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HomeMy WebLinkAbout32899-Z Town of Southold Annex 6/23/2012 P.O.Box 1179 2 54375 Main Road w Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35770 Date: 6/23/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Crescent Ave,Fishers Island, SCTM#: 473889 Sec/Block/Lot: 9.-2-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/28/2007 pursuant to which Building Permit No. 32899 dated 4/12/2007 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: alterations and covered porch additions to an existing one family dwelling as applied for. The certificate is issued to Parker Lane LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 3048076 5/21/09 PLUMBERS CERTIFICATION DATED 6/11/12 0 Tom Ravino Auth ed Si ature 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. 32899 Z Date APRIL 12 , 2007 Permission is hereby granted to: PARKER LANE LLC CRESCENT AVE FISHERS IS,NY 06820 for ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at CRESCENT AVE FISHERS ISLAND County Tax Map No. 473889 Section 009 Block 0002 Lot No. 007 . 001 ptarsuant to application dated MARCH 28, 2007 and approved by the Building Inspector to expire on OCTOBER 12 , 2008 . Fee $ 1, 664 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD 9 U E BUILDING DEPARTMENT TOWN HALL 765-1802 M AY 2 6 2009 APPLICATION FOR CERTIFICATE OF OCCUPLe C BLDG.DEPT This application must be filled in by typewriter or ink and submitted to the BuildingartmenffowtIUEI�1Wb111•'ing: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 - 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $1.5.00 ..yy Date. -7 ! o�C9 New Construction: Old or Pre-existing Building: � (check one) Location of Property: CleCA6 A,7- House No. Street Hamlet Owner or Owners of Property: PA4c�- 4 UC Suffolk County Tax Map No 1000,Section O B;ock o� Lot , 1 Subdivision Q Filed Map. Lot: Permit No. Date of Permit. `1�L ' 07Applicant: PIA'gA� 24' �..C.C_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant ignature ;;� rJL'rLPrJ�cJELrJ�rJ�r lrJLrJLPrJ�rJLLpLr�rJr frJ�r frJ fflfflLEffr�Q ff!'rJ�r�rJ�PrJ�rJ�r�rJrJ�rJ�rJ�rJ�rJ�rJ�rJ�cP�PrJ�rJ�cPrJ�r�cPcPc1��P�PS 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 5 jr I 5 5 Upon the application of upon premises owned by 5 5 5 5 5 TOP NOTCH ELECTRICAL SVCS, LLC. PARKER LANE LLC. 5 24 ANDERSON LANE ATHOL-CRESCENT AVE. 5 DEEP RIVER, CT. 06417 FISHERS ISLAND, NY 06390 5 5 5 5 Located at ATHOL-CRESCENT AVE. FISHERS ISLAND, NY 06390 5 5 5 5 Application Number: 3048076 Certificate Number:. 3048076 5 5 - 5 r5� Section: Block: Lot: Building Permit:32899 BDC: ns11 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement,First Floor,Second Floor,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the2ist Day of May, 2009. 5 5 Name OTY Rate Rating Circuits Type 5 5 Appliances and Accessories 5 Dish Washer 1 0 1.2 KW 5 Exhaust Fan 4 0 F.H.P 5 5 Furnace 1 0 Gas 5 5 Service 5 5 Service Disconnect: 1 200 cb 5 5 Servicel Phase3w Service 5 5 Rating200Amperes 5 5 Wiring And Devices 5 5 AFCI 5 0 5 Dimmer 22 0 120 V 5 5 Fixture 10 0 Fluorescent 5 5 Fixture 87 0 Incandescent 5 5 Outlet 97 0 Fixture 5 5 Outlet 132 0 Gen,Purpose 5 Paddle Fan 8 0 5 5 5 Receptacle 1 0 20a laundry Appliance 5 Receptacle 1 0 30a Dryer 5 Receptacle 1 0 30a _Range seal 5 Continued on Next Page 1 of 2 5 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a P������������� ��@i jrL3PL 0 ��agU���LpLpLpL�LpLpC���LPLPL��������MpL�LpL��':', g ����(I�LP�������gpL�LpLp� ❑� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 5 5 TOP NOTCH ELECTRICAL SVCS, LLC. PARKER LANE LLC. 5 24 ANDERSON LANE ATHOL-CRESCENT AVE. 5 5 DEEP RIVER, CT.06417 FISHERS ISLAND, NY 06390 CC 5 Located at ATHOL-CRESCENT AVE. FISHERS ISLAND, NY 06390 5 5 5 5 Application Number: 3048076 Certificate Number: 3048076 5 5 S 5 Section: Block: Lot: Building Permit: 32899 BDC: nsll 5 5 5 Described as a Residential 5 occupancy, wherein the premises electrical system consisting of Cj 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the list Day of May, 2009. 5 5 Name OTY Rate Ratin Circuits Taae c5 5 Receptacle 13 0 GFCI 5 5 Receptacle 74 0 Gen,Purpose 5 5 Switch 53 0 Gen,Purpose . 5 5 5 S 5 5 5 5 5 5 S 5 5 5 5 5 5 5 5 - 5 5 seal 5 2 of 2 5 5 - 5 5 = 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 S a ��������������0_PLr1rJL -Ti 41���������������� o CERTIFICATION Date: Z Building Permit No. 3�g Owner: (Please print) Plumber: �Ced (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of , 20 KARLA S.HEATH NOTARY PUBLIC,STATE OF NEW YORK NO.01 HE6222563 . QUALIFIED IN SUFFOLK COUNTY Notary Public, County COMMISSION EXPIRES 05/24/2014 06/29/2009 14:03 FAX 631 788 7.798 FISHERS ISLAND UTILITY 0 002 6/29/2009 Gary, I re-inspected Jennifer Miller(BP#31822) residence to,confirm installation ol`hand rail and removal of electrical heater and wiring. 1 I confirm this has been done. I, also inspected installation of hand rails for Parker Lane LLC(BP# 32899).and they have been installed. ..Bob Ef RUC 1 2009 TOWN OFso Fp H010 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 G� Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Examined 20 0 Contact Trustees `Tz.11**/,Z- �►/him �s5`�' Approved 20 07 Mail to G%�i'i!iJ�9� Disapproved a/c OW Z l0 ` Phone: 4Zo767 ^ 7.). Expiration / D _ 20 �7 / Building;Inspector �'7 l �I APPLICATI&FOR BUILDING PERMIT MAR 2 8 ^ 7 Date/// ��✓ Z3 20� INSTRUCTIONS { a.This application MU T be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 ]--getsofplans;accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,•New York,and other applicable Laws,Ordinance or Regulations,for the construction of buildings,additions,or alterAtion' or for val or demolition as herein describ .The applicant agrees to comply with all applicable laws,ordinances,buildin ode, using code,and a ul do s, d dmit authorized inspectors on premises and in building for necessary inspe ions. (Signature of applicant or name,if a corporation) G 701W. 447X'r. 6,,- (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder UI Name of owner of premises -PA, (As on the tax roll or latest d If lic is orp tion ature of duly auth ed officer `Q uSSP fir» 1 T7 fir r/ (Name and title of corporate officer) Builders License No. Plumbers License No. ZI CP 5 ^fri Electricians License No. — MAC Other Trade's License No. 1. Loc t' n of lan on c pro osed work will be dome: House Number Street Hamlet County Tax Map No. 1000 Section 904? Block Lot �f r Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of prqpm'&vs and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy /l7l�i✓Lf 3. Nature of work(check which applicable):New Building Addition Alteration 'X Repair X Removal Demolition Other Work 51DI /; A"e— 4. Estimated Cost 379 Fee /30[/. 