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Home My WebLink About34897-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33864 Date: 07/30/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 5 Block 1 Lot 7.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 30, 2009 pursuant to which Building Permit No. 34897-Z dated JULY 30, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH FRONT AND REAR COVERED PORCHES AS APPLIED FOR. The certificate is issued to MAARTEN R & CLAUDIA VANHENGEL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0013 11/18/08 ELECTRICAL CERTIFICATE NO_ 3018736 10/17/08 PLUMBERS CERTIFICATION DATED 09/19/08 GLENN GELLO t r' o riz4d Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33865 Date: 07/30/09 THIS CERTIFIES that the building ACCESSORY Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 5 Block 1 Lot 7.5 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 30, 2009 pursuant to which Building Permit No. 34897-Z dated JULY 30, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is NONHABITABLE ACCESSORY TWO CAR GARAGE WITH STORAGE AS APPLIED FOR. The certificate is issued to MAARTEN R & CLAUDIA VANHENGEL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3018736 10/17/08 PLUMBERS CERTIFICATION DATED N/A tho ized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD I r Q BUILDING DEPARTMENT TOWN HALL 765-1802 MAY 2 9 2009 4 APPLICATION FOR CERTIFICATE OF OC UP OLDG.DEPT. 10WN OF SOUTHOLD This application must be filled in by typewriter or ink and submitted to the Building Department wit e wing: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,,streets, and unusual natural or topographic features. ---- ' 2. Final Approval from Health Dept, of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or.topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees _ 1. Certificate of Occupancy-New dwelli $25. dditions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building 25.0 ,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Bui` ing- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 2 ©9 New Construction: V Old or Pre-existing Building: (check one �--, Location of Property: �r (fit 3 ) $ �) �s �l _yt House No. Street B l4amle Owner or Owners of Property: e� d , tak�l_\ - �L r (,��•vl c u e Suffolk County Tax Map No 1000, Section e)® � Block ' Lot S� Subdivision �'S9 r ?.�/-O. Filed Map. Lot: Permit No. Date of Permit. v Applicant: ,--`f'7 6oYl4—rk Health Dept. Approval: y Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ . r 3� � Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 3 q IW9� PERMIT NO. 3 48 Z Date JANUARY 17, 2007 Permission is hereby granted to : DRUSILLA VANHENGEL 350 RIVER RD SCARBOROUGH,NY 10510 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AND ACCESSORY GARAGE IN THE REQUIRED REAR AS APPLIED FOR PER DEC AND TRUSTEES . 2 COS REQUIRED. at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 005 Block 0001 Lot No. 007 . 005 pursuant to application dated DECEMBER 6, 2006 and approved by the Building Inspector to expire on JULY 17, 2008 . Fee $ 1, 538 .40 Aut rite Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34897 Z Date JULY 30, 2009 Permission is hereby granted to: MAARTEN R & CLAUDIA VANHENGEL 350 RIVER RD SCARBOROUGH,NY 10510 for CONSTRUCTION OF A NEW ONE FAMILY DWELLING & ACCESSORY GARAGE AS APPLIED FOR PER DEC & TRUSTEES . THIS PERMIT REPLACES BP 32648 . at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 005 Block 0001 Lot No. 007 . 005 pursuant to application dated JULY 30, 2009 and approved by the Building Inspector to expire on JANUARY 30, 2011 . , Fee $ 1, 538 .40 Authorized Signature ORIGINAL Rev. 5/8/02 L3PLr.PLrL3 L3PLJ[1MPL i][�'E 11[.n[n[JL3rL. �[J�r�[J�[.f[1�[J�[J�[J�rJ�[J�[J�[J�[J�[J�[J�[J�[1�[1�[1�[J�[1�tJ�rJ�rJ�rJ�[J�[J�[1�[J�[n[J�[1�[1@J�[1�rJ�[J�[1RPLPLPLLrL3PLP � 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 J 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 Z& S CONTR. INC. MAARTEN & CLAUDIA VANHENGEL 5 PO BOX 202 543 EAST END ROAD 5 5 FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 5 5 5 5 Located at 543 EAST END ROAD FISHERS ISLAND, NY 06390 5 5 5 Application Number:. 3018736 Certificate Number: 3018736 5 5 5 5 Section: Block: Lot: Building Permit: 0 BDC: nsl1 5 5 5 Residential 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor, Detached Garage, Outside,Attic, 5 5 _ _ 5 5 A visual inspection of the premises electrical system, limited to electrical devices`and wiring to' the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of October, 2008. C� 5 Name QTY Rate Ra ing Circuits Tyne 5 5 Alarm and emergency equipment 5 Sensor 1 0 0 Carbon Monoxide 5 5 Appliances and Accessories 5 5 Air Handler 2 0 20 Amps 5 Dish Washer 2 0 1.2 KW 5 5 Exhaust Fan 5 0 F.H.P 5 5 Furnace 1 0 Oil 5 Hydro Massage Tub(Therapeutic) 2 0 5 5 Panels 1 100 2 C, 5 Service 5 5 Service Disconnect: 2 200 t cb ` 5 5 Servicel Phase3w Service 5 Rating400Amperes 5 5 Wiring And Devices 5 5 AFCI 4 0 5 Dimmer 33 0 120 V 5 5 Fixture 9 0 Fluorescent 5 Fixture 107 0 Incandescent Cj 5 Continued on Next Page 1 of 2 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o ��MPCP��0E11��090��LPL��LPL��LPLL�RPLPLrL3 r�[J�[J�[J�[P[.n[.n[J�[J�[.1�[J�[ J�[J'[1PLPL[rL3J �[J�[J�Gf[1�[1[.f[J�[1�[J�[J�r�[n[.n[.f[J�[J�[J�[J�[J�[J�[P[J�[J[J�[J�[1�[J�[.n[J�[J�[J�[1�[J�[J�[1�[.n[J�[J�[1�[1[J�r�[J� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE .UNDERWRITERS 5 S 5 5 BUREAU OF. ELECTRI,CITY.. ..:,. 5 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 Z& S CONTR. INC. MAARTEN & CLAUDIA VANHENGEL 5 Cj PO BOX 202 543 EAST END ROAD 5 5 FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 5 SLocated at 543 EAST END ROAD.FISHERS ISLAND, NY 06390 5 5 Application:Number: 3018736 Certificate Number: 3018736 5 5 S 5 Section: Block: Lot: Building^Perm#:� p ,eJ` BDC: ns11 c5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement, First Floor, Second Floor,Detached Garage, Outside,Attic, 5 5 5 A isual inspection f he remises electricals stem limited to electrical devices and wiring to the extent detailed v pec o f p system, g 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 17th Day of October, 2008. 5 5 Name QTY Rate Rating Circuits Tvoe GFCI Circuit Breaker 4 0 C5, 5 Outlet 116 0 Fixture 5 Cj Outlet 133 0 Gen, Purpose rj S Paddle Fan 7 0 5 Receptacle 4 0 20a laundry Appliance 5 5 Receptacle 12 0 GFCI. 5 Receptacle 76 0 Gen, Purpose 5 Switch 60 0 Gen, Purpose 5 S 5 5 5 5 5 5 5 5 5 5 5 seal 5 5 2 of 2 55 5 This certificate may not be altered in any way and is validated only by the presence of�a raisedzeal�at the..location indicated. 5 5 � 5 o ��LrLLprPrIrN, �� o TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR o P.O. BOX 728 u' TOWN HALL O SOUTHOLD, N.Y',. 11971 C E R T I F IC A•-T. I O :N Date Building Permit No Owner M.M,' C,, V.11 •f J Q.GI �J Y r (please print) Plumber tjG� �Cll (please print) I .certify that the solder used in the water supply system contains less than 2/10 of 1% .lead. . • (plTumber 's .signature) Sworn to before me this �cl day of -ey�c, ' terry .Public Notary -Public, " County MARY B PANKIEWICZ Notary Public,State of New York err PA--8267950 Commission Expires jobbor o 4t,f�Pd iq S1,ffolk Cott„ SOplyolo couHn,� TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Co r DATE � � � INSPECTOR TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS" BUILDING DEPARTMENT Do you have or need the follow' g,before applying TOWN HALL Board of Health SOUTHOLD,NY 11971 —3 gC! sets of Building Plans TEL: 765-1802 Survey PERMIT NO. o Check Septic Form R N.Y.S.D.E.C._/ 1 Trustees Examined ( ,20 `7' Contact: Approved / ,24- � Mail to: z�S J1p�q��', �• Disapproved a/c � 101-A Phone: F 7�57 Bui ding ector APPLICATION FOR BUILDING PERMIT - - - - Date / t.G , 2006, INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 a Certificate of Occupant is issued by the Building Inspector. 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. .Zips GGrI� b Zic.- (Signature of applic nt or name,if a corporation) r.d dox -20.2 14,Qwns l,,oP N1!GY,3?0 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /' A4,P C-N V- 61,414Wq L1ei4 (as on the tax roll or ifitest deed) If a plica is a co oratio , si nature of duly authorized officer (Name d title of corporate officer) Builders License No. '�2��5 j3--y Plumbers License No. 3 qqo :5--A4 f Electricians License No. </79F-A4F Other Trade's License No. 1. Location of land on which proposed work will be done: �J t �S 7- CnQ �0�40('c Sfl�/S •Ir6:11?nlz� House Number Street Hamlet County Tax Map No. 1000 Section DDT Block Lot 7J Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1/At_-, nr 41W,d . b. Intended use and occupancy 't? - t'k `j'ON e- V 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work � (Description) 4. Estimated Cost on cz'v.!>D Fee (to,be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars o? 6. If business, commercial or-mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories a Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. .Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: NO 13. Will lot be re-graded A110 Will excess fill be removed from premises: YES NO a 'Fw`7"`en 16vt 14. Naz:ies of Owner of~remise,:,/ WAr-OV �A 1& S/t A110J Y Address R°y ��une No. ��3/-G3/- 7S7y Name of Architect-Ai, Av'ss`s /,laAt" Address/Pak,#. 3"Va»41,P,GT hone No-b3-399- D/ab Name of Contractor74S fG,n� ."C_ Addressl'bAxo742 �i,y aa;k..Phone No. al-7H=7,pS7 NAY o4r39D � 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD, TOWN TRUSTEES 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. STATE OF NEW YORK) SS: COUNTY 0>~Tj� /hOM45 ':/• si//y being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 4;AiVe w_ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is-duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th' day of 20-j�& A le'7,ftw Notary blic S' ature of Applicant ROXANNE SPAULDING NOTARY PUBLIC,STATE OF NEW YORK No.01,06113942 QUALIFIED IN SlJfl01.K C(I.UNIY MY COMMISSION EXPIIil 5 At)(i,S), :'0 12/01/2006 08:25 2127591619 HIGHMOUNT CAPITAL PAGE 05/09 . 1 James F.King,)?resident �tv soar�j Town Ilan King, 53095 Route 25 Jill M.Doherty,Vice-Fresident Q.Q.Box 1179 Peggy A.Dickerson. Southold,New York 13.971-0959 Dave Bergen Col �O Telephone,.C$1 765-1892 John Holzapfbl O Fax(� o JAiv BOARD 01F TOWN TRUSTEES TOWN OF SOUTHOLD January 26, 2006' Ms. Libby Turowski Durland & Van Voorhis 628 Pleasant St. Suite 322 New Bedford, MA 02740 RE: MAARTTEN & CLAUDIA VAN HENGEL EAST END RD.JISHERS ISLAND SCTM#5-1-7.5 Dear Ms. Turowski: The Southold Town Board of'Trustees reviewed the site plan prepared by Richard H . Strouse dated October 4, 2005 and determined the proposed construction of a single- family dwelling, garage, and swimming pool to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erasion 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 97 andlor'Chapter 37 of the Town Code. it is your responsibility to ensure that all necessary precautions-are taken to prevent any sedimentation or other,alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 12/01/2006 08:25 2127591619 HIGHMOUNT CAPITAL PAGE 06/09 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, James F. King, President Board of Trustees JFK,Ims f 12/01/2006 08:25 2127591619 HIGHMOUNT CAPITAL PAGE 04/09 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 Webs➢te:www.dec.state,ny.us Denise M.Sheehan Commissioner LETTER OI+NON JM51)ICTION FRESHWATER WETLANDS ACT Maarten Van Hengel September 1.2, 2006 2 Evergreen Way Sleepy Hollow,NY 10591. Re: Application#1-4738-03571/00001. R.O.W. off East End Road,Fishers Island, SCTM# 1000-005-1-7.5 Dear Mx. Van•Hengel: Based on the information you submitted the Department of.Environmental Conservation has determined.that your proposed project to construct a dwelling and garage at the above referenced property is more than 1.00 .feet from regulated freshwater wetlands. Therefore,no permit is required pursuant to the Freshwater Wetlands Act(Article 24)and its implementing regulations (6NYCRR Part 663).' Be advised, all construction,clearing, and/or ground disturbance must remain more than 100 feet from the-freshwater wetland boundary. In addition, any changes, modifications or additional work to tb.e project as described,may require authorization by the Department. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies of local municipalities. Sincerely, Mark Carrara Deputy Permit Administrator cc: Charles Van Voorhis, Architect BOH file 12/01/2006 08:25 2127591619 HIGHMOUNT CAPITAL PAGE 02/09 FISHERS ISLAND WATIcR WORDS CORPORATION FISHERS ISLAND NEW YORK 063$0 A R FA CODE 68 7/788-7251 2/1/05 . .Suffolk County Department of Health Fishers Island Water Works is able to supply domestic water from their. distribution system to Suffolk County Tax Map# 1000-5-1-7.5 (F DCO Block S Lot 3) belonging to Drusilfa VanHengel. Sincerely yours, .01 Robert E. Wall President Out to Laundry Septic Sink Basement 3 11" T.O.SIab pump Basement VFR VTR VTR a;sQ aleas BOl 2" - 2' bA 2" ! ray " 1 i � `� ! „ o; 0 2 2 2 vent vend 2 2 2„ 2 a' 2„ Q �2" W'C. Lav W C av Sink Sink ©Shut off ; Outdoor Shower ° ISt FI. Tub 1�" 11» 12 0 valve ! Shower i agiZ Fin. Fl. 2" 3" 3" 3" 3° 12" 2 „Rj 4"waste L.P. 4 waste Gas—Riser 75 4 wb Guest Bath I CL. Pwdr Kitchen 103 109 107 00 ViR Vl-R I 2„ - ua 1 T� 2„ _. I � i I ; I i r• O 4 >, V ven o 0 2'� 2' 2' 2" 2" 3 S' _t „ �- o; o vent o s 1 2 2" I ; LL O 4"waste a W.C. Q Lav I I Tub° Washer i2" ° W'C' Lav Lav a � � Showe 2nd FI. r Tub Vi v � L vw Fin. FI. 3„ 3" 12 3" 2" 3„ 3„ 3„ 12" 12„ N o 4"Waste o Out to 4"waste zo .� Y Septic a o Bath Master Bath = o 203 207 ~ THOMPSON RAISSIS ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 1 STAMFORD CONNECTICUT 05902 T 203.399.0100 I F 203.399.0101 I MAIL@TR-ARCHITECTS.COM Project No.: Van Hengel 0625 Issued: 04/17/06 Window Schedule Revised: 12/21/06 GENERAL NOTES Window Types: • Frame: 6 9/16 DH Double Hung • Ext. Casing: AWN Awning • Head:5/4 x 3" TR Transom • Jamb: 5/4 x 3" Pict. Picture • Finish: QT Quarter Round * 'Exterior: Pine- Factory Primed SKY Skylight • Interior: Pine- Factory Primed Csmt. Casement • Hardware: • Sash Lock/Folding Handle: White Note: • Jamb/Weatherstripping: White Units in Window Schedule are based on Marvin Storm Plus-Wood •Screens: Windows -Clad Ultimate Series Products. • Frame: White/Removable All Doors/Windows units shall conform to windload/ • Mesh: Charcoal Fiberglass infiltration/impact requirement of 120 MPH wind zone • Glazing: Glazed openings must conform to the section 1609.1.4 of the • Type: Low E- Insulated Glass building code4 of New York State • Method: Simulated Divided Lite-7/8" muntins, with spacer bars • Spacer Bars : Bronze or Black Color • Extension Jambs: Factory Installed at Contractor's option. • Mull Configuration: Vertical- unless specified otherwise REVISIONS Number Date. Description 1 04/17/06 . Issued for Pricing/.FIDCO Approval 2 09/21/06 Issued to Client/Contrac. For review&comments 3 10/26/06 Issued for Permit/Construction 4 12/21/06 Issued for Permit/Construction tlprojectslFCFGPAIschlwindow.xls Page 1 of 3 12/21/2006 THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 I STAMFORD CONNECTICUT 06902 T 203.399.0100 I F 203.399.0101 MAILQTR-ARCHITECTS.COM Project/No.: Van Hengel 0625 . Issued : 04/17/06 Window Schedule Revised: 12/21/06 No. Location Type Model No. R.O. Dimension Fin. Head Details(See Sht.A-502) Lite Config Remarks Rev. (w"x h") Ht. Head Jamb Sill Main House Basement B01 Basement B01 AWN 2820 2'-8 1/8"x 1'-11 3/8" 8'-0" Anderson Windows B02 Basement B01 AWN 2820 2'-8 1/8"x 1'-11 3/8" 8'-0" Anderson Windows B03 Basement B01 AWN 2820 2'-8 1/8"x 1'-11 3/8" 8'-0" Anderson Windows B04 Basement B01' AWN 2820 2'-8 1/8"x 1'-11 3/8" 8'-0" Anderson Windows B05 Basement B01 AWN 2820 2'-8 1/8"x 1'-11 3/8" 8'-0" Anderson Windows First Floor 101 Guest Bedroom 102 DH CUDH3226 3'-2-3/8"x 5'-7/8" 7'-0" Egress 102 Guest Bedroom 102 DH CUDH3226 3'-2-3/8"x 4'-7-5/8" 7'-0" 103 Guest Bath/CL 103 AWN CAWN2832 2'-5"x 2'-7-5/8" 7'-0" 104 Guest Bath/CL 103 DH CUDH3226 3'-2-3/8"x F-7/8" 7'-0" 105 Study 104 DH (2)CUDH3226 6-3-3/4"x F-0-7/8" 7'-0" 106 Living Rm 105 DH CUDH3226 3'-2-3/8"x 5'-7/8" 7'-0" 107 Living Rm 105 DH ` CUDH3226 3'-2-3/8"x 5'-7/8" 7'-0" 108 Kitchen 107 Csmt. (3)CUDH2420 6-5-1/8"x 4'-7/8" 7'-0" 109 Kitchen 107 Csmt. (2)CUDH2420 4'-3-3/4"x 4'-7/8" 7'-0" 110 Kitchen 107 Csmt. CUDH2420 2'-6-3/8"x 4'-7/8" 7'-0" 111 Pwdr 110 AWN CAWN2832 2'-5"x 2'-7-5/8" 7'-0" 112 Stair Hall 101 Oval 24"x 36" 5'-9-1/2" Oval window w/mullion as shown in elev Second Floor 201 Bedroom-1 202 DH CUDH3226 3'-2-3/8"x 5'-7/8" 7'-0" Egress 202 Bedroom-1 202 DH CUDH3226 