......... .. ...... _ . -- ,. .. „„ - - - - - - - - i ., , ._ ,« �- _ m ' M. _,.... . ., .- - ,I.-:i. _ B .. ,-:'.«...,-..............: a ---��-.. First Floor „..»<w..: .,.., w.,, .: -;-,..,.._,,:-< ,-.. _. b..',: �:; < -. - First Floor- 62 0 .. ,. 62_p _ „ r- .i - U. C LT.O.Foundation-Garaige— _ r " " _ _ - -— ll T.O.Foundation Garage _ — _ `"`tt, _ _ - - -1'-6" -- - r�- 1-s" Gara e 2,p,: Garage I -2-4- 1 I I i II 5 EAST ELEVATION-GARAGE 6 WEST ELEVATION-GARAGE �- _..-J A2.0 1/8"= V-0" A2.0 1/8" = V-0" F . ........ .......................... . - . . ... .... .. .. 7 it i1 i , 1 Masonry cchimney, Shingle prow,see Masonry chimney, j ' copper flasshing,typ. Elevations&Details -= copper flashing,typ. i r rh Roof Roof - - - - - I/ 1 ....................._......... .._.............-... ............. 26'-8" - - - - - - - - - - - - - . . .. ..._.. . ... ........._.. . . ..... - - - - - - - - - - NOTE ................... S.................................... 26'-8" I I ............. . .. .......... _...........:.... ...__......... ... r n I ................. .... .... _... - ,:::::.:::::,-::::::::.:::.:.......::.:.:.:.::.:.:::..:':::::::::.: _...... .., .::-.-::':::::.._. .. _... p all Architectuural Ash Architectural Asphalt __... _._... _..._ - Shi Rtoof Shingle Roof - - t . .. ...,,.... ..., ..... .. .............. ...... . ................... .. ..._.._m...___,.,,..,,..,._.........................I.. . ............ I Architectural Asphaltr��������� ... . ........ ............... . ...... ......... .__ . ........-.............................._..... a, ............. . ..........._......_..... Shin le inhlay,diamond .. Gable roof overhang;p D Shingle Roof g .... window bump-out below 9 f""�Y` -',F .:......:......... ...... . ........ .... pattern to:align with shingles _.. „, . 9 - i .w•:-� :,' ,. _ ... . . ,i,�:�.:.,;.:. a,. _,,, e roof rig; _ - ......_ m :; .... . .. .......-............,...:::::. Gab , .<. _._ - w ndlow bump out below Shingle ow,see i _� Shin le row,see - �°. : . . _ Gable roobf overhang; rr, Gable dormer Elevations&Details .. - :� -W- r4 Elevations&Details .............._...... .. .. -........_. ................_.... .. .::....:::..-:........ _...................... .-......._:_....... ..... . window bwmp out below _,:,, i: .... . ........-....... _:..:,:....... . ..... . - e trim;... ................. . -- �� .•r,,-?� Synthetic -m; _. . �. .. 14. , .,, .%: .. - pain - ® «_" Synthetic rraketrim; -�.. - Install ice w r ... M,..._,,»,, - - - Covered ara a "' t& ate 4'�_'�� ,...., arnted t - _.. g g — u. .._. _„ _........ .. �,.__ ,. _. ........ p p .. .. YY led YP B B B „ q shield to 24"up vertical connector O O O 11/ ...,.., ..,., OA •..r_._,...........,.:.•. _4 ; ='. x t .. . wall&24"over roof _. _ b v .., ,,, - 1._ . 11�--- - » M .. ».., ;. _. <".p _: a._.,,,; Shin le inhla diamond 3 1. g y, ...... ... < A3 2 _> .�,, , 11 k , ._. ....: .............._77 . .... ....._..... Architectural As halt / - ' _ ,. 17 r.• k..._.`�" - U_ pattern to align n with shin les . ,.-(M.2 ._.... ..... P 9 9 I -... p Second Floor_ - «" "- - - - r ° - — _ - _ _ Second Floor _ _ _ Shingle Roof ........ - ----. _ — - - - 4 - �� M. ,< v 10 1 3%4 � 10 1 3/ ' - .............. - - - - - — - - - -- - - - - - � To Plate-FF -- --- -- - - _ __ ___ " -- . - -- v 1 _ _.. - ��_ _, �. m r...... eave trim;f aanted I' f � Top Plate FF i Cedar shingle siding �l � 5"Aluminium half-round i \ �g g _ . - NEW CONSTRUCTION W'nbump-out,r dow FO R : OR x r f mounted 4" ( 5"a osu e,t utters,ro�o P YP• 9 ". J. ; _1: 1 i D ::E H \D B A A B 0 a umrnu _ w- ..:. -.__ _. _. ___ M. __. _,_, ____ _, , bourn out ' i r•- - ;7 Window p _ Fi t I r ] � :7 �.,1�i,�, I ::.i : - \ i Screen Porch; rs F oo ""' ' see Detailis I N ., , .. .. _... ". ......... ... ..M:. .:.:..:...... 1 _ LJ \ i painted,t 2- "` First Floor P YP• _ . _. r '- 62 0" E 7 �,, -� - -. T.O.Foundation w - _ _ _ _ _ - -----_. - - - - - - - - - J ES E --"_ I -1'-2,/8" -_ -_ � T.O.Foundation - M. M. I Gara e I I I I I I I I I I I I I , i AM & DlC1L �- overed entr & 1 2 1/8 i 0" I I I I I `f y 1 I I I I I I I BAKER i I I I I Bluestone steps I I I I I I 1 i ! ---------------- ----------------- ----L -----H-------------------------------------------------i II ' r�------------------- a r1-- ---------------- ------------ r--------------- r- r-------------- -----� ------------------------------------i-----------------; L--- ---------------J ------ J L-- j-_--_----------__L-J L------------------- -- - - - - - --- -------------------------------�1-----J BRICK YARD ROAD I 10x10 PT Post w/1/2" i i i j I chamfered corners,typ. I I I i I BLOCK 44 LOT 6 Basement _ _ _ Basement - ' - - -- --- -- -_- -_ _- =---- 1 - - - - I 7� Y `J FISHERS ISLAND, N - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - —I- -r- - - - - 10'91/8" r-------------------------------------------------------------- 10'91/8' -- __, I RS ISLA D I � ---------------------------J ! i 06390 ! L . . . ......11.............. .....J .1. ..................... _ 4 EAST ELEVATION I- I_............................................... --- - - I Issued for Permit 10/30/17 1 SOUTH ELEVATION A2.0 1/8" = V-0" _.......................... _................_........_...._._.................._..._........I -../17 _... REVISIONS Q DESCRIPTION I DATE F ISSUED FOR PRICING [1] 1 04/29/16 ISSUED FOR PRICING [2] 1 , 12/01/16 i Masonry chimney, Gable roof overhang; Masonry chimney, 1 REVISION [1] I 12/01/17 copper flashing,typ. f-fir- I window bump-out below copper flashing,typ. _ - ! _. :• rRoof - - - - - - - - - - - - - - - - - - � Roof - - - - - - - - -'1,_ - - - 26'-8 - - - . _ ......_ .. - --- ------- ------ - - - - — - : 1 _... „ 1 ' _............................ ...... .. . I ..... -....................................................................... Architectural Asphalt ,....:.... _....... .,.::,:`.,.., . ........._............................ .. .......................... ...............:.:._. ............. .. Asphalt Gable roof overhang; „ p alt j P r g S it oof Shingle Roof . .._ ...,, -........::'.:..'.:.. ........... s. -. __ _:^.: Shingle Roof window bump out below hinglecR -` Shingle prow,see i _ .: Architectural s i ................. ...................... ..................... _........_....._............_._................... ....:........,...............::.._........: . ..... ........ ................. .. _.. Elevations&Details i :. . . Shingle inlay,diamond •,. °'' ".ri" .... .. _. - Gable roof overhang; 9 Y �.._.; a°: i.a_. Architectural Asphalt i pattern to align with shingles ------- ----- . "' - - -- :," ..•;:, ,`, ,,..__-._,....,...._ - Shin le inla diamond Shin le Roof ......__ P g g ,il g window bu pout below ,_,_ _ _ M. -"r'• o hr s .--.. 9 r pattern t al gn w th s n le i y Synthetic rake trim; =.'.'...,... ,.. ,... .... . - Shingle prow,see - .. - Synth i 't FF , ` »;! a to painted,typ. " _ ' ' Elevations&Details --- 1. painted,typk / .. ... :.< <..,- M�"" \\ Gable dormer Gable dormer _. - - ...... ` ........ ..... b — - .. I Install ice&water shield to 24" M, « L u vertical wall&24"over roof © © - . © © © �_. O ............ .......... P _...,:.. ,- --_ w_,_... A © Architectural Asphalt RINCIPAL JMD ...... . . . ... b. .. _ Architectural Asphalt Roof .._. Shingle Roof P - -. .. ,___. . � 'n le i� G �._...,�.__ .... ........... - . .. ...... .... rh Second Floor - - - - - - —-.. _ 1 +::`_ _ Second Floor - - To Plate-FF -- --- -- - -- _ -_- ---- -- - - - - -_- ---- -- To Plate-FF � - - - ---- - - - - -_ -- - - - - -- - - — - — _... _ __ k. �� p� P A VTF : . M., PROJECT# 813 _. ___ ,:. .p _ 5 Aluminum half round I �, Cedar shingle siding j I ,:. _. «_> w 4_1_II 4 \ LJLIJI ul - " - 5'ex sure,t 5 Aluminum half-round _ _,-, lIi gutters,roof mounted, J J 11 I r- - Po YP•i , , �/ \\ $__ ,: utters,roof mounted;4" I I aluminum downs outs t " 1 1 I I I I Shi s knee rackets t _-_.. s 9 i \ r C - P YP H D H C I P b „� c _,-,_ I DESIGN DEVELOPMENTOOP a aluminum downs outs t ,11 t _117 1 J P YP•see Details �• - 112 I _y Outdoor shower L ".':1 :II :„, t _ .- enclosure on wood r•-- -� --- � I deck ee Details creen Porc painte ,typ. " . - 9 rh .First Floor ., ---.w n I .: i 1 i - J ,,...... .. ..- 1 I: . . : ,.�.. ,:. ,_._,.. F rst Floor I 04 n d s2o _ _ - - - - _ _ - - - - - - - - - - - - - - - in s �/J �a , - - � _ _ _ EXTERIOR _ - T.O.Foundation - - - - - - - --- Q -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ 62 0' - �1'-21/8" - _-; - - - - — - T O.Foundation 1 1. 1 E L EVATI OIL S , 1'-2 1/8" rh Gara_e I I I I I I 1 1 I I I I rJ-2'-0" I I I I I I I I I I I I I I I I I ! I I I I I rI,J-__________________I I I I1--_---_ il__-__-_________---_____—______-----Lr �_____� --__--1r1________ ___� ' I . tJ--- --------------fJ I I I L-----------------i------------------------------ L------11--------------------iJ I Window bump out, 1 I 1 11 ______J ______ ......... .. I I I I OC DOYLE COFFIN ARCHITECTURE,LLC 2017 see Details I I I I I I _... _.............._......._..... 1 i 1 �..._. SHEET �Basernent _ — _ , _ _ _ _ I _ _ I i I g091/8t I _ I -� H j -'1_6 118„- r_---------------------------------------------------- =---J-J-'� - - - - - - - - - - — - - — - - - - - - - - - �i=- _- - - -- -- -_- _- -_- _- -- -=t� - - - - - — - — - - - ,�,,,, � 1 L---------------------------------------------------------------J L------- ---------------.-----------------------------J 9A .n""P.'l,D �iT � ii ,k, C3y" �0 P f `r+?1, 'r�A 't'= 'i I � I�.p ' 11 ! 3 NORTH ELEVATION 2 WEST ELEVATION - +.,_,a, 1, j A2.0 '4� 1 : 4 1/8"= 1' 0" I IX Q' 0265yh �,'�� ' 9�, � O i 111� ........- -... ............ .......-....-..... .......... -. . . . J L. �nunr .mm J L_ - ---- _. ... .... . �.._. _ _.2..... J- . 3.. . .. 4 ... ... 5 6 L 7 .. 8 _.. --� --i �-SHE ET NO TES -I FF j ROOM FINISH SCHEDULE ROOM FLOOR WALLS CEILING MILLWORK NORTH EAST SOUTH WEST TRIM TYPES WAINSCOT A CHAIRDOYLE MAT. BASE MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN, MAT. FIN. HGT. BASE CASING CROWN RAIL PANEL FINISH I I FFIN Not Placed ARC H I T E C T U Storage/Spare Space N/A Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part j i Basement Mechanical Room Conc. MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint 9'-11 3/8" 2-Part Doyle Coffin Architecture, LLC Stair Hall Conc. MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint 9'-11 3/8" 2-Part 158 Danbury Road Storage Conc. MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint 9'-11 3/8" 2-Part Ridgefield, Connecticut 06877 Unfinished Basememt Conc. Conc. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 9'-11 3/8" 2-Part 203 431 6001 203143119764fax First Floor Alcove Wood Woo-d-T GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-11/8" 2-Part 2-Part 2-Part • TBD info@doylecoffinarcliitecture.com do lecoffinarchitecture.com Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-11/8" 2-Part 2-Part N/A y; B Entry Hall Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part • • TBD L —� Great Room Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part • • TBD r Guest Bathroom Tile Wood MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part Guest Bedroom Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part Guest Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-1 1/8" 2-Part 2-Part N/A Kitchen Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-11/8" 2-Part 2-Part 2-Part • • TBD Laundry Room Tile Wood MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part Master Bathroom Tile Wood MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part L —� Master Bedroom Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part Master Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part Master Entry Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part • • TBD Mudroom Tile Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-11/8" 2-Part 2-Part 2-Part • • TBD Office Wood Wood GWB Paint GWB Tile GWB Paint GWB Paint GWB Paint 9'-11/8" 2-Part 2-Part 2-Part • • TBD Pantry Powder Room Tile Wood MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint 9'-1 1/8" 2-Part 2-Part 2-Part • • TBD Screen Porch Stone Wood Wood Paint Wood Paint Wood Paint Wood Paint Wood Paint 9'-1 1/8" N/A 2-Part N/A Finish Wall,see Schedule — C Staircase Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 2-Part 2-Part 2-Part . • TBD Two Car Garage N/A Wood MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint 11'-1 1/8" N/A 2-Part N/A RSC Wheaton Back Band Second Floor Alcove Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part 2-Part RSC 3 1/2"Cambridge casing L_ Bathroom#1 Tile Wood MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Paint 8'-6" 2-Part 2-Part Bathroom#2 Tile Wood MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Tile MR-GWB Paint 8'-6" 2-Part 2-Part PRELIMINARY NOT FOR CONSTRUCTION Bedroom#1 Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part THIS COMPUTER FILE/DRAWING IS FOR Bedroom#2 Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part INFORMATIONAL PURPOSES ONLY AND IS NOT Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part CONSTRUCTION DOCUMENTS FROM THE Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part — ARCHITECT. Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part - - - Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part NOTES Playroom Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part Stair Hall Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part D Staircase Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2-Part 2-Part j ~ j RSC 3 1/2"Cambridge Casing 0 f_ Finish Wall,see Schedule NEW CONSTRUCTION FOR Ix lo ° d Cedar Shingle Siding — Cedar Shingle Siding E ° r _ JAMES M. & DIANE M. l a 1/2"ZlPsystem Sheathing 1 1/2"ZlPsystem R-Sheating j Concrete — CM Frost Wall 7/16"OSB+1"Rigid Foam,R-6 Foundation Wall ° ° q 4 TYPICAL CASING DETAIL_ BAKER ° d ° 2x6 Stud Framing 2x6 Stud Framing 3" °° ° @ 16"o.c. @ 16"o.c. - ° 41 ° BRICK YARD ROAD —� W a ° Uj _ _ W f 'v ; — BLOCK 44 LOT 6 W °g ° = W W W Finish Wall,see Schedule d °; ° , __,...._` _ " FISHERS ISLAND, NY d R-21 Roxul Batt Insulation _ L _j L Spray Foam Insulation F Issued for Permit 10/30/17 4 Mil PolyVapor Barrier p M Construction Notes: REVISIONS 1. New walls shown shaded,t e° = 3 1/2"Cambridge Casing Yp• DESCRIPTION DATE F ° °a ° ° 1/2"Gypsum Board 5/8"Type'X'Gypsum Board - 2. All interior partitions to bie 2x4 studs @ 16"Oc. 3. All exterior walls to be 2xc6 studs @ 16"oc. ISSUED FOR PRICING [1] 04/29/16 4. See Framing Plans and/(or Sections for floor ISSUED FOR PRICING [2] 12/01/16 44 5/4x6 Flat Base &roof framing. 2 REVISION [2] 06/15/17 A B C C,� 5.All dimensions shown to stud face.Verify in N field all dimensions prior to construction. 6. Infill walls as required in areas of demolition: patch&repair wall finish,flooring, ceiling finish I - Finish Floor,see Schedule &millwork as required, typ. 7. Paint all new walls, areas of patched walls and millwork as required. 8. Provide&install new switches,wiring, outlets, etc. as required by code. Install new fixtures. 9. Provide&install new plumbing fixture as 3 TYPICAL 2-PART BASE shown, tie into existing plumbing system. 