50 (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. / 7. Dimensions of existin•gg structures,if any:Front Rear ;2'7 f Depth eZ Height 3 -, -_ � " Number of Stories 7 Dimensions of same structure with alterations or dditions: Front 'y� Rear_ Depth '? Height 31 L to Number of Stories cP- 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front �i �J f - Rear 3/(® } - Depth 10.Date of Purchase ea2yW w Name of Former Owner AMbN16- 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO ;K Will excess fill be removed rfrom premises?YES_NO X 14.Names of Owner of remises � RZ Address 4 J 5L ;W�i No. 8bo-?G7 036 7 Name of Architect Address Phone No Name of Contractor Address, &rr Phone No. - q 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO_X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. CT STATE OF NEW-3i�) COUNTY OFW1 S? ASS ) being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the_TAB ri,4 � (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 knowle a and belief;and that the ork will be performed in the manner set forth in the application filed therewith. Swo to before me ti's., day of,P 200 a .r Notary Public Signature of Applicant �2 CONSENT TO INSPECTION Lb� the undersigned, gn ,do(es)hereby state; Owner(s)Name(s) That the undersigned (is)(are)the owner(s)of the premises in the Town of Southold, located at CMSCG+ /5t-VF,,AJL4Z F._' which is shown and designated on the Suffolk County Tax Map as District 1000, Section 00 ,Block a ,Lot� 7. That the undersigned has (have) filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: AV D1 T'/UIV ! That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. Dated: /704�� Z S�, -?ao9 .r/ .�71 (Signature) 11-01.rell Leo.✓ (Print Name) (Signature) (Print Name) I ` TOWN OF SOUTHOLD PROPERTY RECORD CARD 'ov - - .. OWNER._ STREET VILLAGE DISTRICT SUB. LOT � I OR OW OWNEA Q�q,/!";/-+� /N , y J E .� ACREAGE `fIk-ntvl'O' - S T� ,�s d W ,., TYPE OF BU-I.L-DING ZES. SEAS. VL. FARM , comm. IND. I CB. MISC. LAND IMP. TOTAL DATE REMARKS Fi .. 1L.n'M.rM..<� P ♦ !Y1 Wtl .6 +�T 45.( 1w G,• AGE BUILDING CONDITION r .Ln *g7s�od NEW NORMAL BELOW ABOV Farm Acre Value Per Acre Value Tillable 1 � Tillable 2 Tillable, 3 r Woodland Y V() , Swampland �i,f d4'-1t',":��§ • `��.�" Bru ► e House Plot Total l 1-- 1 I: vl. Bld tit /7 -- Foundation R t Bath U :xtension 3 � Basement - Floors :xtension X�-6 z Z4(6 `Ext. Walls Interior Finish 7 !/1!Y . :xtension Fire Place Heat V%b Porch Attic b<ry. e err �Z Porch Rooms ]st Floor X21 _! 3reezewey 6 /3 B Patio Rooms 2nd Floor i = 96 Sarege Driveway D. B. i , - - � 12 3 , 1 R \ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWIyER' l STREET VILLAGE DIST. SUB. LOT FQ�MER OW ER E ` .p.. 6: _rn L S7L ,2-�$ UCH LC =` e�,�� -! A S 1 Vim -� OF BUILDING RES. SEAS. VL. .3l FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS _ ec L G) C - 8 'sty 5�� �� 0 Zv o aLj - r er, 1A 02 ,ao a AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH " House Plot BULKHEAD Total DOCK �� COLOR TRIM. y M-. Bldg.. .. _... ...,.. Extension Extension Extension Foundation Bath Dinette -' Porch Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B 0. B. Dormer Driveway Total �J e c :: npr un ur u"i ulp J. W. nura�r" ni-oni o1C LL-L, Cou- (o /-loai. 115 Bokum Rood LJ J.W. HUBER F. U.Box 441 E;wx, CT ARCHITECT 06426 LLC (860)707-7334 0 ® FAX 767-1631 April 4, 2007 Via Facsimile To: Pat Conklin Building Department Town of Southold, New York Fax; 631-765-9502 From.; Whitney Huber, AIA Re: Lyon Residence Reconstruction, Fishers Island Number pages, including this page: 1 I am confirming that the new portions of the Lyon Residence have been designed for basic wind speed of 120 miles per hour. The design intent is to construct the two new porch roofs similarly to the existing porch roofs to maintain the historic appearance of the wrap-around porches. I understand that the building inspector may require details to be developed during construction to address structural hpid-downs rated for the 120 MPH wind exposure. We will provide such details as required by the inspector. Eagle Windows and Doors will provide windows and exterior doors rated for high winds and impact resistance for wind-borne debris as required by the Residential Code of New York where any new window or door unit is shown for the project. ED ��w T IV F ko F'0F Nt•V3 04-04-2007 15:00 SOUTHOLD BUILDING DEPT 16317659502 PAGE1 i Apr 05 07 11s35a J. W. Huber Arohiteot LLG 860-767-1631 p. 1 5 Fi)kum Road TRANSMITTAL J. W. I ful."EIi -IEM' Itrrx CT ARCHI 06426 Date: —4 j 1 LI-C 860 767.7331 f © ©I FAX 707-1631 To: �oV'}��old-�•�e��� Job Name: �n i�4 .i_ ...�..F1.. r .lob Number; Attention: We Transmit. For Your: I 1 P(-I vcu,r a ciur^.I 1-1 Al)pr w•+l LJ �Q,1 farcwrtl) Rc.:vicw rrnd camnu:rn C Under separate cover ❑U,;(: f I Via n)odl f I_)i1;Iril,u(icm 1 I Vr., 1)(!1iv,.,y`i,.lvicC. ... .. . . vcold V fly 1 land ,...,, CJ Inforrnation (? Qlhc:r . _ 17 Other ..... �Rax ! fr:'pastes, includinq this pacle. Fa Nun�t)c�r: �_7U M �_ `?� Time.. (_)1icl1it,11 to folow vl,+ t71a,1 I IYu:. I 1 Nc, If l')rl>blam ru:Ca,r'r,witl, trow,mis:,ion, l.dr ,:,,i' call (860) 'I67.73a4 QTY DESCRIPTION DATE AC:110N aq Rcrnarks: I.K►�S—�_C'I 1'S_ + w+4e,1'ei�o .. .'�4►. Se�sto- '. C'oplos To- l_ ` Action Code; Caiutll �U-C.._....— n Approved Contractor ❑ __ •,,. _ 8 Approved as corrected mccholliStructurecal C Apprcwd os corrected rr•tiuhmif for r-cord Electrical ❑ — D Ravise& resubmit Plurnbincci ❑ E Rejected Civil Other f I..- Signed: _ .J. W. Hul)cr Architect LI.0 04-05-2007 10:35 SOUTHOLD BUILDING DEPT 16317659502 PACE1 Apr 05 07 11 : 36e J. W. Huber Architect LLC OGO-767-1631 p. 2 Parker Lanc, LLC Essex, CT 06426 April 5, 2007 Mr. Robert 1. Scott, Jr. Southold "Town Hall Board of Assessors P. 0. Box 1179 Southold, NY 11971 R( JOiJlillt) 1-iShc;rs Island properties owmxl by Pirliur Lane, 1_I_C: Tax Re-for(-.,rice Nos. 1000/009/2/6.1 & 1000/009/2/7 Duar Mr. Scott: As a principal of Parker Lane, 1.1_C 1 am requesting that our two properties on Fishers Island be joined and that on(,, tax number be issu(cd to replace the tax numbers listed above. Pleasc provide; Pat Conklin in the Building L7elmrim(c nt the new tax nuniber as soon as possible. The only thing that is preventing her from issuing a building permit to us is the assignment of a sinc),lc? tax number for thu property, We appreciate your expeditious handlinq of this matter. Sincerely yours, W. Cecil Lyon CC: Pat Conklin, Southold Building Department 04-05-2007 10:36 SOUTHOLD BUILDING DEPT 16317659502 PAGE2 L L Iv� . BGo- 7l�7-8�.31 T,,�kyNv) N v(�64, 1 vl,(/f a4v- p , '(�vl �� 1 �fva - 76,7 -733V Ite �p cra-Y�►`�M- 4a - 7G7 -1,�- 7a-- . � m e.Cn c rkt � -:L5cc po c:.b czrS� � LA 5 � a 7(o 4.