3'-2-3/8"x 5'-7/8" 7'-0" 203 Bedroom-1 202 AWN CAWN2832 2'-5"x 2'-7-5/8" 7'-0" 204 Bedroom-1 202 AWN CAWN2832 2'-5"x 2'-7-5/8" 7'-0" 204a Bath 203 AWN CAWN2832 2'-5"x 2'-7-5/8" 7'-0" 205 Bedroom-2 204 AWN CAWN2832 2'-5"x 2'-7-5/8" 7'-0" tWrojectslfcfgpalschWndow.xls Page 2 of 3 12/21/2006 THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 1 STAMFORD CONNECTICUT 06902 T 203.399.0100 1 F 203.399.0101 1 MAILCEDTR-ARCHITECTS.00M Project/No.: Van Hengel 0625 Issued : 04/17/06 - Window Schedule Revised: 12/21/06 No. Location Type Model No. R.O. Dimension Fin. Head Details (See Sht.A-502) Lite Config Remarks Rev, (w"x h") Ht. Head Jamb Sill 206 Bedroom-2 204 DH CUDHP4058+(2) 9'-9-1/8"x F-7/8" 7'-0" CUDH3226 207 M Bedroom 206 D058 H CUDH 322 (2) CUDH3226 9'-9-1/8"x 5'-7/8" 7'-0" Egress 208 M Bedroom 206 DH CUDH3226 3'-2-3/8"x 5'-7/8" 7'-0" Egress 209 M. Bath 207 DH . CUDH3226 T-2-3/8"x 5'-7/8" 7'-0" 210 M. Bath 207 Csmt. CCMP4856+(2)CCM2856 8'-9"x 4'-7-5/8" 7'-0" 211 M. Bath 207 DH CUDH3226 3'-2-3/8"x 5'-7/8" 7'-0" 212 Hall 201 DH CUDH3226 3'-2-3/8"x F-7/8" T-0" 213 Hall 201 DH CUDH3226 3'-2-3/8"x 5'-7/8" T-0" 214 Hall 201 DH CUDH3226 3'-2-3/8"x 5'-7/8" T-0" Garage First Floor G01 Garage G01 DH CUDH2824 2'-10-3/8"x 4'-8-7/8" 7'-10" G02 Garage G01 DH CUDH2824 2'-10-3/8"x 4'-8-7/8" 7'-10" GO Garage G01 DH CUDH2824 2'-10-3/8"x 4'-8-7/8" 7'-10" G04 Garage G01 DH CUDH2824 2'-10-3/8"x 4'-8-7/8" 7'-10" Second Floor G05 Attic G02 DH CUDH2824 2'-10-3/8"x 4'-8-7/8" 6'-8" G06 Attic G02 DH CUDH2824+ 6'-5-1/8"X 4'-8-7/8" 6'-8" (2)-CUDH1624 G07 Attic G02 DH CUDH2824 2'-10-3/8"x 4'-8-7/8" 6'-8" GOS Attic G02 DH CUDH2824+ 6'-5-1/8"X 4'-8-7/8"- 6'-8" (2)CUDH1624 tWrojectslfcfgpalschlwindow.xts Page 3 of 3 12/21/2006 Project/No.: Van Henge10625 Issued: 04/17/06 Door Schedule Revised: 10/26/06 Door Swings Exterior Doors: •Manuf: Builders Supply Inc.,unless specified otherwise L Left •Frame:6 9/16 LR Left Hand Reverse •Ext.Casing: R Right Brick Mould @ Stone Installation RR Right Hand Reverse Jamb:5/4 x 4 @ Wood Siding Installation S Sliding Head 5/4 x 4 @ Wood Siding Installation B Both(Two Doors-One Left and One Right) •Finish: P Pocket Door Exterior: Pine-Factory Primed PIV Pivot Hinged(Double Acting) Interior: Pine-Factory Primed I Inswing •Hardware: O Outswing By Owner OH Garage Type-Overhead •Screens: BI Bi-Fold Frame: N/A • Mesh: N/A Interior Doors: •Glazing: •Manuf.: Supa,unless specified otherwise Type: •Style: TBD •Material: MDF •Extension Jambs: N/A •Finish: Paint,_unless noted otherwise Garage Doors: All Doors/Windows units shall conform to windload/infiltration/impact •Manuf.:Northwest Door,Inc. "Heritage Classic-E Series".Or Approved Equal requirement of 120 MPH wind zone •Supply with belt driven automatic opener and exterior keypads. REVISIONS Revision Date Description 1 04-17-06 Issued for Pricing/FIDCO,Approval 2 09/21/06 Issued to Client/Contrac. For review&comments 3 10/26/06 Issued for Permit/Construction 4 12/21/06 Issued for Permit/Construction THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET 1 SUITE 300 1 STAMFORD CONNECTICUT 06902 T 203.399.0100 F 203.399.0101 MAIL@TR-ARCHITECTS.COM Project/No.: Van Hengel 0625 Issued: 04/17/06, Exterior Door Schedule Revised: 12/21/06 . No. Location Manuf./Model# Type Swing Sash Dimensions Door Details(Slit.A-503) Hdwe. (w"x h"x t") Mat. Head Jamb Saddle Set Remarks Rev. Main House j Basement BOLA Basement BO1 R T-0"x 6'-8"x 1 3/4" Metal I Fireproof Self Closing First Floor 12 lites w/2 panel below I01A Stair Hall 101 R T-O"x 7'-0"x 2 1/4" Mah w/elliptical transom see elev. 104B Study 104 B (2)2'-8"x T-0"x 2 1/4" Mah 10 Lite French-Outswing (2)3'-6"x T-0"x 2 1/4" 105A Living Rm 105 B w/(2)T-6"x T-0" Side- Mah 10 Lite French Outswing Lite&(4) 1'-611H I w/4 Lite Transom transom 107B Kitchen 107 L 2'-8"x T-0"x 2 1/4" Mah i ! 10 Lite French-Outswing 110A Storage 110 L 2'-4"x T-0"x 2 1/4" Mah I 2 Louver Panel 108A Mudroom 108 L 3'-0" 7'x -0"x 2 1/4" M 2 Panel Dr w/ 10 Lite/V- ah I � � Groove French Inswing Garage G01A Garage GO Town&Country OH 9'-0"x 8'-0"x 2 1/41' InsaUCe !Motorized I I _ I ar G01-13 Garage GO Town&Country OH 9'-0" Insul./Ce x 8'-0"x 2 1/4" dar (Motorized G01-C Garage GO L T-O"x T-O"x 1 3/4" Mah i t6/nel 1 lited w/one beaded s t�orojectsWeithlschldoor.xls Page 2 of 5 12/21/2006 THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 1 STAMFORD CONNECTICUT 06902 T 203.399.0100 1 F 203.399.0101 1 MAILCTR-ARCHITECTS.COM Project/No.: Van Henge10625 Issued: 04/17/06 Interior Door Schedule Revised: 12/21/06 No. Location Manuf./Model# Type Swing Sash Dimensions Door Details(See Int.Dwgs.) Hdwe. (w"x h"x t") Mat'l. Head Jamb Saddle Set Remarks Rev. Main House Basement B01B Basement B01 L 2'-6"x T-0"x 1 3/4" Metal 20 min.fire code B02A Mechanical B02 L 3'-0"x T-0"x 1 3/4" MDF First Floor 101B Stair Hall 101 R 2'-0"x 7'-'0"x 1 3/4" MDF 101C Stair Hall 101 L 2'-0"x T-0"x 1 3/4" MDF 101D Stair Hall 101 - - R 3'-0"x T-0"x 1 3/4" MDF 120 min.fire code 102A Guest Bedroom 102 B (2) F-6"x T-0"x 1 3/8" MDF Glass Door w/Frost Glass 103A Guest Bath/CL. 103 L 2'-6"x T-0"x 1 3/8" MDF 104A Study 104 L 2'-6"x T-0"x 1 3/8" MDF 107A Kitchen 107 2'-6"x T-0"x 1 3/8" MDF 107C Kitchen 107 C.O. T-0"x T-0"x 1 3/4" MDF 108B JMudroorn 108 B (2) l'-8"x T-0"x 1 3/4" MDF 108C JMudroorn 108 R 2'-4"x T-0"x 1 3/4" I 108D Mudroom 108 C.O. 1 T-10"x T-0"x 1 3/4" MDF I Second Floor 201A Stair Hall 201 B (2)2'-6"x T-0"x 1 3/4" MDF i I 202A lBedroom-1 202 L 2'-6"x T-0"x 1 3/4" MDF j 202B Bedroom-1 202 B (2) P-8"x T-0"x 1 3/4"j MDF 203A I Bath 203 2'-4"x T-0"x 1 3/4" I MDF tlprojectsV<eithlschldoor.xls Page 3 of 5 12/21/2006 THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET SUITE 300 1 STAMFORD CONNECTICUT 05902 T 203.399.0100 F 203.399.0101 MAILCTR-ARCHITECTS.00M Project/No.: Van Hengel 0625 Issued: 04/17/06 Interior Door Schedule Revised: 12/21/06 No. Location FManuf./Model# Type Swing Sash Dimensions Door Details(See Int.Dwgs.) Hdwe. (w"x h"x t") Mat'1. Head Jamb Saddle Set Remarks Rev. 204A. Bedroom-2 204 L 2'-6"x T-0"x 1 3/4" MDF 204B Bedroom-2 204 B (2) 1'-8"x T-0"x 1 3/4" MDF - - - - 205A Hall 205 R 2'-8"x T-0"x 1 3/4" MDF 205B Hall 205 Bi-Fold (4) 1'-1"x T-0"x 1 3/4" MDF 205C Hall 205 Bi-Fold (4) 1'-1"x T-0"x 1 3/4" MDF 207A M.bath 207 R 2'-8"x T-0"x 1 3/4" MDF Garage G02A Attic G02 R 3'-0""x 6'-8"x 1 3/4" MDF I G02B Attic G02 L 2'-6"x 6'-8"x 1 3/4" MDF I II tWrojects1keith1sch1door.x1s Page 4 of 5 12/21/2006 / o ,"I-n�• 1.LI�.�., I . �,�; _,x x� �, _ w �, �; 4 { r cl) O bUTTICE r o� r-a � \ IRON PIPE NIF x BLOCK 8 = s MAARTEN VAN HENGEL / woNum LOT 1 /'Ozq, SINGLE FAMILY RESIDENCE / o _ SINGLE FAMILY RESIDENCE (mu�� /\ ts2zZn a MUNICIPAL WATER-ON SITE z V 5 96.34 MUNICIPAL WATER \ BLOCK B. LOT 2 MONuuExrt SEPTIC SYSTEM LOCATION MAP SCALE 1"=400' W 746.9 ON SITE SEPTIC SYSTEM \ AREA= 1.2-1 t ACRES s nfi.o7 / o (VACANT LAND) w zfi1.e7 / TEST 10 r DATA .BY R. H. STROUSE P.E.L.S. 6/17/05 0"- 10'TOPSOIL IRON PIPE /4r r ,��.N Lum OF 10'-46'SANDY SUBSOIL ��N•\ f \ MONUMENT 46"- 194'SANDY TILL / \�.__—_ \ r ,5'}� lw. ..., WATER® 14' __ IRON PPE / b FENCE SEPTIC SYSTEM DESIGN BASED ON 4 BEDROOM RESIDENCE- PROVIDE 1000 GAL SEPTIC TANK O !�C'MUIN-IIOINJ1EE/1T Y / rjlR , ENCLOSURE PROVIDE 1 DISTRIBUTION BOX — 5' E2F11TION t1674 / �� / T PItOPOsm PROVIDE 2- B' DIA. X 6' LEACHING POOLS MON. 25 RIGHT OF WAY (POUND) IMAP REFERENCES FOR ACCESS do UTILITIES \ o u .1 - TO LOTS 2 h 3 1J SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENCEL; BLOCK 1 (SEE DEED) B-LOTS 2h 3;FISHERS ISLAND. NEW YORK;CHANDLER, PALMER& KING; �. � / *_ �� / - \ wtouloE AND rwnw A CONTINUOUS LIE NORWICH,CT.; GATE: DECEMBER 6, 1999; SCALE: 1"=40'; SHEET 1 OF i L3c� SLT F4]ICE BACKED WITH MAY BALE&PLACE 1001T. FROM ILDENTS OF -36. IJWTS O�C WETGROUND LANDS AS OFGRADING, W LOcmG GISIm E7tPANSIRI, `3z 3.. DISTURBANCE, 10OFF. 1.)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED FROM LIMITS OF Ffff9T- \ HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO W Z TO GRADE PROPOSED GRADE POOL �` WATER WEBAfDS, BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE U, Y / / a--zee \ ENGAGEMENT. .J W ENDDAR TYPE - _ �/ / BLOCK 8, LOT 3 \ W Z p 0 eEv¢xc DTs,Ls BLOCK 8, LOT 4 & 4A / - -2 o-AREA= 3.34f ACRES \ 3 2.)IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS W ' SINGLE FAMILY RESIDENCE �/// z4 (VACANT LAND) ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR,TO ALTER AN �(7=1.1 z NGL p ' 'T o ITEM IN ANY WAY. O Z 1- 2' 41 NI><'T ,.• _ _ MUNICIPAL WATER l / z 1 ti r z L.. z W 2•YIN.ABGIT ON SITE SEPTIC SYSTEM /�/ '\•' n.�� W of OUGLT rA4:m :' ue,. zs� / ,e�1. \ '+6 3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S g O Z o SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF 0- W= GO zQ - O \� / �� /r'- �,4- (\ y THE LAND SURVEYOR. Q Q 9�1 T `•[.. \�4- / / / /r ',tir 17 D_ U Ln 1 1qv / �/ 4.)COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND GEODETIC U1 w�Z O— �J F Iw nLvrta�i Lxccros i �t/ / _ - - ` SURVEY TRIANGULATION STATION"EAST END 2". a Q Q m 1/3'PER FOOT •��27� /� \— -� /_ NLF is - _ _ _ N/F 5.)SITE IS IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX MAP DIST. /0 _ L) TYPICAL DISTRIBUTION BOX B•_6- ` E � �� // ,le FIDCO 1000.SECTION 005. BLOCK 1, LOT 7.5. Z (n Q_ NOT TG SGIE Q LL oUEKT�oPENIN�GSD ' \,s,.i � / 14 (GOLF COURSE) 6.)TOTAL AREA= 3.34t. - LLJ J ..A ~' i// - 7.)SITE IS LOCATED IN R-120 ZONE. _ �0 CL RIBS INSIDE I.P. / UNITS DS TRESH GOER WETLANDS iS PUGGED BJ SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE ,6 ♦ BY I.COLE(C.M.E.STAFF) DISPOSAL SYSTEM. + RTF 1T --CG•"- lz I3 'DIE NYS FEGUUTED FRESHWATER . WETLAND E'iUNOARY IS EQUAL TO - - - - SITE PLAN'REPARED BY OW DATEDE - 6�- -CAST DD D.DLE1 S ON 9/05/06..5 %S DETERMINED BY R.MARSH 5 OLK COUNTY DEPARTMENT OF HEALTH SERVICES o v u o CONCRETE COVERS 60' o v v v o 4" DIA. KNOCKOUTS PL�d ERMIT FOR APPROV";,L OF CONSTRUCTION FOR A ��of near yo � - 0 0 0 0 o c a T COVER LOCKING CASING MONUMENT IF GRAD ��'ggyy T�¢'� �1gy� T�� T�1 J�}�17{qJ C\ /p •a n o v o o c of TO DROP Er TO GRADE - (`�1' c•4 { L H- ;SIDENCE i. NTL a H.S �) z I USED FINISHED GRADE ae 9IN`aJVi di�LYt. �.i PPp TR N I o O z a s ng 4. 8--0-Dw:.:::.':�: —a a ,zs//1z.6 E MESH �C[ T G C o I^. 6.6 6/6 G Wig MESH - DATE F.N®. /�.�I P:�• C� N LxxAG J s ' ":r..i .i:'.::•r. n LET OUTLET 3'vort _ 3•v[Nr-� OUTLET ........:.. ,.� ...•. .. fdHTNW15 TUT 4 OYAU \4. .1\0' �Q''� APPROVED 8 0 EXPECTED,.HIGH,GROUND,WATER .S ASPlw.r ssAa. y{)t„I„ 4R IS% r_ i 7�' S F .MAXIMUM OF BEDROOMS � a CROSSLEACHI POOL EXPIRES THREE YEARS FROM DATE OF APPROVAL, �� c� �� L = CROSS SECTION - � � Fil �� N�/// / 6 - NOT TO SCALE a- 4' S -6-_� �3' N/F. 'rf', CROSS SECTION FIDCO (GOLF COURSE) 1000 GALLON / 2 COMPARTMENT a SEPTIC TANK / o NOT TO SCALE - i BUILDING SETBACK LINE p —(2)-2-x2-X3'STAKES ~ - C EACH BALE FILTER BRIG - }-TN` TEST HOLE 8 I w i o _ POST N/F NOW OR FORMERLY DATE: 10/04/2005 20 EXISTING CONTOURS COMPACTFD I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL SCALE: 1" = 80' _ BACKILL AND CONSTRUCTION OF SUBSURFACE SEWAGE —20— PROPOSED CONTOURS QUALITY CONTROL CERTIFICATION ANGLE 10•UP SLOPE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE <D0cxcxz>c> STONE WALL GROUP gplE TOR STABILI AND SILT FENCE BACKED - AND WILL ABIDE BY THE CONDITIONS SET FORTH SELF CLEANING BY HAYBALE BARRIER THEREIN AND ON THE PERMIT TO CONSTRUCT. .rYWYI. TREEUNE - s,m2v NOT TO SCALE —aK1F{ LIMITS OF FRESHWATER WETLANDS 40 20 o 40 SHEET ENJTp1ME"TAL�At APPLICANT GRAPHIC SCALE IN FEET 1 OF 1 s,m:cr;laaa - FILE ] ,t SJ''fO!.K,CO'JiaTY DEPARTr'1144 ff N.FALTH SEtVirtS FOR APPROVALGr Cor�STt�talv ,Ora D* -- --- Sing!e i< 'it Nnsidcnce Only Dl,Tc DEC 131989 F_r,0.co APPROVED EXPIRES TWO YEARS FROM n" I N e-(a,1 71 1-77 77- / I co tj,/ al *i 6-3 9 65 V d �rz Sc Fv C -�1 t" 7.9 zi S< or- > lL Z � 0 D T _ z It .J -' :� Vi � -_t -1�\_-f\(.. I_t�_\,1 i T�rfr�ty� ,�_r,' , ,N "ram ,•.. '� �--�1',T ttar� _" „' i� r. .. r '�- ��\__... ._�`r n�:�l"_ l\_1_ C'. �, "e 1�111'•1'.F�. L'v \//�T�: t-1 ,_iaC. c.i_ r"" N,Y. j l ��D 5 �`ilr „�\/�T G�.' ��'✓ �.i, S' �� I ec-rie tI /3<K Z P10 -7s OF NEco W H. L F p ti Z� -, ' 1 �. O. 049`5 t A P f-t Z - �' p, i 2—S N M 8 2-4 N 3_g •^r O C p LT 0 CD 1.4v a c 7-4F.P-4{ F t ` / 7-12 7 6 a (MO 0 2"2 t/j ;..q p o z Q� a v o 7-11 7-5 m U r H �v .o 0 �.{ E �_12 0 •rl U z O 7-10 40 vti NIF MAARTEN VAN HENGEL 7-8a °"' 8-2 wr,,, ' Y,,,,., SINGLE FAMILY RESIDENCE IRON PIPE MUNICIPAL WATER—ON SITE '-9 /( $,� c SEPTIC SYSTEM a-' cu / ` Z � N 41 ayu.fK J'�O j� 8-7 / BLOCK 8 � � � � POLE #673 LOT 1 MON. b S >> (FOUND) �2'40„ MONUMENT SINGLE FAMILY RESIDENCE 2s2�2, f S 196.34 MUNICIPAL WATER BLOCK 8, LOT 2 �../ w 748.08 MONUMENT � LOCATION MAP SCALE 1 "=400' ON SITE SEPTIC SYSTEM AREA= 1.21± ACRES o S 176.07 (VACANT LAND) �� W 251.87 / PVC 30. ` ��\ txhSTUBS IRON PIPE PROPANE TANK a BOULDER RETAING WALL -------- � MONUMENTOV IRON PIPE •y i' GRAVEL -_ .`O D EW ;.�.,, , �9 `+�-------___ COVERED .� AY _ GRAVEL DRIVEWAY - BENCHMARK-MONUMENT j ENTRY 'GIlRl1G `11 i _ ` qh f ELEVATION -38.74 r— `�� / •-,...�„ I I w`s;`,',: _,"aI'�.�.y� - h 25' RIGHT OF WAY ylioUS�`�� IROOF OVER FOR ACCESS & UTILITIES APPR X. \ K \� MON. / j ,- ''t;',= sir, TO LOTS 2 & 0 LOCATION . -'„'` ° `3 ' ram-- HANG _. . (FOUND) 3 WATER SERVICE & `\ •� •��\ ` (SEE DEED) BURIED UTILITIES TO ,�� "� -` '� -'� BULKHEAD 460.F1' ----_ oo 39 a2 I PATIO SEAT ' �-- MAP REFERENCES �l ES 0 K,q 0Ao ^ SEPTI TANK WALL IN �Rp N 40 PATIO 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL; BLOCK pI 8 - LOTS 2& 3; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; ELECTRIC OVERHANG TRANSFORMER �9 NORWICH, CT.; DATE: DECEMBER 6, 1999; SCALE: 1"=40% SHEET 1 OF 1 • 2.) SITE PLAN PREPARED FOR MAARTEN VAN HENGEL, JR. & CLAUDIA VAN J ELECTRIC LEACHING POOL HENGEL; BLOCK 8 LOT 3; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; 7 w PANEL NORWICH, CT; DATE: 10/04/2005; SCALE: 1"=40'; SHEET 1 OF 1 Z BLOCK 8 LOT 3 —j D BLOCK 8, LOT 4 & 4A AREA= 3.34f ACRES W W r V) SINGL.E FAMILY RESIDENCE 3 NOTES � 0 =M MUNICIPAL WATER ON .SITE SEPTIC SYSTEM �� 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED O 7 L 1— -� w HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED To g O ,3 BETWEEN -THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 7 J O ENGAGEMENT. Of = `Q 00 z F WLF //7 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS � 0- /V V Q W m, WLF 16 ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN Z O — U o, 4 1 - - - - ITEM IN ANY WAY, Q m (n O WLF 15 Q Ld - - - - - N/F 3•) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S = WLF 18 FIDCO SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF WLF #4 (GOLF COURSE) THE LAND SURVEYOR, LZ LZ Q 4,) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC � — z l.P. LIMITS OF FRESHWATER SURVEY TRIANGULATION STATION "EAST END 2 (FOUND) - A WETLANDS AS FLAGGED 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. WLF 3 BY I. COSE GULL. STAFF) 1000, SECTION 005, BLOCK 1, LOT 7.5. WLF - WLF2 - - - "THE NYS REGULATED FRESHWATER WETLAND BOUNDARY IS EQUAL TO CMIE STAFF'S LINE AS SHOWN ON THE 6.) TOTAL AREA = 3.34f. SITE PLAN PREPARED BY CME DATED 10,/04/05 AS DETERMINED BY R. MARSH 7.) SITE IS LOCATED IN R-120 ZONE. - - - - - AN D D. LEWIS ON 09/05/06". 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL IS 'otSYSTEM. ui 9.)HOUSE AND GARAGE FOUNDATIONS WERE LOCATED ON 5/22/07. MONUMENT Z 0 Z a O In w Iy Z qk�CS. !t�• 80. / Q N0" W 00 65�� O "o• S Ld � M O N/F z r FIDCO (GOLF COURSE) I— o 0 Q N Q � N �O � N � N to L0 Fr,NFN�h m N 1 La. I -j LY I N BUILDING SETBACK LINE O zo o N/F NOW OR FORMERLY p o N a w o0 w J ` ,ED a m o o 0 0 U. O�OC7O0 STONE WALL ,.�-��, �CC; v TREELINE f DATE; 07/01/2007 ----��®WLF# LIMITS OF FRESHWATER WETLANDS SCALE: 1 " = 40' QUALITY CONTROL CERTIFICATION OfFiCE 4f WASL SERACES SUFF.CO.ViSk TER MGT. GROUP REVIEWED DATE PROJECT MANAGER /J /so 40 20 0 40 SHEET SURVEY / ENVIRONMENTAL GRAPHIC SCALE IN FEET 1 OF CML STRUCTURAL ARCHITECTURAL ------------------------------- - - 2-5 N8 N C 00 -3 C N (,? U 7-3 3-2 2-3 ' ' a Q \ 4 �b / V 7-12 ,-a 3-1 2-2 P / \ z N .� a o F, o -y 03 U v 1 7-10 7-8" NSF �� CC3 V " cr3 N/F a ,�1; 0. 0 � MAARTEN VAN HENGEL 7_°a °-, zC a-x \ SINGLE FAMILY RESIDENCE 0 IRON PIPE MUNICIPAL WATER—ON SITE I ,_a SITE SEPTIC SYSTEM °a °. 9-40k / ` •<v a-e + r M / BLOCK 8 LOT 1 MON. o S ��•�. M1, � SINGLE FAMILY RESIDENCE (FOUND) MONUMENT 34 S MUNICIPAL WATER BLOCK 8, LOT 2 LOCATION MAP SCALE 1 =400 '" 748•08 ON SITE SEPTIC SYSTEM � AREA= 1.21 t ACRES s��s oiT / ., e, \ (VACANT LAND) / \ J .. \ � IRON PIPE I J g _ C MONUMENT IRON PIPE / PROPOSED �.. --�- / S AY BIEA Ct IAW-A01A 6�OVf l 25' EY.EVA7XW -3&74 -6 f� 0. err. r...... RIGHT OF WAY �\ '�-�z;,;.;rL�'�CAl10N` ',.