1/2"Gypsum Board 5/8"Type'X'Gypsum Board 1/2"Gypsum Board 5/8"Type'X'Gypsum Board 1/2"Gypsum Board Electrical Notes: -- L— A0.0 3"= 1'-01, 1. Provide&install new switches,wiring, CRINCIPAL JMD] "r , 2x4 Stud Framing 2x4 Stud Framing 2x6 Stud Framing 2x6 Stud Framing 4 Mil Poly Vapor Barrier outlets, etc. as required byr code. Install new � G @ 16"o.c. @ 16"o.c. @ 16"o.c. @ 16"o.c. fixtures.Blocking as required 2. Provide&install new Smoke Detectors, C.A. VTF] I R-7.5 1-1/2"XPS and CO Detectors as required by code. I Rigid Insulation 2. GC to provide wiring for all Telephone& [PROJECT# 813] Data outlets, coordinate locations with owner. Finish Ceiling, O O O O O O O O O Smoke Detectors are required: in each DESIGN DEVELOPMENT see Schedule N N N N tv N tv N a) 4 sleeping room; outside each separate sleeping WALL TYPES & 5 1/4"RSC iv area in the immediate vicinity of the bedrooms; Southport Crown at all stories of the dwelling, including the basement. All smoke detectors to be ROOM FINISH 2x4 Stud Framing on 1x4 Flat Trim interconnected such that one detector will I Flat @ 16"o.c. — r> activate all building alarms. Smoke detectors SCHEDULE shall be powered from the building wiring and a 7/8°RSC Beaded battery back-up. 1/2"Gypsum Board 5/8"Type'X'Gypsum Board 1/2"Gypsum Board 5/8"Type'X'Gypsum Board Inside Corner -J 1/2"Air Space Min. Carbon Monoxide Detectors are required �O D01LE COPI IN ARCHTl'EC'1'URE,LLC 2017outside ] in the Finish wall,see Schedule immediate cvicinty of the arate l bedrooms.eeping aAll CO nohow a unn �HEET H Detectors to be interconnected such that one ""SPED Aq�°"',; D DA E EA F detector will activate all building alarms. CO Detectors shall be powered from the building M. ooy o n� wiring and a battery back-up. 1 .WALL TYPES 2 -TYPICAL 2-PART CROWN o A0 . 0 1 A0.0 1 1/2"= 1'-0" A0.0 3 02855a� Q� I • s, qTF � . . ..... .... __.._ _. _.... JL JL OFirrmnm �°° 10/30/2017 4:10:13 P11I I 2 3 4 ]_ 5 6 7 8 9 10 Roof- - - - - - - - - - - - - - • rT26'-8" : YLE 1 17 } 3s t Doyle Coffin Architecture, LLC —� 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffiriarcliitecture.com doylecoffinarchitecture.com L _ J BI_ _. ... I i I ,jtt# I ! ; I i I I ' I ! i I I 1 ` i r L_ J Bedroom#2: PRELIMINARY NOT FOR CONSTRUCTION THIS COMPUTER FILE IS ! I INFORMATIONAL PURPOSES NLIY NG AND ISO NOT INTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. i NOTES Second Floor D Flush beam,s1ee Structural Drawings {} iz TopPlateFF ,_ _ _ _ _ — 9'-1-1 1/8" I _ Ridge Beam,See Masonry chimney, ....................... - Structural Drawings copper flashing,typ. i I` ,..:.. . 268 - - - - - - - - -- - - - --- - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - Roof Ref. North r „ .�� �{` ,} { t },{ t } r tt /}' c{, x,. ,t.„.> }i{'.`' ,}{,t ,'.t. •fit{ { :, }. 3}k t.; {}x '1'• >' t 1 }Y.i, ,>{ ,'- - t } { t E> t 5 t# 3 t t � }{ E} f. '. i t , } t� 's �{ ;} t} `}' ' s. `t } £ t t '>i K'i t•i >;t{„s �;>i:}} } { }r`. ' } :? {' a }t� t' �}�, 'ii"i�' k - ' I t3 } ,} N yn{f': #}� z }>. { t Ft�t „ti, f ', i •• •.,, } }{t �t�} r>t ,Sti{}�}< of. { { t t > { f } �t t> '? 3 ,r�r„>} `�,}<, },, tst. f?4 .#S} ' Marvin Clad Ultimate NG i' L f{ : Window,see;Schedule m _ _ aai (3)2x4 Post with 3 1/2"x 7"PSL_Jack 3 1/2"x 7"PSL Jack (3)2x4 Post with NEW CONSTRUCTION IaTION FOR 2x6 King Studs,See Post to Ridge,,See Post to Ridge,See 2x6 King Studs,See Structural Drawings Structural Drawings Structural Drawings Structural Drawings 3 T ical Floorr oCID t I I I I A3.0 Finish loor, See Schedule 3/4"AdvanTech Engineered Subfloor 7 o I-Joists @ 16"'o.c. (See Framing Plan) ===, y;, °' \ 1/2"Gypsum Board(Above Finish Space) o `o I } ( }' JAMES M. & DIANE M. E N ;: k BAKER L I II Typical Exterrior Wall " Cedar Shinghe biding - - 1/2"ZIPsyste!m Sheating 2x6 Stud Frarming @ 16"o.c. R-21 Spray Foam Insulations I € L '"A 00 I I_...I �' it fl it 1f s 4 Mil PolyVa por Barrieri I _ i BRICK YARD ROAD 1/2 Gypsum Board l ! BLOCK 44 LOT 6 AI ve . Bedroom#1 Note:Continwouswaterproofing - BedroQm_#2 ! ;° CO B 3 i I: 'm C C l a C C I I at sweeps;t p. Ice&water shield I c� y Y at shingle sweep sheathing joint , FISHERS ISLAND, N J First Floor s2'-o° - - - - - issued for Permit 10/30/17 30"Shingle Sweep,see Details Built-in Window Seat Play'room Built-In Window Seatf REVISIONS rn econd Floor T.O.Foundation S _ _ _ _ I _ _ _ _ _ _ _ DESCRIPTION ! ' DATE - - - - - - : -1'2 1/8" IL 10 1 3/4,r t i - -- - - - - - F Tnn Plata_FF - ... - $ j1�1 --- ---- - - - - - - - - - - Second Floor-Gars e - - - --- - - — - - - .- — E - - — -- - - - — - -— - — - — ISSUED FOR PRICING tt . . g- - - - - -- ,. -. . . it - - - - - - - - ISSUED FOR PRICING[21 102/01/16 Finish Grade; Varies 8'-9 1/4' - - E To i Plate-Gaage :I I fI � - - -T - ... ..TYpical Foundation Top 2x6 P.T.SIII Plate Foam Sill Sealer 1/2"&12"Galvanized Anchor °.a = -•` ... f ; Bolts @ 6"•-0"o.c.(Frost Walls) I c `I ..: N l 3/4"f1Jx12"Galvanized Anchor Kitchen di �Q Great Room ( ster Entry Ma ter Bathroom ( (� Bolts @ 4'I-0"o.c.(Foudantion Walls) d I c> -- £ D 1'-0"Max.iin From Corners ` t Typical Foundation Wall I 10"Poured Concrete Wall = ti - , i i, (2)#5 Bars Continuous @Top and o . GO Unfinished Basement '� 0 Bottom of Walls o I _._.._____- - 116 �r �` E • Rub-R-Wall VNaterproofing -- -" ° .. ... j 2"Insulating(Drainage Board a' o First Floor --- --- - - _ _ _ _ _ _ _ _ _r I r"7 - - - L r!= 62-Q .. - •- ? Poured Concirete Spread Footing � � t {,syr�E �G ' { '2 �, f '.>t _ .t S ,t�✓1 R rti" {-F > yt,}{ r>>£t #� i# t, ., „,.,{r >tY2Y..,,}. ° < } . . } > t .t?, -' _ .. . Ii t.?tSL , .o ! }. {-1 >�, { .�{4t ,, • 9 � N � 1 } t � ,� t �3{. .� ,tt�s k .r t €�. ,,r ,{,t _ _ PRINCIPAL JMD Bottom of n Undisturbed Shall be 42 Below :.,,a,.,.. .:>t,t f <:.#:> r.., ::#., t ,..i..>t ❑e •❑® Grade on Undisturbed Soil,Typ. n � � T.O.Foundation � , �1. ., _- ---- - Gi 0, Typical Concirete Slab Floor n P.A. VTF] oncrete a p .. ..... .. �L. ~ ( t I r I 6x6 1.4x1.4 vw.w.f.Reinforcing rn ROJECT# 813] ° 1 2"Rigid Insulation,R-10 Min. — _ $ CF [ 10 Mil Poly Vapor Barrier Unfinished Basement =� I DESIGN DEVELOPMENT 6°crushed Stone � Typical Footiling Drains A3.2 r o A3.2 6"Perforatedl PVC Pipe, Holes Down a I 'o I c I it ! — Filter Fabric I p I o li BUILDING & WALL Drainage Fill Ito 6"Min.Surround II f u Basement SECTIONS 1117 it1 7 ° a i T.O.Footin _ _ — _ IL _ Basement - _11 2 1/8" rF °, -10'-9 1/8" 0'-91/8" _.- . Zi- - - I ,r COFFIN ARCHITECTURE, ! ,',;;"• 2�1/8" - - - - •n' 4' � �; '�'� -ootin DOYLE COF N AOIiI'I'EC' E,LLC 2016 ] y B.O.Foo12 tlnn _ a _ �-_ - — - - — B.O.Footing _ _ H — — IISHEET V��G eID Al;I 3 WALL;SECTION(1) 1 _BUILDING SECTION (1) A3.0 1/2"= 11'-0" A3.0 1/4"= 1'-0" 0285'5 Q OF N�'1�0•�\�\\ //Iry JL L 10/30/2017 4:10:36 P11I 1 2 3 4 5 6 1 7 8 9 10 r { 12" t '? ? Typical Wood Roofs, Cedar Shingles 12" 7 , , 30 lb. Roofing Felt 1x4 Lathe Sheathing @ 4"o.c. A! Rafters @ 16"o.c.(See Framing Plan) Roof— _ _ - _ - _ — - _ - _ Prefabricated Air Baffle } `E r j ' 0 IAT 26'-t8" R-38 Batt Insulation i .1� I N j 4 Mil Poly Vapor Barrier 1/2"Gypsum Board3s �"' }$ # ARC (-1ITCTU rz< } Second Floor-Garage A' { }"}2'` °° Doyle Coffin Architecture, LLC p--- 9 i ,rr r To Plate Gara t 'i< i ?' ''i Danbury Road _... ............. J T-8 5/8" - - _ 158 Ridgefield, Connecticut 06877 Aluminum half-round } gutters and downspouts -' 203143116001 _.......... ..........._. ... .. 203 143119764 fax Synthetic eave&fascia ?y r trim,painted;see details info@doylecoffinarchitecture.com doylecoffinarchitechtre.com i {, Typical Floor Finish Floor, See Schedule /4"AdvanTech Engineered loor ..:.:...'' 13-Joists @ 16"o.c. (See Framing Plan) J B : a- 1/2 Gypsum Board(Above Finish Space) f .... .. .. .. .. #, O Marvin Clad Ultimate NG r O j rn Window,see Schedule •@ T ical Exterior Wall Two Car Garage \ ;t} Cedar Shingle Siding v L_ Second Floor Garage - - - - { - IPsFstemrshea1n Cn _.._:... 1/2"Z { . b { i tFs}{ 2x6 Stud Framing @ 6' o.c. o 8'9 1%4" } j y �. _.... � } { fy} `' #` I' - - - - ion Tom Plate-Garage _ _ _ - o Poly R-21 Spray Foam or Barrier co 7 8 5/8' 4 Mil y Vapor rrier _. ............... / um Board Gyps I ao i ao I j II Typical Foundation Top f_. ` N al Foun i III. o} 2x6 P.T.Sill Plate Foam ll Sealer C Y'I 1/2"O 112"Galvanized Anchor Bolts 6'-0"o.c. Frost Walls #,} ( ) 3/4"0x12"Galvanized Anchor i s 4 u Bolts @ 4'-0"o.c.(Foudantion Walls) C A3.1 i3 al 1'-0"Max. in From Cornersf Two Car Garages C l 30 S Note:Continuous waterproofing i - Shingle Sweep,see Details ? at sweeps;t Ice&water shield p YP'. at shingle sweep sheathing joint T.O.Foundation-Garage -1=6,. - - - — I 03G j `i � Gara_ge -� __"" PRELIMINARY NOT FOR CONSTRUCTION T.O.Foundation-Garage _ _ _ _ _ r _ _ _ _ _ - - 2 0 g - - - E - - - - - - ---- -- -- - - -- Typical Foundation Wall - 1 2'-0" ° THIS COMPUTER FILE!DRAWING IS FOR r . 10"Poured Concrete Wall (2)#5 Bars Continuous @ To and INFORMATIONAL PURPOSES ONLY AND IS NOT P INTENDED FOR CONSTRUCTION. DO NOT START A. > Bottom of Walls a n Typical Concrete Slab Floor CONSTRUCTION WITHOUT A SEALED SET OF Rub-R-Wall Waterproofing N @ °9I Concrete a CONSTRUCTION DOCUMENTS FROM THE N I 2 2"Insulating Drainage Board II x6 1.4x1.4 w.w.f.Reinforcing ARCHITECT. Poured Concrete Spread Footing I I6 _ P 9 II 2"Rigid Insulation, R-10 Min. J ? }t Bottom of Footing Shall be 42"Below ° 10 Mil Poly Vapor Barrier - f E Grade on Undisturbed Soil,Typ. II^ 6"Crushed Stone NOTES 19 I r) Typical Footin Drains II" D !' (ASeccond Floor 10' 1 3/4" 3 BUILDING SECTION (3) @ GARAGEbo �• °° 11 a<� TJI @ 16"O.C. A3.1 1/4"= 1'-01, " Top Plate-FF~~ � -�°-� � :. 4 WALL SECTION(3)@ GARAGE } 2 ,,< A3.2 Ref. North Synthetic eave&fascia trine,painted;see details Roof - - - - - - - - - - - - - - - - - - - - - - - _ T ical Floor Fimish Floor,See Schedule R`s 3/41"AdvanTech Engineered Subfloor "' "' " s?}; >t: NEW CONSTRUCTION FOR I-Jcoists @ 16 o.c. (See Framing Plan) - 1/2"Gypsum Board(Above Finish Space) T Ipical Exterior Wall Ent Hall �_ , Cedar Shingle Siding ;t Entry 1/2"ZIPs stem Sheatin rn ._... . . . ..: ..... J 1'S 1 A, NL�' E M. Y 9 2x6 Stud Framing @ 16"o.c. ; rn -- t D R-21 Spray Foam Insulation '� o ,;{t?n �_�� /�� BAKER Gyp Vapor sum 1/2 IG Poly Board ILL o T Ipical Floor Above Basement ' LL Finish Floor,Floor, see chedu e y' BRICK YARD 3/4t"AdvanTech Engineered Subfloor --- r< ? p,' -" % �, ?,{ ': R 0///,. ? C ROAD -Joists @ 16"o.c. (See Framing Plan) } /' R-60 Spray Foam Insulation BLOCK 44 LOT 6 1/2"Gypsum Board(Above Finish Space) k{ ..... ,�/ ? FISHERS Y Norte:Continuous waterproofing — — i I 1 „� SHE S ISLAND, i Bath Alcove, ; 'ii L_ at sweeps,typ.Ice&water shield _...._ _. 7 _ Bathroom Ac ! i at shingle sweep sheathing joint , J 9 P 91 i ! I i t %�j j }? Permit 10/30/17. . ... r �ssued for � First Floor \� REVISIONS r I _..................__....... „ s > u r DESCRIPTION EE DATE 30....Shingle Sweep,see Details _. I 04/29/16 T 0.Foundation - — - -.- - - - - - - Second Floor_ - $ --- - - - - - --- - --- s� "•�. ' v . :i > , _ _ _ — _ _ _ _ - - ISSUED FOR PRICING 1 =1'-;2 vs" Q}— -10'-13/4 - - - - - - - — +-- - ISSUED FOR PRICING [2] 12/01/16 Top Plate-FF .• --- _;i `{ - - - - - -- - - - - - - — FirnishGrade;Varies i;iT.O.Columns _... . _ - - - T ical foundation Top" ' P.T. IllPlate ! 2x� S a m ill Sealer I Fora S Sea a n n /2_ x12 Galvanized Anchor i n Hal/ Pow er o m r En t d R Master t I : . ., ,. Great Bolts 6-0 o.c. Frost Walls ,'. ! ,c, � rY ►'Y �• 'i � � f Room I ;) I ,, i• I" E t" x12"Galvanized Anchor } ! •' t .. /4 O Ga d ! f ° 3 II ff � � Isl Bolts//��4'-0"o.c. Foudantion Walls) I - •n From Corners \ !I! I 11'0"Max:i o Co 1, I< T ical Foundation Wall y� i PouredConcrete a o '} 2 #5 Bars Continuous To and s' O @ P I L- I a / _J L_ , it/II O 1' ° Bottom of Walls r Rulb R-Wall WaterproofingSt0 a e —, r- r. u g o t!. I , E PRINCIPAL Checker gji ;i 2 IlnsulaUn Drainage Board _. 9 9 ° ( o First Floor ( ( s, E - - - - - - - - - - - t , G Footing I:n - Ured Concrete Spread OOt ,. -, ., -< , . I , .- -<r ,-r.,t. }.,t ..,,{, ,..,..; �� },,,,-er-.,.,.,.t 'rK,"'>< »{; r-t ,-t •t POl p g a) �62-0 t r:'�i' :,: •- � Botttom of FootingShall be 42"Below t , , £ #:,. t I> t 4 � [.A. Author] (Grade on Undisturbed Soil,Typ. T.O_Foundation _ _ — _ _ - - - - CROJECT# 813] T Ipical Concrete Slab Floor a° _.- n JI 511,Concrete Slab o i, 2 R1 idxlnsu anon, R Reinforcing10 Min. DESIGN DEVELOPMENT 9 j 10 Mil Poly Vapor Barrier 6"(Crushed Stone - BUILDING & WALL T ical Footin Drains ° �'.9 5 ;' Unfinished Basement Unfinished Basement "IPe orated V Pipe, Holes o n Filtter Fabric li ,° Drainage Fill to 6"Min.Surround I a , ' SECTIONS II __ S I r Ig e Basement -10"-9 vs° I J a° T O).Footing - 4-- C DOYLE COFFIN ARCHITECTURE LLC 2016 < °II II Basementr _...10'-9 1/8" s _.... .. !p - - - - - - - - - - — - - - - - - - - - ,;,:,,,III,(„:, SHEET HI ==e. T.O_Footing - - - - — - - - - - - - - - _B.0).Footin - - - - -, .- - - - - — `1'21/8 a° �r - - - - - - - - - - - e Ndr„ -12';'-2 1/8" g d B.O.FOoting a. `GFtED q/�C'"O �fy `i 2 WALL SECTION 2 1 BUILDING SECTION (2) ti a A3.1 1/2"= 1'-0" A3.1 1/4"= 1'-0" S�qT�' 02855� OQ \, J L 10/30/2017 4:10:41 PAI r 1 2 3 4 5 6 7 8 9 10 T pical Wood Roof Cedar Shingles , 30 lb. Roofing Felt 1 1x4 Lathe Sheathing @ 4"o.c. Rafters @ 16"o.c.(See Framing Plain) Prefabricated Air Baffle AR-38 Batt InsulationDU _1LE1C017-AF1FxV 4 Mil Poly Vapor Barrier 1/2"Gypsum Board r� C` UT THE - D flashing, U L a �1 Ja a P 9 9 P Typical Exterior Wall i Note:Continuous waterproofing ;t� i { Cedar Shingle Sidlingat sweeps;typ.Ice&water shield iris ',' � s . ' { > t f' Blocking as required,t n 3�, 9 q YP 1/2"ZlPsystem Stheating at shingle sweep sheathing joint 3� # REL t Doyle Coffin Architecture,2x6 Stud Framin 16"o.c. }#{. >3 {??' # WM4 Crown,Pain ed Trim; oyl 'n Architect e, LLC # s} Synthetic R-21 Spray Foam Insulation Typical Floor Above Basement ;{" Engineered i 15 8 Danbury Road Finish Ines Floor, SeeSchedule Shingle rake,typ. 4 Mil PolyVapor Barrier Typical Floor AdEngineeredanTech g befe Onnecticut finis oor,See Schedule1/2"Gypsum Boalyd 3/4 2031431160017AdvanTech En ineered Subfloor I-Joists o.c. See Framing Plan) ! Cedar Shingle Swree I-Joists 16"o:c. See Framing Plan 0 Spray Foam Insulation u ti # { {>.{first s} 9 P @ f 9 ) R3 s < t} 30 Sweep;4"Projection 1/2"Gypsum Board Above Finish Space) 1/2"Gypsum Board(Above Finish Space) <#£# # {}g#t 203 1431 9764 fax Cedar Shingle Sidiing CL 1/2"Zipsystem Sheathing 3 info@doylecoffinarcliitectiire.com 2x Blocking as regluired o 62'-0" T ical Exterior Wall y First Floor ' ! do lecoffinarchitecture.com ��------�-------------- — - - t {�c tt Cedar S i First Floor _ �' _ j, Shingle Siding; 5"Exposure , 62'-0" - - - t .,, . Rigid } i ? B ! �� 1/2"ZlPsnstemlSheatin 110"i Y 9 2x6 Stud Framing @ 16"o.c. 1 1/4"Rim board wvl inte ral 1"ri id `� ? j i #, ff ti � � r }t{t}. $}.c `?t} > x. t' ? t ` ?t t,s i;�l. }, > }t�-'k <' t ,{ } } < ? ? {� R-21 Spray Foram Insulation foam Insulation,R 10 Min.,Typical } �� } t,£lt �,� ; yy�yyyyyt$$tjj��ff}�jj} #?#�}$k_�y�j ,j '` # f��<y, - ��y{ }4yt{� },.µi£ ', .}## � st _ #{ } �.. #„ ;s }},y;.t{ 4 Mil Poly Vapor Barrier , i(l }& s Gypsum Board Copper flashing with drip edge - - - - T.O Foundation i -1-2 1/8 T.O.Foundation L— J Typical Foundation To ° ` 4 TYPICAL RAKE DETAIL (1) I• i I d r A3.2 1 1/2"= 1'-0" - °LI i Concrete Foundatiion Wall Stud load bearing wall Unfinished Basement Finish Grade;Varies Poured concrete F&8" 1/2"Anchor bolt at 48"o.c.at s \ i a 4 <e ° CMU chimney basse Crawl Space,see Structural notes TypicalM1,1u f L —� ° Typical Concrete Slab Floor Exterior Wall # yp Cedar Shingle Siding;5"Exposure 4' 6" 5Concrete Slab 1"Rigid Insulation ;} t C - 6x6 1.4x1.4 w.w.f.Reinforcing 1/2"ZlPsystem Sheating 10" Poly 2"Rigid Insulation, R-10 Min. 2x6 Stud Framing16"o.c. 10 Mil Vapor Barrier @ #{ R-21 Spray Foram Insulation 6"Crushed Stone 4 Mil Poly Vapor Barrier 7' 1/2"Gypsum Board Y I I, d Y Y t Y�—•Y Y� i ' 6 TYPICAL SHINGLE SWEEP FOUNDATION � Second Floor _ _ PRELIMINARY NOT FOR CONSTRUCTION ' THIS COMPUTER FILE/DRAWING IS FOR #4 Rebar horizonttal ? } INFORMATIONAL PURPOSES ONLY AND IS NOT at 18"o.c. 4 ° INTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF #4 Rebar vertical at 12"o.c. r i CONSTRUCTION DOCUMENTS FROM THE I I ` f }{; # . 