Loading...
HomeMy WebLinkAbout34897-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Buildin9 Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33864 Date: 07/30/09 T~IS C~TIFIES that the ~uilding 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 ~dgD REAR COVERED PORCHES AS APPLIED FOR. The certificate is issued to MAARTEN R & CLAUDIA VANHENGEL (OWNER) of the aforesaid building. SUFFOLK CO~l~7"f DEPART~4ENT OF HEALTH API~RO%g%L R10-06-0013 ~.RCTRICAL c~TIFICATE NO. 3018736 PLIERS ~TIFICATION DA'£~D 09/19/08 GLENN GELLO ii/i8/o8 io/i7/o8 ~/o~i~ d~Sig~ature Rev. 1/81 FOI~ 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 T~I$ CERTIFIES that the building ACCESSORY Location of Property: PVT RD OFF E END RD FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax ~ap 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 NON~L~BIT~LE ACCESSORY TWO CAR GAR3~GE WITH STOR3%GE AS APPLIED FOR. ~e certificate is issued to MAARTEN R & CLAUDIA VANHENGEL (OWNER) of the aforesaid building. S~FOLKC~)I~TYDEP~TT~ENTOF~]~-Lq"~O~-AL N/A R~-rKIC~J~ C~'rIFICA~ NO. 3018736 10/17/08 I~LUMBERS CERTIFICATION DA'r~u N/A /~t h~f~ z e~i-~na t u r e Rev. 1/81 APPLICATION FOR CERTIFICATE OF OC - This application must be filled in by typewriter or ink and submitted to the Building Department with me g:rti'owing: Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natura~l or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval o f electrical installation from Board o f 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 Plmm/ng 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 o f Occupancy - New dwelli~$25~-.~.dditions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory bnilding~3_2~,XAdditions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing BuiI-dTng - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Cotmnercial $15.00./ Old or Pre-existing Building: (check one) [ Lot Subdivision ge{ ~c} '~ t'-~4xO,~'~ 7' 8 /9 9 / Filed Map. ~: PemtNo. ~ Dateofeemt. ¢~/~ Applicant:_~+S~~~ Health Dept. Approval: ~ Unde~riters Approval: New Construction: Location of eroperty: '~[~ 7 ff~g>~{"' ..~ House No. Street OwnerorOwnersoferoperty: {~tg,.6k~Let.~ Ffft,Ox ~-[~,,[~J/ Suffolk County Tax Map No 1000, Section ~)C) ~" Block Planning Board Approval: Request for: Te~nporary Certificate Fee Submitted: $ ~ Final Certificate: (check one) pp lgna ure 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. 3~48 Z Date JANUARY 17, 2007 Permission is hereby granted to: DRUSILLA VANHENGEL 350 RIVER RD SC~RBOROUGH,NY 10510 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AND ACCESSORY GAP~AGE IN THE REQUIRED REAR AS APPLIED FOR PER DEC AND TRUSTEES. 2 COS REQUIRED. at premises located at County Tax Map No. 473889 Section 005 pursuant to application dated DECEMBER Building Inspector to expire on JULY Fee $ 1,538.40 PVT RD OFF E END RD FISHERS ISLAND Block 0001 Lot No. 007.005 6, 2006 and approved by the 17, 2008. ~' nat~_. / ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUIIJ~ING 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: MAA~TEN R & CLAUDIA VA/~HENGEL 350 RIVER RD SCARBOROUGH,NY 10510 for : CONSTRUCTION OF A NEW ONE FAMILY DWELLING & ACCESSORY GA~IAGE AS APPLIED FOR PER DEC & TRUSTEES. THIS PERMIT REPLACES BP 32648. at premises located at County Tax Map No. 473889 Section 005 pursuant to application dated JULY Building Inspector to expire on JANUARY PVT RD OFF E END RD FISHERS ISLAND Block 0001 Lot No. 007.005 30, 2009 and approved by the 30, 2011. Fee $ 1,538.40 Authorized Signature ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORk, NY 10038 CERTIFIES THAT Upon the application of Z & S CONTR. INC. PO BOX 202 FISHERS ISLAND, NY 06390-0202, upon premises owned by MAARTEN 8, CLAUDIA VANHENGEL 543 EAST END ROAD FISHERS ISLAND, NY 06390 Located at 543 EAST END ROAD FISHERS ISLAND, NY 06390 Application Number: 3018736 Certificate Number: 3018736 Section: Block: Lot: Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices' ~nd ~iri'ng to th~ extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 17th Day of October, 2008. Name QTY Rate Alarm and emergency equipment Sensor 1 0 Appliances and Accessories Air Handler 2 0 Dish Washer 2 0 Exhaust Fan 5 0 Furnace 1 0 Hydro Massage Tub (Therapeutic) 2 0 Panels Service Service Disconnect: ServicelPhase3w Service Rating400Amperes Wiring And Devices AFCI Dimmer Fixture Fixture Continued on Next Page Rating Circuits Type 0 20 1.2 1 100 2 2 200 ' :* '' ::' ' Carbon Monoxide Amps KW F,H.P Oil 4 0 33 0 120 v seal 9 0 Fluorescent 107 0 Incandescent 1 o£ 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRI.CITY~.~, ,,. ,.. 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Z & S CONTR. INC. MAARTEN & CLAUDIA VANHENGEL 543 EAST END ROAD PO BOX 2O2 FISHERS ISLAND, NY 06390-0202, FISHERS ISLAND, NY 06390 Located at 543 EAST END ROAD FISHERS ISLAND, NY 06390 Application Number: 3018736 Certificate Number: 3018736 Section: Block: Lot: Building'Permit:- 0 .': @DC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Detached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 17th Day of October, 2008. Name QTY Rate Rating Circuits Type GFCl Circuit Breaker 4 0 Outlet 116 0 Fixture Outlet 133 0 Gert, Purpose Paddle Fan 7 0 Receptacle 4 0 20a laundry Appl!ance Receptacle '12 0 ' · ...... ,~: ,. GFCl'- Receptacle 76 0 Gert, Purpose Switch 60 0 Gert, Purpose seal 2 of 2 This cer/ificate may not be altered in any way and is validated only by the presence of.a raised~seal.at the location indicated. i TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX'728 TOWN HALL SOUTHOLD, N.Y. 11971 CERTIFICATION TEL. 765-1802 Date Permit No. ~ Building Owner· ~+~ ~% p~r~i~nt )~ ~ · (please ' Plumber (please print) I .certify that the solder used in the water supply system contains less than 2/10 of 1% ,lead. (plumb&r's signature) Sworn to before me this ~ day of ~~ Notary'Public, ~ County ~ t, .ary Public 0 MARYB PANKIEWICZ Notary Public State of New YOI~ ~1 t.'~ -8267950 · Commission EX, res TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ '~]~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 Examined Approved Disapproved a/e PERMIT NO. t 6 BUILDING PERMIT APPLICATION CHECKLIS Do you have or need the follow, g, before applying Board of Health ~ sets of Building Plans ' Survey Check Septic Form 4"/,~ , N.Y.S.D.E.C. v,r Trustees Contact: gL'do Phone: 70C6:' 7oe,5'7 APPLICATION FOR BUILDING PERMIT Date 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 vAth ali applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature ofapplic~nt or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises/~,q'~,~I"Z:A/ ¢ C//~,,a~2'/ ~,'t ,/1~-4~ ~. (as on the tax roll or l~test deed) If a~lic~g~ is a co~poratig0, signature of duly authorized officer (Name~ tiile Of co~orate~fficer) Builders License No. Plmbers License No. Electfici~s License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision 00.6-- Block / Filed Map No. Lot Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .. l,"~--.,~r ~v'~ ... b. Intended use and occupancy ff~'~?'//~ ~,, Jo, t, gtg- 3. Nature of work (check which applicable): New Building V/ Addition Repair Removal Demolition Other Work Estimated Cost 'b~,O'~t f_,.,~, ~ Fee If dwelling, number o f dwelling units If garage, number of cars 02 Alteration (Description) (to be paid on filing this application) / Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear _Depth Dimensions of same structure with alterations or additions: Front Rear Depth, Height Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front Rear Depth I 0. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated I2. Does proposed construction violate any zoning law, ordinance or regulation: A/g> 13. Will lot be re-graded 2V/t9 Will excess fill be removed from premises: YES (~ !4. Names of Owner ofprcmisc~j/l~a,~,~'~,v' //~ ,4~Address ,ritZy ~/,ihO/~'~r~,,,~ ~,, p/¢_~/_ 7Y7¢ Name of~chitect~t ~'~st4 ~(~'' Addressl~ y~c~ ~'~N"~J-~r~ OlO~ -- Name ofContractor2~ ~ ~. Address~ ~ ~hone No. ~-~-Tg~ 15. Is this prope~y within 100 feet of a tidal wetl~d? *YES NO ~ · ~ YES, SOUTHOLD TO~ TRUSTEES PE~ITS MAY BE ~QU~D 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY O~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ day of _])~F~J-'~ ~1~"- 20.1~ "' -r Nota~ 15~blic .... ROXANNE SPAULDING , NOTARY PUBLIC, STATE OF NEV~ YORK No. 01SP61 ~ 3,q,12 QIIAI I[~[I) iN SU, I ~ (Il K I:I)ltN I Y MY COMMiSSiON [:XI Illl S ^il(; I ','()~.. _ fiature of Applicant i2/01/2806 08:25 2127591619 HIGHHOUNT CAPITAL RAGE 85/89 Jamer F. K,i~, President Jill M. Doher~y, Vice-Presider P~ggy A. Dickerson Dave Bergen loM Holzapfcl January 26, 2006 BOARD OF TOWN TRUSTEES TOWN OF $OUTHOLD [ Tow~ Hall 55095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Ms. Libby Turewski Dudand & Van Voorhis 628 Pleasant St. Suite 322 New Bedford, MA 02740 RE: MAARTTEN & CLAUDIA VAN HENGEE EAST END RD.,FISHERS ISLAND SCTM~5:I-7:5 Dear Ms. Turowski: The Southo[d Town Board of'Trustees reviewed the site plan prepared by Richard H. streuse 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) ho permit is required. Please be advised, . however, that no construction, sedimentation, or disturbance of any kind may take piece seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above,.or within t00' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 97 and/or Chapter 37 of the Town Code. It is your responsibility to ensure that ail necessary precautions' are taken to preyent 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 jurisdictiSnal bounda~ and the coastal erosion hazard area and your prSject or erecting a temporary fence, barrier, or hay bale berm, 12/81/2886 88:25 2127591619 HIGHMOUNT CAPIT~ PAGE 86/89 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:lms 12/01/2006 08:25 2127§91619 HIGHHOUNT OAPITAL New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: ({~31)444-0365 · FAX: (631)444-0360 Webslte: www. dec.state,ny.us Maarten Van Hengel 2 Evergreen Way Sleepy Hollow, NY LETTY~R OF NON JURISDICTION FRESHWATER WETL~II~,,S ACT September 12, 2006 10591 PAGE OeniseM. Sheehan , Re: Application #!-4738-03571/00001 R.O.W. off East End Road, Fishers Island, SCTM # 1000-005-1-7.5 Dear Mr. 