• / \\ • FOR ACCESS & UTILITIES MON. ,,,:;•_:..,;�v��;=,t�,��,:. (SEE LOTS DEED) & 3TO ouNa ^� 24 as SEP C TANK !MP REFER NCFS to � " '3��' °° I.) SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL; BLOCK AN A�� Aft � 8 - LOTS 2& 3; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; �9 LIU17'S OF CLEARM, NORWICH, CT.; DATE: DECEMBER 6, 1999; SCALE: 1"=40% SHEET 1 OF 1 GRADING, & GROUND Ot=RBANCE. 100FT. 2.) SITE PLAN PREPARED FOR MAARTEN VAN HENGEL, JR. & CLAUDIA VAN EACHIN POOLS FROM UMrrS OF FRESH- HENGEL; BLOCK 8 LOT 3; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; � W WATER WETLANDS• '� NORWICH, CT; DATE: 10/04/2005; SCALE: 1"=40'; SHEET 1 OF 1 > BLOCK 8, LOT 4 & 4A BLOCK 8, LOT 3 ^cD Y AREA 3. � J Z x (VA � SINGLE FAMILY RESIDENCE o, A(VACANT LAND) AND)ACRES Ll '� ,2 I J L1J �- V) .� MUNICIPAL WATER ON SITE: SEPTIC SYSTEM ` ;/ 'I,) THIS SURVEY WAS PREPARED FOP, THE PARTIES AND PURPOSE INDICATED d 0 Z I-- I;EREON. ANY EXTENSION OF THE USt BEYOND THE PURPOSED AGREED TO O BETWEEN THE CLIENT AND THE SURVI-YOR EXCEEDS THE SCOPE OF THE O w .Z 0 1 �n ENGAGEMENT. U _ Q 00 z N WLF , > < >Y g < 2.) IT IS A VIOLATION OF THE STATE LDUCATION LAW FOR ANY PERSON, UNLESS X a WLF 16_. 1 ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN Q O U o ` ITEM IN ANY WAY. WLF {5 _ - N/F 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S > m LJ O _ WLF /s FIDCO SIGNATURE AND AN ORIGIN'�L EMBOSSED OR INK SEAL ARE THE PRODUCT OF wLF p4 (GOLF COURSE) THE LAND SURVEYOR. W u_ J 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC I-- ! Q (POU r P w LIMITS OF FRESHWATER SURVEY TRIANGULATION STATION "EAST END 2". �/ Z ND) �..r+WETLANDS AS FLAGGED WLF '�3 BY I. COLE (C.M.E. STAFF) 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. WLF it WLF 12 THE NYS REGULATED FRESHWATER 1000, SECTION 005, BLOCK 1, LOT 7.5. WETLAND BOUNDARY IS EQUAL TO C CME STAFF'S LINE AS SHOWN ON THE 6.) TOTAL AREA = 3.34f. ` SITE PLAN PREPARED BY CME DATED 10/04/05 AS DETERMINED BY R. MARSH 7.) SITE IS LOCATED IN R-120 ZONE. AND D. LEWIS ON 09/05/06". 60' 8.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. m MONUMENT 1� (N z O z a 0or U \$, 21aaO0' > 65 3% W 0 3 NIF z FI DCO � (GOLF COURSE) XI I— o / Q m O M � 00 co 0 � 1 = o .�.E � j m o BUILDING SETBACK LINE0 V z o o _� N/F NOW OR FORMERLY z z Y `` ui O M O W Ir p J OOOC>00 STONE WALL a m o o u 0 � TREELINE DATE; 07/01/2007 QUALITY CONTROL CERTIFICATION WLFy LIMITS OF FRESHWATER WETLANDS j SCALE; 1 " = 40' GROUP REVIEWED ATE PROJECT MANAGER I �r SURVEY ENVIRONMENTAL CIVIL 40 20 0 40 SHEET STRUCTURAL 1 c ARCHITECTURAL GRAPHIC SCALE IN FEET O f FILE 3 2-5 ' 2-4 N 0 3-5 co / J-8 ' (7 GO of J-3 u O 3-2 7-3 2_J � a.d. V 7-4 O 7-12 7_8 3-1 W n as to P / 7-11 7-5 w ^Jco U M V 7-7 1 0 •4 U H V N / 1 7-t0 7-� -1� 7 1 � Z c / \\ 7-88 8-1 8-2 1-11 N IRON PIPE 7_9 SITE r cu Q Q 8-4 8-3 �•/ m U 8-4A - O N /0 8-7 8_8 x BLOCK 8 s MAARTEN VAN HENGEL LOT 1 (o°ND) >>'0 4 „ SINGLE FAMILY RESIDENCE o MONUMENT SINGLE FAMILY RESIDENCE 1 ?92,22° F MUNICIPAL WATER—ON SITE z ' S 196.34 MUNICIPAL WATER BLOCK 8, LOT 2 SEPTIC SYSTEM MONUMENT LOCATION MAP SCALE 1 "=400' W 748.08 ON SITE SEPTIC SYSTEM AREA= 1.21± ACRES S 176.07 (VACANT LAND) W 251.87 TEST HOLE DATA BY R. H. STROUSE P.E.L.S. 6/17/05 G \ 1 � `��' �1 0 10" TOPSOIL IRON PIPE 1 � CLEARIN G NG ( o 10 - 46 SANDY SUBSOIL \ / K E J MONUMENT 46" - 194" SANDY TILL \ 'co WATER ® 14' u __ IRON PIPE / `� <o FENCE SEPTIC SYSTEM DESIGN BASED ON 4 BEDROOM RESIDENCE- U —PROPOSED / PROPOSED ENCLOSURE PROVIDE 1000 GAL. SEPTIC TANK R U - U 19E111CHMARK-A/ONUMOVT / / (PRO SIED GARAGE: PROVIDE 1 DISTRIBUTION BOX 25' r D PROPOSED EUVA77ON �38.74 a / PROVIDE 2- 8' DIA. X 6' LEACHING POOLS / AY -- ,� � ion' / 1 POOL -•--� rtioN. .h,., - PROPOSED . ; 25' RIGHT OF WAY \ �\ (FOUND) v " X RESIDENCE ... FOR ACCESS & UTILITIES U 4 38.5 MAP REFERENCES TO LOTS 2 & 3 � � � � Q 8S' (SEE DEED) �� e / PatCH c �.iJ 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL; BLOCK PROVIDE AND MAINTAIN 8 - LOTS 2& 3; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; �6p• \ (��(��) / v A CONTINUOUS LINE OF NORWICH, CT.; DATE: DECEMBER 6, 1999; SCALE: 1"=40'; SHEET 1 OF 1 ��3�„v SILT FENCE BACKED WITH 43 HAY /N / ` \ 3$ ". FROM M�ITS OF FRES PLACE 10OFT. HMIA �4IN Rq� f I- LIMITS OF CLEARING, WETLANDS AS LIMITS OF NQIES • GRADING, do GROUND CONSTRUCTION EXPANSION — 4 DISTURBANCE. 10OFT. 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED —� uj LOCKING CASTING � TO 3 GRADE PROPOSED GRADE POOL / 32 FROM LIMITS OF FRESH- \ HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO Li.J U / —�30� WATER WETLANDS. \ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE %cD Z ENGAGEMENT° ENDCAP TYPE �—"� _ —2g� BLOCK 8, LOT 3 \ —1 Z of W LEVELING DEVICES BLOCK 8, LOT 4 & 4A �'� / // —26 $, AREA= 3.34± ACRES �� 3 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS W W >_ SINGLE FAMILY RESIDENCE / / / — 2a 11 (VACANT LAND) ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN MIN. 4' MUNICIPAL WATER _ / / / ` N ITEM IN ANY WAY. Z W v J INLET s. \ r 22 Nj 2" MIN. ABOVE ON SITE SEPTIC SYSTEM / o n �� z LL p z W ,' 2" nMw. 2s- ` r / / / 3.) ON Y COPIES OF HIS SUP/EY MARKED WITH THE LAND SUP'',EYOR'S r• ' ? OUTLET INVERT , �8 \ !) I T ! Q Lu J 0 \ / / /��°' ` SIGNATURE AND AN OKIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF CL W Q 00 z THE LAND SURVEYOR. W Z b �24� / / /// / WLF #7 1 1- a Y Q BAFFLE REQUIRED \ / / / / WLF erg 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC (n Lv Z U v) IF INNLET PITCH EXCEEDS .1'� \ / ,! ` SURVEY TRIANGULATION STATION "EAST END 2", af a \Q Q Es m L J 1/2" PER FOOT vL '� !22• , WLF 15 r - N/F 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. / = O TYPICAL DISTRIBUTION BOX + 1000, SECTION 005, BLOCK 1, LOT 7.5. � NOT TIO SCALE 8'-6" / WLF #8 FI DCO z LL_ KNOCKOUT INLET AND / OUTLET OPENINGS `� �8 / / WLF y4 (GOLF COURSE) 6.) TOTAL AREA = 3.34±. bi 7.) SITE IS LOCATED IN R-120 ZONE. U RIBS INSIDE I.P. / LIMITS OF FRESHWATER I..L (FOUND) _1A/_ _ WETLAND'S AS FLAGGED 8.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE g o • 2 BY I. CO1LE (C.M.E. STAFF) DISPOSAL SYSTEM. Q + o WLF J/1 �10 ---'WLF #2 _ WLF 13 _ "THE NYS REGULATED FRESHWATER CC WETLAND, BOUNDARY IS EQUAL TO L 24' _ CME STAFF'S LINE AS SHOWN ON THE SITE PLAN PREPARED BY CME DATED 6) _ _ r 10/04/0)5 AS DETERMINED BY R. MARSH F,.,,.,•.e•.,;. ,,•,•�.•. ;.••.� AND D. ILEWIS ON 09/05/06". CAST o ❑ o 0 0 0 ❑ o :ONCRETE COVERS 4" DIA. KNOCKOUTS 60' ° o ❑ ❑ o 0 0 [30 a � r V) _ PLAN � a ❑ ❑ o 0 0 ❑ ❑ a •' m � � a ❑ ❑ o 0 0 ❑ ❑ a COVER LOCKING CASTING a ❑ ❑ o o In ❑ ❑ a TO GRADE TO GRADE MONUMENT a ❑ ❑ o 0 0 ❑ ❑ o IS USED T FINISHED GRADE N 1= „ I .• � ' � Hrnin. CHIMNEY LD Z a z 4 �"�' •.. 8'-0" DIA ...,... . . ' I...•' ❑ 4 x 4 12.6/12.6 A. WI E MESH f" 6 x 6 6/6 G WIRE MESH r20' S 6„ y o 0 0 .rq INLET �� s" vENr—� OUTLET ILA -3" VENT Fw 1' LIQJID LEVEL--- �S. jig. �Q M > 'qf p 1 4" OUTLET l CD COIITINUOUS HOT \�Oy Z1��,0 EXPECTED HIGH GROUND WATER I ASPHALT SEAL LINED WITH �y 65 / ��1E OF P�EI"f�� _ .:- W o 0 S it �. # I I4tU H.Sjft. 4" SCHEDUL E 4 0 0 O. INLET BAFFLE 160' GAS 'S G �P Oren, Q N 03 LEACHING POOL :1 DEFLECTOR CROSS SECTION NOT TO SCALE 5'_8, I NSF YI * ? , fit,; ' ;}; t m Z 04 CROSS SECTION FIDCO f' SE NO a A. C (GOLF COURSE) J�� _ - z, �o 1000 GALLON 2 COMPARTMENT / ~ 0 Q o SEPTIC TANK ro NOT TO SCALE ro ~ N N 00 00 0 O IFS m NN I I I I NN (2)-2"x2"X3' STAKES BUILDING SETBACK LINE I_ oz o o w FILTER FILTER EACH BALE FABRIC FABRIC � � Y � It u z Y `` rFl# TEST HOLE o O W 0_ 2 O -=-I m n � POST N/F NOW OR FORMERLY DATE: 10/04/2005 0 0 0 0 0 0 - - 20 — EXISTING CONTOURS COMPACTED / I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL SCALE: 1 " = 40' BACKFILL y�\ 20 PROPOSED CONTOURS QUALITY CONTROL CERTIFICATION AND CONSTRUCTION OF SUBSURFACE SEWAGE ANGLE 10' UP SLOPE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE STONE WALL GROUP REVIEWED PATE. FOR STABILITY AND SILT FENCE BACKED AND WILL ABIDE BY THE CONDITIONS SET FORTH PROJECT MANAGER I SELF CLEANING BY HAYBALE 0MRIEB THEREIN AND ON THE PERMIT TO CONSTRUCT. TREELINE SURVEY 1 NOT TO SCALE ENVIRONMENTAL � � WLF# LIMITS OF FRESHWATER WETLANDS 40 20 0 40 SHEET CIVIL APPLICANT GRAPHIC SCALE IN FEET 1 OF I STRUCTURAL ARCHITECTURAL FILE 3 X 2 1 3 1 4 1 5 6 7 8 9 10 NOTES A AP ROVED AS DOTED RETfX1 STOPim WATER RUNOFF PURSUANT TO SECTION 45-10C DAT : B P OF THE TOWN CODE. FE �� Y: ❑ � ❑ NO IFY BUILDING DEPARTMENT AT ❑❑ 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: DO NOT PROCEED WITH 1. FOUNDATION - TWO REQUIRED FRAMING UNTIL SURVEY � FOR POURED CONCRETE OF FOUNDATION LOCATION o 2. ROUGH - FRAMING & PLUMBING HAS BEEN APPROVED. ❑� I L I I I I I I I I LI ICI I I I I I III 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ALL CONSTRUCTION SHALL YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. MEET THE REQUIREMENTS OF THE O B CODES OF NEW YORK STATE. 1❑U COMPLY WITH ALL CODES OFJJLLL I ❑ I 1J❑1❑1' I � NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBING SSOUTHOLDTO'�'�"JZBA ALL PLUMBING WASTE S 'r SOLD OIJN PLANNING BOARD &WATER LINES NEED TESTING BEFORE COVERING SOl";HOLD 1 GV�dN TRUS1f EES ------.--.---...... Pd.Y.S.DEC ..................--.........._............. --------- --------— FLOOD ZONE�.� ---- - -------COMPLY WITH WITH CHAPTER %, FLOOD DAMAGE PREVENTIJI^d SOUTHOLD TOWN CODE. <: aY OR -- '�.� - V ' '()UT CERTIFICATE ;. J r"l.FANCY ❑❑❑ 1 'Lll110ER CERTIFICATIO�' ON LEAD CONTEIV'r 'FORE D CERTIFICATE OF OCCUPANCY SOLDER USED IN VIA TER o SUPPL Y SYSTEM'CANNOT EXCEEd 2110 OF 1%LVID. CERTIFICATION OF Proposed .N ew Residence NAILING & CONNECTIONS " REQUIRED. ® F1* shk__.'1.,-.1'"s ��R-- 1! t 1p i „/I•t. ....I UNDERWRITERS CERTIFICATE REQUIRED - E Sou-1tholod, N 0, �730' k- ti 1 �F®F' PdL.t�l DrawingSymbols DrawingIndex Copyright©James A.Thompson Architects ALL RIGHTS RESERVED Architectural Abbreviations Graphic Legend Drawing Issue No. Date By A/C -Air Conditioning H.B. Hose bib SH. -Shelf Issued for Permit/ Issued for Permit/ Dwg.# Title Scale Construction Construction 1 ton6 Issue for Permit/Construction JAT Adj. -Adjustable H.W.H.- Hot water heater SS -Stainless steel 2 AFF. -Above finish floor Hdr. - Header Sym. -Symmetrical - ARCHITECTURAL DOCUMENTS ant Issue for Permit/Construction JAT .• �. W W Hdw. Hardware W W W W Wetlands C3 Floor Plan Drawing title C 1 Cover Sheet N/A 10/26/06 12/21/06 B.F. -Boiler Flue Ht. - Height T.B. -Towel bar 1/4"= 1' -0" C 2 General Notes&MEC Check N/A 10/26/06 12/21/06 B.O. -Bottom Of H.T.B. - Heated towel bar T.B.D. -To be determined = _ _ _ F BR -Bedroom Htg. - Heating T.O -Top of III=1 I I=1 I I=1 I I Earth or Compact fill Bldg. -Building HVAC - Heat.,Vent.&Air Cond. T.P -Toiler paper Elevation reference: drawing A 100 Plan:Foundation/Basement 1/4" 10/26/06 12/21/06 Blkg. -Blocking TV -Television Porous fill A201 and sheet number A 101 Plan:First Floor 1/4" 10/26/06 12/21/06 Bsmt. -Basement I.D. - Inside diameter T&G -Tongue&Groove A 102 Plan:Second Floor/Roof 1/4" 10/26/06 12/21/06 Drawing Revisions Tele. Telephone C.B. -Catch Basin Kit. - Kitchen Typ. -Typical ,r ' Concrete Z H2 Sectiop reference: drawing No. Date By C.J. -Control Joint A301 and sheet number A 201 Elevation:North,East,South&West 1/4" 10/26/06 12/21/06 Cab. -Cabinet L.C.C. -•Lead coated copper U.O.N -Unless otherwise noted 10/26/06 12/21/06 Clg. -Ceiling Lam. -•Laminate Concrete Block (CMiJ) A 202 Building Sections 1/4" __ Conc. -Concrete Lay. - Lavatory VIF -Verify in field 4 Detail reference: drawing A 203 Wall Sections as noted 10/26/06 12/21/06 A 301 Chimneyas noted 10/26/06 12/21/06 Ctr. -Counter Lib. - Library Vert. -Vertical 128 Stucco or Mortar and sheet number Vest. -Vestibule —— DS -Downspout M.O. Masonry opening S-100 First Floor Framing Plan/Details as noted 10/26/06 12/21/06 DW -Dishwasher Max. - Maximum W/ -With ° ° Stone or Marble 102 Door tag: room number S-101 Second Floor Framing Plan 1/4" 10/26/06 12/21/06 Dbl. -Double Min. -•Minimum W/W -Wall to wall and door letter S-102 Attic/Roof Framing Plan 1/4" 10/26/06 12/21/06 DN -Down WP -Waterproof DR -Door N/E - Not Electrified WWF -Welded Wire Fabric Brick N/A - Not Applicable WC -Water Closet 112 Window tag: window number E 101 Electrical Plan:Basement/First Floor As Noted 10/26/06 12/21/06 TH OM PSON I RAISSIS I ARCHITECTS, LLC E.J. -Expansion Joint N.I.C. - Not in Contract WD -Wood Metal - Large Scale E 102 Electrical Plan:Second Floor As Noted 10/26/06 12/21/06 Elev. -Elevation N.T.S. - Not to scale ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 EQ. -Equal G 101 Garage:Floor Plans/Elevations as noted 10/26/06 12/21/06 T 203.399.0100 1 F 203.399.0101 Exist. -Existing O.C. - On center Hardwood Bedroom Room name & number G 102 Garage:Building/Wall Sections/Details as noted 10/26/06 12/21/06 O.D. Outside diameter 201 10/26/06 12/21/06 F.B.O. -Furnished by other Opg. - Opening G 103 Garage:Structural Details as noted VanHengel RESIDENCE Plywood F.D. -Floor drain Y F.O.F. -Face of finish Pl.I=. Plastic laminate Firs„t Floor Datum- controlpoint F.S. -Full size Pol. Polished Rough Lumber - U Block 8, Lot 3, Fishers Island Fdn. -Foundation Plwd. - Plywood Southold, NY Fin. -Finish Mr. -Floor R - Radius Wood Blocking �2s Revision Ftg. -Footing R.D. - Roof drain Cover Sheet H R.O. - Rough openingM P GWB -Gypsum wall board Req'd. - Required Rigid insulation RM - Room North arrow VMMBatt insulation JM NTS C 1 U Q � 1 _ 1 11 5 2 Dimension line a 0625 Q 10/26/06 P:\HengeI\p4—cd\0_C1.dwg L 1 2 3 4 5 6 7 8 9 10 General NotesMEC NOTES Check CODE COMPLIANCE: A 1. This project is filed for building permit under the requirements of"The Building Structural Specification STRUCTURAL STEEL Code of New York State". Permit# FOUNDATION / SOILS 1. MATERIALS: 2. Contractor shall install all stair handrails and guardrails in accordance with 2003 C6. SLAB REINFORCING STEEL SHALL BE SUPPORTED ON Permit Date IRC,section R311.5 F1. FOUNDATION ELEMENTS HAVE BEEN DESIGNED FOR CLASS 3 SUPPORTS WITH SAND PLATES IN SUFFICIENT STRUCTURAL STEEL, WIDE FLANGE ......................ASTM A572 GR 50 OR A992 THE PRESUMPTIVE ALLOWABLE BEARING CAPACITIES QUANTITY TO MAINTAIN THE FABRIC'S LOCATION IN STEEL PLATES AND ANGLES........................................ASTM A36 3. Contractor shall firestop all wall framing,chase walls,tray ceilings&drop soffits OF 2,000 PSF THE SLAB. STRUCTURAL STEEL TUBING I(Fy=46 ksi).........ASTM A500 per 2003 IRC,section R602.8 PIPE COLUMNS...................................................................................ASTM A53 GRADE B C7. THE CONTRACTOR SHALL FURNISH LOCATE AND INSTALL " REScheck Software Version 3.7 Release 1 F2. CONCRETE SLABS ON GRADE: � BOLTS....................................„......................................................................ASTM A325-3/4 ALL ACCESSORIES FOR PROPER ANCHORAGE OF STEEL Certificate '� 4.All wood frame strictures must be designed in accoordance w/one of the reference DIA. STD NUT AND WASHER Compliance V��i�i�,r G�� documents listed in R301.2&w/the Building Code of NYC,Code Section 1609 / " FRAMING AND MASONRY WORK. HE SHALL BE SOLELY A 6 LAYER OF SOUND, DURABLE 3 8 CLEAN CRUSHED WELDING ELECTRODES...........„.............................................ASTM A233 E 70 SERIES STONE SHALL BE PLACED IMMEDIATELY BENEATH THE RESPONSIBLE FOR FURNISHING, LOCATING, AND ENSURING ANCHOR BOLTS...............................................................................ASTM A307 5. All bedroom egress shall conform to 2003 IRC,section R301.1 &R310 SLAB-ON-GRADE. VAPOR, RETARDER SHALL BE PLACED PROPER QUANTITY OF FASTENING DEVICES. Emergency Escape&Rescue Openings OVER THE CRUSHED STONE AFTER COMPACTION. BENEATH C8. 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN Project Title: van Hengel Residence THE CRUSHED STONE LAYER, STRUCTURAL FILL SHALL WHEN INSTALLING EXPANSION OR ADHESIVE ANCHORS, ACCORDANCE WITH THE LATEST PROVISIONS OF THE "SPECIFICATIONS FOR THE 6.Smoke Alarms shall be provided in accordance w/:2003 IRC,Section R313 BE PLACED AS REQUIRED AFTER REMOVAL OF ANY THE CONTRACTOR SHALL TAKE MEASURES TO AVOID DRILLING OR CUTTING OF EXISTING REINFORCING AND DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" OF Report Date:10/02106 B 7.Glazing in Wind Debris Region must be protected v/glass that meets the large EXISTING FILL AND ORGANIC MATERIALS. DESTRUCTION OF CONCRETE. HOLES SHALL BE BLOWN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 9TH EDITION AND THE AISC Energy Code: 1995 MEC missile test certification or with structural shutters w/ attached hardware as required in F3. STRUCTURAL FILL MATERIAL SHALL CONSIST OF CLEAN PRIOR TO PLACING BOLTS OR ADHESIVE ANCHORS. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". Location: Southold,New York Construction Type: Single Family PREDOMINATELY GRANULAR SOIL WITH THE section 1609.1.4 3. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR ALL Glazing Area Percentage: 19% FOLLOWING GRADATION: WOOD FRAMING NOTES Heating Degree Days: 5572 8.All Building construction and site work shall be in conformance w/coastal site PERCENT PASSING SIEVE SIZE STRUCTURAL STEEL WORK INI ACCORDANCE WITH THE CONTRACT DOCUMENTS. 100 3.5" SUBMIT TWO PRINTS. DO N07 PROCEED WITH FABRICATION WITHOUT SHOP Construction Site: Owner/Agent: Designer/Contractor: zone W1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONED LAYOUT OF DRAWING REVIEWED BY THE .ARCH. Block 8, Lot 3, Fishers Island Mr.&Mrs van Hengel 50-100 3/4" INTERIOR PARTITIONS AND DOOR/WINDOW OPENING LOCATIONS. Southold, NY Block 8, Lot 3, Fishers Island 9.Light&Ventilation shall be provided in accordance w/2003 IRC,Section R303 25-75 #4 4. THE STEEL FRAME SHALL BE TEMPORARILY BRACED AGAINST EARTH, WIND, Southold, NY 0-10 #200 W2. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/ LARCH AND POSSIBLE LATERAL CONSTRUCTION LOADS UNTIL BEAMS, DECK, TOPPING, ARCHITECTURAL NOTES: (NORTH) N0.2 GRADE OR BETTER, UNLESS OTHERWISE SHOWN. SLABS, COLUMNS, AND WALLS ARE IN PLACE AND HAVE ATTAINED THEIR F4. COMPACTION: ALL FILL MATERIAL SHALL BE REQUIRED STRENGTH OR HAVE HAD THEIR PERMANENT CONNECTION.MADE. m 1. The contractors shall check and verify all dimensions and conditions prior to starting COMPACTED TO AT LEAST 95% OF MAXIMUM W3. DOUBLE JOIST SHALL BE C THE STEEL CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE INTEGRITY -,: ;{ . • ;. .. , O Y " S PLACED UNDER ALL PARTITION WALLS w, work and notifythe architect of an discrepancies. MODIFIED OPTIMUM DRY DENSITY ASTM 1557-D OF THE STRUCTURE DURING ERECTION. T.:, rs.,.,,, , ; ,-rTx:.,. .4" Y P " ( ) RUNNING PARALLEL WITH JOIST SPAN. IN 8 THICK LOOSE LIFTS. 2. The contractor(s) shall obtain any and all permits, as required by the Town of Southold, W4. ENGINEERED LUMBER: 5. SIMPLE SHEAR CONNECTIONS SHALL BE SELECTED AND DETAILED BY THE Ceiling 1:Other: 25 0.390 10 NY F5. REFER TO ARCH DRAWINGS FOR VAPOR RETARDER FABRICATOR IN ACCORDANCE WITH AISC - ALLOWABLE STRESS DESIGN OF Wall 1:Wood Frame, 16"o.c.: 1010 21.0 0.0 48 SPECIFICATIONS. WOOD I-JOISTS SHALL BE TJI PRO SERIES JOISTS SIMPLE SHEAR CONNECTIONS BOOKLET. LATEST EDITION. CONNECTIONS TO BE Window 1:Wood Frame:Double Pane with Low-E: 110 0,390 43 3. All work shall be in compliance with the Zoning Regulations of the Town of Southold, DESIGNED FOR A REACTION EQUAL TO 50 PERCENT OF THE TOTAL UNIFORM Window 2:Wood Frame:Single Pane: 17 0.390 7 C NY F6. WHERE THE GROUNDWATER TABLE IS ENCOUNTERED, PARALLEL STRAND LUMBER (PSL) SHALL BE PARALLAM 2.0E LOAD CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES. PART 2 Door 1:Solid: 19 0,390 7 A MINIMUM OF 6" OF 3/8" CRUSHED STONE SHALL BE BY TRUSS JOIST OF THE AISC MANUAL OF STEEL CONSTRUCTION. FOR THE GIVEN BEAM. Door 2:Glass: 30 0.390 12 4. The general contractor shall coordinate the work (of all trades and sub-contractor(s) PLACED UNDER FOOTINGS. SPAN AND GRADE OF STEEL INDICATED. Wall 2:Wood Frame, 16"o.c.: 767 21.0 0.0 40 unless otherwise noted. All contractor Window 3:Wood Frame:Double Pane: 47 0,390 18s) to cooperate in coordination between the LAMINATED VENEER LUMBER (LVL) SHALL BE MICROLLAM 1.9E 6. NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4 DIA. A325-N BOLTS OR Window 4:Wood Frame:Sin le Pane: 19 0.390 7 AND ORGANIC MATERIALS. construction trades. F7. ALL FOOTINGS SHALL BE BELOW EXISTING FILL BY TRUSS JOIST WELDS DEVELOPING LESS THAN 10 KIPS. Wall 3:Wood Frame, 16"o.c.: 1011 21.0 0.0 38 5. The contractor(s) shall be responsible for visiting the site and familiarizing himself with LAMINATED STRAND LUMBER (LSL) SHALL BE TIMBERSTRAND 1.5E Window 5:Wood Frame:Double Pane: 96 0.390 37 existing conditions. F8. ALL EXCAVATION WORK SHALL CONFORM TO OSHA BY TRUSS JOIST 7. ALL CONNECTIONS, SPLICES AND ERECTION PIECES SHALL BE DESIGNED BY Window 6:Wood Frame:Double Pane: 47 0,390 18 29CFR 1926 SUBPART P-EXCAVATIONS. THE FABRICATOR'S ENGINEER [REGISTERED IN NY. CALCULATIONS AND SHOP DRAWINGS Window 7:Wood Frame:Double Pane: 30 0.390 12 6. The contractor(s), by submitting his bid, represents, that he agrees with plans and details ALTERNATE PRODUCTS WILL ONLY BE PERMITTED IF SHALL BE SUBMITTED BEARING THE ENGINEER'S SEAL AND SIGNATURE. Door 3:Glass: 37 0,390 14 as representing the full extent of construction. If corntractor(s) find that plans and details APPROVED IN ADVANCE IN WRITING BY THE Door 4:Glass: 18 0,390 7 are at variance with what is physically in the field, hEe shall notify the Owner before ARCHITECT, ENGINEERED LUMBER SHALL BE 8. ALL HIGH STRENGTH BOLTS AIND NUTS SHALL BE CLEARLY MARKED AS REQUIRED Door 6:Glass: 122 0.390 48 submitting his bid. GENERAL STRUCTURAL NOTES INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, BY AISC SPECIFICATIONS. COINNECTIONS MADE WITH UNMARKED BOLTS AND NUTS Wall 4:Wood Frame, 16"o.c.: 777 21.0 0.0 37 WILL BE REJECTED. Window 8:Wood Frame:Double Pane: 40 0.390 16 7. The contractor(s) shall be solely responsible for oA safe working conditions and shall W5. ALL JOISTS SHALL BE INSTALLED WITH SOLID Window 9:Wood Frame:Double Pane: 31 0.390 12 observe all safety requirements established by jurisd BLOCKING/ BRIDGING AT 8-0 O.C. MIN. 9. BOLTING: COMPLY WITH REQUIREMENTS OF AISC "SPECIFICATION FOR STRUCTURAL Window 10:Wood Frame:Double Pane: 20 0,390 8 conflicts exist, the more stringent requirements shall (apply. Care shall be exercised to avoid OF THE STATE OF NEW YORK BUILDING CODE. 1 X4 STRAPPING SHALL BE INSTALLED IN PLACE JOINTS USING ASTM A325 OR A490 BOLTS." Window 11:Wood Frame:Double Pane: 10 0.390 4 Door 5:Glass: 19 0.390 7 G2. THE OWNER/CONTRACTOR SHALL SUBMIT 2 COPIES APPLIED CEILING IS NOT INSTALLED. D endangering personnel or the structure. OF BLOCKING IN AREAS WHERE A RIGIDLY 10. ALL WELDING SHALL CONFORMI TO THE REQUIREMENTS OF THE AMERICAN Masonry:Basement Wall 2:Solid Concrete or Mason 1479 21.0 0.0 58 / 8. The contractor(s) shall obtain workmens compensation and liability insurance in the OF STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW/APPROVAL WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE STEEL D1.1, LATEST sums prescribed b the contract w the Owner . Ownier & Architect shall be named as BY THE ARCHITECT. THE OWNER/CONTRACTOR SHALL ALLOW A W6. ALL PLYWOOD PRODUCT AND INSTALLATION SHALL CONFORM EDITION, BY CERTIFIED WELDERS AND QUALIFIED WELDING PROCEDURES. Compliance Statement.Statement of Compliance:The proposed building design described here is consistent with the building P Y / SHIELDED METAL ARC METHOID OF WELDING SHALL BE USED FOR ALL WORK. plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet additional insureds. MINIMUM R TWO(2) WEEKS FOR THE REVIEW TO THE REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOC. WELDING ELECTRODES, WELDIING PROCESS, MINIMUM PREHEAT AND INTERPASS the 1995 MEC requirements in REScheck Version 3.7 Release 1 and to comply with the mandatory requirements listed in the BY THE ARCHITECT. LEAVE GAPS AT EDGES AS RECOMMENDED. p y ry q • TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND AWS RESc eck Ins e It'on Chl Id, It 9. The contractor(s) shall furnish and be solely respoonsible for all temporary bracing required to maintain stability of the structure during construction. G3. THE GENERAL CONTRACTOR SHALL BEAR SOLE W7. APA RATED FLOOR SHEATHING TO BE 3/4" T&G PLYWOOD SUBFL SPECIFICATIONS. ANY STRUCTIURAL STEEL DAMAGED BY WELDING IS TO BE OOR RESPONSIBILITY FOR MEANS AND METHODS OF GLUED WITH PL400 ADHESIVE AND SCREWED WITH 2" SCREWS AT 12" REPLACED OR REINFORCED AS ACCEPTABLE TO THE STRUCTURAL ENGINEER. CONSTRUCTION AND SAFETY ON THE JOB SITE. Builder/Designer Company Na a Date 10. The contractor(s) shall protect all surfaces, finishers, fixtures and equipment to remain O.C. INTERMEDIATE FRAMING MEMBERS AND 6" O.C. AROUND 11. MINIMUM FILLET WELD SIZE SHALL BE 1/4" UNLESS OTHERWISE SHOWN ON THE van Hengel Residence Page 1 of 5 " to prevent damage or soiling during construction. PERIMETER. G4. ALL DIMENSIONS An0 ELVATIONS SHOWN ON DRAWINGS. RECORDS OF WELDER QUALIFICATIONS SHALL BE MAINTAINED AND THE STRUCTURAL DRAWINGS ARE SHOWN FOR AVAILABLE FOR OWNERS RD10W. ��D 11. All cutting and patching shall be done by the gemeral contractor(s) and shall be the W8. ALL METAL FRAMING CONNECTIONS SHALL BE SIMPSON OR S�� REFERENCE ONLY AiND ARE GENERALLY OBTAINED Hof EL,V responsibility of the G.C. to see that the final patch its not visible after finish es . EQUAL. �� r P Y P ( ) FROM THE ARCHITECT. DIMENSIONS ARE INCLUDED 12. PROVIDE ALL PLATES, CLIP ANGLES, ANCHORS, POUR STOPS, BENT PLATE, „.• �'� 12. The storage of materials and equipment shall be located as required by the site AS INFORMATION COMPLIMENTARY TO THE CLOSURE, AND MISCELLANEOUS PIECES AND HOLES REQUIRED TO COMPLETE -; ARCHITECTURAL DRAWINGS. GENERALLY, W9• METAL FRAMING HANGER SCHEDULE (U.N.O.): .& -fr A',;: o THE STRUCTURE. development plan. ARCHITECTURAL DIMENSIONS WILL GOVERN 2X JOIST/RAFTER...............LUS SERIES OVER STRUCTURAL DIMENSIONS. LAYOUT OF MICROLLAM................................GLTV SERIES 13. ANCHOR BOLTS, BASE PLATES OR BEARING PLATES SHALL BE LOCATED AND v'J E TJI JOISTS............................. ITT SERIES BUILDING FOUNDATIONS OR OTHER OTHER ITEMS BUILT INTO CONNECTING W&K. PRE-SET BY TEMPLATES OR SIMILAR METHODS. �9T ?37311 OQ 13. Install fiberglass sound attenuation butt insulation at all interior stud and joist cavities. MAY BE MADE USING THE STRUCTURAL DRAWINGS POSTS......................................... BC CAP / BASE ALL PLATES SHALL BE SET INN FULL BEDS OR NON-SHRINK GROUT, FCF N�� 14. Doors shall be as specified in door schedule. Provvide interchangeable storm and screen ONLY AFTER THE CONTRACTOR HAS REVIEWED THE TRUSS ENDS - RAFTERS............H SERIES HURRICANE CLIPS DIMENSIONS AND COMPARED THEM TO THE 14. ANCHOR BOLTS MAY NOT BE REPAIRED, REPLACED OR MODIFIED IN THE FIELD units for all screen doors where specified. ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES, W10. ALL METAL HANGERS TO BE GALVANIZED AS FOLLOWS: WITHOUT THE APPROVAL OF ]THE ARCH. INCONSISTENCIES OR OMISSIONS SHALL BE BROUGHT PRESSURE TREATED WOOD: G-185 15. Windows shall be as specified in window schedule., Provide insect screens for all TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. ALL OTHER WOOD: G-60 15. COLUMNS ARE REQUIRED TO HAVE A MINIMUM OF FOUR ANCHOR BOLTS. operating sashes. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, ANGLES, SEE PLAN FOR SKEW / SLOPE REQUIREMENTS. BUILDING OPENING CRITERIA Copyright©ThompsonRaissis Architects,LLC. ALL RIGHTS RESERVED ELEVATIONS, etc. PRIOR TO THE START OF ALL HANGERS TO BE FULLY NAILED 16. WHEN INSTALLING EXPANSION [BOLTS OR ADHESIVE ANCHORS, THE CONTRACTOR Drawing Issue 16. All glass within 18 of the floor shall be tempered safety glass. All windows adjacent to CONSTRUCTION OR THE FABRICATION OF BUILDING PER MANUFACTURERS NAILING SCHEDULE. SHALL TAKE MEASURES TO AVOID DRILLING OR CUTTING OF ANY EXISTING THIS HOUSE 16 LOCATED IN A WIND BORNE DEBRIS REGION AS No. Date By bathtubs shall be supplied w/ safety glass. See NY STATE BUILDING CODE for additional COMPONENTS. REINFORCING AND DESTRUCTION OF CONCRETE. HOLES SHALL BE BLOWN CLEAN DEFINED IN THE IRC 2003 BUILDING CODE. THE MAIN IUIND FORCE requirements for safety glass in hazardous locations. W11. ALL BOLTS, NAILS AND ASSOCIATED FASTENERS EXPOSED TO THE PRIOR TO PLACING BOLTS ORt ADHESIVE ANCHORS. 1 orz6ro Issue for Permit/Construction JAT G5. THE GENERAL CONTRACTOR SHALL FURNISH COMPLETE WEATHER SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 RESISTING SYSTEMS OF THE HOUSE HAVE BEEN DESIGNED AS AN 17. All operable windows and exterior doors to be wecatherstripped and all windows shall be SETS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS WITH A MINIMUM WEIGHT OF ZINC COATING = 1.00 OZ./FT. 17. ALL STRUCTURAL STEEL THAT IIS LOCATED IN EXTERIOR UNHEATED SPACES, ENCLOSED BUILDING. AS SUCH, THE OWNER/ARCHITECT SHALL 2 i=m6 Issue for Permit/Construction JAT caulked. TO ALL SUBCONTRACTORS FOR USE IN SHOP DRAWING INCLUDING STEEL DIRECTLY EXPOSED TO WEATHER, SHALL BE HOT - DIPPED COORDINATE TO ENSURE COMPLIANCE WITH ONE OF THE FOLLOWING: PREPARATION. W12. ALL WOOD FRAMING CONNECTIONS SHALL BE FASTENED IN GALVANIZED. 18. All exterior trim shall be Mahogany, Western Red Cedar or Azek, with painted finish ACCORDANCE WITH NY STATE BUILDING CODE, UNLESS OTHERWISE 1. ALL GLASS SHALL HAVE IMPACT RESISTANCE GLAZING THAT unless otherwise noted. All trim shall be primed and (back primed before installation. All G6. CONTRACTOR SHALL IDENTIFY ALL EXISTING LOAD INDICATED. 18. THE GENERAL CONTRACTOR SHIALL NOTIFY THE ARCH. OF ANY FABRICATION OR ERECTION F running joints & cut ends shall be primed & glued during installation. All outside corner BEARING ELEMENTS PRIOR TO WORK AND SHALL ERRORS OR DEVIATIONS AND RECEIVE WRITTEN APPROVAL BEFORE ANY FIELD CORRECTIONS CONFORMS WITH ASTM E 1886 (6-1) AND ASTM E 1996 (6-2). joints shall be mitred. DESIGN AND PROVIDE SHORING AS REQUIRED TO SUPPORT W13. WALL SILL PLATES SHALL BE ANCHORED TO FOUNDATION ARE MADE. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS CONSTRUCTION. WALL WITH 1/2" DIA. A307 HOT-DIP GALVANIZED ANCHOR WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 19. Precautions shall be taken to minimize air borne saw dust created from cutting CCA BOLTS W/WASHERS SPACED 4'-0" MAX. treated members. Dust masks shall be worn by anyone working in the immediate area Drawing Revisions THERE SHALL BE A MINIMUM OF 2 ANCHOR BOLTS PER SECTION OF 2. CONTRACTOR/OWNER SHALL PROVIDE WOOD STRUCTURAL PANELS where treated members are being cut. PLATE. WITH A MINIMUM THICKNESS OF 1/16" PRE-CUT TO COVER ALL GLASS No. Date By REINFORCED CONCRETE ANCHOR BOLTS SHALL HAVE MINIMUM 7" EMBEDMENT INTO CONCRETE. ON THE FIRST AND SECOND STORIES OF THE HOUSE. THE PANELS 1 iimi/o6 General notes/Framing Detail Revised JAT [DESIGN 1_0,41D;5 T,45LE W14. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE SHALL BE STORED ON SITE IN A READILY ACCESSIBLE AREA WITH (PER IRC 2003) C1. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO THE TREATED (CCQ TYPES B & D OR CBA-A, CA-B) LEVEL OF ALL HARDWARE NECESSARY FOR PROPER INSTALLATION (SEE FLOOR LIVE LOADS AMERICAN CONCRETE INSTITUTES (ACI) " SPECIFICATIONS TREATMENT SHALL BE IN ACCORDANCE W/AWPA STANDARDS FOR FASTENING SCHEDULE BELOW). IN ADVANCE OF A HIGH WIND UNFF0I01 C04CENTIRATM FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI 301) RETENTION BASED ON END USE APPLICATION (ABOVE GROUND USE, EVENT, THE OWNER SHALL INSTALL THE PRE-CUT PLYWOOD PANELS OCCUPANCY OR USE LOAD> (PSF) LOAD (LBS) AND "BUILDING CODE REQUIREMENTS FOR STRUCTURAL GROUND CONTACT, DECKING, ETc....). OVER THE GLASS OPENING ON THE FIRST AND SECOND STORIES. IRESIDENTIAL ,0 N/A CONCRETE (ACI 318). ADDITIONALLY, ALL GLASS OPENINGS ABOVE THE SECOND STORY, (NON-SLEEPING) W15. FOR OPENINGS 6'-0" IN WIDTH OR UNDER, INSTALL 1 JACKSTUD + 1 AND ALL OPENINGS WIDER THAN 8 FT. SHALL HAVE IMPACT Fr=sIDENTIAL ism N/A C2. CONCRETE FOR MIX DESIGN: FULL HEIGHT STUD. FOR OPENINGS OVER 6'-0", INSTALL 2 JACKSTUD RESISTANCE GLAZING AS SPECIFIED IN ITEM 1 ABOVE. (SLEEPING) I I + 2 FULL HEIGHT STUDS, UNLESS OTHERWISE NOTED. G ROOF LIVE LOADS (!SNOW) f c = 3000 PSI (MIN.) AT 28 DAYS w/c RATIO = 0.50 (MAX) W16. ALL HEADERS SHALL BE PER HEADER SCHEDULE, WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE GROIIft0 SNOW LOAD (Pg) 45 PSF SLUMP 4" UNLESS OTHERWISE NOTED ON THE PLANS. AIR ENTRAINMENT: 6% FOR WOOD STRUCTURAL PANELS THOMPSON I RAISSIS I ARCHITECTS, LLC FLAT ROOF SNOW LOAD (Pf) 30 PSF W17. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 SUBMIT CONCRETE MIX DESIGN FOR APPROVAL PRIOR TO UNLESS OTHERWISE NOTED ON THE PLANS. FASTENER SPACING SNOW ExrMI;M FACTOR(Ce) 09 CONCRETE PLACEMENT. T 203.399.0100 I F 203.399.0101 W18. FASTEN WOOD NAILERS TO STEEL BEAM TOP FLANGES WITH 4 FOOT- ro FOOT IMPORTANCE FACTOR(le) 1.0 C3. REINFORCING STEEL SHALL BE ASTM Al GRADE 60. 3/8" DIA. A307 BOLTS AT 3'-0" O.C. STAGGERED UNLESS FASTENER PANEL SPAN < PANEL SPAN < PANEL SPAN tNER1'1AL FACTOR(Ct) 1.0 C4. BAR DETAILING SHALL BE IN ACCORDANCE WITH THE OTHERWISE NOTED ON PLANS. TYPE < 4 FOOT- rp FOOT < S FOOT WIND LOAC ")S ACI DETAILING MANUAL-1998. <PLACEMENT DRAWINGS < - VanHengel RESIDENCE (usED WIt1-I AvCE 1 DESIGhA STANDARD) SHALL SHOW THE NUMBER AND LOCATION OF ALL c BAR SUPPORT AND ACCESSORIES. 