11 7/8"TJI @ 16"O.C. }# ARCHITECT. dl I \ Typical Foundation Wall } }? t t{ Copper flashing;pitched,typ. 10"Poured Concrete Wall # ` ? (2)#4 Bars Continuous @Top and sr'S ,,?{ #t .'>t NOTES Bottom of Walls ' ° b, Rub-R-Wall Waterproofing //�k_ Top Plate-FF_ 2"Insulating Drainage Board �i 9'-1 1/8 x x p o j j Poured Concrete Spread Footing ``} ? 6 °4 Synthetic Crown Trim; 114 Bottom of Footing Shall be 42"Below REL W M45,Painted ch it ° I i Grade on Undisturbed Soil,Typ. ll# 4{cj} 1x4 Boral TruExterior ? T ical Concrete Slab Floor Trim;Painted,typ. * 12 ?r �. ° ;: 5"Concrete Slab a rj 12" I d I 6x6 1.4x1.4 w.w.f.Reinforcing :.. ! Boral TruExterior V- Rustic ofpainted 12" S fit, 4 2"Rigid Insulation, R-10 Min. g ` c} 12" °° 10 Mil Poly Vapor Barrier Synthetic Bed Trim; #, {}.t# I Blocking as i a \ 6"Crushed Stone REL WM72,Painted } < required,typ. ° I` 5/4x8 Boral TruExterior >I }t Lt Typical Woodl Roof } #4 Rebar dowel at 12"o.c. Trim;Painted s }}{ i 4 ,typ. Cedar Shingles lapped with verical bars 30 lb. Roofing)Felt or Wall { �{ 1x4 Lathe Sheathing4"o.c. Typical Exterior 9Exposure— Rafters �#' J cated'Air Baffle Framing Plan \ ° I eRigid I I In ; 5 S{ t{f z },c Shingle inlay,diamond #4 Rebar at 12"o.c. pattern to align with shingles a 1" Insulation @ c 9 ) NEW CONSTRUCTION R-38 Batt Insulation — — !;...:.. ... ° ° I — CO S RUCTION FOR 1/2"ZlPsystem Sheating <}t' t }' 2x6 Stud Framing @ 16"o.c. s 4 Mil Poly Vapor Barrier ° I . #' j 1/2"Gypsum(Board ° - - - — Barrier Insulation _� Basement R 21 Spray Foram Insula i } ° ' °� 10'9 1/8" V 4 Mil Poly Vapor Barrier d T.O.Footin 1/2"Gypsum Boardj >>? E Aluminum halif-round I 1. _ - - 'I °c=4 =_- _-_�. �_- _ -11'-21/8° gutters and denwnspouts - 4 d � 6" JAMES M. & DIANE M. e Ceiling Joists @ 16"O.C. q ° ° d p V To Plate-FF _ �— _ ° BAKER 4 4 .4 ° B.O.Footing A° j I I 2 (3)#4 Bars contilinuous at bottom 7" 101, 3 Synthetic eavee&fascia trim,painted;;see details Sim;painted Synthetic _ TYPICAL BAND DETAIL�1) p A3.2 I---------------- trim;painted of footing;lap 2"0" place 3 - - clear from bottorm and sides - A3.2 1 1/2"= 1'-0 Typical Ceiliin / 3 4 }3RI K YjARD ROAD Ceiling Joists; 16"o.c. I / Fixed clad transom window; Bearing on Undisturbed Soil,See Structural Notes BLOCK 44 LOT I / 7 FOUNDATION DEETAIL CRIPPLE WALL 9 @ — see window schedule @ ( 9 ) Sei ramun Plan - 1/2"Gypsum!Board r--------------- 3/4"= 1' 0" F Y ISHER ' S ISLAND, N Typical Externor Wall :. .a _. . . _....... . .. I t ear Shinglie Siding {> �� Fixed clad window; m 1/2"ZlPsystem Sheating I see window schedule Issued for Permit 10/30/17 = 2x6 Stud Frarming @ 16"o.c. REVISIONS r` R-21 Spray Foam Insulation ;} I y window Typical Wood Roof k t - }tict 4 Mil Poly Valpor Barrier '} Guest Bedroom I ; trim;painted Cedar Shingles / ? } ? ;${{ 1x4 synthetic 1x4 Lathe Sheathing 4"o.c. m;pain }{{ t ss DESCRIPTION DATE I L) 1/2"Gypsum Board 30 lb. Roofing Felt �# {, L I ° } }} t r s{ ISSUED FOR PRICING 1 04/29/16 F i 9@ # £ Typical Floor Above Basement I Window bump-out;install ° ° o I , I Rafters @ 16"o.c.(See Framing Plan) [ l Finish Floor, See Schedule j { 1/2"PT plywood soffit below I Prefabricated Air Baffle ISSUED FOR PRICING [2] 12/01/16 ao I ;' P Yw I ° R-38 Bat Insulation 3/4' AdvanTech Engineered Subfloor I �, l °4 ° t u Y #-S ?frC .{� 1 REVISION [1] 12/28/16 I-Joists 16;'o.c. See Framing Plan I l ° d < 4 Mil Poly Vapor Barrier #{; } { ,<>{<?,, i?s ? @ ( 9 ) 1/2 {,trot rn "GYpsum Board / ,. } <: R-30 Spray Foam Insulation I / 5/4x4 synthetic corner Typical Foundation Wall l ° ° 12" ?f s 1/2"Gypsum Board(Above Finish Space) i // m 10"Poured Concrete Wall trim;painted _-- (2)#5 Bars Continuous @ Trop and l d Bottom of Walls I ° ° Typical Ceiling 12 -- i.,.-- - °T ical Foundation To L_________ _ ° Ceding Joists @ 16' o.c. # 2x6 I 1 Plate Rub R-Wall Waterproofing I �3 } Foam Sill Sealer 5/4x6 synthetic trim board 2"Insulating Drainage Boarcd ° See Framing Plan) itt3 1/2"Gypsum Board � ` �}��'�}`,{$� ��r'i $ $ I w/2x cap;painted Poured Concrete Spread F000ting I ° 4 s } - } tt i ockin 1/2"fdx12"Galvanized Anchor }, I ° / i't g Bottom of Footing Shall be 442' Below ,- #}>? t �ve n rafters, typ Bolts @ 6"-0' o.c.(Frost Walls) 6 9 I ° k }i.} {? >i># _,6 3/4"0x12"Galvanized Anchor Note:Continuous waterproofing Synthetic brackets,painted Grade on Undisturbed Souil,Typ. i ° ° #}��? t - .. A3.2 P 9 Y P 4 D e ge flashing,tYP ,{ ?? o.c. Bolts @ 4"-0"o.c.(Foudantion Walls) at sweeps;typ.Ice&water shield 4 c } f ! T rcal Concrete Slab Floour j rip d Utifi t 1-0 Max.nn From Corners I I 9 P 91 ° utters and downspouts at shingle sweep sheathing joint Aluminum half-round — T "Concrete Slab 9 p Simpson Rafter Tie 6x6 1.4x1.4 w.w.f.Reinforcirng I n � •: > ? @each rafter, First Floor _ ---- -- -------- _ I ,} y } typ. 62'0" - - - �, •x ' - - - - - - - Insulation, Mini. ° �__TOP Plate FF -- - - -  2"R'Rigid I R10M # } 10 Mil Poly Vapor Barrier - <o - I� 30"Shingle S weep,see Details >t ' 1 ! Shingle sweep 30'W"; 6"Crushed Stone I 11° . Synthetic Crown Trim; �� � r 2 6 �.� � L- J ]R`, see Details,typ. I ° Il 6 i" PRINCIPAL JMD Q �Q G I4. f #• t Y d REL WM45,Painted C -,- - - - - - - - _ _ _ _ _ _ /2"M Movement slab co 4, >I lid ° J T.O.Foundatiion perimeter with flexible seals 1,typ. ° ° I S _ _ _ _ 1 ovemen Coln at s a I° I ?}t } 1x4 Boral TruExterior # 1'-21/8" °IPfoundation, e' nt t ° II o Trim:Panted t w a ?;t#s Exposed I I I ° YP ) # C A VTF] Finish Grade; Varies parged finish I ° l 18 `�'�' 2x4 Continuous key,typ. 9 d Boral TruExterior V-Rustic , { p# 11 ° Soffit,painted - - 14 � [ROJECT# 813] ° I I Typical Foundation Wall o I Basement Synthetic - Synthetic Bed Trim; REL WM Painted r?f t DESIGN DEVELOPMENTete Slab Floor °°Tpical Con acretea 5/48 Boral TruExterior 6x6 1.4x1.4 wv.w.f.Reinforcing n T.O.Footing_ _ _ -=� �I ° d _ Trim;Painted,typ. 2"Rigid Insuliation,R-10 Min. -11'-2 1/8 E 10 Mil Poly Viapor Barrier I n° 5 ° I ° °° ° 4 Typical Exterior Wall WALL SECTIONS & c 6"Crushed Sitone ° II . A3.2 Typical Footing Drains ° ° °)I ° ear Shingle Siding # }{;# #3}s,. 1 9 9 }#t?� it �,}}f II '° 6"Perforated PVC Pipe, Holeles Down 4 ° II b 1/2"ZlPsystem Sheating iq Typical Footing Drains 1la Filter Fabric ° '�i ° ° 9 @ £``? DETAILS d 2x6 Stud Framing 16"o.c. in 6"Perforatedl PV Pipe, Holes ° °��---° - ,;s, - p Drainage Fill to 6"Min.Surroound °� ° -=a ° R-21 Spray Foam Insulation s 33 a} t Filter Fabric •°� .> �- ....... - - - - - - - - - - - - - - - - � ,. �; ,• p4 ° y p B.O Footing - - — - Board . _.......... . Drainage Fill Ito 6"Min.Surround tl ° 4 Mil Poly Vapor Barrier s ° 9 d ° ° ° .. 1/2"Gypsum i}}t 2 1/8 . 6" �O DOYLE COFFIN ARCHITECTURE,LLC 2016 " — — — — — — — — — — — — — — — — — — — HI — — \00\\\,� E,D;A,PC // —I SHEET 5 TYPICAL FOUNDATION DETAIL 1 2 TYPICAL EAVE DETAIL 1 � o 1 WALL SECTIONGABLE WINGS _--O All -------------------- i v s• AV '� 1/2"- 1'-0" 5 rcl5l i S�9 tiD 0285 N �rmm�Sean"mmna�`� 10/30/2017 4:10:44 PAT 1 2 3 4 5 6 7 8 9 10 �._..................._.. . _.... ............ .................... _. ... . - —�- �- -1- -�_ __. ..........._.._....__.. .. _.._....._....__........ .__............ ...._.............._...... ..__. ... _..... ... .. .... ........_....... ..... _...._._.......... ....................... .............. ......... .._......... __ ......._-.._.. ...... .. .._................... ..._........................... _._.... - A D0YLE1CC'FFVN L LL _L A R C H ITETU R E — -- — -- — rea bom Doyle Coffin Architecture, LLC Kitchen Great Room -- 158 Danbury Road C C p a Ridgefield, Connecticut 06877 , 203143116001 203143119764, fax info oylec ar re.com d r r �'•� offin cliitectu ff ] @d L- oyleco inarc utecture.com� B -- --= - - i u ? L} u as x ft.?i,S;':,;,:ss:'' c:,.,:,:.>t;•, :ir3} t.aTkf k#2 4 f a u - # u-a '4u}r}fSi- # # f#? ?f #uSt f#d 10'0" 10'0" rL rt , i r ' s o e - I � ,I II f 11 i Great Room Kitchen l L_ llllli l ---- \ � PRELIMINARY NOT FOR CONSTRUCTION i /�i��� _ __ --_] INFORMATIONAL PURPOS S ONLY AND ISO NOT INTENDED FOR CONSTRUCTION.DO NOT START i CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. : I � i ! NOTES I � � I I I ?17">xkf;:t>t3t4;:2i2Sifiki?3?::.:;;��.R�t D I_ 10'0" 10'0" 215 C CL CL i I i II 5 GREAT ROOM NEW CONSTRUCTION FOR E © // Xr] i // © // Lld # © JAMES M. & DIANE M. BAKER Master Bedroom Master Bedroom Master Bedroom BRICK YARD ROAD , BLOCK 44 LOT 6 O O FISHERS ISLAND, NY : • s Fissued for Permit .. 10/30/17 Master Bedroom REVISIONS - - --- - - - - -- - - - - - - --- -- - -- - DESCRIPTION ATE 1EI F ! ISSUED FOR PRICING [1] 04/29/16 : ISSUED FOR PRICING [2] 12/01/16 _.. .. ..__.......... ................ .... ... .. .......__........_... . ...... _._... _.. _..__ .. ... . . ........ .. .. .._..._............._..._.... ......._ _.._.._......._.........._... . . ....... . _ I 1 MASTER BEDROOM j _.. I - -® . Master Bathroom � -1 L � j I PRINCIPAL JMD] ❑ �� G e .A. VTF[P ] . [ROJECT# . 813] m Master Bathroom " � ��' Master Bathroom Master Bathroom DESIGN DEVELOPMENT b. INTERIOR �0� 0 ��o � �' I ELEVATIONS El r1_\711 � • � ,� � � DO CHI.. .. 6 ./ R �O _........... . ' .... .._201 ;I YLF COFFIN ARCHITECTURE,LLC r 7 FSHEET H 110 j 3 t 9 MASTER BIATHROOM P ka A4n0 02855� �n F N 10,/30/2017 4:10:54 PAI I 10 p` LEI FRN i i I Master Entry aster Ent Master Entry A r I T E �1 T E Entry Ma ter s L11 ! �I Doyle Coffin Architecture, LLC anbury RoaRidgefield, Connecticut06877 203143116001 203 4 31 764 fax 9info@doylecoffinarcliitecture.com I -- ----- do lecoffinarchitecture.com Y I L B I : i ! 9 MASTER ENTRY-1 A4.1 3/8"= 1'-0" i i i : o: o t Master Closet ' PRELIMINARY NOT FOR CONSTRUCTION Master Closet Master Closet THIS COMPUTER FILE/DRAWING IS FOR Mas a Closet INFORMATIONAL PURPOSES ONLY AND IS NOT " INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE i ARCHITECT. NOTES ! D 109 1 MASTER',CLOSET-1 A4.1 3/8"= l'-10" ..... ................._._................_._.. NEW CONSTRUCTION FOR . t Gues Bathroom E i. JAMES M. & DIANE M. / . BAKER R �/ Guest throom west Bathroom BRICK YARD ROAD /r BLOCK 44 LOT 6 i i , FISHERS ISLAND, NY ssue -1 F 1 17 L d for Permit 0/30/ � ; REV ISIONS Q DESCRIPTION DATE Li Li F I EQ EQ 3'-6" �8" k#_ kkuzktar kk s kiis iU o o .r,s u;uu o-a ao a.uuc> .>:,a u u uut ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 : i _.._.__........._....._ . .............._.........._..__.. ....... .... .... ............ ....... _.... _ .. .._....._.__......... _...._...... __._.._....... ... _.. __.... ..._....._....... ... . .. _ .. ..._ i 5 GUEST BATHROOM-1 i ---_ - ' - L GWB pamtecd,tyP• Guest Bedroom - - � -- - . rt — I PRINCIPAL JMD G G —— --- —-- ® -- --- P.A. VTF i PROJECT# 813 h Guest Bedroom DESIGN DEVELOPMENT I Typical rnteriior door;flat ainted Guest Bedroom n lw wood(door, i a e o pa inted , I ! 0 INTERIOR ! / ELEVATIONS Typical door casing w/plinth — - --— - - -- -- - I block,see details&schedule --' I G - ' Guest Bedroom L J I • DO ARCHITECTURE,LLC 2016 Typical 1-parrt base trim, -- - - - C YLE COFFIN RCHI'I'EC" see details&schedule ® ® ® � H SHEET y -A 4 1 13 GUEST BEDROOM-1 A4.1 3/8"= 1'-0" %��"qrF OF NE`N� �� _ JL JL J "�+nnrrrn+nntnnm« - 10/30/2017 4:11:00 PW 1 2 3 4..... ...... .. 5 6 7 8 9 10 j I t Office Office r-. I Office ARC I1ECTURE : • Office Doyle Coffin Archite cture, LLC 0 158 Danbury Road Ridgefield Connecticut 06877 --_ _ - - 203143116001 203143119764, fax I info@doylecoffinarchitecture.coni do lecoffin r I a chitecture.com } ---- t. Y , B ! - .,.zr.-. r?c. titS ?>tst tf W,atsc,..>.strtks.,> 4.2t}rtsck,2rt - L .. .i}n..n..� ., i .-.,.1.n � .-..:-.�,..� ...uu,+.- n :,�uu�..�4�t.nrut�..u,.�,.�,.�-s,n.�.��nr.n. ,:u..: »r,r,•inr.� � �'�$14,',�?., :'.i?}c�..�a ."�:?rtf .521i3t<!.trtk. i5..23Y}tiC-. �S o I �I I I : 13 OFFICE-1 -_ _- A4.2 3/8"_ 1--0" J I, �1 ........... j Ci , I : L J i \ / ', •\ it�l \\ i �/ I \ , ` Powder Room Powder Room PRELIMINARY NOT FOR CONSTRUCTION THIS COMPUTER FILE/DRAWING IS FOR \ / INFORMATIONAL PURPOSES ONLY AND IS NOT \ / \ / I INTENDED FOR ONSTR TI C UC ON.DO NOT START Alcove ` j - - CONSTRUCTION WITHOUT A SEALED SET OF \ / Great IRoo Ent I `� CONSTRUCTION DOCUMENTS FROM THE Entry Hall ,X\ I j I ARCHITECT. L I \ NOTES / \ r I \ \ / \ I / / ItlIMMIA11 / \ I I I I ! ! ift I j NEW CONSTRUCTION FOR I . EF-1 J ES M. & DIANE M. AM BAKER \ / Powder Room I hl Powder Room : I i ! � I Erl Nall lry � r ---- - - AI v e co BRICK YARD ROAD r m 0 B B i' G eat Roo O O AP X O I --� � I BLOCK 44 LOT 6 II I FISHERS ISLAND NY F Issued for Permit 10/30/17 REVISIONS \ DESCRIPTION ! ' DATE F ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 _._......_............... . _. ............_.... ... ... _..._... .. _ ... ._ ...._.... - _._.... .._.._..__........_....._.... -........ ........ ... ..... _. _...... _...... _.. _ 5 ENTRY HALL-1 (;jp3/8 OWDER ROOM-1 "= 1 0 I • - I PAL JM G P.A. VTF] it !I PROJECT# 813] 0 \ / Mud room Mudroom DESIGN DEVELOPMENT I' II)I,udroom q Mudroom I' - • - II INTERIOR X I I, ------ -- - ELEVATIONS I I ' C DOYLE COFFIN ARCHITECTURE,LLC 2016 I I O II O O H / \ -I �HEET , : O O G: �lY\ A� I 7 I 9 MUDR(00M-1 A4E;d Fri i y F71 A4.2 3/8" 02 s 1 L L- ... 10/30/2017 4:11:12 P'M 9 F 1 4. 7 10 ..._.. I . . ......_........._..._......-...............-.......1. _-.... --. __-- -----_- . .....--_. : .............I .. . ._---- ............. - -._.._... - ... 'D i i . . . , r AI _ - ® - — � ': 1 . I I D; "�,,'1%7"r E I P ,"� F I �j �/ . � / ....._............... . . , i " . .. i / / ARC ITEC �' J E .. -- i \ a . I g� ! . . . l � i . .. .. % I �I i . I II � : . � / Bathroom#2 �/ � i . i' / Bedroom om#2 . 0 :. / / • . . . Bathroom#2 . �/ 'Bedroom#2 . , -_ `� i Doyle Coffin Architecture, LLC // // .. �. 158 Danhu Road C C fI . i D II . . V - - i� Ridbefield, Connecticut 06877 . � � 203�431 �6001 . .. .. 1. / \\ c� Im � 203143119764 fax 12 17info@doylecoffinarchitecture.com i Y . i - do lecoffinarchitecture.com I , -� . - __ 7 i - B —41�� , , \�\ i i5202 - rJ 201 - MLI _ ...._..... i I I L_ i ....- . i i ! i I I . .. . i ; . . . . . .. : . . . ' - -- . . . . . ..-, _- C E' i - i Bathroom . #2 . . I i . . - . . . . . . . . . / r - I', �. i Bath oom#2 . - 1 ., . . . I . I. . . ., / Bedroom#2I . . . . . . . . 1 PRELIMINARY NOT FOR CONSTRUCTION TION : I A ... : ' THIS COMPUTER FILE/DRAWING IS FOR , .. INFORM d �� INFORMATIONAL PURPOSES ONLY AND IS NOT I INTENDED FOR CONSTRUCTION; t E : i .DO NOT START . i . Bedroom#2 CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE \ 7 ARCHITECT. - 203 204 - -- L- J . . . I . I : ,. . . . . . � I . . - . . . . .. . . . ..- . �. . � . I � h i 202 NOTES D . . . . - __.-. -. ..... .- ........- .I.. .-..- ........... _-. - ...._. .... . ... ._...-._...._ ......__._...-. . . . ._. ._.. .---....-- .........._.. .........-. ... -...... ...... .. . . ........-.............. . ..-.. -.... . ....... ..--.............. -. - .. . .. - ... - .......1. .... - .- . 5 BEDROOM#2-1 9 AHROOM#2-1 A4.3 3/8"= '1'-0" A4j"318T= 1'-0" - --- d - _.........._.-..........._............_..I. .. _...._._...-.._........_......-.---.......... ......._...... .. 1. - - ... .. . . . _. .._....-. ...... ..- --- ....._. --- - .. . .....-... . ..