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 tlmn 100 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 eonstructlon, clearing, and/or ground dlsturbanee must remain more than 100 feet from the. freshwater wetland boundary. In addition, any changes, modifications or additional work to the project as described, may require authorization by the Departraent. 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 or local municipalities. 04/89 Sincerely Deputy Permit Administrator ce: · Charles Van'Voorhis, Architect BOH file 12/81/2886 88:25 21275B1GlB HIGHMOUNT CAPITAL PAGE FISHERS ISLAND WATER WORKS CORPORATION FISHE~R$ ISLAND N~'W YORK 0~390 AREA CODE 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 (FIDCO, Block 8 Lot 3) belonging to Dru$111a VanE[eugel. $iueerely yours, Robert E. Wall President Out to ~1~ Septic Basement "5" , [ :~$ T.O.SL~b Pump Basement WR WR B01 : . o:o ven~ ven~ 2' 2'! 2, 2~ -~2. ~2" ¢2 ~ I ~,~ o, o~oo~ 4"woste, LP. ~ 6es-Riser Guest Ba~ / CL. ~ ~tchen ~R ~R 3":: : ........ '_- ~ --~- .... ," 2 .... olo - Out to 0 Septic Ba~ Master Ba~ 203 207 · THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 I STAMFORD CONNECTICUT OSgO~ T ~O3.39S.O1OO ~ F 2!O3.;~B9.O10¶ ! MAILOTR-ARCHITECTS.COM Project No.: Van Henge10625 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 126 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 tlprojectskFCFGPAIschlwindow, xls Page 1 of 3 12/21/2006 THOMPSON I RAISSIS ] ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 I STAMFORD CONNECTICUT O§SO2 T 203.39S.O1OO I F 203.3S9.0101 I MAILOTR-ARCHITECTS.COM Project/No.: Van Hengel 0625 Issued: 04/17/06 Window Schedule Revised: 12/21/06 I , I R.O. Dimension Fin. Head[ Details (See Sht. A-502)Lite ConfigI Remarks Rev. No. Location Type Model No. (w"x h") Ht. Head [ Jamb [ Sill Main House I i i ! B0~ '-- B~s-eme~nt B01 AWN ...... 28~0 2'-8 1/8"x 1'-11 3/8" 8'-0;' [ ] ~And~rson'~/ir~io-w~ _B02~__ _Basemen~t'B0-1 AWN ..... 2820-- 2'-8 1/8" x 1'-11 3/8" 8'-0" - - i IAnderson Windows B03 Basement B01 AWN 2820 2'-8 1/8" x 1'-11 3~8" 8'-0"] --'-~n Window~- E~04 Basement B01 AWN 28--'~0-- 2'-8 1/8" x 1'-11 3/8" 8'-~;'- ] lAnd~rson Winfi~ 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 ~edroom 102 DH CUDH32~6 3'-2-3/8" x4'-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 ~_. DH CUDH3226 _ .~ 3'-2-3/8" x 5'-7/8" 7'-0" ._ . [ 105 Study 104 DH (2) CUDH3226 6'-3-3/4" x 5'-0-7/8" 7'-0" 106 Living Rm 105 DH CUDH3226 3'-2-3/8" x 5'-7/8'. '~ ~ 7'-0" j ~ , 197 Living Rm 10~ DH CUDH3226 3'-2-3/8" x 5'-7/8" 7'-0" ~ 108 __ Kitchen 107 Csmt. (3) CUDH2420 6'-5-1~" x 4'-7/8" 7'-0" _ ..... ] 1~9 Kitchen 107 __ . Csmt. (2) CUDH2420 4'-3-3/4"x4'-7/8" 7'-0" ] ] 11~ Kitchen 107 _ ~Csmt. CUDH2420 ~'-?~/8" x 4'-7/8" 7':0;"- -J ..... ' ] ~ 1 111 Pwdr 110 ~ AWN CAWN2832 2'-5" x 2'-7-5/8" 7'-0" ~ ~ ........... ~ ~ '' Jbval window w/mull~0n as [ 112 Stair Hall 101 lOyal 24" x 36" 5'-9-1/2" j J j ~own in elev __ Secon~ Flo~r __ 201 Bedroom-1 202 DH CUDH3226 3'-2-3/8" x 5'-7/8" 7'-0" j I 202 Bedroom-1 202 DH CUDH3226 3'-2-3/8" x 5'-7/8" ~ 7'-0" ] i ~3 I ..... ~Bedroom-1 202 AWN CAWN2832 2'-5" x 2'-7-5/8" ~ 7'-0" ;' ' 204 l 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 i Bedroom-2 204 ~ AWN CAWN2832 2'-5" x 2'-7-5~8" i 7'-0" t~projectslfcfgpalsch~window, xls Page 2 of 3 12/21/2006 THOMPSON J RAISSIS I ARCHITECTS, LLC ONE DOCK STREET ~ SUITE ado ~ STAMFORD CONNECTICUT osao~ T 203.399.OTOO ~ F Izoa.ag9.o101 I MAILOTR-ARCHITEOTS, COM Project/No.: Van Hengel 0625 Issued: 04/17/06 Window Schedule Revised: 12/21/06 I R.O. Dimension Fin. Headt Details (See Sht. A-502) Lite Config Remarks Rev, No. Location Type Model No. (w"x h") Hr. Head [ Jamb [ Sill 206 Bedroom-2 204 j DH CUDHP4058+ (2) 7'-0" ! i ! CUDH3226 9'-9-1/8"x 5'-7/8" CUDH3226 208 M Bedroom 206 DH -- CUDH3226 3'-2-3/8"x 5'-7/8" 7'-~' I k ....... Egress 209 M. Bath 207 DH CUDH3226 3'-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 rd, Bath 207 DH CUDH3226 3'-2-3/8" x 5'-7/8" 7'-0" 212 Hall 201 DH CUDH3226 3'-2-3/8" x 5'-7/8" 7'-0" 213 Hall 201 DH CUDH3226 3'-2-3/8" x 5'-7/8" 7'-0" 214 Hall 201 DH CUDH3226 3'-2-3/8" x 5'-7/8" 7'-0" - Garage 'i ........ GO1 [Garage G01 [DH CUDH2824 2'-10-3/8" x 4-;~-7/8'' 7,_10- G02__ i-Garage G01 CUDH2824-- 2'-10-3/8" X 4'-8-7/8" 7'-10'~- G03 [Garage G01 DH CUDH2824 2'-10-3/8"x 4'-8-7/8" 7,_I0,, i ! eara_g.e G01 DH CUDH2824 2'-10-3/8" x 4'~-7/8" 7'-10" - cond Floor ~Attic G02 DH CUDH2824 2'-1-0-3/8" x 4'-8-7/8" 6'-8" G06 JAttic G02 IDH CUDH2824 + 6'-8" , (2) CUDH1624 I 6'-5-1/8" X 4'-8-7/8" G07____ Attic GO2 1 DH CUDH2824 I 2'-10-3/8" x 4'-8-7/8" . G08 I AtticG02 !DH CUDH2824 + 6'-8" ~ ~ (2) CUDH1624 j 6'-5-1/8" x 4'-8-7/8" fiprojectsVcfgpa~schlwindow, xls Page 3 of 3 12/21/2006 >roject/No.: Van Hengel 0625 Issued: 04/17/06 Door Schedule Revised: 10/26/06 ~)oor Swings Exterior Doors: · Manufi Builders Supply Inc., unless specified otherwise · Frame: 6 9/16 L Left. LR Left. Hand Reverse R Right RR Right Hand Reverse S Sliding B Both (Two Doors - One Lel~ and One Right) P Pocket Door PIV Pivot Hinged (Double Acting) Inswing O Outswing OH Garage Type - Overhead BI Bi-Fold interior Doors: , Manufi: Supa, unless specified otherwise , Style: TBD , Material: MDF , Finish: Paint, .unless noted otherwise · Ext. Casing: · Finish: · Hardware: ·Glazing: Brick Mould ~ Stone Installation Jamb: 5/4 x 4 ~ Wood Siding Installation Head 5/4 x 4 ~ Wood Siding Installation Exterior: Pine - Factory Primed Interior: Pine - Factory Primed By Owner Frame: N/A Mesh: N/A Type: · Extension Jambs: N/A 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 i 09/21/06 Issued to ClientJ Contrac. For review & comments 10/26/06 Issued for Permit/Construction 12/21/06 Issued for Permit/Construction THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET ~ SUITE 300 ~ STAM~ORID CONNEI~TICUT OS~IO2 T 203.3199.OIO0 I F 203.399.0¶0¶ I MAILOTR-ARCHITECTS.COM ?roject/No.: van Hengel 0625 Issued: 04/17/06 Exterior Door Schedule Revised: 12/21/06 Type Swing Sash Dimensions Door Details (Sht. A-503) Hdwe. No. Location Manuf./Model # (w"x h"x t") Mat. Head I Jamb I Saddle Set Remarks Rev. Main House I i Base_m~?_t_ .... I ~ L B01A BasementB01 R I 3'-0"x6'-8"xl3/~;;--~etal~ t , Firepr0ofSelfCl~sing -- / 12 lites w/2 panel below 10lA Stair Hall 101 R Y-0" x 7'-0" x 2 1/4" Mah I w/elliptical transom see 104B ~t~dyl04 ..... B (2)2'-8"x7'-_0"_x~_2 1/4" Mah [ i IOLiteFrench--Outs-wing (2) 3'-6" x 7'-0" x 2 1/4" I 105A Living Rm 105 ] B w/(2) 3'-6" x 7'-0" Side- i Lite e (4) l'-6"H Mah ' I I i I0 Lite French Outswing ~ ! ' w/4 L te Transom !07B~Kitchen 107 ~ ' ~_ ' ' L ] 2'-8" x 7'-0" x 2 !/_4_[_ l Mah [ ~ i ~ ~e Fr~nch-Ou[~w~g . ~0A 15tqr_age 110 _ L [ 2'-4"x7'-0"x2 1/4" ]. Mah 1 [2Lo~ve~P~nel ~ I -- I/ ~ ~ti2 Panel Dr w/i6 Liie/Vz 108A iMudroom 108 L ! 3'-0"x7'-0"x2 I/4" ] Mah I ! i [Groov£ French Ins~i~ng G01A ~i Garage G01 Town & Country I: I: OH x 8'~0" x 2 1/4" dar I II ,Motor zed i' - ~ - ! Insul./Ce GO I-BI Garage G01 ~ Town & Country OH ; 9'-0" x 8'~0" x 2 1/4 Motorized ' I ! I ]6/1 lited w/one beaded GO I-C] Garage G01 [ L i Y-0" x 7'-0" x 1 3/4" Mah I : i [ ' . _ _ ~panel t t~orojects~keithlschkfoor.xls Page 2 of 5 1212112006 THOMPSON I RAISSIS I ARCHITECTS, LLC Project/No.: Van Hengel 0625 Issued: 04/17/06 Interior Door Schedule Revised: 12/21/06 Sash Dimensions Door Details (See Int. Dwgs.) Hdwe. No. Location Manuf./Model # Type Swing (w"x h"x t") Mat'l. Head [ Jamb I Saddle Set Remarks Rev. Main House [ i I ~ i Basement ..... I ........ I ........ ' ] ' [30lB Basement B01 I L 2'-6" x 7'-0" x 1 3/4" Metal 56 min. fire code B02A Mechanical B02 L Y-0" x 7'-0" x 1 3/4" MDF First Floor ~ [ 10 lB Stair Hall 101 R 2'-0" x 7'-0" x 1 3/4" MDF [ 10lC S_mfir._Hall 101 L 2'-0" x 7'-0" x 1 3/4" MDF - ~_ 3'-0" x 7'-0" x 1 3/4" MDF i - [20 min. fire code II0ID02A GuestStair HallBedrooml01 !1 I B (2) 1'-6" x 7'-0" x 1 3/8" MDF I I ...... 102 : Glass Door w / Frost Glassi 103A Guest Bath/CL. 103 i L 2'-6" x 7'-0" x 1 3/8" MDF ! l 104A Study 104 I I L 2'-6" x 7'-0" x 1 3/8" MDF i I 1 107A Kitchen 107 i ...... 2'-6" x 7'-0" x 1 3/8" MDF ~ ] I 1~-~ [Kitchenl07 [ C.O. Y-0"_x7_'-0"~!3/4" ~ MDF : I l 108B !Mudroom 108 i i I I B . (2~l'~-8"xT-0"x13/4"~ MDF ~ [ ,i i0~ iM~droom 108 [ R ~'-4"x 7'-0"x 1 3/4" -- ..... ': - ~ i08D ~m 10-i ' 2' 10"x 7' 0"x 1 3/4" MDF [ Second Fio~r I 7 ~-01^IStairHan201 : B (2)2'-6-x7'-O"x13/4"l MDF [ i ! >~02A ~lBedr°°m-1 202 ' L , 2'-6" x 7'-0" x I 3/4" ~ MDF >-02B IBedroom-1 202 , B i (2) 1'-8" x 7'-0" x 1 3/4" MDF >.03A iBath 203 , 2'-4" x 7'-0" x 1 3/4" MDF I ' ! t~projectslkeitMscMdoor.xls Page 3 of 5 1212112006 THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET ~ SUITE 300 J STAMFORD CONNECTICUT 06S02 T 203.39g. O100 I F 203.39S.0101 ] MAILOTR-ARCHITECT3.COM ?rojecVNo.: Van Hengel 0625 Issued: 04/17/06 Interior Door Schedule Revised: 12/21/06 Sash Dimensions Door Details (See Int. Dwgs.) Hdwe. No. Location Manuf.,qvlodel # Type Swing h"x t") Mat'l. Head I Jamb ] Saddle Set Remarks (w"x Rev. Z04A Bedroom~_0.4_ L 2'-6"x 7'-0"x 1 3/4" MDF !04B Bedt~o_om-2 204 _ B (2) 1'-8" x 7'-0" x 1 3/4" MDF Z05^ Hall 205 i R 2'-8" x 7'~':x 1 3/4" MDF >-05B~Hall 205 Bi-Fold (4) 1'-l" x 7'-0" x 1 3/4" MDF i I I ~.05C Hall 205 ~ Bi-Fold (4) 1'-1" x 7'-0" x 1 3/4" MDF ~07A M. bath 207 I : R F O02A~A~ic ~02 ' OO2B ~Attic ' ~R 3,_0,,. x 6,_8. x l 3/4,, t MDF I 2'-6'_' x~6'_-~"_x 1 3/4" MDF t~projects~keithlsch~door.xls Page 4 of 5 12/21/2006 POLE QUALITY CONTROL CERTIFICATION GROUP REVIEWED ,-,, M~RTEN VAN HENGEL / %% SINGLE FAMILY RESIDENCE I~ON ~PE MUNICIPAL WATER-ON SITE SEPTIC SYSTEM / BLOCK 8 MO LOT 1 f~uN~) MONUMENT SINGLEoN SITEFAMILYsEPTIcRESIDENCEsYsTEM ¢ LOCATION MAP SCALE 1 "=400' ~.~ MUNICIPAL WATER ~ BLOCK 8, LOT 2 ~ I 7¢8.o8 ~ AREA= 1.21~ ACRES ~ ~ GRAVEL DRIVEWAY ~A~ -~.7+ 'J i -- 25' RIOHT OF WAY ~,~ NON. FOR ACCESS · UTILITIES .APPROX, LOCATION ~ ~ a~, " TO LOTS 2 · 5 WATER SERVICE · ~ .BU~H~ (SEE DEED) BURIED UTILITIES ._ WALL 8 - LOTS HENGEL; BLOCK 8 LOT 3; FISHERS IS~ND, NEW YORK; CML ASSOCIATES; ELECTRIC LEACHIN NORWICH, BLOCK 8, LOT 3 SINGLE FAMILY RESIDENCE 1,) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICTED MUNICIPAL WATER HEREON, ANY EXTENSION OF THE USE BEYOND ON SITE SEPTIC SYSTEM BETWEEN THE CLIENT AND THE SURV~OR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION DF A LICENSED LAND SURVEYOR, TO ALTER AN mj WLF ~ ~ ITEM IN ANY WAY, N/F J,) ONLY COPIES OF THIS SURVEY MARKED W;TH THE LAND SURVEYOR'S ~.