21/2�� *� �� Block 8, Lot 3, Fishers Island BASIC WIND SPEED (3-SEC) 120 MPH WOOD SCREWS 6 12 9 Southold, NY IMPORTANCE FACTOR Ow) 1.0 C5. CONCRETE COVER SHALL BE AS FOLLOWS: WIND ExPOWRE C CONCRETE POURED AGAINST EARTH............. 3" 21/211 #6 16�� 1(0" 12" CONCRETE POUR IN FORMS WOOD SCREWS General Notes & H BUT EXPOSED TO EARTH WEATHER: Specifications _ INTERNAL PRE°v°vURE COEFFICI �/- 0.18 / F COMPONETS a CLADDING PERz EQJATION TABLE #5 BARS AND SMALLER 1-1/2" F0101,2(2)OF IRC 20M #6 BARS AND LARGER ......................... 2" a. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. A SEISMIC (EARTHQUAKE)) LOADS JM b, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE NTs C2 EXEMPT PER SECTION R301.2.2 OF IRC 2000 ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 4g0 POUNDS. 01625 Q 10/26/06 a P:\Henge1\p>4-cd\0_C2.dwg 1 2 3 4 5 6 7 8 9 10 A 2-1/4" Red-Brick 0 F�_ 1-3/4" Mud bed T.O. 1 st Flr- Sub. flr 4" Conc. Slab On 6 Mil Poly Vapor Barrier ( 0'-0") Fin. Grade 60'-4" ' T.O.Stem Wall 12'-4" 7'-0" 7'-2" 1'-0" 6'-4" 1'-0" 9'-6" 3'-42r, 8,-72,r 4'-O' 'd a: .14 •• :. 6" Crushed Stone r 1 `` ' ° Compacted Fill > . . I I I o ... I---- --- - � I N 4 I 2#5 Cont. 8" I Slab On Fill I 8" I = `D 2#5 Rebar dowel T.O.W= (-)8'-4-1/2" I I T.O.W= (-)3-3/4„ ,. • . Wood frame platform & BO I i I = I i I � - — — — - stairs over conc. slab -- -- -- L - - �N T.O.S= (-)1'-3-5/8" a t o •. :• ' :. .:' : � . ca- -- ---- ---- ------ --- - — -- - Bo ITN 2#5 Cont. r! — ;7P C14 .t--tl I I ` � O n rnn- - - -- Drill & dowel footing to I I I I I 6 1 -2 6r- - - - - I wall w/ (3) #5 Rebar Typ. F---- - - ---- -- ---� 2'-2" �j/-�01IIII ✓I "f I I I I I I@ 6-5/8" Up 76 " i I I I V IISection Detail . Porch T . 12., T @ 10" + Nosing � I II @ 110"1+ os In _ rr 4-O I 20 Min. fire-rated door- I g 1 I I I I 1 - 1 -0 w..•�----� Co I r - - - 1 r - I I I I self closing I I A100 0 LL-LSill Gasket I , N I - 02 , I I Sim. T.O. 1st Flr Sub. fir c Bilco door & Pre—cast I I �' I I T.O. Bsmt Slab L — — J = L—— —J L _I ---I I I I ST�O.�tem Wall stair well @ contractors I I Oil Tank ° 275 Gal. ( I (-)9'-5-3/4" 13'_8" `ram option-Provide drainage 1„I I 1 7/8' JI 5- 1 I „ 5'I 42-8� 4�11' 1 » 2 I ,2 11 -6 2 2 .2 2 3-2 10 D00 I I Oil Tank = I 12'-10° 14'-O2" 14'-44" 11'-54,, 4�2� E' -- �' o �' I I 275 Gal. ; I I Basement I I I I I;o1 °° N ————--� I (2) 2x6 Plates T.O.Shelf Install ceiling fire-code _ J = 3" Terra-cotta boiler flue Galy. anchor bolt 1 2'x10 T @ 6'-0" nl I bd ceilin through r I i C-4 \ (Typ.)9YP 9 9 �i mech contr. to confirm size I 1o• c. max. 1'-0" from c11 corners. o I out mech rm 1 hr Pin frost wall to foumd. w/ I o ® I I fire rating I #3 rebar (Typ.) I 75 Gal ,�- I 4'-0" x 4'-0" x 12" W/ 4-#4 r - � r- -, I A202 = I ° Hot Water �' ,�- - - each way @ bottom Typ. I ( I I I 1 I e Utility window Anderson2B20, or equal. Install ' ' I 4'-8" �J— - - - - -I - - - - -I I I I d preformed fiberglass window well w/ drain Clean out w/ CSC yoor I I I I I I °. I' ° (Typ.) required I co I � L — —J B03 B/�SEMENT SLAB I I d "Tuff-N-Drill Waterproofing system. 4 Reinf, conc. slab on 6 mil. poly. p'C C� `-� vapor barrier, w/ 6x6 w1.4xw1.4 I Pre-formed window well �`' P� _/01 Boiler I I Beam Pocket I - :r welded wire fabric over curtain drain I • `=cr' sys. of 4"0 perforated pipe @ 8'-0" 1 O° -' ;:•• . Mech. Rm I J Mid Utility window Andersoon2820, or equal. I I -H 1 E 00 Sewage ejector pump I B02 2-4 1 I- 0 2 6' ox,sto In 12" bed of 3/4" crushed oI p ,� I A° N� . Install reformed fiber, to window well I ,ram 1 8'-8" I 6'-8' 1 =IN w/ drain (Typ.) I I 3/4" Gravel 12" Deep q�. 023731-- < -------- - - - I ——- - —— -- ---- - - -- -� I �'OFNF-14 l Wall hung laundry sink T.O.S= (-)1'-3-5/8" I 1 _ _ 0 0 2hN i-- -- - - -- --- - - - cv L -- •`IN T.O.W= (-)3-3/4" I r -- - - -- - --- -- - -- 2#5 Cont. Cop yright®Thompson Raissis Architects,LLC ALL RIGHTS RESERVED - -------- -- ---- - - -- -- - - ------ -J T.O.W= (-)11-1/4 ° N iv i I N ° ° Drawing Issue L --- -- -- Ad No. Date By i I I Pre-formed wiindow well A 1 on6i Issue for Permit/Construction JAT d 6 I I 6 I Dowel frost wNolls footing 2 antro6 Issue for Permit/Construction JAT = 04" I 1_ I 27'-111" I +_ I 104" to basement wall w/ I I I Slab On Fill 1 3#5 Rebar (Typ.) I I ° A ° F 9-1/4" 1 1 I d d 2#5 typical (4) sides of all 1 I 4 Reinf. conc. slab on 6 mil poly. I I , ° vapor barrier, w/ 6x6 w1.4xw1.4 openings in foundation I I welded wire fabric I l A Drawing Revisions No. Date By y_i I T.O.W= (-)11-1/4I' °° L---- - ------ ---- - - - - ---- ---- -----_J I (3 ° ° (2)#5 Top & Bott. N ° �-;- --------- ----�;--------- ------ ---------- --- ----------�_--4 " 2x4 Ke T ��--- --------- ----��----------------------------------- --------------�� -sue I ° ° Key - -- -- - - --- --- -- - - - -- - - ------- -- I ° Yz" Asphalt Exp. Filler _ D8 F7 � � (3) #5 -Typ. 4N d d I A100 A.202 a a a a a 4" ConcF . Slab On 6 Mil Poly Vapor Barrier co 04 30'-32" 4 7'-2" 6'-0"' 2'-10'° o Over 6" Crushed Stone 06 T.O.Con.Slab O o O O O . • 'd 12'-4" 16-0 Q Q o Q ° ° °°d ° •. - ' o. o� o . o .- o• .` T.O.Footin THOIV�PSON I RAISSIS I ARCHITECTS, LLC d A 60'-4" ° ° o 0 0 0 'd ONE(DOCK STREET I SUITE 300 1 STAMFORD CT 06902 o d < A I d T 203.399.0100 1 F 203.399.0101 ( d VanHengel RESIDENCE Block 8, Lot 3, Fishers Island 6" 10" 6" 4" Perforated pipe @ 8'-0" O.C. curtain U c) drain system in 12" gravel bed Southold, NY 0 fo Z 1'-10" � w Plans H H1 Plan : Foundation H8 Section Detail F Foundation/Basement 1/4"= 1%0" JM 2 1/4" 0625 � 10/26/06 CIO a A 1 Z 3 4 5 6 7 8 9 10 A a E 60'-4" - 12'-4" 32'-0" 16'-0„ (6'-103„ 5,-�„ 2,-�" 8,-81" 7,_11„ 13'-8�„ 4 4 4 4 4 4 12'-0" 4'-0" r — - - - - - - - -� 3'-42„ 8,_72„ 10 EEG: 1 10" Tuscan Column Typ. I I Porc Alum. Drip Edge I B I I 2x8 Ceiling Joist Egress Egress 102 �N, 14" S t --- • O �N ° -----„--_=�N- / �^=I� K-Style A lumn. Gutter 5/4x Wd Fascia A HB 15R N101 101 1x8 Soffit Bilco D B e14P + Flush w _ Dn 1" 1 32 4,-3 �I Finish Grad Forester Bed-mold Model : F51940 2'-02 321 15-11„ 31 75- 2 - „ C144 - COR-A-VENT Cont. —� 1 N " `aa (3) 1-3/4" x 9-1/2" LVL 8¢41" 5/8=�T& bead board 10 O � 1N , Sh. & Rod- N20 07.3 4" I Guest Bath/C . Guest Bedroom Stair all up9T ® 10 + os ng 108103 102 101 I —�=N Porch 103 oo CT)B A -- 00 J ap 01 MudroomC L - - - _ 44 Cedar post w/ 1x4 3 3� 2-123 12'-113" 31" 1 D 108 108 T&G Cedar Panels i tyle col.i 102" 5- �2 4 2 1 2 A60" ----- - ------------------------ ----- ----- I- -------------------------- ---- - _3-4 HB II iIII II 107 i Bench/ StO.Cubbies/_fi Storage 110 ----—------------- - -------- =� Microwave M R/F NC_ o N =M 8" Boiler Flue I� =CD M N N r 108 I 110 El I I I I I I I I I ® - --------- I = b`DIN _ II 02 �, AO --- -- -- -----------Ll-------------- CC o cO � _ N_ LLJ 0 a Studi1Window o OO 2" Bluestone =N/Frepldace Stuy Livi Dining Rm Kitchen oQ D - - _ _ - _ 104 105 106 107 i .0 00 I 0O I °° Parjtry li i 00 1 River-Rock Veneer ------ -- ----- - ----r�------- ---" -------------- -- -----------{ -------------- -00 -- ---------- -- -- 3�" 5 i i iI laI'-62 2 12104 „ I I H A I I I I I I I I I IU?ink I I 10 I 107 I DW T.O. First Floor Sub-flog A B D I I N N ^�� /r gf0-0 )38.5 4 n HB RE4 105 i I I N � N 4 Step Dn ODS ik �106 107 I I i ,�M I I I I I IL Brick paved landing E I I I I I ,9T 02373,.1 Ca' I �0F N�V� E7 Terrace T.O. 1st Flr - Sub. flr Align edge of slab & pavers = i i A202 i i w/ face of veneer pier ( + o'-0., o i i I l — I I I 6„ Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED I I I o I Drawing Issue Roof line above = �I� Mld No. Date By I I I I I I I I I I I I I I I I = 1 trorz6Issue for Permed Construction JAT 2 t2m/o6 Issue for Permit/Construction JAT I ® I I I ------ ----- ---------------------------- ---- ----- ------ I I ----- -------------------------------- FL-- ------- ------- ------------------ -------------------------- ------- --- ---j o I I 3'-o-34„ 3,_o-3„ 3,_03" 3,-03" M N 4 Drawing Revisions 1'-51'-51" 6'-1 ill 6'-111" 6'-111" 6'-11" 1'-51"1'- 1„ No. ID B atc y 2 2 2 2 2 2 2 � 6'-6" 5'-10" 16'-0" 16'-0" 3,_74" 8,_�„ 4'-o-3" 12'-4" 32'-0" 16'-0" 60'-4" G THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 T 203.399.0100 1 F 203.399.0101 6" 1'-2" 6" 2,-2" VanHengel RESIDENCE fo Block 8, Lot 3, Fishers Island U Southold, NY H2 Plan ;: First Floor QQ Detail : Section 1/4"= 1'-m" = 1'-0" Plans H First Floor JM 1/4" A Ca �' 0625 10/26/06 101 a L 1 2 1 3 4 5 6 1 7 8 9 10 44'-0" 32'-0" 12'-0" 2'-61„ 8'_81„ 7'-11 ,-61" 7'-0 " 4'-113,r 4 4 2 11 -2 4 4-1 4 A 066 66 Egress Egress _ 202 201 214 ® 213 O ------------------------------------------------ -- --------------------------------, 5" K-Gutterw/ 3" Diam round down spot (Typ.) ihN I 81 p I w 202 Z I I N i `t --------------------------- 1 ----------------------------� =IC'4 I Exterior Line of framing I I I 1 I below I ® I® I = -----� t ---- I I Mld- -- _I 1 ^ I I � � a' 212 1 = I ----- ----- I _I Dn E� B ','`� 15'-11„ 31'r 15'-81" 51>r i 4 2 4 I I 1 2 I r I ih I I I I I I I --- 8:12 8:12 I Bedroom 13„ 1 I �-- 202 6-114 32 8'-5" 1>r �,- Stair Hall 205 Hall^ I 207 Master Bath Il X I 1 204 = 201 205 A 207 - ---------- 1 A I old- I I i I r --------� Cedar Closet � I 1 I � 202 -----z— I I I I I � /� 1v, I I r 1rr 1 , I 1„ >— �." 1" 7'_8" 2 2 2 3'-10" 2 2 1 III 8:12 2 11'-6 / 32 2-7- 11 6 5 4 I �4 205 2 5 F 1 N i I ii 10:12 I it O I I III I I III I I I N ® Frame for future 210 .-N I I I I I ¢ 2'-6° Ba open g to cupolb \ A 1B 'a- 0 1 o A202 r7 III a^ � i [W/DM N 203 Bench 203 ABench (2) L�ye�s of ��, �' iPull downN o II A stair I i ii i 10:12 o i 1 C9 III I II C sl}eet-rock I T I III I p l I L------- I III I 8:12 = = A Supply overflow pan &SIN 1; = v' aN I I °°° '-� 1 1 rr drain "' 1 1 , I , 1„ 1 a 15-14 32 15-84 --- 2 2 ;' -10 IC7 7-82 O I a ___--_ I I I M. Bedroom _ --- Bedroom 2 I ll t 1 I 206 • 'i Linen Cab t O I I 8:12 8:12 -- --------------------------- J I 204 • I above 209 , „ I = I I I _ • ° I • ° 16-0 �ccw 1,r I I I I 2-32 I I v . . I i �' I • I I I nA I I ° ° 2lI't I ° ° =O I I e I 208 I I I I 1 IC7 O 1 � I I 1 205 L _______________ I I c --------------------- L ---------------------------- 1 -- ---------------------------------------L ram __—____— �— / -------------------- ------------ D _I a N - -- I I I L----- - -------------------------------------- ------------------------------ J - - 206 -- Egress Egress y 1 & � R F7 !� 4 4:12 4:12 ��S ,pRF.vv A202 � � V 19�. �?(d�731•Z �4L� FOF NV l y 8'-0" 15'-82" 8'-31 7'-04" 4'-114" 4,_0" Copyright®Thompson Raissis Architects,LLC ALL RIGHTS RESERVED 32'-0" 12'-0" Drawing Issue 44'-0" No. Datcc By 1 ion&o6 Issue for Permit/Construction JAT 2 i2nv Issue for Permit/Construction JAT y o ldo w � o 7� � F Fl Pan : Second Floor F7 Plan : Roof 1/4"l= 1'-0" 1/4"= 1'-0" Drawing Revisions No. Date By G THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 T 203.399.0100 1 F 203.399.0101 VanHengel RESIDENCE Block 8, Lot 3, Fishers Island U Southold, NY Plans H Second Floor & Roof JM 2 1/4" A Cn 0 0625 10/26/06 102 a Ca 1 2 3 4 5 6 1 7 8 9 10 A aL 2" Bluestone Chimney Cap O 4" Stone River Rock O� Veneer . Typ. O p O 12 O �O 8„1 Oa Oo Asphalt Shingle Roof-Typ. OO B LLLJ O o LLL o Oo ILL I LU O OD T.0.Plate O � --- — —.......................... O -.-.._..____ -- 0 - Wd shingles siding w/ 5 C) 'c:7 exposure typ. 203 p4 p4 O �O ---- ,�O ........ _._._ I I O � 205 {........_._......._.._.._.--..__.._._. ---- ----.._ SIN - 1 ____.............._..._.._..._._..___ _ 1 1 0 0 i L.C.C. Copper Flashing --- O FT co L___.-.--.-.-.-.-.- —..--------- -- Asphalt Shingle Roof-Typ. �O (TYP) +_.._........._...._..................._......_...._._._ ----- -- ------- C ---- ........................---- --,...--- . _ �4" Sub.Fl-2nd F1. r iu k.1 -h-W..11_..1..1_l0__11J I l_ - - - - — r7 II T.O.Plate @ Kitchen/Stud ! I I Y u u u 11 u L 11 U u 11 U 11 L 11 U J 11 u U LI U Ll U LJ 11 lJ 11 LJ 11 LJ LI — I 1.__U-1_.1...1..1.......U.Jl L__U__....1.1 L_UJ - - I I I 10" Round tuscan column typ. __ 111 _ O�O 103 SIN SIN O❑O I Ijq I LL 1-3/4" Historic sill nosing Typ. _ 10 0 I 04 0 D IE-, Wd shingles siding w/ 5" exposure tYP• I to 0 I ' O - - I i I I101A Sub.F1.-First F1.10A o Louver D000r Elevation : North �� Elevation : East �.5 �of2 �-y 1'-0" E7 1/4" doq �37 E311 yp� 3" Bluestone Chimney Cap OF NE`N +Coping O ® O „ O 4 Stone River Rock Louver & attic exhaust fan Veneer �O Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED Drawing Issue L.C.C. Copper Flashing NO O No. Date By 1 on&m Issue for Permit/Construction JAT I._ 12 2 ani/m Issue for Permit/Construction JAT 40 Yr Asphalt Shingle 8 Roof-TYP• 1 11 1 11 1 1 11 111 1..111_ ._ _I-L...LI. _1O._U.......J.IO..U_.....1.1.._LU I_.....0 O ; 11 k U_._J..l_.11_I11.1_1_L_11 I__la___L1._.L1_.....1__ll---J_...Lll_ ILI F ..U_I _1J liliLL -U-IL FILL ILEa , glll JUL Ill 11 110 11l_U_l..l...I 111__1] 1 Will i1.1 ] I.-l....11..._L.111_ll__LLII 1�_l U.l T.O.Plate - - _ _ _ _ Drawing Revisions � No. Date By LIH �� I - LJLILI 1-3/4" Historic sill nosing Typ. ' FIFIF] O ❑ _ ❑O Wd shingles siding w/ 5" -N ❑� F exposure typ O oo ' 0 0 0 ,Y, 0 I I �A 10 1 L.C.C. Copper Flashing " (TYP•) e s bN 4" ' U__LI.O 4"� L1..00..U..10 l rh Sub.F1-2nd Fl. - O 1 III— — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - — U.LLI�_ 1.1� 11.11.U_ l.J..l�l_O_LI. U.... 0 — — —— — ! — - - - - - - - - - — — — _U U_llll t 1..J...J...1...11.......1_lJJ__1!..._11.11.....11..._l 1 11 U.OI 11_1111 l_11 l_L.1111_O U ! J L.I. U.J 110 11 J_l..l.J_l.._l!_lL1a.. THOIWIPSON I RAISSIS I ARCHITECTS, LLC tat � ! ONE:DOCK STREET I SUITE 300 I STAMFORD CT 06902 I— I — - T 203.399.0100 I F 203.399.0101 I I I I I QLUU O LJL IN ' \\ I ® FM ® \ e I \ \ VanHengel RESIDENCE ` 10 Round tuscan \ , ' 08i I I11U11 LI ' 0 10 ` column typ. Block8, Lot 3, Fishers Island \ \ U Southold, NY OD gj� 104A \ o ` ` 0 107B \ S �08A Exterior Elevations H - - - - - - - - - - - - - - - - - - - - - - - - _M11 F y Wd shingles siding w/ 5" EIETTI exposure typ. ® Kitchen/ (Library Conc. Found. Wall to be covered w/ landscaping#w #11 1 1 1 11 Elevation : South H7)�114 levation : West JM 1/4" A 1/4 - 1 -0 201 a A L 1 2 3 4 5 6 7 8 9 10 A 5/4 x 8 Fascia D10 Future Cupola light shape. Framing dim. per 2nd floor plan - - - - - - - - - - -� Attic 301 5/4 x 6 Fascia I ''Cil H10 - ' ' ' � I I H 03 12 ""Attic",'N 0 C , 12 B — 8 301 �0O �8 IfT 2X10 @ 16" o.c. w/ R35 Batt Insul. i T.O.Plate — — — — — —! ,� ,' 2x1 1116" o.c. w/ R35 Batt Instill o- d I I T 11 I I 1 III III o M. Bedroom Master B I i M. Bedroom I; ; Stair Hall II o Bedroom 1 100 I I 1 1I = 206 207 I 206 i 1 201 l = 204 I I I I I III M 1 I I 1 II I I II ! I Sub.Fl-2nd Fl. — — — - — - - _ 12 /8" TJI @ 16" o.c. w/ R35 Batt. Insul. 12 I I f4F o R°<�eCs I 11-7/8" TJI ® 16" o.c. w/ R35 Batt. 11 ul. 4.75F_ I 16 I 2y1 r 2x8 Ceiling Joist T.O.Plate I - Kitchen/Study IDining Rm Stair Hall 1 i 1106 i 101 I I I CVo _ I T I N I I - Study Living Rm Dining Rm Kitchen ! I I ;N o, 105 104 106 107 I = I �' •� ® I -" F i OL Sub.Fl.-First Fl. — — — —l 11-7/8 TJI ® 16 o.c. ^^ _ --- - — - ----- — — -11-7/8 TJI ® 16 o.c. ------ I Beam Low Beam Low II L II I I I I I _____ --------- -- (3) 14" LVL (Low) -- Basement ! 1 I Basement 11 B01 ---------- I !I I 1 B01 ---------- RCS �� oR Ew 's I I � O I I I I I I 1 I 11 1 I I -t, E (� Q ( Q ' I �` O _Q_' �TF OF N .41 O r )�l �i��nSection uildin Section/4 E7 1/4"= 1'-0" Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED Drawing Issue No. Date By 1 0/26/0f6 Issue for Permit/Construction JAT 2 2m/w Issue for Permit/Construction JAT F Drawing Revisions 12 No. Date By 12 8 8 2x12 Rafters Wd crown "AB-501" or rr 34_ w Alum. Drip Edge approved equal Wd fascia SIN rr71� G 2 6 Wd crown "CLC-932" or,, 0 2 6 approved equal Nam „ THOIMPSON I RAISSIS I ARCHITECTS, LLC K-Style Alumn. Gutter v+ rn Wd frieze oo ONE DOCK STREET I SUITE 300 I STAMFORD CT 06902 a ¢ 10 0 Tuscan Column or 5/4 x Wd Fascia N T 203.399.0100 I F 203.399.0101 approved equal 2 2 2 SIN Bed-mold F51940 VanHengel RESIDENCE Block 8, Lot 3 U Cor-A Vent Fishers Island, NY 8 8 8 5/4 x 9 Wd Frieze , Building Section H L.C.0 Flashing drip edge typ. ® all windows 1'-1" JM U 1/4" A Hl Detail : Eave HS Detail : Eave @Entrance Porchl 0625 10/26/06 202 3"=I%0" 3"= 1°-0" ca a S Gl TI r'l ty (7 t d D Cont. Ridge Vent Aluminium Drip Edge. 5/4 x 6 Fascia H 1 x Soffit. �- ROOF CONS. — TYP. 12 / / —40 Yr asphalt shingle —15# felt Weatherwatch @ eaves, 8 overhangs & valleys —5/8" CDX Plywood sht'g. —2x12 rafters @ 16 o.c. —R-35 insulation @ location required / "Prop—A—Vent" Baffle Typ. / Hurrican simpson H2.0 / clips typ. @ all rafters / 2x10 @ 16" o.c. w/ R35 Batt Insul. Sub.F1-Attic ro Aluminium Drip Edge. L8 Fascia 1x Soffit. Cor—a—vent M. Bedroom Master Bath 206 207 w v o a> a) = S c_ SIN c CD o I I Flashing @ all window Typ 3/4" Th HI—R Sheathing Simpson CS16 Coil Strap Typ. r}, Sub.F1-2nd Fl. .c/\1. B t In '�r1OO o.c / 8 tt ul. ROOF CONS. — TYP. 12 —40 Yr asphalt shingle WALL CONSTRUCTION—TYP. —15# felt weatherwatch ® eaves, —Shingle Siding, 5" Exp. I/\1 LAN. � 6 overhangs & valleys —Home Slicker. Drainage Course I H , —30# Asphalt felt or weather watch —5/8 CDX Plywood sht g. —1/2" Ext. Grade Plywood Sheat'g I —2x10 rafters ® 16 o.c. —2x6 Framing ® 16" O.C. —R-35 insulation @ location required —5/8" Gyp. Bd. ^<r- 2x8 Ceiling T.OYlate @ Kitchen Seal sheathing to framing w/ cn expanding foam _'CO N I N �N I Terrace Dining Rm Kitchen 106 107 ON 0 0 t� tZ WALL CONSTRUCTION—TYP. —Shingle Siding, 5" Exp. —Home Slicker. Drainage Course 1x Apron IMT —30# Asphalt felt or weather watch —1/2" Ext. Grade Plywood Sheat'g Copper pan flashing ® all —2x6 Framing ® 16" O.C. door sills —R-21 Batt Insulation. (2) 2x6 P.T. plates L —5/8" Gyp. Bd. 2-1/4" Red—brick Mud bed. 3/4" Advantech TO Simpson STHD Holddown Typ. subfloor— Glued & sere ed v J, Sub.Fl.