- --- -.. . .... ----.. -.... . .. . ... . ...... L_ J NEW CONSTRUCTION FOR i E ®. . . . . . 1 17 J ES M. & DIANE M. // // - BAKER j 6 , - I � / , 1. . . // . . // 7 . . i . .6 � 4 . 1 . 1 T' 11 , . . . I . Bathroom#1 BRICK YARD ROAD i/ i/ f A I Bathroom#1 / / �i // . d : . // // ' 1 . BLOCK 44 LOT 6 © © I // i . O FISHERS ISLAND, NY I.11 I L_ .J . -T- O I I . . . .. - . . . . %r . 0 r REVISIONS -.__ . '' � � Issued for Permit � � 10/30/17 \ I Bedroom#1 '. ` i' I . . ' I , F . . . DES RIPTION ATE ,. . I ��T- � � 'Ip I ; 209 210� 207 — H j � I U _- - --- � I ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 I I i i I , i i i , , , i i . . ; L_ J L_ . . ; J . . _ _... _ .. I �P INCIP M 2 - -- R AL J D] G! iI. 1.//- \ . . / - . . . [.A. VTF] . . . I PROJECT# 813 - - . . . . Bathroom#1 DESIGN DEVELOPMENT Bedroom#1 -- . . . Bedroom#1 i i ' Bathroom#1 , - ------- - . . , . 1 . . � I k INTERIOR . . . . . I . . ,I . . I; -- - -- - ELEVATIONS . . . . . . I . . .. M .. . I . %1 . I . . ---- 208 ----- -- - =- - . [OC DOYLE COFFIN ARCHITECTURE,LLC 2016 I ' .. . .. _.._. . ...-.........._.. . . . - . H \ ,,00 r �vn, , nu,>,,,, �, : SHEET A,qCy '` i : �, -.._ �r�_ .._. .. . .... . . . _. - .. . ...... .. .... ... _. _. __. . o ',/ / - 13 BEDROOM#1-1 17 BATHROOM#1-1 = ; - r" � ��A4 - , �. ■ A4.3 3/8"= 1'-0" A4.3 3/8"= 0 ; 1' ii -0" s do. 02 55a 1 Q� - 11 .. ....- . . .------ .I . ..... .. .. . .. .--I ......- . _. _.. . .... . . - . ......-. - . _ - , OF N `I1 0` mm gmr�p�1ea"s' L_ - - 1 ... . 1 L. . . . . . ... .-i 10/30/2017 4:11:22 PM I 1 2 .. . 3 4 5 6 7 8 9 10 _..... ..._._. ..._... ._..._......__... j ! I i I A 5OYLEICOFFINI A R CITE C T U R E Doyle Coffin Architecture, LLC 158 Danbury Road Ridbefield, Connecticut 06877 203143116001 203 143119764 fax !, info@doylecoffinarcliitecture.com I doylecoffinarchitecture.com 13 i I ! _ ..........._.I � i i I j : C J Staircase Stair Hall �, Stair,Wall to PRELIMINARY NOT FOR CONSTRUCTION \ / CID Stair Hall Stair Hall . , \\ i j THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT \\ INTENDED FOR CONSTRUCTION. DO NOT START i CONSTRUCTION WITHOUT A SEALED SET OF >t'H CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. i i NOTES D I i j 5 STAIR HALL-1 A4.4 3/8"= 1'4" . I NEW CONSTRUCTION FOR ; E JAMES M. & DIANE M. " f BAKER z BRICK YARD ROAD Playroom BLOCK 44 LOT 6 Laundry Room FISHERS ISLAND, NY Playroom Laundry Room FSsued for Permit 10/30/17 . . REVISIONS> REV !, DESCRIPTION DATE F ,� �� --'� ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 — — - - "77 f, a.,,.,.t.. „... ............... .... I t i 4 I I G C.A. VTF Laundry Room Laund Room PROJECT# 813 I Laundry ' DESIGN DEVELOPMENT Playroom r om Y �I — _ INTERIOR ! } } IP \ ELEVATIONS d. OC DOYLE COFFIN ARCIIITECTURE,LLC 2016 SHEET ot�F � .s 1 PLAYROIOM-1 9 LAUNDRY ROOM-1 ��.i� y 21 A4.4 A4m4 3/8"= 1'-10" A4.4 3/8"= 1'4" s�q� 0286 I0/30/2017 4:11:26 PM i . __ __ i BAKER RESIDENCE r -.4 __ DRAWING LIST: . -1 S0.0 STRUCTURAL SPECIFICATIONS S1 .0 FIRST FLOOR FRAMING AND FOUNDATION PLAN S1 . 1 SECOND FLOOR FRAMING PLAN " S1 .2 ROOF FRAMING PLAN c`a� C S1 .3 GARAGE FOUNDATION AND FRAMING PLANS ____ __________ ___ _________ __ _________ ________ _ .__________ ____ __ - I 1 FASTENING SCHEDULE - IRC 2015 R602.3(1 ) z ...................... ................................... ............. . ....... ... ....,............................... O ` General notes CONNECTIONS TO EXISTING MASONRY OR CAST-IN-PLACE CONCRETE = 1. The work shown on these drawings has been designed in accordance with the structural requirements of the 2015 International Residential Code as adopted by New York State as well as 2015 International Residential 1. Connections to existing solid cast-in-place concrete,concrete masonry or clay brick masonry are to be made with ASTM A307 or A36 steel anchor rods. CONNECTION FASTENING TYPE v! � Code as adopted by New York State where engineered design is required. 2. Embed anchor rods into drilled holes a minimum of 5 anchor diameters,with a minimurm edge distance of 4 anchor diameters,measured from the edge of the foundation to the centerline of the anchor.Increased embedment m ; 2. The structural components have been designed for the following live loads: depths or edge distances may be required at certain locations,see plans and details. ---____._-_.-- - - -- -- - - ------------------------------------.-.--.--.-..----....-----.-.-..-i.___......__..._- .__.___.__... . . . - _ �. r­ � Ground snow load: 30 psf 3. Sidewall surfaces of drilled holes are to be brushed clean and the hole cleaned of all rexcess dust and debris with compressed air prior to installing adhesive. Connections to existing solid cast-in-place concrete, concrete I O e; e> <? Live load: masonry or clay brick masonry foundations shall be made using Hilti RE500 epoxy mortar or equal approved by the engineer. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8D(2 1/2"X 0.113") TOE NAIL U LO C jj Rooms other than sleeping rooms: 40 psf 4. Connections to hollow masonry shall be made with Hilti HY70 epoxy adhesive system wiith screen tubes or equal approved by the engineer. I 0,=.rs Sleeping rooms: 30 psf i I < rVs ,p W ..-.................. . ............................ .......I.......... . ............... . ................... .........................................-..............-................. t.` Attic: WOOD FRAMING CEILING JOIST TO TOP PLATE 1 3-8D (2 1/2"X 0.113") (with storage,roof slope exceeds 3:12) 20 psf 1. All wood framing shall be installed in accordance with the American Forest and Paper Acssociation"Wood Frame Construction Manual",latest edition. TOE NAIL (without storage,roof slope 3:12 or liess) 10 psf 2. All fasteners shall be installed in accordance with American Forest and Paper Associatiron"National Design Specification for Wood Construction",latest edition. 1___.­_­­---- --- _.____....._...-_..._.....____ _.. _._ __ . __._. . Stairs: 40 psf 3. All framing lumber shall conform to the following governing standards: CEILING JOISTS, NOT ROOF TIES,AT LAPS OVER 3. Wind Loads calculated from a nominal design Wind Speed of 108 mph,when designing structural elements that exceed the limits of the International Residential Code. A.American Institute of Timber Construction,"Timber Construction Manual,"latest edition. PARTITIONS 3-10D (3"X 0.128") FACE NAIL 4. This work has been designed to be self-suupporting and stable after the construction has been completed. The stability of the structure prior to completion is solely the responsibility of the contractor. The contractor is B. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition. g ........._-.........._.........................................._. ................................................... responsible for all temporary shoring,bracing,and sheeting and shall make safe all floors,roofs,walls and adjacent property as project conditions require. 4. Sawn framing lumber noted on drawings shall be of the following minimum grade and specie. 5. The contractor is responsible for all aspects of the construction activity including,but not limited to,jobsite safety,for coordination of the work of all trades,erection means and methods,erection sequence,temporary bracing Rafters: Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry CEILING JOISTS/ROOF TIES TO RAFTERS j 8-1 OD (3"X 0.128") FACE NAIL Drawings and specifications, as and shoring,use of equipment and similar construction procedures. Joists: Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry _ - instruments of professional -------- -----------...---. - ----- ------------------------------------ 6. Dimensions, elevations, and descriptions of existing construction given in structural drawings shall be verified in the field by the contractor by actual measurement and observation at the site prior to construction. All Studs: Douglas Fir Larch Stud Grade,Fc=850 psi,E=1,400,000 psi..Kiln dried 15%moisture content ---- ...-----------------.---------.-------.; service,are and shall remain the discrepancies between actual conditions arod those shown in the contract documents shall be reported to the project architect and structural engineer for evaluation before the affected construction is put in place. Plates: Douglas Fir Larch Stud Grade.Surfaced Dry. 2X4 COLLAR TIE DIRECTLY UNDER RIDGE BOARD OR i i Property of the engineer. These 7. Upon execution of the contract, the contractor hereby covenants and agrees to indemnify and saves harmless the owner and engineer of record forever from and against losses and claims, demands, payments, suits, Beams Douglas Fir Larch#1,Fb=1000 psi.,E=1,700,000 psi.Surfaced D 3-10D (3 X 0.128 ) 1 FACE NAIL I documents are not to be used,in P Y 9 ty 9 9 p Y 9 p P Dry USE 1 1/4"X 20 GAUGE RIDGE STRAP I actions, recoveries, and judgments of every nature and description, including attorney's fees, brought against the owner or the engineer of record by reason of act or omission of the contractor, or a subcontractor to the Posts Douglas Fir Larch#1,FC=1000 psi.,E=1,600,000 psi.Surfaced Dry I whole or in part, for any other J 9 _. r . ........... .... ........ contractor,or of an individual,group,or entity,directly or indirectly employed by the contractor or such subcontractor,in the performance of work for,or the rendering of services to the owner. 5. Sill plates and any structural wood framing used in exterior applications or in contact with concrete or masonry shall be 2x Southern Yellow Pine #2 or better CCA preservative pressure treated wood or 1-1/2"thick projects or purposes, or by any other parties,than those properly 8. Jacobson Structures LLC (JS) should be vetained during the construction phase to review the structural drawings and specifications with all trades involved in the completion of the proposed work and to make periodic preservative treated TimberStrand LSL. RAFTER TO WALL TOP PLATE 2-16D (3 1/2"X 0.135") TOE NAIL authorized b contract without observations of the progress of construction. If JS is not retained to provide construction administration services, the client assumes all responsibility for interpretation of the structural documents and for construction 6. Stud bearing walls,shear walls,and roof and floor decks shall be framed with the member sizes and/or types at 16"o.c.unless noted otherwise on plan. y _____._-..--_-__ _ . - . ...._. . - ._....._..._._. _ ion piping,hva ducting and recessed fighting fixtures etc.Prior to layout to minimize interference that may require the altering or strengthening of the installed framin the specific written authorization observation and waives any claims against JS that may be in any way connected thereto. 7. The contractor shall coordinate locations of all plumbing p p g, c d g a g g Y Y q 9 9 9 9 - - ,------ ---------- -------- :...._....-----_ ... ...._......._.__.._ _._ 9. All structural work.shown or specified on theese drawings is subject to review by the structural engineer of record.Aspects of the work found to be defective because it does not meet the requirements shown or specified shall 8. Walls shall be installed straight and plumb.Floors shall be installed level at the proper elevation.Roofs shall be installed at the pitches indicated on the architectural drawings. of Jacobson Structures LLC. RAFTER TO RIDGE,VALLEY, HIPS ' 4-16D 3 1/2"X 0.135" � FOE NAIL I be corrected by the contractor at no extra cost to the owner as directed by the engineer. 9. Joists and rafters shall be installed directly over bearing studs unless otherwise detailed. i ( ) 10. Review of construction b the engineer is for conformance with the design aspects only, not to review the contractor's construction procedures. Lack of comment on the art of the engineer with regard to construction 10. Joists and rafters shall be supported lateral) at each support b full depth 2"nominal solid blocking,except where joists are supported by a flush header or nailed to a rim joist. I Y 9 9 P Y P p 9 9 Pp Y PP Y ............. . .. . t...................... _ _. .... _......._........_...._.......... ............ .................._........... . .........., procedures is not to be interpreted as approval of those procedures. 11. Joists or rafters are to be installed with"crown"up(i.e.positive camber)and within 1/2",of straight,end-to-end alignment. I 11. Structural drawings shall not be used for construction unless noted"issued for construction".Drawings used for bidding purposes shall not be used for construction. 12. Severely distorted(twisted,bowed,cupped,checked,etc.)lumber shall not be used. BUILT-UP CORNER STUDS 0.128") TOE NAIL 12. Shop drawings submittals to the engineer for approval are required for structural steel.Fabrication and/or delivery to the site of these materials prior to receipt of approval by the engineer is solely at the contractor's own risk. 13. Lap all plates at corners and at intersection of partitions. ( AT 24"O.C. I 14. Where posts are specified on the drawings as 4x4,4x6,etc,they shall be solid,not built:up from studs. ---- - - -- - - - - --- -1____.­______________­_;------- ----- --- - Foundations 15. Where wood posts are specified on the drawings,the supported beam(s)shall bear on the full cross section of the post. BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16D(3 1/2"X 0.135")AT 1. The contractor shall investigate with testpiits the condition and depth of the existing foundation system prior to the commencement of construction. JS will observe the exposed conditions prior to excavation for new 16. Provide cross bridging at maximum 8'-0"o.c.for all joists. SEE TABLE ON PLAN FOR MULTIPLE LVL FASTENING 16"O.C. EACH EDGE FACE NAIL foundations. 17. No new or existing joists shall be cut,notched,or have holes added without approval. I. _ ..... ... ..........-.............-.... ......................................._...............................-....................._.............._................_._.............................._............._. ................................d.... ................... 2. The new foundations have been designed to rest on firm,inorganic,undisturbed soil or rock having a presumptive bearing value of 3,000 psf expected to be found at the bottom of the required excavation base. Adequacy of 18. Exterior wall studs shall be continuous between points at which they can be braced by ai floor or roof including exterior end walls of cathedral ceiling spaces,unless noted otherwise. bearing stratum shall be verified in field and/inspected by the local building department or licensed geotechnical engineer prior to placing concrete.Adjust bottom of footing elevation to bear on suitable subgrade as required. 19. Built-up members of three plies or less shall have adjacent plies nailed together with twro rows of nails at 12"o.c.