� _nqR 9-11 a aagnH •P1 'C e6E SOT LO Ea -��W ho��pF SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Vs • �� Southold,New York 11971-0959 �0 Iy�DUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 10, 2009 Triangle Building Associates, Inc 6 Cedar Grove Terrace, Ext Essex, CT 06426 RE: Parker Lane LLC, Crescent Avenue, Fishers Island TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00 Final Health Department approval. Plumbers solder certificate (all permits involving plumbing after 4/1/84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit : 32899-Z additions/alterations �o��pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 1 197 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 25, 2011 Triangle Building Associates 6 Cedar Grove Terrace Ext Essex, CT 06426 Re: Parker Lane, LLC, Crescent Ave, Fishers Island TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00. (enclosed is outdated check) Final Health Department Approval. / Plumbers Solder Certificate. (All permits involving plumbing after.4/1/s4) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT : 32899 —Addition/Alterations OF SO�ryo Town Hall Annex ~� l0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 1, 2012 Parker Lane LLC PO Box 302 Essex CT 06426 Re: Crescent Ave, Fishers Island SCTM: 9-2-7.1 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed)' Electrical Underwriters Certificate. (contact your electrician). A fee of$25.00. (outdated check was returned previously) Final Health Department Approval. f/ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 32899 - Addition/Alterations Town Hall Annex ~� l� Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 1 97 1-0959 �O l�COUNT1,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 1, 2012 Parker Lane LLC PO Box 302 Essex CT 06426 Re: Crescent Ave, Fishers Island SCTM: .9-2-7.1 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$25.00. (outdated check was returned previously) Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 32899 - Addition/Alterations . N O V 1 8 2025 DO 45 Bokum Road �sarpil; P. O. Box 441 r e f W. Essex, CT 06426 UBR ARCHIITE T 860-767-7334 November 14, 2025 Mr. John Jarski Town Hall Annex Building Building Department PO Box 1179 Southold, NY 11971 Re: Lyon Residence Crescent Avenue Fishers Island Dear Mr. Jarski: Enclosed are the three sealed and signed copies of the 2nd floor remodeling plan for the Lyon residence that you requested. The drawings have been reduced to fit on 11 x 17 paper and are not true to scale. Sincerely, J. itney Huber AIA Cc. Linda Lyon; James Reid fowv �„ Pon. f�/04 0 P 3 2•�S � 1 © O 202 .-ROOM .. SFESK202 cltlmriey Aly',N FACES , FORDEYAILS I:CL CL�. (ED .. ® 203 _ 20II © cli i s _.....__-. _DN C> aN SEESK203 ie ®1 SEES 200 C\) FOR DETAILS t` ®1 9oi NAtl FORD TAILS in co ______ ____________ __________ ® Q52 4R CL © S„ c::) QED L lj r.. zoa �t�ut aemRmm ------ rQIN ©. i I H&L 20& REVISIONS HFD8O0ld Date Notes 8124107 REISSUED WITH WINDOW CHANGES IN IN ® 2 2 0 RO EYG RO ADDITION PORCH ROOF 9 P 9 P 45 Bk.Road ------ zw2 I I J.W.HUBER I I P.O.BOX"I LUJ U O CT©ENG n ARCHITECT n 06426 m 0 LLC 0 (660)767-7334 FAX 767-1631 a, Lyon Residence Reconstruction CL, Crescent Avenue Fishers island,New York 06390 J F 3 2& ❑ ;i srnemM E J IN FXG RD Second Floor Plan �kED 4,9 VTR'` ••= ny- Job No.06991 D f�T'1•—{ Drawn by CCS,DRS Date 6/13107 IN � N•• t _ I Checked by JWH RO Scale 1/4•=I'-0" RO 019221•�J F • 1.1 PA 6=4 ° 04 W 1832.55 P�� + rA --U / a�J1�l1Ls WESr STREET ._. plz ° 4 w `� m / V LOCATION MAf SCALE 1 =400 �' dI ul p�1 » r P� m z W . c Z m mi MAP REFEREE W TAX REF. -4 Q (-- / 100%09A�/7 1.) PLAN MADE FOR F.I. FARMS INC; SHOWING LAND TO BE CONVEYED TO AREA = 1.841 ACRES JOHN F. DALEY, JR.; FISHERS ISLAND, TOWN OF SOUTHOLD, NEW YORK; O` J < Y SCALE: 1"=40 FT; CHANDLER & PALMER, ENGRS.: NORWICH, CONN.; MAY SHED 1949 L " "f W O / O�`�' DRIVEyyAY 0 L of �- w O > W ' dg[E� ¢ O Z z 31 dK1_ mi W V (PO;I rl 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED Z p HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO i m W Z 0 BETWEEN THE CLIENT AND THE SURVEYOR-EXCEEDS -THE SCOPE OF THE > U Q NT w ENGAGEME . C) cp to N 2719.47 g�p�� F.� '� 1 O/ ENGAGEMENT. � � N � - W 2236.65 6 .�op0 �o A 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, W U (n UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO MONUMCNT a�j��0� H ui ::. �� ALTER AN ITEM IN ANY WAY. Ld Ld Y Z W a 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS Q W s14-y:. . �^ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 0' VEYOR. U BARN J " £-` ' /�. 00 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC RAIL FENCE /i 'y � ��t>t"� 9i O , S ;, AO Qs P "PROS"SURVEY TRIANGULATION STATION PROS' NIF 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP Q . - CHARLES B. 1000, SECTION 009, BLOCK 2, LOTS 6.1 & 7 IKE MOUND) N/� FERGUSON 6.) TOTAL AREA = 2.23t ACRES. �SHOWER JILL F_LI, ABETH 2 y , als ROGAN TAX REF. � �� � A'°F a �1 IRON CERTIFIED T0: /1000/009/2 6.1 ''. a� �-� G PARKER LANE, LLC P i�P 22't Ro l, \ D+ �,; + Q9VD') COMMONWEALTH LAND TITLE INSURANCE COMPANY N o AREA = 0.391 ACRES �5PIkr ANHOLE s o 5;p.1rz IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS OF THE Z a ND), `o Q` 0,0UND) NEW YORK STATE LAND TITLE ASSOCIATION. O U G� S 09$. __LAWN AREA MAINTA NED TITLE NO. RHCO6306241 _ o 100 E 6�'2 BY ABUT71N OWNER OF NE \ ` 5P/KC 1d 7T Ai 0 �40'F N 2fr45'20' E �IRIsW y�A - (FOUND) POLE IRON o 27.13' co DPP-� �0 > \ ' RAIL FENCE PIPC J� .�. ^L?� W p,• p0 N/I'r PULE Y 5� NAIL FISHER ISLAND (rOUNO) CIVIC ASSN. \ \ a o N/F Q o m ISLAND HEALTH // f sue. PROJECT, INC. i � � o 0_ `1 \ C2 m Q N �( �l �' \ IJ/F NOW OR FORMERLY o 0 _� QUALITY CONTROL CERTIFICATION VOL VOLUME w z Z z o o GROUP REVIEWED OA \ � o w cr i o Lli PROJECT MANAGER I,G PAGE a m 0 o cl 0 � B+ SURVEY \ \ \ !3F SQUARE FEET ENVIRONMENTAL DATE: 10/16/2006 CIVIL \ �C � STONE WALL 40 20 0 40 C ' S CALE: 1 " = 40 STRUCTURAL Mf=R�Np e RETAINING WALL ARCNfTECTURAL GRAPHIC SCALE IN FEET F1ItaE: F �1 SHEET: 1 OF 1 LYON RESIDENCE J . W . HUBER 0 econsC ion tru t Crescent Avenue LLC Fishers Island , New York h� �� : -�J. W. HUBER ARCHITECT, LLC March 22 , 2007 45 BOKUM ROAD P.O. BOX 441 ESSEX, CT 06426 (860) 767-7334 VOICE (860) 767-1631 FAX j.w.huber @ snet.net E-MAIL • CERTIFICATION OF Ab�breviatlons Svmbols Draw NAILING & CONNECTIONS REQUIRED. 