-First Fl. o.-o^ II 11-7/8" TJI @ 16" o.c. �bip '�rO° 11-7/8" TJI @ 16" o.c. 4" Reinf. Conc. Slab — — 6" Compact Gravel Compact Fill II #5 Dowel @ 12" o.c. 1/2" x 8 Anchor Bolt ® 6'-0" o.c. & within 1'-0" @ all corners 2" 42" (2) #5 Top & Batt. 10^ ao Vic.To—undTian wall Basement , I Basement B01 BOl Tuff—N—Dri Exterior foundation waterproofing system, w/ 3/4" rigid board insul. 2x4 Key Geotextile filter fabric 6" T Gravel fill 1/2" Expansion joint a a a o a a a T.O.Footin�_ 4" Reinf. Conc. Slab I N a a a Preprufe 200 underslab I 4" 0 Perferated Drain pipe. o o membrane system—Turn c up wall 8" min. (3) #5 Cont. 4"0 Perforated pipe @ 8'-0" 1'-6" Min. 1'-10" o.c. curtain drain system in r 12" gravel bed 10 Wall Section 10 Wal!O� ection JLL3/4"- 1 0 31 — 1 Project# Drwn by Title Client , . o N � o z Q OrQ. m F` '0 0 OCD a CN11 OT. O CD CCD coo O !I h E3 Z M a 4 m ° M W M — 0 CD yS RFG'i CD Date Scale '� W i.w X W E. `a AM 00 c� — D d P. v y. „`Y 9 �� Q r a c (n o ,a. W b r� ia�i fn N Q W M T O Ml•1�J1 D �. co CID /LO l�'�)5ci° o is 5 X n Sheet H y o OCD C, m a N a n 1 n O N cn W n H H H J 1 2 3 4 5 6 7 8 9 10 Bluestone Chimney Cap.— NY Premium Gray/Green w/ n Rock Face Edge. 3'-0" 6x8x18 Granite Block — 6" 2'-4" `� Anchored w/ Stainless Stl. Dowel to Cap & Base Cement Wash — Mixed M w/ Chopped Fiberglass Reinf. & Acryl 60 1n „ S-4" 5 2„ 2 11, 6" 1'-4" 6" " 8 0 6" Stone Veneer — Stone Edge Flue I Tapered to 4" Thick \\\N #5 Rebar. Cont. Top —Vertical 10"o °O 0O�00 0O Flue ;1, 1 >00 L.C.C. Through Pan �\ Flashing — Step Per >00 Roof Line B 10 0 1 Flue \ Ext. line of CMU from chimney below 6" Stone V"" — — — L — — — — — — �3/4 n: Socond Floor1'-0" I C Mantel and trim. Woodwork or other combustible Wood mantel by Owner 4—8 materials shall not be place within 6 inches (152mm) of a fireplace opening. Combustible material within 12 2'-6" 2'-2" inches (305mm) of the fireplace opening shall not project more than 1/8 inch (3.2mm) for each L.C.C. Through Pan 8"0 Boiler Flue 1—inch (25.4mm) distance from such opening Flashing Ste Per Flagstone Hearth Set 9 — P C1 Flush w/ Wood Floor Roof Line A301 Exterior Line of CMU Bedroom2 above 8"0Boj - - - - - - - - - - - 204 lue 3/4" Stone Facing. o, z C �84- 1x4x8 Firebrick, 4) Herringbone Pattern X on Wall, Runing -0 �' � D Bond on Floor. 1" LZ — a C-, Edge Showing = '] 110"0 Flu e X 00 COO 1 301 \ above CO N 1 I'-10" 6" = z x 1 0 Flue Blue Flame "model ve T log—lighter. ° Install Gas Line. 3 �b- ~ i from propane tank :: `o _ 5'-4" 3 4" Stone Fccing. 00 - z Gas Shut—off Valve — `V "Dante" @ 8" A.F.F. icv N 2' ° a ° � ° '9j ?373� x Of N Combustrion Air Intake — Bernard Dalsing Model V364 Pipe Down to Crawl Space. 3" 0 Combustion Air Inlet Copyriight©Thompson Raissis Architects,LLC ALL RIGHTS RESERVED — Fabricated Stl. Damper. #5 ® 6" o.c. each way top & Drawing Issue �jq�:�i�xst Floor 6" CMU. Full Grouted—T bOtt. No. DatteY yPBy I #5 Rebar. Cont. I 1 iolmvo6 Issue for Permit/Construction JAT —Vertical I2 snt, Issue for Permit/Construction JAT J 1ON 10% 1 o Flu le Flue i F Study 1 I Living 104 1 1 105 Drawing Revisions Smoke Chamber 1 I No. Datce By — — — Damper 1 — — — I Smoke � �— Smoke I �hamber (. Chamb 0 00 U C 1 z CMU Fill I x o0 oO I 1x4x8 Firebrick, Herringbone pattern on wall, runing bond 00 i on floor. o, G o c THOMPSON I RAISSIS I ARCHITECT o 0� S, LLC 0 F1 o I ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 t� " of A301 T 203.399.0100 1 F 203.399.0101 1'-0" 3'-8„ 1,_On ao 1 —8 1 1 1 —10 6 M N VanHengel RESIDENCE Block 8, Lot 3 ° -� — — —�- --'�' J- — —'—�- -a' — i U Fishers Island, NY ° a ° 10 Composite Conc. Slob, ° ° ° #5 2 6" o.c. ea. way Basement of y Chimney H � #5 Vertical dowel typ. I CMU fill � I Hl H A301 4' 8" CM Mas JNI as noted A Hl Plan: Fmundation H4 Chimne : Sections Q 0625 10/26/06 301 Q 1 2 3 4 S 6 7 8 9 10 r — —— — —— — — — — 4x4 P.T. W/ Simpson A544 ha/____ ___________ice I Column Cap Typ. t.OIU= l-)10-1/4" NOTE r PROVIDE SIMPSON H2 5 HURRICANE I D8 I I Drill t Dowel footin to TIES 0 ALL RAFTER BEAR LOCATIONS HSS TUBE COL. ABOVE W/ 3P4 , I I wall w/ o e R otinbarg AS TENSION HOLD DOWN TO WALL BASE PLATE W/ 4-3/4"DIAM.I A100 yp' TOP PATES A A301ANCHOR BOLTS 12" MINI i I Sim. I i I T.OJW- (-)3-3/4" EMBE I I I IL T.O.S- (-X-3-5/8" 6X6 WOOD F.T. POST -- -- - - -- ---- � lie —— — — — — — - -- -- -- - ABOVE W/ SIMI-SON A566 All I I POST BASE SHEAR WALL(TYP.) t.O�IJ= (-)8'-4-1/2'1 2x6 OR 2x4 0 1&" W/ 1/21, PLYWOOD - - -- - - -- - - -- -- ------ -- - — I SHEATHING ON ONE SIDE. FASTEN W/ t-trt�—i—I—I r ' i L— — — ———— —— Z 8d COMMON 4" O/C PANEL EDGES. — — — — (2) 2x4 POST ABOVE ' ' ' 1 — ——— T ——— \�Bott Weld L \ 1'-8" 9" O/C PANEL FIELD PROVIDE t-t tt i i I DOUBLE PLATE ON TOP t BOTTOM r— ( g --I---- I r— — — —— --I t.O.W- l-)10-1/4'1 �Z 2 1 -7 2 WALL —— — — each way bolts 1 — I I " 2 -6 x -6 Footing w I I I I I r, I I I I 1 \�-12� 1/2 x 6-3/4 W Plate welded 1 1/4 FABRICATE SADDLE I 1 I I I \ \Z 14 5 to clipped flange - �I� u I f I I I I I I Lp t I I I I I I I H5 `�' I I -,, I I BRAKET WELDED TO BEAM I I 1/2" Stiffner plate each side I L I I I ,-'r I S100 X I (2) 3/4" DIAM. THRU BOLTS 1 1 of web W1434 Steel Beam \ — , r r I I I I I I I I " " HSS 5X5X5/16 COL. BEL W I I I I 1 1 \� I HSS TUBE COL. ABOVE I D8 9 92 3/4" BASE PLATE W/ I I o ---=-1 - -- 1�3/4" THICK BASE PLATE UJ/ - --1 I 1 (2) 1-3/4" x 11-1/8" LVL I 4-3/4" 7 ANCHOR BOLTS I I I A100 0` — — — — ao B I II t t 1 _ �" EMBED I I Sim. ut4-3/4 DIAM. A301 ANCJCR- ——-y 777--- — L J I ��N tttBOLTS 9" MIN. EMBED ttt}J t } I i 1 Custom boxed steel beam w/ III t 4" La Ily Column w/ J I I 1 1 2" thick _ , 1 - x 4'-0" x 1211 w/ 4- 4 V-6114'-6" x 12" Ftg. /I L.-O" M 1 -- tttEACH WAY 0 BOTTOM TYP. I — 1 _1 _ ttt ttt r t r I L W1422 Steel Beam x t x 1 1 1 11131-011 X 3'-0111211 FTG W/ 3-04 III= IIn111'd I 'd 1/4 FABRICATE SEEL BRAKES I(2) 11-'1/8"' PRO 360 L— — tt ACH WAY BOTTOM-TYP. ttt m ;� 2-3/411 DIAM. A301 THRU BOLT 1 == == J- r == == t �I Li t 3MIN. PER BEAM DIAM. LALLY COLUMN STEEL 0)LL RACKET. 2-3/4" DIAM. A301 n 11-�/8" tJl 36mmTHRU BOLT MIN. PER BEA tt '� iro O.G.�'I - -- -- -- - -U t -- -- -- -- 4'-0"x4'-0"xl2" w/ 4-04 EACH 11- ,RO I I II T'3T4'r X T4'r-L9Cl ow -- -- -- -- -- -- WAY 0 BOTTOM TYP. _ 136o e�lbrll O.C. ,� i I I I Ilt �-———-t O L -� MIN. TYP. 4 SIDES - I Q HSS 5x5x5/I6 tube Down C I m 1 1 O �t w 1 ttt m 1 i Steel Beam Detail @ Kitchen Area 0 � BASE PLATE 3/4" W/ 4-3/4" I C7 ii�2) 1-3/4" x 11-'1/8" LVI. I Iu DIAM. A301 ANCHOR BOLTS 9" I I 1"= 1'-0" (2) I1-�/8" PRO 36m - -- _ _ 12" O/C EACH WAY t H1 ct) MIN. EMBED OtTOM OF FOOTING t S100 N BEAM POCKET W/ 3/411 BEARING 1 'RO n12" x 24" FTG W/ 2S CONT. NF-- P3/4 PLATE , 2-3/4" DIAM. s, C I r I ANCHOR BOLTS 9" EMBED 1 L6>0-16 O_ OVIDE 205 C04T TOP OF 1 t H8 ALL �t T.Or8- l-)1'-3-5/8" r - - -- - - - - BED - ----� _ I ttt x4 shear keg * wall ft A100 1 L - - -- - ----- -- -- I 1112 y 9• T.OJW= (- -3/411 I --- --- ———— — - - — L- - nterface - ---- -- - - - - ---L-- — ----- - -J r.O.W= (-)11-1/4" 1 i I L- ,' "- -- - - - - - --- - - -- -- -- - - - - -- - -- - - - - h — —— — — — J HSS TUBE COLUMN ABOVE 1 I 3/4" BASE PLATE W/ I I I 4-3/411 ANCHOR BOLTS S" 1 I I EMBED TYP. R1 I I I I TD.Wz (-Al-1/4"1 I �`� REb4q�C'y � s yL-- ---- -- ----- — ——— — —— ———— —— -- -- - - --� 1 �`1 -- '� -- I --------------------------- ` --------- 1 I 1 L 1 i Y i----------------r ----- r--- y -- / E D8 df 9jF��3731.% E1 Structural Plan : First Floor Fran,n °F A100 3/4" Wd Fin. FI ii I i! 3/4" Wd Fin. FI Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED 3/4 Sub FI I I II 3/4" Sub FI !Steel �.St �I I Steel Steel Drawing Issue i i 11 I I ii Column 2x6 Wood Nailer i Column No. Date By Column2x6 Wood Nailer I Co mn - — — — — — — — — — — — — — -�N r�N — — — — — — — 1 oa6m Issue for Permit/Construction JAT __-L-------- - _ - _ ___ _ _ === �LJ 1 1 ►_ �L =—==____ _ — ----- ----------- 11-7/8" PRO 360 016" O.C. W14x22 steel beam 5/8"x5"x12" Plate ! ,;,� ,;,� ! 5/8"x5"x12" Plate ! 2 sniro6 Issue for Permit/Construction JAT W14x22 steel beam 11-7/8 PRO 360 @16 O.C. w/ (4)-3/4" bolts i i 1 I w/ (4)-3/4" bolts ; ;- 1 1/4" Plate Stiff + 5/16" Plate II I I 5/16" Plate + 1/4" Plate Stif j II I I I i I II I F i Erection Bolt i I I I II Erection Bolt i II j HSS 4x4xl/4" ! II ! HSS 4x4x1/4" Slot Tube Typ. II ( II j Slot Tube Typ. j II HSS 3x3xl/4" II i j HSS 3x3x1/4" Drawing Revisions i II i I I No. Date By HSS 4x4x1/4" jl I I I I ! HSS 440/4" ! I I I 1 zntro6 General notes/Framing Detail Revised JAT i i I I II i i I I i 21„ �1� II i i II �1. 112 II I II I I II i i II I I II I i 5 I 3 i 4'-5$ i l I l 4'-34" II j I II � I II i II I 71„ 1521 4 " " 16 " 7'-1(04'-10 " II G i II I I II i i II I i j II I I I 1 THOM PSON I RAISSIS I ARCHITECTS, LLC I I I I I j j II ONE DOCK STREET I SUITE 300 I STAMFORD CT 06902 I ! I I I I T 203.399.0100 1 F 203.399.0101 I I ^I� II Slot Tube Typ. Slot Tube Typ.+ Slot Tube iI I I BEARING Slot Tube Typ OPENING WIDTH LINTEL SIZEyP• EACH END5 16" Plate Bears on concrete /16" Plte VanHengel RESIDENCE foundation (Beyond) i I " I I 3'-6" OR LESS 2 - 2X8 1 1/21, � Block 8, Lot 3, Fishers Island �� ! 5/16 Plate ' II _ 5/16 Plate — _ _ _ _ - - - _ _ _ _ 1i-j T.O. 1st Flr- Sub. fir T.O. 1stFlr- Sub. flr I L,I ! _ _ _ _ _ _ __ _ _ _ _ _ _ _ _I l� I =_ - _ _ - _ OVER I I/2" U Southold NY — - - - - - - - - - - - - - - - - - - - 1 1 ; t0'-0" �� r t0'-0" i — =- - _ _ _ _ - tHRU5'-6" 2 - 2X10 , (3) 1-3/4" x 11-7/8" i i F- - - - R t i - � T.O.Stem Wall T.O.Stem Wall ! - W12x26 STEEL BEAM �� °� I I W12x26 SiTEEL BEAM OVERTHRU -5'46" 2-13/4"X9 1/4" LVL (Flush) ° I7 I T.O.Shelf T.O.Shelf - - - - - - - MICROLLAM LVL 3 - - - -- - - - - - - - - - - - - - - - - - - Structural Plans H II ' — I - - " OVER 'i'-611 2_13i411X11 -1/8" .2- I = (3) 1-3/4" x 14" LVL(Low) �5-} �'>r�* I I THRU V-6" MICROLLAM LVL 311 First Floor Framing I OVER 9'-6" 3-P/411X14" 11 4 1/2 HSS 5x5x1/4" I ! THRU 12'-6" MICROLLAM LVL a J1MIM 1/4" S H1 Chevron Brace Detail Kitchen Area H5 Chevron Brace Detail Bath Area -0" 0 0625 10/26/06 COO 100 a ca 1 Z 3 4 5 6 7 8 9 10 NOTE PROVIDE SIMPSON 1-12.5 HURRICANE TIES 0 ALL RAFTER BEAR LOCATIONS AS TENSION HOLD DOWN TO WALL TOP PATES A SHEAR WALL(TYP.) : 2x6 OR 2x4 0 16" W/ 1/2" PLYWOOD SHEATHING ON ONE SIDE. FASTEN W/ 8d COMMON 0 4" O/C PANEL EDGES. S" O/C PANEL FIELD PROVIDE I W DOUBLE PLATE ON TOP t BOTTOM (4) 2x4 STUDS BELOW, INSTALL I 2x6 Stair landing platform SIMPSON HTS20 STRAP EACH I I framing below SIDE OF LVL I Shear Wall SIMPSON STHD HOLD DOWN I �' ALIGN W/ ONE FROM ABOVE SIMPSON STHD HOLD DOWN SIMPSON STHD HOLD DOWN TYP. a EACH END (3) 2x6 Studs TYP. 0 EACH END ' HSS 4x4x1/4 Shear Wall I l2) 1- 4" x 6X6 P.T.Wood post w/ B III x6 6" o , , I �� Ll/L Simpson offset post cap II LU fe- VUL:eel I I HSS 5X5X5/l6 fu 1 III -- �'� -4 1 SIMPSON 1-1153B6/14 TOP ll - I I r ,\ � '- �ll MOMENT CONX Q FLANGE HANGER , > msinilI ll (3) 2x 6 Studs down to 01 I 2j�I- 1SIMPSON MSTC4853 � Ir VL � x beam STRAP FROM DOWN TO ---- POST FOR UP-LIFT M II -- m (3) 2x6 StudsN c - 1 1 !IIIU ill -SON STHD HOLD DOWN `" ` (3) 2X4 STUDS EACH SHEAR WALL ---- C14 3-1r2" 14"LVL BEAM (FLUSH) ------ .. BEARING WALL : I 1 Ii 2x4 a 16" o%/ i I i I C Shear Wa l I ____ 11 I III III LUT3512 FACE MOUNT I -------- - ----- PROVIDE HORIZ II III III i i HANGER I BLOCKING tv 48" I I O/C VERT. ll 111 111 I I 5-1/4x5-1/4 PSL P06 i ------- I1-1/8" TJI 360 _1 W/ SIMPSON BC46 I I 016" O.G. II m nl u1 COLUMN CAP ; AI SS 9x5x5/16 (Beam to run (2) 11-1/6" TJI-360 __ _______ I P_O__S_T A_B__O_V_E _ _ HGUS410 HANGER continuous over column) L III v� I 1 I I 2x6 0 16" o% bear knee nl I ul , 10 POST ABOVE I I - 10 tt1 Iu Q CCI I , I = K11 wall above Steel beam to � _ 1'Q v i i r_ xi support 2nd floor 11-11/8" TJI 360 ll I 1 -� 616" O.C. r- nl 1 - -� - - I ��— - - 1u�-i - It-�(� - - - -1 (3) I-3/4�� iX 4�� LVL I - �I O O - — III �A Q I ail III III i i := Q i� 1 00 Ir Ill 111 ll) I I Irl= HSS 4x4xl/4 I NDER WZ _ e I -' :' --------- (3) 2x6 Studs down to SO Iu I I -- ,` „ ° I i beam (2) it-1/8" TJI-360 ---- ---------------- 11------r ul------- I ------ ------------------- ---------------------------- fi------�— --------'--1 ----- ------------------- I I D __ ( I Ix ll l�l Ill I I I 'E Clt beam to flange it-'i/8" tJi 360 �11 I�r'h' N �n III ; �.� to clear roof slo e III I III 1 1 I >Q i i i Bear wl4x34 on w14x22 5+16 O.C. d`� I I I See C5/S100 for more 1 I I I 1 � � 14x22 I d I I I cV C details cm 0 �II III III II I .a > Shear Wa II III III III i Shear Wail ' (3)1 4' 18"LVL Header Moment Conx HSS 5x5x5/16 I SIMPSON STHD HOLD DOWN EAC i SIMPSON CS16 COIL STRAP FROM END OF SHEAR WALL I III q FR t 1 1 18" LVL HEADER-LAP 14" MIN. i~ � Joist Hanger I I Ili i DOWN STUDS-TYP. EACH END CVY (3) 2X6 STUDS GOWN (3) 2X6 STUDS DOWN 1 III �,� I I III I (4) 2X6 UNDER LVL ` HOLD DOWN LOCATION ABOVE. DRIL III 1izi 4)V> 0 I I I III I i DOWN TO HEADER �� off^"^_ VERT. THRU LVL 4 FASTEN W/ 1/4"x3�x3"1 "-' I I E PLATE UNDER BOTTOM OF LVL. ROP 1 ll1 -, ( I - ll T 1 LVL 3/4 MAX AS REQUIRED ,� � I I I SIMPSON HT620 STRAP. q 23731• p 1 11111 B11 I j11j1 ONE EACH SIDE DN TO F�F NEVI y �III� STUD I hill r J lllll I IIII1 xC14 I —Qx l �J 1IIII 1 ry ( 1"12B Clips Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED I I (3)1-3/4"x 9-1/2"LVL Header Drawing Issue ------------ ------ — — =_ No. Date By I 1 I 1 on6 Issue for Permit/Construction JAT ------- ----------------------------------------------------------- —————————————————J 2 2nvo6 Issue for Permit/Construction JAT F 0 Z y � ✓rye w 2 a Structural Plan : Second Floor Franlin C" Drawing Revisions F3 No. Date By 1 2niio6 General notes/Framing Detail Revised JAT G THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 T 203.399.0100 1 F 203,399.0101 VanHengel RESIDENCE Block 8, Lot 3, Fishers Island U Southold, NY Structural Plans H P Second Floor Framing JM 2 1/4" S U A � a 0625 10/26/06 101 1 2 3 4 5 6 7 8 9 10 NOTE PROVIDE SIMPSON H2B HURRICANE (3)2X6 MIN TIES m ALL RAFTER BEAR LOCATIONS Shear Wall AT EACH PHD AS TENSION HOLD DOWN TO WALL HOLDDOWN - TOP PATES SIMPSON PHD2 HOLD TJI Blocking between SIMPSON PHD2 HOLD REFER TO TYPICAL A DOWN EACH END OF ,joists for attachment DOWN EACH END OF CORNER DETAIL SHEAR WALL (TY1P.) of shear wall SHEAR WALL (TYP.) SHEAR WALL(TYP.) IF li 11 BTM PLATE 2x6 OR 2x4 a 16" W/ 1n" PLYWOOD RAFTER OR TRUSS ALL EXTERIOR SHEATHING ON ONE SIDE. FASTEN W/ 00 GARAGE WALLS Sd COMMON a+ 4" O/C PANEL EDGES. III I i S" O/C PANEL FIELD PROVIDE I ' ' DOUBLE PLATE ON TOP t BOTTOM 1 I -------------------------------, DOUBLE ;: : " DIAMETER A36 WALL III I I I TOP PLATE ,� I III i i THREADED ROD. DRILL N III _ --- I__ ; AND EPDXY WITH HiLTI o o H2 HURRICANE HIT HY-150. 12" EMBED III _� ll1 i 00 CLIP " INTO CONCRETE CD U � U� I 11l I oI- w dill, HURRICANE CLIPS HSS 5x5x5/1 MAY BE INSTALLED ' � SIMPSON STHD I I ON INSIDE OR ' ' Ill --- 9 III 0 III o OUTSIDE OF WALL. SIMPSON PHD2 HOLD d' XIS III X Ul � N ,- o B DOWN WELD ANCHOR BOL cvlU III 010 III 01 \ i MOMENT CON STEEL BEAM BELOW ill iACN_END I _ _ �E�ER "' ____0�_9_ SIMPSON H2 . 