(10d common nails for 1 1/2"plies, 12d common nails for 1 3/4"plies). Built-up members of more than 3 plies STUD TO CONTINUOUS HEADER j 4-8D (2 1/2"X 0.113") TOE NAIL 3. Within the perimeter of the proposed new sitructure remove all unsuitable,organic,loose,or disturbed material.Compact top of remaining excavated surface.Use controlled fill where required. shall be assembled with 1!2"diameter thru bolts at 16"o.c.staggered up and down with 2"clearance at top and bottom edges. i 4. The bottom of exterior footings not on solid/rock shall be at least 3-6 below finished grade.The surface of the soil below all footings shall be mechanically compacted prior to setting footing forms. Footings on ledge shall 20.Flitch beams are to be assembled with 1/2 diameter thru bolts at 16 o.c.,staggered up and down,with 2 clearance at top and bottom edges.Assemble flitch beam with bottoms of wood plies and steel plate flush. ..... . rest on broom clean solid rock.If the slope cof the rock surface exceeds 1 on 6,the footing shall be doweled to the ledge with 3/4"steel rods drilled 10 inches into the rock surface at 2'-0"o.c. 21,All bolt holes in load bearing wood framing components shall be no more than 1/16"IargJer than the bolt diameter. j 10D(3"X 0.128")AT 5. Do not lace concrete on a sub rode that is frozen,mull wet,or containing ice or frost. BUILT UP POSTS FACE NAIL EACH PLY p 9 Y. g i 1 16" O.C. I 6. In placing and coin actin fill and backfill rmateriai,do not damage nor displace concrete work already in lace b contact from compaction machinery, b subjecting it to overturning from heavy compacting loadings,or an SAWN LUMBER AND TIMBERS _....._.......................... ..............................................................i.......................P 9 P 9 9 P Y p Y P rY Y J 9 9 Y P 9 9 � Y _....................._............................................................._......... .... ...... other cause.At frost walls bring fill against ssuch concrete at the same rate as the remainder of fill,compacting uniformly on both sides using hand operated tampers. 1. All framing lumber shall conform to the following governing standards: i 10D "X .1 " 7. Do not place backfill against basement or crrawl space walls until all floors bracing these walls are in place and the concrete walls have attained the specified design strength. a.American Institute of Timber Construction,"Timber Construction Manual,"latest edittion. DOUBLE TOP PLATES i (3 0 28 )AT FACE NAIL PROJECT ADDRESS: 8. Do not excavate lower than the bottom of arny existing foundation. Consult JS if this condition may exist. b.American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition. 24 O.C. f 9. A line connecting the nearest points of the t�ottoms of any two footings shall not have a slope greater than 1 vertical to 2 horizontal.Verify bottoms of existing footings. Plan foundation steps and excavation accordingly. 2. Sawn framing lumber noted on drawings shall be of the following minimum grade and specie. ---------..------------_._ -_-_____.___--�1__-_____-________________________.____ __--__.____-____.__-...____-..-_-___...___.____1 10. h b r - i rimum ofcrushed n i I Fir Larch#2 Fb=900 psi,E=1 600 000 psi.Surfaced D DOUBLE T The slab on grade sub base shall be 6 m n stone passing a 2"sieve and retained on a 1/4"sieve. Rafters: Douglas p p Dry OP PLATES, MINIMUM 24 OFFSET OF END i 1FACE NAIL IN Brick Yard Road 11. The contractor shall be responsible for lirnitting pours to minimize shrinkage cracking. In general,walls shall not be poured in continuous lengths exceeding 30 feet and slabs not exceeding 20 feet without control joints.The Joists: Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry JOINTS 8-16D (3 1/2"X 0.135") LAPPED AREA location and configuration of joints exposed I to view shall be coordinated with the architect. Studs: Douglas Fir Larch Stud Grade,Fc=850 psi,E=1,400,000 psi.Kiln driced 15%moisture content Block 44 Lot 6 9 J 9 _......................._............................... ._......-...._....................._...._..._... .... ... ._. .I.I .i.......... .............._...._.._........................... ....._ . I. ..... .-.......... .... ....... . ............................._. Fishers Island, NY 12. Minimum anchor bolt requirements for attachment of superstructure to foundation shall be as follows: Plates: Douglas Fir Larch Stud Grade.Surfaced Dry. j 16D (3 1/2"X 0.135") Crawl spaces,slabs on grade: 1/2"w at 16'-0"o.c.max spacing Beams Douglas Fir Larch#1,Fb=1000 psi.,E=1,700,000 psi.Surfaced Dry SOLE PLATE TO JOIST OR BLOCKING � FACE NAIL i Full height basement: 3/4"o at�4'-0"o.c.max spacing Posts Douglas Fir Larch#1,FC=1000 psi.,E=1,600,000 psi.Surfaced Dry i, AT 16"O.C. n „ o ....---..___.__.._.___ .-.... ._..-._. .._ - . Embed anchor bolts a minimum of 15 into mmasonry,7 into cast concrete. Install bolts within 12 of corners on all exterior walls.Anchor bolts are to be placed within 1-0 of all comers.All sill pieces shall have a minimum of 3. The design of the dimensional lumber members and their connections is based on the Iwmber having a moisture content at the time o installation o 9 0 or less. - - - - -- - ------- --- -- -- ---- - ----- two anchor bolts. 4. Notches in the top or bottom of dimensioned lumber joists or rafters shall not exceed once-sixth the member depth and shall not be located in the middle third of the span.End notches shall not exceed one-fourth the member SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL 3-16D (3 1/2"X 0.135") FACE NAIL 13. Sizes and locations of all required embedded items for all trades such as anchor bolts,piping sleeves,holdown anchors,etc.Shall be coordinated by the general contractor with other trades. depth. PANELS AT 16 O.C. 14. Inverts of footing drain,if required,are to be set a minimum of 2"above the bottom of adjacent footings. 5. Bored holes shall not be within 2"of the top and bottom of the member and their diameteer shall not exceed one-third the member depth. , . ........... ........ . ........ ..... . . .......... I Controlled fill STUD TO SOLE PLATE j 3-8D (2 1/2"X 0.113") TOE NAIL - ------- ... .-_..._ 1. In areas requiring fill,the fill material shall b)e a uniformly grade mixture of sand and gravel weighing no less than 120 pcf dry density after compaction in place.This mixture shall be uniformly graded having no stone greater MANUFACTURED WOOD PRODUCTS i i PROJECT NAME: than 3"in any one:dimension,and with less,than 10%,by weight,passing a#100 sieve 1. Laminated Veneer Lumber(LVL)Beams shall be manufactured by iLevel by Weyerhauser. The minimum allowable stress and stiffness characteristics shall be as follows: ---- ...------------ -------------------- -------- . - ------ - .I -. - ---- ----- --- -! -- - -- -------- ----i 2. The fill shall be placed in thin lifts before copmpaction.Each lift shall be compacted with appropriate equipment to a minimum of 95%of its maximum density at or near optimum moisture. Flo= 2600 psi . 3. A soils testing lab,hired by the owner,shallll test the material before and after compaction for conformance with this specification.No lifts shall be placed when weather conditions are such that the moisture content of the fill Fc(Parallel)= 2510 psi TOP PLATE OR SOLE PLATE TO STUD (I 2-16D (3 1/2"X 0.135") i END NAIL i cannot be properly controlled. Fc(Perpendicular)= 750 PSI - .... _. . __.._.. .._.. .-...._._.. l .. . ... _. _._. _.____.i ___-. _ _- Fv= 285 PSI I ' I Concrete E= 1,900,000 PSI RIM JOIST TO TOP PLATE (ROOF APPLICATIONS ALSO) 8D (2 1/2"X 0.113") TOE NAIL 1. Structural concrete work shall conform to all/the requirements of ACI 318"Building Code Requirements For Reinforced Concrete"and ACI 315"specifications for structural concrete in buildings"in it's entirety certain portions 2. Laminated Strand Lumber(LSL)including Timberstrand rim joists shall banufactured by iLevel by Weyerhauser. AT 6"O.C. ..-. ... .. ................................. ...........-......I....... i ................_.._.......................................................................... . of this specification are presented here only/for clarification and the contractor's convenience and are not intended to replace or amend this specification. 3. Parallel Strand Lumber(PSQ shall be manufactured by iLevel by Weyerhauser, i ------ - --- - 2. Slab work shall conform to applicable portions of ACI 302.1 R guide for concrete floor and slab construction,latest edition. 4. Substitutions are not allowed without approval from design professional and the contracttor shall compensate the engineer for time spent evaluating the proposed substitution. WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, I 8D COMMON (2 1/2" I 3. Comply with the recommendations of ACI$306 for cold weather concreting and ACI 305 for hot weather concreting. 5. The plys of built up manufactured wood products shall be fastened together in conformarnce with the manufacturer's specifier's guide,unless noted otherwise. INTERIOR WALL SHEATHING, 3/8"- 1" ; X 0.131")AT 6"Q.C. I FACE NAIL 4. Concrete shall be normal weight and develop a minimum strength in 28 days as follows: 6. Members may not be bored or notched without written permission from the engineer. _... ... . . . ---.. ._..- _._... __... . _-._-.__-._____.__._ _._.___-____-.-__.-_-__._-_.____._.-......._.�-_____...-_.._____ - -_ _.._._._.__... -_ ._._I Location strength water/cement,(w/c)ratio 7. Composite wood joists(TJI's)shall be manufactured by iLevel by Weyerhauser. WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, 10D COMMON (2 1/2" Footings and walls 3000 psi 0.50 8. Joist sizes have been designed with Trus Joist Macmillan software for a TJI Pro Ratinag of 50 or higher. If joists other than TJI's are used they shall have similar demonstrated performance and shall be approved by the INTERIOR WALL SHEATHING, 1 1/8"- 1 O X 0.CO AT N O.C. i FACE NAIL W Interior slabs 4000 psi 0.50 engineer.The contractor shall compensate the engineer for time spent evaluating the prooposed substitution. j Exterior slabs 4500 psi 0.45 9. Joists of the proper size are to be installed at the spacings indicated on the drawings usiing the manufacturer's recommended details unless otherwise noted on plans. 5. All concrete composite on metal deck shall be lightweight concrete with a minimum ultimate compressive strength of 4000 psi at 28 days,with a unit weight of 115 pcf. 10. Do not cut or notch flanges.Webs opening may be cut only as recommended in the m,anufacturer's literature and then only after consultation with the engineer. Do not bevel cut the top end of the joist beyond the edge of 1 1 1/4"SCREWS, TYPE ! 0 1/2"GYPSUM SHEATHING FACE SCREW 6. All concrete toppings shall be normal weight concrete with a minimum compressive stress of 4000 psi at 28 days. bearing. I W OR S AT 7'O.C. 1 i rewithout � ineers writtenpermission. n r x e h weather,such as that used in foundation walls shall contain %+1.5%entrained " m above nailed to the joist flanges match the dimensions of the supporting stud below. "squash blocks"are to be curt 1/16"longer than depth of joist and are to be . .- ___._._. ._.. - - ..- _ __. -....- _. _.-.-....- _. ___._..._.....__ ._____.._`_.______7. No admixtures are permitted the engineers Concrete ete exposed d to the 6 / air. 11. Provide single squash blocks under bearing walls from J g pp g q g p J { ____.._..__.-___..._.-_..._._.___....____._....._ ..__._.__. ._-____... -. __..... . . .. ...1 8. Cement shall be type I or type II and conforim to ASTM C150. installed with grain vertical. f 9. Other cementitious material such as fl ash or round granulated blast furnace slag may be blended with cement for use in the concrete mix. FI ash shall conform to ASTM C618 and may replace cement if the following 12. Doubled i-joists actin as header and trimmer beams are to be constructed with solid filller blocking nailed between the joist webs. Filler blocking shall be a combination of plywood and/or 2x dimensioned lumber of net width 5/8 GYPSUM SHEATHING 1 5/8' SCREWS, TYPE Y 9 9 9 Y Y Y P 9 J 9 g J g p�'"' I W OR S AT 7" O.C. FACE SCREW ranges for the 2 classes of flyash;class c,2?0 to 35%;class f, 15 to 25%.Ground granulated blast-furnace slag shall conform to ASTM C989 and may not exceed 50%of total weight of cementitious materials. equal to the joist flange width minus 3/8"and a depth of joist depth minus 3 1/2". i ; „ headier in trimmer beams with 1/8"clear betty i _ .......... .. .............................-.....-............................................._.........................................................-. . .. I, ........................._.. -.. . _........._.....-.. ........I....I. -............ .. .. ..........I......................._..._..... 10. Coarse aggregate shall be 3/4 and confornn to ASTM C33 13. Install blocking for full length in header beams and 2-0 to each side of supported head between top and bottom edges of filler and joist flanges.Hammer nails thru near web,filler and far 11. Concrete design mix shall be submitted forr each type of concrete to the design professional for review. The design mix shall be accompanied by test reports conforming to the ACI method for field experience or the ACI web then clinch nail with 2 rows of 10d common nails at 4"o.c. 0 method for trial mixtures,includinga graph of w/c ratio versus strength,in accordance with ACI 301. The design mix shall be sealed and signed by a professional engineer. 14. Build out web of'oist supporting joist hangers flush with flanges with multiple layers of pliywood as required. - - - - -------- - ----------- --- - - --- - -- --- - --- ---- - --- --- -- -- _ 9 1 PP 9J 9 D E S I G N D ! - 'n nails set 2"in from to or bottom of stiffener.Stiffener oplywoodr / " 12. Reinforcing steel:shall conform to ASTM A615,grade 60.(grade 40 may be used for ties and stirrups). 15. Install joist web stiffeners where indicated on plan on both sides of web with(2) 10d clrr ched p s t be 1i2",5i8 or 1 fo 1 1 2 ,1 3/4"and 2 1/4"(min)wide joist DATA A , 13. Location of construction joints and splices for steel reinforcement shall be approved by the engineer,Minimum splice shall be 40 bar diameters for all rebar. respectively, by 2 3/8"wide by clear web height minus 1/8". Stiffeners to be set tight to top of bottom flange at joist supports and tight to underside of top flange when supporting walls or posts from above,within the joist 14. No welding of reinforcing will be permitted. clear span. ..---- ......--..........--. .... ..-.-.-.-..--..-.-..............-- 15. Support and securely tie reinforcing to previent displacement during concrete placement operations. BUILDING CODES USED: W 16. Welded wire fabric(WWF)shall conform tot ASTM A185,with a minimum ultimate tensile strength of 75,000 psi. Lap one mesh size at sides and ends,and wire together. Place mesh on chairs to maintain its position during SHEATHING PANELS 2015 INTERNATIONAL RESIDENTIAL CODE the pour. 1. Sheathing panels,plywood or oriented strand board("osb"),shall conform to U.S.produrct standard ps-1,and bear the APA grade-trademark of the American Plywood Association. 17. Provide minimum temperature reinforcement,as required by ACI-318,in all slabs and walls where reinforcement in not indicated on the structural drawings. 2. Sheathing panels for floors,roof,and walls shall be apa rated sheathing,exposure 1,witth a minimum span index rating of 32/16 visible on all sheets,and made with exterior glue. 2015 INTERNATIONAL BUILDING CODE AS ADOPTED BY NEW YORK STATE If 18. Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute(CRSI)manual of standard practices. 3. Sheathing shall be of the following minimum thickness: ASCE 7-10 19. Provide clearances from face of concrete for the closest surface of reinforcement as follows,unless noted otherwise on the structural drawings: Roofs 5/8" Slabs 3/4" Floors 3/4"tongue and grooved. _. .._. .-. .. ..-_._......._-_._-_...-._._....---_......._._-.._...._ .__._-____._._.____-___.__-_.___._-__._....----___.._._-__._-.-___.-_____ rr Footings: 3" Walls 7/, o DESIGN PARAMETERS - WIND AND SNOW' Exterior face of walls: 2"for#61 or larger1 See architectural plans for thickness. 