131.0 Basement & Foundation Demolition Plans AB ANCHOR BOLT DWR DRAWER MFR MANUFACTURER SHT SHEET D1.1 First Floor Demolition Plan ALL CONSTRUCTION SHALL D1.2 Second Floor Demolition Plan MEET THE REGU!F­,4­, '7S OF THE ABV ABOVE EA EACH MIN MINIMUM SHTH SHEATHING D1.3 Roof Demolition Plan �: A/C AIR CONDITIONING EB EXPANSION BOLT MIR MIRROR Sim SIMILAR 11-11' Detail Number Detail Number D1.4 East & West Demolition Exterior Elevations; CODES OF NEW YORK STATE. ACC ACCESS EF EXHAUST FAN MISC MISCELLANEOUS SKLT SKYLIGHT (A]l 14 D15 North & South Demolition Exterior Elevations ACP ACOUSTICAL CEILING PANEL EJT EXPANSION JOINT MLDG MOLDING SLNT SEALANT . & RES Check Compliance Certificate `OM AS NIOTED -Sheet Reference Sheet Reference a t ADJ ADJUSTABLE EL ELEVATION NIM MILLIMETER SP SOUTHERN PINE S A,P,r), - I L. ADJT ADJACENT ELEC ELECTRIC(AL) MO MASONRY OPENING SPS SOLID PLASTIC SURFACING Section Key ALO Basement & Foundation Plan DATE:--- AFF ABOVE FINISHED FLOOR ENCL ENCLOSURE MTD MOUNTED SQ SQUARE Detail Key Al.1 First Floor Plan FEE: ALUM ALUMINUM EQ EQUAL MTL METAL SS STAINLESS STEEL B Y: A1.2 Second Floor Plan NOTIFY BUILDINc APPROX APPROXIMATE EXG EXISTING ND NAPKIN DISPOSAL STD STANDARD �� ,. P,4; N T AT AUTOMATIC EXH EXHAUST A1.3 Roof Plan 765-1802 8 AM 'TO 4:1-;,j '- " AUTO NL NEW LOCATION STL STEEL FOLLOW; RIDR 'FliE AWP ACOUSTICAL WALL PANEL EXL EXISTING LOCATION NIC NOT IN CONTRACT STOR STORAGE NIG BCS BABY CHANGING STATION EXP EXPOSED NOM NOMINAL STR STRUCTURALtot A2.0 East & West Elevations 1. FOUNDATION 11""D RFOU'RED A2.1 North & South Elevations FOR Pou['I­L� C BD BOARD EXT EXTERIOR NTS NOT TO SCALE SUS SUSPENDED) .,-� t�I.:, FDTN FOUNDATION OA OVERALL SYM SYMMETRIC DRAWING NAME 2. ROUGH - FF;Allv'�k�!G PLU1V112':1,\v,,,� BLDG BUILDING OC ON CENTER SYN SYNTHETIC 1/411 = 11 11 Door Number A3.0 Framing Plans & Details 3. INSULATION BLK(G) BLOCK(ING) FG FIXED GLASS ��J - 0 A3.1 Building Section 4. FINAL - CONSTRUC-i:0N MUST BLW ]BELOW FIN FINISH OD OUTSIDE DIAMETER SYS SYSTEM A3.2 Building Section BE COMPLET'E' FOR C.O. BM ]BEAM FIXT FIXTURE OH OVERHEAD S4S SQUARE FOUR SIDES ALL CONSTRUCTION SHALL MEET THE BMK ]BENCHMARK FLG FLASHING OPNG OPENING T TREAD Drawing Title A5.0 First Floor Light & Power Plan REQUIREMENTS OF THE CODES OF NEW BOF ]BOTTOM OF FOOTING FLR FLOOR OPP OPPOSITE TB, TOWEL BAR 0A5.1 Second Floor Light & Power Plan YORK STATE. NOT RESPONSIBLE FOR BOT 'BOTTOM FOC FACE OF CONCRETE PERF PERFORATED TEMP TEMPORARY DESIGN OR CONSTRUCTION ERRORS. BRG :BEARING FOF FACE OF FINISH PLAM PLASTIC LAMINATE T & G TONGUE & GROOVE A6.0 Schedules & Window Details BSMT BASEMENT FOS FACE OF STUD PNL PANEL THK THICKNESS) Window Type Key BTWN ]BETWEEN FT FOOT PNT(D) PAINTED) TMPD TEMPERED P1.0 Plumbing Riser Diagram BVL(D) IBEVEL(ED) FTG FOOTING PR PAIR TOC TOP OF CONCRETE RETAIN STO P�1 V1 A CAB CABINET FURR FURRING PSF POUNDS PER SQUARE FOOT TOFF TOP OF FINISH FLOOR PURSUANT CEM CEMENT GA GAUGE PSI POUNDS PER SQUARE INCH TOL TOLERANCE A1.1 2 Elevation Number OF THE TC)Vvt� ,­ CF CUBIC FOOT GALV GALVANIZED PT PRESERVATIVE TREATED TOM TOP OF MASONRY mk TOFF FIRST FLOOR CHT I CEILING HEIGHT GB GRAG BAR PTD PAPER TOWEL DISPENSER TOPL TOP OF PLATE Sheet Reference T CIPC ICAST-IN-PLACE-CONCRETE GC GENERAL CONTRACTOR PTN PARTITION TOS TOP OF STEEL CIR ICIRCLE GL GLASS, GLAZING PVC POLYVINYL CHLORIDE TOSF TOP OF SUB-FLOOR CJT CONTROL JOINT GWB GYPSUM WALL BOARD PWD PLYWOOD TPD TOILET PAPER DISPENSER Interior Elevations Key Elevation Marker CLG CEILING GYP GYPSUM R RISER TSL TOP OF SLAB CLK(G) CAULKING) HB HOSE BIB RAD RADIUS TR TRASH RECEPTACLE CLR CLEAR HDR HEADER RAG RETURN AIR GRILLE TOW TOP OF WALL CLS CLOSURE HDWR HARDWARE RAGC RETURN AIR GRILLE - CEILING TYP TYPICAL CMU CONCRETE MASONRY UNIT HORZ HORIZONTAL RAGF RETURN AIR GRILLE - FLOOR UC UNDERCUT P! ✓ UN,�Lriiwi COL COLUMN HT HEIGHT RAGW RETURN AIR GRILLE -WALL UGD UNDERGROUND AU REQUIRED COMB �COMBINATION HTG HEATING RBT RABBET UNF UNFINISHED & D _rL, CONC CONCRETE HVAC HEATING, VENTILATING, AC REF REFER, REFERENCE UNO UNLESS NOTED OTHERWISE TEST N�� CuvERING CONST CONSTRUCTION HWD HARDWOOD REFR REFRIGERATOR VAR VARNISHED) OCCUPANCY - CONT CONTINUOUS ID INSIDE DIAMETER REQD REQUIRED V13 VAPOR BARRIER USE I OR CONTR CONTRACTOR INCL INCLUDE, INCLUDING RETG RETAINING VNB VINYL BASE IS UNLAWFUL CPR COPPER INS INSULATE, INSULATING REV REVISION VERT VERTICAL PL u,�, VVITHOUT CERTIFICATE CPT CARPET INT INTERIOR RFG ROOFING VG VERTICAL GRAIN CS COUNTERSINK JST JOIST RH RIGHT HAND VIF VERIFY IN FIELD "I),E OF OCCUp;jN��y CT CERAMIC TILE JT JOINT RM ROOM VIN VINYL CLI-� CTR COUNTER KO KNOCK OUT RMV REMOVE VNR VENEER I-r- D DRAIN LAM LAMINATED RO ROUGH OPENING VPB VENEERED PARTICLE BOARD SCE', 01-Y T DET DETAIL LAV LAVATORY RT RATING W/ WITH EXCI DF DOUGLAS FIR LF LINEAR FOOT RWL RAINWATER LEADER WI3 WOOD BASE I% LLAD. DH DOUBLE HUNG LH LEFT HAND SARC SUPPLY AIR REGISTER - CEILING WD WOOD DIAG DIAGONAL LL LIVE LOAD SARF SUPPLY AIR REGISTER - FLOOR WH WALL HUNG �j j DIAM DIAMETER LT LIGHT SARW SUPPLY AIR REGISTER - WALL WDW WINDOW DIM DIMENSION LTH LENGTH SCP SCUPPER W/o WITHOUT DIV DIVISION LTL LINTEL SDP SOAP DISPENSER WR WATER RESISTANT DN DOWN M METER SECT SECTION WTW WALL TO WALL DP DAMPPROOFING MAX MAXIMUM SF SQUARE FOOT WWF WELDED WIRE FABRIC DR DOOR MBR MEMBER SGB SWING-UP GRAB BAR WWM WELDED WIRE MESH DW DISH WASHER MECH MECHANICAL SH SHELF XPS EXTRUDED POLYSTYRENE DWG DRAWING MED MEDIUM 4 rn rn rn rn rn rn LJ LJ LJ ' LJ LJ t. 1 3 r '1 r n r '1 r '1 r -k r I L J L J L J L J L J L J EXI5TING CUT 5TONE FDTN (NO WORK) rn L J r -i L J EXI5TING BOULDER 12 X 12 r n FOUNDATION r n BRICK L J (NO WORK) L J FIER,TYf 3 3 7 r -i r -t L J L J EX15TING CUT 5TONE FDTN (NO WORK) rn rn r "i r i r "i rn L J L J L J i t L J L J L J 1 1 1 1 1 1 1 1 1 1 REVISIONS 1 1 Date Notes EXCAVATE 1 1 CRAWL5FACE 1 1 WITHOUT UNDERMINING E EXG FDTN5 I t t I I I L 45 Bokum Road 1 1 2 J. W. HUBER P. O. Box 441 1 1 Essex, CT _ t 1 1 t ARCHITECT 06426 1 1 LLC (860) 767-7334 © FAX 767-1631 1 DEMOLITION NOTES 1 1 Remove brick foundation wall. Temporarlily support superstructure Lyon Residence until new foundation wall i_O built in same location. Reconstruction n I1 „ e II II 11 20 Remove inground cistern or fill with concrete. 1 II p II II II O I m I. II JL n 6 = Crescent Avenue 9 30 Remove brick pier if condition is too poor for repointing Fishers Island, New York i I - Remove any foundation of infill deck not part of original porch foundation.. II r. o a 0 Remove any foundation of side porch. 9 I i , A _ ' © Remove stair. i i Basement & Foundation �� 1 t O O Remove plumbing fixtures & interior walls of bathroom. 1 1 5 Demolition Plan ® Remove sidewalk and exterior steps. - - - - - - - -`� - r- - - i- - -I - - -I 9O Remove windows & frames. Infill masontry openings with brick Job No. 06-991 I similar to existing adjacent to opening. I OUTDOOR III III III III Drawn by CCS Date 3/22/07 EX ETAINING SHOWERWALL(NO WORK) OF I 51DEWALK I &5TEF5 Checked by JWH Scale 1/4" = 1'-0"GR I t I 1 I �tE R 1 Nam• ti .• ���`� �19 220•.