~<~ ~-~ -"'J SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARB The PRODUCT OF FIDCO THE LAND SURVEYOR, (GOLF COURSE,) 4,) COORDINATE DISTANCES ARE MEASURED FROM U,S. COAST AND GEODETIC <~z SURVEY TRIANGULATION STATION "EAST END 2", I,P. UNITS OF FRESHWATER ~ m~ fI"OUND) WETLANDS AS FLAGGED 5.) SITE ~S IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. BY I. COLE (C.M.E, b-TAFF) 1000, SECTION 005, BLOCK 1, LOT 7,5. wLr ~ WLF ~t2. WL~ ~J ~I'HE NYS REGULATED FRESHWATER ' WETLAND BOUNDARY IS EQUAL TO 6,) TOTAL AREA -- CML STAFF'S MNE AS SHOWN ON THE Bite PLAN PREPARED BY CML DATED 7,) SITE IS LOCATED IN R-120 ZONE, ' 10/04./05 AS DETERMINED BY R, MARSH AND D. LEWIS ON 09/05/06% 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM, 0~ -- 9.)HOUSE AND GARAGE FOUNDATIONS WERE LOCATED ON 5/22/07. N/F FIDCO (GOLF COURSE,) --~_--- BUILDING SETBACK LINE N/F NOW OR FORMERLY C)(~C~(:~x~(~ STONE WALL , F'~y*~Y~'C-Y-~ TREELINE .~ ~.WLF// LIMITS OF FRESHWATER WETLANDS SCALE'. 1" = 40' 2o o SHEET -- 1 OF 1 ¢~HIC SCALE IN ,FEET I FOR ACCESS ~ UTILITIES TO LOTS 2 & 3 (BEE DEED) N/F MAARTEN VAN H£NGEL SINGLE FAMILY RESIDENCE MUNICIPAL WATER-ON SITE SEPTIC SYSTEM BLOCK 8, LOT 2 UONUMENT ~ / AREA= 1.214. ACRES s 176.o7 (VACANT LAND) w 2El.s7 / IRON PIPE 1-4 LOCATION MAP SCALE 1"=400' MON. BLOCK 8, LOT 4 & 4A SINGLE FAMILY RESIDENCE MUNICIPAL WATER ON SITE SEPTIC SYSTEM 1,) SURVEY MAP PROPERTY TO BE CONVEYED ,tO MAARTEN VAN HENGEL; BLOCK 8 - LOTS 2~ 3', FISHERS ISLAND, NEW YORK, CHANDLER, PALMER & KINDi NORWICH, CT,; DATE: DECEMBER 6, 1999; SCALE: 1"=40'; SHEET 1 Of 1 GI~II~, & ~ROMI~\'\ 2.) SITE PLAN PREPARED FOR MAARTEN VAN HENGEL, JR. & CLAUDIA VAN DISIURBANCF. IOOFT. HENGEL; BLOCK B LOT 3; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; WATEr,FROM EMITSWE~iD~.OF FRE~- \\ NORWICH, CT; DATE: 10/04/2005; SCALE: 1"=40'; SHEET 1 OF 1 BLOCK 8, LOT 5 ~ARgA= 5.544. ACRES/ \ h) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED (VACANT LAND) I~ / ~ I IEREON, ANY EXTENSION OF THE US[ BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ~ ENGAGEMENT. 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS -- \ ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY, LIMITS OF FRESHWATER WETLANDS AS FLAGGED BY I. DOLE (C.M.E. STAFF) N/F FIDCO (GOLF COURSE) "THE NYS REGULATED FRESHWATER WETLAND BOUNDARY IS EQUAL TO CME STAFF'S UNE AS SHOWN ON THE SITE PLAN PREPARED BY CME DATED 10/04/05 AS DETERMINED BY R, MARSH AND O. LEWIS ON 09/05/06", FIDCO (GOLF COURSE) 3.) ONLY COPIES OF THIS SURVEY MARKEO WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR, 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND OEOOERC SURVEY TRIANGULATION STATION "EAST END 2", 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUN~' OF SUFFOLK TAX MAP DIST. 1000, SECTION 005, BLOCK 1, LOT 7,5, 6,) TOTAL AREA = 3,34±. 7.) SITE IS LOCATED IN R-120 ZONE. 8.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. (FOUND) QUALITY CONTROL CERTIFICATION GROUP REVIEWED N/F BUILDING SETBACK LINE NOW OR EORMERLY STONE WALL TREEUNE LIMITS OF FRESHWATER WETLANDS 40 20 0 GRAPHIC SCALE IN FEET DATE: 07/01/2007 SCALE: 1" = 40' SHEET 1 OF I FILE ] J ~ . .... ~ ~ ~ , SINGLE FAMILY RESIDENCE BLOCK 8 ~ON ~ ~.~ ED/ / ~ (~UNO] ~ ~ MUNICIPAL WATER-ON SITE / ~ ~/ ~ 74~,oe ON SITE SEPTIC SYSTEM ~ AREA= 1.21~ ACRES EXPECTED HiGH GROUND WATER ~ ~ ~ ASF'~LT S~L~ .LI~,~H/ ~ LOCATION MAP SCALE 1"--400' BY R, H, STROUSE P.E.L.S. 6/17/05 0'% 10" TOPSOIL 10" - 46" SANDY SUBSOIL 46" - 194" SANDY TILL WATER ~ 14' SEPTIC SYSTEM DESIGN BASED ON 4 BEDROOM RESIDENCE- PROVIDE 1000 GAL. SEPTIC TANK PROVIDE 1 DISTRIBUTION BOX PROVIDE 2- B' Dia. X 6' LEACHING POOLS RIBS IN SIDE~-.~ / 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL; BLOCK 8 - LOTS 2&: $; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER · KING; NORWICH, CT,; DATE: DECEMBER 6, 1999; SCALE: 1"=40'; SHEET 1 OF 1 1,) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED '~ll i HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE Of THE eNGAGEMENT. ~Z Ii I 2.) It IS a VIOLATION Of THE STATE EDUCATION LAW FOr ANY PERSON, UNLESS I..U III >- ACTING UNDER THE DIRECTION DF a LICENSED LAND SURVEYOR, TO ALTER AN ~TEM IN ANY WAY, 0 Z --F- Zl~. 0z Iii 3.) ONI_Y COPIES Of THIS SURVEY MARKED WITH THE LAND SUPVEYOR'S bIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF Q- ~ 1--<:~CO g~ THE LAND SURVEYOR. i__Ld 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND GEODETIC ~ L~ Z 0© 03 LIJ SURVEY TRIANGULATION STATION "EAST END 2". 5 ) Site IS IN THE tOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP GIST, ~l'~ T~ 0 1000. SECTION 005, BLOCK 1, LOT 7.5. Z ~) ~--- a- §,) TOTAL AREA = 5,34±. 7.) SITE IS LOCATED IN R-120 ZONE. Q_ B.) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL SYSTEM. / NOT TO SCALE FIDCO ~ (GOLF COURSE) < ---EL--- BUILDING SETBACK LINE POST N/F NOW OR FORMERLY DATE: 10/04/2005 COMPACTED ,,~ I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL = 40' BACKFILL ~ AND CONSTRUCTION OF SUBSURFACE SEWAGE -- 2o ~ PROPOSED CONTOURS QUALI~ CONTROL CERTIFICATION ANGLE 10' UP SLOPE B~SPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE ~ STONE WALL GROUP g~ED , ~A~, , FOR STABILI~ AND ~ AND WILL ABIDE BY THE CONDITIONS SET FORTH pROJECT ~A~ER ~ ¢ ~ /~ SELF CLONING ~ THEREIN AND ON THE PERMIT TO CONSTRUCT. ~ TREELINE SURV~)-~'/ ~'/~ NOT TO SCALE ~ 4WLF~ LIMITS OF FRESHWATER WET'NBS ~0 =0 0 40 SHEET ¢ APPLICANT F LE ] I NOTES A Ap RO/VED AS NOTED'~\~ ~ RETAIN STORM WATER RUNOFF' /  ~ PURSUANT TO SECTION 45-10C DATF: S,P. ~~ OF'I~HE TOWN CODE, NO'¢ FY BUILDING DBP-A-RTMENT AT 76S-lSOA SAM TO 4PM FOR THE DO NOT p~OCEED W~H ~ ~ ~ ~.L _~ ill Z ,O~GH - FRAUING ' PLUS'lNG I OF FOUNDATION LOCATION' ~ ~ ~ HAS BEEN APPROVED. ~ ~ ~ 2 ~ 4' RNAL -GONSTRUCTION MUST ~ ~¢~ BE COMPLETE FOR C.O, ALL CONSTRUCT,ON SHALL MEET THE ~ yORK STATE. NOT RESPONSIBLE FOR ALL CONSTRUCTION SHALL ~~ ~ ]lll~ ~ II 3 DESIGN OR CONSTRUCTION ERRORS. MEET THE REQUIREMENTS OFTHEcoDES OF NEW YORK STATE. ~:~- ~ ~ i~ COUPLY W~TH ~LL COD~S OF ~ ~ NEW YORK STAT[ a tOWN CODES ~ AS REQUIRED AND CO~DmONS OF PLUMBING " ~M. j / SOUTHOLD TOWN TRUSTEES ' ' COMPLY WITH CHAPTER "~ g FLOOD DAMAGE PREVE~I~ ~OY OR , L.': ;'°.~ UNLAWFUL V',,:: ~OUT CERTIFICATE / ~m_ ~L I~L ON LEAD ~F~E 8UPPL Y $YS~M ~T ' EX~EEO ~I0 OF ~ L~D, .............. P p tEN R id re ese ew es .ence CERTIFICATION OF NAILING & CONNECTION8 UNDERWRI~RS CERTIFJCA~ · · m cMtec Abbreviations gend Drawing Symbols Drawing dex ~. -Abow~shnoor H~. -Header Sym. -S~ f ..... ] ~ Floor PI~ c~ CoverShee, N/A 10/2~06 1~21/06 mw. -~w~e, ..... Wefl~ds Draw~g fl0e F BR - Be&eom Htg. - Hea~g T.O - Top of E~ or Compact ~ Tele. -Telephone ~ ~ No. Date By C.B. -CatchBas~ ~[ -mtchen ~p, -~ic~ Concrete Secfi~reference: ~aw~g DC. - Ce~g Lin. - ~a~e~M Concrete Block (C~) A 202 B~g Secfiom 1/4" ~nc. -Concrem Lay. -Lavato~ ~ -V~field ~ F----h Det~reference: &aw~g A203 W~Secfiom ~no~ 10/26/06 1~21/06 ~ I [ A 301 C~e7 m norad 10~06 1~1/06 Cm - Co~ter ~b. - ~b~ Ve~. - Vemc~ S~cco or Mo~~ t_ _ ~ md sheet number WC - Water Closetwood ~~ W~dow mC: window n~ber EEl°1102 ~ffic~eefficd Plm: B~ent / Fkst ~oorp~: Second ~oor ~No~ No~ 10/2~0610/2~06 1 ~21/061~21/06 THOMPSON I RAISSIS ] ARCHITECTS, LLC N/A EJ. - ~pmsion lo~t N.I.C. - Not ~ Con~act ~ - K/f~/~l Ue~ - Lgge Sc~e ese Doc~ STREET I SUITE 3O0 I STAMFORD CT 06~02 EQ, - ~u~ ~ G 101 Ggage: ~ Plms / ~evaOons as no~ 10/26/06 1~21/06 F.D. -me, mm~ Pl~ood V~engel ~S~ENCE F.O.F.-F~eoff~sh PI. Lm. Pl~ficlumlnute ~ FkstFloor Da~-con~olpoint ~ BlockS, Lot3, Fisherslsl~d F.S. -Fu~s~e Pol. -Po~sh~ ~ Rough L~ber - o'-o" ~ Sou~old, ~. - moor R - m~us Wood Bloc~ng Revision Cover Sheet H R.O. - Rou~ ope~g mgid insulation ~ - Room 2 ~ NO~ ~ow ~ Ba~ ~sulafion [ m ~ ~s C 1 [ ~ D~ension ~e .~x 0625 I NOTES General Notes MEC Check CODE COMPLIANCE: 1. Tbislm~jectisffi~dforbuildin~l~'rmltund~th~mquir~m~of"Th~BuiMi"_~ $~S~ification STRUCTURAL STEEL Ced~ of New Yo~ $iate".Perm~t # FOUNDATION / SOILS 1. MATERIALS: 2. Contl-~ctot.h.lli~ta]]ldlstaithandlailsamilin/with200:] CE. SLAB REINFORCING STEEL SHALL BE SUPPORTED ON PermltDate ]E.C, scct/onR311.5 F1 FOUNDATION ELEMENTS HAVE BEEN DESIGNED FOR CLASS 3 SUPPORTS WITH SAND PLATES IN SUFFICIENT STRUCTURAL STEEL, WIDE FLANGE ...................... ASTM A572 DR 50 OR A§92 THE PRESUMPTIVE ALLOWABLE BEARING CAPACITIES QUANTR~ TO MAINTAIN THE FABRIC'S LOCATION IN STEEL PLATES AND ANGLES ...................................... ASTM A36 :]. ~tZ~CtOl' shall ~to~ ~ ~ ~mmin~, ~ walls, tt~.y ~ & ~"F 80~fi[~ OF 2,000 PSF THE SLAB. STRUCTURAL STEEL TUBING (Fy=A6 ksi),,..,...ASTM A500 -¢ per2OO3]RC, ~ioaR602.8 PIPE COLUMNS .................................................................................. ASTM A55, GRADE B F2. CONCRETE SLABS ON GRADE: C7. THE CONTRACTOR SHALL FURNISH, LOCATE AND INSTALL BOLTS ........................................................................................................... ASTM A325-3/A" REScheck Software Version 3.7 Release 1 ALL ^COBSSOR,ES POR BROPEB AMCHORAGE OP STEBL B,A. STD RUT A,B WAS,BM O-omnliance Certificate do¢,m~t, lis~dinP~01.2&w/theB~f~n~Cod~ofNYC, C,x~Secti~n 1689 A 6" LAYER OF SOUND, DURABLE 3/8" CLEAN CRUSHED FRAMING AND MASONRY WORK. HE SHALL BE SOLELY WELDING ELECTRODES ......................................................... ASTM A233 e 70 SERIES STONE SHALL BE PLACED IMMEDIATELY BENEATH THE RESPONSIBLE FOR FURNISHING, LOCATING, AND ENSURING ANCHOR BOLTS ........................................................................... ASTM AS07 5. Allbedmomegmssnhsllcone~mto2OO31RC, sect/onR301.l &R310 SLAB-ON-GRADE. VAPOR RETARDER SHALL BE PLACED PROPER QUANTRY OF FASTENING DEVICES. ~m.,~gency E~cape & ~ Opening, OVER THE CRUSHED STONE AFTER COMPACTION. BENEATH 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN Project Title: van Hencol Residence THE CRUSHED STONE LAYER, STRUCTURAL FILL SHALL C8. WHEN INSTALUNG EXPANSION OR ADHESIVE ANCHORS, ACCORDANCE WiTH THE LATEST PROVISIONS OF THE "SPECIFICATIONS FOR THE 6. Smoke ~ .h.11 ~ ptovidgdin accol'daac~ w! 20(}:] ]i~.C, $~ctiol~ 1131:] BE pLACED AS REQUIRED AFTER REMOVAL OF ANY THE CONTRACTOR SHALL TAKE MEASURES TO AVOID Report Bate 10/02/06 EXISTING FILL AND ORGANIC MATERIALS. DRILLING OR CUTTING OF EXISTING REINFORCING AND DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" OF DESTRUCTION OF CONCRETE. HOLES SHALL BE BLOWN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 9TH EDITION AND THE "AISC EnergyCode: 1908 MEG 7. Ol*~i.