11- -. W 1/2"for#5 or smaller 4. Sheathing panels on flat surfaces shall be installed with face grain perpendicular across to supports and continuous over two or more spans. - - -- - ----- - ---- - - - - ---_ -----.- ---- --------.--- ..-___.-.___-.._...1...__..__.....___.._...._.__.._.-.____ _ ____._-._.-_____..___.._____-- ___---____-_____. -__ ..._..._.._..._.._____ . --__... -_..._._....._..._._._-. ..-- --- - ...-...._. ..-._.-.... - _. _ .-. .-... . ... ......_..-.- -------......___.- _ .--...-..--_.-... -- Interior face of walls: 3/4" 5. Wall sheathing and floor sheathing shall be glued to supporting members with constructiion adhesive such as PL400,laid in a continuous 1/4"wide bead along the member length. OW DATA 20.Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings. Minimum concrete between sleeves shall be 6". 6. At designated shear walls,horizontal edges of wall sheathing shall be Backed by solid blocking between studs to provide backing for specified panel edge nailing. 21,Conduits and pipes shall be placed above bottom bars and below top bars and shall not exceed 1/3 the concrete thickness at any cross-section. Parallel runs shall be placed a minimum of 3 diameters on center. No 7. Leave 1/16"space at all plywood panel end joints.Leave 1/8"space at all panel edge joiints if not tongue and grooved.Use ply clips or other edge support as required for plywood sheathing. ....................I............... I..... I ...................... ... ..... . .--I . aluminum or coated conduit pipe shall be used. GROUND SNOW LOAD, P -FIGURE R301.2 5 P 30 psf Q 22.All grout shall be non-shrink with a minimunn compressive strength of 5000 psi. WOOD FASTENERS 9 ( ) 9 = p 23.Install slab curing measures immediately after finishing on the same day as concrete placement. Cure slabs using curing paper or plastic with taped joints. Cover the wetted surface as soon as it can be placed without 1. Nails and spikes specified on plan shall conform to the nominal sizes Specified in federal specifications ff-n-105b and as noted in the table below: SNOW EXPOSURE FACTOR, Ce -ASCE TABLE 7-2 Ce= 1.0 m marking the surface. Keep surfaces moist during the cure period by providing additional moisture,wind barriers,sun protection and other methods to promote a slow cure. Use of a curing compound is prohibited. Loss of Type pennyweight 8d 10d 12d 16d 20d SNOW IMPORTANCE FACTOR, Is -ASCE TABLE 1.5-2 Is= 1 W surface moisture shall be inhibited for at learst 7 days b recommended aci methods. Diameter 0.131" 0.148" 0.148" 0.162" 0.192" Y Y THERMAL FACTOR, Ct -ASCE TABLE 7-3 Ct= 1.1 24.Provide shop drawings indicating all fabricated dimensions, reinforcing layout, bar marks, cover, spacing, reinforcing grade and finishes, typical erection details, bend types, laps. Show an elevation of each wall. Shop Common length 2.5" 3.0" 3.25" 3.5" 4.0" FLAT ROOF SNOW LOAD, Pf -ASCE SECTION 7.3 Pf=23 psf i drawings shall be submitted to the design professional for review prior to fabrication. Head diameter 0.281" 0.312" 0,312" 0.344" 0.406" ROOF SLOPE FACTOR, CS -ASCE FIGURE 7-2b CS= 1 25.Designated testing laboratory shall conduct strength test for each 50 cubic yards or fraction thereof from each mix design of concrete placed in any one day,except that in no case shall a given mix design be represented by 2. Lag and wood screws shall conform to ANSI/ASME Standard B18.6.1-19.81. _ i less than five tests. 3. All fasteners used in contact with preservative pressure treated wood shall be hot dipped galvanized in accordance with ASTM A153 or stainless steel, type 316. Do not mix stainless steel and galvanized fasteners and SLOPED ROOF SNOW LOAD, Ps -ASCE SECTION 7.4 Ps=23 1 connectors. STRUCTURAL STEEL 4. Bored lead holes for fasteners shall be as follows: WIND DATA I 1. All structural steel work shall conform to then following governing standards: Nails and spikes:lead holes are not required unless to prevent splitting of wood.If regcuired,lead hole diameter shall not exceed 75%of nail/spike diameter. A.AISC"Specification for the Design,IFabrication and Erection of Structural Steel for Buildings,"latest edition. Wood screws:lead hole diameter equals 7/8 of unthreaded shank diameter in connectted wood part and 7/8 of diameter at root of thread in wood receiving thread. I ........................... ............... ... . I. -- ---- -... B. The American Welding Society(AWLS D1. 1)"Code for Welding in Building Construction,"latest edition. Lag screws:lead hole diameter equals shank diameter for extent of unthreaded shank;,and 60%of shank diameter for threaded portion of shank. BASIC WIND SPEED,Vasd - FIGURE R301.2(4)A, R301.2.1.3 108 mph 2. All structural steel shall conform to the following ASTM specifications: Through bolts:lead hole diameter 1/32"to 1/16"larger than nominal bolt diameter. WIND EXPOSURE CATEGORY -ASCE SECTION 26.7 C A.Plates:ASTM A36 5. Insert threaded screw type fasteners by turning with screwdriver or wrench.Do not drive!by hammering.Facilitate installation by placing soap or other lubricant on threads. ENCLOSURE CLASSIFICATION -ASCE SECTION 26.10 ENCLOSED B. Rolled W-Sections:ASTM A992 Grade 50 6. Provide standard round washers under the heads of all thru bolts and lag screws and under all nuts unless otherwise indicated on the plans.Tighten fasteners without crushing wood fibers under washers. WIND IMPORTANCE FACTOR, Iw -ASCE TABLE 1.5-2 I= 1 C.All other rolled sections:ASTM A36 D.Pipe Columns:ASTM A53,Grade& METAL WOOD CONNECTORS DESIGN WIND PRESSURE ON -ASCE SECTION 27.4.1 p= 16 psf SHEET NUMBER: E. Tube Columns:ASTM A500,Grade B. 1. Simpson products shall be installed per Wood Construction Connectors by Simpson Strong-tie(current edition). Use common nails at all metal wood connectors. WIND FORCE RESISTING SYSTEM F. Bolts(Steel to Steel):3/4"ASTM F1 852"Twist off"type Tension Control bolts with ASTM F436 washers.All bolts shall have threads excluded from the shear plane.Connections are to be standard AISC connections. 2. Joist hangers, cross bridging and all connectors for wood construction shall be galvamized steel as manufactured by Simpson Strong Tie or approved equal. Special nails as supplied by manufactured shall be used for (TOTAL WINDWARD AND G.Bolts(Wood to Wood or Wood to Steel):3/4"ASTM A307 required nailing. LEEWARD-WORST CASE) H.Anchor bolts: ASTM F1554 Grade 36.3/4"diameter unless noted otherwise on drawings. Install column anchor bolts using templates and other devices required for accurate installation.Burning of base plate anchor 3. 10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted on plans independent of framed walls. .......................... . ..............I_.........._...._................. .- ............................... ... .. .........._...-.............. I..................._. bolt holes will not be allowed.Anchor bolts may not be embedded after the concrete has set without written permission from design professional prior to pouring foundations. 4. Provide metal post bases and post caps(Simpson type CC)where wood posts connect Ito wood beams r leper t -- -- -- i and caps shall be galvanized at exterior conditions.Use Simpson recommended anchor bolts embedded "wi Hilti .............- .. - ---------- ------- ---------- -- ----- - _............................._........................................ ................_.. ..._.........._. 3. Welding shall be performed by welders certrrfied by AWS. 5. Provide Simpson type ABA or ABU or post base where a wood post bears directly on a ifoundat on Bases a p g p 8 with H It S0 . 0 4. Welding electrodes shall be ASTM A233,Cllass E70XX.Use low hydrogen electrodes for A572,Grade 50 steel. RE500 adhesive into the foundation,unless noted otherwise. DESIGN LOADS P S F 5. Shop paint interior steel members with Tneimec Series V10 primer. Verify that the finish coat is compatible with the primer before applying and notify design professional if it is not. Field paint as per Architectural drawings 6. Where wood beams bear directly on concrete or masonry piers,anchor beams to piers with Simpson ABA or approved equal,with Simpson recommended anchor bolts embedded in the pier 8"with Hilti RE500 adhesive, ( ) and Specifications. unless noted otherwise. _._..__ _.____.____..__..__._.._.r _. _.__. ___.___... ... _ __..____..____._._____.__._ .._ . . 6. All exposed exterior steel shall be hot dipped galvanized in accordance with ASTM A-123.All exposed exterior steel connecting hardware including nuts,washers and threaded fasteners,etc.,shall be hot dipped galvanized 7. Anchor the back end of cantilevers with Simpson anchors having an allowable uplift capracity of 1,000 lb. LOAD ROOFING in accordance with ASTM A-153. 8. Install Simpson face mount hangers at all flush framing conditions. Use face mountt hangers specified in iLevel Joist specifier's guide TJ 4000 and iLevel Beam, Header, and Column specifier's guide TJ 9000 by LIVE SHEATHING _OR_ GYPSUM FRAMING : CONCRETE TOTAL 7. Steel erection and piece shop drawings shall be submitted to the design professional for review and approval. No fabrication of steel shall commence without approved shop drawings.Shop drawings shall be reviewed and Weyerhaeuser,unless specified otherwise on plan. LOCATION LOAD FINISH BOARD SLAB PSF n anchors each rafter.Unless noted use Simpson H2.5A or as:required b the local governing building code. stamped by the contractor prior to submittinJg to the design professional.Shop drawings shall conform to customary AISC detailing standards. 9. Provide metal hurricane a cho s at p q y g g g 8. Steel connections not shown shall be standard AISC framed beam connections and shall be detailed by the fabricator in accordance with the AISC specification above. 10. Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. s SHEET NAME 9. All beams except cantilever beams shall be fabricated with natural camber up. Cantilever beams shall be fabricated so that natural camber raises cantilevered end. 11. Where hangers are specified or required at sloping or skewed beams,the contractor shall specify the correct slope and skew when ordering the hanger. ROOF 23 3 3 3 3 - 40 10. Unless otherwise noted,for lintels over doors,windows,ducts,and miscellaneous openings use for each 4"of wall: 12. Where ACQ or CuAz wood preservative treated wood framing components are used,alit connectors and fasteners shall be stainless steel.Alternate methods for protection against corrosion of connectors and fasteners must I 3 1/2"x3 1l2"x5/16(6"bearing)for maximum clear spans up to X-6" be approved by the design professional. ........... ......... _. 3 1/2"x4"x5l16"(6"bearing)for maximum clear spans up to 5*4' STRUCTURAL ; . 3 1/2"x5"x5/16"(8"bearing)for maxiimum clear spans up to 6'-9" SECOND FLOOR 30 3 i 3 3 3 - 42 SPECIFICATIONS Lintels supporting exterior wythes are to be hot dipped galvanized in accordance with ASTM A-123. 11. Steel shall be erected to a tolerance of not more than 1/4"in 10 feet out of plumb,nor 1/8"from the required elevation.All structural steel beams and columns adjacent to mason shall have 1 1/2"x1/8"strap anchors at 2'4' P q J masonry P _ ..... ....-......._....__ .. -- -._..._.-... -I --_._..._._._-....... -- --------------------i-------____.---- -----._...-------__ _ O.C. j 12. All field welding is to be visual inspected by an A.W.S.certified weld inspector engaged by the owner. Reports are to be sent to the architect,engineer,and owner in a timely manner. FIRST FLOOR 40 3 3 3 1 3 ! - 52 SCALE: - 13. All full penetration and partial penetration groove welds shall be inspected by ultrasonic methods by a A.W.S.certified weld inspector engaged by the owner. j 1 ...... .......- ­ . .. - _ I - I ­_ . ­_­­___..._1________ ---- -,..------..-.-----�-.--..-------.--.--t----..---.-,----. - ' INDICATES LOAD APPLIED TO HORIZONTAL PROJECTION DATE: September 22, 2017 I y 5 1/4"X 11 1/4" P.T. PSL BEAM LOW _ E fIN C c~n U ''^) v! r C3 - f.`k.lf3 C" 04 rnm = — — — — — — — — — —— — C3ea . X J = X J = r — — — — —— — � a LOa: Drawings and specifications, as her__._.. _. documents instruments of professional — — — — — — — — — — I I service,are and shall remain the Property of the engineer. These are n rttfbso ole or pa , or any t _ ' I wh projects or purposes, or by any - '-' --- - ---I - other parties,than those properly authorized by contract,without I the specific written authorization of Jacobson Structures LLC. I I TYPICAL 1 (2) 11 7/8".I.VL s2.0 I I _ 0 LO 0 ,°_° 00 I _ 10"CONCRETE FOUNDATION WALL TYPICAL I I (2) 11 7/8",LVL 2'-0"X 12"THICK — — ---- I PROJECT ADDRESS: CONTINUOUS CONCRETE FOOTING Brick Yard Road TYPICAL _I 2'-0" X 1:[2"THICK I I Block 44 Lot 6 IUOUS CONCRETE I -- — — I Fishers Island, NY _......... 2X6 AT 16" O.C. 2 FOOTINIG WITH (3)#4 STUD WALL REBAR:3" CLEAR FROM I STUD WALL --- - - JOISTS CONTINUOUS BOTTOtiVI AND SIDES — — - - OVER WALL — — - - — L — — — — —�- - — — — - - — — - - — I -----_ _ _ I. (3) 11 7/8" LVL LOW 11 7/8"TJl 230 — — - - — — - - — — -- - -- — _.- -�' PROJECT NAME: I I _ I �— I I I , 2 > > I �-O 00 00 3'-4"X 12"THICK FOOTING ................................................ :.............. :....... . . (2) 11 7/8" LVL UJ - - — — — - - — — — — — — - - — - - — — — - - — — -- — I (3) 117/8" LVL - -� L - - - - - ---- -- - - -- - -- - - - --- - - - - - -- - - -- -- -- -- W I I I I _ I W L_i_ I 117/8"TJ1230 _ I I . L_- - - - -- -- - -1 AT 16"O.C. T j I I j I C- - - - - -- - � I I _. ... .......... __I _ W > I I L- ---- -- - -- - -- - - -� I I L- ------ - -_ .b._....______...........__....__"__....._.._._............... L - -- - - -- -- --- - -- -- -- - L- - - - - - - - - - - - - - - - - - - -� LEGEND PST AVE FIRST FLOOR FRAMING AND EPRESENTS FRAMING G PLANS FOR BEVEL AVE VE REFER TO FOUNDATION PLAN ❑ REPRESENTS STEEL TUBE COLUMN. HSS4X4X1/4 SHEET NUMBER: UNLESS NOTED OTHERWISE REPRESENTS STRUCTURAL BEAM OR HEADER AS GEMERAL NOTES: NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER IF NOT INDICATED C� 1 . 0 1. REVIEW ALL NOTES ON 50.0 v 2. RIM JOISTS ARE 1 1/4"TIMBERSTRAND LSL -' " '' - REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING 3. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND WALL AND FOOTING AS NOTED ELEVATIONS 4. VERIFY ALL EXISTING CONDITIONS SHOWN. NOTIFY STRUCTURAL ENGINEER IF (— REPRESENTS CAST IN PLACE CONCRETE FIELD CONDITIONS ARE DIFFERENT I I FOUNDATION WALL AND CONTINUOUS CAST IN 5. DO NOT EXCAVATE LOWER THAN AN EXISTING FOUNDATION L — — — — PLACE CONCRETE FOOTING 6. THE BOTTOM OF ALL NEW FOOTINGS SHALL BE 3'-6" BELOW FINAL GRADE. SHEET NAME: 7. FOOTINGS MAY BE STEPPED PROVIDED THE SLOPE OF THE BOTTOM OF FOOTING DOES NOT EXCEED 2 UNITS HORIZONTAL TO 1 UNIT VERTICAL FIRST FLOOR FRAMING AND FOUNDATION PLAN SCALE: 1/4" = 1' - 0" DATE: September 22, 2017 I L" 2X 10 CEILING J O I ST/TI I E AT EACH RAFTER 8X8 TIMBER ------------- 8X8 TIMBER POST - .- .. 8X8 TIMER POST :b BEAM �i z 0 `' >- (2)2X10 ' E li [y] .. .,j IT.1 • x .'���-•r� � 2X10 CEILING JOIST/TIE �"'• � w -8X8 TIMBER POST --- -- - AT EACH RAFTER " s t- ! 2X10 CEILING L� I- P 00 00 .. f x JOISTS/TIES AT x E °O EACH RAFTER co �_ I i TOP OF LVL BEAM (2)2X10 FLUSH WITH TOP 2X10 CEILING Drawings and specifications, as FL FL JOISTS -_...__ "" -._.___.... JOIST/TIE AT RAFTER instruments of professional (3) 18" LVL OF (2) 11 7/8" LVL service,are and shall remain the Property of the engineer. These E LA •.,.