���dt " � • O h t• t +^ i; T __ �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I j 11 0 if 12 111 1 u II u III I II o u 1' I I II II II III O I II II II 2 111 1 u u II Mr O _ _ _ _ _ _ u V ,4 2 II If 11 IF if 10 Lk 1 II = 9 II II I \ I I 11 I I / I tt II II 11 II IL .1L 4 II � II I I WIDEN OPENING TO P = I I I I I = �7-21/2" I y� �" 1 I I II I \ LL I I = d 6 = I I � II a \ \ fr -P I I I I p -f —11 11— T 1 I I I 1 1 I I II — — — — — — — � n 1 1 ♦J 12 < J I I 4 = 9 F = 4 I I 4 1 4 I I 1 ' . �� 1 I 1 1 1 — — — _ _ — — — — — — - _ :13 C I I -ulII 2 =4 1 II REVISIONS 1 14 5 Date Notes 14 II ' III II a \ 15 �� Syr — - — � � —• r - '7 45 Bokum Road P. O. Box 441 14 I I / 11 'i u I I 14 J. W. HUBER Essex, CT L J I ' ARCHITECT 06426 - — F - - - _ _ _ _ LLC (860) 767-7334 1 1<--- - - _ _ - - - _ - c DEMOLITION NOTES FAX 767-1631 1r - - - - - - ' I 13 - 7 I 9 15 I I I I © I 1O Remove infill deck , Lyon Residence 2O Remove porch railing. Save porch posts. Reconstruction DN ° 1 11 1 II I I li = _ _ !I O Remove porch floor boards & any porch joists or beams that are If I \ \ „ „ II II II 1 _ _ _ = III 3 deteriorated beyond repair. II_ II - i 1 Crescent Avenue '- - - "' "' �' I u —landing �If = c �, Fishers Island, New York 1 , 11k Remove exterior doors. Dispose of per owner's direction. 7 IL 5 Remove addition. Save portions of original orch that are salvageable. 14 I I ,I I DN I I O pP g ® 1 ' -RAIL HT 27.5" II \ UP II 11 �� © Remove non-bearing interior walls, doors, built-in items. =ff I 11 11 I IIF' _� = ICI O Remove stair to second floor. First Floor III= = a _ �, Demolition Plan Remove kitchen cabinets, plumbing & electrical wiring related to L -I- - - - - ,I I I Ili _ _ _ :NI kitchen appliances. Job No. 06-991 Prepare wall for new rough opening for porch door. DN@8.25" O 15 13 13 Drawn by CCS Date 3/22/07 10 Remove porch and stair entirely. Checked by JWH Scale 1/4" = 1'-0" 11 Remove entire north exterior wall from first floor to first floor ceiling. Remove porch stairs. �tE D q 13 Remove window. Infill window rough openings with similar materials �5.�N\��e y •��� as adjacent to opening. c�••� 'yam,c� O �•o ran�.�l 14 Remove window. Modify window rough opening for new window. CP •� � �� �,. 15 Prepare wall for new rough opening sized to fit new windows. , N �<" .... 2 2 ' 2 1 ' _ - _ULIF _ ' Bedroom 2rLL' ___ � II- - J+ - rp0 ,o III N o �LI --U2 `) 1 1 1 Bedroom 3 Bedroom 1 III `6 11 � 11 11 II n r ___====- t - - - - t.� .. - it — — — — — — - — — -rl Ir ' . t ----- - a L IF——- ---71 - 1 to L to ' 'I Yel low 1 � I r Bathroom I' ` —ur 1 11 � 11 'L - - -- 1 � _ I tI II L i' , r j-- I � 1 1 Bed room 4 ; I 11 t REVISIONS 11 „ 1 , r- ------ Date Notes I� ir IL_ III � 11 11 1 1 45 Bokum Road 11 - ------- IL - JL - -. - J 1 � - - -�_r - J. W. HUBEF� Esse,BCT JI06416 11 ; 11 � ,/ ILA ='J 11 � � � O � ARCHITECT rr- - - --- LLC E3 FAX)767� 6331 DEMOLITION NOTES Bathroom „ t II ' III � .— - • - - -. , 1 Remove non-bearing interior walls, doors, built-in items. o ! _ _ _ _ Lyon Residence - - - -J I O Remove window & enlarge rough opening for new window. Refer to window schedule on Sheet A6.0. Reconstruction DN III II II II 1 1 1 111 1 , II ,� 1 1 I 3 Remove north wall from second floor to second floor .ceilin �_ � � / III II II II II II II II 11 I I I g Crescent Avenue '_ _ _ _ - - �+ y �+ �I _II _'i� i O Fishers Island, New York " ��J 4 Remove porch roof. \ n Jill / I ` II Jill �I'I lI 5O Remove wall from rafters to second floor. Ot t O III I © Remove plumbing fixtures and related piping. 1 1 �Ij I 11 1 I I t , I Second Floor Bedroom 6 Bedroom 5 I I Demolition Plan it it it it Job No. 06-991 Drawn by CCS Date 3/22/07 Checked by JWH Scale 1/4" = 1'-0" RE� A ��•A\N1TNfy .y,� 0 A. N�••41 �- g 1 . 2 �.I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I IN I I I 1 - - - - - - - - L - - - - - - - - - - - - - - - - - - - - � r - - - - - - - - - - - - - - - - - - - - - i I I I I I I I I I I I I I I I I i I I I I I I I I W I I I I o I I - - - - - - - - - - - I I I I I I I I I EXG I I CHIMNEY I I I I I I I I i I I I RIDGE RIDGE I I I I I I I I I I EXG I CHIMNEY JQ� I I I I I I I I I I I I I I I I I I - - ! - - - - - - - - - I QI - — - — 41 I - - - - - - - - - - - - - - - 2 2 I I I I � III I I I I I I I I � Ii1 I I - - - - - - - - - - -I I REVISIONS I- - - - - - - - - - J Date Notes L I II I I I� II 5 D I I I I I I HE I I 45 Bokum Road J. W. HUBER P. O. Box 441 I II Essex, CT ' I ARCHITECT 06426 N — y ® LLC © FAX 767-1631 DEMOLITION NOTES FAX 767-73 1 I I I I I I 10 Remove roof of porch addition. Lyon Residence i- �- - L - - - - - - _ _ _ _ _ J. _ L _ _ _ _ � 20 Remove roof materials, sheathing & rafters. I I f Reconstruction I I i O3 Remove gutters & rain leaders. Crescent Avenue Fishers Island, New York I I I I I RIDGE I I I I I I I I Roof i EXG I Demolition Plan CHIMNEY I i ' Job No. 06-991 Drawn by CCS Date 3/22/07 Checked by JWH Scale 1/4" = 1'-0" RE l)) A �- RC 0 � rn moo,9 e�a�e 1 . 3 >A f A l! 0 " ! kk f10 4 tjL? � \N i / l \- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ,fl � - - - -_ ? % k f I � ♦ � I -_- - - 12 -_ -- -- O O� I ==--_-------_ ♦ � 7 2 �_ _ - - - - - - - - - - - - - - - - - - ♦ 14-3/4 fl - - - - - - - - - - - -- - 4 � Iv- - - - - - - - - - - - - " % - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - I TJ_ ----- ---_ - -__ - _`7 ♦ I I I L-4 I I I - - - - - - _ - -II I - - - - - - - - - - - I - - - - - -_ rrr= II-_-I�-Y - - - - I Fr- _ - J-rr=--I�� rr - �� I I I I I I I I 1- - _ _ _ _ - =1 I III III - III II �I _ JI DEMOLITION NOTES - _ - - - - - _ - - - - 4 - - T II II II II I- - - _ !I II I,r - - - - L - _ - - L J L - J II If II If I r-C IT - _ Ir TI�� _ _ _ _ L J L _ J II [ _ - _ _ - I -{I I III - _ -_ III III II- - r - 54 - II II 4t - - - - � � _ II II II II lO Remove vinyl siding, wood clapboard siding, _ - _ _ - L J - _ _ _ _ _ _ AIL _ III = - IL J _ _ _ _ _ _ _ - _ _ _ _ II 1111 II oornerboards, and other standing and running _ _ _ - _ - = _ _ _ = F _ _ - _ - - _ _- - _ _ _ - = - - _ - _ - _ _ - tlrim on walls. Do not remove any decorative trim on 1= _ _ - _ _ - _ _ - _ _ _ _ _ =1 R A A A A kAR A=R k;t�J=R.k;t R - R R I' II 1' 'I r000f eaves and rakes that is in serviceable condition. - - - - - - - - - - - - - - - - - - 2O strip asphalt singles and roof flashing from all roof - _ - _ _ - - _ - - - - - - - - - 1 3 - - - _ _ - _ _ _ _ aireas including main porch roof. _ _ _ _ - _ _ -'=-T II I II II 11 II - ,i ,,! _ , !'���'¢+"¢��' 3O remove windows & exterior doors. See also 1 II N I I II II III - _ L III I I II I - IIL _ JII _ JJ 11 / III IIOiI II \ II 11 / II! \ Sheets D1.1 & D1.2 I I I 11 _ - _ - _ 1 r,- - , I I 11 - _ , T11 = - - _ - _ IT/_ I I I I I I C 4 _ i I I L - J I f---�I I' _ 114 r— �I r1-_ _JAI I IIIIII 111 �1�!1 1I,17 111 1�1I 17 ® Remove exterior wall. 11 I I I� _ J[ _ _ _ JC = _ _ _ = 1 �T - �I�---��II N II II N 111 r = �L -_�J - _ it ICI li; ill ICI li it ICI I I II J L J _ _ Jl _ _ G _ - 1 I�,L__ J, IIII N II! !II II II - $ _ _ _ _ _ _ _ _ �- - _ _ _ _ 1 I 111 III I I III I I I I III I II Ir _ _ _ I ' III I I!I III N III C r � � - - I -_ - - 11 - - - - � - - - - - - - L\_ J L J L\ L _/J L\_ J L 5O Remove brick foundation. i f = _ i _ _ _ _ _ ,;IL--I_-J� ,IL_N_-J� - - _ _ _ - _ _ _ _ - _ _ _I \ I !I- �I I I _ _ - I \ I I I rR N _ _ _ �/\- \=./MI7A\74AT 17Autic_7Av/R '77\\-/A[�\v v/W 7A\-IAT/ v v v- ���_ v - v v ] I - - v - - - - v-v W v L L v d v v i v v v v LA -v v- )f ) )E l` �(_> �(_ 1= - - _ >E - - - (-�(='�c` >( 'X �(�(�F�F'I�( ➢f '7�19HH J � " >�(Remove window & infill mason openings with n n .