5 HURRICANE CLIP SIMPSON STHD HOLDDOW N `(3) 1-3/4" x 9-1/4" ILV' I r--'x h ' � I NIU I o� I HEADER SIN / / I •� - (SE PLAN) - ` <�% 4ii -t- -* SIN o 61"PSON CS16 COIL STRAP o - 1'-6" LONG CENTERED T (TYPICAL 0 CORNERS) i I i J i NUMBER OF KING AND JACK STUDS 01J IIII � I I v 01— NIu III 411 I I I XILU SHALL BE PER TABLES 322F END (3) 2x10 Header L----I-J `�' U AND 322C OF THE WOOD FRAMED LENGTH I -__-- I I o I 2X BLOCKING OPENING CONSTRUCTION MANUAL (WFCM) TYPICAL (SEE ARCH. 2001 EDITION. CUT FOR SIZE) LENGTH I O I , ----------- ---- ,' _ I I BTM STRAPS NOT C REQUIRED AT DOOR I� I 0111 I I --- OPENINGS - III I ¢ HSS 5x5x5 6 CLEAR o al o— 1 i SPAN - i �11W SIMPSON PHD2 HOLD I i = SIMPSON PHD2 HOLD DOWN WELD ; OPENING IN EXTERIOR WALL DETAIL Oil DOWN EACH END OF I 0IJ , o ANCHOR NOTCH TO STEEL BEAM � s ,_ „ liu Ll ul I SHEAR WALL (TYP.) w I i SCALE:�s 1 0 x x TOP FLANGE ADJUST HOLD DOWN �' U 'III LOCATION TO CLEAR SIMPSON L830 --------------- I ----°I W,4�-�. BE�-OW-------- CLIP AT EACH --- --------------------------------------- RAFTER (TYP.) .. L ------ REFER TO ARCH END FOR RIDGE VENT LENGTH REFER TO PLANS FOR ROOF RAFTER TJI Blocking between V - SIZE PROVIDE MINIMUM 1 ,joists for attacment END DISTANCE • of shear wall REFFER TO PLANS FOR • D ROOF SHEATHING EQUAL NUMBER OF • SPECIFIED NAILS IN • EACH END SIMPSON STRONG—TIE CS16 Structural Plan : Attic Floor Framingr�-- __ __—� , sT p son CCQ c p Wood pBTyp. D1 1/41'= 1'-0" 2 2x (2) 1-3/4" x 9-1/2" LVL SIMPSON CS 16 COIL STRAP I- NI 1-" oc. 0 1 " O. .I ll9) Ill lim ill,-' w/ H25 Hurricane -typ. STRUCTURAL RIDGE x - I PER PLAN ,.-- - ---------------------- ----r-J ;Ii -------------- 1 --iIIiIIrIII I ---- ---IIIIII 1I Ii r- -----� TYPICAL L RIDGE CONNECTION DETAIL -- -------- --- SCALE: si4" 1 -0---- ---------------- -------------iI-- ----------- ---- E III III I 9T 731 �o � nl I nl i F taE o' JIII o' Fasten rafter to ceiling �I inin COI i Joist w/ 3-10d common I PLYWOOD EXTERIOR SHEATHING, gi Q Q) 0 V Q gi I r SEE PLANS. Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED • j0 i 01 st I I 01 i -- -----J Drawing Issue cX c nILSSO angle NI mm ; i TYPICAL 2x STUD — IIii'yp, ^Ill I 0 No. Date BY I I III I I I CREATE SOLID CORNER 1 on& Issue for Permit/Construction JAT %01 I WITH 2x STUDS I I I US 410 Typ. III 4X4 Post Typ I -------- JAT �� III � I I 2 2/21ro6 Issue for Permit/Construction K2 - 9_ __ _- I I I FASTEN CORNER STUDS 2x6 collar tie a 32'I - ---------- I NI I I od oz. under rid 2x6 Collar tie ui 2 I I TOGETHER WITH T all I I I I 2x4 �16" oz. I i �� i COMMON NAILS At 8" O.C. g nl �n n� Ill knee wall below I III nl l o.c. under ridge I VERTICALLY. P 2�1� d _ __ 2x12 RTdflrN on- ruc ura on- ruc ura on- ructura SIMPSON STHD HOLD DOWN. TYPICAL WALL TOP I I lu nl I I I REFER TO PLAN FOR PLATES OR SILL PLATE ill I LOCATIONS 111 �II II� III -10d Typ. I te By lik- yp•2) I-3/4" x 9-1/4"I 3-10d T - 1 I Drawing Revisions ll III(2) 1-3/4" x 9 /4" III Header to v�aim General notes/Framing Detail Revised JAT a III I II VL Header �2x4 e16" oz ( 9 O I �' S angSO le I '�t knee wall below I 41 I I TYPICAL. CORNER DETAIL lUl J VI UI II O = II 0 m III 0 H2B Hurricane tie SCALE: " ■ 1'-0" O 11 III yp• III I n �41 III �4I m �oI Typ• ---------------------- ' 01 - 0l a 0l IIII X III X III j I IIII M III 12 - III I N107I X I I I I - III I � III I 107 CS I � III III III �/ i 111 ll elling Joists d Rafter to I oili I III I III I THIOMPSON I RAISSIS I ARCHITECTS LLC I _____ _____ ;__ ----------------------------- Typ.) - L - 25 Hurricane tie I I i ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 ilI( III l III I r, �IIIIII II II II III ------------ , T 203.399.0100 1 F 203.399.0101 Ull------------- -- --------------UI----------- --------��---------------- - J VanHengel RESIDENCE Block 8, Lot 3, Fishers Island = U Southold, NY ti fd w oy o Structural Plans H Structural Plan : F Attic & Roof Framing JM M 1/4" S' Gl v' •0 0625 2 10/26/06 102 P. I Ca 1 2 3 4 5 6, 7 8 9 10 Slab On Fill I I ELECTRICAL NOTES EI-ECTRICAL LEGEND 1 1 I 1. Electrical Contractor shall obtain all inspections and approvals 13. Distribution shall be circuit breaker type. & 220Receptacle 1 1 I required by local, state and national codes and shall be responsible @__ Duplex Outlet — — — that all electrical work called for on drawings is code compliant. 14. Dedicated circuits shall be provided for high draw equipment r - - - - - - - - - - � - - - - - - - � - - - - - - - - - - - - � and appliances. � Duplex,Half Switch A 2. All electrical layouts are schematic. Exact location to be Oo Floor Receptacle _ t rt —I— — — — reviewed & approved on site by Owner, prior to Electrician's wiring 15. All electrical receptacles shall be Decora 5325, duplex type, GFI J. - - - - - - - - - - - - - - - - - - _ — �\_ J �I I I 0 1st fL — — — — — — — — — — — _ — installation. 15 amp min., color White, U.O.N. Wall plates shall be "screwless, GFI Receptacle - - - - - - J � — I I I I I I I I � - - - - � r I snap-on type". �A Appliance receptacle ' — — I i 3. All security, telephone, and audio-visual device locations are to — — — — — — — — __- -__ ,, -- -- I I I I be approved by Owner prior to setting boxes & pulling wire. By LV 16. All lighting control toggle switches shall be quiet type, Decora Quad Recept. �- - - r- - - - - - - - Sub. 5601 series, color White, U.O.N. Dimmer switches shall be Decors e- Single Recept. X 10601-P(60OW) or 11001-P(1000W) series as load requires. wP L — I 1 4. All electrical devices & fixtures shall be coordinated w/ Interior Provide dimmer switch at locations indicated- Review locations prior � Waterproof Recept. '�L 'r I X I I Drawings. Contractor shall notify Architect of any discrepancies. to rough-in. AC II I I 1 1 Interior elevation drawings shall supercede electrical plans relative to � Above Counter Recept. placement of all devices & fixtures. 17. Smoke & heat detecting alarm devices shall be single-station I I I I I 1 9 g $ Switch-Single Pole type, either photo-electric or ionization, & shall be hard-wired to - I - --E 3- - I - I- - - - 1 1 5. New 400AMP underground service shall be installed in a power circuit with no intervening switch. Security vendor shall $3 Switch-3 way 1 t I I 48' I 1 conformance with local code. Service size & equipment supply & install all secuHt and fire detection related wire & II �" L - - - J L - - - J L J I requirements shall be coordinated by elec. contractor w/ local equipment. y $4 Switch 4 way To Light above I II I I / X I I utility company. $p Switch-Dimmer 18. The following mounting height guidelines apply unless otherwise B I I I 6. Owner shall supply decorative light fixtures & Contractor shall $Lv Switch-Low Voltage-Momentary Contact II I � � 1 ppy 9 noted (U.O.N.). Note that numbers given are in inches above 1 48" i I- — — — install them, unless otherwise noted (U.O.N.). finish floor (A.F.F.) to centerline of cover plate: $T Switch-Timer II I I Basement I — II i I I B01 I 7. Electrical Contractor shall do all necessary power & control $wP Switch-Waterproof I ry p •Line Voltage Switches: 48", 6" Horizontal from back of II I I X X I i �. — — — — wiring and connections for all mechanical equipment. Controls adjacent casing to centerline of coverplate, Typical $J Switch-Jamb L — _ supplied by others. Coordinate required services with Mechanical •Outlets: Baseboard, Horizontal in center of flat portion. Contractor. " Switch-Variable Speed Fan Control � I •Clock Outlets: 72 $FAN � \ 1 1 i \\ i I •Above Counter Outlets: 42" ® DoorBell/Intercom 8. Thermostats to be supplied & installed by HVAC Contractor. „ -Sconces: 66 H (2)-4 Pair CAT 5 E-Home Run To All Locations 9. Electrical Contractor shall install all telephone, data and TV •Telephone Jack ® Wall: 66" wiring and back boxes w/ plaster rings. System Vendors or Low •Thermostats: 54 " ® Phone Jack-Floor II I I I I I I X I I Voltage System Consultant shall supply & install communication & •Music Controls: 54 HE (2)4 Pair CAT.5E,2 RG-6.Home Run Cables to All Location L — — — J / L — \ — J I I information devices. Wire all telephone and N data ports with Structured Cable comprising (2) 4-pair twisted, category 5, E and 19. Numbers beside other devices indicate nonstandard mounting OJ Junction Box-Round I I one 2 RJ-6 coaxial cable. Homerun all wihn points to central heights in inches A.F.F. to centerline of coverplate. ,�—--�, / 1 g p Q Junction Box-Square !) �_i - � I patch panels, located in basement. 1 I 20. All bathroom exhaust fans shall be remote located. QT Thermostat 1 I I 10. Electrical Contractor shall supply and install (2) 2-1/2" PVC (Greenheck, Fantech or equal). Q Clock Outlet Mech. Rm conduit with draglines from basement to attic. These conduits are I I Bog � - - � I X X I spares and not to be used for initial cables. --� Ceiling Fixture-Surface or Suspended 0I I 1 I 1 1 11. Electrical Contractor shall supply and install all line voltage Q Recessed Downlight I � — — — — — — — — — — — — I � J devices (switches, outlets, phone jacks, etc). ® Recessed Wall Light I I _ _ _ _ _ _ _ _ _ — — J 12. High voltage wiring shall be copper "Romex" cable, unless E-� Adjustable/Directional Light L - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I otherwise noted. Size per code. �\- Wall Mount-Surface Fixture Flourescent Fixture — — — — — — — — — — — — — — — - - - - - - - - - - -"l \ - — — — — — — — — J - r-� "— — — — — — — — h� 0 Step Light I I \ li I — — — — — — — ( I 110v Plug Mold Strip � II I I ® . I ; II Electrical Panel 1 I I To Ext. Flood 1 I i 1 o Incandescant Strip Light-Under Cabinet or Feature Light Light Porch Exterior flood li t-Number of lams as shown D Electrical Plan : Basement I � Exhaust Fan-Remote Location p D 1 4"=F-O"1,/ � B.O. I Motion Sensor FIRE(SF)PROTECTION LEGEND � d ;To Basement 0 Smoke Detector I I I I I I \ I EF , - I ----- -t-- i ' _ Pwdr O Heat Detector I - ___ _�___ _ ELECTRICAL FIXTURE SCHEDULE Carbon Monoxide Detector %\ 109 ° RLD p B4O,-A gp I I P Type Fixture Manufact. Model Aperture Finish Lam Watt Remarks Rev. P Propane Detector (4 7RC -69L - 0. --_ O I I r p/ rr Guest Bath/CL. Gues Broom Stai all I A Recessed Lightolier 2002 P1 & 2013 CD 3-3/4 White Par 20/50W 103 102 101 I I I _ 4 B Recessed Lightolier 2000 AIC & 2013 CD 3-3 4" White Par 20 50W t ' I Mudroom Porch g / „ / Q sr:'..... -- --- r 108 C Recessed Lightolier 2000 PI & 2029 CD 3-3/4 White Par 20/50W Adjustable w '' ; z -- > E I I I 0. _ D Recessed Lightolier 2000 AIC & 2029 CD 3-3/4" White Par 20/50W Adjustable �, To Basement Floods ® E Recessed Lightolier 2000 LV & 2013 CD 3-3/4" White MR-16 50W Adjustable q p?373�.1 4 I I _____ D _-'� i �` ',' Garage F Recessed Lightolier 1002 P1 & 1013 CD 5 White Par 30/75W FOF NF-\q \ ____ G Recessed Lightolier 1000 AICM & 1013 CD 5 White Par 30/75W ----- - -- - --------------------- - - -----��---- i -------------------------- H Recessed Lightolier 1104 ICX & 1154 CD 6-3/4" White PAR 30/75W Shallow slope clg-(14'-30')/ Sto steep slope clg (3 '-45') " ` _ I " Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED ----_- D---- 24------------- C I i _ ,�\ 30 110 + I Recessed Lightolier 1100 IC & 1128 6-3/4" White Al9/60W Wet Location - White diffuser I \� I I B Drawing Issue _ I f. / \ I I J Recessed Lightolier 2026WH & 2000LVNT 3-3/4" White MR-16/50W Wet Location No.. Date By " i I g I I 0 - / 0 \ A _ _ _____ K Recessed Lucifer DL2RW / DHT/ZF 1-3/4" White MR16/ 50W Adjustable - Integral Transformer C AC 24 i I t I I L Wall Wash Iris 3/MR LWW/C 3-1/2" White MR16/ 50W Electra magnetic transformer - Confirm dimmer 1 �on� Issue for Permit/Construction JAT 36" compatibility 2 tarzu Issue for Permit/Construction � � I C I I I I ' � � I JAT / I I 1 I 1 „ \ - - --- - / I , I M Accent Iris 3/MR AA/C 3-1/2 White MR16/ 50W Adjustable - Electra-magnetic transformer. \ - --i -f----- ------- _ _ _ Confirm dimmer compatibility --------------- ------- i� Kitchen i N Step Light Hadco RSC2HK51E 3X9 Bronze T10/ 40W Exterior - Incandescent I H H ' i / / \\ / i 1 10-\ 7 �)i 0 Step Light Cole T150H - Alm 2x4 Prime for C7/ 7W Interior - Primed face plate for paint finish Livin IZT11 i i Dinin i i O O paint F I Study t 1 _ \ _ 1Q5 _ _� _ _ / _ _ _ r� _ 106 _ _ _ ;_ I _ _ 0_ _ — P Undercabinet Alkco Halogen 120 - White 120V/25W Length & quantity- VIF; I 104 0. I I I I \\ I I I_I I __-_ ---_*_i _____`r I \\ Q Light Strip Juno "Trac-12" - TL101 - White Xenon E.C. to verify req'd lengths, quantities & fascia Drawing Revisions 12V/ 3W from interior/millwork dwgs; Transformer shall be: B . . ------- - - -- --------- - ------ -- --------- - __ i T3-1/4 Wedg Multi-volt "Pow supply cent by Q-tron By -- -- - -- i I Multi vo "Power center", No ate _ ------ I --------- ------------ -------- --------- ---- I I B i B Base r-NB - size as req'd; Bulb spac'g 3" tyP. UON \\ -r _ r R Track Light Juno "Trac-12" - TL110 - Black MR11 W g / 20 Halogen spotlights. Track length & fixture count to be confirmed for each location. Transformer / / I •\ I I . I I I " i I I shall be multi-volt Power Supply Center", by / B kB I Q-Tran. IV 1, I S Flourescent Lithonia SB-2-40-120-ES - - T12/ 40W 2 Lamps per Fixture _ I W.P. T Flourescent Lithonia SB-4-40-120-ES - White T12/ 40W 4 Lamps per Fixture - ; I ,Q U Ceiling Surface Quoizel ML 183 Series 13" - 120W Finish - Match room hardware V Flourescent Alkco Little Inch HP 100/200 - White T5 Flour Confirm length ® ea. location Ext. Floods Closet E i W.P. LTo Ext. Floo \`� W.P. W Ext. Flood RAB Q1W - - 150W Quartz Confirm single or double headed ® ea. location Light i i '� X Utility Incandsc. - - - - A19/75W Porcelain keyless w/ globe & cage THOMPSON I RAISSIS I ARCHITECTS LLC I I I I I I Y Display Lucifer "Puklight" 2-1/4" Varies MR16/60W See millwork detail for trim; Finish to be R\, Terrace I i determined at later date. Transformer shall be ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 \ \ multi-volt " Power Supply Center", by Q-Tran. T 203.399.0100 1 F 203.399.0101 I i Z Heat Lamp Broon 161 - - R40/ 250W I I I I I I AA Semi-recessed Bega 2022 6-3/4" SS 50W GY 6.35 12V ' BB Accent Eurofase R016 & GU14 2-5/8" White MR16/ 50W Adjustable, Low Voltage I I I I I I CC Recess Wall Lucifer DHX & DL13W 3-1/4" White MR16/ 50W Wall Recess Housing VanHengel RESIDENCE DO Recess Lucifer DHM & DL4X 3" White MR16/ 50W Shallow Ceiling Recess c � Block 8, Lot 3, Fishers Island FF Strip Light Alko Slique White T2 Flurescent Vertical Display Light - Line Voltage. U Length & quantity- VIF Southold, NY GG Rec Flourescent Lithonia SP8 1'x4' - White T8/ 32W 2 Lamps per Fixture HH Cove Li ht Elli ti ar 1301 - Alumn. T-6 1/2 Confirm Length ® Location I d BO Decorative - - - - - Supplied by Owner - See schedule Electrical Plan --- - -- -------------------------------- ------------ f Z ------------ -------------------------------- ------------ i °? H o EF Exhaust Fan Fantech FR Series - - - Remote - See mech. notes for grill spec.- Size Basement/First Floor ------------------------------------------------------------------------------------ f a as specified by HVAC Contractor + Indicates Fixture Used In This Project. , - H 1 Electrical Plan : First Floor Jl� 2 1/4" E 1J4"= 1'-0" Q a 0625 Q 10/26/06 101 L 1 2 3 4 5 6 7 8 9 10 ELECTRICAL LEGEND ELECTRICAL NOTES & 220 Receptacle @-- Duplex Outlet 1. Electrical Contractor shall obtain all inspections and approvals 13. Distribution shall be circuit breaker type. Q= Duplex,Half Switch required by local, state and national codes and shall be responsible A that all electrical work called for on drawings is code compliant. 14. Dedicated circuits shall be provided for high draw equipment Floor Receptacle and appliances. GFl 2. All electrical layouts are schematic. Exact location to be GFI Receptacle reviewed & approved on site by Owner, prior to Electrician's wiring 15. All electrical receptacles shall be Decora 5325, duplex type, 0=A Appliance receptacle installation. 15 amp min., color White, U.O.N. Wall plates shall be "screwless, Quad Recept. snap-on type". 3. All security, telephone, and audio-visual device locations are to E)- Single Recept. be approved by Owner prior to setting boxes & pulling wire. By LV 16. All lighting control toggle switches shall be quiet type, Decors wp Sub. 5601 series, color White, U.O.N. Dimmer switches shall be Decora @-- Waterproof Recept. 10601-P(600W) or 11001-P(1000W) series as load requires. SAC Above Counter Recept. 4. All electrical devices & fixtures shall be coordinated w/ Interior Provide dimmer switch at locations indicated- Review locations prior Drawings. Contractor shall notify Architect of any discrepancies. to rough-in. $ Switch-Single Pole Interior elevation drawings shall supercede electrical plans relative to placement of all devices & fixtures. 