__ i I documents are not to be used,in whole or in part, for an the 5 1/4 X 5 1/4' "' 5 1/4 X 5 1/4 (1) 11 7!8" LVL j I projects orpurposes, or by any PSL POST _ ..... PSL POST 1 other parties,than those properly authorized by contra ct,without the specific written authorization - ----- -- - - - --- - - •- - -- - _ of Jacobson Structures LLC. cn p (2) 11 7/8' Z - LVL o > z M � CO 00 E�•li - J M � Q ch N � / (2) 11 7/8' I LVL _ M ._.. v '.. PROJECT ADDRESS: (2) 11 7/8" LVL 11 7/8"TJI 360 - ->' Brick Yard Road AT 16"O.C. ° ° 11 7/8"TJI Block 44 Lot 6 ~ ~ AT 16"O.C. Fishers Island, NY (2) 11 7/8" LVL •, 5 1/4"X 5 1/4" 5 1/4"X 5 1/4" PROJECT NAME PSL POST - PSL POST g • F �_ (3) 9 1/2"LVL HEADER LOWbo - J J J N I (2) 11 7/8"LVL- N v W ..... i 11 7!8" LVL U tt v � ' 1 UJ � ,► LEGEND Q i 99 REPRESENTS POST OF BUILT UP STUDS I 2X10 CEILING JOISTS AT 16"O.C. _...__._____.._._.._ ® REPRESENTS SOLID POST AS NOTED REPRESENTS STUCTURAL BEAM OR HEADER AS W NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER --- ,._.__........._.._._...._ IF NOT INDICATED rr 2X10 CEILING i 2X10 CEILING REPRESENTS STRUCTURAL BEAM WITH MOMENT JOISTS/TIES AT JOISTS'"1IES AT _ CONNECTION TO COLUMNS EACH RAFTER _ _ EACH RAFTER REPRESENTS STUCTURAL RAFTER/JOIST FRAMING I ' ' AS NOTED �-LI REPRESENTS CEILING JOISTS AT 16"O.C., 2X12'S ..... ..... ._ _ ..._......__.._....________.. _ UNLESS NOTED OTHERWVISE REPRESENTS STUD WALL OF 2X6 STUDS AT 16"O.C. WITH 1/2" PLYWOOD SHEATHING FASTENED WITH 8D ._ _..__,,...•., __.._,-,,,, __,__.,,,,,_,,.�.•, NAILS AT 6" O.C.AT ALL EDGES AND 12" O.0 AT SECOND FLOOR FRAMING PLAN INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR VI WALLS REQUIRING BLOCKING ------------ ------ GENERAL.__...___.... I—� REPRESENTS INTERIOR STRUCTURAL BEARING GENERAL NOTES: WALL OF 2X4 OR 2X6 STUDS AT 16"O.C. SEE 1. REVIEW ALL NOTES ON S0.0 ARCHITECTURAL PLAN FOR WALL THICKNESS 2. RIM JOISTS ARE 1 1/4"TIMBERSTRAND LSL ---------- REPRESENTS 1/2" PLYWOOD SHEATHING APPLIED TO 3. ALL WALL HEADERS ARE (2)9 1/2" LVL'S UNLESS NOTED OTHERWISE EXISTING OR INTERIOR WALL AND FASTENED WITH 4. ALL POSTS SUPPORTING WALL HEADERS ARE(1)2X JACK STUD AND 8D NAILS AT 6"O.C. AT ALL EDGES AND 12"O.0 AT (1)2X KING STUD UNLESS NOTED OTHERWISE INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR 5. ALL POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST AS WALLS REQUIRING BLOCKING SHEET NUMBER: WIDE AS THE SUPPORTED BEAM MULTIPLE LVL FASTENING SCHEDULE #OF PLYS FASTENING ....................................................-......_..._....................._.....I.................................................................................................................._......................._......................_................__....__........._..................................._...............__............................._........................ ... (2) 1 3/4"LVL'S (2) 1OD (3"X .131")AT 12"O.C. (3) 1 3/4"LVL'S (2) 3 1/2"SIMPSON SIDS SCREWS AT 24"O.C. BOTH SIDES -' ........................................ . . ......................................... i ...........................................................-................. ............................................................................................ .. . . SHEET NAME: (4) 1 3/4"LVL'S (2)6"SIMPSON SIDS SCREWS AT 24"O.C. BOTH SIDES SECOND FLOOR FRAMING PLAN *TYPICAL HANGER FOR LVL BEAMS IS SIMPSON HU FACEMOUNT HANGER UNLESS NOTED OTHERWISE. 10DX1-1/2" NAILS MAY NOT BE SUBSTITUTED FOR 16D NAILS *TYPICAL JOIST HANGER IS SIMPSON MIU. 10DX1-1/2" NAILS MAY SCALE: 1/4" = 1' - 0" BE SUBSTITUTED FOR 16D NAILS * 10DX1-1/2"NAILS MAY NOT BE SUBSTITUTED AT ALL OTHER DATE: September 22, 2017 DCAINA IJAAIf`_CDC CII I Al I AIA11 Uni CC%A/1 rU r1r11,AhAnK1 AIA11 C AC I ' .41 . f 7 RAFTERS BEAR ON FIRST FLOOIR WALLS BELOW � . BEAM BELOW. SEEDrawings and specifications, as _ r[iSECC>ND FLOOR FRAk8|NG instruments of professional� service,are and shall remain the + —0 documents are not to be 'used,in whole or in part, for any other ----------------- projects or purposes, or by any other parties,than those properly authorized by contract,without LU toll 010 04 PROJECT A C�S1C� LVLHEAOER-- - CONTINUOUS I-).AP OVER F!OSTS (3)2X4 POST WITH Brick Yard Road / 2X8 KING STUDS Block 44 Lot 6 (3)2X4 POST WITH . 2X8 KING STUDS ABOVE HEADER - � (3) Q1/2" LVL HEADER POSTABOVE PROJECT NAME: ! ' � ! - ' . / . . LOW ROOF FRAMED OVER 8HE/��ED �A|NROOF - LOW ROOF FRAMED OVER SHEATHED MAIN ROOF -� _ _ ~~ -- �� | | | | �-1 \ --1-�-1-'-- [ | l'-' l---l---\---T---\- l-- 11r |--| ---|---1--1- -1--- -�1'� | | | | � ] -J | | |''- | | | | | | \ - \ | | | i | i ] | - _' -_- / \ ' | | � | UJ CD UJ ........... ___ ___ __ -_ -''-T- | / � ' ' | LU LEGEND ��x������ ���� J� ��U���� PLAN �vv��«~�U- U� U�x�`U�UUU��� - 0 REPRESENTS POST OF BUILT UP STUDS - REPRESENTS SOLID POST AS NOTED REPRESENTS STRUCTURAL BEAM OR HEADER AS Li NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER 1. REVIEW ALL NOTES ON SD.O !'- --' 2- ALL RAFTERS ARE 2X12'8AJ 16^O.C. UNLESS NOTED OTHERWISE IF NOT INDICATED 3. INSTALL S|K8PSON H2.5TATALL RAFTER/TOP PLATE CONNECTIONS REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING 2. ALL WALL HEADERS ARE(2)Q 1/2" LVL'S UNLESS NOTED OTHERWISE AS NOTED 3- ALL POSTS SUPPORTING WALL HEADERS ARE(1)2X JACK STUD AND(1) 2X KING STUD UNLESS NOTED OTHERWISE REPRESENTS STUD WALL OF 2X6 STUDS AT 16"O.C. 4., ALL POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST A8WIDE WITH 1/2" PLYWOOD SHEATHING FASTENED WITH 8D AS THE SUPPORTED BEAM NAILS AT 6" O.C. AT ALL EDGES AND 12"O.0 AT SHEET NUMBER: 5. TYPICAL HANGER FOR LVL BEAMS IS S|K8P8DN HU FACEMDUNT INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR HANGER UNLESS NOTED OTHERWISE WALLS REQUIRING BLOCKINGBELOW FRAMING BUILT OVER REPRESENTS WALL BELOW. SEE LOWER PLAN S1 . 2 MULTIPLE LVL FASTENING SCHEDULE REPRESENTS STRUCTURAL BEAM OR HEADER BELOW. SEE LOWER FRAMING PLAN #(OF PLYS FASTENING SHEET NAME: ^ SIMPSON SDS SCREWS AT O.C. BOTH SIDES , ROOF FRAMING PLAN ° °TYPICAL HANGER FOR LVL BEAMS IS S|K8PSDN HU FACEMOUNT POST BO, Ui +70\1 RI D \A L \HEADER MANGER UNLESS NOTED OTHERWISE. 10DX1-1/2" NAILS MAY NOT 8IE SUBSTITUTED FOR 16D NAILS ^T~/P|CAL JOIST HANGER|S3|K8PSONK4|U. 1UDX1-1/2^ NAILS MAY 8!E SUBSTITUTED FOR 16O NAILS DATE: September 22, 2017 °1(ODX1-1/2"NAILS MAY NOT BE 8UBST|TUTEOAT/\LL OTHER .... ............................................................................................. .. . .............................. . .............. ... ...... . .... .. ................................... ................................................ . .... .. . . . ......................... z as O D C, i m 0 -- ---- -- -- ---- - - -- - - -- - - - -- - - - - - -� • 4 g �' f I _ ____ ____ __ _ _ _--- --- - - — _ _ _ _ ru — _ {j (b ,t • W i I I __ T I._ I I I .I Drawings and specifications, as ce I I ( instruments of professional ' I co U J I I service,are and shall remain the I Property of the engineer. These documents are not to be used,in co co co 00 CO J whole or in part, for any other FZ r J I I projects or purposes, or by any Q I other parties,than those properly bo ffi I I I N N N ti authorized by contract,without the specific written authorization 3'-0"X T-0"X 12" I r I of Jacobson Structures LLC. FOOTING WITH(5)#4 .a I REBAR PLACED 3" FROM I I I BOTTOM OF FOOTING W o0_ I 5 1/4"X 5 1/4" .. . .......... a ( I I I I (3) 11 7/8" LVL _ _ > _ :.. PSL POST __.... ---- 5 1/4"X 5 1/4" J Z - t PSL POST { n Ov— PSL POST/4" 2'-0 - 5 1/4"X 5 1/4" - PSL POST - PSL POST FROM ABOVE ON SIMPSON ABU66 POST BASE00 E 9— I J J PROJECT ADDRESS: J coJ N -" I Brick Yard Road N C3co co � O I I I ~ i -00 Block 44 Lot 6 I I Fishers Island, NY t L —— —— —— — — —— ———— —— —— ——— — — ——— — — - I I PROJECT NAME: - _ - - - - - - - -- - - - ' L - - ------ -------- -- -- ---- ----------� FOUNDATION PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN W GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: 1. REVIEW ALL NOTES ON S0.0 1. REVIEW ALL NOTES ON S0.0 1. REVIEW ALL NOTES ON S0.0 U 2. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND 2. RIM JOISTS ARE 1 1/4"TIMBERSTRAND LSL 2. ALL RAFTERS ARE 2X10'S AT 16"O.C. UNLESS NOTED OTHERWISE WALL AND FOOTING ELEVATIONS 3. ALL WALL HEADEFRS ARE (2) 9 1/2" LVL'S UNLESS NOTED 3. INSTALL SIMPSON H2.5T AT ALL RAFTER/TOP PLATE CONNECTIONS 3. DO NOT EXCAVATE LOWER THAN AN IN PLACE FOUNDATION OTHERWISE 2. ALL WALL HEADERS ARE (2)2X10'S UNLESS NOTED OTHERWISE W 4. THE BOTTOM OF ALL NEW FOOTINGS SHALL BE 3'-6"BELOW 4, ALL POSTS SUPPOORTING WALL HEADERS ARE(1)2X JACK 3. ALL POSTS SUPPORTING WALL HEADERS ARE (1)2X JACK STUD AND(1) Q FINAL GRADE. STUD AND(1)2X KING STUD UNLESS NOTED OTHERWISE 2X KING STUD UNLESS NOTED OTHERWISE 5. FOOTINGS MAY BE STEPPED PROVIDED THE SLOPE OF THE 5. ALL POSTS SUPPOORTING BEAM ARE BUILT UP STUDS AT 4. ALL POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST AS WIDE BOTTOM OF FOOTING DOES NOT EXCEED 2 UNITS HORIZONTAL LEAST AS WIDE A:S THE SUPPORTED BEAM AS THE SUPPORTED BEAM TO 1 UNIT VERTICAL 5. TYPICAL HANGER FOR LVL BEAMS IS SIMPSON HU FACEMOUNT HANGER UNLESS NOTED OTHERWISE W rr rr W LEGEND ® REPRESENTS POST OF BUILT UP STUDS ® REPRESENTS SOLID POST AS NOTED REPRESENTS POST ABOVE FRAMING. REFER TO W- FRAMING IPLANS FOR LEVELS ABOVE. LOCATE FRAMING)ACCORDINGLY O REPRESENTS STEEL TUBE COLUMN. HSS4X4X1/4 UNLESS NOOTED OTHERWISE REPRESENTS STRUCTURAL BEAM OR HEADER AS NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER IF NOT INIDICATED SHEET NUMBER: REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING AS NOTED) �---- -- REPRESENTS STUD WALL OF 2X6 STUDS AT 16"O.C. WITH 1/2" IPLYWOOD SHEATHING FASTENED WITH 8D S1 - 3NAILS AT 6"O.C.AT ALL EDGES AND 12"O.0 AT INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR WALLS REQUIRING BLOCKING - - -+ REPRESENTS STRUCTURAL WALL ABOVE FRAMING. LOCATE FIRAMING ACCORDINGLY r REPRESENTS CAST IN PLACE CONCRETE SHEET NAME: I I FOUNDATIION WALL AND CONTINUOUS CAST IN L———— PLACE CONCRETE FOOTING GARAGE FRAMING D PLAN SCALE: 1/4" = 1' - 0" DATE: September 22, 2017 I z 4> Z O C) v I #, M �.- O 4 C3 (> Drawings and specifications, as instruments of professional service,are and shall remain the Property of the engineer. These documents are not to be used,in whole or in part, for any other projects or purposes, or by any other parties,than those properly authorized by contra ct,without the specific written authorization SIMPSON CS20 STIRAP of Jacobson Structures LLC. - OVER EACH RAFTER �6 ,O eDAT 6"O.C. __. .. . .._.. . .................._.............._... _...__._......_._ -- -- - - - BLOCKING BEHIND STUD BEARING WALL PER PLAN eD AT 6"O.C. PLYWOOD PANEL JOINTS - 5"CONCRETE SLAB WITH 6X6 I 1/2"ANCHOR BOLT AT 48"O.C. SEE W1.4 WELDED WIRE MESH — RIDGE BEAM (4) 8D NAILS INTO STRUCTURAL SPECIFICATIONS PAGE. - -- 10 MIL POLYETHYLENE VAPOR PER PLAIN EACH STUD BARRIER. 4"SIMPSON SDS SCREW 'NOTE PLYWOOD SIHEATHING THROUGH WALL PLATE AT 6"GRAVEL OR CRUSHED STONE ROOF RAFTER-APS FLOOR FRAMING AS SHOWN - ! EACH JOIST f PER PLAIN 13DAT 6"O.C.-... --..............._..._..._........._.._....__.... ._..... -- PROJECT ADDRESS: (4) 8D NAILS INTO RIM Brick Yard Road JOIST AT 16"O.C. -- - -- ---- -_._-__ Block 44 Lot 6 Fishers Island, NY 8D AT 6"O.C.----------..._....................................................._.._.....................----......._...........:.........a,. --- -, RAFTER TO RIDGE (2)#4 BAR CONTINUOUS LAP . • PRESSURE TREATED 2X6 TYPICAL #4 REBAR VERTICAL AT 12 O.C. 4 CONNECTION 2'-0". PLACE 2" BELOW TOP OF r` SILL PLATE WALL AND 1 1/2"CLEAR FROM SIDES _.-1/2"ANCHOR BOLT AT 48"O.C. SEE STRUCTURAL SPECIFICATIONS 10' CONCRETE WALL - --- -- - -- --- --- COMPACTED FILL S2.0 SCALE 1" = 1'-0" PAGE. PROJECT NAME: �_.... _........_..._........_....__.._... 10"CONCRETE FOUNDATION WALL #4 REBAR HORIZONTAL AT 18"O.C. - _........... .. ROOF RAFTER PER PLAN ! --.. ............. _._........ . .. #4 AT 2'-0"O.C. 5"CONCRETE SLAB WITH 6X6 - --- - 5"CONCRETE SLAB WITH 6X6 W1.4 WELDED WIRE MESH ---- - -- - - #4 REBAR DOWEL AT 12" z W1.4 WELDED WIRE MESH LAPPED WITH VERTICAL BARS W Co 10 MIL POLYETHYLENE VAPOR 10 MIL POLYETHYLENE 8D NAILS AT 6"O.C. BARRIER. VAPOR BARRIER. .. ......... ... ..._ ._........... STAGGERED TO EACH ' _.:..---................--------.............._.._._..__.........._....... M 6"GRAVEL OR 6 --__..._...... ._.... #4 REBAR AT 12 O.C. PLATE__ -- - "GRAVEL OR CRUSHEDz CRUSHED STONE STONE \............. \ .._............__. 7" - -- - SIMPSON SD'WC15600 SCREW • (4)8D NAILS, 3"SPACING -.. OF HURRICANE RE PLACE Q AT EACH N (3)#4 BOTTOM CONTINUOUS STUD WALL PER PLANCD -- - -- LAP 2'-0". PLACE 3"(CLEAR FROM (3)#4 BOTTOM CONTINUOUS LAP 2'-0". PLACE 3"CLEAR FROM W 130TTOM AND SIDES --+ • 1/2" PLYWOOD SHEATHING BOTTOM AND SIDESrr -- • FIRM,UNDISTURBED SOIL FIRM,UNDISTURBED SOIL WITH BEARING CAPACITY I _._ . . _ 3.4 PER STRUCTURAL NOTES WITH BEARING CAPACITY X X PER STRUCTURAL NOTES RAFTER TO WALL WUJ 5 TYPICAL CONNECTION Q (' 1 ' TYPICAL FOUNDATION WALL SECTION 1 FOUNDATION WALL AT CRAWL SPACE S2.0 SCALE 1" = 1'-0" m S2.0 SCALE 1" = 1'-0" S2.0 SCALE 1" = 1'-0" SHEET NUMBER: S2 . 0 SHEET NAME: STRUCTURAL DETAILS SHEET A SCALE: as noted DATE: September 20, 2017 1 �..... 2.. 1_ . . .... ..... 3.__.._.... . ........_... 4 .............. ............. 5. 6 . 7... . .... . __ .. 8 9 10 r :1 i I I U1 � I � N D A . CHITECTU E 'i I Doyle Coffin Architecture, LLC —� 158 Danbury Road ' l Ridgefield, Connecticut 06877 I � 203143116001 203 143119764 fax info@doylecoffinarcliitecture.com doylecoffinarchitecture.com � J B I I it i � J I i i I � � I C PRELIMINARY NOT FOR CONSTRUCTION THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF I CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. U_L NOTES MATCHLINE 1 / A1.Z - MATCHLINE 1 / A1.3 MATCHLINE 1 / A1.0 ... �. . . ,. . DI 24'-8° 01 .li I I Outdoor Shower; I t12'-0"x5'-6" I T Ref. North _ _ e O ° - - - - I T T I IT -IF I!„ NEW CONSTRUCTION FOR II II Step in wall lat giarag Garage Staircase: uT I II I rr—————————————————— -———————- I- I- Y- - t ----------� 0'4 iMoodIopl d 10"Treads(10"min.) anin ,t� II II t7 21/32"Risers(7 3/4"max.) ? LO I I I II II II II II I I (4)2x12 II IIII III II I III II I II I I Stringers,1-1/2"0 handrail @ 2'-10"above nosing tread I El i I I J I I � 4'-8" LJ.I — — ——— ——— � U II p I I - I ------� I i _ ., J ES M. E M. I AM & DIAN I II II --- --- ; I'' BAKER 9'-0"x 8'-0"Overhead I I [ I I "------- garage door --- --- � I BRICK YARD RO I II I DN , I: AD Ix I II p O I ' BLOCK 44 LOT 6 c° M I II I I I FISHERS ISLAND, NY d_ 10/30/1_ 7Issued for Permit Ste In wall at garage Two Car Garage door opening,YP• REVISIONS I II Garage Slab on Grade II DESCRIPTION DATE A Pitch slab down 3"to doors A i o c o F I i I — - - - - I ISSUED FOR PRICING [1] 04/29/16 I II 4' Slab on grade; normal weight, N co M Cl) g g I I _ - - - - N reinforced with 6x6 2.0x2.0 w.w.f. _ ISSUED FOR PRICING [2] 12/01/16 I U I Continuous reinforced concrete footing below,typ. 9'-0"x 8'-0"Overhead II I ui i garage door II I I Typical Foundation Top II II i 2x6 P.T.Sill Plate II Foam Sill Sealer I 1/2"Oxl2"Galvanized Anchor j II I I Bolts @ 6'-0"o.c.(Frost Walls) I I li 3/4"Ox12"Galvanized Anchor CO 3 I II I I Bolts @ 4'-0"o.c.