� I )v v�i I - - i - - - - - e e- n /\ /\=e=e=e_ /\ n e_e e _e_ n /\ - n masonry11 brick similar to adjacent face brick. 1=d�/� I N. -�-I __��_ - - - -_��-_- = � - - - - - - - - - - - - - — - - - - - - - - a - - - _ _ _ 7O Remove roof structure gym _ � r �� ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ e _ _ x�,r xX}>��x� I�`'4c Kk x xY! 4� � '` y"hx�.�.nA dam'` k Ry� I{ 1= - - - - - - - - - - - - I II II Ila ' ��` ' � `�. t = = - - - - - - - = = = = = = = = = = = = = = = ys _ - - - eel - ® Remove addition. >x C X �K 0 Remove lattice skirting at porch. Y�, fit, 1 EA5T ELEVATION D1.4 1/4" = 1' - 0" REVISIONS Date Notes - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 14-3/4 45 Bokum Road r- - - - - - - - - - -I P. 0. Box 441 O I i J. W. HUBER Essex CT 2 , ARCHITECT 06426 I I - - - - - - - - - _ LLC (860) 767-7334 I�r - -err = - - - - - - rEl FAX 767-1631 F F-_r_—_1 u 11 n II II II II I - J,uL _ ,TL ' T = JAI Ir - J� _ T T T 4 II II II II j11j 'I 11 11�11 1115 I' 11 'I Lyon Residence -n nu 11 - - - - - - - = = - L_ Jn - - - - - - L_=A=-J I' '1 II II - L _ JI iL _ J _ �R R A R-�A�A A R R�R�R �R�R�A�R A R RJR _ _ - _ _ _ -`R R�R�A�R R R R A RRR - RRR Reconstruction Lis- - - - - - - - - - Crescent Avenue _ _ =1 T IT -_ - __ - -_ -CC �7? _ _I ^_ T�� - - _ __, - Fishers Island, New York I U _I L U I —1 �r - L _ZI �t _I 11 _ _I I_ - - - - - - II - � aG ,, - - � �-.,r* - -„- - ,� � � - - -,- qa � � �r=a=�-I 1 3 �r=1i=�-I C111 �� 1 \ - - - 1LIII rr��,, 1 I I I I � I]I I I I- 111 -\ 11 I / I I -\ I I / I I _\ I I/ I I y I ,I I I I ,I II I, I I_ JL J L _t 1�- I I I� �I 1 I -� I - - 1 = - I� L I_ J L II_ J 11 �� �r 11 7 7 - - t 7 " n I I f-- I 1I I —CF I II II I Ir =if - � IT =T - 1l L L JL J �!1-'— II I I I I ! 4 rlll I 111 Ii rail III lid mil 111 Mill j I 1 ! I Ili�i , II 11 I I I I I— f IY I I I /� , I n II n G 111 II II _ JL JL _ East & West Demolition I —I 11 I / \ I / \ 1 / �C J I L y 11' 11 II III III II 11 ,j 11- �I- 11 I I I ICI CI,LJ L .1,L _ �, �„L J,L „� �,L J IL �, , , I I I L J Exterior Elevations L�_ 1 1 . I- AIL--it�J� AIL -�I- J 7 \ �\\7//n rMr-Jar T�[S��[ _J 1 \71 r/ 7 I f vT//n n/\r/m\-v XC�za\I-r[S��vP �'71h�vtr/ 11 - - - \ 7A\ J lr ��� �)��I��C ���_ C�o� I�' - fly- .J, �A(= �A(�1�A(" ��Q�Q( �oC_� 9�(�' j�(1 �i�(� I)�� 1)Q(_)n( )�( )^� )^(I I �"�f I I y� - - = 1 f—L _ i F k - - - - y I I i Job No. 06-991 - �- - _ _ _ - _ 1 -AYL��V . �V=� 7� 'S I e�annncv�c\nb �cXxx h.Y I- .� Sx/Sx2yC2ytlsnZlxL� _ _ Drawn by CCS Date 3/22/07 I �- �r 0 IF IF - 1� IF IL JL JI Checked by JWH Scale 1/4" = 1'-0" �Ir �� �I 9I LJ- J 2 WE5T ELEVATION 6 D ARC A 1/4" 1 - 01 0" ���1�`T NeYy��� 0 0 0 n n n u II III 11 11 _j �L=—_Jj II II II II II II II 11 _ _ tu— DEMOLITION NOTES11 1H O 0 _- - - 1 3 - - - - _ 10 HI 11 11 Remove vinyl siding, wood clapboard siding, cornerboards, and other standing and running I / - - - trim on walls. Do not remove any decorative trim on I I / III \ I Tr= �, r� _ ,� ,1," roof eaves and rakes that is in serviceable condition. I I / III ` I i 11 11 j I I II _ 1 7 — i I I - TI I I I 11 --�I I III I I IL_____J1 �L = Jj Strip asphalt singles and roof flashing from all roof I I I I I I O I I I II II areas including main porch roof. iL � � J \_ I _/ I II II L _ J 7QV )Vi A! LOX/ 3O Remove windows & exterior doors. See also \ / (�I AHAH� � Q�lid Sheets D 1.1 & D 1.2 7 - - - - - --- - - - ® Remove exterior wall. - - - J I I X n I x X X 0 0 0 O Remove lattice skirting at porch. 5 I -r i K > x X X i e i l K X X II xhxx X b. — — — •LII L L — — — ll I � J I ����,y _ IrIr17 — — — — — — — - -1 — — - 1J— — —I L _ � — — — — — — — — — — — — — — — — — — — J 1 50UTH ELEVATION REVISIONS Date Notes 45 Bokum Road O O J. W. HUBER P. O. Box 441 Essex, CT ARCHITECT 06426 5 rr- = -T T__-_�_=-� r = -,� r� _ -,-I LLC (860) 767-7334 II 1111 II II II II II Jill II FAX 767-1631 11 II 11 11 II 11 11 1i Ii it 11 —JL— II II II II II N 11 II II II II II II II II II n II II 11 II II L_ J 1L y J Lyon Residence 1 3 Reconstruction OCrescent Avenue Fishers Island, New York �I � III II I ICI � II I I ,_ III I I I III � 11 II ili I ilk- ii U III 1 3 ICI U is Ii1 i n ICI Ali North & South Demolition ,�`_�,L 11 L JIL2/JII Exterior Elevations i J Job No. 06-991 Drawn by CCS Date 3/22/07 Checked by JWH Scale 1/4" = 1'-0" 5 "�Vtl D qRc .A N,, 2 NORTH ELEVATION •0 99 ran: _4 ON 1 . 5 Fo�F1A 4J EX15TING 12"X 12:13RICK FEIR REPOINTED OF,REPLACED WITH NEW BRICK PIER51MILAR TO EXG NEW BRICK PIER51MILAR TO EXG CENTERED BENEATH PORCH F05T ABOVE NEW 8"X 16"CMU PIER ON b"X 16"X 24"CONC FTG WITH BOTTOM OF FTG MIN 42" BELOW FIN15H GRADE ALIGN El M7 M7 2-FLY ALIGN 3 1/2"X:71/4" EXCAVATE CRAWL5FACE TO GREATE5T LVL BE/AM b"CMU WALL DEPTH ALLOWED BY CONDITION5 El 13 El El 8"X 16"CONC FTC 3 1/2"A1),J 5TL FO51T,TYF LU EXG C15TERN FILLED WITH REVISIONS CONC Date Notes C\1 L 45 Bokum Road LU 8" X20";X20" P. O. Box 441 CONC FTG,TYP J. W. HUBER Essex, CT ARCHITECT 06416 LLC (860) 767-7334 [3 FAX 767-1631 Sri Lyon Residence -- - - ------------ Reconstruction 3'-5 3/4" NEW&CCE55 t'NL - — — — — — — - T VIF TO CRAWL!5FACE. FINAL 151ZE T[51)IN FIELD Crescent Avenue 0 0 Fishers Island, New York 411 CONC SLAB b"CMU F[)TN WALL WITH 4"BRICK VENEER Basement Plan EXG RETAINING WALL 001.1 I- J Job No. 06-991 ALIGN 1�l ALIGN Drawn by CCS Date 3/22/07 Checked by JWH Scale 1/4" = 1'-0" �kE D Ayo DAHIMENT FLAN %' . . . . . co 1/411 11 011 �-o X:0 'v 019? 1 . 0 ?i General Notes: 1. Dimensions are to face of framing or Centerline of Door and Window openings unless otherwise noted. 2. Shaded walls are new. O O O m O ,O „ HANDRAIL ' HANDRAIL Q O O O I EXG O O O O 13 O O 0 O 0 RY11 O A FNTRY/BAR O O NEW ARCHED ; OPENING ' ' 42"WIDE I II I I O EXG ARCH ' � � - - -- - - - -- -- - - - 103 O DINING ROOM �___ ___ _ _ ___ _ _ _ __� LIVING ROOM �j 102 " NEW ARCH HALL MATCHES O EXG ARCH O oA - - - --� OFF END OF A HALL102 VAULT � z: O O U arched I i to arched opng 103.1 O PANTRY i t i DROOM ti low VAULT NEW GRADE ELEV 24"BL PORCH FL 104.1 104.2 42"Cntr O Height O O O O 0 0 O O - - . .::.. ::::.. ::...:.... I -f I i N \ 1� 0 I I I I I 42 I I REF 1 i I I 1Q4 I I L J J KIIG.LiE11 1" re p P HAN DRAIL HANDRAIL i.. 1. I 5 ink NI >i REVISIONS I 30 RANGE PORCH ADDITION PORCH ADDITION ;':::;:;<:: >:I I. Date Notes 2a.. I ri — 50 : -1- 111 O 1::':3:: d _ OO- O r. TERRACE o DW #y { O = m N 45 Boku Road \ 1 tr) �:.... ;I : .► _I P. O 441 0 H BER ,r. 10� J. W. U Essex CT .>:..:.,.<.: BATH <_ iC111421 ARCHITECT ARC C :.................... ..... .:..::..:.:::. :.:. :.:..:... .::.: :..;.. :.:. :.. :a:.. LLC 860 767-7334 wiD ;: .. .:._:�: " >.' FAX 767-1631 HANDRAIL ,::.. .:": ,:. .:>... .::::. N = -.:.:::.:...,:.:_>::�':'.<:::••;;:;,;><,.::>�<:>,<::`.: HANDRAIL .. :... .:. . TALL j.: I .:.. .... .... ...... - 1DL � I DRY AL N a, .