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HomeMy WebLinkAbout42309-ZTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX.: (631) 765-9502 Southoldtownny.gov BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plan Planning Board approval PERMIT NO. Examined, �, 20 Ir Approved... ...., 20 Disapproved a/c,,,, E -C Ra BUILDING DEM . TOWN OF SOUTHOLD Septic Form Trustees. C.O. Application Flood Permit Single & Separate Truss Identification Form Storm -Water Assessment Form Contact: ^� [,�^' „�j,� Mail to; a� LS r ,t-r»l 4,e �f � P a i& .2 ep &4 / Phone: 4,�Z_ � -.. 7 aildi g Inspector APPLICATION FOR BUILDING PERMIT p Date f 20 INSTRUCTIONS C e -t l -- Ta -U3 q`fgJ 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. T (Signature of applicant or nam if corporation) fa (Mailing address of applicant) D (,o S O 9 itect, neer, general contractor, electrician, plumber or builder State whether appkieattt s os nt wnerp Icee, a ;ar h p� V 6k Name of owner of premises . (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of co orate officer!) Builders License No. Plumbers License No. Electricians License Other Trade's License No, 6 1. Location of House Number be donee Hamlet County Tax Map No. 1000 Section __ (®—Block—.--_'—'?— Lot t 2 Sutrdiyisiatx�.. Filed Map No. Lot 2. State existing use and occupancy ofpremises d intend use loco ancy of prsvpra cd r;asrustrruu rran: a. Existing nse and`occupancy Ar I b. Intended use and occupancy 3. Nature of work (check which applicable): New BuildingAddition Alteration Repair Removal. Demolition Other Work 4. Esia,nmmte¢1 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 strictures, if any: Front_ Rear Depth Height " Number of Stories Dimensions of same structure with alterations or additions: Front Rear L=' V " Depth Height Number o to 'es 8. Dimensions of entire new construction: Front bear Depth Height , V Pp 1� €Nai46erof"Str,ri g ; 9. Size of lot: Front beatDepth _ 10. Date of Purchase Npe7i w of'Furrnuea Owner 11. Zone or use district in which premises are situated 12. Does proposed cgnstruc,higq yJglate; auy zoning law,_ordinance•or regulation? YES y4J��' I3. Will lot be re -,graded? YES y/ NO Will excesst fill, be remove&from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Addresso5'„ Pborid'Nd S I (�0e liarwai rofContractor Address �' V �,► � "�”' Phone l'`io,"31 7�''�,":`�..,' 15 a. Is this property within 1,00 feet of a tidal wetland or a fresi writer w6tland?, *YES NO • IF YES, SOUtHOtl) Td WN TRUSTEES k D7 E, . PERMITS+�,Y BE EQ I.TIIi13D.. b Ts this property 7l thin 3'f10 feet of a tidal u�t and? * �S� ���, • TF,Y`E;S, 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 resttictrons with rc.spert to this property? *YES . NO p IF YES,; PROVIDE A COPY. S"iTKI°l~:°O NEr'' t`h1VtJ[1;) r nim t':oulgl'y 01:11" 411/D _ being duly,swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ( L ►4��4CArZ% (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or -have performedthesaid 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 b efote ane this dav' bfW.JA W' 20 P'7 OT -2 -LI, a ry Public't4 .L ', '43 Sig, rsc of Appflic teat ff NYS UNIFORM FIRE PREVENTION AND BUILDING CODE COMMERCIAL & MULTIPLE DWELLING OCCUPANCIES Owner/Project: Building location: Date: Reviewer: NYS BUILDING CODE (B) NYS FIRE CODE (F) NYS PLUMBING CODE (P) NYS MECHANICAL CODE (M) NYS FUEL GAS CODE (FG) 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 AreaincreaseB-506.1 ,ww_e Eq 5-1 Ao = {A, + [Ar x If] + [A, /,]I Frontage Increase B-506.2 Eq 5-2 If=[F/P-0.251W130 (P) perimeter of bldg (F) frontage of bldg (W) average width Min 20' Max 30' rinkler Increase B-506.3 Single story 300% (15 = 3) Multi story 200% (Is = 2) Total Area Allowed Pagel of 10 No Topic Section Req'd or Allowed Actual 6 Area Determination 506.4 3 stories or more (Cumulative) 3 x Aa = _ Mixed pccq nq 506.4.1 Non-separated Most restrictive x 3 Sum of Ratios x 2 (2 story) Separated uses 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 anc 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 8-705 Separate Bldgs B-705.1 Party Wall B-705.1.1 Fire Barrier B-706 Fire Areas B Tbl 706.3.9 Shaft Enclosure 8-707 Fire Partition B-708 Smoke Barriers 8-709 Opening Protectives B Tbl 715.4 Concealed Spaces B-717 If combustible construction Fire Blocking 8-717.2 Draft Stopping B-717.3 Floors 8-717.4 Attics 11 Interior Finishes Wall and Ceiling B-803.1 B-Tbl 803.5 Textiles 8-803.6 Floor finishes 8-804 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 Page 4 of 10 Topic Section Req'd or Allowed Actual rNo 1a3 Exits - Occupant Load—," ." B-Tbl 1004.1.1 O Egreidro�.. B-1005.1 (per occupant) , B-Tbl 1005.1 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-10063 Exit Signs - where B- 1011.1 Emergency Power B-1011.5.3 13 Egress Components,,., (b)° Doors Door Size B-1008.1.1 Door Swing B-1008.1.2 Operation (Docks) B-1008.1.8 Panic Hardware B- 1008.1.9 Stairs Width 8-1009.1 Headroom B-1009.2 Tread /Riser B-10093 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 8-10173 Page 4 of 10 Topic Section Req'd or Allowed Actual No 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 & projectionsL46 16 Roof Assemblies Performance Req'ts Gravel/Stone limitatioInstallation by Material 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 1607.8 Impact 1603.1.2 Roof live 1603.1.3 Ground snow P9 Fig 1608.2 Roof snow ASCE 7 Sec. Flat roof Pf (Pf= .7 PfC.lQ Exposure 7.3 Ce Table 7-2 Importance 1 Table 7-4 Thermal C, Table 7-3 Wind speed Fig 1609 rW�indloads Tab 1604.5 Occupancy Category ASCE 7, Tab Importance factor I 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 Zip —_— design design S Ss and S. s S" SDC per"i•ab's 1613.5.6 (1)&(2) Soils/Site Class Completed by CEO Sds and Shc Site Sds SDC Seismic Design Cat'y Sd1 I&II 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 3.1.8 Submittal Required FOR: cial [Inspections SDC $ C Resisting Sys SDC $ D Designated Sys ) mponentssmic SDC C Co 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/13-903.2 Alt. Extinguishing Syst's F/B-904 Standpipe Systems F/B-905 Fire Extinguishers F-906 Fire Alarm Systems F/13-907 Where required F/8-907.2 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-TbI 403.1 General Re ugJEements Pipe Freezing P-305.6 Pipe Hangers P-TbI 308.5 Water S�rp�rly, Service Pipe Size P-603.1 Fixture Pipe Size P-TbI 604.5 Pipe Material P-TbI 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-TbI 710.1(1) Stack and Branch size P-TbI 710.1(2) Fixture vent location Waste Vent Size P-TbI 906.1 Air Admittance Valves P-TbI 910.4 P-917 20 Mechanical Code Ventilation Rates M-TbI 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. S03.5.4 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) CG,iate 2otie E -Tab 301.1 Cargpliz nc 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 Buildin Envelo e E-502 Opaque elements E -Tab 502.2(1) Fenestration E -Tab 502.3 Vapor retarder E-502.5 Mechanical System E -S03 Service Water Heating E-504 Lighting and Power E-505 Page 10 of 10 Subdivision Filed Map No. G..o 2. State existing use and occupancy of premises d intend use dsoc000t ancy of proposed�co ctton, Y 1 , a. 'Existir g Lase and occupancy b. Intended use and occupancy e-5 tri ALMAX. 3. Nature of work (check which applicable): New Building Addition, Alteration. Repair Removal Demolition Other Work (Description) 4. .Estimated Cost Fee p (To be paid on filing this application) 5. If dwelling; number of dwelling units l 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 __ _w_,___Dcpth Height r,! Number of Stories Dimensions of same structure with alterations or additions: Front fear, Depth Leight Number o ttt ' s � P Ir &. Dimensions of enti a new construction: Front�p th g Rear De Height °g C) ` `�NUmber`of Stw ri s ` " ° 9. Size of lot: Front Rear Depth „w,,,w ..... m 'a. 1 iU, Date of Pill a l:��c�.....................mm.........,. i^„fi e of Former Owner 11. Zone or use district in which premises are situated ✓ 12. Does proposed construction yiolate,any,zoning Iaw,.ordinancc,or regulation? YES NO 13. Will lot be re -graded? YES�k NO—Will excess fill be rernoved from” premises? YE,S NO 14. Names of Owner of premises Address Phone No. Name of Architect, Addressl S' 6-,'�i d Phori"dNdc 63 "'31 &001 - Name of Contractor 001'_HwTameofContractor�1; rM 4Address i' i'�Phohle-No'.' i*ext 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetiatid?, *YES NO iF YtS, S01.1T'14bt D TOWN TRUSTEES & D.E.C"'. PERM6§" BE RE'QQIRED_ b. Is thi r prape ky within 66feet"r7fa tidal uuetlanc8 ? * ` ES " IF YES, D.F.C. PERMITS MAY BE Ri rQUIR2 ,D. 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 * IFYES;-PROVIDE A COPY STA "OF W YO ) SS: COUNTY OF zv�4 1� /l r6C� being duly, sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named,/, (S)He is the n e� , ►/ZI}L7 L/K — (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 wwill he performed in the manner set forth in the application filed therewith. _ .. _ ; - - - Swom to bcfore me this day bf� /«liN� . 20 I _oaryrPublucyp�fi(eZZtci�s3 :rcf Applicant Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 N ; APPLICATION FOR CERTIFICATE OF OCCUPANCY i O"�i This application must be filled in by typewriter or ink and submitted to the Building Departnucnt with IFIo 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. 1 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 Cotnrnercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance front 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 "fare -existing" land uses: 1. Accurate survey of property slowing all property lines, streets, building and unusual natural or topographic features. 2 A properly coin pleted 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 $15.009 Date.. B" �.�....�.... New Construction: m Location of Property:' House No. Owner or Owners of Property:j_Ck � Old or Pre-existing Building: check one) Suffolk County Tax Map No 1000, Section___,, .. Block Subdivision Filed Map. —... Permit No. —417—Date of Permit. ...._ Applicant:_ ­ I Health Dept. Approval: Planning Board Approval: Request for: Temporar Certificate „ Fee Submitted: $ �� .— .�_.. Underwriters Approva . 0 Hamlet Lot ...... Lot: Final Certificate; (check one) New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360 Website: www,dec.nv.gov February 22, 2017 James & Diane Baker 52 Armand Road Ridgefield, CT 06877 Re: NYSDEC ID #1-4738-04520/00001 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 02/14117, is 'beyond Tidal Wetlands Act (Article 25) Jurisdiction, Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Park 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. w Please note that this letter does not relieve y -f the permits or approvals from other agencies or local m i( permits Deputy Permit Administrato cc: JMO Environmental Consulting NYSDEC Bureau of Marine Habitat Protection File fid REScheck Software a asCompliance ,i Project Baker Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,845 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: 14 Permit Number: 4 Construction Site: Brick Yard Road Block 44 Lot 6 Fishers Island, NY 06390 Owner/Agent: James & Diane Baker Brick Yard Road Block 44 Lot 6 Fishers Island, NY 06390 IIS 1 7 2018 TOWN OF SOUMOLD . Designer/Contractor: John Doyle Doyle Coffin Architecture 158 Danbury Road Suite 9 Ridgefield, CT 06877 203-431-6001 MAZZE0=1! 111131M M. `1 Compliance: 12.9% Better Than code Maximum UA: 692 Your UA: 603 Maximum SHGC: 0.40 Your SHGC: 0.28 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. First Floor: All -Wood joist/Truss:Over Unconditioned Space Wall -South Elevation: Wood Frame, 16" D.C. Window [BJ: Wood Frame:Double Pane with Low -E SHGC: 0.26 Window [BJ: Wood Frame:Double Pane with Low -E SHGC: 0.26 Window [BJ: Wood Frame:Double Pane with Low -E SHGC: 0.26 Window [BJ: Wood Frame:Double Pane with Low -E SHGC: 0.26 Window [BJ: Wood Frame:Double Pane with Low -E SHGC: 0.26 Window [DJ: Wood Frame:Double Pane with Low -E SHGC: 0.35 Window [DJ: Wood Frame:Double Pane with Low -E SHGC: 0.35 Window [E]: Wood Frame:Double Pane with Low -E SHGC: 0.35 Window [EJ: Wood Frame:Double Pane with Low -E SHGC: 0.35 Door [101]: Solid 2,503 30.0 0.0 0.033 83 1,055 21.0 0.0 0.057 49 14 0.300 4 14 0.300 4 14 0.300 4 14 0.300 4 14 0.300 4 29 0.270 8 29 0.270 8 7 0.270 2 7 0.270 2 59 0.300 18 ..... ...._ -- .. Report date: 01/16/1 Project Title: Baker Residence Data filename: G:\Projects\801-850 Jobs\813-Baker Fishers Island\813-Construction Page 1 of 11 Administration\REScheck-Baker Residence.rck Wall -North Elevation: Wood Frame, 16" o.c. L'UJO L1'"�- 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 14 0.300 4 Window [B]: Wood Frame:Double Pane with Low -E SHGC: 0.26 11 0.300 3 Window [C]: Wood Frame:Double Pane with Low -E SHGC: 0.26 11 0.300 3 Window [C]: Wood Frame:Double Pane with Low -E SHGC: 0.26 11 0.300 3 Window [C]: Wood Frame:Double Pane with Low -E SHGC: 0.26 11 0.300 3 Window [C]: Wood Frame:Double Pane with Low -E SHGC: 0.26 11 0.300 3 Window [C]: Wood Frame:Double Pane with Low -E SHGC: 0.26 11 0.300 3 Window [C]: Wood Frame:Double Pane with Low -E SHGC: 0.26 29 0.270 8 Window [D]: Wood Frame:Double Pane with Low -E SHGC: 0.35 7 0.270 2 Window [E]: Wood Frame:Double Pane with Low -E SHGC: 0.35 3 0.270 1 Window [G]: Wood Frame:Double Pane with Low -E SHGC: 0.35 3 0.270 1 Window [G]: Wood Frame:Double Pane with Low -E SHGC: 0.35 12 0.330 4 Window [H]: Wood Frame:Double Pane with Low -E SHGC: 0.28 12 0.330 4 Window [H]: Wood Frame:Double Pane with Low -E SHGC: 0.28 8 0.330 3 Window p]: Wood Frame:Double Pane with Low -E SHGC: 0.28 8 0.330 3 Window [J]: Wood Frame:Double Pane with Low -E SHGC: 0.28 25 0.320 8 Door [116]: Glass SHGC: 0.25 125 0.340 43 Door [117]: Glass SHGC: 0.26 1,134 21.0 0.0 0.057 60 Wall -East Elevation: Wood Frame, 16" o.c. 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 15 0.300 5 Window [A]: Wood Frame:Double Pane with Low -E 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 _. _ w ...... . ........ _ Project Title: Baker Residence Report date: 01/16/18 ] � Fishers Island\813-Construction Projects\801-850- obs\813-Baker Fish Data filename:G Page 2 of 11 Administration\REScheck-Baker Residence.rck Window [A]: Wood Frame:Double Pane witn Low -t 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 25 0.320 8 Door [112]: Glass SHGC: 0.25 4,208 49.0 0.0 0.022 93 Ceiling/Roof: Cathedral Ceiling Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and toicomply wi check Inspection Checklist "th the mandato uirements listed in it e R P d ......_ ...:.: 't ..... AAI LL Date Mame -Title ignature " ..._. ..,_. .......... - . ....... Report date: 01/16/18 Project Title: Baker Residence Data filename. G:\Projects\801 850 Jobs\813-Baker Fishers Island\813-Construction Page 3 of 11 Administration\REScheck-Baker Residence.rck r- IECC Energy2(11 a Above-Grade Wall 21.00 Below -Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.27 0.35 Door 0.34 0.26 Michael J. Domino, President John M. Bredemeyer III, Vice -President Charles J. Sanders Glenn Goldsmith A. Nicholas Krupski February 14, 2017 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 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#: 1000-10-5-12.26 Dear Mr. Just: Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Telephone (631) 765-1892 Fax (631) 765-6641 The Southold Town Board of Trustees reviewed the project plan prepared by CME Associates Engineering, dated December 23, 20,16, 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 Wetland's jurisdiction andCoastal 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 berrn. P) 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 or of Trustees Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 53695 Main Road - SOUTHOLD, NEIN YORK 11971 \AWA\'7C']E]K MA\NA\�G�]EIMUENT 116 Town of Southold C TER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES . TMS 'P... yy . E�C g TT O � 7� H ' 1�i.1.93.iC� .d�' ®T@.B.:Lo�� L3.L b� o� TS1� FOLLOWING: ,CHECK ALL THAT APPLY' A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surf ace. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one -hundred -year floodplain as depicted on FIRM Map of any watercourse. 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, Number! Date & County Tax Map Numb' 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 w6 -y -our Building Permit Application. APPLICANT (Propert,James � 0%%ner,'Ck •men Pm'�sf� &t'�iva1, Agent. Ccntractor.Other" Saa� e^%. Baker c/o RiMlWam H. Strouse, P_E.L.S. oMft— Contact Information: 860-885-1055 Property Address / Loea(ion of Cftrtstrttctian Fork: FIDCO- Block 44 Lot 6 Brickyard Road FORNM # SMCP - TOS MAY 2014 S.C.T.M. 1000 Date DStrict 010 5 12.26 11-06-2017 �m. Jecttgn Black -717 G tl . . . . .......... ... ­­ ....... . .......... . . _... FOR 1 UIL.lANG 1)l.Pn,�R'l`i\�l. Reviewed Date: Npprox-ed for t)roccssang Building Permit. Stornw,-ater Manaocaient Control Plan Not Required, Storm«ater Management Control Plan is Required, (Forward to Engineering Department for Rei le%�.) * subdivision pending APPLIc ANT. I S C.T.M. ": 1000 (Property Owner, Design Professional, Agent, Contractor, Other)' James M. & Diane M. Baker 010 5 12.26 c/o Richard Str.ouse P.E. L. S. Section Ltluci Lol NAME:I- 860-885-1055 Date: 11-06-2017 I. A Site Plan drawn to scale Not Less that 60' to the inch MUST show all of the following items: a. Location & Description iption of Property Boundaries b. Total Sac Acreaue. c Existing - Natural & Mali Made Features within 500 LE of the Site Boundary as required by §236-17WX2) d. Ta,I Hole Data itichcatins soil Characicristics & Del)th to Ground Waler. e. Limits of Clearrng & Area of Proposed Land Disturbance, I'. Existrng & Pr°t'.rl)t)SCd C.oiltOUl'S of Ille Site (Mlnlinum 2 Intei%als) g, Location of all existing & proposed structures, roads, driveways, sidewalks, drainage impro"ernents & utilities. ]l. Spot tirades & Finish Floor Deviations for all existing & pl•opox ;Ud structures. 1. LocatIoll of propose l Swimming Pool and discharge ring. :l. Location of* pro posed Soil Stockpile Area,(s). k. Location of pier#)t, vel Consb-uction P.ntrratce/Staging Area(s). I. Location of l.ro c,e concrete washout area(s). M, Location of all pmol)) L•d erosion & sediment control ineasures- 2. Stormwater Management Control Plan must include Calculations 5howatg that the stormwaler improvements are sized to capture, store, and infiltrate on-site the run-off i'ram all impervious surfaces generaled I)y a two (21 inch rainfall / sinrm event. Details & Sectional Drawings for stormwater practices arc required for approval Items reduirinq details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. lillet Drainage Structures (e.g. catch basins, trench drains, etc.) d_ Leachiri Structures inflllralion i , 741 �vvalc°;,etc_) ­�p � Ev �� - atm 1 ,s Reviewed & Approved By: Date: CHAPTER 236 Stormwater Management Control Plan CHECK LIST S M C P Plan Requirements: 1'1.o\ isle ONE coliy of the BuilcNng Penwl AI>plicahoii * 'file applicant must provide a Complete Lxplanation and/or iicascm For not prO\ iding all Information that has becil Kequlred by the following Checklist! NO NA If You answered No or to any Item, Please Provide Justification Here! If �wou need additional room for explanations, Please Provide additional Paper. RAI no tool Manned N t= e d Additional Information is Required. Stornnwater Management Control Plan is Not Complete. I Stormwater Management Control Plan is Complete. l SMCP has been approved by the Engineering Department -ROSS SECTION 1000 GALLON COMPARTMENT SEPTIC TANK NO C TO SCALE. Nle COSTRUC110N ENTRANCE NOT TO SCALE FT. REQUIRED .Of DEEP AT DIRECTION OF OWNER. 7. REQUIRED = ±600 CU. FT. 'T. REQUIRED S = ±900 CU. FT. STRAW BALE BINDER PLASTICLINING WIRE NATIVE MATERIAL y - (OPTIONAL) / SECTION B -B WOOD OR NOT TO SCALE METAL STAKES (2 PER BALE) 10' MIN. T_ VARIES fM PLASTIC STRAW BALE LINING PLAN (TYP) NOT TO SCALE CONCRETE WASHOUT PIT NOTES: 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 75% OF ITS CAPACITY. 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT OF WASH WATER. vy 7 00JM DRAINAGE INSPECTIONS ARE REQUIRED 4 Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineers Certification that the drainage has been installed to Code. SILT FENCE WOVEN WIRE FENCE (MIN. 14 e/ $ PERSPECTIVE VIEW. WOVEN WIRE FENCE (MIN. 14 1%'2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 36" MIN. FENCE POST FLOW_ COMPACTED SOIL— EMBED FILTER CLOTH_ A MIN. OF 6" IN GROUND 56" MIN. LENGTH FENCE 'OSIS DRIVEN MIN. 16" NTO GROUND HEIGHT OF FILTER = 16" MIN. 6" MIN. EROSION & SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and or inactive soils, 0 UNDISTURBED �CROUND z i rojo _—APP Z AL OF STORMWATER MANAGEME rrATrP0I PI AIU _ Tg,-- rnA. eTt­ra ,i2a UD F -- O Y 0 a U w Z.2 Z o Z W 7 CO `L p < CO d_ W Z o} a n O v� W LJ — o a ry C) cn F Q W S (n r in yi L� CJ U) GO LIJ .Q a` v_ 4 } Q r.� r_] v vPa!i fDID v a w `= r Z 7 C < i DATE: 12/23, SCALE: 1" = E PROJECT: #20 SHEET 1 OF 1- WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WtH IRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "Y' OR "U" TYPE 41N 96ffi EN AREAS. HARDWOOD. 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES L SALT TOLERANT GRASS MIX, SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL 6E WOVEN WIRE, C 6" MAXIMUM MESH OPENING. - ;A (MORELLA) PENSYLVANICA 3, WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE JSH CLETHRA ALNIFOLIA CHES NRD FODNEDO FILTERCLOTHSHALL BE EITHER OIVTERLAPPEO BYFT i SIX INCHES OVED EQUIVALENT. ARCTOSTAPHYLOS UVA—URSI :RN COMPTONIA PEREGRINA 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. UD F -- O Y 0 a U w Z.2 Z o Z W 7 CO `L p < CO d_ W Z o} a n O v� W LJ — o a ry C) cn F Q W S (n r in yi L� CJ U) GO LIJ .Q a` v_ 4 } Q r.� r_] v vPa!i fDID v a w `= r Z 7 C < i DATE: 12/23, SCALE: 1" = E PROJECT: #20 SHEET 1 OF ) PROPOSED SEI-OFF PLAN RIDDOORE N. EANFORN PROPERtt AT FSNERS - I�p IND,SG E 00 IC P O DE 0 0 SEPIO L jr' •d -�� [-[♦ o[ mz Iii aC-^�_ -* ( C ON fC L F _F� 4— 4 POOLS (SEE DETAIL)�L4T� _ uno Cp OA }�_ OPW [+I, E 0.s E O.f sfhCP, r+= NtET I ' 1 ncr a eer+u ' In Z re�ET POW 050 'k k�.�.�� — 7 z r 1 �, rLOOP Ns¢9v:CE RATE NAv SOFT Rfwsco (act j �' ,� Tbi l k �,/f 4 i �RISD CM%+9) PANEL 9 DF ERS MAP NIVIE et OJC0019 1 .c n �*--` i1�jf� - EPTEUBER YS Yoc9. 5 PAR@IE`2 -. ) OonsrAL EROsi0x —All AREA wAF ro OF sOUTKoto SUFFOLK 110PERIY LINE : �--s e'— �N L' PE° ` r axcRE E -. ♦„ - a¢s P OTO N0. J6-aB9 80 SHEET ♦6-F OF t9 APPROVED BUTTERS LINE '-6 j29{68 50 5 0! j EDGE OF GRAVEL 29'-- t A x9 warzR IEAfHING PQDttDETAIL TYPCeyrON A PI AN Ex BTxO CONTNTOUR - wT 9ttu O% ... _ PGSEo e0 (y N r SEES -... - LFFINGCASTING,. Y. o-FE E -FOA DVTOSUD E O . . -.N¢ , , nt9 1 - o 5,. ',• �i - \� W • ...x J 1.RoN f exi� E F N. Mme= RWr LR.«. \ WEST // f 1.1 NFN wn,ER vAlvE bMO, R HARBOR s L]ERAN ITEM N DAHYR WA O E TO RvtRnow rT ft S9 1. Dyn OOflES OF 4LwJJEY AURKEO NK :'C¢-. F C' - NOMI [wu I! LAND . a� At E B05 p DR �— 4 D4RD NA E ABTA 9 ARE NEAS¢RED IAPV U B PPAS7 AND GEDOET G lAtnN Nx. N/F 9D _- "°'"`L'""'""" !a UI =--�fLOCATION MAP URVEv rmANouu1 ux s ' I) BLocK a LOT > surroL% COUxtt TAx REFERENCE DISTRICT 10x0 "'. WALTER C FLOWER 111 ~ z fEOT ON 010 &DCN s. LOr f Y.YS. BLOCK 44 GOTS 3, 4, 5 fi °sow Az °`P L) TOTAL AN. - is A OF (I— ACRES) & PORTION OF 7 x0aE .s Rcmwc0 � L= R A L Dnc —1- `I 4 _ SINGLE FAMILY RESIDENCE Y SIT 0 N R ,YD LONE. MUNICIPAL WATER z"'rs"m I ROSS TION ON SEPTIC SYSTEM cTDRMWA R "YWELL DETAIL ss _,,, L5 A + R €1 ':RE SELLS (0s/90/]olV) 'i X0� 91 , OMPAE31J NT ( I 6. �Mx � 6 -25 5 DY 60BBOL_ 3� bTiO sr LE 17MEKSAND POORLY GRADED, LITTLE OR NO FINES EA A. /- IE�M DcA IDI INDO WATE EE E 5) 5$.--' i'=OUO i 3.., w' w - (T_- 5EP IOTAST, D FA9 jECEI ED — p1A .�, Laxd.r, Rts to J5F t v e6£ PRaxG 4-`DNR. 3.. 1 Po aO ( ')).cD-II TNRWCHa¢ muLTCH Ss€F P€TAA}-�.� � �j j `{ E s JX_ . HENRY L. FERGUSON MUSEUM, INC. OCT 10 2017 � LLJ / Ra— DE—E A % O OTe.T` 3C§Ntt4 E 1 1 BLOCK 44 LOT ] :'iFE OEi w rnLRpm ) _ 1 1 E PORTION) F AEANT AND) SUFF. CO, HEALTH E VIC - m : rRvtdlr3l r A.ra T ¢ . z�t-t`--- y. _ _ OFFtCEF4AiYTFRMG. ,__w �— RTP .x t JL j.' P r" �. , , A PRp�RE JS APPR6%N Iia C€ - ] _ � [f r'4 L R#u AREA cv )CS GF) C E�f "0 P EITSF YAP (.. OT iE pETAA�7 E f`I a¢E iF, 1 iO GA.Nk _ LLQ <_vv ,NO s 'e i it t Wax IXv[1N7^Ass... 1 i O _` .WANES M° ffi �� f Rw.S­­ -'I-i) sRmiaC Q _IANNE er BAKER .-* f { RINDOT HON BLOCK 44 - LOT @ j epo ".A DorxRLxTRE PT RBAGHE9OF TS FAIA., ro� =r e �,.n ,,z_ (VAtANF LANG) }`j`NFLT T..D c.cx usE Ta PNAF I.TANNE¢TSAAFEWE. fy��OFFOL uNW E o'� »aN.