$isWindDeb~i~Regionmustbepromctedw/glm, t~atmeetsthe]atge CLEAN PRIOR TO PLACING BOLTS OR ADHESIVE ANCHORS. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". Location: Southold, NewYork nfissM~t~tcmific~ono~withstzocturalshut~w/----h~dlu~dware~requitedin F3. STRUCTURAL RLL MATERIAL SHALL OONSIST OF ConstructlonType. SingleFamily section 1609.1.4 PREDOMINATELY GRANULAR SOIL WITH THE 3, SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR FOR ALL GlazlngAma Percentage: 19% FOLLOWING GRADATION: WOOD F~AMING NOTES STRUCTURAL STEEL WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. Hosting Degree Days. 6572 8. ~Jl B.ilE~ng ~m~tmction and ~ite work shall be J~ co~.ne~, wZ co~ta] ~ PERCENT PASSING SIEVE SIZE SUBMIT YWO PRINTS. DO NOT PROCEED WITH FABRICATION WITHOUT SHOP Construction S he: CArrier/Agent: Designer/Contractor: zone 100 3.5" Wl. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONED LAYOUT OF DRAWING REVIEWED BY THE ARCH, Block8, Lot3, Fishers Island Mr, & Mm van HanDel 50-100 5/¢" INTERIOR PARTITIONS AND DOOR/WrNDOW OPENING LOCATIONS. 8outhold, NY Bio,kB, Lot 3, Fishers Island 9,~t&VentilationnhaS~epm~Jdedinaccordaneew/2003]RC,$ecflonR30:] 25-75 #A A, THE STEEL FRAME SHALL BE TEMPORARILY BRACED AGAINST EARTH, WINO, Southeld, NY 0-10 #200 W2. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/ LARCH AND POSSIBLE LATERAL CONSTRUCTION LOADS UNTIL BEAMS, DECK, TOPPING, ARCBiTECTUHAL NOTES: (NORTH) NO.2 GRADE OR BETTER, UNLESS OTHERWISE SHOWN. SLABS, COLUMNS, AND WALLS ABE IN PLACE AND HAVE ATTAINED THEIR [.,,.,,, ......... '. ................... ! ...... ~:~v.~:~. ........... -.~m. r~,. FA. COMPACTION: ALL FILL MATERIAL SHALL BE REQUIREB STRENGTH OR HAVE HAD THEIR PERMANENT CONNECTION MADE. 1, Thecontroctor(s) sholl check and verify oll dimensions end condiDons prior to starMng COMPACTED TO AT LEAST 95?. OF MAXIMUM W3. DOUBLE JOISTS SHALL BE PLAOED UNDER ALL RARTITION WALLS THE STEEL CONTRACTORS SHALLBE FULLY RESPONSIBLE FOR THE INTEGRITY work and notify the architect of any discrepancies. "MODIFIED" OPTIMUM DRY DENSRY (ASTM 1557-D) RUNNING PARALLEL WITH JOIST SPAN. OF THE STRUCTURE DURING ERECTION, IN 8" THICK LOOSE LIFTS. 2, The contracWr(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 Celllngl:Bther 25 0,390 lO NY F5, REFER TO ARCH DRAWINGS FOR VAPOR RETARDER FABRICATOR IN ACCORDANCE WITH AISC - ALLOWABLE STRESS DESIGN OF W~dil:WaodFrame, 1~'oc: 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 Wlndowl'WoodFrame:DeubfePanew~thLow-E' 110 0.390 43 3, All work shell be in complfonce wTth the Zoning BeguloDons of the Town of Southold, DESIGNED FOR A REACTION EQUAL TO 50 PERCENT OF THE TOTAL UNIFORM Wlndow2:Wood Frame:singlePane: 17 0390 7 LOAD CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES. PART 2 Beorl,Sel~d: 19 0,390 7 NY F6. WHERE THE GROUNDWATER TABLE IS ENCOUNTERED, PARALLEL STRANB LUMBER (PSL) SHALL BE PARALLAM 2.0E OF THE AISC MANUAL OF STEEL CONSTRUCTION. FOR THE GIVEN BEAM. Door2:Glase: 3O 0390 12 A MINIMUM OF 6" OF 3/8" CRUSHED STONE SHALL BE BY TRUSS JOIST SPAN AND GRADE OF STEEL INDICATED, Wall2:Weed Frame, 16" o,c,: 767 21.0 00 40 4, The general contractor shall coordinate the work of all trades and sub-contracWr(s) PLACED UNDER FOOTINGS. V~4ndow3 Wood Frame, DeublePane 47 0390 18 unless otherwise noWd. All contractor(s) to cooperate in coordination between the LAMINATED VENEER LUMBER (LVL) SHALL BE MICROLLAM 1.9E 6. NO CONNECTION SHALL CONSIST OF LESS THAN ~0 3/4 DIA. A325-N BOLTS OR 'vMndow 4; Wood Frame:SmglePane: 19 0390 7 construction trades. F7. ALL FOOTINGS SHALL BE BELOW EXISTING FILL BY TRUSS JOIST AND ORGANIC MATERIALS. WELDS DEVELOPING LESS THAN 10 KIPS. Wall3:Wood Frame. 16"o~ 1011 210 O0 38 5. The contractor(s) sho]l be responsible for visiting the site and familiarizing himself with LAMINATED STRAND LUMBER (LSL) SHALL BE TIMBERSTRABD 1.5E 7. ALL CONNECTIONS, SPLICES AND ERECTION PIECES SHALL BE DESIGNED BY ~ndow6:Wood Frame. Double Pane. 47 0390 18 existing conditions. FB. ALL EXCAVATION WORK SHALL CONFORM TO OSHA BY TRUSS JOIST 29CFR 1926 SUBPABT P-EXCAVATIONS. THE FABRICATOR'S ENB]NEER REGISTERED iN NY, CALCULATIONS AND SHOP DRAWINGS '¢~ndow 7,wood Frame, D~uble Pane, 30 0390 12 6. The contractor(s), by submitting hfs bid, represents that he agrees wRh picas cad detoils ALTERNATE PRODUCTS WILL ONLY BE PERMIT-ED IF SHALL BE SUBMITED BEARING THE ENGINEER'S SEAL AND SIGNATURE. Deer3 Glass 37 0390 14 as represenDng 1he full extent of construction. If conlraclor(s) find that picas cad detoils APPROVED IN ADVANCE IN WRITING BY THE are ct vor[oace with whot is physically in the field, he sholl noBfy the Owner before ARCHITECT, ENGINEERED LUMBER SHALL BE 8. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED Door6: Glass: 122 0,390 48 BY AISC SPECIFICATIONS, CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS Wall4:WoedFrame, 10"oo.: 777 21,0 0,0 37 submitting his bid, GENERAL STRUCTURAL NOTES INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, WILL BE REJECTED. ~ndow 8 Wood Frame,Double Pane: 40 0,390 t6 7. The controctor(s) sholl be solely responsible for oll s~fe working conditions and sholl W5, ALL JOISTS SHALL BE INSTALLEB WITH SOLID observe ell safety requirements estoblished by jurisdictional agencies end owner. Where Gl, ALL WORK SHALL CONFORM TO THE REQUIREMENTS BLOCKING/ BRIDGING AT 8'-0" O,C. MIN. 9. BOLTING: COMPLY WITH REQUIREMENTS OF AISC "SPECIFICATION FOR STRUCTURAL Wndmv lO:wood Frame,Double Pane 20 0390 8 conRkts exist, the more sldngent requirements shall apply. Care shall be exercised to avoid OF THE STATE OF NEW YORK BUILDING CODE. lX4 STRAPPING SHALL BE INSTALLED IN PLACE JOINTS USING ASTM A325 OR A490 BOLTS." WndOWBoor 5: Glass'Il: wood Frame:DoubLe Pane 1910 00390390 47 endangering personnel or the structure. G2, THE OWNER/CONTRACTOR SHALL SUBMIT 2 COPIES APPLIED CEILING IS NOT INSTALLED. 10. ALL WELDING SHALL CONFORM TO TNE REQUIREMENTS OF THE AMERICAN 8. The contractor(s) shall obtain workmens compensoNon and lidbilRy insurance in the OF STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW/APPROVAL WELDING SOCIETY tAWS) STRUCTURAL WELDING CODE STEEL 01.1, LATEST sums prescribed by the contract w/ the Owner . Owner A 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 Derapliance The p~opesed buildin9 deelOn de~cdhed hotels e~nsisW~withthebulldlag addUional [nsureds, MINIMUM OF TWO(2) WEENS FOR THE REVIEW TO THE REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOC, SHIELDED METAL ARC METHOD OF WELDING SHALL BE USED FOR ALL WORK. plans, specglcatione, and other calculations submitted w~h the permltapphcahen, The proposed build,ag has been descried to meet BY THE ARCHITECT, LEAVE GAPS AT EDGES AS RECOMMENDED, WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS the 1995 MEG requlremerds in RESch~ckVerslon 3 ? Release 1 and to c~mply with the mandsto~, requirements listed in the TEMPERATURES SHALL BE IN AOOORRANOE WITH THE AISC AND AWS REB¢I~;~ L~ti°n~.~t ~--l~mp~n~Y N[~a e~'j 9. The contractor(s) shaLL furnish and be solely responsible for all temporat7 bracing SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGED BY WELDING IS TO BE required to maintain stobflNy of the structure during construction, GR. TEE GENERAL CONTRACTOR SHALL BEAR SOLE W7. ARA RATED FLOOR SHEATHING TO BE 3/4" T&G PLYWOOD SUBFLOOR ~ ~2.J~l.z~ ~l% J~/cGf-~ 12 ~ 10. The contractor(s) shall protect all surfaces, finishes, ii,Lures and equipment to remain CONSTRUCTION AND SAFDY ON THE JOB SITE. O.C, INTERMEDIATE FRAMING MEMBERS ANO 6" O.C. AROUND 11. MINIMUM FILLET WELD SIZE SHALL BE 1/4" UNLESS OTHERWISE SHOWN ON THE van HengelRes~denoe Page lot5 ~ ~ to prevent damage or soiling during constructTon, 04. ALL DIMENSIONS AND ELVATIONS SHOWN'ON PERIMETER, DRAWINGS. RECORDS OF WELDER QUALIRCATIONS SHALL BE MAINTAINED AND 11. All cutting cad patching sholl be done by the generol controctor(s) end sholl be the TME STRUCTURAL DRAWINGS ARE SHOWN FOR WB. ALL METAL FRAMING CONNECTIONS SHALL BE SIMPSON OR AVAILABLE FOR OWNERS NEVZW. responsibility of the G.C. to see tho( the Rnol porch is not visible offer finish(es). REFERENCE ONLY AND ARE GENERALLY OBTAINED EQUAL. FROM THE ARCHITECT. DIMENSIONS ARE INCLUDED 12. PROVIDE ALL pLATES, CLIP ANGLES, ANCHORS, POUR STOPS, BENT PLATE, AS INFORMATION COMPLIMENTARY TO THE W9. METAL FRAMING HANGER SCHEDULE (U,N.O.): CLOSURE, AND MISCELLANEOUS PIECES AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. 12. The storage of materials and equipment shall be located os required by the site ARCHITECTURAL DRAWINGS. GENERALLY, 2X JOIST/RANTER ............... LUS SERIES -- -- d e eloRmenl.n. AB OH ITECTU RAL BIMENSIDHS WlLL GOVERN OVER STRUCTURAL DIMENSLONS. LAYOUT OF MICROLLAM ............................... BL]V SERIES 13. ANCHOR BOLTS, BASE PLATES OR BEARING PLATES SHALL BE LOCATED AND BUILDING FOUNDATIONS OR OTHER OTHER ITEMS TJI UOISTS ............................. ITT SERIES BUILT INTO CONNECTING WORK. PRE-SET BY TEMPLATES OR SIMILAR METHODS. 13. install fiberglass batt insu[aUon interior jo~st MAY BE MADE USING THE STRUCTURAL DRAWINCS POSTS ......................................... BC CAP / BASE ALL PLATES SHALL BE SET IN FULL BEDS OR NON-SHRINK GROUT. ONLY AFTER THE CONTRACTOR HAS REVIBNED THE TRUSS ENDS - RAFTERS ............ H SERIES "HURRICANE" CUPS 14, Boors shall be as specified in door schedule. ProWde inlerchangeable storm and screen B[MENSIONS AND COMEAREB THEM TO THE 14. ANCHOR BOLTS MAY NOT BE REPAIRED, REPLACED OR MODIFIED IN THE FIELD units for oll screen doors where specified. ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES, WlO. 