>a.. VAUL T T Residence L n a . : .. :..:.. ::::.:. .:.... .....:. .::::"".: 0 Reconstruction 36"HIGH RAILING 6'-71/2" 3'-6" 2'-0" 2'-10 3/4' 1 VIF FIN FIN A3. Crescent Avenue ' Fishers Island, New York 107 SITIN , EXG ADD 0 1 nm I 0 First Floor Plan .:.« Job No. 06-991 0 Drawn by CCS Date 3/22/07 Checked by JWH Scale 1/4" = 1'-0" 1 FIR5T IFLOOK FLAN Qco .� H ,5�. . K. •-� A NP. t v,F t' .- 0 I 1 , 1 t I I I I I I I I I I I I 1 I 1 J J , 1 I 202 I I 1 BEDROOM 2 1 I 1 I I I 1 1 ♦ I 1 / chimeny 1 I ♦ I I ' ALIGN FACES ' 1 1 , ♦ I I . I , 2E - - - - - - - - - -- -J L------ 1 ♦ 1 � / 1 202.1 ' p I ' O \ I I I I I I 110 ' 1 200.2 o G' —o-o-o-o-e e e e o 0 0�-o-p 203 200.1 cV N BFDROOM 1 BEDROOM 3 203.1 20-4 �p HALL in , 1 - - - - - 75H - -- - - - - -- - - - -- - - - - - -- - - -- - -- - -- - -201BATH'. 6'-8"HEADROOM chimney 2x6 N 5TUD WALL 2X6 L ==T/ 5TUD 0 WALL 35- 1/2 25 205.1 BATH � 0 d) ____ LINEN N CAB 2062 ADSD PORCH ROOF J. ADS[)PORCH ROOF REVISIONS Date Notes O � ZOO BFDROOM14 O 207 N HALL N 45 Bokum Road o N 0 J. W. HUBER P. O. Box 441 Essex, CT 1 N ARCHITECT 06426 A3.1 LLC El (860) 767-7334 0 FAX 767-1631 :. 0 F UP 3/4 207.1 Lyon Residence I U P 3/4 Reconstruction _ 208.2 Linen 2?09.1 " 1 A3. Crescent Avenue 208.1 3'-1" 2n� BFDROOM 5 Fishers Island, New York N O - EXG ADD , BATH ❑ 0 4 - Second Floor Plan BATHLD O 210).1 Job No. 06-991 O O '-101/4" Drawn by CCS Date 3/22/07 ALIGN WITH 6-41/2" 7-3 3/4" WINDOW BELOW Checked by JWH Scale 1/4" = 1'-0" RED A � � R NE* Cy�� X. , N�AL.4, r y�.601 a 1 . 2 P. N . .. ... 12 14-3/4 ................. ............... GRE5 710 F TF JIF n MF7 U- --TH H IT, ro /Q'9 L RE5o . ............ .................... NEW KQ6 .............. 0 F I ILL] I A IDL — T IF r r A NEVICIZI.,1'" VHR EF)TH PORCH ADDITION r L - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - -- EAST ELEVATION L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ��o 1/411 11 off REVISIONS Date Notes PROVIDE ROOF CHRICKET IF NONE EX15T5 ii:x. . ... 45 Bokum Road P. 0. Box 441 J. W. HUBER GOOF. Essex, CT r . 06426 ARCHITECT 4. GRE5 LLC (860) 767-7334 13 FAX 767-1631 LJLJ� G Lyon Residence L L L Reconstruction Crescent Avenue Fishers Island, New York V V Y 11 TT7T7 -IFIF F1 �TFI 1EEast & West Exterior Elevations 1 ir I Job No. 06-991 Drawn by CCS Date 3/22/07 — REM= OUTDOOR SHOWER Checked by JWH Scale 1/4" = 1'-0" F PORCH ADDITION 2 WE5T ELEVATION NEW RETAINING WALL 0 -y\�'T N 1/4 1 0 �-o 141--;�- (11. - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - co EXG RETAINING WALL L 2 . 0 F*N EXG Permit# e: Permit Date REScheck Software Version s on 3,7.3 REScheck Software Version 3.7.3 Inspection Checklist p C s ect�on h kli st Compliance • r Certificate (Cate Date:03115/07 CeBings: Project Title:Lyon Residence Reconstruction J Ceiling 1:Cathedral Ceiling(no attic),R-36.0 cavity insulaticn Report Date:03/15107 Comments:10"thickness Icynene its R3.6/inch Data filename:Lyon Fishers Isrand.rck U Ceiling 2:Cathedral Ceiling(no attic),R-16.2 cavity insulation Comments:4.5"thickness kynene G R3.6rinch Energy Coda: New York State Energy Conservation Construction Code Location: Suffolk County New York Above-Grade Walls: Construction Type: Detached 1 or 2 Family Wail 1:Wood Frame.l6"o.c.,R-14.4 cavity insulation Heating Type: Non-Electric Comments:4'thickness Icynene @ R3.6/mch Glazing Area Percentage: 17%. ]Wart 2:Wood Frame,16"o.c.,R-14A cavity insulation Heating Degree Days: 5750 Comments:4"thickness Icimene 0 R3.61;nch Construction Site: Owner/Agent: Designer/Contractor: F r Crescent Avenue Cecil and Linda Lyon J.Whitney Huber,AIA Windows; Fishers Island,NY Parker Terrace J.W.Huber Architect LLC ]I Wi Essex,CT 06426 P.O.Box 441 ndow 1:Wood Frame:Qouble Pane with Low•E,U-factor:0.360 RE5 Essex,CT 06426 For windows without labeled U-factors,describe features: 860-757-7334 Panes._.......Frame Type_...............................Thermal Break?........_Yes...._....No jm.hubergsnet.net Comments: Doors: _ .. • e Door 1:Glass U-factor 0 380 Comments: " p• Door 2:Solid,U•factor;0.390 \ Ceiling 1:Cathedral Ceiling(no attic): 1619 36.0 0.0 47 Comments: Ceiling 2:Cathedral Ceiling(no attic): 510 16.2 0.0 31 Wall 1:Wood Frame,16"o.c.: 2671 14.4 0.0 150 Window 1:Wood Frame:Double Pane with Low-E: 5119 0.360 216 Floors. Door 1:Glass: 120 0.380 46 J Floor 1:All-Wood Joist/Tress:Over Unconditioned Space,R-21.6 cavity insulation ♦♦ Door 2:Solid: 26 0.390 10 Comments:6"thickness Icynene 6,R3.6Tnch Wall 2:Wood Frame,16"o.c.: 1509 14.4 0.0 118 J Floor 2:All-Wood Joisl]Truss.Over Outside Air.R-21.6 cavity insulation Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 659 21.6 0.0 28 Comments:6"thickness oynene�a R3.61inch i ' I Floor 2:Alt-Wood JofsVTruss Over Outside Air. 850 21.6 0.0 37 Boiler 1:Other(Except Gas-Fired Steam):86 AFUE Heating and Cooling Equipment: Boiler 1:Other(Except Gas-Fired Steam):86 AFUE or higher rE The proposed building represented In this document is consistent with the budding plans,specifications,and other calculations Make and Model Number: ' BKIC PIER TOf submitted dh this permit application.The proposed systems have been designed to meet the New York State Energy Conservation - - - - CO tructitn Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that Air Leakage: tot best of hl�fi4r knowledge pellet,and profession!jud ment,such plans ors ecfEications are In compliance with this Code. C ( "a Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. s ' • �> lib► �•� ��n :�f )Recessed lights are 1)Type IC rated.or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from 1 combustible materials.7 non-iC rated,fixtures are installed with a 3"clearance from insulation. Buoct rlDesigner Company Name Date Vapor Retarder: Pr Notes: J installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Winterization of circa 1860 Victorian summer house NEW RETAINING WALL NEW SKIRT PNL,TYI' Materials andeq equipment J. Materials and equipment are Installed In accordance with the manufacturers installation instructions. J Materials and equipment are identified so that compliance can be determined. J Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Lyon Residence Reconstruction Page 1 of 4 Lyon Residence Reconstruction Page 2 of 4 EXI5TING RETAINING WALL 001 1 I EXI5TING OUTD00K SHOWER ENCL05URE 1 5OUTH ELEVATION 1t r r1 �2. 1/4 = 1 - 0 ❑Insulation R•vatues,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes specifications. J Insulation is Installed according to manufacturer's Instructions,In substantial contact with the surface being Insulated,and in a Insulation Thickness in Inches by Pipe Sizes manner that achieves the rated R-value without compressing the Insulation. Pon-Circulating Runouts Circulating Mains and Runouts Heated Writer Duct Insulation: Temperature('F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" ZI Supply ducts In unconditioned attics or outside the balding are insulated to R-8- 170-180 0.5 1.0 1.5 2.0 Return ducts in unconditioned allies or outside the building are insulated to R-4. 