(OFF rnN TR Wkor SI T FENCE ! ti !t t�Ilrl��f�j_ ., .1. $ rEw SUSAN W 3 ) 1,' BLOCK 4 F y E\ S l 1 i'-.1 L (VACANT I Y F 11 4 Lor I4IN 4�E 1 1 I� r ND) �='``_-�-- -`'1 �\ ♦ _ i �I Ra -. _H_ ~<�>..ar„TA. a Mx. : a e iXEAE ISxAZN@ ' NF DE IN Y113 AAx`A rf - - PENANTfes`-'_,�� �1\ L- �� �-ge-AlwxG MIT,iT+'3! Lo aEw RCFER, P6%noA'i ula 'f� ,ff ;T \�- l \`Ay °� I i Fi- 1 n--cu �I N= t \ ti OF e 5GR as P '. 1P1- E. 0 EEC,_ LN OF OWNER. 'N c- R RiES'"CC%uA�.-"^.a: ,' AL I - EA 2 (WESTER DRNEW ) LpR+�-s v 3,300 s 0 x z{u - 5sG cu n e ED T.t �D ..# - - ( I) IND 69 S DEEP DIWELLs 1600 CU R. .uw \ S �D - mus EA a �-# ia,'E ,Y 25 S �. % 2(12 6B8 CU. Fi, REOU RED P. i Ica YXw"nx f^R, 3i OE€MU PROVIDE c> 8'9 DEEP DR'rWELLS 1900 GV IT P tib. - - Mi CONSTRUCTION SPEGIFCATIO ILS £ NI N w DATE RICHAR y D S. BAKER y BLOCK 44 LCT 11 r N. wIrc rwu Ta .s r.s,mm ssmcec. *R rmcs vonz wlR w SINGLE FAMILY RESIDENCE E G 0 E RA55 Ai % uo u<Iar. rtxcr x�Iul Rt wovtx AP,SCALE: scAtE N FEn - .MUNICIPAL WATER 1 SEED _E U TI 5PROJEC' -- I ON SEPTIC SYSTEM 0 D { A IM ��011ll Y i E 1 .n o f TF FC ..] ..... RCtnW - � - • �~ s �' 1 S uAN,:xAKC SNut K PE DONO ASm[O AxO unttRu RENpvEo xxEx )N SS�S6 �s lwrA W-1, uvl mgmiLl i lwrrt , Y A.RD ROAD LiLOCvx 4d4 LO'T F AM ok PON N IL mm y .. < °,43 0 REVISION [1] -- ISSUED FOR PERMIT: 16 JANUARY 2018 DOYLE IC-40,FF I T\\T ASC 158 DANBURY ROAD RIDGEFIELD, CONNECTICUT 06877 (203) 431-6001 (203) 431-9764 fax A <F a a . , .° y" 6 ✓ .. 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DESCRIPTION ISSUED PS1.0 STAIR RAILING DETAIL 01/11/17 PS1.1 TYPICAL I C WAINSCOT DETAIL 02/01/17 T0.0V CO ER SHEET 10/30/17 T0.1 General Information , J1.1 Sheet Specifications J1.2 Sheet Specifications SP1.0 ARCHITECTURAL SITE PLAN 10/30/17 A0.0 WALL TYPES & ROOM FINISH SCHEDULE 10/30/17 A0.1 WINDOW I OW &DOOR SCHEDULES 10/30/17 A1.0 FOUNDATION PLAN 10/30/17 A1.1 BASEMENT PLAN 10/30/17 A1.2 FIRST FLOOR PLAN 10/30/17 A1.3 SECOND FLOOR PLAN 10/30/17 A1.4 ROOF PLAN 10/30/17 A2.0 EXTERIOR ELEVATIONS 10/30/17 A3.0 BUILDING & WALL SECTIONS 10/30/17 A3.1 BUILDING U LDING &WALL SECTIONS C ONS 10/30/17 A3.2A W LL SECTIONS &DETAILS 10/30/17 A4.0 INTERIOR ELEVATIONS 10/30/17 A4.1 INTERIOR ELEVATIONS 10/30/17 A4.2 INTERIOR ELEVATIONS 10/30/17 A4.3 INTERIOR ELEVATIONS 10/30/17 A4.4 INTERIOR E OR ELEVATIONS 10/30/17 S0.0 STRUCTURAL SPECIFICATIONS 10/30/17 S1.0 FIRST FLOOR 00 FRAMING MING AND FOUNDATION U ATION PLAN 10/30/17 S1.1 SECOND FLOOR FRAMING PLAN 10/30/17 S1,2 ROOF FRAMING PLAN 10/30/17 S1,3 GARAGE FRAMING AND FOUNDATION PLAN 10/30/17 S2.0 STRUCTURAL DETAILS SHEET A 10/30/17 G1.0 GARAGE DRAWINGS 10/30/17 E1.0 BASEMENT RCP 10/30/17 E1.1 FIRST FLOOR RCP 10/30/17 E1.2 SECOND FLOOR RCP ..'uuq`•1,0/30/17 (i7r x A� `. sT ° ozs5ynf•Of@� y0 REVISION 12/01/17 12/01/17 12/01/17 12/01/17 12/01/17 12/01/17 12/01/17 12/01/17 (�) DOYLE COFFIN ARCHITECTURE, LLC 2017 E. H As Scheduled As Scheduled As Scheduled As Scheduled 5 . I . . 6 ..... ... . ............. .. . I . . As Scheduled O ® ® © O O Interior Interior Interior Interior Marvin Clad Ultimate Exterior LOCATION SIZE Two Car Garage ROUGH OPENING CUIFD 3080 MANUFACTURER TruStile TS2020 TruStile TS2020 TruStile FL1500 TruStile TS2020 French Door, Inswing Single Marvin Clad Ultimate Single 2 -Panel Pocket: Single 2 -Panel Pocket: Single French Door Double 2 -Panel Narrow Stile & Rail Profile CUIFD 7068 [XX] 84" Height 84" Height 84" Height 84" Height 107 French Door DG Transom, Inswing Double 108 Master Entry B Unfinished Basement 7/8" SDL [Custom] w/ Spacer Bar Narrow Stile & Rail Profile Raised Panel Raised Panel 1 Marvin Windows and Doors Raised Panel [3x1] with 2" Simulated Checkrail I TBD OG Roman Ogee OG Roman Ogee Garage OG Roman Ogee Extension Jambs as Necessary 7/8" SDL w/ Spacer Bar 117 Great Room Second Floor Double Pane, Low E Glass Extension Jambs as Necessary 202 Bathroom #2 B Two Car Garage 2'-9 1/4" Double Pane, Low E Glass WINDOW SCHEDULE DOOR 0'-1 3/8" NO. LOCATION Basement 001 Stair Hall 002 Mechanical Room Garage TYPE MARK LOCATION SIZE Two Car Garage ROUGH OPENING Two Car Garage MANUFACTURER MODEL MATERIAL FINISH HEAD HEIGHT A.F.F. COMMENTS WIDTH i HEIGHT WIDTH HEIGHT Ba sem ent 104 Powder Room 105 Guest Bedroom 106 Guest Closet 107 Guest Bathroom 108 Master Entry B Unfinished Basement 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" 1 Egress Garage Kitchen 116 Kitchen 117 Great Room Second Floor 201 Bedroom #2 202 Bathroom #2 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" Bedroom #1 B Two Car Garage 2'-9 1/4" 4'-11 1/2" 2'-10 1/4" 514" Marvin Windows and Doors CUDH-NG2826 Clad TBD 8'-0" Wood 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" TBD First Floor 2'-8" T-0" 0'-13/8" A Wood TBD Wood TBD Privacy 2'-6" A Guest 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" A 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 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" 2'-6" 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 A Office T-1 1/4" 4'-11 1/2" T-2 1/4" 5'-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD 8'-0" Clad A Office S-1 1/4" 4'-11 1/2" T-2 1/4" 5'-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD 8'-0" 2'-8" 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" B1 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" Clad 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" 2'-6" 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" B1 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" Wood 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" 2'-6" D Guest Bedroom 6'-4" 4'-7 1/8" 6'-5" 4'-7 5/8" Marvin Windows and Doors CUCAPOLY Clad TBD 6'-10" Tempered D Master Bedroom 6'-4" 4'-7 1/8" 6'-5" 4'-7 5/8" Marvin Windows and Doors CUCAPOLY Clad TBD 6'-10" Tempered D Office 6'-4" 4'-7 1/8" 6'-5" 4'-7 5/8" Marvin Windows and Doors CUCAPOLY Clad TBD 6'-10" Tempered E Guest Bedroom 6'-4" 1'-2" 6'-5" V-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" A E Master Bedroom 6'-4" V-2" 6'-5" V-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" E Office 6'-4" 1'-2" 6'-5" V-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" G Master Bedroom 2'-8" V-2" 2'-9" V-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" G Master Bedroom 2'-8" V-2" 2'-9" V-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" G Master Bedroom 2'-8" 1'-2" 2'-9" V-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" G Master Bedroom 2'-8" V-2" 2'-9" V-2 1/2" Marvin Windows and Doors CUCAPOLY Clad TBD 8'-0" H Master Bedroom 2'-8" 4'-7 1/8" 2'-9" 4'-7 5/8" Marvin Windows and Doors CUCA3256 Clad TBD U-10" H Master Bedroom 2'-8" 4'-7 1/8" 2'-9" 4'-7 5/8" Marvin Windows and Doors CUCA3256 Clad TBD U-10" H Master Bedroom 2'-8" 4'-7 1/8" 2'-9" 4'-7 5/8" Marvin Windows and Doors CUCA3256 Clad TBD U-10" H Master Bedroom 2'-8" T-7 1/8" 2'-9" 4'-7 5/8" Marvin Windows and Doors CUCA3256 Clad TBD U-10" J Great Room 1'-8" T-11 1/8" V-9" 4'-11 5/8" Marvin Windows and Doors CUCA2060 Clad TBD 8'-0" J Kitchen 1'-8" T-11 1/8" 11'-9" 4'-11 5/8" 1 Marvin Windows and Doors CUCA2060 Clad TBD 8'-0" Second Floor A Bedroom #1 T-1 1/4" 4'-11 1/2" T-2 1/4" 5'-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD T-6" Egress A Bedroom #2 T-1 1/4" 4'-11 1/2" T-2 1/4" 5'-0" Marvin Windows and Doors CUDH-NG3226 Clad TBD T-6" Egress 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" B Playroom 2'-9 1/4" T-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD T-6" 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" B Stair Hall 2'-9 1/4" T-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD T-6" Tempered 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 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 C Bedroom #1 2'-5 1/4" T-7 1/2" 2'-6 1/4" 4'-8" Marvin Windows and Doors CUDH-NG2424 Clad TBD T-6" Tempered C Bedroom #1 2'-5 1/4" T-7 1/2" 2'-6 1/4" 4'-8" Marvin Windows and Doors CUDH-NG2424 Clad TBD T-6" Tempered C Bedroom #2 2'-5 1/4" T-7 1/2" 2'-6 1/4" 4'-8" Marvin Windows and Doors CUDH-NG2424 Clad TBD T-6" Tempered 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 Second Floor -Garage 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 B 2'-9 1/4" T-11 1/2" 2'-10 1/4" 5'-0" Marvin Windows and Doors CUDH-NG2826 Clad TBD 6'-10" 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" Grand total: 47 T-1 1/4" v OA Marvin Clad Ultimate Double Hung NG CUDH-NG 3226 7/8" SDL w/ Spacer Bar Extension Jambs as Necessary Double Pane, Low E Glass Egress Window: 5.76 sq. ft. 2'-9 1/4" 17r OB Marvin Clad Ultimate Double Hung NG CUDH-NG 2826 7/8" SDL w/ Spacer Bar Extension Jambs as Necessary Double Pane, Low E Glass 2'� OC Marvin Clad Ultimate Double Hung NG CUDH-NG 2624 7/8" SDL w/ Spacer Bar Extension Jambs as Necessary Double Pane, Low E Glass DOOR SCHEDULE DOOR 0'-1 3/8" NO. LOCATION Basement 001 Stair Hall 002 Mechanical Room Garage 0'-13/8" 1 _ 01G Two Car Garage 02G Two Car Garage 03G Two Car Garage 04G Two Car Garage 05G Two Car Garage First Floor 101 Entry Hall 102 Staircase 103 Closet 104 Powder Room 105 Guest Bedroom 106 Guest Closet 107 Guest Bathroom 108 Master Entry 109 Master Closet 110 Master Bathroom 111 Office 112 Mudroom 113 Laundry Room 114 Mudroom 115 Kitchen 116 Kitchen 117 Great Room Second Floor 201 Bedroom #2 202 Bathroom #2 203 Closet 204 Closet 205 Closet 206 Alcove 207 Bathroom #1 208 Bedroom #1 209 j Closet 210 1 Closet 7 As Scheduled O Exterior TruStile Entry Door 8 Overhead Garage Door 9'-0" x 8'-0" FRAMEHARDWARE WIDTH HEIGHT THICK. TYPE MATERIAL FINISH TYPE FINISH 5'-0" T-0" 0'-1 3/8" 1 C I Wood I TBD I Wood I TBD Dummy w/and Catches T-0" T-0" 0'-13/8" 1 A I Wood I TBD I Wood I TBD _Ball Privacy 9'-0" 8'-0" 0'-21/4" G Wood TBD Wood TBD - --- - --- ------ 9'-0" 8'-0" 0'-21/4" G Wood TBD Wood TBD T-1 7/16" T-11 1/2" 0'-1 3/4" D Clad TBD Wood TBD Keyed Entry; Multi -Point by Manufacturer T-1 7/16" T-11 1/2" 0'-1 3/4" D Clad TBD Wood TBD Keyed Entry; Multi -Point by Manufacturer 2'-6" T-0" 0'-13/8" A I Wood I TBD Wood TBD Passage T-1 8'-0" 0'-2 1/4" F Wood TBD Wood TBD Keyed Entry; Multi -Point by Manufacturer 2'-6" T-0" 0'-13/8" A Wood TBD Wood TBD Passage 4'-0" T-0" 0'-1 3/8" C Wood TBD Wood TBD Dummy w/ Ball and Catches 2'-8" T-0" 0'-13/8" A Wood TBD Wood TBD Privacy 2'-8" T-0" 0'-13/8" A Wood TBD Wood TBD Privacy 2'-6" T-0" 0'-13/8" A Wood TBD Wood TBD - - - - ----- ------------ Passage 2'-6" T-0" 0'-13/8" A Wood TBD Wood TBD Privacy 2'-8" T-0" 0'-13/8" A Wood TBD Wood TBD Privacy 2'-6" T-0" 0'-13/8" 131 Wood TBD Wood TBD Passage 2'-6" T-0" 0'-13/8" B1 Wood TBD Wood TBD - -------- - --- ----------- Privacy 2'-8" T-0" 0'-13/8" B1 Wood TBD Wood TBD - - - -- --------- ------- Privacy T-1 7/16" T-11 1/2" 0'-1 3/4" D Clad TBD Clad TBD Keyed Entry; Multi -Point by Manufacturer Z-8" T-0" 0'-13/8" 131 Wood TBD Wood TBD Passage 2'-8" T-0" 0'-13/8" 131 Wood TBD Wood TBD Passage 2'-8" T-0" 0'-13/8" B1 Wood TBD Wood I TBD Passage T-1 7/16" 7'-11 1/2" 0'-1 3/4" D Clad TBD Clad TBD Multi -Point by Manufacturer 15'-11" T-11 1/2" 0'-1 3/4" E Clad TBD Clad TBD Multi -Point by Manufacturer 2'-6" 7-0" 0'-13/8" A Wood TBD Wood TBD - - ---------- Privacy 2'-6" 7-0" 0'-13/8" B1 Wood TBD Wood TBD Privacy 2'-6" T-0" 0'-13/8" A Wood TBD Wood TBD Passage 2'-6" T-0" 0'-13/8" A Wood TBD Wood TBD Passage 2'-6" T-0" 0'-13/8" 1 A Wood TBD Wood TBD -- — Passage 3'-6" T-0" Wood TBD Wood TBD - 2'-6" T-0" 0'-13/8" A Wood TBD Wood TBD - - - - --------------- Privacy 2'-8" T-0" 0'-13/4" A Wood TBD Wood TBD _- Privacy 2'-6" T-0" 0'-13/8" A Wood TBD Wood TBD Passage 2'-6" 17'-0" 0'-13/8" A Wood TBD Wood TBD Passage fV n � OD Marvin Clad Ultimate Polygons Rectangle CUCAPOLY Frame 6'-4" x 4'-8" Extension Jambs as Necessary Double Pane, Low E Glass 0 Marvin Clad Ultimate Polygons Rectangle CUCAPOLY Frame 6'-4" x V-2" 7/8" SDL w/ Spacer Bar Extension Jambs as Necessary Double Pane, Low E Glass 28 - N W T n � OH Marvin Clad Ultimate Casement CUCA 3056 (2)Left, (2) Right 7/8" SDL w/ Spacer Bar Extension Jambs as Necessary Double Pane, Low E Glass GO Marvin Clad Ultimate Polygons Rectangle CUCAPOLY Frame 2'-6" x V-2" 7/8" SDL w/ Spacer Bar Extension Jambs as Necessary Double Pane, Low E Glass 0 N � v JO Marvin Clad Ultimate Casement CUCA 2060 (1)Left, (1) Right 7/8" SDL w/ Spacer Bar Extension Jambs as Necessary Double Pane, Low E Glass NOTES Barn Slidinci Door on Track DO ", ` V"' L " E 1 1 , U` F P", I N NOTES e ......... I Window Note IN E W' d gr ss In ow Clear Opening = 5.7 sq. ft. required 44" max. window sill height above floor 20" min. clear opening width 24" min. clear opening height Window Note #2• Tem ered lass p g , required for any window below 18" A.F.F., at all stair locations, at all bath tub locations, at all side lites and at any window within 24" of any door. j II i L NEW CONSTRUCTION FOR I t4�T t7 02 (:b JL JL __ L _ � j JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 I FISHERS ISLAND, NY I 06390 LJ L ........... J FGENERAL NOTES 7 rlssued for Permit 10/30/17 Construction Notes: REVISIONS 1. New walls shown shaded, typ. 2. All interior partitions to be 2x4 studs @ 16"oc. DESCRIPTION DATE j 3. All exterior walls to be 2x6 studs @ 16"oc• 4. See Framing Plans and/or Sections for floor I ISSUED FOR PRICING [1] 04/29/16 I & roof framing. ISSUED FOR PRICING 2 ; [ ] ! . 12/01/16 5. All dimensions shown to stud face. Verify in 1 REVISION [1] ! 12/01/17 field all dimensions prior to construction. 6. Infill walls as required in areas of demolition: patch & repair wall finish, flooring, ceiling finish 1 & millwork as required, typ. 7. Paint all new walls, areas of patched walls and millwork as required. j 8. Provide & install new switches, wiring, outlets, etc. as required by code. Install new fixtures. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. Electrical Notes: L L J 1. Provide & install new switches, wiring, outlets, etc. as required by code. Install new [PRINCIPAL JMD]Im 05M L!d fixtures. .. ... ... ...._................... 2. Provide & install new Smoke Detectors, P A VTF and CO Detectors as required by code. .. 2. GC to provide wiring for all Telephone & Data outlets, coordinate locations with owner. - - �-• PROJECT # 813] ' Smoke Detectors are required: in each .... ....... ........................ ._...... DESIGN DEVELOPMENT ' sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; ' at all stories of the dwelling, including the basement. All smoke detectors to be WINDOW DOOR � interconnected such that one detector will activate all building alarms. Smoke detectors SCHEDULES shall be powered from the building wiring and a I battery back-up. ................................................ Carbon Monoxide Detectors are require d outside each separate slee in area In the P sleeping L _ r 0 i YLE COFFIN ARCHITEC'T'URE, LLC 2017 imme... vicinity Detectdiate ors tobenterconnecof the tled such thll CO at one ...................... _...... ...... HEET detector will activate all building alarms. CO Detectors shall be powered from the building wiring and a battery back-up. f t4�T t7 02 (:b JL JL __ L _ � A �;� I-01 EI _........... �.................._ ._. _..._...._........... ................... ...... .... _....._......_......_.............__..... .. ......... .. _.. . 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 & roof framing. 5. All dimensions shown to stud face. Verify in 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. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. Electrical Notes: 1. Provide & install new switches, wiring, outlets, etc. as required by code. Install new fixtures. 2. Provide & install new Smoke Detectors, and CO Detectors as required by code. 2. GC to provide wiring for all Telephone & 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 basement. All smoke detectors to be interconnected such that one detector will activate all building alarms. Smoke detectors shall be powered from the building wiring and a battery back-up. Carbon Monoxide Detectors are required outside each separate sleeping area in 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 battery back-up. 3 _L ..................... 4 Ptca' Concrete Pier P.e-d Concrete dJ 10"0 Bigfoot System Construction Tube 20"0 Bigfoot System Footing Form (4) #5 Rebar, 2 min. From Face of Concrete 1/2"x12" Galy. Anchor Bolt Centered in Top Outline of porch above shown dashed Typical Foundation Top 2x6 P.T. Sill Plate Foam Sill Sealer 1/2"0x12" Galvanized Anchor Bolts @ 6'-0" o.c. (Frost Walls) 3/4"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Foudantion Walls) V-0" Max. in From Corners Typical Footing Drains 6" Perforated PVC Pipe, Holes Down Filter Fabric Drainage Fill to 6" Min. Surround Typical Split Foundation Top 2x6 P.T. Sill Plate @ Top of Wall Foam Sill Sealer 1/2"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Frost Walls) 3/4"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Foudantion Walls) V-0" Max. in From Corners 2x4 P.T. Sill Plate @ Foundation Shelf Foam Sill Sealer T teal CMU Frost Wall lock Wall Concrete Filled Core Vertical and Horizontal Reinforcement Poured Concrete Spread Footing Bottom of Footing Shall be 42" Below Grade on Undisturbed Soil, Typ. 9'-6„„ T icalConcretePier-------------------- oured oncrete Ut -s 15�N_ - — - — - , — - — - — 10"0 Bigfoot System Construction Tube Dropped Beam, See Dropped Beam, See 20"0 Bigfoot System Footing Form Structural Drawings Structural Drawings (4) #5 Rebar, 2 min. From Face of Concrete 1 1/2"x12" Galy. Anchor Bolt Centered in Top Outline of deck above in shown dashed ------------ - - - - - - - - - - ----------------------------------- -------------------ae---- --------a------a- _ _ I G1.0 I r I d ° I Step in wall at garage Typical Foundation Top A door opening, typ. I Q I 2x6 P.T. Sill Plate I I I _ Foam Sill Sealer I d 1 1/2"0x12" Galvanized Anchor Ir, I I Bolts @ 6'-0" o.c. (Frost Walls) 00 j I 3/4"Ox12" Galvanized Anchor j 1 I 1 colts @ 4'-0” o.c. (Foudantion Walls) I I 1 ° I V-0" Max in From Corners I ` Typical CMU Frost Wall I 1 I Wall Wa I Typical Foundation Wall CMU BlocI ° 1 10" Poured Concrete Wall Concrete Filled Core L I (2) #4 Bars Continuous @Top and Vertical and Horizontal Reinforcement d Bottom of Walls Poured Concrete Spread Footing 1 I Rub -R -Wall Waterproofing Bottom of Footing Shall be I 5 ...... ... ....... ... ... 6 7 .. 8 �.. 9 7 I 61'-8" 46,_4„ - -----I - 14'-0„ 01 1,_4,. 01 01 CL 13'-4 3/4" CL 30'-8" - - --- - 01 CL EQ EQ EQ ----- r I _--_ --_ --_ — _-- --_ --_ — � — _-- _--_ --_ — — — _-- =--- -- Dropped Beam, See Dropped Beam, See Structural Drawings Structural Drawings 11 I I En �I N Icn NSI N31 c N� N in UI LLcn -------------------Q---------------- N to l °t � ,I 1,16„ III �---------- <a e -----------------, � 10 5/8' 1 -6" 11'-10 3/4" LOP I I I 01 �Q EQ A 11 e A LI I � I I L— d° d ° d ° ° d ° ^ ° ° d e e d d �d ° ° < 1 I ----------- - - - - - - - - - - - - - �-- — — N r ----- --- 10' I d 44'-2" I I - - d- 1 j <° C4 1 I 10" I M I Egress I 1 0 i� C? I I Window I �- f ....__.... i - Well I _ I I I �? 17" 1" V-11' C7 I I I w -----� I 2x6 @ 16" o.c. load bearing wall I L-- --- I -1- I 3'-0" Min.1 10" Typical Foundation Wall B :, I 1 10" Poured Concrete WallUnfl�ished Basement �I I I (2) #4 Bars Continuous @ Top and I 1 Poured concrete & 8" I I I Bottom of Walls CMU chimney base ; I I d I Rub -R -Wall Waterproofing 5" Slab on grade; normal weight, `D r I 2" Insulating Drainage Board reinforced with 6x6 1.40.4 w.w.f. Poured Concrete Spread Footing < I I i I I I Bottom of Footing Shall be 42" Below Masonry fireplace above; j L + I I d I Grade on Undisturbed Soil, Typ. concrete foundation walls 11/7, I I 1 I I I I ITypical Concrete Slab Floor I 5" Concrete Slab 2 -3 I II II j IIIIi d 6x6 1.4x1.4 w.w.f. Reinforcing 1 ° 2" Rigid Insulation, R-10 Min. 2x6 @ 16" o.c. load A 10 Mil PolyVapor Barrier bearingwall Crawl Space 6" Crushed Stone dm IIIi o Slab onGrade M 1 ------------ I_ - I M A3.0Continuous reinforced 3" Slab on grade; normal weight, I I concrete footing below reinforced with 6x6 2.0x2.0 w.w.f. I I load bearing wall, typ. I I I I I I I Load bearing stud wallI I I Load bearing stud wall I I 1 I I I I I I "F - _j 1 II I I ----------------------------- ----------------- I - - - - - - - - i I i i i � ------------ i 1 I ! I I I I II II ! I I I I I I I I I II II I I I I I' I I I I I I I II II 1 1 I I I I I I I I I I II II I � I I I d I I I I ! A 181 01'7 /l Stair Hall Mechanical Room I I I I= Storage B I d I I I I I I I n i - I I I42" Below Grade on I r -------- -- -- -� �- ---T I I I d I I I 2" Insulating Drainage Board I j I I I I I I I Poured Concrete Spread Footing Undisturbed Soil, Typ. I I v v I I I I I 1 Bottom of Footing Shall be 42" Below I I I j I d I Bluestone Steps I - I I Grade on Undisturbed Soil, Typ. Cut new crawlspace access for 2" Bluestone ----------- -- - - L_ - ____1 1 utilities• coordinate location & size I I T— Continuous reinforced I concrete footing below, typ. 1 I I I I o, 1 I 1 t o I d Garage Slab on Grade A Pitch slab down 3" to doors A 4" Slab on grade; normal weight, 9 reinforced with 6x6 2.0x2.0 w.w.f. d 1 I 1 I I I I I Step in wall at garage I door opening, typ. d j -------J ° I I I ° ° LL-------1------------------------- ------------------------- 2'- 10" ----------------- --- G 2'-10" I 9'-6" M.O. 2'-0" 9'-6" M.O. 2'-10" 01 In .11 26'-8" H i �..... ..... ....._ ........ . d d °r d < 1 I °-------------- - --------- --- - -' -r- 2' 0' 2-10 L -I I -- - - - - - - - - - - - - - - - - - - - - - - --- - - -I - - - - ------------ i - I- - �"� I I I I I .� I I I I I I f -- I Steps in footing as allowed 1 I I 4" Stone venehr on 4" CMU - -- - Steps in footing as allowed I 414'-10' I I by local code, typical Typical Stone Landing B s' I shelf, built u from footing b local code, typical I I 1 A I I 2" Bluestone I I I P 9 ° y I I I I I II Covered Entry I I I 1 1/2" Mortar Bed I Continuous re Iiforced I I I I Concrete Slab (Pitched 1") I Slab on Grade I I I I I v concrete footing below, typ. See Structural Plan Reinforcing See Structural Plan) I 4" Slab on grade; normal weight Rifi, < I I I g( I I e I II 6" Crushed Slone I I reinforced with 6x6 2.0x2.0 w.w.f. 00 ° A Crawl Space A Bluestone Steps I � - - - - - A A I p 2" Bluestone 1 ------- I Slab on Grade I I 1 1/2" Mortar Bed o II I Concrete Slab (Pitch 1/4" in 12") 1 3" Slab on grade; normal weight, 6x6 2.0x2.0 w.w.f. Reinforcing ! d N I d I remforcedwith6x62.Ox2.Ow.w.f. I ! � f---------------- I I I I 6" Crushed Stone I t___________________j Continuous reinforced concrete footing below, typ. I I I Typical CMU Frost Wall d I I I I 1 I CMU Block Wall ------------ ------------ J ' - - ! = t- — — I I Concrete Filled Core A3.2 ,� I I Vertical and Horizontal Reinforcement Poured Concrete Spread Footing B I a I I Bottom of Footing Shall be I I I A I I 42" Below Grade on 1 T I 1 j j Undisturbed Soil, Typ.11 I I L- ------------ -----� d ------I a 1 1 L --- J ---- --------------------------------------------------------------- --- II 2'-0" 14'.8" 9'-3" 9'-10" 9'-3" 14'-8" 2'-0" 01 13'-10" 61'-8" 102'-2" I 1� A3.1 Uj Continuous reinforced concrete footing below, typ Tvoicai Foundation Wall 10" Poured Concrete Wall (2) #4 Bars Continuous @ Top and Bottom of Walls Rub -R -Wall Waterproofing 2" Insulating Drainage Board Poured Concrete Spread Footing Bottom of Footing Shall be 42" Below Grade on Undisturbed Soil, Typ. Tvoical Concrete Slab Floor 5" Concrete Slab 6x6 1.40.4 w.w.f. Reinforcing 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier 6" Crushed Stone Typical Footing Drains 6" Perforated PVC Pipe, Holes Down Filter Fabric Drainage Fill to 6" Min. Surround ■J Typical Split Foundation Top 2x6 P.T. Sill Plate @ Top of Wall Foam Sill Sealer v 1/2"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Frost Walls) LO 3/4"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Foudantion Walls) 1'-0" Max. in From Corners 2x4 P.T. Sill Plate @ Foundation Shelf Foam Sill Sealer Typical Foundation Top 2x6 P.T. Sill Plate Foam Sill Sealer 1/2"0x12" Galvanized Anchor Bolts @ 6'-0" o.c. (Frost Walls) 3/4"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Foudantion Walls) V-0" Max. in From Corners W_j i' (U I -A-1 I C N !! �� CHIT CIJ E i! Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 20314316001 203 143119764 fax in o oy eco inarc I Lecture.com r-------� 1 I 3'_0'x3' -0"x12' Footing with (5) #4 1 1 1/2" Mortar Bed I ") L- �. I i I I I 1 I I j 1 I Concrete Slab (Pitch 1l4" in 1 2 III rebar laced 3" from bottom of I i L_ ................................................... 