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 sholl be os specified in window scheduM, Provide insect screens for oll TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. ALL OTHER WOOD: 0-60 15. COLUMNS ARE REGUIRED TO HAVE A MINIMUM OF FOUR ANCHOR BOLTS. ~Ll[[.,p]~ OPENIN~ C~ITE~IA Col)~igh~©Thomp,o. Pad,,is ~a~hitccu,LLC ALLP. IGETT9 ~9~P. VED operoDng sashes. CONTRACTOR IS TO VERIF~ ALL DIMENSIONS, ANGLES, SEE pLAN FOR SKEW / SLOPE REQUIREMENTS. Dra',,/i1~gI~uc ELEVATIONS, etc. PRIOR TO THE START OF ALL HANGERS TO BE FULLY NAILED 16. WHEN INSTALLING EXPANSION BOLTS OR ADHESIVE ANCHORS, THE CONTRACTOR 16. All glass wflhin 18" of the floor sholl be tempered sofety gl~ss, All wlndows adjacent to CONSTRUCTION OB THE FABRICATION OF RUILDIN6 PER MANUFACTURERS NAILING SCHEDULF. SHALL TAKE MEASURES TO AVOID DRILLING OR cUTrlNG OF ANY EXISTING TNI5 NOU~E I~ LOCATED IN A WIND IB, Ot~',IE DEtSf~[S t~.,EC~[ON A8 No. ~,to 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 TNE I~C 2003 I!SUILDIN~ CODE. TNE PLAIN WIND FORCE I ~ ]~sueforPez'mW]ConstruGQon requirements for safety glass in hazardous locations. W11. ALL BOLTS, NAILS AND ASSOCIATED FASTENERS EXPOSED TO THE PRLOR TO PLACING BOLTS OR ADHESIVE ANCHORS. t~JESISTIN~ SYSTEM5 ~ TNE HOUSE HA'GE ~EEN DESIGNED A5 AN G5. THE GENERAL CONTRACTOR SHALL FURNISH COMPLETE WEATHER SHALL DE HOT DIPPED GALVANIZED PER ASTM M53 ~=NCLOSED ~UILDING~. A5 5UC::H, THE OI~J'4Et~./Af~CHITE(:::T 5NALL 2 ~ IssneforPermiWConsm~ctlon 17. All operable windows nnd exterior doors to be weatherslripped and ali windows shall be SETS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS WITN A MINIMUM WEIGHT OF ZINC COATING = 1.00 OZ,/FT, 17. ALL STRUCTURAL STEEL THAT IS LOCATED IN EXTERIOR UNHEATED SPACES, caulked, TO ALL SUBCONTRACTORS FOR USE IN SHOP DRAWING INCLUBING STEEL DIRECTLY EXPOSED TO WEATRER, SHALL BE HOT - DIPPED COOf~$:>INATE TO ENSUf~JE ~OMPLIANCE WITH ONE OF TNE FOLLOUJfN~, PREPARATION. W12. ALL WOOD FRAMING CONNECTIONS SHALL BE FASTENED IN 6ALVANIZED 18, All exterior trim shall be Mohogony, Western Red Cedar or Azek, wHh pabted finish ACCORDANCE WITH NY STATE BUILDING CODE, UNLESS OTHERWISE I. ALL C~LA85 5NALL I-IA¥'E IMPACT f~ESISTANCE ~LA~'IN~ THAT unless olhe~[se noted. All trim shall be primed and back primed before installation. All 06. CONTRACTOR SHALL IDENTIP( ALL EXISTING LOAD INDICATED. 18. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCH. OF ANY FABRICATION OR ERECTION CONFOI~h1~ WITH ASTl"1 E 18,~, (~,-I) AND A~TI~ E I~, (~,-2). running joints & cul ends shall be pdmed& glued during installation. All outside corner BEARING ELEMENTS PRIOR TO WORK AND SHALL ERRORS OR DEVIATIONS AND RECEIVE WRITTEN APPROVAL BEFORE ANY FIELD CORRECTIONS ioinls shall be mitred. DESIGN ANB PROVIDE SHORING AS REQUIRED TO SUPPORT WI& WALL SILL PLATES SHALL BE ANCHORED TO FOUNDATION ARE MADE, GAS CUTrlNG TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERROR.~ CONSTRUCTION. WALL WITH 1/2" DIA, A307 HOT-DIP OALVANIZED ANCHOR WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. O~ 19. Precautions sho[I be taken to minimize air borne saw dust created from cutting CCA BOLTS ~/WASHEBS SPACED 4'-0" MAX. Dr'awin§R~st~tona treated members. Dust masks shall be worn by anyone working in the ~mmediate area THERE SHALL BE A MINIMUM OF 2 ANCHOR BOLTS PER SECTION OF 2. CONTt~.ACTOf~/OUJNE~ ~t4ALL Pf~O¥1DE WOOD 5Tf~JJOTU~Z~,L PANEL5 where treated members are being cut. PLATE, WITH A MINIMUM THICKJ'4ESS <2t= -f/l~," f=I~JE-CUT TO CO~tEf~ ALL ~LA85 No. Da. By ANCHOR BOLTS SHALL HAVE MINIMUM 7" EMBEDMENT iNTO CONCRETE. ON THE PIT'ST AND SECOND 5TOf~IE5 ~ THE NOUSE. TNE PANELS 1 ~],~ Generalnotcs/Fmm[ngDcta/1Rcvised JA'I Z;E I N LO Z 5 T E LE REINFORCED CONCRETE .~HALL E~E ~TOf~JED ON 51TH IN A f~EADIL¥ ACCE551E~LE At~.IEA ~ITH W14. ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE ALL HAf~,DUJAf2E NEOE85A~¥ Fof~ P~OPEf~ INSTALLATION (~EE (PET2 It~I~ 2~) cl, GENERAL: ALL CONCRETE WORK SHALL CONFORM TO THE TREATED (COQ ~YPES B & D OR CRA-A, CA-B) LEVEL OF FASTENIN~ SCHEDULE tSELOW). IN ADVANCE ~ A NI~N UJIND FLO0~ LI¥~E LOADE~ AMERICAN CONCRETE INSTITUTES (ACI) "SPECIFICATIONS TREATMENT SHALL BE JN ACCORDANCE W/AWPA STANDARDS FOR EYENT, THE OU./NE~ ~HALL INSTALL THE Pt~/E-~UT PLYWOOD PANEL~ UNIFC~a"I C~NC~41RA'~ FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI 301) RETENTION BASED ON END USE APPLICATION (ABOVE GROUND USE, C~.~.C~Ipd~4~¥ ~ USE LO~,D (Pat=) LO~9 (Lt56) AND "BUILDING CODE REQUIREMENTS FOR STRUCTURAL GROUND CONTACT, DECKING, ETC.,..), O'~/E~ THE ~L~ OPENIN~ ON TNE FIf~i~ST AND ~EC. OND ~TOf~IE~. I~E~,IDENTI~ CONCRETE (ACI 318). ADDITIONALLY, ALL ~LAS~ OPENING~ AIBo'¢E TNE ~ECOND (N<:A~-eLE~PI~) ~ N/A W15. FOR OPENINGS 6'-0" IN WIDTH OR UNDER, INSTALL 1 JACKSTUD + 1 AND ALL OPENINGS UJIDEf~ TMAN ~ FT. 5HALL HAN,4E IMPACT j ~elDENTI~L ~ N/A C2. CONCRETE FOR MIX DESIGN: FULL HEIGHT STUD. FOR OPENINGS OVER 6'-0", INSTALL 2 JACKSTUD t~JESI~TANCE ~LAZINE~ A~ ~PE,CIF[ED IN ITEI"i I AISoYE, J ($LIiIEPI~) + 2 FULL HEIGHT STUDS, UNLESS OTHERWISE NOTED. f~Z)<::)F LIVE LOAI:>$ (~NOUJ) f'c = 3000 PSI (MIN.) AT 28 DAYS w/c RATIO = 0.50 (MAX) W16. ALL HEAOERS SHALL BE PER HEADER SCHEDULE, ~IND E~ORNE DEISt~I5 Pf~OTE~TION FASTENIN~ 5CFIEDULE ~I~:;~NI:~ ~N<::~ LO~::> GP~) 4~ ~ SLUMP = 4" UNLESS OTHERWISE NOTED ON THE PLANS, I/JO0 Tf UC, TLIf ,AL PANEL5 ~/ THOMPSON I RAISSIS I ARCHITECTS, LLC AIR ENTRAINMENT: 6~ FLAT ~ eN~ LO~ (PT) 3~ F, e4. W17, ALL OPENINGS SHALL 8E FRAMED WiTH DOUBLE MEMBERS ONE DOCKSTREET I SUITE 300 I STAMFORD CT 06902 SUBMIT CONCRETE MIX DESIGN FOR APPROVAL PRIOR TO UNLESS OTHERWISE NOTED ON THE PLANS. FA, TENEt PAC]N T 203,399,0100 ~ F 203,399,0101 ~ ExPg>~ FAC'r<O~ ¢c~) ~.e CONCRETE PLACEMENT. W18. FASTEN WOOD NAILERS TO STEEL BEAM TOP FLANGES WITH FOOT ~, FOOT It'tPOKT,&NCE P~T<:Y/~ (b) I~ C3, REINFORCING STEEL SHALL BE ASTM A615, ORADE 60, 3/8" DIA. A307 BOLTS AT 3'-0" O.C. STAGGERED UNLESS FA TENEI PANEL . PAN OTHERWISE NOTED ON PLANS. TYPE < 4 FOOT < PANEL . PAN < PANEL 5PAN TFI~"I,AL FACTOf~ (C:t) b~ C4. BAR DETAILING SHALL BE IN ACCORDANCE WITH THE -- < ~ FOOT _< E~ FOOT VanHengel RESIDENCE I/,111'41:) LOAD~ "ACl DETAILING MANUAL-1998? PLACEMENT DRAWINGS ~ Block 8, Lot 3, Fishers Island (USEO UJII'H A, eCE I DEelC.44 ST,4NDARI~) BARSHALLsuPPoRTSHOW THEANDNUMBERAcCESSORiEs.AND LOCATION OF ALL 21/2" ~o 1E," 12" ~" ~ Southold, NY C5. CONCRETE COVER SHALL BE AS FOLLOWS ~ i ~ND E~a'~RE ~ CONCRETE POURED AGAINST EARTH ............. 3" 21/2" ~ I~;~11 I~II 12" General Notes & WOOD SCI~EW5 CONCRETE POUR IN FORMS INTEI~N,AL f~,~ Ca:;~-t:FlClSl~tt +/- ¢.1~, BUT EXPOSED TO EARTH/WEATHER: " Specifications C.C~II~:~IETS 4 CL~DDiNCl P~I~ EGUATK~N T~,E~LE #5 BARS AND SMALLER ........................ 1-1/2" &. FASTENEfP.5 ~NALL E~E INSTALLED AT OI='POSINC~ END~ OF TNE LLkDOD ~TfP. UCTUfP-~,L PANEL. Kle~tZ~I~C2¢¢¢ #6 BARS AND LARGER ......................... 2" ~ ~ -" ~s C2 E~EIE~I"IIC, (E..&t~THG~UAK, E) LOADE~ b. UJt4ERJE 6cP. EWS Af~E ATTACHED TO MASONRY OR f'IA.~ONR¥/STUCCO, TNE¥ SHALL tSE e><~--r-lF, t f,~ eROTICal R3~10.2 OF IR~ 2~ ATTACHED UTILIZING VIE~,TION-f~.tESISTANT ANCHORS NA'v'ING A MINIMUM ULTIMATE ~ WITHDfRALUAL CAP~::::IT¥ ~ 4~0 POUND~. ~ 0625 FA. TENEf;R ,PAC. FA. TENEI;R PANEL . PAN 4 FOOT FOOT TYPE < 4 FOOT < PANEL . PAN < PANEL 5PAN -- < FOOT < FOOT 21/~'' ~ 1~,, 12" ~" 21/~" ~ I~'" I~'" 12" 9 I 10 V ~ I I !8~, I Wood frame platform & ~ ~ ~ [ _ , I ~ ~ , ,, ~ stairs over cone. slab r ~ U ~l L Hi j Lo.s= (-)1 -5-5/8 ~ r .... ~ Ii i ' ~ I I~ I J/ ~ ?'~-~, J-'f' J I I self cJosi,g r------q ..... I J J j ,,, -,, , , , , , , I I I I I I s~aJr wer[ ~ contrac[ors J Oil Tank6~ ~ ~ ~.0. ~smt Slab ~ .... d = . _ -- -- j ~ ~ ~ j 275 GaL ~ Basement ~ ~ ~ I I J install 5/8" fire-code ~ BOI ~ m I out mech rm 1 hr ~ ' // J mech contr, to confirm size ~ Pin frae[ waft ~o fouM. w/ ~ , re ra[ing~L~ _ ~ J 4,_0,, x 4'-0" x 12" w/4-~4 r .... ~ .... q ~3 robot (Typ.) I ~ ' ,, I 4,_8. I I r~q~'r~d~ I ~ I ~ I / I I - / , [ ~ J ~SEMENT S~ ~ .... J u __~ __ ~ J ,L~/ j J 4" Reinf. conc. slab on 6 mJk poly. ~ J ~ Mech. ~ j ~ j welded wire fabric over cu~ain drain 3eom Pocket j .r ~ sys. of 4"~ peffora[ed pipe ~ 8'-0" ~ ~ 6'-8' stone. ~ nstall preformed fiberglass window well L ] =~ -- ~/ drain (Typ.)~ I. ~ -~ ~Wall ~ung laund~ sink T.O.S= (~)~'-~- ~ ~ ] I  ~ J ~J J ' I Pre-formed windo, we ~,,~ I 2T-11~" j, ~ Dower frost walls footi,g ' ~ 5~5 Rebor (Typ.) J J ~" Reinf. cone. s~ab on 6 m[I pdy. j J J vapor ba~er, ~/ 6x8 wl.4xwl.~ J welded wire fabric I Fin. Grade 2-1/4 Red-Brick Mud bed Slab On 6 Mil Poly Vapor Barrier 6" Crushed Stone Compacted 2#5 Cont, 2#5 Rebar dowel 5 Cont. ~-, T.O. lstFlr- Sub. Br T.O.Stem W~ ~ __e .ofi,°nDetail:P°rchTyp' Gasket T.O. 1st Flr- Sub. fir ~.~.~tem Wall -(2) 2x6 Plates ~ T.O,Sheff T anchor bolt 1/2"xlg (Typ) ~ fi-O" ~ max 1' 0" from oll corners. window Anderson2820, or equak Install preformed fiberglass window werl w/ Brain (Typ.) 'Tuff-N-Dr¢ Waterproofing system. Pre-formed window werl Grovel 12' Deep Cont. typical (4) sides of all openings in foundation Top & Bott. ~(ey-Typ, L Asphol( Exp. Filler t/5 -Typ, - (' Conc. Slab On 6 Mil Poly Vapor Barrier Over 6" Crushed Stone Issue for Permit/Construction Issue for Permit/Constraction THOMPSON I RAISSIS I ARCHITECTS, LLC ONEDOCKSTREET I SUITE300 I STAMFORD CT 06902 T 203399,0100 I F 203.39B0101 Plan: Foundation 10" 1'-10" W" Perforated p'pe O 8-0' o.c. cu~ drain system Tn 12" gravel bed Section Detail VanHengel RESIDENCE Block 8, Lot 3, Fishers Island Southold, NY Plans Foundation/Basement JM 114" A 0625 10/26/0 1 00 F G I 4 5 BTIco 103 60" Tub ~a Studyf Window /Fireplace Study 104 6'-6" 5'-10" 12'-4" 60'-A" 32'-0" 15'-1~" Bedroom 102 {~) 101 ~ Tuscan Column Typ. Rod? Flush w/ Finish Mudroom 108 Porch 4x4 Cedar post w/ lx4 T&O Cedar 105 Dining Rm 106 31'-¢ a~ T.O. First Floor Sub-floOr ~-~ (o'-o") 38.5 Terrace 16'-0" Bench/ Cubbies/ R/F ]07 DW Brick paved landing Align edge of slab & pavers w/ face of veneer pier Roof line above 16'-0" 60'-4" Plan: First Floor 1/4" = 1'-0" 7 I 8 I Alum. Drip Edg~ K-S[yle Alumn, 5/4x Wd Fascia lx8 Soffit Farester Bed-mold Model: F51940 (3) 1-3/¢ x 9-1/2" L¥ 10" Dram. fiberglass tumcan style col. 2x8 Ceiling Joist 5/8 T&G bead board 2" Bluestone River-Rock Veneer T.O. 1st Flr- Sub. fir (+0'-o") I I 6" 1'-2" 6" (~) Detail: Section 114" = 1'-0" 10 2 Issue for Permit/Constxucfion By THOMPSON I RAISSIS I ARCHITECTS, LLC ONEDOCKSTREET I SUITE300 I STAMFORD CT 06902 T 203.399.0100 I F 203.3Bg,0101 VanHengel RESIDENCE Block 8, Lot 3, Fishers Island Southold, NY Plans First Floor JM 1/4" A 0625 mn6to6 101 Bedroom 202 6'-11~" -- 8'-5" MasterBath I 201 205 207 Frame for'future open'g to su 203 / PuLI down stair 15'-1~" [ 5'-8¼" drain Bedroom 2 2O4 Bedroom 2o6 inen Cab'[ above 16'-0" Egrem Egress 32'-0" 12'-0" 44'-0" Plan: Second Floor 5" K-Gutter w/ 5" Diam round down spot (Typ.