17. Smoke & heat detecting alarm devices shall be single-station $3 Switch-3 way 5. New 400AMP underground service shall be installed in type, either photo-electric or ionization, & shall be hard-wired to $4 Switch-4 way 9 a power circuit with no intervening switch. Security vendor shall conformance with local code. Service size & equipment supply & install all security and fire detection related wire & $p Switch Dimmer Switch ® Entrance requirements shall be coordinated by elec. contractor w/ local equipment. $ Switch-Low Voltage-Momentary Contact B Door utility company. tv 18. The following mounting height guidelines apply unless otherwise $T Switch Timer 6. Owner shall supply decorative light fixtures & Contractor shall noted (U.O.N.). Note that numbers given are in inches above $ Switch-Waterproof install them, unless otherwise noted (U.O.N.). finish floor (A.F.F.) to centerline of cover plate: ' i i i $J Switch-Jamb ------------------------------- ------------------------------ Electrical Contractor shall do all necessary power & control •Line Voltage Switches: 48" 6" Horizontal from back of wiring and connections for all mechanical equipment. Controls g $FAN Switch-Variable Speed Fan Control 9adjacent casing to centerline of coverplate, Typical supplied by others. Coordinate required services with Mechanical •Outlets: Baseboard, Horizontal in center of flat portion. ® DoorBell/Intercom - -Clock Outlets: 72 H (2)-4 Pair CAT 5 E-Home Run To All Locations Contractor. " ' ----- -- i • Above Counter Outlets: 42" / I 8. Thermostats to be supplied & installed by HVAC Contractor. „ � I � I\ iTo it st i FI. i -Sconces: 66 ® Phone Jack-Floor .\ D ' ; 9. Electrical Contractor shall install all telephone, data and TV •Telephone Jack ® Wall: 66" � (2)4 Pair CAT.5E,2 RG-6.Home Run Cables to All Location ' ' wiring and back boxes w/ plaster rings. System Vendors or Low •Thermostats: 54 / Voltage System Consultant shall supply & install communication & •Music Controls: 54" QJ Junction Box-Round Bedroom �\ O 'Stair Hall Hall Fl Switch ® information devices. Wire all telephone and TV data ports with QJ Junction Box-Square 202 Q Structured Cable comprising 2 4-pair twisted category 5, E and 19. Numbers beside other devices indicate nonstandard mounting 201 205 0 Mudrocom Door P 9 ( ) P 9 ry one 2 RJ-6 coaxial cable. Homerun all wiring points to central heights in inches A.F.F. to centerline of coverplate. �T Thermostat Master Bat P P 20. All bathroom exhaust fans shall be remote located. Q Clock Outlet C t atch anels, located in basement. � �- -i--- _ -- - 207 1 i " Greenheck, Fantech or equal). \------ --r--- r___�_, 10. Electrcal Contractor shall supply and install (2) 2-1/2 PVC ( -�- Ceiling Fixture-Surface or Suspended EF ��,� ) \ conduit with draglines from basement to attic. These conduits are Recessed Downlight / o spares and not to be used for initial cables. i I EF ° i ®(-0Recessed Wall Light p, •0• _ _ mot _ _ _ — 11. Electrical Contractor shall supply and install all line voltage C41, _ ----- _- - E Adjustable/Directional Light _ _ devices (switches, outlets, phone jacks, etc). Bath `; V Wall Mount-Surface Fixture 203 i / / i 12. High voltage wiring shall be copper "Romex" cable, unless L I ( otherwise noted. Size per code. �� Flourescent Fixture I Step Light I 110v Plug Mold Strip O \ ------------------ ------- -- -- i Electrical Panel C i ` i ' FI i 0 Incandescant Strip Light-Under Cabinet or Feature Light a a M. droom D 204 Bedroom 2 206 / ' i Exterior flood light Number of lamps as shown F • / I I i EF Exhaust Fan-Remote Location I D I 0. ( D ELECTRICAL FIXTURE SCHEDULE Motion Sensor Type Fixture Manufact. Model Aperture Finish Lamp/Watt Remarks Rev. FIRE(SF)PROTF.CrION LEGEND C i A Recessed Lightolier 2002 P1 & 2013 CD 3-3/4" White Par 20/50W L --- ------------------------ ,�-------� - --------%�---- -- ------ -------------------------- --- B Recessed Lightolier 2000 AIC & 2013 CD 3-3/4" White Par 20/50W QS Smoke Detector C Recessed Lightolier 2000 PI & 2029 CD 3-3/4" White Par 20/50W Adjustable OH Heat Detector qp D Recessed Lightolier 2000 AIC & 2029 CD 3-3/4" White Par 20/50W Adjustable Carbon Monoxide Detector �- E Recessed Lightolier 2000 LV & 2013 CD 3-3/4" White MR-16/50V Adjustable �� D A Switch ® Living - - F Recessed Lightolier 1002 P1 & 1013 CD 5" White Par 30/75V O Propane Detector 5t C,cti % Rm Door G Recessed Lightolier 1000 AICM & 1013 CD 5" White Par 30/79tic:t \ - / H Recessed Lightolier 1104 ICX & 1154 CD 6-3/4 White PAR 30/75W Shallow slope clg-(14'-30')/ a..• t \ ,/ Switch ® Kitchen 3 -45')steep slope clg ( E �__'- —--_— Door 4 I Recessed Lightolier 1100 IC & 1128 6-3/4" White All Wet Location - White diffuser Ln J Recessed Lightolier 2026WH & 2000LVNT 3-3/4" White MR-16/50W Wet Location 023731'1 O` K Recessed Lucifer DL2RW / DHT/ZF 1-3/4" White MR16/ 50W Adjustable - Integral Transformer TF pF NEv►i'k L Wall Wash Iris 3/MR LWW/C 3-1/2" White MR16/ 50W Electro magnetic transformer - Confirm dimmer 36" compatibility M Accent Iris 3/MR AA/C 3-1/2" White MR16/ 50W Adjustable - Electro-magnetic transformer. Copyright(D Thompson Raissis Architects,LLC ALL RIGHTS RESERVED Confirm dimmer compatibility Drawing Issue N Step Light Hadco RSC2HK51E 3X9 Bronze T10/ 40W Exterior - Incandescent 0 Step Light Cole T150H - Alm 2x4 Prime for C7/ 7W Interior - Primed face plate for paint finish No. Date By paint 1 ioriw Issue for Permit/Construction JAT + P Undercabinet Alkco Halogen 120 - White 120V/25W Length & quantity- VIF; 2 tvzt Issue for Permit/Construction JAT Q Light Strip Juno "Trac-12" - TL101 - White Xenon E.C. to verify req'd lengths, quantities & fascia 12V/ 3W from interior/millwork dwgs; Transformer shall be: T3-1/4 WedgE Multi-volt "Power supply center", by Q-tran F Base - size as req'd; Bulb spac'g 3" typ. UON R Track Light Juno "Trac-12" - TL110 - Black MR11/ 20W Halogen spotlights. Track length & fixture count to be confirmed for each location. Transformer shall be multi-volt "Power Supply Center", by Drawing Revisions Q-Tran. S Flourescent Lithonia SB-2-40-120-ES - - T12 40W 2 Lams per Fixture No. Date By T Flourescent Lithonia SB-4-40-120-ES - White T12/ 40W 4 Lamps per Fixture 1 081ow General Design Review Per Owner JAT U Ceiling Surface Quoizel ML 183 Series 13" - 120W Finish - Match room hardware V Flourescent Alkco Little Inch HP 100/200 - White T5 Flour Confirm length ® ea. location Closet f W Ext. Flood RAB Q1W - - 150W Quartz Confirm single or double headed ® ea. location "2 w �• X Utility Incandsc. - - - - A19/75W Porcelain keyless w/ globe & cage Y Display Lucifer "Puklight" 2-1/4" Varies MR16/60W See millwork detail for trim; Finish to be determined at later date. Transformer shall be Electrical Plan : First Floor multi-volt " Power Supply Center", by Q-Tran. G1 1/4" Z Heat Lamp Broon 161 - - R40/ 250W AA Semi-recessed Bego 2022 6-3/4" SS 50W GY 6.35 12V BB Accent Eurofase R016 & GUI4 2-5/8" White MR16/ 50W Adjustable, Low Voltage TH(OMPSON I RAISSIS I ARCHITECTS, LLC CC Recess Wall Lucifer DHX & DL13W 3-1/4" White MR16/ 50W Wall Recess Housing DD Recess Lucifer DHM & DL4X 3" White MR16/ 50W Shallow Ceiling Recess ONE DOCK STREET I SUITE 300 I STAMFORD CT 06902 FF Strip Light Alko "Slique" White T2 Flurescent Vertical Display Light - Line Voltage. T 203.399.0100 1 F 203.399.0101 Length & quantity- VIF GG Rec Flourescent Lithonia SP8 1'x4' - White T8/ 32W 2 Lamps per Fixture HH Cove Light Elli ti ar 1301 - Alumn. T-6 1 2 Confirm Length ® Location + BO Decorative - - - - - Supplied by Owner - See schedule VanHengel RESIDENCE EF Exhaust Fan Fantech FIR Series - - - Remote - See mech. notes for grill spec.- Size Block 8, Lot 3, Fishers Island as specified by HVAC Contractor Southold, NY 4 Indicates Fixture Used In This Project. Electrical PLan H i= Second Floor JM 1/4° E U Q Eli N 0625 1� 10/26/06 102 � A a L 1 2 3 4 5 6 7 8 9 10 — - - - - - - - - - - - - - - - 4.-0"- - - - - - - - - - - - - - 2 � 6'-6" 11'-0" 614" 2'-0" GOl } 2 00" �1 2'-0" Refer to garage door B , I A �� elevation for construction A 3) 1-3/4II x 14II VL (3 1_-3/� x_14_ LVL - -I- - - - - - - I- - - - - - - - - - - GARAGE SLAB-TYP I I 5" Reinf. cone. slab over 1 6 mil polyethylene vapor 1000 F barrier, 6" of 3/4" 00 1 I crushed stone on „ , Install anchor bolts I/2' a compacted fill. Reinf. w/ 4 diameter, A301 ID 4'-0" 6x6 wl.4xw1.4 welded O.C. MAX, 10" minimum wire fabric. I from each corner, 7 Overhead Door I Overhead Door ( minimum embedment - - - Operator - - J L - erator --- - -- _._. GO - - - Off- - - - -� -- -- ---- X / N --._........... c 16" TJI IPRO 360 Al16" O.G. B - -- - - -- --�--- -- -- - -- -- N / I I Refer to opening In exterior wall deta l l-typ. i o N -- ------------- __...----..._...........__.... - ........._.... Asphalt shingle roof 00 lo 0 / Fasten plywood sheathing to sill plate/ ------- ------- ------._._.._.-..-- __..._..._........._......_._.._......- ........... ... ---._._...--------......_._._._._..__....._.....------.---__--.. _ _ _ Sub.FI-Attic X. r - - Garay - - S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 51 of G01 - CID ® OIL T.O.Slab � ' GO -- 11'-54„ i � ------ ELL E 3) 2X6 - �� It," 77 HLLi (3) 2x6 Studs Stora;;e To i ttic �' �� Shingle siding ------ --------- _.._—._._._.. r—IN O C ^ X X �� D I i j —+-- ----- ------- AT 16' O. -- L GC1 NI -in C>n i8 ® 17- II gr I �=i� 7TI@ 0" X aL X I I D 1 - - - - - - - Li-a T.O.Slab 0 - -A N� ti I I - -- _ - - - - - I I ;hN Provide solid built-up (2) 2X6 I ,gyp 2x6 corners ltyp.) Exterior walls have been designed as STmpson STHD> hold down perforated shear walls. Walls shall be p location provide 5/6" Diam sheathed w/ 1/2" APA rated structural anchor rod, IV' embed into sheathing fasten w/ bd nails 0 4" oc. concrete foundation Typ. s+ panel edges S" oz. panel fields a II corners Wall framing shall be 2x6 0 16" oz. w/ ' double top t bottom plates. D Bottom plate in contact w/ concrete shall be pressure treated Impact Resistance glazing or plywood panel are required on windows / 7--� Gars e : First Floor Plan � � � � '(9 . n ES �1/4 vation . East Elevation : South 24-0 • 1 -0 1/4"=1'-0" 2D 12'-0" 12'-0" �/ P�pFtEW Ty 'yi> 5-1/4" x 5-1/4" PSL Down (3) 1-3/4" x 9-1/2" L-VL L r t / 0 N � ! — V E 731.% 5 4-11 5 OFNO2n 22 y0� � S (3) 2x6 Studs I I `IN 3) 2x6 Studs Yf 0oIN o0 Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED Drawing Issue o i \� � Provide (2) H2a Hurricane I �- 'V" CIipB Va11ey No. Date BY �, I N - -— --- - 1 orwia6 Issue for Permit/Construction N24/ �� i I X i �Ik __........._._.._ 2rzt Issue for Permit/Construction T 2 JAT ttl�' 2) 2x6 Jack studs + (3) 2x6 x�i i ��'�; �------- king studs typ. s, all four --- ---------- ---- opening I I I I i impeon Cmst 16 strap k Gars F from LVL header douun to�� n�i i GO ,% Refer to opening in exterior �2nd floor rim board CTyp. i I i//� wall detail-typ. each side of openi�) /__5-1/4" x_ 24" Structural Ridge GO -- ------- --- ----- Asphalt shingle roof Simpson L530 (t .) -- �� -- --- - -- - -- - 5-I/4" x 5-1/4" PSL oat t5-1 h" x 5-1/4" PSL 'i�: -�I I �: down to header p - - - - - - - - - - - - - - Sub.Fl-Attic - - - - — y Drawing Revisions - - - - - - �post down to headelr��' x - - - - - - - - - - I - - - - - - - - - - No Date 13 CCQS-6SDS2.5 Post cap from (3) 1-3/4" x -- --- -------- -------- -- �.,. , 1 \• �,, LVL Ridge to PSL Post tfrom -- -- --- -- -- ----- __ --- LVL Header + . �I i F�; -- bottom of PSL post to LVL -._ .._..-.. - ----- - ---- ---�---- ---- - - _...�....- -- y� I \` Header (Typ. a four locations) - ---- ' G02 I I �`� (3) 1-3/4" x 11-'1/a" LVL- ,� -- ............................ -----.._..._......._...__..._..---..._..--------- A I - above plate support on (3) ' �I� shingle siding 1 �56-11� 3� 2-6� I \\ 2x6 each way end 9 g Dn M ©17-1I 81 \ -------- -I ----- —. i 1 7TI © I 0"i 1 (3) 2x6 Studs I I I II I I I I \ IN ii 7 _ 3) 2x6 Studs I ii i D 1 --._.._._..------- --------- --. ---- ------....._...............----.._...._._._..... ----._...................---- -.._._...+ ----- ------- ---- TH OM PSON I RAISSIS I ARCHITECTS, LLC �, ® G02 1 I T.O.Slab B „� I G102 ONE DOCK STREET I SUITE 300 I STAMFORD CT 06902 I 'To list FI. T 203.399.0100 1 F 203.399.0101 GO Simpson PHD 5 hold down in Refer to notes on main floor framing 5-1/4" x 5-1/4" PSL Down line w/ hold down below. Install simpson A34 Clip 0 all ridge to VanHengel RESIDENCE (3) I-3/4" x 9-1/2" L.VL Install one on bottom of 2nd rafter connections _� Block8, Lot 3, Fishers Island floor t one on top. (Typ. Install simpeon C516 GOiI strap from U Southold NY 52" 23'}1" gable end walla) 2�' wall to wall 0 Gable ends-Refer to Deta 11 Provide solid block/ etude from poin loads down to foundation Y Garage H Rafter shall be 2x10 0 16"o.c. Floor Plans/Elevations H1 Garage : Second Floor Plan HS E!e�on : West H8 Elevation : North im 1/4"1/4 - 1 0 1/4 = 1 -0 1/4"= 1'-0" Q G 101 0 8 0625 10/26/06 a Q 1 2 3 4 5 6 7 8 9 10 v ' A H5 G102 _ Storage ( G02 12 12 �o Sub.Fl-Attic Btt Is . B Garage G01 I I I � I iZ I I I I I " I T.O.Conc.Slab — u u L ROOF CONS. — TYP. —40 Yr asphalt shingle —15# felt weatherwatch ® eaves, C I I overhangs & valleys —5/8" CDX Plywood sht'g. —200 rafters ® 16 o.c. —R-35 insulation @ location required I 1 Hurrican simpson H2.0 clips typ. ® all rafters D 1 Gara e : Buildin Section Sub.Fl-Attic D I I ��RED qRc C_PCIp RE'N p��y✓o Hurrican clips typ. ® all rafters O H1 G102 -- L, �,.. E q 023731% �p0: 2 6 �FOF N�`� L Aluminium Drip Edge. Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED Drawing Issue 1" No. Date By Alum. K—Gutter 1 o-2 .� = 1 o/2&o6 Issue for Permit/Construction JAT 0 L8 Fascia t_ Mb� N I F 1x Soffit. E WALL CONSTRUCTION—TYP. iY —Shingle Siding, 5" Exp. Wd Bed—mold —Home Slicker. Drainage Course Drawing Revisions —30# Asphalt felt or weather watch —1/2" Ext. Grade Plywood Sheat'g No. Date By Cor—a—vent —2x6 Framing ® 16" O.C. —R-21 Batt Insulation. —5/8" W.R. Gyp. Bd. 5/4 x Frieze 2 6 Simpson STHD Holddown Typ. 1/2' Expansion joint T.O.Conc.Slab 2 6 ° ir 4" Reinf. Conc. Slab -H a 2 2 2 s 6" Crushed Stone 1/2 Anchor Bolt ® 4—0" o.c. max, w/ 1 —0 G of build in corner 7" min. embedment ° a 6" Compact Fill #5 Cont. top & Bottom 6" Typ THOMPSON I RAISSIS I ARCHITECTS, LLC ° ° a ONE DOCK STREET I SUITE 300 1 STAMFORD CT 06902 co a T 203.399.0100 1 F 203.399.0101 I 8 8 8 2x4 Key a T.O.Footin a ° VanHengel RESIDENCE ° 4" 0 Perferated Drain pipe. ° a a U Block8, Lot 3, Fishers Island • ° ° ° • Southold, NY 2 6 (3) #5 Cont. 6" 1'-0" 6" 2 6 2'-0" Garage H P Building/Wall Sections /Details H 1 Garage :: Eave Detail HS Wall Section 3" 1'-0" 3" 1'-0" JM -2as noted G 102 Q U 0 0625 R 10/26/06 � Ca L 1 2 3 4 5 6 7 8 9 10 HEADER LENGTH HEADER LENGTH A GABLE EN D WALL FRAMING Apo c 2MIN. g.0�` 011 Oil 3 - ROWS DBL 2X6 24" MI SIMPSON MST46 Sd 4" O.C. TOP 1E SPLICE PLATE HEADER SPLICE —\ _T GONT. HEADER - REFER TO PLAN CONT. HEADER - REFER TO PLAN Z 3 - ROWS B 0 3 - ROWS 6d 0 4" O.C. = Ibd a 6" O.C. 3 - ibd N 0 6" O.C. 2X6 BLOCKING p 2X6 BLOCKING AT PLYWOOD At PLYWOOD V2" APA RATED POINT (TYP) POINT (TYP) STRUCTURAL USE WOOD SHEATHING PANEL EDGE DBL 2X6 STUDS PANEL (TYP) NAILING -- EACH END OF WALL DBL 2X6 STUDS HEADER 6d g 4" O.C, SECTION EACH END OF WALL SIMPSON CSI& COIL STRAP (SE ,PLAN) SECTION 1'46" LONG - CENTERED DBL 2X6 P.T. (TYPICAL CORNERS) SILL PLATE DBL 2X6 P.T. NUMBER OF KING AND JACK STUDS SILL PLATE SHALL BE PER TABLES 322F SIMPSON PHD5 HOLDDOWN (TYP) AND 322C OF THE WOOD FRAMED II II II II II II 2X BLOCKING OPENING CONSTRUCTION MANUAL (WFCM) C II I� II II II TYPICAL (SEE ARCH. 2001 EDITION. DWG FOR SIZE) " DIAMETER BTM STRAPS NOT ANCHOR BOLT. REQUIRED AT DOOR 8" EMBEDMENT OPENINGS (TYP.) T'�'�=IC,AL TWO CAfR AfR,4GE TWO DOOfR WALL ELEVATION OFENINGz , N EXTEFIOF� WALL DETAIL SCALEAke 1 -0 SCALE: i'-0" (VIEWED FROM OUTSIDE) D SIMPSON L930 CLIP At EACH PLYWOOD EXTERIOR SHEATHING, RAFTER PLANS. RR (TYP.) REFER t0 ARCH FOR RIDGE VENT REFER TO TYPICAL 2x STUD OR ROOFPLANS RA TER CREATE SOLID CORNER SIZE WITH 2x STUDS REFER TO PLANS FOR ROOF SHEATHING ��.�®R� TOGETHER FASTEN COWER E 2STUDS U S 4 oF R�� COMMON NAILS AT 8" O.C. VERTICALLY. ` ' `, SIMPSON STHD HOLD DOWN. TYPICAL WALL TOP LP REFER TO PLAN FOR PLATES OR SILL PLATE LOCATIONS 02 1 C3 3731' E � qTF OF NIF,A1� STRUCTURAL RIDGE PER PLAN 1�1 T"r'�ICAL fRIIDGE CONNECTION DETAIL TYPICAL CORNER R DETAIL L SCALE: 4 11-011Copyright m Thompson Raissis Architects,LLC ALL RIGHTS RESERVED SCALE: Drawing Issue No. Date By 1 ionisio6 Issue for Permit/Construction JAT 2 MM6 Issue for Permit/Construction JAT F Drawing Revisions No. Dat:e By LENGDTH 1 srat, General notes/Framing Detail Revised JAT CUT LENGTH CLEAR SPAN 51�1 RAFTER OR TRUSS ALL. PLATE ALL EXTERIOR GARAGE WALLS THOMPSON I RAISSIS I ARCHITECTS, LLC DOUBLE " DIAMETER A36 ONE DOCK STREET I SUITE 300 I STAMFORD CT 06902 TOP PLATE THREADED ROD. DRILL T 203.399.0100 I F 203.399.0101 : END ANID EPDXY WITH HILTI LENGTH H2 HURRICANE * HIT' HY-150. 12" EMBED oo o CLIP INTO CONCRETE PROVIDE MINIMUM 1" HURRICANE CLIPS END DISTANCE MAY BE INSTALLED SIMIPSON STHD an engel RESIDENCE EQUAL NUMBER OF ON INSIDE OR Block8, Lot 3, Fishers Island SPECIFIED NAILS IN o OUTSIDE OF WALL. EACH END Southold, NY SIMPSON STRONG—TIE CS16 H SIMPSON CS 1 6 COL STRAP SIMPSON H2.5 HURRICANE CLIP SIMPSON STHD HOLDDOWN Y Garage Structural Detail JM ro as noted G 103 Q 0625 10/26/06 a Ca