00 I 1 footing; see Structural Drawings 0 6x6 2.0x2.0 w.w.f. Reinforcing I �- N I ° I I 6" Crushed Stone I I I Typical Concrete Slab Floor Typical Stone 1 I Landing J,' I 1 ° L -------J 1 I 5" Concrete Slab 2" Bluestone I I 6x6 1.40.4 w.w.f. Reinforcing 1/2" Mortar Bed j I 2" Rigid Insulation, R-10 Min. 1 Concrete Slab (Pitched 1 I 1 10 Mil Poly Vapor Barrier See Structural Plan I I I d1 6" Crushed StoneI Reinforcing (See Structural Plan) I I 6" Crushed Stone I I I T— Continuous reinforced I concrete footing below, typ. 1 I I I I o, 1 I 1 t o I d Garage Slab on Grade A Pitch slab down 3" to doors A 4" Slab on grade; normal weight, 9 reinforced with 6x6 2.0x2.0 w.w.f. d 1 I 1 I I I I I Step in wall at garage I door opening, typ. d j -------J ° I I I ° ° LL-------1------------------------- ------------------------- 2'- 10" ----------------- --- G 2'-10" I 9'-6" M.O. 2'-0" 9'-6" M.O. 2'-10" 01 In .11 26'-8" H i �..... ..... ....._ ........ . d d °r d < 1 I °-------------- - --------- --- - -' -r- 2' 0' 2-10 L -I I -- - - - - - - - - - - - - - - - - - - - - - - --- - - -I - - - - ------------ i - I- - �"� I I I I I .� I I I I I I f -- I Steps in footing as allowed 1 I I 4" Stone venehr on 4" CMU - -- - Steps in footing as allowed I 414'-10' I I by local code, typical Typical Stone Landing B s' I shelf, built u from footing b local code, typical I I 1 A I I 2" Bluestone I I I P 9 ° y I I I I I II Covered Entry I I I 1 1/2" Mortar Bed I Continuous re Iiforced I I I I Concrete Slab (Pitched 1") I Slab on Grade I I I I I v concrete footing below, typ. See Structural Plan Reinforcing See Structural Plan) I 4" Slab on grade; normal weight Rifi, < I I I g( I I e I II 6" Crushed Slone I I reinforced with 6x6 2.0x2.0 w.w.f. 00 ° A Crawl Space A Bluestone Steps I � - - - - - A A I p 2" Bluestone 1 ------- I Slab on Grade I I 1 1/2" Mortar Bed o II I Concrete Slab (Pitch 1/4" in 12") 1 3" Slab on grade; normal weight, 6x6 2.0x2.0 w.w.f. Reinforcing ! d N I d I remforcedwith6x62.Ox2.Ow.w.f. I ! � f---------------- I I I I 6" Crushed Stone I t___________________j Continuous reinforced concrete footing below, typ. I I I Typical CMU Frost Wall d I I I I 1 I CMU Block Wall ------------ ------------ J ' - - ! = t- — — I I Concrete Filled Core A3.2 ,� I I Vertical and Horizontal Reinforcement Poured Concrete Spread Footing B I a I I Bottom of Footing Shall be I I I A I I 42" Below Grade on 1 T I 1 j j Undisturbed Soil, Typ.11 I I L- ------------ -----� d ------I a 1 1 L --- J ---- --------------------------------------------------------------- --- II 2'-0" 14'.8" 9'-3" 9'-10" 9'-3" 14'-8" 2'-0" 01 13'-10" 61'-8" 102'-2" I 1� A3.1 Uj Continuous reinforced concrete footing below, typ Tvoicai Foundation Wall 10" Poured Concrete Wall (2) #4 Bars Continuous @ Top and Bottom of Walls Rub -R -Wall Waterproofing 2" Insulating Drainage Board Poured Concrete Spread Footing Bottom of Footing Shall be 42" Below Grade on Undisturbed Soil, Typ. Tvoical Concrete Slab Floor 5" Concrete Slab 6x6 1.40.4 w.w.f. Reinforcing 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier 6" Crushed Stone Typical Footing Drains 6" Perforated PVC Pipe, Holes Down Filter Fabric Drainage Fill to 6" Min. Surround ■J Typical Split Foundation Top 2x6 P.T. Sill Plate @ Top of Wall Foam Sill Sealer v 1/2"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Frost Walls) LO 3/4"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Foudantion Walls) 1'-0" Max. in From Corners 2x4 P.T. Sill Plate @ Foundation Shelf Foam Sill Sealer Typical Foundation Top 2x6 P.T. Sill Plate Foam Sill Sealer 1/2"0x12" Galvanized Anchor Bolts @ 6'-0" o.c. (Frost Walls) 3/4"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Foudantion Walls) V-0" Max. in From Corners W_j i' (U I -A-1 I C N !! �� CHIT CIJ E i! Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 20314316001 203 143119764 fax I 11 I I L. NOTES I� I I I i Ref. North I : ... ........ ..... ........ .... ................._............._............_._.._.................................. ............ ... ._ .................................................................__................. ............... NEW CONSTRUCTION FOR] I li I JAMES M. & DIANE M. BAKER BRICK YARD ROAD !I BLOCK 44 LOT 6 I FISHERS ISLAND, NY 06390 Issued for Permit ;, 10/30/17 REVISIONS Q DESCRIPTION 1 . DATE ! ! ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 1 REVISION [1] 12/01/17 I I; 1 j I I i I I li i ! j lil f I ! .... ........... ..... ...................................... ... ....... _...... ........_. PRINCIPAL C.A. VTF] .............. k . CROJECT # 813] DESIGN DEVELOPMENT ' I I I i FOUNDATION PLAN I L_ ....... ... ._.... ........... ................ .._...... ... ..... J [© DOYLE COFFIN ARCHITECTURE, LLC 2017 ] �.. "`: •� 1J <. SHEET —) do ,g d'T9r 02655 F , .......... in o oy eco inarc I Lecture.com doylecoffinarchitecture.com L- �. I i I I I ............................................. I j I i L_ ................................................... ..._ . I 11 I I L. NOTES I� I I I i Ref. North I : ... ........ ..... ........ .... ................._............._............_._.._.................................. ............ ... ._ .................................................................__................. ............... NEW CONSTRUCTION FOR] I li I JAMES M. & DIANE M. BAKER BRICK YARD ROAD !I BLOCK 44 LOT 6 I FISHERS ISLAND, NY 06390 Issued for Permit ;, 10/30/17 REVISIONS Q DESCRIPTION 1 . DATE ! ! ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 1 REVISION [1] 12/01/17 I I; 1 j I I i I I li i ! j lil f I ! .... ........... ..... ...................................... ... ....... _...... ........_. PRINCIPAL C.A. VTF] .............. k . CROJECT # 813] DESIGN DEVELOPMENT ' I I I i FOUNDATION PLAN I L_ ....... ... ._.... ........... ................ .._...... ... ..... J [© DOYLE COFFIN ARCHITECTURE, LLC 2017 ] �.. "`: •� 1J <. SHEET —) do ,g d'T9r 02655 F , .......... 1 —{I .............. ...................................... _......... A J .._._... ...1... .. .......... ... ............ ..... -.... .. .. ........ ..... ... -. ... ... ... -- .. 2 3 4 5 6 J— J— .. ... ... 8 9 ..........J— A2.0 3 i I ---- - - - - - — — — — — — — — — — — —I �I I II 1 1�� A3.1 A2.0 Ell 10 4 < A2.0 S DOYL� I � OF F=n' ITEC TURE Doyle Coffin Architecture, LLC 1 158 Danbury Road Ridgefield, Connecticut 06877 Ref. North' I JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY 06390 Issued for Permit 10/30/17 .._.:..................................... ... ...... ......_.; REVISIONS Q DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 1 12/01/16 1 REVISION [1] 12/01/17 li I� _............ .... _................................... . . [RINCIPAL ..__.................._........ JMD] ........................................ P.A. VTF J CROJECT # 813] DESIGN DEVELOPMENT i I BASEMENT PLAN i i j [© DOYLE COFFIN ARCHITECTURE, LLC 2017 ] ..................... I.......................................... SHEET.. .. �o.•; �t�-"•'�G:� Sv'�i` � Ili '�' � 023rjtJD'�- 20343116001 203 1 431 1 9764 fax info@doylecoffinarcliitecture.com is doylecoffinarchitecture.com L J i L J I I .............................................. �i i F Ref. North' I JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY 06390 Issued for Permit 10/30/17 .._.:..................................... ... ...... ......_.; REVISIONS Q DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 1 12/01/16 1 REVISION [1] 12/01/17 li I� _............ .... _................................... . . [RINCIPAL ..__.................._........ JMD] ........................................ P.A. VTF J CROJECT # 813] DESIGN DEVELOPMENT i I BASEMENT PLAN i i j [© DOYLE COFFIN ARCHITECTURE, LLC 2017 ] ..................... I.......................................... SHEET.. .. �o.•; �t�-"•'�G:� Sv'�i` � Ili '�' � 023rjtJD'�- 1............_......._... 1 .................._......................._........ _ ...... _.........._........... 3 Di E G Al' H 14 ............................................1....................... .......... I............. .. ..---- L... . . ..... - _. . .. 5...... .......... _ 6.. _...... Cr Lu A2.0 2 I , I............................................................................................................................. t Double hung window _. - ........ _.................... _............. .... _._.........._ 1 centered on main gable 14 I I i o i..................................................................... . .... .............................................................. a Outdoor Shower i 1 , I ±12'-0"x5'-6" _._........_ . __.... .. .... ... ..... . _._.... ... ..... ...... - - I t o it A3.0 . . .............. t I - 1 l I - Lower & upper cabinets; GC to Install base & upper cabin etr YGarage Staircase: 10" Treads 610" min.) 1111 R 0 0 -7 /2"1 1 UP countertops, appliances & plumbing fixtures M I t7 1/2" Risers (7 3/4" max.) I I I I (4) 2x12 Stringers, 1-1/2" O handrail I I I I 4 I @ 2'-10"bove nosing tread o I - - 2'-10" i I I j Washer & dryer: provide electrical, Cr "I 2'-8" R.O. I I M water supply and drainage; vent I I o dryer to exterior as per I 1 20'-7" 4'-6"01 manufacturers instructions Garage Slab on Grader `. ,; - - - - \ Pitch slab down 3" to doors II I I !I Two Car Garage i , i' I I' 4" Slab on grade; normal weight, J reinforced with 6x6 2.0x2.0 w.w.f. I Covered Garage I . i:::: DN Connector 3R ±72 SF Common garage ceiling to dwelling AI °, to be 1 -hour rated (use 5/8" type I Pipe Column, See 'X' fire code gypsum board) Structural Drawings " 1 I b L o it (. zo -1 I Nzt lh °' co d, 5 A2.0 11; it is w I: © (:�j C, i L0 i' ' Mfi 01 G 02G C ===F i i 9'-0" x 8'-0" Overhead 9'-0" x 8'-0" Overhead garage door I garage door 2'-66" I 9'-6" R.O." R.O2'-0" 9'-6" R.O. Z-6" el 01 el 26'-0" 14'-6" 0 7 I..._... ...... 8 -1 9 1_ _......_..... 10 above ___ 1 1 g © I - - - - - - io O in shown dashed, see details ----- �9's,/z" I$„I I 19. 4.. I 18..I 4'2° I I 10 I 1 °D 4 A4.0 2 1 bo I F r- I I I I First Floor Great Room I I I - - - - - s - - - - - - -Cr I I I Elev. 0'-0"Uj 4'4" 10'-9 1/2" Cr o I I w _ J °0 1 5 ( ---- = I I I I I II"l ob I I I Masonry fireplace/chimney;% ° 8 6 Herringbone pattern & 30" R.O. flush stone hearth Sink Kitchen Custom vanity wl solid surface N I( counter & double sinks En I I 1 I 1 1 7 NL- P, . Decorative drop beams I 1I : 11I U M Np -O II II 5 - Vc�a- n it & Sink 91, 52" Vanity & Sink -- -- - I I &wood ceiling above CY zo o Master Bathroom C Acoustic batt insula 40 10 tionWide plank wood flooring `O12 at all Bedroom andthroughout First Floor, unless otherwise noted 0Bathroom walls, typical -6'DW I 6'- 1-31/2" 3' LU 142'-81/2„ 1 I 1 l 2, o„ t I io Double hung window T centered on main able 8'-6' 6'-3 1/2" J 9 -21 2" 1 101-01, 2'-0' 5'-1 0 9 1 �M I I I UI M t N -- I1 11 L-- --------- -- -- 11 I1 X12 A4.1 10 riles ower N t6' -o' x4 •Q' Double 5'-5" R.Q. ven R �I I� �I ! I 11 4 A2.0 ------------------- ---------------- - as er Entry I i �\ -a - D I O I I I 6' 11" w 91 � 102 - Tile shower; frameless , -� T 0)i I 11 IR i7 1 1 ----- glass shower enclosure I W o?i m I Pantry I I I N 18R r I D 1 with 24" glass door I- - 3 2 A4.4 \ o !St Ir s I Powder Room o o q A4.1 2 A3.2 ° I I I I I I I I I I IOSet I - I Entry Hall o N m a i I -- I 1 Master Closet P = °' I I 1 I I I b 3 w undry2oo D I m a I E I 1 R 0� 7 /8"I �° I 5 I o f 4 A .z 2 ; w _ ° U '-5"R.O. 7" n `, ------- - - - - -- I--T- = 1 8 A4.2 6 v Double hung window 3 centered on main gable .® w 3„ 5' ' R.O. w I I 8" 2' 10" R.U. W 7" 2'-10" R.O. 7' ° CI Main Staircase: �Y 9 I I 10" Treads (10" min.) I I / E I I o L JI w I I `� t7 5/8" Risers (7 3/4" max.) Wide plank wood flooring li I I 0 o DN iv _ d Alcove to 42" Vanity &Sink 6„ 12 A4.2 10 Mudroom I I m (4) 2x12 Stringers, 1-1/2" O handrail I ]ADN - unlesthrou9ootherwlise nloted I I 5Guest Bathroom g @ 2'-10" above nosing tread LJ `��I 17" 2'-10" R.O. 7" A4.1 6 � " © C7- ° ---- , i z - j 5'-5" R.O. 7" Closet I! 4'-9" 4' 9" I 6 1/ 7'-3" 6 1/ ' 4'- ' 4 -9" o elGuest O G 1 I i� Shf &Rod E - --- -- 00 � 1 t C II' 1 1I CE 106 CY 14" Bluestone coping; 1" nosing typical I Bluestone Porcti!LU P 9; J 1 CY 9 YP I 1 `D 1 1 Elev. 0' 6" °° i 1' 2" 2' 8" R O V-2" 5" 2' 8" R. 5' 13 i. I C Bluestone porch 11 I I 5'-0" T-6" N on concrete slab ii Office 16 A4.2 14 i j 1 4'-0" 1 0x1 0 PT Post w/ 1/2" + I- O- - 15 O chamfered corners, typ. I - DN 3R -'� _ - I 1 9 --- - - - -- --- - - ----.-- - N ih 14" Bluestone treads ----_ - Guest Bedroom - 13 N 16 14 O 10" 8'-4"10" A3.2 / - -- - - 15 uj Built-in lower cabinets and open bookshelves C above; stain grade �C - OO Above ' t 71 - 3'-6" j 7'-0" 3'-6" 9'-6" 10'-0" 2'-0" -� 14'-0" 29'-0" 61'-0" 1 A2.0 w I I C I C OO Above Built-in Wihdow Seat Y-6" 3'-6" 7'-0" 3'-6" 14'-0" 2'-0" I 0 F I N ARC H I T E C T U R E Ref. North' J ................ NEW CONSTRUCTION FOR I JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY 06390 Issued for Permit 10/30/17 .... .. ..... ............................ REVISIONS Q DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 j 1 REVISION [1] 12/01/17 I I ; I � I ! I i I � ............... [RINCIPAL JM.D .0 [.A. VTF] [ROJECT # 813] DESIGN DEVELOPMENT FIRST FLOOR PLAN i DOYLE COFFIN ARCHITECTURE, LLC 2017 [© o;,6a;munllmiuinuun .(_SHEET :QED ARO 0 Y� �O Al tiF yyST9T D• 0285$" j L Innntnm'�... J I_ 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 j & roof framing. A 5. All dimensions shown to stud face. Verify in 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. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. Electrical Notes: 1. Provide & install new switches, wiring, outlets, etc. as required by code. Install new fixtures. j 2. Provide & install new Smoke Detectors, and CO Detectors as required by code. 2. GC to provide wiring for 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 j basement. All smoke detectors to be interconnected such that one detector will activate all building alarms. Smoke detectors shall be powered from the building wiring and a battery back-up. Carbon Monoxide Detectors are required outside each separate sleeping area in the i 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 j wiring and a battery back-up. Di E G Al' H 14 ............................................1....................... .......... I............. .. ..---- L... . . ..... - _. . .. 5...... .......... _ 6.. _...... Cr Lu A2.0 2 I , I............................................................................................................................. t Double hung window _. - ........ _.................... _............. .... _._.........._ 1 centered on main gable 14 I I i o i..................................................................... . .... .............................................................. a Outdoor Shower i 1 , I ±12'-0"x5'-6" _._........_ . __.... .. .... ... ..... . _._.... ... ..... ...... - - I t o it A3.0 . . .............. t I - 1 l I - Lower & upper cabinets; GC to Install base & upper cabin etr YGarage Staircase: 10" Treads 610" min.) 1111 R 0 0 -7 /2"1 1 UP countertops, appliances & plumbing fixtures M I t7 1/2" Risers (7 3/4" max.) I I I I (4) 2x12 Stringers, 1-1/2" O handrail I I I I 4 I @ 2'-10"bove nosing tread o I - - 2'-10" i I I j Washer & dryer: provide electrical, Cr "I 2'-8" R.O. I I M water supply and drainage; vent I I o dryer to exterior as per I 1 20'-7" 4'-6"01 manufacturers instructions Garage Slab on Grader `. ,; - - - - \ Pitch slab down 3" to doors II I I !I Two Car Garage i , i' I I' 4" Slab on grade; normal weight, J reinforced with 6x6 2.0x2.0 w.w.f. I Covered Garage I . i:::: DN Connector 3R ±72 SF Common garage ceiling to dwelling AI °, to be 1 -hour rated (use 5/8" type I Pipe Column, See 'X' fire code gypsum board) Structural Drawings " 1 I b L o it (. zo -1 I Nzt lh °' co d, 5 A2.0 11; it is w I: © (:�j C, i L0 i' ' Mfi 01 G 02G C ===F i i 9'-0" x 8'-0" Overhead 9'-0" x 8'-0" Overhead garage door I garage door 2'-66" I 9'-6" R.O." R.O2'-0" 9'-6" R.O. Z-6" el 01 el 26'-0" 14'-6" 0 7 I..._... ...... 8 -1 9 1_ _......_..... 10 above ___ 1 1 g © I - - - - - - io O in shown dashed, see details ----- �9's,/z" I$„I I 19. 4.. I 18..I 4'2° I I 10 I 1 °D 4 A4.0 2 1 bo I F r- I I I I First Floor Great Room I I I - - - - - s - - - - - - -Cr I I I Elev. 0'-0"Uj 4'4" 10'-9 1/2" Cr o I I w _ J °0 1 5 ( ---- = I I I I I II"l ob I I I Masonry fireplace/chimney;% ° 8 6 Herringbone pattern & 30" R.O. flush stone hearth Sink Kitchen Custom vanity wl solid surface N I( counter & double sinks En I I 1 I 1 1 7 NL- P, . Decorative drop beams I 1I : 11I U M Np -O II II 5 - Vc�a- n it & Sink 91, 52" Vanity & Sink -- -- - I I &wood ceiling above CY zo o Master Bathroom C Acoustic batt insula 40 10 tionWide plank wood flooring `O12 at all Bedroom andthroughout First Floor, unless otherwise noted 0Bathroom walls, typical -6'DW I 6'- 1-31/2" 3' LU 142'-81/2„ 1 I 1 l 2, o„ t I io Double hung window T centered on main able 8'-6' 6'-3 1/2" J 9 -21 2" 1 101-01, 2'-0' 5'-1 0 9 1 �M I I I UI M t N -- I1 11 L-- --------- -- -- 11 I1 X12 A4.1 10 riles ower N t6' -o' x4 •Q' Double 5'-5" R.Q. ven R �I I� �I ! I 11 4 A2.0 ------------------- ---------------- - as er Entry I i �\ -a - D I O I I I 6' 11" w 91 � 102 - Tile shower; frameless , -� T 0)i I 11 IR i7 1 1 ----- glass shower enclosure I W o?i m I Pantry I I I N 18R r I D 1 with 24" glass door I- - 3 2 A4.4 \ o !St Ir s I Powder Room o o q A4.1 2 A3.2 ° I I I I I I I I I I IOSet I - I Entry Hall o N m a i I -- I 1 Master Closet P = °' I I 1 I I I b 3 w undry2oo D I m a I E I 1 R 0� 7 /8"I �° I 5 I o f 4 A .z 2 ; w _ ° U '-5"R.O. 7" n `, ------- - - - - -- I--T- = 1 8 A4.2 6 v Double hung window 3 centered on main gable .® w 3„ 5' ' R.O. w I I 8" 2' 10" R.U. W 7" 2'-10" R.O. 7' ° CI Main Staircase: �Y 9 I I 10" Treads (10" min.) I I / E I I o L JI w I I `� t7 5/8" Risers (7 3/4" max.) Wide plank wood flooring li I I 0 o DN iv _ d Alcove to 42" Vanity &Sink 6„ 12 A4.2 10 Mudroom I I m (4) 2x12 Stringers, 1-1/2" O handrail I ]ADN - unlesthrou9ootherwlise nloted I I 5Guest Bathroom g @ 2'-10" above nosing tread LJ `��I 17" 2'-10" R.O. 7" A4.1 6 � " © C7- ° ---- , i z - j 5'-5" R.O. 7" Closet I! 4'-9" 4' 9" I 6 1/ 7'-3" 6 1/ ' 4'- ' 4 -9" o elGuest O G 1 I i� Shf &Rod E - --- -- 00 � 1 t C II' 1 1I CE 106 CY 14" Bluestone coping; 1" nosing typical I Bluestone Porcti!LU P 9; J 1 CY 9 YP I 1 `D 1 1 Elev. 0' 6" °° i 1' 2" 2' 8" R O V-2" 5" 2' 8" R. 5' 13 i. I C Bluestone porch 11 I I 5'-0" T-6" N on concrete slab ii Office 16 A4.2 14 i j 1 4'-0" 1 0x1 0 PT Post w/ 1/2" + I- O- - 15 O chamfered corners, typ. I - DN 3R -'� _ - I 1 9 --- - - - -- --- - - ----.-- - N ih 14" Bluestone treads ----_ - Guest Bedroom - 13 N 16 14 O 10" 8'-4"10" A3.2 / - -- - - 15 uj Built-in lower cabinets and open bookshelves C above; stain grade �C - OO Above ' t 71 - 3'-6" j 7'-0" 3'-6" 9'-6" 10'-0" 2'-0" -� 14'-0" 29'-0" 61'-0" 1 A2.0 w I I C I C OO Above Built-in Wihdow Seat Y-6" 3'-6" 7'-0" 3'-6" 14'-0" 2'-0" I 0 F I N ARC H I T E C T U R E Ref. North' J ................ NEW CONSTRUCTION FOR I JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY 06390 Issued for Permit 10/30/17 .... .. ..... ............................ REVISIONS Q DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 j 1 REVISION [1] 12/01/17 I I ; I � I ! I i I � ............... [RINCIPAL JM.D .0 [.A. VTF] [ROJECT # 813] DESIGN DEVELOPMENT FIRST FLOOR PLAN i DOYLE COFFIN ARCHITECTURE, LLC 2017 [© o;,6a;munllmiuinuun .(_SHEET :QED ARO 0 Y� �O Al tiF yyST9T D• 0285$" j L Innntnm'�... J I_ I 1 1 ............. .- 2 - _... 3.......__..... _._. _._ ._............... .. _............ 4 ................ 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 & roof framing. 5. All dimensions shown to stud face. Verify in 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. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. Electrical Notes: 1. Provide & install new switches, wiring, outlets, etc. as required by code. Install new fixtures. 2. Provide & install new Smoke Detectors, and CO Detectors as required by code. 2. GC to provide wiring for all Telephone & 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 basement. All smoke detectors to be interconnected such that one detector will activate all building alarms. Smoke detectors shall be powered from the building wiring and a battery back-up. Carbon Monoxide Detectors are required outside each separate sleeping area in 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 battery back-up. Gable end wall projects 4" over A3.2 wall below; See Details, Typ. ----A Garage Staircase: 10" Treads (10" min.) t7 21/32" Risers (7 3/4" max.) (4) 2x12 Stringers, 1-1/2" 0 handrail @ 2'-10" above nosing tread 3 A3.2 A2.0 2 1 Center windows on gable CENTERLINE — — Sloped copper sill ........................... .... 5 . ....._ .. _................ 6. __..� .. 7 3 A2.0 1 3 A3.1 I �............. ..... --------- W I I I Z l W I . . 1 9 I H Ex p with 24" glass door U �i rviasonry cnrmney p y Oz o 00 Acoustic batt insulation --- `O L o V N s N °D N Nat all bedroom & g c i - - Bedroom #1 "' N o bathroom walls, typ V, Playroom oom _ o g ( II o 12 A4.3 10 •� ° T 208 O `0 I I co d o > �I oN Alcove o T 13 q Sloped copper N 11 ..._.__.. _.._..... A-� N O sill Main Staircase; .._..._ _.. _.....-._....._ .. ..............-......-. _.._..._. 16 14 ""._....o.Egress _._ ._.Egress ---.--._ 10" Treads (10" min.) ..._.... — —12 0— — — 2-02 7'— — — —7 518"Ris@rs F7 3f4" — — — — — o — — — — — — (4) 2x12 Stringers, 1-1/2" 0 handrail 0 - Center windows 15 �' g — @ 2'-10" above nosingtread I �' on able o v h o Center door on v 6" T-0" 1'-8" T-8" R.O. 5'-2" 6'-3 /2" 00 0 201 — �— Cased Q enin------ m — _./ ---� C b 4 A2.0 hallway wall m > ° v O 9pening 4 o .+ o vi Bedroom #2 —INC _______}_________ 17 >I \ Acoustic batt insulation d d 0 _ I I I I {f ;:, 2 00 o at all bedroom & oo N 0.6 G C? bathroom walls, typ iv () I I Tile Shower ` ,'� 00 C1 5 % ,... 0 A4.3 18 r - I I I ( 34'-s"x3' 0"{, to c :.:..: 3 -- ---------- -- S -a --�— ID I'r Stair Hall 1 — --7-19 — — -------------- -- — ih Tile shower, frameless er i•, 7 i glass shower enclosure in y < < } t \-?" Bathroom #1 with 24" glass door i I I 5 0 k 8 6 - ............................ .. 7 — S +e ' ( lobed Sill + I _ I , Built-in Window Seat WI z �I W U 1 A2.0 4 N D M7 L E I ('] 0""' F 1- �t�RCiiITECTURE �— `t I T 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203 431 9764 fax info@doylecoffinarchitecture.com doylecoffinarchitecture.com : i I ! 4'-0" I 10' 0" I I N 5 i L...... .... ....... ... ................. ........ ................. ....... ..... ......................................... ......... ..... ............... ..J i I i I i r 1 NOTES Typical EPDM Roof EPDM Roofing System Rigid Insulation, Tapered 3/4" T&G CDX Plywood Sheathi qI Prefnhrirated Air Baffle — — — — I — L — — — — —J WI z �I W U 1 A2.0 4 N D M7 L E I ('] 0""' F 1- �t�RCiiITECTURE V:�) Ref, Northi I I L ........................................................................................................... ......... .. .... .......... ..... ...........� NEW CONSTRUCTION FOR l JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY 06390 i! ! L_J ....................... .... issued for Permit 10/30/17 ....................... REVISIONS I; 'I j DESCRIPTION DATE I ISSUED FOR PRICING [1] 04/29/16 i ISSUED FOR PRICING [2] j 12/01/16 1 REVISION [1] 12/01/17 j I I I it I I i i I l I IL J CRINCIPAL ............................... JMD] FP A. VTF] PROJECT # 813 E .. �❑ _................. ._......... ...... DESIGN DEVELOPMENT I ! SECOND FLOOR PLAN i �_..... .................... .... _ . ...... ....... ...... ... ..... ...... _.� O DOYLE COFFIN ARCHITECTURE, LLC 2017 ................. _._._.. ....... . �.. - I SHEET . , (SCO q ,.., pC D Oy 0 J'y�T �• 02355 Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203 431 9764 fax info@doylecoffinarchitecture.com doylecoffinarchitecture.com : i I ! I I I I I i i I I i L...... .... ....... ... ................. ........ ................. ....... ..... ......................................... ......... ..... ............... ..J i I i I i r 1 NOTES V:�) Ref, Northi I I L ........................................................................................................... ......... .. .... .......... ..... ...........