~) O below 8:12 8:12 8:12 8:12 4:12 4:12 Plan: Roof 8:12 Issue for Permit/Construction VanHengel RESIDENCE Block 8, Lot 3, Fishers Island Southold, NY Plans Second Floor & Roof 0625 ~0ao06 102 THOMPSON I RAISSIS I ARCHITECTS, LLC ONEDOCKSTREET J SUITE300 I STAMFORD CT 06902 T 203399.0100 I F 2a33990101 I 5 I 6 I I 8 I 9 10 --Louver Door T 2" Bluestone Chimney Cap 4" Stone RTver Rock Veneer. Typ. Asphalt Shingle Roof-Typ. ~ T,O. Plate -- Wd shingles siding w/ 5" exposure typ. Asphalt Shingle Roof-Typ. 10" Round tuscan coJumn typ. --1-3/4" Historic sill nosing Typ, shingles siding w/ 5" exposure typ. 12" L.C.C. Copper Fleshing (Typ.) Elevation: North Cap +Coping 4" Stone River Rock Veneer LC.C. Copper Flashing (Typo 40 Yr Asphalt Shingle Roof-Typ. Wd shingles siding w/ 5" exposure typ LC,C, Copper Ftashfng (fyp,) I04A Wd shfngres siding w/ 5" exposure typ. t/ Kitchen/ Ubrar) ) T.O. Plate -- 1-3/4" Historic sill nosing Typ, Sub. Fl - 2nd Fi. Cone. Found, Wall to be covered w/ landscaping Elevation: East & attfc exhaust fan 12 column typ. Issue for Pcrmit/Cant/ruction Issue for Permit/Construction THOMPSON I RAISSIS I ARCHITECTS, LLC VanHengel RESIDENCE Block8, Lot 3, Fishers Island Southold, NY Exterior Elevations ~ E!e~a!ion :~ South Q~ Elevation:u4,,;1'-0"West __~ 0625 A 3 4 5 I 6 I I 10 E F Attic 301 Fascia 16" o.c. w/ R35 Bart Insul. Bedroom 1 2O4 M. Bedroom 206 207 12 16" o.c. w/ R35 Bott. Insuh Study 104 Living Rm 105 Dining Rm 106 Kitchen 107 11-7/8" TJI @ 16" o.c. Beom Low BO1 I Q~) ~,u__i~_do!ng Secti°n 6 Fascia T. O. Plate 12 Sub. Fl-2ndFl. T. O. Plate Sub. Fl.-First Fl 2x8 Ceiling 8 2x12 Rafters Alum, Drip Edge K-Style Alumn, Gutter 5/4 x Wd Fascia mold F51940 Cor-A Vent 5/4 x 9 Wd Frieze --LC.C Flashing drip edge typ. @ all windows l'-f' : Eave 12 8 '1  -- crown 'CLC-932' or~&.. ~ ~ frT~ze ~ Detail: Eave @ Entrance Porch Future Cupola light shape. Framing dim. per 2nd floor plan 12 .- AtQc ~. a.c. w/ R35 Ba@ M. Bedroom 206 Stair Hall 201 I IDining Rm 1106 11-7/6" Tdl @ 16" o.c. w/ R35 Bott, Stair Hall o 11-7/8" TJI @ 16" o.c. (3) 14" LVL (Law) -- Basement B01 Building Section 1/4" = 1'-0" 12 Issue for Permit/Construction JAT THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE 300 [ STAMFORD CT 06902 T 203.399,0100 I F 203399.0101 VanHengel RESIDENCE Block 8, Lot 3 Fishers Island, NY Building Section 0625 ~oa~/oE 202 rq ROOF CONS -40 Yr asphaJt shingJe 15# felt Weather~akh @ eaves, ove~angs & valleys -5/8" CDX P~wood shf'g.-2x12 raffem @ 16 o,c. -R 35 iasula~on @ @caUon mqui~d 12 "Prop-A-Vent" Baffle Typ. Hurfican simpson H2.0 clips typ. @ all rafters 2xi0 @ 16" o.c. w/ R55 BaR Insul. Aluminium Ddp Edge. ~x8 Fascia lx Soffit. Car-a-venf Flashing @ all window Typ, 3/4" Th HI-R Sheathing Simpson CS16 Coil Sirop Typ. M. Bedroom 206 WALL CONS~RUCTION-17P. -Shingle Sidhg, 5" Exp. -Home Slicken Drainage Course -30# Asphalt felt or weather watch -1/2" Ext. grade Plywood Sheat'g 2x8 Framing @ 16" O.C. -5/8" Gyp. Bd. __ lx Apron Copper pan flashing @ all door sills ~, 2-Vt Mud 4" Rein[ Conc. Slab 6" Compact Gravel Compact #5 Dowel @ 12" o.c. 1/2' x 8 Anchor Bolt @ 6'-0" o.c. & within 1' O' @ ail comers- (2) #5 Top & Bo@. -- aCanc, oTound~ion Tuff-N Dd Ex'teNor foundation waterproofing system, w/ 3/4' dg~d board insul. 2x4 Key Dining Rill 106 ? (2) 2x6 P.T. plates 3/4" Advaatech subfloor- Glued & scm /ed 11-7/8" TJI @ 16" o.c. Basement B01 Geatexti[e filter Gravel fill Expansion joint 4" ¢ Pefferated Drain ' (5) #5 Cont. 1' 6" Min. 1'-10" 4" Reinf Cong. Slab 200 underslab membrane system Turn up wall 8" min. -- 4"¢ Perforated plpe @ 8'-0" o.c. curtain drain system in 12" gravel bed Wall Section ~) Sub. Fl - Attic T.O.Flate @ Kitchen~-- Cont. Ridge Vent ~urnmium Drip Edge. 5/4 x 6 Fascia lx SoffiL MasterBath 2O7 12 ROOF CONS. - IYP. 40 Yr asphalt shingle 15# felt weathe~atch @ eaves, overhangs & valleys -5/8" CDX Plywood sht'g. -2x10 rafters @ 16 o.c. -R-35 insulation @ location required 2x8 Ceiling Seal sheathing to framing w/ expanding foam Kitchen 107 11-7/8" TJI @ 16" o.c. WALL CONSTRUCtiON I~P. -Shingle Siding. 5" Exp. Home Slicker. Drainage Course -30# Asphalt felt or weather watch-1/2" Ext. Grade Plywood Sheat'g-2x6 Framing @ 16' O.C.-R-21 Bo@ Insulation. 5/8" Gyp. Bd. -- Simpson ~IHD Holddown Typ. BO1 0 0 Wall Section 3~4" = 1'-0" Duesbne Chimney Cap.- . ~NY Premium Gray/Green ~ E ~ ~ Rock Face Edge. O'-O" ~ ~6xSx18 Granite Block - _ ~ ~~ ~Anchored w/ Stainless Sth __ __ __ :- ~// Dowel to Cop ~ Base 2'-4" ~-- ~~ ~ ~ ~ -Cement Wash- M~xed ~] IL .... ~ Reinf. & Ac~I 60 ~ ' 6" Stone Veneer - / ~ Stone Edge ~ ~5 Robot, Cant, -Ve~ical /Re~h~ng - Step Per ExL line of CMU from < ~5 o6 Smoke Chamber~ -- _ amper 1x4x8 FirebrTck, Herringbone' ~ ~ ~ dh: K~/ I pattern on wall, runing bond (~) Plan: Second Floor 3/4" = 1'-0" I (-8" I ~ Mental and trim. Woodwork or other combustible mderiols shell not be place within 6 inches (152mm) Wood mantel by Owner~ , ,, ~ of a fireplace opening. CombustTble material withir~ 12 ~ 2-6 ~ inches (305mm) of the fireplace opening shall ~ ~ ~ ~ project more than 1/8 inch (3.2mm) for each -- ~ ~ . ~ ~ . ~ / 8'¢ Boiler Flue 1-inch (25.4mm) d?st~nce from such openTng rom propane tank~ ~d? ;v ~ ~ ~ ~ ' ~~ ~ ~ Fpo Down to Crawl Space. 3" ¢ Combustion Air Inlet ~ ~ - Fobrlcded SD. Damper, , " ~ ~6" CM~ Full Grouted-T 1 0mere IssueforPermiWConsmlcQon JAT I ,\ #5 Rebar, Cant, 2 ~zmIssucforPenniffConstracfion JAT I :o I - / CMU FII __ I I' THOMPSON I RAISSIS I ARCHITECTS, bbC ~ 3' 8" 1'-0"  ~ I VanHengel RESIDENCE I ~ 'mock .a __ ~ .~, 4-t-t-t-t-t-t-t-t-l~__~ .~..-~ ~ --, .~ ,-- --"~-2--4- .-~ --~-- ,a uFishers Island, NY J I' ~""~ -~ ~ ~ '-[-~~B~ement~ Chimney #5 2 6" c.c. ea. way I l __1 #o Wrt,oo, da., t,. ,-- / ~/4" = 1'-o" ~/4" = ~'-o" .~_ 0625 G I 2 I 3 5 6 1.155 TUE~E C~L. ABOVE A~'t4NCHOR BOLT~, 12" MINi each way I/4" F~ICATE ~T ~LDED TO (2) 3/4" DIA~. TH~ ~OLT~ P.T. U J/~1mpm~q Column Cap T~p. (-)~O-I/4" 4 Dowel footln~ bo ~11 ~/(5) ~ ~bar TWp. -T~. ~-~-~/4" BAEE PLATE ~/ 1114-3/4" DI~'I. A3~:'I ~qCJCR- -- -- ~J~ ,,,~,~H ~A',' * ~ ~. ',l', ~ C2) 11-1/5" P~O 3b~ 3(~O el~" O~. ' IlL I '-~" X 3'-~" 12" R'~ LU/~-e4 ! ::~R~::;K. ET, 2-3/4" DIAM. A30~ '~ ~ ~ I iIITW~ I iii I I I" MIN. ~(P. (4) SIDES 4" Laily Column w/ 2'-~"~2'-~" x 12" Ftc. ~X~ U~DOD P.T. pOST ABOVE [U/ ~IMPEON ~ POST BASE 488 TUBE COL. ABOVE ~/4" BA~E PLATE U J/ ~.-3/4" '~ ANCHOR BOLT5 EMBED FA~f;!ICATE 5EEL BF~&~--KFT7 ---- ~-3/4Ii DIAM. A30'/ THf@U BOLT 'lIN. PER BEAM eib" O~;. 4'-O"x4'-O"x12" ul/4-e4 EACH UA¥ · BOTTOM TTP, Tube Doum I I' I , I I I ~, I '" --~_ ~I _ ~-, ..... ~=, J~I Structural Plan: First Floor Fraxrdng 1/4" = l'-O" 3/4" Wd gdSteel 3/4" Sub FI W14x22 steel beam 5/8"x5"x12" Plate~ ' I ~"~ ~/(4)-3/4" _ ~ ~ ~ r /16" Rate Bolt Tube Typ. (3) 1-5/4" x 11-7/¢ LVL (Flush) I' HSS 3x3x1 HSS 4x4xl Slot Tube Slot Tube Typ 5/16" Beam on concrete foundation (Beyond) ~ '-5/16" Plate T,O. 1st Fir- Sub. fir ~ W12x26 STEEL BEAM T.O.Stem Wall % ~,~ 11-7/8" PRO 360 @16" O.C. (3) 1-3/4"x 14" LVL(Low) HSS 5x5x1/4" Chevron Brace Detail (Kitchen Area) I/2" = IL0" SASE PLATE N4" ~J/4-3/4" TO.Shelf BEARI~ PLATE , 2-5/~" DI/~'I. ~" EMBED TDIIJ, ( -)11-1/4" \ I I[ ~'Steel //3/4" Sub C_Steel LLL~1 ~ W14x22 steel bea~ I/4" Plate Stif HSS 4x4x1/4" I/4" TUBE COLUP1N ABOVE. UJ/ BOLT5 ~" Plate w/ (4)-3/4" bolts 5/16" Plate Erection Bolt '~ q~ T.O. lstFlr-Sub, flr (*0'-0") .~_ T.O.Stem Wall T.O.Shelf Slot Tube Typ. Plate 1¢ Plate W12x26 STEEL BEAM Slot Tube 4x4x1 Chevron Brace Detail (Bath Area) I 8 I W1434 Steel Beam 12 Custom boxed steel beam w/ 1/2" thick W1422 Steel Beam 1/2" x 6-3/4"W Plate welded to clipped flange 1/2" StTffner plate each side of web Steel Beam Detail @ Kitchen Area 11-7/8" PRO 360 @16" O.C. HE~E)EF~ SCHEDULE (LJ,N.©.) OPENJN~ IIJIDTH LINTEL 51ZE EACH 3'-6" OR LE~ :2 - 2~ I I/2" OVER 3'-'~,'' TWRLI E'-,~" 2 - ~Xl~ OVER B'-,~" 2-P4"X~ I/4" TN~ 'P-G" MICROLLAM LVL OVER l'-b" 2-P4"Xll 1/8." THRU T-~," MICROLLAM LVL OVER T-e," TNRLJ 12'-,b" MIC~OLLAM LVL 4. I/2" 10 PROVIDE 5IMP@ON H2.~ HURRICANE TIES · ALL R~FTER tBEAR LOCATIONS A5 TEN@ION HOLD DO~N TO ~ALL TOP PATE~ 2X~ OR 2X4 e l~'" UJ/ I/2" PLYU~OOD ~44EATI4[NO ON ~ ~IDE. FA~TEN ~ COHMON ~ 4" O/C pANEL EDOEE. T' O/C PANEL FIELD PROVIDE DOiiBLE PLATE ON TOP ~ BOTTOM ~ALL 1 arum Issue for Permit/Construction 2 ze~ Issue for Permit/Construction THOMPSON I RAISSIS I ARCHITECTS, LLC ONE DOCK STREET I SUITE30O I STAMFORD CT 06902 T 203.39B,0100 I F 203.399.0101 VanHengel RESIDENCE Block 8, Lot 3, Fishers Island Southold, NY Structural Plans First Floor Framing 0625 ~o~o~ 1 O0 PI~,OViDE 51MPE:,C~ N2.~ HURI~ICANE TILE e ~L ~FTE~ ~EA~ L~ATI~N5 TOP PAT~ ~ ~ ~" OIC PANEL FIELD ~OMIDE DO~LE PLA~ ~ TOP 4 BOTT~ 51M~ ~TWD H~LD D~ ~. M ...........I ~ ~ ~ ~ TTP. · EACH ~D ........ i ..... i~ ~ ~ ii i ~ EH m x, 1,2" EVL Header ~ ~ ~ ~ Smctur~ Plm: Second Floor Fr~ng a THOMPSON I ~ISSIS I ARCHITECTS, LLC V~Hengel ~S~ENCE ~Block 8, Lot 3, Fishers Isled Sou~old, S~c~ Plus ~S~ond ~oor Framing Pf;~VlDE E~IMP~5ON H2.5 HUR/;;,gCANE ¢372X~, MIN TIE5 · ALL ~ff~c~ ~E~ LOCATION5 ~ PLATE iNTO ~NC~TE 2x~ Ot~: 2x4 e I~" Ill/ I/~" PLYU~DOD E~[EATHIN~ ON C/NE 51DE. PACTEN ~/ · " O/C PANel FIELD ~VIDE DOBBL~ PLA~ ~ TOP 4 ~OTTO~ ~L SIMPSON H2.5 HURRICANE CLIP SIMPSON STHD HOLDDOWN HEADE~ 51MPE~:~N CE~I~ COIL 5T~p (SE: PLAN) ~ LENGTH ~ ~ ., C ~I~D AT DO0~ / ~1~ : CL~R SPAN 0 ~ IN XT I0 ~ T~I ' - END ~ - LENGTH tJI ~lo~ng b~e~ ~ 51ZE PROVIDE MINIMUM 1 Jole~e For a~La~ __ END DISTANCE o? e~ar wall J ~R TO PL~5 ~ /~ ~ eNEATNI~ EQUAL NUMBER 0F ~CH END ~/ ON STRONg-TIE CS16 ~ S~ctur~Plan: Attic Floor Fr~ng ~i ~--~' .,-~.~.~*s,. SIMPSON CS1 6 COIL STRAP TTPICAL ~I~OE CONNECTION ~ETAIL ,, , / ~ ,,, , ,~ - - J I m ems i ' III "," '" J J ~ Imf ~llm II JoleL =/5-l~d =~m~ PLT~D E~lO~ ~NEATNI~, ' B , / v s. ~d ~f[~ ~ i. i.v THOMPSON I RAISSIS I ARCHITECTS, ~LC V~engel ~S~ENCE ~Block 8, Lot 3, Fishers Isled ~A~c & Roof Frog oof PLAN) ~ ~o~EN~/ (~EE ARCH. l) i SlabC~FillI il ELECTRICALNOT[S I I I I I [ 1. Electrical Contractor shall obtain all inspections and approvals 13. Distribution shall be circuit breaker type. mquired by local, state and national codes and shall be responsible m ~ ~ m [ i [hat all elect~cal work called for on drawings is code compliant. 