(Foudanti Wads) - - - - - - - - - - - - 3 - - ---- -- - - - - -- - - - - A3.1 - - - — - - - - - — - - — - I -i - ---I- axin From orners A3.1 - - I � I - ] A3.1 I I I Typical Foundation Wall I I l I n Pouredoncre e a —11 I I I (2)#4 Bars Continuous @ Top and LIT II I Bottom of Walls Garage Slab on Grade II I I I I Ste in wall at garage I Pitch slab down 3"to doors II I a II p 9 g Rub-R-Wall Waterproofing II I d I I door opening,t I - Yp• I I 2"Insulating Drainage Board r I I _ Poured Concrete Spread Footing a, 5"Slab on grade; normal weight, [ I IPRINCIPAL JMD WWI I Bottom of Footing Shall be 42"Below a) reinforced with 6x6 2.0x2.0 w.w.f. I L d ii I Grade on Undisturbed Soil,Typ. Commongarage -hour c iluseto dwelling w I [ [.A. - VTF] I II _ I Typical Concrete Slab Floor g g g g I 5' Concrete Slab to be 1 ho gypsum )p -`? I I II Yp _ X'fire code sum board ,!, I CT# 813] 6x6 1.4x1.4 w.w.f. Reinforcing I I P . u 2"Rigid Insulation,R-10 Min. __... _. 10 Mil Pol Va or Barrier w _ _ IL---------------------------- ------ -------_-------J Y p �-- DESIGN DEVELOPMENT 6"Crushed Stone - - - - - - - J ° ° s I L ------------------------------- — ----------------- J — 24'-0" — GARAGE -1 24'-8" I of l DRAWINGS i [� DOYLE COFFIN ARCHITECTURE,LLC 2016 i I SHEET H �rr , j I I 3 1 r = 3 GARAGE SECOND FLOOR PLAN _ ,I - - - ------- j G1.0 1/4"- 1'-0" I 1 GARAGE FOUNDATION PLAN GARAGE PLAN G1.0 1/4"= 1'-0" G1.0 1/4"= 1'-0" - ssjgT O 02855b gill gj� J J I Q/30/2017 4:11:35 PAI 1 2. . ..... ........ .. ... ...._...-....... ... ...... . . ......_3.... 4....__................... _...... .. �.....-....._.._....................... .._ .... .5.... . _... _I— 6 _. .. .. .. 7 _. 8 9 _.._ ..... . ......_....._.... SHEET NOTES I— I I A l ) YLEIC -"' OFFIN I I ARCH ITEC ` U REI Doyle Coffin Architecture, LLC j- 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764fax 11 info@ doylecoffinarchitecture.com doylecoffinarchitecture.com I B Bluestone Terrace L-....... —� Slab on Grade I ' I I i ! L I I I W C t 13'0" 13'-0" W I PORC PORC PORC } AP ! PRELIMINARY NOT FOR CONSTRUCTION � APO—RCTHIS COMPUTER FILE/DRAWING IS INFORMATIONAL PURPOSES ONLY ANDFOR ISS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF j CONSTRUCTION DOCUMENTS FROM THE I i � ARCHITECT. a i (Unfinished Basement -\ NOTES i Crawl Space D { Slab on Grade W W j AP I i 1 — — — PORC — — — — —PORC — — — — — — PORC — —— — — — — — — — i— — — —-- — -- — — — A3.0 : I ' EQ EQ EQ EQ EQ �l EQ EQ EQ EQ EQ I J I ..... ............. �.. .. ., ..,n Ref. North f ! . f , j PORC II W Stair Hall i W I _ I NEW CONSTRUCTION FOR I € R t Rg¢ W • � i i,! I s 4 ! 3'-6' T-6" W 4 # . E W EQ EQ - I; Storage "' W —t- J ES M. & DIANE M. _— R d — ! — C M • a PORC PORG ._.. .._ o Stair Hall BAKER i W Mechanical Room i W I W € i W § L4J R 1. °R° BRICK YARD ROAD W BLOCK! _ F ' � c < t .aw...,...,....,.aw« ISI i 3 J RS ISLAND, N �- -¢- -- GENERAL NOTES Issued for Permit 7 F 10/30/17 . i s PORc Construction Notes: REVISIONS Covered Entry 1. New walls shown shaded,t c� Crawl Space Slab on Grade i d yp' DESCRIPTION2. All interior DATE W 3.All exterior walls to be 2x6 studs @ 16"o . oc. F a Slab on Grade p @ @ ISSUED FOR PRICING [1] 04/29/16 4. See Framing Plans and/or Sections for floor ISSUED FOR PRICING 2 12/01/16 R &roof framing. [ ] i i g 5. All dimensions shown to stud face. Verify in P ! field all dimensions prior to construction 6. Infill walls as required in areas of demolition: T PORC patch&repair wall finish, flooring, ceiling finish W 9 9 ! I &millwork as required„typ. 7. Paint all new walls, areas of patched walls I i and millwork as required. 8. Provide&install never switches,wiring, � i ( a,...�.x� �.�•...,�... ,, ._,• ..�...,::a�.�.�„ �..„.:,....�m...,...�.• A3.2 � , outlets, etc. as required by code. Install new W I ; fixtures. 9. Provide&install new plumbing fixture as shown,tie into existing plumbing system. i Electrical Notes: L L_ 1. &de install Provide new switches, wiring I outlets, etc. as require by code. Install new [RINCIPAL JMD] G a. ..,. ., �..w. . , ._ _ ._,.. .. �. fixtures. EQ EQ EQ EQ 2. Provide&install new Smoke Detectors, A VTF] - L MATCHLINE and CO Detectors as required by code. — - — -- --- — 2. GC to provide wiring for all Telephone& r Data outlets, coordinate locations with owner. PROJECT# 813] -se._._______ ______. _______.x -----.___--------_----.------._..---- Smoke Detectors are required: n each D IGN DEVELO i ES PMENT _........... ............._............... ..... sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; at all stories of the dwelling, including the 1 basement. All smoke detectors to be activate all building alarms. Smoke detectors BJ�S E I Y I E N T RCP (; A3.1 interconnected such that one detector will shall be powered from the building wiring and a ' ! i battery back-up. Carbon Monoxide Detectors are required � J _:. :..:. . .M. �. ,. ,. .., w.. . DOYLE _ .. E outside each separate sleeping area in the �O COFFIN ARCHiTECTU E,LLC 2017 immediate vicinity of the bedrooms. All CO ; Detectors to be interconnected such that one � ISHEET H I detector will activate all building alarms. CO s r n a Detectors shall be powered from the building J . wiring and a battery bank-up. J>'� >>�+•^ «�� ���' ' r. M10 02855 _l_. _ . .......... ... _ _...... .. _ .... .... .... _ .. _ J F OF 1C/30/2017 4:11:27 PNI h„, N�� R J "9,q�Rncr+Oa,utur6rarrr\ .. I 1 �._........ ...... .........._. _. ...2..... _...3. 4 �_. 5...... �._. 6 _J_ �— $ 9 SHE S. -. _. _... . ........ .... .... ET NOTE rI I MATCHLINE 1 /' E1.1 i U I EQ EQ ""� ICOFFIN kRC1ITECTURE S$E SE 3'-6" 3'-6" Doyle Coffin Architecture, LLC ..... .. w i R `� 158 Danbury Road � Ridgefield, Connecticut 06877 203143116001 I w, ct Z. 764 f ax EQ EQ I I 203�431 9 �. ,.. ..u.....«.� info do lecoffinarchitecture.com . r `� y ❑❑ = I; �„� w> I doylecoffinarchitecture.com Garage II } lilliU� i ( Door � _.... B i (� Controls ' i U' ell) M .. __ ................ .. . ....... ..._.. ... .. Screen Porch w Wood Q 'ng IiR R € ' ' W I I ' r w : ! i I I ! <d g , Garage ' 3 ' Door I 1 Opener /!�� i i ui CE N ���� a 5'-4" 5'-4' 6'-041 " 6'0" 5 Two Car Garage �, I i t .... 5 Master Bedroom cr -~ w_..........- ---- -..._.__._ w Ll I t=Q EQ 2 4 EQ EQ 2 4 o Great Room a r. p....._... �,.... , Kitchen v 1 , i/ i __ _ -- _ ....... _.... ..._ _.. _.. ........_.__.... ..._.. ..____._._ ..... __ ._ - ...�...._._ .__. _.........._. ._.... __ _..^._ . LU pif I i ` f I — — — — — — — — — — — —� �° I _ I C7 I rag PRELIMINARY NOT FOR CONSTRUCTION A3.1 GDoare j ) LR T R FAN R 4 THIS COMPUTER FILE/DRAWING IS FOR U Opener — l .. .. .,, - - Uj w I 1 I ;' _µ^mrc.__. o INFORMATIONAL PURPOSES ONLY AND IS NOT C7 �E P( w. I } _ •° w EQ EQ I INTENDED FOR CONSTRUCTION.DO NOT START Master Bathroom: w CONSTRUCTION WITHOUT SEALED SET OF 1 I - CONSTRUCTION DOCUMENTS FROM THE .............._ o ARCHITECT. ZD I !j jj I s �Aj € € k i _ _J..i_i I.. ...... .... .. .I L4, a NOTES , T — — — — — — — — — — — — — �- - — — — — --� — - � fl t RL D EQ cE EQ is EQ EQ EQ EQ I0'-0" EQ `t .,.. :-EQ R d : t: _ ` I; I - "r s m 26 43 2'-6" w :l , w EQ EQ L 1: - FANEl X----- y cwy 2 FIRST FLOOR FRCP-GARAGE a ., .. _ I 1 N I € AL RL A3.2 I Ref. North _ RaR Master Closet E1.'I 1/4' 1'-0" E g I Laundry Room Staircase ; # ( € �; /� , , $ ` Powder Room I w l w - CONSTRUCTIONr I k NEW OR a i, t ; 6 b I � € •, , i ' 4'-0" rE 7'-1' 4'-0 I r .€ � � i �,«,. I "1"FAN I w I ; E E H J ES M. & DIANE M. s - RL A p,Iyj- Entry a � R R R R 1 R C BAKER I' Mudroom �..�.,.-........... ...._.,.�m«.�,°. - .,.._ . ., �...�.� .t � , ....rw.. . .,. ... x..... ...... ., ,. I ._...,. .T. .,.«,...,.,>,. . ..�. _.,. ...� r Alcove Guest Bathroom w ;.._ ....,...�«.,�.....:.,.��._,..:��.. ...� ;�. Guest Closet I , I(i�oorppll ` i. I {! I I SE Jamb Switch BRICKYARD ROAD w BLOCK 44 LOT 6 M g Office , I - FISHERS ISLAND NY i F I .0 l I ... ..... ... ..__.- .. Guest Bedroom c� > w w GENERAL NOTES rlssued for Permit 10/30/17 Construction Notes:IJ REVISIONS .. !; 1. New walls shown shaded,tyrp. < .`"> DESCRIPTION DATE � __ > [ 2. All interior partitions to be 2x4 studs @ 16"oc. F 3. All exterior walls to be 2x6 studs @ 16"oc. ISSUED FOR PRICING [1] 04/29/16 is I 4. See Framing Plans and/or Sections for floor ISSUED FOR PRICING [2] 12/01/16 > &roof framing. M r v a 1 5.All dimensions shown to stud face. Verify in field all dimensions prior to construction. t $ 6. Infill walls as required in areas of demolition. i r w patch&repair wall finish, flooring, ceiling finish [ &millwork as required, typ. 7. Paint all new walls, areas of patched walls ..::::..:.......:.............:....;....:.:...:.. .. �.,.:...:.:......... . . ff and millwork as required. L I ! 8. Provide&install new switchles,wiring, outlets, etc. as required by code. Install new I fixtures.. s I 9 Provide&install new plumbing fixture a ! I EQ EQ EQ EQ EQ EQ shown, tie into existing plumbing system. - - - MATCHLINE Electrical Notes: �— J .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..��.. .. .. .. .. .. .. .. .. .. .. ..�..r..®..—.�..�..�..�..�..�..� 1. Provide&install new switches,wiring, _. 2 / El.1 outlets, etc. as required by code. Install new [RINCIPAL JMD] ❑� � •� G fixtures. _. . . 2. Provide&install new Smoke Detectors, A. VTF] and CO Detectors as required)by code. EP 2. GC to provide wiring for all•Telephone& �'-• 1 Data outlets, coordinate locations with owner. CROJECT# 813] A3.1 Smoke Detectors are required: in each DESIGN DEVELOPMENT sleeping room; outside each separate sleeping I area in the immediate vicinity of the bedrooms; I he at all stories of the dwelling, including t basement All smoke detectors to be f i �.•• �• .,...-�•_.._ ,, ��,�- e.,. .............. °., �- interconnected such that one detector will FIRST FLOOR RCP ! activate all building alarms. Smoke detectors i shall be powered from the building wiring and a ! ! i battery back-up. ! Carbon Monoxide Detectors are required J P sleeping [� DOYLE COFFIN ARCHITECTURE,LLC 2017 outside each separate slee in area in the immediate vicinity of the bedrooms. All CO • H Detectors to be interconnected such that oneSHEET detector will activate all building alarms. CO e ���ERE© Aq� /,, Detectors shall be powered from the building U� zN M ooy wiring and a battery back-up. 1 FIRST FLOOR REFLECTED CEILING PLAN E1.1 1/4"= 1'-01, c .. OF NEB mnnna>w€mtmt�' 10/30/2017 4:11:31 PM _J_ . J— ... _ ..........__...... _. �SHEE __. . .... ... _. 1 2 3 4 _J_..............._... ...... . J— J_ J.— J—. 9 T NOTES � � � I ! A OFFEN IC , A . CITECTU . E ! Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764, fax info@doylecoffinarchitecture.coni doylecoffinarchitecture.com B -1 i ! j ' C ELECTRICAL SYMBOLS I MARK SYMBOL DESCRIPTION MANUFACTURER HOUSINGIMODEL TRIM INPUT VOLTAGE LAMP NOTES L J R 4"0 Recessed Juno or Equal TBD TBD 120V TBD 3000K-3500K Color Temp.Verify with Owner P Y PRELIMINARY NOT FOR CONSTRUCTION _... ... ... .......... .. .... .. __...__........ ............. ......-. ...... _..... .... ............_....-....._.._.__. _......... ....-.............. THIS COMPUTER FILE/DRAWING IS FOR RE 4"0 Recessed;Exterior Location Juno or Equal TBD TBD 120V TBD 3000K-3500K Color Temp.Verify with Owner INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START RW - - 4"0 Recessed Wall Washer Juno or Equal TBD TBD 120V TBD 3000K-3500K Color Temp.Verify with Owner CONSTRUCTION WITHOUT A SEALED SET OF -- - CONSTRUCTION DOCUMENTS FROM THE -- ON DOCU T RL 4"0 Lensed Recessed;Wet Location Juno or Equal TBD TBD 120V TBD 3000K-3500K Color Temp.Verify with Owner j ARCHITECT. ........ ..........._...__................._......_........._. ... .. . . .. ................._._._ .............._....._..............._......-... ... .. ... .. _...... _._..._..._....................-... . ........ ..... L— S 4 Decorative Wall Mounted-Interior TBD TBD NA TBD TBD Allowance$300 eachNOTES SE Decorative Wall Mounted-Exterior TBD TBD NA TBD TBD Allowance$300 each D C Ceiling Mounted TBD TBD NA TBD TBD Allowance$300 each ���iii ._... .. ..._.... _....... ..... ... _ ............. _ __.................................._ ......... ..........__...... ..... ...... ..... .......... PORC Ceiling Mounted;Porcelain Utility TBD TBD NA TBD TBD _._......._._.._....._............. ..........._......_......._.................._............._....................................... ................._.............._...._......_...._ .....__........_._...............__......._......_.. ............._..........................._. _........_.. .._.. ........ . ._ ................_..........................._...._..._...._....................... .........._....__................................................................ P Decorative Pendant TBD TBD NA TBD TBD Allowance$1,000 each L Linear LED-Under Cabinet Juno or Equal TBD NA NA Lengths TBD."Contiuous"Length to t with 6"of walls FAN Ceiling Mounted Ventilation Fan Panasonic TBD NA NA Ref. North ! NEW CONSTRUCTION FOR �t U-0" EQ EQ EQ EQ EQ C I EQ /---- ---- — -- - i : JAMES M. DIANE M. — .',2 8- 7 t BAKER ... ... ............. p _ SSS CY , , AR 5'-0" '5 l3" t BRICK YARD ROAD R R I M Q _...,». > BLOCK 44 LOT 6 � .,. .,.��. � � �- w aw. �. ..,�.. I: FISHERS ISLAND, NY j 6 , L_ JL J I : }� t � I •;;;; k N ERAL NOTES GE . : Issued for Permit t 10/30/17 � I Construction Notes: REV EQ EQ i EQ EQ] \ rr,> ; Closet 1. New walls shown shaded,typ. DESCRIPTION DATE RL 2.All interior partitions to be 2x4 studs @ 16"oc. ' Fan/Li t Closet 3 All exterior walls to be 2:x6 studs @ 16"oc. ISSUED FOR PRICING [1] 04/29/16 I 4. See Framing Plans and)/or Sections for floor � Closet , � ----- -- � a �'ff �� �.�...,. .. i. .•,-....� • � , � q g ISSUED FOR PRICING 2 ' 12/01/16 .. w < \ t.'_..�` .`,: '. &roof framing. [ l b 5.All dimensions shown to stud face.Verify in _ �, w .- _ i field all dimensions prior to construction. „ . in `; �, j t 6. Infill walls as required in areas of demolition: Playroom - - �,glcove Bathroom#2 ` s R f i �; I — patch&repair wall finish,flooring, ceiling finish L+' v &millwork as required, typ. w d s o patched walls 7 Paint all new walls, area f a and millworkas required. A3.0 w R 8. Provide&install new switches,wiring, [ outlets, etc. as required by code. Install new Bedroom#2 't�R I - c� cy , I fixtures. ' I 9. Provide&install new plumbing fixture as (Clomet w ; i`, Bedroom#1 shown,tie into existingplumbingsystem. ... R I I t Ele ical Notes: �..: J L_ § 1. P ` ide&install new switches, wiring, r. EQ EQ J ! 1 3 _ — _ — _ - -_ ______ ! _ outl , etc. as required b code. Install new ■ i _____ __ T.�_ _._._. .. ..__. Close I — — — - q y IN IPA JMD] G _...... R ... - - - a 2 Provide&Install w FAN s t � A3 1 i fixtures L Prov' new Smoke Detectors, P.A. VTF Stair Hall `" ? and CO Detectors as required by code. N Bathroom#1 t _._. ... own JECT# -Le� 2 GC to provide wiring for all Telephone& ti Data outlets, coordinate locations with ow . S � � ( Staircase I l in t Smoke Detectors are required: in each DESIGN DEVELOPMENT N e sleeping room; outside each separate sleeping i 9 p J U, W area in the immediate vicinity of the bedrooms; R at all stories All smokes detectors orsl including the interconnected such that ane detector will SECOND FLOOR basement. I activate all buildingalarms. Smoke detectors .�.. w d m I shall be powered from the building wiring an a RCP 4..-... d i w ° battery back-up Carbon Monoxide Detectors are required - "`"° outside each separate sleeping area in the EQ EQ EQ EQ P p L© DOLT E COFFIN ARCHI l ECTURE,LLC 2017 _ Immediate vicinity of the bedrooms. All CO _..] • Detectors to be interconnected such that one SHEET H detector will activate all building alarms. CO Detectors shall be powered from the building wiring and a battery back-up. oX\ °y� 2 SECOND FLOOR RCP-GARAGE $> k 1 SECOND FLOOR REFLECTED CEILING PLAN _ -_ _ n n 028�CE1.2 1/4"= 1'-0" E1.2 1/4 = 1' r« i 10/3(I/2017 4:11:33 PAI A3.1 I