� NEW CONSTRUCTION FOR l JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY 06390 i! ! L_J ....................... .... issued for Permit 10/30/17 ....................... REVISIONS I; 'I j DESCRIPTION DATE I ISSUED FOR PRICING [1] 04/29/16 i ISSUED FOR PRICING [2] j 12/01/16 1 REVISION [1] 12/01/17 j I I I it I I i i I l I IL J CRINCIPAL ............................... JMD] FP A. VTF] PROJECT # 813 E .. �❑ _................. ._......... ...... DESIGN DEVELOPMENT I ! SECOND FLOOR PLAN i �_..... .................... .... _ . ...... ....... ...... ... ..... ...... _.� O DOYLE COFFIN ARCHITECTURE, LLC 2017 ................. _._._.. ....... . �.. - I SHEET . , (SCO q ,.., pC D Oy 0 J'y�T �• 02355 1 �......._.__._ .. _...... ............ 1 . ... ..................._..._........... .......... .... - 3.. ..... ............--_ I - -_. _..._4. ... .. IW a C A F N Outline of exterior wall below shown dashed Tvuical Asuhalt Shinale Roof Architectural Asphalt Shingles Ice & Water Shield to 6' Above Eave 5/8" ZlPsystem Sheathing Rafters @ 16" o.c. (See Framing Plan) R-49 Batt Insulation 5 0 7 1 ............................... 8 4 Mil PolyVapor Barrier 1/2" Gypsum Board (Finished Spaces) Doyle Coffin Architecture, LLC i 5 1�12__- Shingle prow, see j t- __. __ ....... .. ..... I -- - - 5' Aluminum half -round ----r----]- I doylecoffinarchitecture. com Elevations &Details I 1 I ! ! I I I ...... ... ..................� .......... .... ----- --- - I g utters, roof mounted; 4" I L- ........... ........... --!----- iF 7 I ! ............................ I iL- I III , I aluminum downspouts, typ. 1 ... Note: Ice & water shiled over N I ! i' '' I �' 5 / 12° 5° / 12" valley; to 18" each side, typ. ! I I I I 3 ----------_..--........---------------...........--_....._.. ----- _ r�-- -----7- 7-7 - Roof overbuild; shown I hatched, typ I - .............. r4.. il'I j I i 1 !, Install ice &water shield to 24' T - i'' 1 f _.. .... _................................. I t� 12/12 L Outline of exterior wall .I 2" 12" —12" 12"12/12 ? --- --- 12'/12" 1 4---- _- ------' - ------- _ I 1 below shown dashed I I i t- SII ! , : i _... Covered Garagee I ' 1I I Outline of exterior wall I :N h j ✓�k iv I below shown dashed I I I I I li ! !1 I Typical Asphalt Shingle Roof 1 _.. _._... y u { Architectural Asphalt Shingles P 9 t_. ' N Ice &Water Shield to 6 Above Eave - - - _.... i � l - - 5/8" ZlPsystem Sheathing I ... ...... . .........::......_:. _....... j __.. I Rafters @ 16" o.c. (See Framing Plan) ! i I R-49 Batt Insulation __. ._. ;1 Shingle prow, see 4 Mil Poly Vapor Barrier t Elevations &Details 1 2" sum Board Finished S aces / G I t 9. of exterior wall below shown dashed 5" Aluminum half -round gutters, roof mounted; 4" aluminum downspouts, typ. Note: Ice & water shiled over valley; to 18" each side, typ. Roof overbuild; shown hatched, typ. Typical Asphalt Shingle Roof Architectural AsphaltShingles Ice & Water Shield to 6' Above Eave 5/8" ZlPsystem Sheathing Rafters @ 16" o.c. (See Framing Plan) R-49 Batt Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board (Finished Spaces) Masonry chimney, bluestone cap; copper flashing, typ. Cricket, copper flashing, typ. . 9 Shingle prow, see Elevations & Details II ' ... ... ... .. ...... I c ----- } I � overbuild; shown T hatched, typ. - -�- -f r12 12 ITITI --- ---- ----1 Note: Ice &water shiled over Outline ROOF PLAN A1.4 3/16" = V-0" i �........... ..... .... .............. ...... ........ ..._.._.... ... ......._.. .. ................,...... _.. ......... ............................... ...... ......._...__...... .. ..... _......................................... .... ..................... ............... valley; to 18" each side, typ. 5" Aluminum half -round gutters, roof mounted; 4" aluminum downspouts, typ. Tvvical Asohalt Shingle Roof Architectural Asphalt Shingles Ice & Water Shield to 6' Above Eave 5/8" ZlPsystem Sheathing Rafters @ 16" o.c. (See Framing Plan) R-49 Batt Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board (Finished Spaces) Outline of exterior wall below shown dashed I L h q -.A 71"0117 " 1 " 0 F F I 1i ARCS - IITECTURE I Doyle Coffin Architecture, LLC 158 Danbury Road Shingle prow, see j t- __. __ ....... .. ..... I ! ----r----]- doylecoffinarchitecture. com Elevations &Details I ! ! I i ...... ... ..................� I I I ; I I L- ........... ........... --!----- iF 7 I ! ............................ I iL- I III , I ... N N 3 I C%j .............. r4.. il'I j I i 1 !, Install ice &water shield to 24' ! !'' I up vertical wall & 24" over roof 12� L Outline of exterior wall .I ? I - 1 ......... ..... _ I 1 below shown dashed i j Ii SII i _... Covered Garagee 1I tJtIIj Connector172 ✓�k y u { /✓ ' N � .. ....��V II ' ... ... ... .. ...... I c ----- } I � overbuild; shown T hatched, typ. - -�- -f r12 12 ITITI --- ---- ----1 Note: Ice &water shiled over Outline ROOF PLAN A1.4 3/16" = V-0" i �........... ..... .... .............. ...... ........ ..._.._.... ... ......._.. .. ................,...... _.. ......... ............................... ...... ......._...__...... .. ..... _......................................... .... ..................... ............... valley; to 18" each side, typ. 5" Aluminum half -round gutters, roof mounted; 4" aluminum downspouts, typ. Tvvical Asohalt Shingle Roof Architectural Asphalt Shingles Ice & Water Shield to 6' Above Eave 5/8" ZlPsystem Sheathing Rafters @ 16" o.c. (See Framing Plan) R-49 Batt Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board (Finished Spaces) Outline of exterior wall below shown dashed I L h q -.A 71"0117 " 1 " 0 F F I 1i ARCS - IITECTURE I Doyle Coffin Architecture, LLC 158 Danbury Road j Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarchitecture.com doylecoffinarchitecture. com I ! ! I i ...... ... ..................� I I I ; I I L- ........... ........... ! I J iF I I I ! ............................ I iL- I I I , I NOTES II II ii i JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 C LOT 6 FISHERS ISLAND, NY I.. I'! 06390 9 L_ J L_ .......... J r. ... ...._..... ........... GENERAL NOTES Issued for Permit r 1 / : I 0 30/17 Construction Notes: REVISIONS ! I; 1. New walls shown shaded, typ. 2. All interior partitions to be 2x4 studs @ 16"oc. Z� DESCRIPTION i ; DATE 3. All exterior walls to be 2x6 studs @ 16"oc. 4. See Framing Plans and/or Sections for floor ISSUED FOR PRICING [1] 04/29/16 & roof framing. ISSUED FOR PRICING [2] 12/01/16 5. All dimensions shown to stud face. Verify in ! 1 REVISION [1] 12/01/17 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. 9. Provide & install new plumbing fixture as 1 shown, tie into existing plumbing system. Electrical Notes: L. _I 1. Provide & install new switches, wiring,- outlets, etc. as required by code. Install new I [RINCIPAL JMD] fixtures. 2. Provide & install new Smoke Detectors, P.A. VTF and CO Detectors as required by code. .... - - . ................ . 2. GC to provide wiring for all Telephone & PROJECT # 813 .......... Data outlets, coordinate locations with owner. Smoke Detectors are required: in each ? DESIGN DEVELOPMENT sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms at all stories of the dwelling, including the basement. All smoke detectors to be interconnected such that one detector will ROOF PLAN activate all building alarms. Smoke detectors shall be powered from the building wiring and a battery back-up. J ........................................... Carbon Monoxide Detectors are required outside each separate sleeping area in the �O I)OYLE COFFIN ARCHITECTURE, LLC 2017 immediate vicinity of the bedrooms. All CO \\�`I+++Iilll'li+/ Detectors to be interconnected such that one [—SHEET detector will activate all building alarms. CO "°� EDA Detectors shall be powered from the building M o wiring and a battery back-up. oN o Al M4 L ti s�qT 02855 ! x - J I__, rnrerre�nnnttnNn.. � L 0 N it cond Floor -Garage �-173TC_ - — -2-4- EAST ELEVATION -GARAGE 1/8" = V-0" rh Second Floor-Garaqe 10,-1 T.O. Foundation -Garage WEST ELEVATION -GARAGE 1/8" = V-01" SOUTH ELEVATION 1/8" = V-121" Masonry chimney, Gable roof overhang; copper flashing, typ. window bump -out below Roof- — - — - — - — - — - — - — - — - — - — - - — - — -- Architectural Asphalt Architectural Asphalt Shingle Roof Shingle Roof Shingle inlay, diamond Shingle prow, see Elevations & Details Pattern to align with shingles Shingle inlay, diamond pattern to align with shingles Synthetic rake trim; .. ....... ... - Shingle prow, see painted, typ.L", Elevations & Details i i i LLI Gable dormer Install ice & water shield to 24" up vertical wall & 24" over roof H@ M& JU Tr- -- 4 rk Second Floor j Architectural Asphalt Roof . . ... ...... ... . ......... l (Y 13/4 (-h To Plate -FF _j 9'-1 1/8" 5" Aluminum half -round _LQL + Cedar shingle siding; gutters, roof mounted; 4" 5" exposure, typ. aluminum downspouts, typ. Ships knee brackets, see Details Outdoor shower enclosure on wood decking, see Details III', j=04 First Floor -62'-0" T.O. Foundation - — - — - — rl 1 ------------ 7 Garacle - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __________________________I ------------------------- LJ___ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j Window bump -out, see Details Basement— — — - — - — - — - — - — -- -101-9 1/81, — - — - — - — - — - — - — L------------------------------------------- J 3 NORTH ELEVATION �A2.0 1/8" = V-0" Al I... . .. .... ...- 7. Shingle prow, see Elevations & Details 9 10 Masonry chimney, copper flashing, typ. EAST ELEVATION 1/8" = V-0" Masonry chimney, copper flashing, typ. Roof _ - 6'-8" - — - — - — - — - — - — - — - — 2 - — - — - — - — - — - — - — - Architectural Asphalt — Gable roof overhang; T. window bump -out below Shingle Roof J Architectural Asphalt Gable roof overhang; Shingle Roof window bump -out below Synthetic rake trim; painted, typ. Gable dormer 7O 77 Architectural Asphalt A3.2 Shingle Roof rk Second Floorf-. _10'_1 3f4_� --- - - - - - - - - - - - --7- 7- 5" Aluminum half round gutters, roof mounted; 4" j,"L aluminum downspouts, typ.112 A3.2 Screen Porch; painted, typ. Q�First Floor XN7\ 62'-0" T.O. Foundation ....... .. ......... . .... . ......... H 4 - - - - - - - - - - - - - -- - - - - - - - ----I, Basement - — - — - — - — - — - -10'-91/8" F1 - - - - - - - -------------------— - — - — - — - — - — - — - — - — I - - -- - - -- -_-------------------------J WEST ELEVATION 1/8" = V-121" Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203 143119764 fax i info@doylecoffinarcliitecture.com doylecoffinarchitecture.corn I .... ... . .... . .. . . . ... .... . .... ............. ....... .... . ..... .. . ... .... .... F L... .. . .... .... . .. . . . . . ... . .. ..... . .......... II NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY 06390 ... ...... .... ...... . Issued for Permit 10/30/17 ....... .. . REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 REVISION [1] 12/01/17 _J L PRINCIPAL M C.A. VTF] EXTERIOR ELEVATIONS II . .. .. . ..... .. . O DOYLE COFFIN ARCHITECTURE, LLC 2017 ...... ...... . . ...... FsHEET A 0.85 . ... .. ...... I L Masonry chimney, copper flashing, typ. Roof 264 - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — . .. . ..... ..... -- .. ... ......... .. . .. . . .. .. Architectural As.................................phalt Shingle Roof Architectural Asphalt ... ... Shingle inlay, diamond Shingle Roof pattern to align with shingles Shingle prow, see Shingle prow, see ....... . .. . . ..... & Gable roof overhang; Elevations & Detail Elevations & Details window bump -out below ... .... ....... . Synthetic rake trim; , Covered garage connector 7 � ­­ B painted, typ. L Shingle inlay, diamond to align with shingles S cond Floor 00 : , - , . , I . . .......... .. I 11;1� I 7 77t, - , , , I T.�_ "f .7 — pattern - — - — - — - — - — -1 3/4" - — - — - — - — - — T! Plate -FF 9 1p i-/ 1.4." kj- -1 T F1 _H Cedar shingle siding- LM 5" Aluminum half -round 5" exposure, typ. @D gutters, roof mounted; 4" aluminum downspouts, typ. rk First Floor Window bump -out, Details 0z, 7777� see 11U 62'-0" Ln — - — - — - T.O. Foundation J 1H I H Garaccle overed entry & -2--0" Llluestone steps -----------------------------------i------------------ -1 F, - - - - - - - - - - - - - - - - - - ------------ - - - - - - - - - - - - - - - - - - - - - - r - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L-_- ----- - - - - - ------ L------------ --- J - - - - - - - - - - - - - - - - - L_ _j 1 0x1 0 PT Post w/ 112 chamfered corners, typ. Bisement — - — - — - — - — - — - — - — - — - — -- — - — - — - — - — - — - — - — - — - — ---- — - — - — - — - — - — - — - — - — - — 10'-bi/8" -10'-91/8" r-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I L--------------------------------------------------------------- J SOUTH ELEVATION 1/8" = V-121" Masonry chimney, Gable roof overhang; copper flashing, typ. window bump -out below Roof- — - — - — - — - — - — - — - — - — - — - - — - — -- Architectural Asphalt Architectural Asphalt Shingle Roof Shingle Roof Shingle inlay, diamond Shingle prow, see Elevations & Details Pattern to align with shingles Shingle inlay, diamond pattern to align with shingles Synthetic rake trim; .. ....... ... - Shingle prow, see painted, typ.L", Elevations & Details i i i LLI Gable dormer Install ice & water shield to 24" up vertical wall & 24" over roof H@ M& JU Tr- -- 4 rk Second Floor j Architectural Asphalt Roof . . ... ...... ... . ......... l (Y 13/4 (-h To Plate -FF _j 9'-1 1/8" 5" Aluminum half -round _LQL + Cedar shingle siding; gutters, roof mounted; 4" 5" exposure, typ. aluminum downspouts, typ. Ships knee brackets, see Details Outdoor shower enclosure on wood decking, see Details III', j=04 First Floor -62'-0" T.O. Foundation - — - — - — rl 1 ------------ 7 Garacle - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __________________________I ------------------------- LJ___ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j Window bump -out, see Details Basement— — — - — - — - — - — - — -- -101-9 1/81, — - — - — - — - — - — - — L------------------------------------------- J 3 NORTH ELEVATION �A2.0 1/8" = V-0" Al I... . .. .... ...- 7. Shingle prow, see Elevations & Details 9 10 Masonry chimney, copper flashing, typ. EAST ELEVATION 1/8" = V-0" Masonry chimney, copper flashing, typ. Roof _ - 6'-8" - — - — - — - — - — - — - — - — 2 - — - — - — - — - — - — - — - Architectural Asphalt — Gable roof overhang; T. window bump -out below Shingle Roof J Architectural Asphalt Gable roof overhang; Shingle Roof window bump -out below Synthetic rake trim; painted, typ. Gable dormer 7O 77 Architectural Asphalt A3.2 Shingle Roof rk Second Floorf-. _10'_1 3f4_� --- - - - - - - - - - - - --7- 7- 5" Aluminum half round gutters, roof mounted; 4" j,"L aluminum downspouts, typ.112 A3.2 Screen Porch; painted, typ. Q�First Floor XN7\ 62'-0" T.O. Foundation ....... .. ......... . .... . ......... H 4 - - - - - - - - - - - - - -- - - - - - - - ----I, Basement - — - — - — - — - — - -10'-91/8" F1 - - - - - - - -------------------— - — - — - — - — - — - — - — - — I - - -- - - -- -_-------------------------J WEST ELEVATION 1/8" = V-121" Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203 143119764 fax i info@doylecoffinarcliitecture.com doylecoffinarchitecture.corn I .... ... . .... . .. . . . ... .... . .... ............. ....... .... . ..... .. . ... .... .... F L... .. . .... .... . .. . . . . . ... . .. ..... . .......... II NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY 06390 ... ...... .... ...... . Issued for Permit 10/30/17 ....... .. . REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 REVISION [1] 12/01/17 _J L PRINCIPAL M C.A. VTF] EXTERIOR ELEVATIONS II . .. .. . ..... .. . O DOYLE COFFIN ARCHITECTURE, LLC 2017 ...... ...... . . ...... FsHEET A 0.85 . ... .. ...... I L ❑9 E F G W .. .....................I..............................................1......... 12............ ... .. . ....J...................................... ... ................... . 3 . . ........ ... 4.... . .. . ......................._........................................ 5 J ....... .. ._..... ROOM FINISH SCHEDULE Doyle Coffin Architecture, LLC i 158 Danbury Road FISHERS ISLAND, NY L-1 Ridgefield, Connecticut 06877 GENERAL NOTES ,Issued for Permit ] F 10/30/17 Cedar Shingle Siding — 1. New walls shown shaded, typ. 203 143119764 fax Cedar Shingle Siding info@doylecoffinarchitecture.com ROOM FLOOR doylecoffinarchitecture.com 1/2" ZlPsystem Sheathing L_ WALLS 1 1/2" ZlPsystem R-Sheating CEILING & millwork as required, typ. I� MILLWORK ......... .... ...... .... ........... ....... ._...._..._......._........_......... .. .... _............. MAT. BASE NORTH EAST SOUTH WEST MAT. FIN. HGT. TRIM TYPES WAINSCOT MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. BASE CASING CROWN CHAIR RAIL �PANEL�FINISH Not Placed CONSTRUCTION WITHOUT A SEALED SET OF [PROJECT # 813] @ 16" o.c. CONSTRUCTION DOCUMENTS FROM THE Data outlets, coordinate locations with owner. L_ @ 16" o.c. NOTES i I I r, N sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; WALL TYPES & Storage/Spare Space N/A I Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2 -Part 2 -Part SCHEDULE Basement shall be powered from the building wiring and a 4` _ battery back-up. _.......... ...._.................. ......._........ . Carbon Monoxide Detectors are required ! ......... ..... . �© DOYLE COFFIN ARCHITECTURE, LLC 2017 ] outside each separate sleeping area in the w - _--- - -- -..-------- - immediate vicinity of the bedrooms. All CO -` - i�,. noY W Mechanical Room wiring and a battery back-up. Conc. MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint 9'-11 3/8" 2 -Part Stair Hall Conc. MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint 9'-11 3/8" 2 -Part Storage Conc. MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint MR-GWB Paint 9'-113/8" 2 -Part 5/8" Type'X' Gypsum Board Unfinished Basement 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 First Floor Alcove Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-11/8" 2 -Part 2 -Part 2 -Part • • TBD Closet Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 9'-11/8" 2 -Part 2 -Part N/A 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 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 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 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 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 Second Floor Alcove Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2 -Part 2 -Part 2 -Part 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 Bedroom #1 Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2 -Part 2 -Part Bedroom #2 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 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 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 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 Staircase Wood Wood GWB Paint GWB Paint GWB Paint GWB Paint GWB Paint 8'-6" 2 -Part 2 -Part Concrete Foundation Wall 0 .0 % 1/2" Gypsur 2x4 Stud Fr @ 16" o.c. 1/2" Gypsur U / 1 N .WALL TYPES A0.0 1 1/2" = 1'-0" 10/30/2017 4:10:13 PAI =X'ti d CMU Frost Wall d L L , 0 0 W a d B 5/8" Type 'X 2x4 Stud Fr @ 16" o.c. 5/8" Type)( DA 0 1/2" Gypsur 2x6 Stud Fr @ 16" o.c. 1/2" Gypsur E 5/8" Type 'X 2x6 Stud Fr @ 16" o.c. 5/8" Type 'X EA 1/2" Gypsum Bc 4 Mil Poly Vapor R-7.5 1-1/2" XP, Rigid Insulation 2x4 Stud Framir Flat @ 16" o.c. 1/2" Air Space h F 7 Fii R; R: R: Fi 1 9 4 TYPICAL CASING DETAIL A0.0 3" = 1'-0" Finish Wall, see Schedule M 3 1/2" Cambridge Casing 5/4x6 Flat Base Finish Floor, see Schedule 3 TYPICAL 2 -PART BASE A0.0 3" = 1'-0" Blocking as required Finish Ceiling, see Schedule 5 1/4" RSC Southport Crown 1x4 Flat Trim 7/8" RSC Beaded Inside Corner Finish Wall, see Schedule 2 TYPICAL 2 -PART CROWN A0.0 3" = 1'-0" EIC 0 IF F I N i ARCHITECTU RE Doyle Coffin Architecture, LLC i 158 Danbury Road FISHERS ISLAND, NY L-1 Ridgefield, Connecticut 06877 GENERAL NOTES ,Issued for Permit ] F 10/30/17 Cedar Shingle Siding — 1. New walls shown shaded, typ. 203 143119764 fax Cedar Shingle Siding info@doylecoffinarchitecture.com ISSUED FOR PRICING [1] ! 04/29/16 4. See Framing Plans and/or Sections for floor doylecoffinarchitecture.com 1/2" ZlPsystem Sheathing L_ field all dimensions prior to construction. 1 1/2" ZlPsystem R-Sheating patch & repair wall finish, flooring, ceiling finish & millwork as required, typ. I� 7. Paint all new walls, areas of patched walls ......... .... ...... .... ........... ....... ._...._..._......._........_......... .. .... _............. i I 7/16" OSB + 1" Rigid Foam, R-6 I j fixtures. I I 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. PRELIMINARY NOT FOR CONSTRUCTION Electrical Notes:L- THIS COMPUTER FILE / DRAWING IS FOR 2x6 Stud Framing PRINCIPAL JMD] Q �,•Q INFORMATIONAL PURPOSES ONLY AND IS NOT 2x6 Stud Framing INTENDED FOR CONSTRUCTION. DO NOT START ..... ... . [P.A. VTF] CONSTRUCTION WITHOUT A SEALED SET OF [PROJECT # 813] @ 16" o.c. CONSTRUCTION DOCUMENTS FROM THE Data outlets, coordinate locations with owner. L_ @ 16" o.c. NOTES i I I r, N sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; WALL TYPES & CD at all stories of the dwelling, including the 00 basement. All smoke detectors to be ROOM FINISH interconnected such that one detector will 1I v N O activate all building alarms. Smoke detectors SCHEDULE shall be powered from the building wiring and a 4` _ battery back-up. _.......... ...._.................. ......._........ . Carbon Monoxide Detectors are required ! ......... ..... . �© DOYLE COFFIN ARCHITECTURE, LLC 2017 ] outside each separate sleeping area in the w - _--- - -- -..-------- - immediate vicinity of the bedrooms. All CO -` - i�,. noY W wiring and a battery back-up. 028sy�� OF JL- JL_ J J R-21 Roxul Batt Insulation R-21 Spray Foam Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board Ll 5/8" Type'X' Gypsum Board C CA 1/2" Gypsur 2x6 Stud Fr @ 16" o.c. 1/2" Gypsur E 5/8" Type 'X 2x6 Stud Fr @ 16" o.c. 5/8" Type 'X EA 1/2" Gypsum Bc 4 Mil Poly Vapor R-7.5 1-1/2" XP, Rigid Insulation 2x4 Stud Framir Flat @ 16" o.c. 1/2" Air Space h F 7 Fii R; R: R: Fi 1 9 4 TYPICAL CASING DETAIL A0.0 3" = 1'-0" Finish Wall, see Schedule M 3 1/2" Cambridge Casing 5/4x6 Flat Base Finish Floor, see Schedule 3 TYPICAL 2 -PART BASE A0.0 3" = 1'-0" Blocking as required Finish Ceiling, see Schedule 5 1/4" RSC Southport Crown 1x4 Flat Trim 7/8" RSC Beaded Inside Corner Finish Wall, see Schedule 2 TYPICAL 2 -PART CROWN A0.0 3" = 1'-0" EIC 0 IF F I N i ARCHITECTU RE I NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER Doyle Coffin Architecture, LLC i 158 Danbury Road FISHERS ISLAND, NY L-1 Ridgefield, Connecticut 06877 GENERAL NOTES ,Issued for Permit ] F 10/30/17 203143116001 REVISIONS 1. New walls shown shaded, typ. 203 143119764 fax 2. All interior partitions to be 2x4 studs @ 16"oc. info@doylecoffinarchitecture.com ISSUED FOR PRICING [1] ! 04/29/16 4. See Framing Plans and/or Sections for floor doylecoffinarchitecture.com &roof framing. 5. All dimensions shown to stud face. Verify in L_ 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. I� 7. Paint all new walls, areas of patched walls ......... .... ...... .... ........... ....... ._...._..._......._........_......... .. .... _............. i I 8. Provide & install new switches, wiring, I I j fixtures. I I 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. PRELIMINARY NOT FOR CONSTRUCTION Electrical Notes:L- THIS COMPUTER FILE / DRAWING IS FOR PRINCIPAL JMD] Q �,•Q INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START ..... ... . [P.A. VTF] CONSTRUCTION WITHOUT A SEALED SET OF [PROJECT # 813] CONSTRUCTION DOCUMENTS FROM THE Data outlets, coordinate locations with owner. L_ ARCHITECT. .......................... NOTES i I I I NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY L-1 J GENERAL NOTES ,Issued for Permit ] F 10/30/17 Construction Notes: REVISIONS 1. New walls shown shaded, typ. Q DESCRIPTION !DATE 2. All interior partitions to be 2x4 studs @ 16"oc. 3. All exterior walls to be 2x6 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 &roof framing. 5. All dimensions shown to stud face. Verify in 2 REVISION [2] 06/15/17 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 j fixtures. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. Electrical Notes:L- 1. Provide & install new switches, wiring, PRINCIPAL JMD] Q �,•Q outlets, etc. as required by code. Install new fixtures._ 2. Provide & install new Smoke Detectors, ..... ... . [P.A. VTF] and CO Detectors as required by code. _ 2. GC to provide wiring for all Telephone & [PROJECT # 813] Data outlets, coordinate locations with owner. Smoke Detectors are required: in each ............... .. DESIGN DEVELOPMENT r, N sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; WALL TYPES & CD at all stories of the dwelling, including the basement. All smoke detectors to be ROOM FINISH interconnected such that one detector will 1I v N activate all building alarms. Smoke detectors SCHEDULE shall be powered from the building wiring and a _ battery back-up. _.......... ...._.................. ......._........ . Carbon Monoxide Detectors are required ! ......... ..... . �© DOYLE COFFIN ARCHITECTURE, LLC 2017 ] outside each separate sleeping area in the - _--- - -- -..-------- - immediate vicinity of the bedrooms. All CO ,, SHEET D Q ACy� Detectors to be interconnected such that one detector will activate all building alarms. CO i�,. noY Detectors shall be powered from the building wiring and a battery back-up. 028sy�� OF JL- JL_ J J Q�econd Floor _681'-1 3/4" Flush beam, see Structural Drawings (-h To Plate -FF f/T'__ N-1 Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203 143119764 fax info@doylecoffinarcliitecture.com doylecoffinarchitecture.corn i L ................. ... ...... . ........... .. . Marvin Clad Ultimate NG 0 :E Window, see Schedule Z W i' IT Typical Floor Finish Floor, bee 6chedule 'I 300 3/4" AdvanTech Engineered Subfloor c 7 0 I -Joists @ 16" o.c. (See Framing Plan) 1/2" Gypsum Board (Above Finish Space) 0 is y it LL A= Typical Exterior Wall LL LL Cedar Shingle Siding . ........ . .... 1/2" ZIPsystem Sheating 2x6 Stud Framing @ 16" O.C. R-21 Spray Foam Insulation 9 4 Mil Poly Vapor Barrier 1/2" Gypsum Board Note: Continuous waterproofing at sweeps; typ. Ice & water shield at shingle sweep sheathing joint rk First Floor F qU 62'-T- ;0 30" Shingle Sweep, see Details T.O. Foundation -1'-2 1/8"___ I I,4, Finish Grade; Varies Typical Foundation TOR_ 2x6 P.T. Sill Plate Foam Sill Sealer —1/ — _J 1/2"0x12" Galvanized Anchor Bolts @ 6'-0" o.c. (Frost Walls) 3/4"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Foudantion Walls) V-0" Max. in From Corners Wal Foundation Wall -I.J FU 0 0 ou '0 red Concrete Wall LL 2 ) ;05 Bars Continuous @ Top and 4. Bottom of Walls Unfinished Basement 0} CL Rub -R -Wall Waterproofing 4 0 2" Insulating Drainage Board E 0 Poured Concrete Spread Footing Bottom of Footing Shall] be 42" Below d) Grade on Undisturbed Soil, Typ. t3 co C 1 0 Typicalncrete Slab Floor 0 5_C66c �te _Slab 0- 6x6 1.4x1.4 w.w.f. Reinforcing 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier r- 6" Crushed Stone 5 Typical Footi I Drains 6" Perforated Pipe, —Holes Down a fl Filter Fabric II Drainage Fill to 6" Min. Surround II Basement -10'-9 1/8" II 4 Ill T.O. Footing . -11'-2 1/8" Qill B.O. F opting -12'-21/8" 4D3 WALL SECTION (1) 3.0 1/2" = 11-01, 10/30/2017 4:10:36 PAI Ridge Beam, See Masonry chimney, Structural Drawings copper flashing, typ. rh Roof IU 26'-87 — – — – — – — (3) 2x4 Post with 3 1/2" x 7" PSL Jack 3 1/2" x 7" PSL Jack (3) 2x4 Post with 2x6 King Studs, See Post to Ridge, See Post to Ridge, See 2x6 King Studs, See StructuralI Drawings Drawings Structural Structural Drawings Structural Drawings 777477-71l M I M M H M M 9 M M M M H M H M M P 77-7 m m m P1 P m m 5 7-77 v --777T Im m M M X62 I V T.O. Foundation _N q Unfinished Basement a, C) O 0? rh Basement -10'-9 1/8" 'g-10'-9 1/8-1 rh T.O. Footing _ I %J W.) -11'_2 1/8" ............... rh B.O. Footing – — – — – — — - -12'-2 1/8" BUILDING SECTION (1 1/4" = 11-0.. C) i. .0 CU -------------- IRS Bedroom Q. Zo 00 . .. .... ... 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 CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. L NOTES Marvin Clad Ultimate NG 0 :E Window, see Schedule Z W i' IT Typical Floor Finish Floor, bee 6chedule 'I 300 3/4" AdvanTech Engineered Subfloor c 7 0 I -Joists @ 16" o.c. (See Framing Plan) 1/2" Gypsum Board (Above Finish Space) 0 is y it LL A= Typical Exterior Wall LL LL Cedar Shingle Siding . ........ . .... 1/2" ZIPsystem Sheating 2x6 Stud Framing @ 16" O.C. R-21 Spray Foam Insulation 9 4 Mil Poly Vapor Barrier 1/2" Gypsum Board Note: Continuous waterproofing at sweeps; typ. Ice & water shield at shingle sweep sheathing joint rk First Floor F qU 62'-T- ;0 30" Shingle Sweep, see Details T.O. Foundation -1'-2 1/8"___ I I,4, Finish Grade; Varies Typical Foundation TOR_ 2x6 P.T. Sill Plate Foam Sill Sealer —1/ — _J 1/2"0x12" Galvanized Anchor Bolts @ 6'-0" o.c. (Frost Walls) 3/4"0x12" Galvanized Anchor Bolts @ 4'-0" o.c. (Foudantion Walls) V-0" Max. in From Corners Wal Foundation Wall -I.J FU 0 0 ou '0 red Concrete Wall LL 2 ) ;05 Bars Continuous @ Top and 4. Bottom of Walls Unfinished Basement 0} CL Rub -R -Wall Waterproofing 4 0 2" Insulating Drainage Board E 0 Poured Concrete Spread Footing Bottom of Footing Shall] be 42" Below d) Grade on Undisturbed Soil, Typ. t3 co C 1 0 Typicalncrete Slab Floor 0 5_C66c �te _Slab 0- 6x6 1.4x1.4 w.w.f. Reinforcing 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier r- 6" Crushed Stone 5 Typical Footi I Drains 6" Perforated Pipe, —Holes Down a fl Filter Fabric II Drainage Fill to 6" Min. Surround II Basement -10'-9 1/8" II 4 Ill T.O. Footing . -11'-2 1/8" Qill B.O. F opting -12'-21/8" 4D3 WALL SECTION (1) 3.0 1/2" = 11-01, 10/30/2017 4:10:36 PAI Ridge Beam, See Masonry chimney, Structural Drawings copper flashing, typ. rh Roof IU 26'-87 — – — – — – — (3) 2x4 Post with 3 1/2" x 7" PSL Jack 3 1/2" x 7" PSL Jack (3) 2x4 Post with 2x6 King Studs, See Post to Ridge, See Post to Ridge, See 2x6 King Studs, See StructuralI Drawings Drawings Structural Structural Drawings Structural Drawings 777477-71l M I M M H M M 9 M M M M H M H M M P 77-7 m m m P1 P m m 5 7-77 v --777T Im m M M X62 I V T.O. Foundation _N q Unfinished Basement a, C) O 0? rh Basement -10'-9 1/8" 'g-10'-9 1/8-1 rh T.O. Footing _ I %J W.) -11'_2 1/8" ............... rh B.O. Footing – — – — – — — - -12'-2 1/8" BUILDING SECTION (1 1/4" = 11-0.. C) - -1 ------------- ---------------- L •4 4 IF II Imq - - - - - - - - - - - - - - - - - - - - - - - - - - BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY I L Issued r Permit /30/17 REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 PRINCIPAL JMD1 1P A. VTl [PROJECT# 813] DESIGN DEVELOPMENT BUILDING & WALL SECTIONS D0Y1,FC0FFINARcHrrECTURE,LLC 2016 4" D A SHEET 00 y TA PF4 X 028 OF N -------------- IRS - -1 ------------- ---------------- L •4 4 IF II Imq - - - - - - - - - - - - - - - - - - - - - - - - - - BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY I L Issued r Permit /30/17 REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 PRINCIPAL JMD1 1P A. VTl [PROJECT# 813] DESIGN DEVELOPMENT BUILDING & WALL SECTIONS D0Y1,FC0FFINARcHrrECTURE,LLC 2016 4" D A SHEET 00 y TA PF4 X 028 OF N D 1..................................................................2 ....... 9 4 ..................... .. 44( Second Floor .. • .� Synthetic eave & fascia trim, painted; see details Tvoical Floor Finish Floor, See Schedule 3/4" AdvanTech Engineered Subfloor I -Joists @ 16" o.c. (See Framing Plan) 1/2" Gypsum Board (Above Finish Space) Typical Exterior Wall Cedar Shingle Siding Entry Hall 50 1/2" ZlPsystem Sheating 2x6 Stud Framing @ 16" o.c. o, R-21 Spray Foam Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board Typical Floor Above Basement Finish Floor, bee Schedule 3/4" AdvanTech Engineered Subfloor I -Joists @ 16" o.c. (See Framing Plan) R-30 Spray Foam Insulation 1/2" Gypsum Board (Above Finish Space) { Note: Continuous waterproofing ^ — at sweeps; typ. Ice & water shield at shingle sweep sheathing jointda First Floor _ _ _ _ _ 62.0" -- - ; -- e ' 30" Shingle Sweepy .see Details... T.O. Foundation 1'-2 1/8" /�— • .W Finish Grade; Varies I �J 9 6 gical Foundation To 6 P.T. Sill Plate ,. ° Foam Sill Sealer °. . 1/2"0x12" Galvanized Anchor: `'Bolts @ V-0" o.c. (Frost Walls) ° 3/4"0x12" Galvanized AnchorA ° ° Bolts @ 4'-0",o.c. Foudantion Walls ' 1'-0" Max: in From Corners Typical Foundation Wall 1 oure o_ncrete! Wall ------ (2) --- (2) #5 Bars Continuous @ Top and i Bottom of Walls Rub -R -Wall Waterproofing ° " Storage o 2" Insulating Drainage Board b Poured Concrete Spread Footing Bottom of Footing Shall be 42" Below Grade on Undisturbed Soil, Typ. Typical Concrete Slab Floor °° 5" oncrete Slab < 6x6 1.4x1.4 w.w.f. Reinforcing --- 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier 6" Crushed Stone Typical Footing Drains 11 $ 5 6" Perforated PVC Pipe, Holes Do n A3.2 Filter Fabric II . Drainage Fill to 6" Min. Surround u r Basement II T.O. Footing 11'-2 1/8" � 1B.O.Footing__ v -12'4118" WALL SECTION A3.1 1/2" = 1'-0" i i 10/30/2017 4:10:41 PM rn c 0 0 0 LL 0 CL H a� c 0 U 0 CL H Second Flooi 8'-91/4" Top Plate-Gz 7'-8 5%8" T.O. Foundal -1'-6"ge -2'-0" __J_ ........ . . _. 5 .................. . .. 1 6 ._................_...... ....7.. BUILDING SECTION (3) @ GARAGE 1/4" = 1'-0" rh Roof ––– –------ 26'-8"---––– { BUILDING SECTION A3.1 1/4" = 1'-0" e,N 8 9 ............. 10 i:. 12" # u, Typical Wood Roof f. i ' c PRELIMINARY NOT FOR CONSTRUCTION Cedar Shingles THIS COMPUTER FILE/ DRAWING IS FOR 12"� <lM, I I 30 Ib. Roofing Felt CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE 1x4 Lathe Sheathing @ 4" o.c.,` ARCHITECT. TIS NOTES I I� I I Rafters @ 16" o.c. (See Framing Plan) Prefabricated Air Baffle R-38 Batt Insulation t> 4 Mil Poly Vapor Barrier {#j _._-----___ 1/2" Gypsum Board { # Second Floor -Garage _ y ji co T? Plate -Garage – pp <{} t :., . .......... ....... _... } y s L Great >< gutters and downspouts ....... ...... .._...... . i " Bath Bathroom #1 Alcoy6! Synthetic eave & fascia trim, painted; see details ; Finish Floor, See Schedule : I - m kJoists @ 16" o.c. (See Framing Plan) .. _ . _. . F.... FL w 1/2" Gypsum Board (Above Finish Space) _..... _.. , .. o CL 0 Marvin Clad Ultimate NG i 0 Window, see Schedule I J 2 c Typical Exterior Wall I rill 1 cc BUILDING SECTION A3.1 1/4" = 1'-0" e,N 8 9 ............. 10 WALL SECTION (3) @ GARAGE 1/2" = 1'-0" i:. 12" # u, Typical Wood Roof f. i ' PRELIMINARY NOT FOR CONSTRUCTION Cedar Shingles THIS COMPUTER FILE/ DRAWING IS FOR 12"� <lM, I I 30 Ib. Roofing Felt CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE 1x4 Lathe Sheathing @ 4" o.c.,` ARCHITECT. NOTES I I� I I Rafters @ 16" o.c. (See Framing Plan) Prefabricated Air Baffle R-38 Batt Insulation £ 4 Mil Poly Vapor Barrier {#j _._-----___ 1/2" Gypsum Board { # Second Floor -Garage _ co T? Plate -Garage – pp 7'-8 5/8" Aluminum half -round F s L Great >< gutters and downspouts �i i " Synthetic eave & fascia trim, painted; see details Typical Floor Finish Floor, See Schedule : 3/4" AdvanTech Engineered Subfloor - m kJoists @ 16" o.c. (See Framing Plan) FL w 1/2" Gypsum Board (Above Finish Space) o CL 0 Marvin Clad Ultimate NG rn 0 Window, see Schedule 2 c Typical Exterior Wall I Two Car Garage rn cc Cedar Shingle Siding v 0 1/2" ZlPsystem Sheating a, LL 2x6 Stud Framing @ 16" o.c. o 0 R-21 Spray Foam Insulation _ 0 4 Mil Poly Vapor Barrier _. ~ 1/2" Gypsum Board II Ii IL, I CD 00 k Unfinished Basement e f NTypical Foundation Top -H o) 2x6 P.T. Sill Plate Hyl I I II : Foam Sill Sealer 1/2"0x12" Galvanized Anchor Bolts @ 6'-0" o.c. (Frost Walls) 3/4" 0x12" Galvanized Anchor < ' Bolts @ 4'-0" o.c. (Foudantion Walls) ? V-0" Max. in From Corners Note: Continuous Waterproofing . . 30" Shingle Sweep, see Details 9 P at sweeps; typ. Ice & water shield i at shingle sweep sheathing joint .' rW T.O. Foundation -Garage Garage Typical Foundation Wall 10" Poured Concrete Wall °' (2) #5 Bars Continuous @ Top and > Bottom of Walls °° Typical Concrete Slab Floor v Rub -R -Wall Waterproofing °ql 5Concrete Slab E 2" Insulating Drainage Board II ° 6x6 1.4x1.4 w.w.f. Reinforcing Poured Concrete Spread Footing° ib 2" Rigid Insulation, R-10 Min. 3 Bottom of Footing Shall be 42" Below ° II 10 Mil Poly Vapor Barrier E Grade on Undisturbed Soil, Typ. II ° 6" Crushed Stone n° Typical Footin Drains l WALL SECTION (3) @ GARAGE 1/2" = 1'-0" T, 1J, UY L E I C" 0 F FIN A RuFFITECTURE' Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 20314,3119764 fax info@doylecoffinarcliitecture.com doylecoffinarchitecture.coin .L J tF i:. J L f. i ' PRELIMINARY NOT FOR CONSTRUCTION THIS COMPUTER FILE/ DRAWING IS FOR <lM, I I I INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. NOTES I I� I I _._-----___ pp s L Great >< I n I i " Room X : ------ - N -- - - - _ iI I II _. II Ii IL, I k Unfinished Basement e II I II II II II � j I I I I Hyl I I II : ? I T, 1J, UY L E I C" 0 F FIN A RuFFITECTURE' Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 20314,3119764 fax info@doylecoffinarcliitecture.com doylecoffinarchitecture.coin .L J tF I Ref. North I� I NEW CONSTRUCTION FOR i I I' JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY Issued for Permit 10/30/17 REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 I I ' L L_ _ R, ❑e PRINCIPAL Checker] [P.A. Author] [PROJECT # 813] DESIGN DEVELOPMENT I BUILDING & WALL SECTIONS [© DOYLE COFFIN ARCHITECTURE, LLC 2016 ] (SHEET J L- i:. J L f. i ' PRELIMINARY NOT FOR CONSTRUCTION THIS COMPUTER FILE/ DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT I I INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. NOTES I I� I I I Ref. North I� I NEW CONSTRUCTION FOR i I I' JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY Issued for Permit 10/30/17 REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 I I ' L L_ _ R, ❑e PRINCIPAL Checker] [P.A. Author] [PROJECT # 813] DESIGN DEVELOPMENT I BUILDING & WALL SECTIONS [© DOYLE COFFIN ARCHITECTURE, LLC 2016 ] (SHEET J L- lypical Exterior Wall >' A! Cedar Shingle Siding 4 ie oe 1/2" ZIPsystem Sheating Stud load bearing wall Poured concrete & 8 2x6 Stud Framing @ 16" o.c. (2) #5 Bars Continuous @ Top and R-21 Spray Foam Insulation 4 1/2" Anchor bolt at 48" o.c. at CMU chimney base 4 Mil Poly Vapor Barrier Typical Ceill In 1/2" Gypsum Board Rub -R -Wall Waterproofing Crawl Space, see Structural notes Cedar Shingle Sweep 2" Insulating Drainage Board 30" Sweep; 4" Projection Typical Concrete Slab Floor Cedar Shingle Siding C1 (U Ceiling Joist 0 16" o.c. X 1/2" Zipsystem Sheathing 5" Concrete Slab 2x Blocking as required VJ First Floor T 7 B C/) T pica) Concrete Slab Floor 1 1/4" Rim board w/ integral 1" rigid 1/2" Gypsum Board foam insulation; R-10 Min., Typical Copper flashing with drip edge I-------------- - - - 10 Mil Poly Vapor Barrier T.O. Foundation 2" Rigid Insulation, R-10 Min. C EI H 2 Note: Continuous waterproofing at sweeps; typ. Ice & water shield at shingle sweep sheathing joirit. Typical Floor Finish Floor, ee Schedule .314" AdvanTech Engineered Subfloor I -Joists @ 16" o.c. (See Frarning-Plan) 1/2" Gypsum Board (Above Finish Space) - - - - - - - - - - - - - - - - - - - - - Typical Foundation To t J-) Concrete Foundation Wall Unfinished Basement Finish Grade; Varies A TYPICAL SHINGLE SWEEP @ FOUNDATION 3 4 5 12" 12" 12 12 Typical Wood Roof Cedar Shingles 30 lb. Roofing Felt 1x4 Lathe Sheathing @ 4" o.c. Rafters @ 16" o.c. (See Framing Plan) Prefabricated Air Baffle 1 R-38 Batt Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board Aluminum half -round gutters and downspouts Ceiling Joists @ 16" o.c. ToRim te-FF p — - — - — - — (� Synthetic eave & fascia I I 2 trim, painted; see details �.2 r - - - - - - - - - - - - - - - - - Shingle inlay, diamond pattern to align with shingles - — - — -- 5/48 Synthetic fascia trim; painted WALL SECTION @ GABLE WINGS 1/2" 10/30/2017 4:10:44 PM Typical Floor Above Basement mnisn moor, bee cicneauie 3/4" AdvanTech Engineered Subfloor 1 -Joists @ 16" o.c. (See Framing Plan) R-30 Spray Foam Insulation 1/2" Gypsum Board (Above Finish Space) T.O.Foundation -11'-2 1/8" >' A! 4 ie oe 10" Poured Concrete Wall4 Stud load bearing wall Poured concrete & 8 (2) #5 Bars Continuous @ Top and 4 1/2" Anchor bolt at 48" o.c. at CMU chimney base Typical Ceill In Rub -R -Wall Waterproofing Crawl Space, see Structural notes 2" Insulating Drainage Board Typical Concrete Slab Floor Fixed clad transom window; Ceiling Joist 0 16" o.c. X 5" Concrete Slab Bottom of Footing Shall be 42" Below (See Framing Plan) Grade on Undisturbed Soil, Typ. 6x6 1.4x1.4 w.w.f. Reinforcing T pica) Concrete Slab Floor see window schedule 1/2" Gypsum Board Concrete Slab ab I-------------- - - - 10 Mil Poly Vapor Barrier n 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier 6" Crushed Stone lypical Exterior Wall L II % 1/2" Movement joint at slab perimeter with flexible sealant, typ. L;tear Shingle Siding 2x4 Continuous key, typ. II rh Basement — - — - V�T 4 .4 7 Fixed clad window; .0 1/2" ZIPsystern Sheating 14 T.O_Footing . . . . . . " fl"I �4 I i T see window schedule (D 2x6 Stud Framing @ 16" o.c. 6TWPe Perforated PV(; Pipe, Holes Dow rf n 4. 4 4 1 l, #4 Rebar horizontal Filter Fabric I . 4 Drainage Fill to 6" Min. Surround R-21 Spray Foam Insulation 4 Mil Poly Vapor Barrieris$ at 18" o.c. Guest Bedroom -12'-21/8" i 1 x4 synthetic window C) 1/2" Gypsum Board i J+." trim; painted 0) #4 Rebar vertical at 12" o.c. Typical Foundation Wall Above Basement Typical Floor A 10" Poured Concrete Wall Window bump -out; install Finish Floor, See Schedule II II I 1/2" PT plywood soffit below 3/4" AdvanTech Engineered Subfloor Bottom of Walls Rub -R -Wall Waterproofing I -Joists @ 16" o.c. (See Framing Plan) 2" Insulating Drainage Board R-30 Spray Foam insulation Poured Concrete Spread Footing (0 5/4x4 synthetic corner 1/2" Gypsum Board (Above Finish Space) Bottom of Footing Shall be 42" Below -H trim; painted pica)ndation Top ES-Oi u11 - - - - - - L ---------- ip P.T. Plate Foam Sill Sealer 5" Concrete Slab 6x6 1.4x1.4 Reinforcing J I 5/4x6 synthetic trim board 1/2"0x12" Galvanized Anchor 2" Rigid Insulation, R-10 Min. w/ 2x cap; painted Bolts @ 6'-0" o.c. (Frost Walls) 6 10 Mil Poly Vapor Barrier 3/4"0x12" Galvanized Anchor r A3.2 Note: Continuous waterproofing Synthetic brackets, painted Bolts @ 4'-0" o.c. (Foudantion Walls) at sweeps; typ. Ice & water shield -0" Max. in From Corners Rebar owe at O.C. at shingle sweep sheathing joint lapped with verical bars q #4 Rebar at 12" o.c. First Floor- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - EC X�X X X - — - — - — - — -- ;0{3 lk6Z-0' 10'-9 1/8" 4 T.O. Footing A Shingle 30"x4"; 1:i:�- -41.±t4i 4H11 I i Li, 30" Shingle Sweep, see Details sweep see Details, typ. - — - — --- T.O.-- 0. Foundation B.O. Footing m '-w (3) #4 Bars continuous at bottom - — - — - — - — -- e 10, 11-111, -12'-2 1/8" e - — - — - — - — L�2 clear from bottom and sides 3'-4" 01 Exposed foundation, Finish Grade; Varies parged finish Typical Foundation Wall yplcal Concrete Slab Floor �te A , C ic 61al 6x6 1.4x1.4 w.w.f. Reinforcing n 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier .G 6" Crushed Stone 6fL FooingDrains M Pplecra orated PVC Pipe, Holes own Filter Fabric Drainage Fill to 61, Min. Surround .1 .4 — — — — — — — — — — — — — — — WALL SECTION @ GABLE WINGS 1/2" 10/30/2017 4:10:44 PM Typical Floor Above Basement mnisn moor, bee cicneauie 3/4" AdvanTech Engineered Subfloor 1 -Joists @ 16" o.c. (See Framing Plan) R-30 Spray Foam Insulation 1/2" Gypsum Board (Above Finish Space) T.O.Foundation -11'-2 1/8" 3/4" = 1'-0" Typical Foundation Wall >' A! 4 ie oe 10" Poured Concrete Wall4 Stud load bearing wall Poured concrete & 8 (2) #5 Bars Continuous @ Top and 4 1/2" Anchor bolt at 48" o.c. at CMU chimney base Rub -R -Wall Waterproofing Crawl Space, see Structural notes 2" Insulating Drainage Board Typical Concrete Slab Floor Poured Concrete Spread Footing X 5" Concrete Slab Bottom of Footing Shall be 42" Below Grade on Undisturbed Soil, Typ. 6x6 1.4x1.4 w.w.f. Reinforcing T pica) Concrete Slab Floor 2" Rigid Insulation, R-10 Min. Concrete Slab ab 6x6 1.411.4 w.w.f. Reinforcing 10 Mil Poly Vapor Barrier n 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier 6" Crushed Stone 6" Crushed StoneI II % 1/2" Movement joint at slab perimeter with flexible sealant, typ. 2x4 Continuous key, typ. II rh Basement — - — - V�T — - 7 101-9 14 T.O_Footing . . . . . . " fl"I �4 I _I % 4� I 6TWPe Perforated PV(; Pipe, Holes Dow rf n 4. 4 4 1 l, #4 Rebar horizontal Filter Fabric I . 4 Drainage Fill to 6" Min. Surround at 18" o.c. -12'-21/8" J+." = #4 Rebar vertical at 12" o.c. Typical Foundation Wall 10" Poured Concrete Wall II II (2) #4 Bars Continuous @ Top and Bottom of Walls Rub -R -Wall Waterproofing 2" Insulating Drainage Board Poured Concrete Spread Footing (0 Bottom of Footing Shall be 42" Below -H Grade on Undisturbed Soil, Typ. Typical Concrete Slab Floor 5" Concrete Slab 6x6 1.4x1.4 Reinforcing J I w.w.f. 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier 6" Crushed Stone Rebar owe at O.C. lapped with verical bars #4 Rebar at 12" o.c. ------ Basement X�X X X �X 4 10'-9 1/8" 4 T.O. Footing A 1:i:�- -41.±t4i 4H11 I i Li, -,Il- /8 B.O. Footing m '-w (3) #4 Bars continuous at bottom 7" ol e 10, 11-111, -12'-2 1/8" e of footing; lap 2'-0", place 3" clear from bottom and sides 3'-4" 01 3/4" = 1'-0" Typical Foundation Wall >' A! 4 ie oe 10" Poured Concrete Wall4 (2) #5 Bars Continuous @ Top and 4 Bottom of Walls Rub -R -Wall Waterproofing 2" Insulating Drainage Board Poured Concrete Spread Footing X Bottom of Footing Shall be 42" Below Grade on Undisturbed Soil, Typ. T pica) Concrete Slab Floor Concrete Slab ab 6x6 1.411.4 w.w.f. Reinforcing n 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier 6" Crushed StoneI II 1/2" Movement joint at slab perimeter with flexible sealant, typ. 2x4 Continuous key, typ. II rh Basement — - — - V�T — - 7 101-9 14 T.O_Footing . . . . . . " _I % 4� a oting Drains c 0 6TWPe Perforated PV(; Pipe, Holes Dow rf n 4. 4 4 1 l, Filter Fabric I . 4 Drainage Fill to 6" Min. Surround B 0. Footin -12'-21/8" TYPICAL FOUNDATION DETAIL 8 9 10 TYPICAL RAKE DETAIL (1 /2" = 1'-0" Typical Exterior Wall Cedar Shingle Siding; 5" Expo—sure 1" Rigid Insulation 1/2" ZIPsystem Sheating 2x6 Stud Framing @ 16" o.c. R-21 Spray Foram Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board Second Floor 10'-13/4" _ Copper flashing; pitched, typ Top Plate -FF 9'-11/&"_ Synthetic Crown Trim; REL WM45, Painted 1x4 Boral TruExterior Trim; Painted, typ. Boral TruExterior V - Rustic Soffit, painted Synthetic Bed Trim; REL WM72, Painted 514x8 Boral TruExterior Trim; Painted, typ. Typical Exterior Wall cedar ng e I Ing; 5" Expos 1" Rigid Insulation 1/2" ZiPsystem Sheating 2x6 Stud Framing @ 16" o.c. R-21 Spray Foram Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board 3 TYPICAL BAND DETAIL (1 \A3.2 1 1/2" Typical Wood Roof Cedar Shingles 30 lb. Roofing Felt 1x4 Lathe Sheathing @ 4" o.c. Rafters @ 16" o.c. (See Framing Plan) Prefabricated Air Baffle R-38 Batt Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board Typical Ceiling Ceiling Joists @ 16" o.c. (See Framing Plan) 1/2" Gypsum Board Drip edge flashing, typ. Aluminum half -round gutters and downspouts Top Plate -FF 9'-11/8" Synthetic Crown Trim; REL WM45, Painted 1A Boral TruExterior Trim; Painted, typ. Boral TruExterior V -Rustic Soffit, painted Synthetic Bed Trim; REL WM72, Painted 5/4x8 Boral TruExterior Trim; Painted, typ. Typical Exterior Wall ueaar tmingie,13iciing 1/2" ZIPsystem Sheating 2x6 Stud Framing @ 16" o.c R-21 Spray Foam Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board TYPICAL EAVE DETAIL (1 1 1/2" = 1'- 011 �2 V fl N 6" C) 6" TvDical Wood Roof Cedar Shingles 30 lb. Roofing Felt 1x4 Lathe Sheathing @ 4" o.c. Rafters @ 16" o.c. (See Framing Plan) Prefabricated Air Baffle R-38 Batt Insulation 4 Mil Poly Vapor Barrier 112" Gypsum Board Drip edge flashing, typ. Blocking as required, typ. Synthetic Crown Trim; REL WM45, Painted Shingle rake, typ Cedar Shingle Siding; 5" Exp 1" Rigid Insulation 1/2" ZIPsystem Sheating 2x6 Stud Framing @ 16" o.c. R-21 Spray Foram Insulation 4 Mil Poly Vapor Barrier 1/2" Gypsum Board 11 7/8" TJ I @ 16" O.C. to Ln 6 6 92 Cl) LO Ix Blocking as required, typ. 9�OCKing 600'V h` -rafters, typ. o.c. Simpson Rafter Tie @ each rafter, typ. 1-7 F I N AR. I TE C T U R E Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarchitecture.com doylecoffinarchitecture.com L ...... II .. ... ... ......... _J I 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 CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. NOTES NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY II I —Issued for Permit 10/30/17 REVISIONS 'A DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 I 1 REVISION [1] 12/28/16 I L . . PRINCIPAL JMD A. VTF E� '+ + + + % [P ROJECT # 813] JE DESIGN DEVELOPMENT WALL SECTIONS & DETAILS CO DO YLE COFFIN ARCHITECTURE, LLC 2016 . 111;1PJj1J7'1Z SHEET _,p,!F,D ARC 11%, /y, NM. 0 A- 0285 tk A GI - 2 - 3 ... .... .......... . . - . ....................... ........ . ................... . ... . ........... .... . .... . ... . - .. .. ... .. . .. . . . ...... . ........... . . . .. ..... ......... . .... . .... ....... GREAT ROOM 3/8" = 11-0.1 101-01, F@T1Z Master Bedroom H MASTER BEDROOM 3/8" = 1'-0" H MASTER BATHROOM V-011 10/30/2017 4:10:54 PA1 ---_-_ __--, �_� � I IIIA I �_ F PRELIMINARY NOT FOR CONSTRUCTION --- — - --- - -------- - - INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE L ARCHITECT. NOTES Great Room 116 101-01, F@T1Z Master Bedroom H MASTER BEDROOM 3/8" = 1'-0" H MASTER BATHROOM V-011 10/30/2017 4:10:54 PA1 D`vLEIC 11T, A, R C H ITECTU R E I Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarcliitecture.com doylecoffinarchitecture.com I 110 ---_-_ __--, �_� � I IIIA I �_ F PRELIMINARY NOT FOR CONSTRUCTION --- — - --- - -------- - - INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE L ARCHITECT. NOTES �-. ------ - - - ----- - ------ - ---- -- D`vLEIC 11T, A, R C H ITECTU R E I Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarcliitecture.com doylecoffinarchitecture.com I 110 NEW CONSTRUCTION FOR: JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND NY —Issued for Permit 10130/17 'REVISIONS A DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 —j L [RINCIPAL JMD] E A. VTF P EROJECT # 81 p F DESIGN DEVELOPMENT INTERIOR ELEVATIONS DOYLE COFFIN ARCHITECTURE, LLC 2016 .................. Fs—HEET A400!! 0. 0265i "�'OF t4sql F PRELIMINARY NOT FOR CONSTRUCTION THIS COMPUTER FILE I DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE L ARCHITECT. NOTES NEW CONSTRUCTION FOR: JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND NY —Issued for Permit 10130/17 'REVISIONS A DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 —j L [RINCIPAL JMD] E A. VTF P EROJECT # 81 p F DESIGN DEVELOPMENT INTERIOR ELEVATIONS DOYLE COFFIN ARCHITECTURE, LLC 2016 .................. Fs—HEET A400!! 0. 0265i "�'OF t4sql A! B C D U ........... ................. . .............. . .. . .... . ................ . .. . ......... .. .. ... MASTER ENTRY -1 A4.1 3/8" = 1'-0" 2 3 4 5 6 ........... .... . ........ . ........ ...... .. . ......... .... ....... . . . . . ...... . ..... ... - . ..... ... . . . .. ............ ....... ... ... ... ....... ................... . ­.. MASTER CLOSET -1 A4.1 3/8" = 1'-0" CUP (M) .. .. ... ... . ... ... .. . . . . ..... .. . ..... ............... .. GUEST BATHROOM -1 3/8" = 11-01, GWB painted, typ. — Typical interior door; flat panel wood door, painte Typical door casing w/ p block, see details & schi Typical 1 -part base trim, see details & schedule H 105 .... ... . . ... ... .. .. .... ........ ... . 13'GUEST BEDROOM -1 3/8" = 11-01, 10/30/2017 4:11:00 PILI 106 107 ................... ............ ............ .. ...... . ..... ­­ ............. 7 � 8 109 PRELIMINARY NOT FOR CONSTRUCTION Guest Bedroom THIS COMPUTER FILE / DRAWING IS FOR 109 t:Lt:VA I IUNb Ii Guest Bedroom DOYLE COFFIN ARCHITECTURE, LLC 2016 D [—SHEET A tic M. 00 P (P C 02B65 OF N _JL 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 CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. NOTES t:Lt:VA I IUNb Ii Guest Bedroom DOYLE COFFIN ARCHITECTURE, LLC 2016 D [—SHEET A tic M. 00 P (P C 02B65 OF N _JL A D 1: E ..... ....... .......... ................................ ... ... .. ... ......... ....... . ........................ .. ... .... ........ . ................... ........... ................. . ... ..... .. .. ........ . ... .. ... .... . . ....... (104 (LO -8) M) 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 CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. Office M) JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY Issued for Permit 10/30/17 REVISIONS A DESCRIPTION 'DATE G H (M) 112 L L PRINCIPAL JMD Rl PE A. VTFj k. FRO'JECT# 813] P DESIGN DEVELOPMENT INTERIOR ELEVATIONS DOYLE COFFIN ARCHITECTURE, LLC 2016 D A SHEET AV :p Aw A4 0 AGE TF F N —j L 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 CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. NOTES JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY Issued for Permit 10/30/17 REVISIONS A DESCRIPTION 'DATE G H (M) 112 L L PRINCIPAL JMD Rl PE A. VTFj k. FRO'JECT# 813] P DESIGN DEVELOPMENT INTERIOR ELEVATIONS DOYLE COFFIN ARCHITECTURE, LLC 2016 D A SHEET AV :p Aw A4 0 AGE TF F N —j L .....2 ... ... ....... ...... ..3........... 1 ............... ........ ...... .._ ......_.... ...... _................................... _ .................. mill MINIM iLLM111 C i D i i i 5 BEDROOM #2-1 A4.3 3/8" = 1'-0" Bedroom #2 . ...... ......... • 203 ' , -' 204 -- -- --- Bedroom #1 . ; 209 �• •' 210 L Bathroom #2 ............................. 9 BATHROOM #2-1 A4.3 318" = 1'-0" 17 BATHROOM #1-1 A4.3 3/8" = 1'-0" DOYLE i COFFIN ACI-IITECTU R E Bathroom #2 Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203 143119764 fax inf0oyleco ffinarchitecture.com i _ - � do lecoffinarchitecture.com I ! Bathroom'#2 L- © /v © �' Bedroom #2 . ...... ......... • 203 ' , -' 204 -- -- --- Bedroom #1 . ; 209 �• •' 210 L Bathroom #2 ............................. 9 BATHROOM #2-1 A4.3 318" = 1'-0" 17 BATHROOM #1-1 A4.3 3/8" = 1'-0" DOYLE i COFFIN ACI-IITECTU R E Bathroom #2 Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203 143119764 fax inf0oyleco ffinarchitecture.com i _ - � do lecoffinarchitecture.com Bathroom Z Ful 10, n NOTES Li F NEW CONSTRUCTION FOR I JAMES M. & DIANE M. BAKER #, BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY J F Issued for Permit 10/30/17 REVISIONS 0 DESCRIPTION . DATE ISSUED FOR PRICING [1] 04/29/16 I ISSUED FOR PRICING [2] 12/01/16 i ! I i j [PRINCIPAL JMD] Q �, �❑® [P.A. VTF] [ROJECT # 813] DESIGN DEVELOPMENT INTERIOR ELEVATIONS FO DOI'LE COFFIN ARCHITECTURE, LLC 2016 ] (SHEET .. a t N`_ D• 02855 L— �nmuip�rr�mn� �... I ! Bathroom'#2 L- 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 CONSTRUCTIONCHI S FROM THE DOCUMENT AR TECT Bathroom Z Ful 10, n NOTES Li F NEW CONSTRUCTION FOR I JAMES M. & DIANE M. BAKER #, BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY J F Issued for Permit 10/30/17 REVISIONS 0 DESCRIPTION . DATE ISSUED FOR PRICING [1] 04/29/16 I ISSUED FOR PRICING [2] 12/01/16 i ! I i j [PRINCIPAL JMD] Q �, �❑® [P.A. VTF] [ROJECT # 813] DESIGN DEVELOPMENT INTERIOR ELEVATIONS FO DOI'LE COFFIN ARCHITECTURE, LLC 2016 ] (SHEET .. a t N`_ D• 02855 L— �nmuip�rr�mn� �... ... ...... . . ---' .. . . .... ... . - 2 . 3 4 A B F GI 3/8" = 11-01, Playroom q 5 I 6 7 Stair Hall P 9 ]_ 10 1 TL N A R C H I T E C T U R E Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarcliitecture.com doylecoffinarchitecture.corn F BD 2 Sta.ir Hall 19 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 CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. NOTES L NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY Laundry Room Fissued for Permit 7. F 10/30/17 REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 L P JMD RINCIPAL [.A. VTF] Laundry Room EROJECT# 813] DESIGN DEVELOPMENT INTERIOR ELEVATIONS Li �E@ DoyLr,: COFFIN ARCHITECTURE, LLC 2016 AIQR�'��R��.'RAR PcR" 7 FsHEET A4 '� 0 02855 OF Nell I L General notes 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 Code as adopted by New York State where engineered design is required. 2. The structural components have been designed for the following live loads: Ground snow load: 30 psf Live load: Rooms other than sleeping rooms: 40 psf Sleeping rooms: 30 psf Attic: (with storage, roof slope exceeds 3:12) 20 psf (without storage, roof slope 3:12 or less) 10 psf Stairs: 40 psf 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. 4. This work has been designed to be self-supporting 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 responsible for all temporary shoring, bracing, and sheeting and shall make safe all floors, roofs, walls and adjacent property as project conditions require. 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 and shoring, use of equipment and similar construction procedures. 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 discrepancies between actual conditions and those shown in the contract documents shall be reported to the project architect and structural n ineer for evaluation before the affected construction is put in place. 7. Upon execution of the contract, the contractor hereby covenants and agrees to indemnity and saves harmless the owner and engineer of record forever from and against losses and claims, demands, payments, suits, 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 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. 8. Jacobson Structures LLC (JS) should be retained 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 observations of the progress of construction If JS is not retained to provide construction administration services, the client assumes all responsibility itY for interpretation of the structural documents and for construction observation and waives any claims against JS that may be in any way connected thereto. 9. All structural work shown or specified on these 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 be corrected by the contractor at no extra cost to the owner as directed by the engineer. 10. Review of construction by the engineer is for conformance with the design aspects only, not to review the contractor's construction procedures. Lack of comment on the part of the engineer with regard to construction procedures is not to be interpreted as approval of those procedures. 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. 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. Foundations 1. The contractor shall investigate with testpits 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 foundations. 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 bearing stratum shall be verified in field and inspected by the local building department or licensed geotechnical engineer prior to placing concrete. Adjust bottom offooting elevation to bear on suitable subgrade as required. 3. Within the perimeter of the proposed new structure remove all unsuitable, organic, loose, or disturbed material. Compact top of remaining excavated surface. Use controlled fill where required. 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 rest on broom clean solid rock. If the slope of 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 2'4" o.c. 5. Do not place concrete on a subgrade that is frozen, muddy, wet, or containing ice or frost. 6. In placing and compacting fill and backfill material, do not damage nor displace concrete work already in place by contact from compaction machinery, by subjecting it to overturning from heavy compacting loadings, or any other cause. At frost walls bring fill against such concrete at the same rate as the remainder of fill, compacting uniformly on both sides using hand operated tampers. 7. Do not place backfill against basement or crawl space walls until all floors bracing these walls are in place and the concrete walls have attained the specified design strength. 8. Do not excavate lower than the bottom of any existing foundation. Consult JS if this condition may exist. toms of an two footings shall not have a sloe greater than 1 vertical to 2 horizontal. Verify bottoms ofexisting footings. Plan foundation 9. Aline connecting the nearest points of the bot steps excavation accordingly. Y 9 p 9 fY 9 9 9 P P 10. The slab on grade sub -base shall be 6" minimum of crushed stone passing a 2" sieve and retained on a 1/4" sieve. 11. The contractor shall be responsible for limiting 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 location and configuration of joints exposed to view shall be coordinated with the architect. 12. Minimum anchor bolt requirements for attachment of superstructure to foundation shall be as follows: Crawl spaces, slabs on grade: 112"o at V-0" o.c, max spacing Full height basement: 3/4"o at 4'-0" o.c. max spacing 7" into cast concrete. Install bolts within 12" of corners on all exterior walls. Anchor bolts are o be laced within '- " f I r I Embed anchor bolts a minimum of 15" into masonry, t p 1 0 o all comers, All sill pieces shall have a minimum of two anchor bolts. 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. 14. Inverts of footing drain, if required, are to be set a minimum of 2" above the bottom of adjacent footings. Controlled fill 1. In areas requiring fill, the fill material shall be 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 than 3" in any one dimension, and with less than 10%, by weight, passing a #100 sieve 2. The fill shall be placed in thin lifts before compaction. Each lift shall be compacted with appropriate equipment to a minimum of 95% of its maximum density at or near optimum moisture. 3. A soils testing lab, hired by the owner, shall 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 cannot be properly controlled. Concrete e requirements of ACI 318 "Building Code Requirements For Reinforced Concrete" and ACI 315 "specifications for structural concrete in buildings" in it's entirety 1. Structural concrete work shall conform to all th q g q p gs t s e t rety certain portions of this specification are presented here only for clarification and the contractor's convenience and are not intended to replace or amend this specification. 2. Slab work shall conform to applicable portions of ACI 302.1 R guide for concrete floor and slab construction, latest edition. 3. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. 4. Concrete shall be normal weight and develop a minimum strength in 28 days as follows: Location strength water/cement, (w/c) ratio Footings and walls 3000 psi 0.50 Interior slabs 4000 psi 0.50 Exterior slabs 4500P si 0.45 lightweight concrete with a minimum ultimate compressive strength of 4000 psi at 28 days, with a unit weight of 115 cf. 5. All concrete composite on metal deck shall bep g p y , g p 6. All concrete toppings shall be normal weight concrete with a minimum compressive stress of 4000 psi at 28 days. 7. No admixtures are permitted without the engineers written permission. Concrete exposed to the weather, such as that used in foundation walls shall contain 6 / 1,5/ entrained air, 8. Cement shall be type I or type II and conform to ASTM C150. 9. Other cementitious material such as flyash or ground granulated blast furnace slag may be blended with cement for use in the concrete mix. FI a h shall conform toA STM C618 and may replace cement if the following ranges for the 2 classes of flyash; class c, 20 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. 10. Coarse aggregate shall be 3/4" and conform to ASTM C33 11. Concrete design mix shall be submitted for 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 method for trial mixtures, including a graph of w/c ratio versus strength, in accordance with ACI 301. The design mix shall be sealed and signed by a professional engineer. rade 60. rade 40 may be used for ties and stirrups). 12. Reinforcing steel shall conform to ASTM A615, g (g y telreinforcementhall be a roved b the engineer, Minimums lice shall be 40 bar diameters for all rebar. 13. Location of construction joints and splices for steel s pp y g p 14. No weldingof reinforcing will be permitted. 9 15. Support and securely tie reinforcing to prevent displacement during concrete placement operations. 16. Welded wire fabric (WWF) shall conform to 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 the pour. 17. Provide minimum temperature reinforcement, as required by ACI -318, in all slabs and walls where reinforcement in not indicated on the structural drawings. 18. Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute (CRSI) manual of standard practices. 19. Provide clearances from face of concrete to the closest surface of reinforcement as follows, unless noted otherwise on the structural drawings: Slabs: 314" Footings: 3" Exterior face of walls: 2" for #6 or largerl 1/2" for #5 or smaller Interior face of walls: 3/4" 20. Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings. Minimum concrete between sleeves shall be 6". 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 aluminum or coated conduit pipe shall be used. 22. All grout shall be non -shrink with a minimum compressive strength of 5000 psi. 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 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 surface moisture shall be inhibited for at least 7 days by recommended aci methods. 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 drawings shall be submitted to the design professional for review prior to fabrication. 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 less than five tests. STRUCTURAL STEEL 1. All structural steel work shall conform to the following governing standards: A. AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings, "latest edition. B. The American Welding Society (AWS D1. 1) "Code for Welding in Building Construction," latest edition. 2. All structural steel shall conform to the following ASTM specifications: A. Plates: ASTM A36 B. Rolled W -Sections: ASTM A992 Grade 50 C. All other rolled sections: ASTM A36 D. Pipe Columns: ASTM A53. Grade B E. Tube Columns: ASTM A500, Grade B. F. Bolts (Steel to Steel): 3/4" ASTM F1852 "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. G. Bolts (Wood to Wood or Wood to Steel): 3/4" ASTM A307 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 bolt holes will not be allowed. Anchor bolts may not be embedded after the concrete without written permission from design professional prior to pouring foundations. 3. Welding shall be performed by welders certified by AWS. 4. Welding electrodes shall be ASTM A233, Class E70XX. Use low hydrogen electrodes for A572, Grade 50 steel. 5. Shop paint interior steel members with Tnemec 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 and Specifications. 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 in accordance with ASTM A-153. 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 stamped by the contractor prior to submitting to the design professional. Shop drawings shall conform to customary AISC detailing standards. 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. 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. 10. Unless otherwise noted, for lintels over doors, windows, ducts, and miscellaneous openings use for each 4" of wall: 3 1/2"x3 1/2"x5/16 (6" bearing) for maximum clear spans up to X-6" 3 1/2"x4"x5116" (6" bearing) for maximum clear spans up to 5'-0" 3 1/2"x5"x5/16" (8" bearing) for maximum clear spans up to 6'-9" 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 114" in 10 feet out of plumb, nor 1/8" from the required elevation. All structural steel beams and columns adjacent to masonry shall have 1 1/2"0/8" strap anchors at 2'-8" o. C. 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. 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. '4��S� M, �������� 09 DRAWING LIST: S0.0 STRUCTURAL SPECIFICATIONS S1.0 FIRST FLOOR FRAMING AND FOUNDATION PLAN S1.1 SECOND FLOOR FRAMING PLAN S1.2 ROOF FRAMING PLAN S1.3 GARAGE FOUNDATION AND FRAMING PLANS CONNECTIONS TO EXISTING MASONRY OR CAST -IN-PLACE CONCRETE concrete mason or la brick mason are to be made with ASTM A307 or A36 steel anchor rods. 1. Connections to existing solid cast -in-place concrete, masonry clay masonry 2. Embed anchor rods into drilled holes a minimum of 5 anchor diameters, with a minimum edge distance of 4 anchor diameters, measured from the edge of the foundation to the centerline of the anchor. Increased embedment depths or edge distances may be required at certain locations, see plans and details. 3. Sidewall surfaces of drilled holes are to be brushed clean and the hole cleaned of all excess dust and debris with compressed air prior to installing adhesive. Connections to existing solid cast -in-place concrete, concrete masonry or clay brick masonry foundations shall be made using Hilti RE500 epoxy mortar or equal approved by the engineer. 4. Connections to hollow masonry shall be made with Hilti HY70 epoxy adhesive system with screen tubes or equal approved by the engineer. WOOD FRAMING 1. All wood framing shall be installed in accordance with the American Forest and Paper Association "Wood Frame Construction Manual", latest edition. 2. All fasteners shall be installed in accordance with American Forest and Paper Association "National Design Specification for Wood Construction", latest edition. 3. All framing lumber shall conform to the following governing standards: A. American Institute of Timber Construction, "Timber Construction Manual," latest edition. B. American Forest and Paper Association "National Design Specification for Wood Construction," latest edition. 4- Sawn framing lumber noted on drawings shall be of the following minimum grade and specie. Rafters: Douglas Fir Larch #2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry Joists: Douglas Fir Larch #2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry Studs: Douglas Fir Larch Stud Grade, Fc=850 psi, E=1,400,000 psi. Kiln dried 15% moisture content Plates: Douglas Fir Larch Stud Grade. Surfaced Dry, Beams Douglas Fir Larch #1, Fb=1000 psi., E=1,700,000 psi. Surfaced Dry Posts Douglas Fir Larch #1, FC=1000 psi., E=1,600,000 psi. Surfaced Dry 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 1-112" thick preservative treated TimberStrand LSL. 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 onplan. 7. The contractor shall coordinate locations of all plumbing piping, hvac ducting and recessed lighting fixtures, etc. Prior to layout to minimize interference that may require the altering or strengthening of the installed framing. 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. 9. Joists and rafters shall be installed directly over bearing studs unless otherwise detailed. 10. Joists and rafters shall be supported laterally at each support by full depth 2" nominal solid blocking, except where joists are supported by a flush header or nailed to a rim joist. 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. 12. Severely distorted (twisted, bowed, cupped, checked, etc.) lumber shall not be used. 13. Lap all plates at corners and at intersection of partitions. 14. Where posts are specified on the drawings as 4x4, 46, etc, they shall be solid, not built up from studs. 15. Where wood posts are specified on the drawings, the supported beam(s) shall bear on the full cross section of the post. 16. Provide cross bridging at maximum 8'-0" o.c. for all joists. 17. No new or existing joists shall be cut notched, or have holes added without approval. 18. Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof including exterior end walls of cathedral ceiling spaces, unless noted otherwise. 19. Built-up members of three plies or less shall have adjacent plies nailed together with two 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 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. 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. 21. All bolt holes in load bearing wood framing components shall be no more than 1/16" larger than the bolt diameter. SAWN LUMBER AND TIMBERS 1. All framing lumber shall conform to the following governing standards: a.American Institute of Timber Construction, "Timber Construction Manual," latest edition. b.American Forest and Paper Association "National Design Specification for Wood Construction," latest edition. I of he following minimum rade and specie. 2. Sawn framinglumber noted on drawings shall be t 9 9 9 P Rafters: Douglas Fir Larch #2, Fb=900 psi, E=1,600,000 psi, Surfaced Dry Joists: Douglas Fir Larch #2, Fb=900 psi, E=1,600,000 psi. Surfaced Dry Studs: Douglas Fir Larch Stud Grade, Fc=850 psi, E=1,400,000 psi. Kiln dried 15% moisture content Plates: Douglas Fir Larch Stud Grade. Surfaced Dry. Beams Douglas Fir Larch #1, Fb=1000 psi., E=1,700,000 psi. Surfaced Dry Posts Douglas Fir Larch #1, FC=1000 psi., E=1,600,000 psi. Surfaced Dry 3. The design of the dimensional lumber members and their connections is based on the lumber having a moisture content at the time of installation of 19% or less. 4. Notches in the top or bottom of dimensioned lumber joists or rafters shall not exceed one-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 depth. 5. Bored holes shall not be within 2" of the top and bottom of the member and their diameter shall not exceed one-third the member depth. MANUFACTURED WOOD PRODUCTS 1. Laminated Veneer Lumber (LVL) Beams shall be manufactured by iLevel by Weyerhauser. The minimum allowable stress and stiffness characteristics shall be as follows: Fb = 2600 psi Fc(Parallel) = 2510 psi Fc(Perpendicular) = 750 PSI Fv = 285 PSI E = 1,900,000 PSI 2. Laminated Strand Lumber (LSL) including Timberstrand rim joists shall banufactured by iLevel by Weyerhauser. 