14. Dedicated circuits shall be provided for high draw equipment ~ ~ ~ L ~ J ~ and appliances. F / m 2, All electrical layouts are schematic. Exact location to be m m~ ~ ~ m ~ tfL~ m ~ reviewed ~ approved o~ site by Owner, prior [o Emectficio~'s wiring 15. ~1 electrical receptacles shoal be Decors 5325, duplex type, m ~ ~- ~ ~ -m ~m ~ Ts installation. 15 amp min., color White, U.O.N, Wall plates shall be "screwless, ~ j ~ ~m m m m m m L _ I 1~ ~m i __ ~ ~w(- ~ m ~ , ~ , , / m~ ~ i i 3. All security, telephone, ond oudi~-visuol deWce IocoUons ~re to ~ m ~ ~ --~ ~ m , m ~ m m / m m be opproved by Owner prior to seeing boxes ~ pulling wire. By LV 16. All gghBng control toggle switches shall be quiet type, Decal ~ --~ ~ ~ ~~ ~ ~ ~ ~-- ; Sub. 5601series, color White, U.O.N, Dimmer switches sh~ll be Dscom ~ ~ ~ ~ m m L lO601-P(6ODW) or 11001-P(1000W) series as load requires. ~wP >. m ~ m m m m ) wa~mofE~cpt. 'm. ~ m I 4. Ni electrical devices ~ figures shell be coordinoted w/ Interior Provide dimmer switch ~t locations indicated- Review IocoDons prior m '.. I ~ ~ I ] ~_ ~ m m m I I m m/ ~L m m m mDmwings.Contractor shall notify chitect of anydiscrepancies, to rough-in.AbovoCo Regpt. m ~ ~ m m ~ m ~/ [ m m [ m Interio~ d~votion dmwinoa shall aupercede eleetriool plans mlokive to ,~ F ~ ~/ '" I m ~x .. m : m . ~ m ) ~ - ' ~ ~ m m [ m m m m m m m ~p~, ~i~h~r photo-~l~oM~ oK ionizoUon, ~ shall ba hord-~imd ko m- m ~. Mew 400~P und~r0round $~ige shall be installed in o po~r drouik ~ith no in~e~enin0 s~itoh. Seourity wndor shall $3 $wit~-3way ~ , ~1 -~ ~ m-~ m m ~ m m m m m [ oonformonce with Io~ol ood~. S~i~ size & equipmen~ ~uppl~ & install oll soCuri~y and fire d~eoUon related wire & $4 $wit~way m m L _ J _ - 5 i m mrequirements shall be coordinated by emac. contractor w/localequipment. / m m m uOll[y company, SD Swlt~-D~ above ~/) m ~ _./~x ] SLV Swi~-Low VolUge - Momen~ CoaUct ' X ] m 18. ~e fommowing mounting height guidelines oppmy unless othe~ise / ] m 6. owner shomm supp[y decomBve I{gh[ fixtures ~ Contractor sholl noted (U.O,N.). Note that numbers given ore [n [nches ~bove ) / ~. m m / m t m L )nstnll them, unmess othemlse noted (U.O.N.). finish linear (A.F.F,) to centermine of cover pm~te: ST 8wi~-T~er I I ~ I B~ement [ m ~ SWP Swi~h-Wa~mof I I ~ [ I BO1 I I 7. ElecMcol Contractor shall do ell necesso~ power & control · Line Voltoge Switches: 48", 6" HoRzonto[ from b~ck of ~ m I m m ~ ~ m wiring ~nd connections for dl mechonlcol equipment. Controls odjocent coslng to centerline of coverplote, Typicol Sd Swimh-l~b I m ¢ ~_ msupplbd by others. Coo~inote required so-ices with ~echonicol . OuReis: Baseboard, Horizonbl in center of Rot po~iOnm $F~ Swieh. V~bE Spc~ Fm ~nml m m i F - j m m Contractor.,Clock Outlets: 72" , Above Counter Outlets: 42" / ~ I I 8. Thermostats to be supplied & inatolled by HVAC Contractor. · m _ [ : - - n : .... x m m 9, Electrical Contractor shoal install ami telephone, data and W , Telephone Jack ~ Wall: 66" m / ~__ _ ~ I m m m I , Thermostats: 5~' ~ ~boae)ack-R~r ~ / /I ~ ~ I-~ I~ ~ I ~ I , wiring and b~ckboxes w/ pl~ster rings. System Vendors orLow ,m mVoltage System Consultant shall supply & install communication & , Music Controls: 54" ~ (2)4P~CkT.~,2RO-6. HomeRun~l~to~on I I~ ///' I ~ I I I I I I 19. Numbem beslde other devices indicate nonstandard mounting ~ l~cfiongox-Ro~d information devices. Wire all telephone end ~ data poffs with I I ~ / ] I ~ ~ ~ ~ ~ ~ I Structured Cable comprising (2) 4-p~ir ~isted, cotego~ 5, E end ~ ~ / ~ ] one 2 RJ-6 coaxial cable. Homerun oil w[ring points to cen~ol heights in inches ~F,F, to centerllne of coverplate. ~ l~cfionBox-Sqme m m / ; mm mm __ _ / ] m i patch panels, located in basement. m L /c~// m 2o. Ami bathroom exhaust fans shall be remote located. ~ ~omt m I m m ~ ~ m (Greenheck, Fontech or equal). ) I Mech. ~ I ~ I ' ' m m 10. Dectdcol Contractor shall supply Qnd install (2) 2-1/2" ~C ~ Oock~t [ _ J [ m m conduit with droglines from basement [o attic. ~ese conduits are m m Bo2 ~ ~ ~ - m m spares ~nd not to be used for initM cobles. Ce~gF~-Suffa~orSuspeaded i t ~mm -- m m11. Electrical Contractor shall supply and install oil line voltage 0 m [ I ~ J mdevices (switches, outlets, phone jacks, otc). [ J I ~ ~ I ~ Adjua~]~c~oa~ Light , __ :m,, -r:----~ --- othembe noted. Size per code. mm t [ ] I [ m To ~ no~ m ] ~ m m m ~c<~sc~tS~p~t-U~grC~MetorFn~ght [ Ught { ~ ~fior flood U~t-N~er of lm~ ~ sho~ I ., Porch I ~ ~austF~-Remot¢~c~on Elec cM PI : Basement m m m ~* m BO-A -' BO m m m m m m / ~ Type Rxture Monufoct. Model ~m~ , m Guo8tBa~/CL. ~// ~ ~ ~ ~ ~ ~. ~ ~0.. , B Recessed Lighloller 2000 ~C & 20~3 CD 3-3f4" White Par I Y r m t m m m ~ ~108 ~ '~ * C Recessed LightomTer 2000 PI & 2020 CD 3-3/(' While Par 20/50W Adjustable ~' > ~ m m -- ~-- i / ~. H~ds O E Recessed Lightomler 2000 LV & 2013 CD m~ m m 'x 3-3/4" White UR-16/50W Ad~usbble ~ ~ ~ ~ ~ ~ ' ~ ~ ~'''L -''/ Y r mm X.~ ;~ ~ - F Recessed Lightotier , 1002 P1 & 1013 CD White Par 30/75W ~ ~:J]]:::::: ....... ~ H Recessed Lightolier 1104 ICX · 1154 CD ~ White - ~ ~ -~ ..~ * I Recessed Lightolier 1100 lC & 1128 6-3/4" White A19/60W Wet Location - WhTke diffuser Dra~nghsu* ....... ~ ~ m I x ~ m m / ., ~ d Recessed Lighiombr 2026WH & 2000LVNT 3-3/4" White MR-16/50W Wet LocoBon No. Dam By ~ ~ ~ Y~ MR16/ 50W Adjustobme - In[egml Tmnsformer ' ' T" I '~C' [ / ~ ~{ II lh' ~ ~ ~ ~ L waft Wash Iris 3/MR LWW/C 3-1/2" White MR16/ 50W Electro mogneBc transformer- Confirm dimmer I ~o Is~eforP~Cons~cfiou ~ '- - m ~ i m m , L ......... I I m ~ m M Accent Iris ConRrm dimmer compotiNIRy t~ .... ~ .... ~ ~ ......... ~ ~ U Step Ugh[ Hadco RSC2HKSE 3X9 Bronze TIO/ 40W Ex~erior - ~ncondescent ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 07/ 7W Interior - Primed foce plate for print finish ~ ~ ~, / , , , , ~ / / ] ~ ~ ~ , ~07 , r~ 0 Step Ugh[ Cole T150H - Aim 2x4 Prime for ~ { ~ S~dy /, ~ r~ ___~ / 1~ __{_~ ~-~ ~ _~ lO6 ~ ~ _~____ ~_ ~_ { .~ _~ , p Undercobinot Alkco Hologen 120 - White 120V/25W Length AquonR[y-VIF; ' , / ff ~ / 1% m m / /m,x // ntm % m , m O0 Q Ligh~ Strip Juno '~roo-12" - TLI01 - Whfte Xenon E.C. to verify reqd lengths, quontmtmes ~ fosdo ~ ~ ~ ~/~ I m t / T3-1/4 Wedg MuRi-volt "Power supply cen~er, by Q-tan No. ~atc By -~ m [ .- m MRll/ 2OW Halogen spoUights. Track length & fTxture count / '--~ k / ~ / m m . m m / 'X ~x <%/ ~ J / ~ ~ m to be confirmed for each IocatTon, Transformer ~ J m m m ~ · ~ m L m shall be mulB-voR "Rower Supply Center, by / ~ vB B j m~// ~.0. J L S FLoure~cen~ Uthonia SB-2-40-~20-ES T~2/ ~OW 2 Lamp~ per ~x~ure r~ ~ .~ ~ ~ ~ ~ [ ~ ~ ~ T~2/ ~OW 4 Lamp~ per ~x~ure ~ mm mm I / T Flourescent Uthonia SB-~-~D-120-ES White ~~ m/i --~ ~ mm + ~ ~' ~/ U Ce?Jing SuVaco Quetzal ML 183 SeBes 13" ~20W ~nish - Match room hardware m ~ ~ ~ ~ ~ ~ ~ ~r~ ~ V Rourescent Alkco Li[Ue Inch HP 100/200 White T5 Flour Confirm lenCh ~ ea. location ~ , iWP R~ ~ ~ ~_ W~W.P. m m ~ ~ W Ext. Flood RAB QlW 150W Quo~z Confirm single or double headed ~ e~. location m m m ~To ~ A19/75W Porcelain keyless w/ globe ~ cage THOMPSON I ~ISSlS m ARCHITECTS, LLC , , , Ught %~ ~/ ~ ' X Utility Incandsc, m m i ~ % _ ~ m y Display Lucifer "Pukligh[" 2-1/4" Varies MR~6/60W See mglwork detoil for ir]m; Rnish to be m m , ~ ~ ~ ~ m d~,~rm,ned ~(Io(er do,e. Tron.form.r sh~llbe ON~DOCK,TR~T ISUITE,O0 I STAMFO,~ CT 06902 J J J ~ T¢~ace mmm m mulB-volt" Power Supply Center", by Q-Tram T 203.3990100 [ F 203.399.0101 ~ Z Heat L~mp Broon 161 ," ) ) ) { ,,, ~ ~ ~ } ~ ~ ~ M Semi-recessed Begs 2022 6-3/4" SS 50W GY 6.35 · ~2V ~ ~ ~ ~ ~ ~ 2-5/8" Whi~e ~R16/ 50W Adjustable, Low Volt~ge ~ ~ ~ ~ ~ ~ BB Accent Eurof~se R016 ~ GUI4 J JJ J / I i / ~ m m m 3-1/4" White MR16/ 50W Wall Recess Housing V~engel~S~ENCE / / ~ m m m CC Recess Wall Lucifer DHX ~ DL13W ~ mm tm mm mm m~ FF S~rTp Ugh[ Alko ~Slique" White T2 Flurescent Ve~ic~lLength ~Displ~Yquonti[y-Light VlF- Uno VoRoge. ~ ~ ~ ' ' ~ m Whi~e TS/ 52W 2 L~mps per Fixture ~ m ~ HH Cove La,hi Bliptipor 1301 Alumn. T~6 1/2 Confirm Len~(h ~ LecdDon ~ ~ ~ Supplied by O~ner - See schedule m m ~ Bascmcm / ~st ~oo~ m m ~ ~ EF Exhaust F~n Fentech FR Series Remo~e - See mech. notes for gill[ spec.- Size ~ ....................................... ~ ~ os specified by HVAC Contractor ~ ~nd~c~tes ~xture Used In This ProjecL E]ec c PI : kst 0625 ~ lO/'26/o6 ELECTRICAL FIXTURE SCHEDULE Type Fxture Monufoct. Model Aperture Rnbh Lamp/Wott Remarks Rev, A Recessed Lightolier 2002 P1 & 20t3 CD 3-3/4" White P~r 20/50W B Recessed LightolTer 2000 AIC & 2013 CD 3-3/4" White Par 20/50W C Recessed LightolTer 20aa PI & 2029 CD 3-3/4" White Par 20/50W Adjustable D Recessed Lightol]er 2000 AIC & 202g CD 3-5/4" WhTte Par 20/50W Adjustable E Recessed Lightol[er 2000 LV & 2013 CD 3-3/4" White MR-16/SDW Adjustable F Recessed Lighto[ier 1002 P1 & 1013 CD 5" White Par 30/75W G Recessed Lightolier IODO AICM & 1013 CD 5" WhTte Par 30/75W H Recessed Lightolier 1104 ICX & 1154 CD 6-3/A" White PAR 30/75W Shallow sbpe clg.-(14'-30'/ steep slope cig (30'-45') i Recessed Lightolier 1100 lC & 1128 6-3/4" White A19/60W Wet Location - WhTte diffuser J Recessed Lightolier 2026WH & 2000LVNT 3-3/4" White MR-16/50W Wet LocatTon K Recessed Lucifer DL2RW / ORT/ZF 1-3/4" White MR16/ 50W Adjustable - Integrcl Transformer 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 M/C 3-1/2" White MR16/ 50W Adjustable - Electro-magneBc transformer. ConfTrm dimmer compatibilRy N Step Light Hadeo RSC2HK51E 3X9 Bronze TIO/ 40W Exterior - Incandescent 0 Step Ught Cole T150H - Aim 2x4 Prime for C7/ 7W Interior - Primed face plate far paint finish paint P Undercabinet Alkco Halogen 120 - White 120V/25W Length & quanRty- Q Light Strip Juno '~Frac-12" - TLI01 - Whfte Xenon E.C. to verify req'd {engths. quontiBes & fosdo 12V/ 5W from interlor/millwork dwgs; Transformer shall be T3-1/4 Wedg Multi-volt "Pawer supply center, by O-tran Base - size os req'd; Bulb spac'g 3" typ. UON R Track Light Juno *Frac-12" - TLltO Black MR11/ 20W Halogen spotlights. Track length ~ fixture count ta be confirmed for each location. Transformer shall be mulB-volt "Power Supply Center", by O-Tram S Fburescent Uthonia SB-2-40-120-ES T12/ AOW 2 Lamps per F'x[ure T Flaurescent Uthonia SB-4-40-120-ES White T12/ AOW 4 Lamps per F'xture U Ceiling Surface Quoizel ML 183 Series 13" 120W Fnish - Match room hardware V Rourescent Alkca La[tie Inch HP 100/200 White T5 Flour Confirm length W ea. lacaUen Closet W Ext. Flood RAB QlW 150W Quartz Confirm single or double headed © ea. lacatian X Utility Incandsc. A19/70W Porcelain keyless w/ globe & cage y Display Lucifer "Puklight" 2-1/d" Varies MRt6/60W See mglwork detail far thru; Rnish to be determined at later dote. Transfarmer shdl be muIB-volt" Power Supply Center", by O-Tim Z Heat Lamp Broan 161 R4D/ 250W AA Semi-recessed Begs 2022 6-5/4" SS 50W GY 6.35 · 12V BB Accent Eurofase R016 ~ GUI4 2-5/8" White MR16/ 50W Adjustable, Low Voltage CC Recess Wall Ludfer DHX & DL13W 3-1/4" White MR16/ 50W Wall Recess Housing DD Recess Lucifer DHM & DL4X 5" White MR16/ 50W Shallow Ceiling Recess FF S[rTp Light Alke "Slique" White T2 Flurescent Vertical Display Light - Line Voltage. Length & quantity- VIF GG Rec Fleurescent Lithonia SP8 l'xd' White T8/ 32W 2 bamps per Fixture HH Cove Light Bli¢ipar 1301 Alumn, T~O 1/2 Confirm Length ~ Location ~. BO DecoraUve Supplied by Owner - See schedule '~ EF Exheust Fan Fcntech FR Series Remote - See mech. notes far grill spec.