3. Parallel Strand Lumber (PSL) shall be manufactured by iLevel by Weyerhauser. 4. Substitutions are not allowed without approval from design professional and the contractor shall compensate the engineer for time spent evaluating the proposed substitution. 5. The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide, unless noted otherwise. 6. Members may not be bored or notched without written permission from the engineer. 7. Composite wood joists (TJI's) shall be manufactured by iLevel by Weyerhauser. 8. Joist sizes have been designed with Trus Joist Macmillan software for a TJI Pro Rating of 50 or higher. If joists other than TJI 's are used they shall have similar demonstrated performance and shall be approved by the engineer. The contractor shall compensate the engineer for time spent evaluating the proposed substitution. 9. Joists of the proper size are to be installed at the spacings indicated on the drawings using the manufacturer's recommended details unless otherwise noted on plans. 10. Do not cut or notch flanges. Webs opening may be cut only as recommended in the manufacturer's literature and then only after consultation with the engineer. Do not bevel cut the top end of the joist beyond the edge of bearing. 11. Provide single "squash blocks" under bearing walls from above nailed to the Joist flanges match the dimensions of the supporting stud below. "squash blocks" are to be cut 1/16" longer than depth ofjoist st and are to be installed with grain vertical. solid dl blocking nailed between the joist webs. Filler blocking shall be a combination of plywood and/or x 12. Doubled i -joists acting as header and trimmer beams are to be constructed with so d f er b oc gJ g p y 2 dimensioned lumber of net width equal to the joist flange width minus 3/8" and a depth of joist depth minus 3 1/2". 13. Install blocking for full length in header beams and 2'-0" to each side of supported header in trimmer beams with 1/8" clear between top and bottom edges of filler and joist flanges. Hammer nails thru near web, filler and far web then clinch nail with 2 rows of 10d common nails at 4"o.c. 14. Build out web of joist supporting joist hangers flush with flanges with multiple layers of plywood as required. id f e with (2)-10d clinched nails set 2" in from to or bottom of stiffener, Stiffeners to be 112" 518 or 1" plywood for 1 1/2" 1 3/4" an 2 1/4" 'n 15. Install joist web stiffeners where indicated on plan on both sides o web () p p y d (min) joist i h f tom flange at joist Supports and tight to underside of to flange when supporting wall r r w' clear web height minus 118". Stiffeners to be sett t to to o bot s o posts from above within the joist respectively, by 2 3/8" wide by c ea g g p g J Pp 9 p 9 pP 9 P 1 clear span. SHEATHING PANELS 1. Sheathing panels, plywood or oriented strand board ("osb"), shall conform to U.S. product standard ps-1, and bear the APA grade -trademark of the American Plywood Association. 2. Sheathing panels for floors, roof, and walls shall be apa rated sheathing, exposure 1, with a minimum span index rating of 32/16 visible on all sheets, and made with exterior glue. 3. Sheathing shall be of the following minimum thickness: Roofs 5/8" Floors 3/4" tongue and grooved. Walls 7/16" See architectural plans for thickness. 4. Sheathing panels on flat surfaces shall be installed with face grain perpendicular across to supports and continuous over two or more spans. 5. Wall sheathing and floor sheathing shall be glued to supporting members with constructio n adhesive such as L400 laid in a continuous 1/4" wide bead along the member length. 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. 7. Leave 1/16" space at all plywood panel end joints. Leave 1/8" space at all panel edge joints if not tongue and grooved. Use ply clips or other edge support as required for plywood sheathing. WOOD FASTENERS h nominal sizes Specified in federal :s specifications ff-n-105b and as noted in the table below: 1. Nails and spikes specified on plan shall conform tot a norm a s e p p Type pennyweight 8d 10d 12d 16d 20d Diameter 0.131" 0.148" 0.148" 0.162" 0.192" Common length 2.5" 3.0" 3.25" 3.5" 4.0" Head diameter 0.281" 0.312" 0.312" 0.344" 0.406" 2. Lag and wood screws shall conform to ANSI/ASME Standard B18.6.1-19.81. 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 connectors. 4- Bored lead holes for fasteners shall be as follows: Nails and spikes: lead holes are not required unless to prevent splitting of wood. If required, lead hole diameter shall not exceed 75% of nail/spike diameter. Wood screws: lead hole diameter equals 7/8 of unthreaded shank diameter in connected wood part and 7/8 of diameter at root of thread in wood receiving thread. Lag screws: lead hole diameter equals shank diameter for extent of unthreaded shank, and 60% of shank diameter for threaded portion of shank. Through bolts: lead hole diameter 1/32" to 1/16" larger than nominal bolt diameter. 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. 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. METAL WOOD CONNECTORS 1. Simpson products shall be installed per Wood Construction Connectors by Simpson Strong -tie (current edition). Use common nails at all metal wood connectors. 2. Joist hangers, cross bridging and all connectors for wood construction shall be galvanized steel as manufactured by Simpson Strong Tie or approved equal. Special nails as supplied by manufactured shall be used for required nailing. ` 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 4. Provide metal post bases and post caps (Simpson son tYPe CC) where wood posts connect to wood beams independentendent of framed walls. 5. Provide Simpson type ABA or ABU or post base where a wood post bears directly on a foundation. Bases and caps shall be galvanized at exterior conditions. Use Simpson recommended anchor bolts embedded 8" with Hilti RE500 adhesive into t h foundation unless noted otherwise. e 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, unless noted otherwise. 7. Anchor the back end of cantilevers with Simpson anchors havingvin an allowable uplift capacity of 1,000 Ib. 8. Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified in iLevel Joist specifier's guide TJ 4000 and iLevel Beam, Header, and Column specifier's guide TJ 9000 by Weyerhaeuser, unless specified otherwise on plan. 9. Provide metal hurricane anchors at each rafter. Unless noted, use Simpson H2.5A or a$ required by the local governing building code. 10. Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. r 11. Where hangers are specified or required at sloping or skewed beams, the contractor sgall specify the correct slope and skew when ordering the hanger. 12. Where ACQ or CuAz wood preservative treated wood framing components are used, all connectors and fasteners shall be stainless steel. Alternate methods for protection against corrosion of connectors and fasteners must be approved by the design professional. Y i I 9. i .t I li f h. i ,: FASTENING SCHEDULE - IRC 2015 R602.3(1) ............................................................................................._..................... -.... I CONNECTION i FASTENING TYPE . _-__._-_..._--_- BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE ___-_-__._____-- 3-8D (2 1/2" X 0.113") I TOE NAIL I CEILING JOIST TO TOP PLATE 3-8D (2 1/2" X 0.113") 1 TOE NAIL ------- ___........... ..... _... ._..... .. -..--_ .... .. _-.- CEILING JOISTS, NOT ROOF TIES, AT LAPS OVER PARTITIONS 3-10D (3" X 0.128") I FACE NAIL .............. ...................................... .... .... ...._............................... CEILING JOISTS/ROOF TIES TO RAFTERS 8-10D (3" X 0.128") j FACE NAIL ----------- ----- - ---- -- -- ____ -,---- ____ I 2X4 COLLAR TIE DIRECTLY UNDER RIDGE BOARD OR ] USE 1 114" X 20 GAUGE RIDGE STRAP .. ......................... ........ ... ... ................ -........... ..... ..... ........................ .... I ...i 3-10D 3" X 0.12 8 „ I FACE NAIL RAFTER TO WALL TOP PLATE _ _ .... .._____ 2-16D3 1/2" X 0.135" ( ) J : TOE NAIL i RAFTER TO RIDGE, VALLEY, HIPS 4-16D (3 1/2" X 0.135") TOE NAIL ... ......... - ..... I ......... I......... .. ............................ .. ......- ... .. .....................................-... .... ...... BUILT-UP CORNER STUDS ...................... ... - _. 10D (3" X 0.12$"} TOE NAIL ___-.-----.__._----_._._ AT 24" O.C. i .__-._._ __.___.... _-..._ BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER __...-_-_-.-__------.---.--.._._.__._____-.---.__.-.-------._._._.-_.__..-._.----_.-_. 16D (3 1/2" X 0.135") AT , SEE TABLE ON PLAN FOR MULTIPLE LVL FASTENING ...................... -............................................................................................ ....................................................... 16" O.C. EACH EDGE I............... _................. .... . i FACE NAIL .......................... STUD TO CONTINUOUS HEADER 4-8D 2 1/2" X 0.113" ( ) TOE NAIL L _ .__....._. _.... __ ._ __.._. ___..._._. _..__ _- __. _.. _. . _.._._ _....._._ BUILT UP POSTS ...-_... _____. --. 10D (3" X 0.128") AT ; FACE NAIL EACH PLY __ _....... ._...... __.... .. 16" O.C. ! _..._.................................. DOUBLE TOP PLATES .........................................................................................................._.........:. 10D (3" X 0.128") AT ...._._._................_...................... ... ..._._._... I....... FACE NAIL 24" O.C. __­_____ - - - - -- -- . _________._______.....1 ------ - --- DO B DOU LE TOP PLATES, MINIMUM 24 OFFSET FSET F , O END ... I ------------------: 8-16D 3 1/2" X 0 135 : . ____________,______________ __ ___ � __ i I : : � FACE NAIL IN JOINTS O TS ..... I ... . ... . ._........... ..... ........... .............. .......... ....... ....... ............... ........ ............--....... .............................................. LAPPED AREA SOLE PLATE TO JOIST OR BLOCKING ._............................................ . . 16D (3 1!2" X 0.135") _.............................................._.._................................... . FACE NAIL AT 16" O.C. : i SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL 3-16D (3 1/2" X 0.135") PANELS .............. ....... ........................................ ...-....... .... ,.... ... ..........-............... ... ... ._...........,....................................._...................._. ! AT 16" O.C. FACE NAIL 1. ! STUD TO SOLE PLATE -- -- _ _...... _._.._..---- .._ .. I 3-8D (2 1/2" X 0.113") TOE NAIL - -- .- .- - _-.1_____---__,__,__ TOP PLATE OR SOLE PLATE TO STUD _ 11---_ _.--_________.__,______..._J ( } 2-16D 3 112" X 0.135" -_ _- _._ __ _ - __ _ _ -_ _ _ - .. _ _ . ' END NAIL I . _.....-__._._.__...___. RIM JOIST TO TOP PLATE (ROOF APPLICATIONS ALSO) 8 D (2 1/2" X 0.113") ( TOE NAIL AT 6" O.C. . .... I.....I......... . . ........I........................- .............. I I WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, i 8D COMMON (2 1/2" 1 I INTERIOR WALL SHEATHING, 3/8" - 1" __... ...... _....-----..._..---------.... -- - . - __.._...-------_.___--, I X 0.131") AT 6" O.C. i FACE NAIL I � WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, I ---...----_.._... _-.-------------------.__ ___._._ 10D COMMON (2 1/2" .._..... - - _. _.... 1 INTERIOR WALL SHEATHING, 1 1/8" - 1 1/4" ....................-.................................. .... - . .......... -........................................... -.1 X 0.148") AT 6" O.C. . FACE NAIL 1/2" GYPSUM SHEATHING I I i 1 1/4 SCREWS, TYPE I FACE SCREW _ __ _ ____ __ WORSAT7"O.C. I 5/8" GYPSUM SHEATHING 1 5/8" SCREWS, TYPE I FACE SCREW . -... ..........-.................... ...... ... -- ... . - .................... ......_.................................................... I WORSAT7"O.C. .............. ...... .............. I ... ........ .... I.............. . :; I........ .__ . --------- .__ - __ _.. - ---- __ -. - __ -.__.... ..........- DE I S GN DATA ------------- -_--------------------- -----------.- -...._..--- __- _ __....... .- - -- . - . ..... I I __.____...._ . _. -.__ -- __ __-------------------------- BUILDING CODES USED: --..--.--._. _ . --- --.._._ ....... ..... . --------------------_._ -1 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL BUILDING CODE AS ADOPTED BY NEW YORK STATE ASCE 7-10 ............ -_ -____ __ _--------- - _----._._ _--...----- --.__. _.__ ...__ ._._ ..-- _ -- - --1 DESIGN PARAMETERS -WIND AND SNOW _ __ _..._.... -... _ - _ ... _.._._ ....... _..__._.____._......_._._..__. _. S NOW DATA ._..._._._. -__ GROUND SNOW LOAD, Pg - FIGURE R301.2(5) Pg = 30 psf SNOW EXPOSURE FACTOR, Ce - ASCE 7 2 Ce -1.0 SNOW IMPORTANCE FACTOR, Is - ASCE TABLE 1.5-2 Is = 1 THERMAL FACTOR, Ct - ASCE TABLE 7-3 Ct = 1.1 FLAT ROOF SNOW LOAD, Pf - ASCE SECTION 7.3 Pf = 23 psf ROOF SLOPE FACTOR, Cs - ASCE FIGURE 7-2b Cs = 1 SLOPED ROOF SNOW LOAD, Ps - ASCE SECTION 7.4 Ps = 23 , WI INID DATA ....................... - ........................... .......... _.. .... ....... BASIC WIND SPEED, Vasd - FIGURE R301.2(4)A, R301.2.1.3 108 mph WIND EXPOSURE CATEGORY - ASCE SECTION 26.7 C ENCLOSURE CLASSIFICATION - ASCE SECTION 26.10 ENCLOSED WIND IMPORTANCE FACTOR, Iw - ASCE TABLE 1.5-2 1=1 I DESIGN WIND PRESSURE ON - ASCE SECTION 27.4.1 p = 16 psf WIND FORCE RESISTING SYSTEM (TOTAL WINDWARD AND LEEWARD- WORST CASE) ........................ .......... ...................... ......... ................-..._............................................ i ..... ....... ... ................ .....................-............ .......... ....._...._.................. ...... ................ ............ DESIGN LOADSPSF ------ - ........ . ( ) ,- - -------..__._ .. LOAD I I LIVE E SHEATHING --- -- - .._.._._.......- ROOFING _OR_ - GYPSUM - -- ..._._ ....- -,-- -- - __._..-_...r.-------------_._.._.-..--7---------.--.... FRAMING :CONCRETE --.-----i I TOTA L IiII LOCATION LOAD ... , : .._.... ........ FINISH : .....................................................:........_._.._................................. BOARD .... .. ......................... SLAB .............. PSF I 1 .. ROOF I 23 3 .... i 3 3 3 - 40* I ................................... SECOND FLOOR I 30 3 (. 3 3 3 ...................................... .I........ - 42 ....._..._i.---------- -i I _ ' -------- ....- - - - -- _._ ___...____- -__...._ _ _ - _ _ __ .........._ _ . . - ....... . FIRST FLOOR 40 ! 3 . ! 3 3 3 - 52 'INDICATES LOAD APPLIED TO HORIZONTAL PROJECTION CO Er E Z O iii v _ 0 co 0 rte,, _ a O ,. ca r3 N U . n� _ � (o) Qi°. tt7 9 rc� C1 car.',-°, ,;�, 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 ctw thout Yi the specific written authorization p ton of Jacobson Structures LLC. PROJECT ADDRESS: Brick Yard Road Block 44 Lot 6 Fishers Island, NY PROJECT NAME: W U z W 11 r- �/ W If M W y W SHEET NUMBER: S0.0 SHEET NAME: STRUCTURAL SPECIFICATIONS SCALE: - DATE: September 22, 2017 5 1/4" X 11 1/4" P.T. PSL _ BEAM LOW 1, T, 1 1, 1 1 1 1 1l� I r� I. f I I I I I I I TYPICAL 1 I I S2.0 I I I I I I 10" CONCRETE FOUNDATION WALL I I TYPICAL I I 2'-0" X 12" THICK CONTINUOUS CONCRETE FOOTING TYPICAL I I I I I I I I I; I I I I I • I In====== "M M - -- - 2X6 AT 16" O.C. STUD WALL -- -- JOISTS CONTINUOUS OVER WALL — E --E--4—+- Thr. 2'-0" X 12" THICK CONTINUOUS CONCRETE FOOTING WITH (3) #4 - 2X6 AT 16" O.C. REBAR 3" CLEAR FROM STUD WALL ---"-- BOTTOM AND SIDES (3) 11 7/8" LVL LOW 11 7/8" TJI 230 L- -------------- � _--------, r ---------- � r--- I I r I I I I i I I I v l I 117/8"TJ1230 _ I I 1. L__________J I I AT 16" O.C. I C_ L ----------------I I I II----------------� ------ ----- ---------� GENERAL NOTES: 1. REVIEW ALL NOTES ON S0.0 2. RIM JOISTS ARE 1 1/4" TIMBERSTRAND LSL 3. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND WALL AND FOOTING ELEVATIONS 4. VERIFY ALL EXISTING CONDITIONS SHOWN. NOTIFY STRUCTURAL ENGINEER IF FIELD CONDITIONS ARE DIFFERENT 5. DO NOT EXCAVATE LOWER THAN AN EXISTING FOUNDATION 6. THE BOTTOM OF ALL NEW FOOTINGS SHALL BE 3'-6" BELOW FINAL GRADE. 7. FOOTINGS MAY BE STEPPED PROVIDED THE SLOPE OF THE BOTTOM OF FOOTING DOES NOT EXCEED 2 UNITS HORIZONTAL TO 1 UNIT VERTICAL REPRESENTS POST ABOVE FRAMING. REFER TO FRAMING PLANS FOR LEVELS ABOVE O REPRESENTS STEEL TUBE COLUMN. HSS4X4X1/4 UNLESS NOTED OTHERWISE REPRESENTS STRUCTURAL BEAM OR HEADER AS NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER IF NOT INDICATED - - REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING AS NOTED j— REPRESENTS CAST IN PLACE CONCRETE FOUNDATION WALL AND CONTINUOUS CAST IN PLACE CONCRETE FOOTING I Z cn �; r. m 18 O,... cJ > U .� ,. Q e,�• {3 S Cp3 is3 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 contract,without the specific written authorization of Jacobson Structures LLC. PROJECT ADDRESS: Brick Yard Road Block 44 Lot 6 Fishers Island, NY PROJECT NAME: W U Z W 0 W Cc Cc W Q W SHEET NUMBER: S1.0 SHEET NAME: FIRST FLOOR FRAMING AND FOUNDATION PLAN SCALE: 1/4" = 1'- 0" DATE: September 22, 2017 8X8 MVI= POST 11 7/8" TJI 360 AT 16" O.C. 2X10 CEILING JOISTITIE AT EACH RAFTER ovo rIRAor!o GENERAL NOTES: 1. REVIEW ALL NOTES ON S0.0 2. RIM JOISTS ARE 1 1/4" TIMBERSTRAND LSL 3. ALL 'WALL HEADERS ARE (2) 9 1/2" LVL'S UNLESS NOTED OTHERWISE 4. ALL (POSTS SUPPORTING WALL HEADERS ARE (1) 2X JACK STUD AND (1) 2X KING STUD UNLESS NOTED OTHERWISE 5. ALL (POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST AS WIDE: AS THE SUPPORTED BEAM MULTIPLE LVL FASTENING SCHEDULE # OF PLY5 FASTENING ..................................... ......................... .............. ........... _............................. ._.... .............. ............ .... .................................................... ............ .............. ......... ..... ....... (2) 1 3/4"' LVL'S ' (2) 10D (3" X .131") AT 12" O.C. (3) 1 3/4"LVL'S (4) 1 3/4"' LVL'S (2) 3 1/2" SIMPSON SDS SCREWS AT 24" O.C. BOTH SIDES ...... ........ ....... ................... .... ............ ....................................... ..... ........ ...... ............................ ........... ... ................................ .............................................. ....................... ...........................: (2) 6" SIMPSON SDS SCREWS AT 24" O.C. BOTH SIDES j " 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 BE SUBSTITUTED FOR 16D NAILS " 10DX1-1/2" NAILS MAY NOT BE SUBSTITUTED AT ALL OTHER DCARA uAni(_cDC C11 1 Al 1 n1A11 UnI CC IAIMU (YIAAhAnKI NIA11 C AC 2X10 CEILING JOIST/TIE AT RAFTER LEGEND REPRESENTS POST OF BUILT UP STUDS REPRESENTS SOLID POST AS NOTED REPRESENTS STUCTURAL BEAM OR HEADER AS NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER IF NOT INDICATED REPRESENTS STRUCTURAL BEAM WITH MOMENT CONNECTION TO COLUMNS REPRESENTS STUCTURAL RAFTER/JOIST FRAMING AS NOTED REPRESENTS CEILING JOISTS AT 16" O.C., 2X12'S UNLESS NOTED OTHERWISE 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 INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR WALLS REQUIRING BLOCKING r--� REPRESENTS INTERIOR STRUCTURAL BEARING WALL OF 2X4 OR 2X6 STUDS AT 16" O.C. SEE ARCHITECTURAL PLAN FOR WALL THICKNESS ----------- REPRESENTS 1/2" PLYWOOD SHEATHING APPLIED TO EXISTING OR INTERIOR WALL AND FASTENED WITH 8D NAILS AT 6" O.C. AT ALL EDGES AND 12" O.0 AT INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR WALLS REQUIRING BLOCKING L IM , O` 4 (/T C) r 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 of Jacobson Structures LLC. PROJECT ADDRESS: Brick Yard Road Block 44 Lot 6 Fishers Island, NY PROJECT NAME: W U z W vJ W rr rr W V Q W SHEET NUMBER: S1.1 SHEET NAME: SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'- 0" DATE: September 22, 2017 0 (3) 9 1/2" LVL HEADER (3) 2X4 POST WITH 2X6 KING STUDS ABOVE HEADER - -- ' - LOW ROOF FRAMED OVER SHEATHED MAIN ROOF X _�, �\• ,� - — x04 J Oc<<- (2) 2x10rn 0) 0)' _ rn C 016x a wort !T",70 (2) 2X10 `J \r�'r (2)2 10 \ (2)2x 10 (2) 11 7/8" LVL (2) 16" LVL RIDGE BEAM HEADER -- - - - 1 CONTINUOUS LAP OVER POSTS �. 2X6 KING STUDS (3) 2X4 POST H I I I I I I C° .:� d;•µ ire. t°;� �. �!� OQ ' J \J� G,(�G� w> N �J C 0 i 3 1/2" X 7" PSL _- r POST ABOVE HEADER TO RIDGE - - 3 1/2" X 7" PSL JACK POST i .{ f I .( �A € 1. REVIEW ALL NOTES ON S0.0 --- - - - 2. ALL RAFTERS ARE 2X12'S AT 16" O.C. UNLESS NOTED OTHERWISE 3. INSTALL SIMPSON H2.5T AT ALL RAFTER/TOP PLATE CONNECTIONS 2. ALL WALL HEADERS ARE (2) 9 112" LVL'S UNLESS NOTED OTHERWISE 3. ALL POSTS SUPPORTING WALL HEADERS ARE (1) 2X JACK STUD AND (1) 2X KING STUD UNLESS NOTED OTHERWISE 4. ALL POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST AS WIDE AS THE SUPPORTED BEAM 5. TYPICAL HANGER FOR LVL BEAMS IS SIMPSON HU FACEMOUNT HANGER UNLESS NOTED OTHERWISE -------------------- MULTIPLE LVL FASTENING SCHEDULE # OF PLYS ! FASTENING (2) 1 3/4" LVUS ; (2) 1 O (3" X .131") AT 12" O.C. (3) 1 3/4" LVL'S (2) 3 1/2" SIMPSON SDS SCREWS AT 24" O.C. BOTH SIDES (4) 1 3/4" LVL'S T-__......_._..__.____. (2) 6" SIMPSON SDS SCREWS AT 24" O.C. BOTH SIDES .......................__._.._. _.._.; • 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 BE SUBSTITUTED FOR 16D NAILS " 10DX1-1/2" NAILS MAY NOT BE SUBSTITUTED AT ALL OTHER (3) 9 1/2" LVL HEADER LOW ROOF FRAMED OVER SHEATHED MAIN ROOF LEGEND ® REPRESENTS POST OF BUILT UP STUDS ® REPRESENTS SOLID POST AS NOTED REPRESENTS STRUCTURAL BEAM OR HEADER AS NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER IF NOT INDICATED REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING AS NOTED ----� 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 INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR WALLS REQUIRING BLOCKING REPRESENTS WALL BELOW. SEE LOWER PLAN _ _ _ _ _ _ REPRESENTS STRUCTURAL BEAM OR HEADER BELOW. SEE LOWER FRAMING PLAN — — -- — — — REPRESENTS STRUCTURAL RAFTER FRAMING BELOW FRAMING BUILT OVER Drawings and specifications, instruments of professi€ service, are and shall remain Property of the engineer. Th documents are not to be use( whole or in part, for any of projects or purposes, or by other parties, than those prop authorized by contract,witt the specific written authoriza of Jacobson Structures LLC. PROJECT ADDRESS: Brick Yard F Block 44 1 Fishers Islanc PROJECT NAME: W U z LU D SHEET NUMBER: S1.2 EET NAME: ROOF FRAMING PLA ALE: 1/4" = 1 TE: September 22, 2 J 010 0 € 1. REVIEW ALL NOTES ON S0.0 --- - - - 2. ALL RAFTERS ARE 2X12'S AT 16" O.C. UNLESS NOTED OTHERWISE 3. INSTALL SIMPSON H2.5T AT ALL RAFTER/TOP PLATE CONNECTIONS 2. ALL WALL HEADERS ARE (2) 9 112" LVL'S UNLESS NOTED OTHERWISE 3. ALL POSTS SUPPORTING WALL HEADERS ARE (1) 2X JACK STUD AND (1) 2X KING STUD UNLESS NOTED OTHERWISE 4. ALL POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST AS WIDE AS THE SUPPORTED BEAM 5. TYPICAL HANGER FOR LVL BEAMS IS SIMPSON HU FACEMOUNT HANGER UNLESS NOTED OTHERWISE -------------------- MULTIPLE LVL FASTENING SCHEDULE # OF PLYS ! FASTENING (2) 1 3/4" LVUS ; (2) 1 O (3" X .131") AT 12" O.C. (3) 1 3/4" LVL'S (2) 3 1/2" SIMPSON SDS SCREWS AT 24" O.C. BOTH SIDES (4) 1 3/4" LVL'S T-__......_._..__.____. (2) 6" SIMPSON SDS SCREWS AT 24" O.C. BOTH SIDES .......................__._.._. _.._.; • 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 BE SUBSTITUTED FOR 16D NAILS " 10DX1-1/2" NAILS MAY NOT BE SUBSTITUTED AT ALL OTHER (3) 9 1/2" LVL HEADER LOW ROOF FRAMED OVER SHEATHED MAIN ROOF LEGEND ® REPRESENTS POST OF BUILT UP STUDS ® REPRESENTS SOLID POST AS NOTED REPRESENTS STRUCTURAL BEAM OR HEADER AS NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER IF NOT INDICATED REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING AS NOTED ----� 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 INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR WALLS REQUIRING BLOCKING REPRESENTS WALL BELOW. SEE LOWER PLAN _ _ _ _ _ _ REPRESENTS STRUCTURAL BEAM OR HEADER BELOW. SEE LOWER FRAMING PLAN — — -- — — — REPRESENTS STRUCTURAL RAFTER FRAMING BELOW FRAMING BUILT OVER Drawings and specifications, instruments of professi€ service, are and shall remain Property of the engineer. Th documents are not to be use( whole or in part, for any of projects or purposes, or by other parties, than those prop authorized by contract,witt the specific written authoriza of Jacobson Structures LLC. PROJECT ADDRESS: Brick Yard F Block 44 1 Fishers Islanc PROJECT NAME: W U z LU D SHEET NUMBER: S1.2 EET NAME: ROOF FRAMING PLA ALE: 1/4" = 1 TE: September 22, 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ { I-------------------------------� `I I j I 'I 3'-0" X 3'-0" X 12" FOOTING WITH (5) #4 REBAR PLACED 3" FROM < I BOTTOM OF FOOTING - - I I I I 7 - - PSL POST FROM ABOVE ON SIMPSON ABU66 POST BASE I I I I I I I I I I I I , L_ ----------------------------— J b ----------------------------- FOUNDATION PLAN GENERAL NOTES: 1. REVIEW ALL NOTES ON S0.0 2. SEE ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND WALL AND FOOTING ELEVATIONS 3. DO NOT EXCAVATE LOWER THAN AN IN PLACE FOUNDATION 4. THE BOTTOM OF ALL NEW FOOTINGS SHALL BE T-6" BELOW FINAL GRADE. 