- Size as specified by HVAC Contractor RT ELECTRICAl. ~OT~ snap-on type". ~ ~ad ~cept. 10601-P(600W) or 11001-P(1000W) series os load requires. ~ ~oveCo~ur~cept Switch e ~tmn~ ~ requirements sh~ll be coordlno[ed by ales. contractor w/ Iocol equipment. l& ~e following mounting height gu,delines apply unless othe~be ST Swimh-T~r supplied by others, Coordinate required so.ices with aechenicol , Outlets: 9seaboard, Horizontal in center of riot po~ion. -- ~ Contractor. .Clock Outlets: 72" / 8. Thermostats [o be supplied ~ installed by HVAC Contractor. 1st R. · Sconces: 66" /~0~ /~¢~, ~ .~ ~ Switch O~ ~ Structured Cable comprising (2) 4-poir twisted, c~tego~ 5, E end 19. Numbers beside other devices indicate nons[~ndord mounting info.arian devices. Wire all telephone and W data po~s with ~ /~cfionBox-Squ~ ....... '' 20. AIl b6throom exhaust fens sh~]l be remote located. ~ patch ~onels, IocQted in besemenE ~-~J ~~ ~ ~ ~ ~ " 10. Electrlcel Contractor shell supply and in~ell (2) 2-1/2" PVC (Omenheck, Fentech or equal). ~ ~"-......~.::~ ~~ ~ ~~ /) ~5 sporesC°nduit with droglines from basement to attic. ~ese conduits oreond not to be used for initial cables. 0 R~scdDow~t ~~ ~' ~/~- ~- ~ - - ~ - ~ devlces11' ElectriCd(switches,Controc[Oroutlets, shaftphoneSUpplyjacks,endetc).install oil line volt, ge ~ ~L/------~ ~ ( ~ ~ 12' High v°ltagewidng sh°llbe c°pper'R°mex"c°ble'unless .................... · B Recessed Lightolier 2000 AIC · 2013 CD 3 3/4" White I Per 20/50W · I Recessed Lightolbr 1100 lC A 1128 6-3/4" Whrte A19/60W Wet Location WhTte diffuser ~'~ d ,ecessed Ugh%ol~er 2026W" & 2OOOLVNT ~-5/~" White MR-]6/50W We~ Eoco~ion M Accent Iris 3/~R ~/C 3-~/2" Whi~e ~R16/ 50W Adjus%Qble - Elec~ro-mcgne[~c [r0nsformer. Cop~ght~ompson~m~,~ O Light Strip Juno '7mc-12" - TLI01 White Xenon E,C, to verify req'd lengths, quantities ~ fascia 12V/ 3W from Tnterior/mTIIwork dwgs; Transformer shell be Q-Tmn. %~ ~ * X Utflity Inc~ndsc. - - A19/75W Porcelefn kay,ess w/ globe a  ~ y Dbpby Lucifer "Puklight" 2-1/4" Varies MR16/60W See millwork deMI for tam; Finish to be muRi-volt" Power Supply Center", by Q-Tran. BB Accent Eurofose R016 $ 6UI~ 2-5/8" While MR16/ 5OW Adjustable, Low Voltage THOMPSON I RAISSIS I ARCHITECTS, LLC ~ BO DecomOve - Supplied by Owner - See schedub V engel S ENCE i Sou old, NY Elec c Second oor 0625 xoa /o 102 ELECTRICAL FIXTURE SCHEDULE Type Fxture Manufact Model Aperture Fin,eh Lamp/Watt Remarks Rev. A Recessed Ughtolier 2002 P1 ~ 2013 CD 3-3/4" WhTte Par 2O/50W B Recessed Ughtolier 2000 AIC & 2013 CD 3 3/4" White Par 20/50W C Recessed Ughtolier 2000 PI & 2029 CD 3-3/4" White Par 20/50W Adjustable D Recessed Ughtolier 2000 AIC & 2029 CD 3-.3/4" White Per 20/50W Adjustable E Recessed Ughtolier 2000 LV & 2013 CD 3-3/4" White MR-16/50W Adjustable F Recessed Lightolier 1002 P1 & 1013 CD 5" White Par 30/75W G Recessed LightolTer 1000 AICM & 1013 CD 5" White Per 30/75W H Recessed Light@tar 1104 ICX & 1154 CD 6-3/4' White PAR 30/75W Shallow sbpe cig-04'-30')/ steep slope cig (30'-45') I Recessed Lightolbr 1100 lC & 1128 6-3/4" Whrte A19/60W Wet Location - White diffuser d Recessed UghtolTer 2026WH A 2000LVNT 3-3/4" White MR-16/50W Wet Location K Recessed Lucifer DL2RW / DHT/ZF 1-3/4" White MR16/ 50W Adiustable - Integral Transformer L Wall Wssh Iris 3/MR LWW/C 3-1/2" White MR16/ 50W Electro magnetic transformer - Confirm dimmer 36" compatibility M Accent Ir's 3/MR M/C 3-1/2" White MR16/ 50W Adjustable - Electro-magnetic transformer. Confirm dimmer compafibTiRy N Step Light Hodco RSC2HK51E 3X9 Bronze TIO/ 40W Exterior - Incandescent 0 Step Light Cole T150H - Aim 2x4 Prime for 07/ 7W Interior - Primed face plate for paint finish paint p Undercebinet Alkco Halogen 120 White 120V/25W Length & quantity- VIF; Q Light Strip Juno 'Trsc-12" - TLI01 White Xenon E,C, to verify req'd lengths, quantities & fascia 12V/ 3W from fnterior/mfllwork dwgs; Transformer shall be T3-1/4 Wedg{ Multf-voq "Power supply center", by Q-trsn Base - size as req'd; Bulb spac'g 3" typ. UON R Track Light Juno "Trac-12" - TLllO Black MR11/ 20W Hslogen spotlights, Track length & fixture count to be confirmed for each location. Transformer shall be multi-volt "Power Supply Center", by Q-Tram S Flourescent Lithonio SB-2-40-120-ES T12/ 40W 2 Lamps per Fixture T Flourescent Lithonia SB-4-40-120-ES White T12/ 40W 4 Lamps per Fixture LJ Ceiling Surface Quoizel ML 183 Series 13"' - 120W Finish - Mofch room hardware V Flourescent Alkco Little Inch HP 100/200 - White T5 Flour Confirm length @ ea. IocsBon Closet W Ext, Flood RAB QlW - 150W quorfz Confirm single or double heeded @ eo, location X Utility Incondsc. - - A19/75W Porcelain keyless w/ globe & co_ge y Display Lucifer "Puklight" 2-1/4" Varies MR16/60W See millwork detail for tam; Finish to be determined et later dste. Transformer shell be muRi-voR" Power Supply Center", by Q-Tram Z Heat Lamp Broan 161 - - R40/ 250W AA Semi-recessed Bega 2022 6-3/4" SS 50W GY @35 -12V BB Accent Eurofose R016 & GUI4 2-5/8" WhTte MR16/ 56W Adjustsble, Low Voltage CC Recess Wall Lucifer DHX & DL13W 3-1/4" Whife MR16/ 50W Wall Recess Housing DD Recess Lucifer DHM & DL4X Y' White MR16/ 50W Shallow Ceiling Recess FF Stap Light Alko "SIfque" White T2 Flurescent Ver[ical Display Light -Une Voltage. Length ~ quantity- VIF 00 Rec Fiourescent Lithonia SP8 1'x4' - White TS/ 32W 2 Lamps per Fixture HH Cove Light Elliptipar 1301 - Alumn. T-6 1/2 Confirm Length @ Location BO DecoreOve - Supplied by Owner - See schedule EF Exhaust Fan Fantech FR Series - Remote - See mech. notes for grill spec.- Size as specified by HVAC Contractor I 6'-6" ~ I I j ~ I f~fer to cMra~e door GARAGE SLAB-TYP 5" Reinf, conc, slob over I 6 mil polyethylene vapor barrier, 6" of 3/4" I c ushed stone on compacted fill. Reinf. w/ ] 48 ~lams~r, ~1 * 4'-~" 6x6 wl.4xwl.~ welded wire fabric. I O~tOL _ J e~athln~ to sill plate _ _. ~Sub. ~ - Attic I I I GARAGE SLAB-TYP ] I I I 5" Reinf. cone. slob over I 6 mil polyethylene vapor I I I 'barrier, 6" of 3/4" I ~ ~ ~ k I ' c ushed stone on Insf, a ~ I I I compacted fill. Reinf. w/ I 48 dlam I I 16x6 w1.4xw1.4 welded L 0.~, I m m wire fabrTc,m ~om ~ L -- - 7 ~ ~emt~ _ J O~mtoL _ J / I~" Tdl ~ 3~ A1 I~' ~ / / Fast, / L / 11'-~" ~ ~/~X~,,~ ~'°ra~/ To~mc.~,~: ~ 1~,, ?~ ~F o ~-~ m ~ ~ ATI~~ OX:. '-~ mmm /i , . .¢ - ,,, ~ ~ G~age: First Floor PI~ 3 ~4.. ~ ,,-0. m 12'-0" If-O" ¢ ,, ,, ..,I m ~ m ~ clips · vall~ ~ ........ ]~¢. I x] ~11 .x..~~ ......... I o ~ ~z , _, ,-,- --, ' ~ ~ ~ ~ ' ~~) ~% m ..... THOMPSON m RAISSIS I ARCHITECTS, LLC I I ~ I,I ~ To 1~ FI~ ~ ' m ~03.3~9.0~00 I F ~03.3~,0~01 (~) I ~/4" x ~ I~" LVL ~ Install~bott~oK2~/; ' ' Moor 4 ~e on ~op. (Tgp. / ~.. , 12'-0" 12'-0" 5-1/4" x ~-1/4" PSt : <_,~,, ~,, = m ~ m ~ clips ~ ........ ~. I x~d~ ~v'~~ ......... ~lmpe~ Cruet I& strap~x T 5 m mm O~a~ ]2n~ floor rim board (T~p. ~m~m/~ __ __ ~5-1/4 x 5-1/4 P~L ~ . ~ %~ - , ~, %- ; F~,, L t TX -~ ~hl ., I i i ._ , , , 5-1/4" x 5-1/4 ~L Pomn:/ line m/~ld do~ b~lom. /~ Install · (3) I 3/4" x ~ I~" LVL ~ Install ~ ~ bott~ or 2~/ ra~ c ~" ' ' Moor 4 ~e on ~op. (Tgp. / ~.. , 23'~1" ~able ~ walls)~ ~" malll~talltoSm JIlL ]L R~r~r to not~ on main Moor ~ramfnal VanHenge] RESIDENCE Install simpson A~4 Clip e all ridge to ~ Block8, Lot 3, Fishers Isled Sou~old, I~tall slm~e~ ~16 Ocli strap ~ ~ovlde solid bJo~ elude ~ point ~ O~age m Loads do~ to ?o~datl~ ~ ~oor Plus/Elevations H I i~?t~r ~l[ D~ 2xl~ · I~"o~. ~ G~age:SecondFloorml~ ~ Elevation:West ~ Elevation:No~ ~ ~ ~ 1/4" Gl01 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" ~ ~ 0625 JL 1 T- __ :qF I , I ~ T~ ROOF CONS, - I I ~ ~Y~h~ ~gle I J -15ff felt weatherwatch ~ eaves, /// C I ~ I ~ overhangs & valleys /// -5/8" COX Plywood sbt'g, ~ /// I I -2x10 rafters ¢ 16 o.c. ~ /// I I - ~x8 Fascfo _ lx Soffit. I ~ W~L~ ~?UCT~:~P. ' -Shingle Siding, 5 Exp. ~ J ~/~ -2x6 Framing ~ 16"0.C. ' I Car-a-vent -R-21 Ba(t Insulatfon. ~J J -- -5/8" W.R. Gyp. Bd. I I  1/2" Expansion joint Simpson ~D Holddown Typ. ~/2" E~ THOMPSON I ~ISSIS I ARCHITECTS, LLC . ¢5 ConL top ~ BoSom ~ ~ ~ ..... ~ ~.o. Foo~, ~ ~ V~engel ~S~ENCE ~ * ~ BlockS, Lot 3, Fishers Isled J_ (, ¢ Pe~eratsd Drain pipe. ~ ~ . ~ , ~ Sou~old, H ~ B~g / W~ Sections / De~s ~ G~age: Eave Det~l ~ Wall Section m ~ ~ Gl02 ~ 0625 HEADER E, IMPE~ON CSI,~ COIL E~TIRAp (a'EF PLAN) \ 1'-~" L~ - C~P ~ (TTPIC~ e CO~E~) ~ ~ ~~OpENi~//-- AND ~2C ~ THE ~OD ~D 2X ~hO~l~ CO~CTI~ ~ANUAL (~) ~ ~P5 NOT / (~P.) TYPICAL T~O O~ ~~ T~O ~00~ ~LL ELEV~'FiON ~,~,,.,,_.,, ~C~LE, ~" · I"~" (YIELD ~ OUT~IDE) ~1~ L~ ~,[p AT EACH ~ PLT~D E~E~IO~ ~HEATHI~, ~ I ~ (TTP.) ~ ~FER TO ~ / ~ER TO ~L~ ' / C~ATE ~OklP ~E~~ / //~ltH 2x ~P5 ~FEE TO PL~5 ~ //% .~ / ~LD DO~ / / ~,CAL .ALL t~ TTPICAL OO~NE~ DETAIL *c*~*, *". ,'-~" ~.,.,,,o~..,,..~,,,,***.,~ 1 ~ Issue for P~E Cons~cdon 2 ~[a Issue for P~E Cons~cfion JA~ " LENGTH CUT " LENGTH " '. CL~R .. SPAN F ~ PLA~ DOUBLE : ~ ~ ~" DIA~E~ ~ ONE DOCK STREET I SUITE 300 I STAMFORD CT 06902 , TOP PLA~ ~ J : //// ~ EPOXT ~ll~ HILTI ,' enD H2 HUI~ICANE /~/ Nit HT-IB~. 12" ~ / ~ , LENGTH ~ / CLIP INTO PROVIDE MINIMUM 1 / V~engel ~ B~ I~CC~ ~1~ ~T~ ~ BlockS, Lot 3, Fishers Isled END DISTANCE .. ' ~ ON IN~IDE O~ u Sou~old, SPECIFIED NAILS IN J ~CH END ~ ON STRONG-TIE CSI6 G~age SIMPSON CS16 COIL STRAP SIMPSON H2.5 HURRICANE CLIP SIMPSON STHD HOLDDOWN ~ ~ 0625 ~oPENiNa/ (,SEE AI~-J,-I. ~ ...~LL~ FO. ~"IZE..~.