5. FOOTINGS MAY BE STEPPED PROVIDED THE SLOPE OF THE BOTTOM OF FOOTING DOES NOT EXCEED 2 UNITS HORIZONTAL TO 1 UNIT VERTICAL 5 1/4" X 5 1/4" PSL POST SECOND FLOOR FRAMING PLAN GENERAL NOTES: 1. REVIEW ALL NOTES ON S0.0 2. RIM JOISTS ARE 1 1/4" TIMBERSTRAND LSL 3. ALL WALL HEADERS ARE (2) 9 1/2" LVL'S UNLESS NOTED OTHERWISE 4, ALL POSTS SUPPORTING WALL HEADERS ARE (1) 2X JACK STUD AND (1) 2X KING STUD UNLESS NOTED OTHERWISE 5. ALL POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST AS WIDE AS THE SUPPORTED BEAM ® REPRESENTS POST OF BUILT UP STUDS ® REPRESENTS SOLID POST AS NOTED REPRESENTS POST ABOVE FRAMING. REFER TO FRAMING PLANS FOR LEVELS ABOVE. LOCATE FRAMING ACCORDINGLY O REPRESENTS STEEL TUBE COLUMN. HSS4X4X1/4 UNLESS NOTED OTHERWISE REPRESENTS STRUCTURAL BEAM OR HEADER AS NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER IF NOT INDICATED REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING AS NOTED ------ REPRESENTS STUD WALL OF 2X6 STUDS AT 16" O.C. WITH 1/2" PLYWOOD SHEATHING FASTENED WITH 81) NAILS 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 FRAMING ACCORDINGLY F — — — - REPRESENTS CAST IN PLACE CONCRETE I I FOUNDATION WALL AND CONTINUOUS CAST IN L _ _ _ _ PLACE CONCRETE FOOTING 5 1/4" X 5 1/4" PSL POST ROOF FRAMING PLAN GENERAL NOTES: 1. REVIEW ALL NOTES ON S0.0 2. ALL RAFTERS ARE 2X10'S AT 16" O.C. UNLESS NOTED OTHERWISE 3. INSTALL SIMPSON H2.5T AT ALL RAFTER/TOP PLATE CONNECTIONS 2. ALL WALL HEADERS ARE (2) 2X10'S UNLESS NOTED OTHERWISE 3. ALL POSTS SUPPORTING WALL HEADERS ARE (1) 2X JACK STUD AND (1) 2X KING STUD UNLESS NOTED OTHERWISE 4. ALL POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST AS WIDE AS THE SUPPORTED BEAM 5. TYPICAL HANGER FOR LVL BEAMS IS SIMPSON HU FACEMOUNT HANGER UNLESS NOTED OTHERWISE , gp6 A D 1- C) G l..5 Z i O C3 M L S2 Clt Mj Ci S;a y4� 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 of Jacobson Structures LLC. PROJECT ADDRESS: Brick Yard Road Block 44 Lot 6 Fishers Island, NY PROJECT NAME: W U z W 0 C/) ) W rr rr W Q m SHEET NUMBER: S1.3 SHEET NAME: GARAGE FRAMING AND FOUNDATION PLAN SCALE: 1/4" = 1'- 0" DATE: September 22, 2017 8DAT 6" O.C. -..__..._.._.._......._...__........._..- -----......-- ....._...._.._.... --- (4) 8D NAILS INTO EACH STUD-_._-._:..___.__._ "NOTE PLYWOOD SHEATHING LAPS FLOOR FRAMING AS SHOWN ------------ (4) 8D NAILS INTO RIM JOIST AT 16" O.C. 8DAT 6" O.C._......._........__...__.....__.. ---.._... (2) #4 BAR CONTINUOUS LAP 2'-0". PLACE 2" BELOW TOP OF WALL AND 1 1/2" CLEAR FROM SIDES .i No C) - BLOCKING BEHIND PLYWOOD PANEL JOINTS ---- 4" SIMPSON SDS SCREW THROUGH WALL PLATE AT EACH JOIST • • ------ - -- PRESSURE TREATED 2X6 r` SILL PLATE - — - - - - - - 1/2" ANCHOR BOLT AT 48" O.C. SEE STRUCTURAL SPECIFICATIONS PAGE. '7]- 10" CONCRETE FOUNDATION WALL (3) #4 BOTTOM CONTINUOUS LAP 2'-0". PLACE 3" CLEAR FROM BOTTOM AND SIDES —• FIRM, UNDISTURBED SOIL WITH BEARING CAPACITY PER STRUCTURAL NOTES - -- - 1 S2.0 STUD BEARING WALL PER PLAN - - 1/2" ANCHOR BOLT AT 48" O.C. SEE STRUCTURAL SPECIFICATIONS PAGE. - #4 REBAR VERTICAL AT 12" O.C. 10" CONCRETE WALL - - #4 REBAR HORIZONTAL AT 18" O.C. - - - - - TYPICAL FOUNDATION WALL SECTION SCALE 1" = 1'-0" (3) #4 BOTTOM CON LAP 2'-0". PLACE 3", BOTTOM AND SIDE; FIRM,UNDISTURBED SOIL WITH BEARING CAPACITY PER STRUCTURAL NOTES - - - 3'-4" 5" CONCRETE SLAB WITH 6X6 W1.4 WELDED WIRE MESH 10 MIL POLYETHYLENE VAPOR BARRIER. 6" GRAVEL OR CRUSHED STONE COMPACTED FILL #4 REBAR DOWEL AT 12" LAPPED WITH VERTICAL BARS -- #4 REBAR AT 12" O.C. FOUNDATION WALL AT CRAWL SPACE S2.0 )SCALE 1" = 1'-0" SIMPSON CS20 STRAP OVER EACH RAFTER I DGE BEAM =R PLAN DOF RAFTER =R PLAN RAFTER TO RIDGE ('4 TYPICAL CONNECTION S2.0 SCALE 1" = 1'-0" ROOF RAFTER PER PLAN — 8D NAILS AT 6" O.C. STAGGERED TO EACH PLATE (4) 8D NAILS, 3" SPACING STUD WALL PER PLAN 1/2" PLYWOOD SHEATHING I DW 5600 SCREW RAFTER IN PLACE ICANE TIE RAFTER TO WALL 5 TYPICAL CONNECTION S2.0 SCALE 1 if= 1'-0" > Z �, 0 W t C? 0 > c� c U G� QV(- LQ c- fs � w� 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 contract,without the specific written authorization of Jacobson Structures LLC. PROJECT ADDRESS: Brick Yard Road Block 44 Lot 6 Fishers Island, NY PROJECT NAME: W 0 z W 0 C/) W rr rr W Q m SHEET NUMBER: S2.0 SHEET NAME: STRUCTURAL DETAILS SHEET A SCALE: as noted DATE: September 20, 2017 #4 AT 2'-0" O.C. 5" CONCRETE SLAB 5" CONCRETE SLAB WITH 6X6 W1.4 WELDED WIRE W1.4 WELDED WIRE MESH - - 10 MIL POLYETHYLENE VAPOR 10 MIL POLYETHYLE BARRIER. VAPOR BARRIER. 6" GRAVEL OR 6" GRAVEL OR CRU CRUSHED STONE STONE TYPICAL FOUNDATION WALL SECTION SCALE 1" = 1'-0" (3) #4 BOTTOM CON LAP 2'-0". PLACE 3", BOTTOM AND SIDE; FIRM,UNDISTURBED SOIL WITH BEARING CAPACITY PER STRUCTURAL NOTES - - - 3'-4" 5" CONCRETE SLAB WITH 6X6 W1.4 WELDED WIRE MESH 10 MIL POLYETHYLENE VAPOR BARRIER. 6" GRAVEL OR CRUSHED STONE COMPACTED FILL #4 REBAR DOWEL AT 12" LAPPED WITH VERTICAL BARS -- #4 REBAR AT 12" O.C. FOUNDATION WALL AT CRAWL SPACE S2.0 )SCALE 1" = 1'-0" SIMPSON CS20 STRAP OVER EACH RAFTER I DGE BEAM =R PLAN DOF RAFTER =R PLAN RAFTER TO RIDGE ('4 TYPICAL CONNECTION S2.0 SCALE 1" = 1'-0" ROOF RAFTER PER PLAN — 8D NAILS AT 6" O.C. STAGGERED TO EACH PLATE (4) 8D NAILS, 3" SPACING STUD WALL PER PLAN 1/2" PLYWOOD SHEATHING I DW 5600 SCREW RAFTER IN PLACE ICANE TIE RAFTER TO WALL 5 TYPICAL CONNECTION S2.0 SCALE 1 if= 1'-0" > Z �, 0 W t C? 0 > c� c U G� QV(- LQ c- fs � w� 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 contract,without the specific written authorization of Jacobson Structures LLC. PROJECT ADDRESS: Brick Yard Road Block 44 Lot 6 Fishers Island, NY PROJECT NAME: W 0 z W 0 C/) W rr rr W Q m SHEET NUMBER: S2.0 SHEET NAME: STRUCTURAL DETAILS SHEET A SCALE: as noted DATE: September 20, 2017 I A C MATCHLINE 1 / A1.0 i �..e.•e.•�..e.•e.•e.•e.•e..e..e..e..e..e..�..e..e..e..� D:! I 24'-8" F 3 — A3.1 G W --------------------------------------------------------- r — a T T ° II a Step in Vvall lat;.ragp I I II a dooflopdnint,ty�. h I I I I II II II II II I II I I I II II II II II II II II I I I I I II II II II II II II II II I I I I II II II II II II II II II I I o I I I �F— I I I I I I I I I I I I I I I I I I a I I I I I I I I I I I I a I I Step in wall at garage door opening, typ. Garage Slab on Grade _ a I Pitch slab down 3" to doors A A i b I , I I 4" Slab on grade; normal weight, I F11 reinforced with 6x6 2.0x2.0 w.w.f. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I I I — — — — I I I I I I I I I I I I I I I I I I Step in wall at garage a I door opening, typ. I I I I I I I I I I I I I a I I I I I I I I I I I I a i q I a I I I I I I L ---------------------------- ----------------------------J ° ° ° ° °y n° Lt ----------------------------------- 24'-8" 1 GARAGE FOUNDATION PLAN G 1.0 114" = 1'-0" 10/30/2017 4:11:35 PNI MATCHLINE 1 / A1.2 - Continuous reinforced concrete footing below, typ. I I I Typical Foundation Top 2x6 P.T. Sill Plate Foam Sill Sealer 1/2"0x12" Galvanized Anchor Bolts @ 6'-0" o.c. (Frost Walls) I O 3/4"0x12" Galvanized Anchor I I Bolts @ 4'-0" o.c. (FoudantillsWails) ——1'=0"Tutax-in From Viers A3.1 I I Typical Foundation Wall Poured Concrete Wall j (2) #4 Bars Continuous @ Top and I Bottom of Walls Rub -R -Wall Waterproofing 2" Insulating Drainage Board I Poured Concrete Spread Footing a, Bottom of Footing Shall be 42" Below o, Grade on Undisturbed Soil, Typ. I Typical Concrete Slab Floor 5" Concrete Slab I ` 6x6 1.4x1.4 w.w.f. Reinforcing 2" Rigid Insulation, R-10 Min. 10 Mil Poly Vapor Barrier 6" Crushed Stone + - - - - -- - - - GARAGE PLAN 1/4" = 1'-0" Garaae Slab on Grade Pitch slab down 3" to doors Af 5" Slab on grade; normal weight, reinforced with 6x6 2.0x2.0 w.w.f. Common garage ceiling to dwelling to be 1 -hour rated (use 5/8" type 'X' fire code gypsum board) 24'-0" kin — I I I I iT II I I r� ...........................:..........................:...........:..'T G 1.0 0 i� b N Cl) I— A CIII TECTIJ E I Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarchitecture.com doylecoffinarchitecture.com I i — — 3 — — A3.1 3 GARAGE SECOND FLOOR PLAN " G1.0 1/4" = 1'-0-- - - BRICK -- YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY J F Issued for Permit 10/30/17 REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 [RINCIPAL JMD] ❑� �,1 '�❑e [.A. VTF] [ROJECT # 813] DESIGN DEVELOPMENT i GARAGE I DRAWINGS [O DOYLE COFFIN ARC HrfECTURE, LLC 2016 ] a��;dhip?ihl':�vrgnrkr�ir -I [SHEET .. � 40 L ' ���ry �',T �° o2a�ya ° OQ��� ■ ti OF �rrurrrrriplAlnlnNA���� � J � _ .................................. ,i L- I J PRELIMINARY NOT FOR CONSTRUCTION THIS COMPUTER FILE / DRAWING IS FOR i INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. NOTES MATCHLINE 1 / A1.3 O Ref. North' i i II i NEW CONSTRUCTION FOR 1 1 1 1 1 1 I. JAMES M. & DIANE M. BAKER--- --- — — 3 — — A3.1 3 GARAGE SECOND FLOOR PLAN " G1.0 1/4" = 1'-0-- - - BRICK -- YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY J F Issued for Permit 10/30/17 REVISIONS DESCRIPTION DATE ISSUED FOR PRICING [1] 04/29/16 ISSUED FOR PRICING [2] 12/01/16 [RINCIPAL JMD] ❑� �,1 '�❑e [.A. VTF] [ROJECT # 813] DESIGN DEVELOPMENT i GARAGE I DRAWINGS [O DOYLE COFFIN ARC HrfECTURE, LLC 2016 ] a��;dhip?ihl':�vrgnrkr�ir -I [SHEET .. � 40 L ' ���ry �',T �° o2a�ya ° OQ��� ■ ti OF �rrurrrrriplAlnlnNA���� � J � _ 2 3 4 5 6 7 8 ..... ...... F -SHEET NOTES C owk F G I Slab on Grade W 13'-0" 13'-0" PORC PORC PORC w APO—RC Unfinished Basement Crawl Space Slab on Grade CY W —y—PORC f% Y PORC APORC — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EQ EQ EQ EQ EQ rt I EQ EQ EQ EQ EQ . ... . .... .. .. ... ... . .... u -j APORC W Stair Hall FIN W AR LJr YR W CL T-6" TC-6" L a Storage EQ EQ . V L01 R ...... . .. _�P_ORC PORCU, Stair Hall W Mechanical Room W CY LU Uj L+j R jj APORC W . ... .. .......w...... ... ..... uj PORC k ry Covered Ent CY Crawl Space Slab on Grade W f Slab on Grade PORC Ld �.2 W EQ EQ EQ EQ MATCHLINE 4- - ---------- . ... .... .. ........... A3.1 ............... 10/30/2017 4:11:27 PNI Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203 14,3119764 fax info@doylecoffinarcliitecture.com doylecoffinarcliitecture.com L L . . . . ... ..... L 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 CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. NOTES I II Ref. North NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY Issued for Permit _...._10/30/17GENERAL NOTES F Construction Notes: REVISIONS 1. New walls shown shaded, typ. DESCRIPTION DATE 2. All interior partitions to be 2x4 studs @ 16 oc. 3. All exterior walls to be 2x6 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 & roof framing. 5. All dimensions shown to stud face. Verify in 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. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. Electrical Notes: —1 L 1. Provide & install new switches, wiring, outlets, etc. as required by code. Install new EPRINCIPAL JMD FE] M fixtures. 2. Provide & install new Smoke Detectors, P.A. VTF and CO Detectors as required by code. 2. GC to provide wiring for all Telephone & ! Data outlets, coordinate locations with owner. PROJECT # 813] Smoke Detectors are required: in each DESIGN DEVELOPMENT sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; at all stories of the dwelling, including the basement. All smoke detectors to be interconnected such that one detector will BASEMENT RCP activate all building alarms. Smoke detectors shall be powered from the building wiring and a battery back-up. Carbon Monoxide Detectors are required outside each separate sleeping area in the D011E COFFIN ARCHITECTURE, LLC 2017 immediate vicinity of the bedrooms. All CO Detectors to be interconnected such that one',,, SHEET - detector will activate all building alarms. CO D C Detectors shall be powered from the building wiring and a battery back-up. < 0 028554 OQ N JL LL__ ErM 1 2 3 4 5 6 .. ... . .. ...... . .. . ... . . .... ...... ... . ....... . ...... . ...­­ ­­­­­­­­­.­. . .. —I— - .. ­. � - .... � ... . . I . I � � � - ­­ --..-.1--- - ­­­.­­­­ _L MATCHILINE 1 / E1.1 F±] F±] Garage Door Controls ..... . . . . ........ ..... ... . ..... ...... .. 2 FIRST FLOOR RCP -GARAGE �E1.1 1/4" = 11-01, a UJI a Uj a W a W A3.0 EQ 01 . . ...... .. ............. ­� .......... ...... is 3'-6" EQ $E X 3'-6" 7 . I . ­­ ... . . .1 9 ii LA L+j R 9 EQ EQ 4. Screen Porch Wood Ceiling is I OR LU . .. . ....... . ..... .. .. Lij .7. T [71 (D= a L-0 Master Bedroom LU EQ CE EQ Z-4" EQ EQ ZD 10 Great' Room N tchen,-,- �,J N. . .... Lu FAN R []R % Cy 9 EQ (0 EQ W Bathroom Master ............ .. 9 uj zo rLIZ7 I I H-11 I i i Lu Ile --------------- ------ QP_ RL CY t-0 EQ EQ� 'r ..... T' rr R IJ EQ EQ EQ EQ 101i 011 E(,! Cy 9 CY 2'-6" (L 4'-3" 2'-6" LLI L W FAN 3� _�R LLJ AL jj A3.2 #R R R Master Closet E LU Staircase Powder Room Laundry Room Id 4'-0" J 4-4- T -V CL �AN UJI L+j R Ac AR RL AR Entry Hall AR AR Mudroom T r 1 rA7 i Alcove Guest Bathroom W xzl_ J –77.7T U ;Doorbell; Guest Closet j ] Jamb =-h ii LU Office LO C, Guest Bedroom a W LU LA L X, LO Co C3 W J, 91-91, ............ EQ EQ(E EQ EQ CL EQ EQ L., e e, o,— MATCHLINE 70, 2 E1.1 ril FIRST FLOOR REFLECTED CEILING PLAN 10/30/2017 4:11:31 PM d FSHEET .NOTES , Ref. North NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY L _J L _j F_GENERAL NOTES [issued for Permit 10/30/1 7 1 Construction Notes: REVISIONS 1. New walls shown shaded, typ. DESCRIPTION DATE 2. All interior partitions to be 2x4 studs @ 16"oc. 3. All exterior walls to be 2x6 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 & roof framing. 5. All dimensions shown to stud face. Verify in 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. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. ii Electrical Notes: L L 1. Provide & install new switches, wiring, outlets, etc. as required by code. Install new 1PRINCIPAL JMD fixtures. 4116 2. Provide & install new Smoke Detectors, A. VTF1 and CO Detectors as required by code. 1P 2. GC to provide wiring for all Telephone & rpROJECT# 813] - �qj Data outlets, coordinate locations with owner. Smoke Detectors are required: in each DESIGN DEVELOPMENT sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; at all stories of the dwelling, including the basement. All smoke detectors to be interconnected such that one detector will FIRST FLOOR RCP activate all building alarms. Smoke detectors shall be powered from the building wiring and a battery back-up. Carbon Monoxide Detectors are required outside each separate sleeping area in the DOYLE COFFIN A RCII rF E C T U RE, LLC 2017 immediate vicinity of the bedrooms. All CO Detectors to be interconnected such that one[SHEET detector will activate all building alarms. CO \-A aS0mumuuuoii A Detectors shall be powered from the building wiring and a battery back-up. 02855 Q c is TF F —1 L U/1"M M _J L �111111 — L _J Doyle Coffin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarchitecture.com doylecoffinarchitecture.com j 1 L F* F 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 CONSTRUCTION DOCUMENTS FROM THE L ARCHITECT. _j NOTES Ref. North NEW CONSTRUCTION FOR JAMES M. & DIANE M. BAKER BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY L _J L _j F_GENERAL NOTES [issued for Permit 10/30/1 7 1 Construction Notes: REVISIONS 1. New walls shown shaded, typ. DESCRIPTION DATE 2. All interior partitions to be 2x4 studs @ 16"oc. 3. All exterior walls to be 2x6 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 & roof framing. 5. All dimensions shown to stud face. Verify in 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. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. ii Electrical Notes: L L 1. Provide & install new switches, wiring, outlets, etc. as required by code. Install new 1PRINCIPAL JMD fixtures. 4116 2. Provide & install new Smoke Detectors, A. VTF1 and CO Detectors as required by code. 1P 2. GC to provide wiring for all Telephone & rpROJECT# 813] - �qj Data outlets, coordinate locations with owner. Smoke Detectors are required: in each DESIGN DEVELOPMENT sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; at all stories of the dwelling, including the basement. All smoke detectors to be interconnected such that one detector will FIRST FLOOR RCP activate all building alarms. Smoke detectors shall be powered from the building wiring and a battery back-up. Carbon Monoxide Detectors are required outside each separate sleeping area in the DOYLE COFFIN A RCII rF E C T U RE, LLC 2017 immediate vicinity of the bedrooms. All CO Detectors to be interconnected such that one[SHEET detector will activate all building alarms. CO \-A aS0mumuuuoii A Detectors shall be powered from the building wiring and a battery back-up. 02855 Q c is TF F —1 L U/1"M M _J L �111111 — L _J C H 1......._......._ .................................._._.. ....._...._ _�....._......... 3........ 4 ........_�... 5 6 7 .. .. ... ... 8 ELECTRICAL SYMBOLS MARK SYMBOL DESCRIPTION MANUFACTURER HOUSING/MODEL TRIM INPUT VOLTAGE LAMP NOTES i I THIS COMPUTER FILE / DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT j Playroom R4"0 "'111"` Recessed Juno or Equal TBD TBD 120V TBD 3000K -3500K Color Temp. Verify with Owner ..................... ...... ... ..... .........-........ ................_........ ..... ..... _.......................................................... .. ................................................... ... ............................................................ ........................................ . RE 4"0 Recessed; Exterior Location Juno or Equal TBD TBD 120V TBD 3000K -3500K Color Temp. Verify with Owner Closet RW 4"0 Recessed Wall Washer Juno or Equal TBD TBD 120V TBD 3000K -3500K Color Temp. Verify with Owner Closet .. _.. .. ......... ... RL "'.... 4"0 Lensed Recessed; Wet Location Juno or Equal TBD TBD 120V TBD 3000K -3500K Color Temp. Verifywith Owner S .........."`...TTT.. 4i __..__....._......._......._..........._.............................. .................... Decorative Wall Mounted -Interior __ . _.. _........_. _._...... _.. __.. _ TBD ............. _.......__.. TBD NA TBD TBD _ .... _...___ __..__.._. _. .. _............... Allowance $300 each W .L4) -#- Alcove SE h\ t > Decorative Wall Mounted -Exterior TBD TBD NA TBD TBD Allowance $300 each E C 41 Ceiling Mounted TBD TBD NA TBD TBD Allowance $300 each _. ............ ... ..... ....... ..........__....... _............... ........ ......... ._ ._ ......__..............1.................... ... ....... ..........._....._...... _....... ........ ... ........................ ............... ....__......... ... ..... ..... ..._.. .. _......._........_...... PORC Ceiling Mounted; Porcelain Utility TBD TBD NA TBD TBD lTTT... ......_..........._ ...... _._ . .. _..._................ . ....._....._........ .. P T "T11"" 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 EQ EQ EQ I EQ EQ ( iEQ (_E 6:_0° a 1 _ . ., c .............. pie R ! R io to rA> i I THIS COMPUTER FILE / DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT j Playroom CONSTRUCTION WITHOUT A SEALED SET OF (_E 6:_0° a 1 _ . ., c .............. pie R i V a Bedroom #2 ' AR `+, 1 P j i f;9 w j p Bedroom #1 ClosetJI — — — _...._. _ Closet A3.1 — — — - - .................. f � w FAN t -r } W #g �j Stair Hall th #1 y B N a r ' L Staircase 1 N a 1 SECOND FLOOR REFLECTED CEILING PLAN E1.2 1/4" = 1'-0" 10/30/2017 4:11:33 PM Ct 1 A3.1 2 SECOND FLOOR RCP -GARAGE E1.2 1/4" = 1'-0" t tC) N -Uj U, :L I 4 4 a i PRELIMINARY NOT FOR CONSTRUCTION i' THIS COMPUTER FILE / DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. I NOTES Fi EQ EQ R is Closet Closet f W .L4) -#- Alcove { h\ t > ! R \ E 41 t R i V a Bedroom #2 ' AR `+, 1 P j i f;9 w j p Bedroom #1 ClosetJI — — — _...._. _ Closet A3.1 — — — - - .................. f � w FAN t -r } W #g �j Stair Hall th #1 y B N a r ' L Staircase 1 N a 1 SECOND FLOOR REFLECTED CEILING PLAN E1.2 1/4" = 1'-0" 10/30/2017 4:11:33 PM Ct 1 A3.1 2 SECOND FLOOR RCP -GARAGE E1.2 1/4" = 1'-0" t tC) N -Uj U, Uj PO : SHEET NOTES Doyle Collin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarchitecture.com ' doylecoffinarchitecture.com L _ � :L I 4 4 a i Uj PO : SHEET NOTES Doyle Collin Architecture, LLC 158 Danbury Road Ridgefield, Connecticut 06877 203143116001 203143119764 fax info@doylecoffinarchitecture.com ' doylecoffinarchitecture.com L _ � BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY J E _... .. /30/ GENERAL NOTES F Issued for Permit 10 17 Construction Notes: REVISIONS 1. New walls shown shaded, typ. DESCRIPTION DATE 2. All interior partitions to be 2x4 studs @ 16"oc. 3. All exterior walls to be 2x6 studs @ 16"oc. ISSUED FOR PRICING [1] 04/29/16 4. See Framing Plans and/or Sections for floor & roof framing. ISSUED FOR PRICING [2] 12/01/16 5. All dimensions shown to stud face. Verify in 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. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. ical Notes: L_ I L ] 1. P vide & install new switches, wiring, ,--, fixtures. etc. as required by code. Install new [PRINCIPAL JMD] 0 ,+ rLmr. 3 2. Provide & install new Smoke Detectors, A. VTF] and CO Detectors as required by code. - FP 2. GC to provide wiring for all Telephone & -- -- �-. Data outlets, coordinate locations with owner. [PROJECT # 813] r Smoke Detectors are required: in each DESIGN DEVELOPMENT sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; at all stories of the dwelling, including the basement. All smoke detectors to be SECOND FLOOR interconnected such that one detector will activate all building alarms. Smoke detectors RC shall be powered from the building wiring and a battery back-up. Carbon Monoxide Detectors are required - outside each separate sleeping area in the �O DOYLE COFFIN ARCHI'T'ECTURE, LLC 2017 ] immediate vicinity of the bedrooms. All CO `\'C� .. ... ... .. ... ... ..... Detectors to be interconnected such that one detector will activate all building alarms. CO F� o ARc <,, , SHEET Detectors shall be powered from the buildingr� o wiring and a battery back-up. Lei o��N�` �j? P �0 02a55°', Q� OF J L_ fit :L I J PRELIMINARY NOT FOR CONSTRUCTION i' THIS COMPUTER FILE / DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. I NOTES BRICK YARD ROAD BLOCK 44 LOT 6 FISHERS ISLAND, NY J E _... .. /30/ GENERAL NOTES F Issued for Permit 10 17 Construction Notes: REVISIONS 1. New walls shown shaded, typ. DESCRIPTION DATE 2. All interior partitions to be 2x4 studs @ 16"oc. 3. All exterior walls to be 2x6 studs @ 16"oc. ISSUED FOR PRICING [1] 04/29/16 4. See Framing Plans and/or Sections for floor & roof framing. ISSUED FOR PRICING [2] 12/01/16 5. All dimensions shown to stud face. Verify in 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. 9. Provide & install new plumbing fixture as shown, tie into existing plumbing system. ical Notes: L_ I L ] 1. P vide & install new switches, wiring, ,--, fixtures. etc. as required by code. Install new [PRINCIPAL JMD] 0 ,+ rLmr. 3 2. Provide & install new Smoke Detectors, A. VTF] and CO Detectors as required by code. - FP 2. GC to provide wiring for all Telephone & -- -- �-. Data outlets, coordinate locations with owner. [PROJECT # 813] r Smoke Detectors are required: in each DESIGN DEVELOPMENT sleeping room; outside each separate sleeping area in the immediate vicinity of the bedrooms; at all stories of the dwelling, including the basement. All smoke detectors to be SECOND FLOOR interconnected such that one detector will activate all building alarms. Smoke detectors RC shall be powered from the building wiring and a battery back-up. Carbon Monoxide Detectors are required - outside each separate sleeping area in the �O DOYLE COFFIN ARCHI'T'ECTURE, LLC 2017 ] immediate vicinity of the bedrooms. All CO `\'C� .. ... ... .. ... ... ..... Detectors to be interconnected such that one detector will activate all building alarms. CO F� o ARc <,, , SHEET Detectors shall be powered from the buildingr� o wiring and a battery back-up. Lei o��N�` �j? P �0 02a55°', Q� OF J L_ fit