140.169 0.5 0.5 1.0 1.5 L J Supply ducts in unconditioned spaces are insulated to R-8. 100.139 0.5 0.5 0.5 1.0 ryJ Return duets in unconditioned spaces(except basements)are insulated to R- J Return ducts in unconditioned spaces(except basements)must be insulated to R-2. .Insulation is not required on return ducts in basements. Table 2:Minimum Insulation Thickness for HVAC Pipes Duet Construction: Fluid Temp. Insulation Thickness to inches by Pipe Sizes J All Joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Heating Systems REVISIONS Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Low Pressure/Temperature 201-250 1.0 1.5 1.5 2,0 Pa). Low Temperature 120-200 0.5 1.0 1.0 1.5 Date Notes J The HVAC system provides a means for balancing air and water systems. Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40.55 0.5 0.5 0.75 1.0 Temperature Controls: Brine Below,40 1.0 1.0 1.5 1.5 J Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. NOTES TO FIELD:(Building Department Use Only) Electric Systems: J Separate electric meters exist for each dwelling unit. Fireplaces: t x' P. Bokum Road J Fireplaces are installed with tight fitting non-combustible fireplace doors. W. HUBER r• o• Box 441 (]Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the BuRfng Corse of N£'w J. yy York State,the Reskfential Code of New York State or the New York City Building Cafe,as applicable. Essex, CT Service Water Heating: ARCHITECT 06426 J Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an Integral heat EXGHEAD HGT trap or is part of a circulating system. ----_......................---------._......-----------------------....._.........-----------------------------...----------------........----------------..............................--......................._..... L J Circulating hot water pipes are insulated to the levels In Table 1. H LLC (860) 767-7334 Circulating Hot Water Systems: El El FAX 767-1631 J Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: J All heated swimming pools have an on./off heater switch and a cover unless over 20%of the heating energy is from rl non-depletable sources.Pool pumps have a time cock. i ) Residence I1 Heating and Cooling Piping insulation: Lyon on GRES J HVAC piping conveying fluids above 105 degrees F or chiffed fluids below 55 degrees F are insulated to the levels In Table 2. J J fJ J Reconstruction 777777----,- Crescent Avenue Fishers Island, New York ............_....._................... ....._..........._..............................................................................................._................... ..... ............................................ .................................. ... Lyon Residence Reconstruction Page 3 of 4 Lyon Residence Reconstruction Page 4 of 4 i A A North & South Exterior Elevations ® �♦0 Job No. 06-991 Drawn by CCS Date 3/22/07 Checked by JWH Scale 1/4" = 1'-0" 2 NORTH ELEVATION LIJ� n 0 �. N•� �� 2 . 1 ��pN ---- . - ---- -- --- - - - -- - . . - . 2 X 6 RAFTER Ca 16"OC Framing Notes -- ---- --- . 1. Structural framing sizes for dimmensional 5IMF5ON H2.5 RIDGE \/ RID(GE lumber are calculated for No. 2 or better . ,�:ili:�::i�i::,:�i:::�..�.i::i:!:!::i�i�..�i�. ii:*::-:., ....._:::ji.::-::��i�:j._. . ., HURRICANE TIE,TYP I 111: ::,.:..���:iik����:ii�i:i:,.::::i .::iiiii::,� !!�ll!:i:�l�����!�i::..::i��i:i�ii�:::��i����� Douglas Fir South used at 19% moisture content, : 11 -`:: 0 2 X 6 CLG J015T 0 16"OC -,",:.i��:.:�:::::--.�.: - :� surfaced dry or green. -.- ". �.... .�. . - . �'- I :I .."S'.."..... . ::..:......�`w �.:...�:,:k: . . :-..,. I I -,, ��,:...,--- Fb extreme fiber bending value of wood :. �.. :�* .: 11�........ * -A --- -N�,'- 1.1...: :: -,---`::� ,.: - :. ....... . ���� : --.. . ,:. :.-,�1**********---, . �- . ': - . - .", .. ..'...... . , , � ,......-1. .. . .... ..... .. species used shall be 1200 psi or greater. . - . :.... .... . :1i � X.I ........ . .... . � ......... - .. �. � . , �...... ��. '. . - EXG WX . ,". ... .� :: . . - .- .. -.... .'.. � .ik*i�!�i�i*:::::,x:,;:�:i§i�i!��-iii:: '.,::�:!�!::::.,:��. . - ... ': ..". . ,��i�:::�,i:��-'- *�.-,� . : ::iikii�:i...,ii"i. : . .::: i�-,- ��--.---�i�: ...., ..Z:ik*::.....:"i. :i�,�i ...," .. , : q . . :*:...:.�%-,��'- , . ::�:,i:::..:,X�::_:� CHIMNEY :!!iii.k!ii!",!::!!i���i�!!!!�!ili��ii:-* X, :: ::%:�_..--,.�.,*,-.-. �:-�;,.�%-i : ...: : �.: � Modulus of elasticity or wood species used :.....: :�::.., .... i-:-i�n*�!� 11. .. :: :.. :: ::: , . .. : : ::.... . M" ,: - - 0:11... . . . -:.�O.:.- .,... .i`,:1:i��iiii�.:.:,� .. ".. ..: . .. , . - .::� .": �:l .-Y.I. : : W.. I, � .::.. :!:�*:l 1, . . :', . :.� :� :� .... - ": :.., - . .. ... ... -:, I .. ;�!�ii�i�:��i..:��i:�i�:....;:�:i�,-:� -�;......:: :*,�:j%,, . .. ..- ...*. . : shall be 1, 200, 000 or greater. . ., ::j:�: :i.I . ::. ,: . . , *� ::::* : I . . :�.`s -il., � ::�.i�: �::" I. . .. - 11, �**. , . 1. I ......k.."....,"...,.:. " , - , ...... �ii! .ii:, ... , ... .... - , .. !!!!!!!wi!!i!!!!ii. , �� - "� .:: , .... �... .:,. . ,..� .. - �; --�,. . : . . - :, Wlffii,.�i?:!`� ��K :�.,��.::. ::Iq ..:,.:: �:: - .:�I�K ,�.� �i :...:i:: i*i* :K:i I - -sm;-, ..'.....-M.... . .:... ....:�', :., f : - ,, .:.:� !:i::*: A: � - :. . ii�:i:i: :::j. ,::J��%*ii�:::Iil- * :::::::., .1, .....,'...... ......-:.:.:.:...;.j� *** ***­ ­ : � � , - * - * ., *. � �*`***** ***"*****'*'***** ****"*'` . * ***'********'** * . : .....ii;:...:j:j:j:j. � Engineered wood products (I-joists, LVL beams, -* ***'*** * * "', ...".1'.....'*"....... ii:� :141::.:Ii. :� �...i:::XF:- �-- .1 ....-` -....I ---..... . � ­ ­ .........�..........I...... , - , . ..". ":,� .:.: , ... .. , , �-, � i �:��i::......".."i�:.:.:.��i�ii�i:::.:iiiiii,"��,,..,'� *****`-.;.�*,".`* .:::..:::. .,..., I .. ......... . -:i�::.,:i:�:, -... �:ill:.xiiii�i�,�.:: R1.I....... ., - : ... , .::... . �-... .R. --- . . . , , .. ,:: :11d::.. � I.. .... . � -::-:-:.:'..�:!:: .. I - ...:- .. - � :.ii�i�: i�iiiii�i�::.:z��i�iij��.:.:!�::� ...�, .. . . - . - - - .. - 1,�!.....!i . .',,%.": :R Eli . .1. %�-" .. �! � - * ..., .. � : , , - �- ... ` - ..... :.1: -- -******** ::�-.�� .,.,::" * ��--.,,--�---- .. ... ������%,*****����,11.�.. - etc.) shall be provided and installed according ... ........ �'-------� --,,, ". - . - -- ........-------1'--�-- .. ..... ,. 'I.. ........." .... ,:�i-ii�-.�. 1:�ik-��i��i:i�::�::-:-::j:,�:�:,,,, �� .-.� ��� " ..... -, . - .- .. - . , j:j.l.1i j�- �- - , . . � -- - - ...: . * , * , - , - ��.... . ,, �': s. .1 .. .,. - .:j:��...::�:::��:il�..*..,�..,:.,,.i�,.: ..... ... ...... � : ... .. , ... ,:::".�:!.i�� �. ... �---. . - . , - .. . :- -� -,. .1: -.i, - 0. ...: .. ..... ... .�,i� i:f!i4;,.. to engineering requirements of manufacturer. . m .� - -�- .. . - I -�� .�'k:.� - - - - - - - - - - - - - - - - ��- .�� I - ..'..:4 - .... .. . - -, .:. 11 :,,-.,.,.,�. , .. �hi�� (2)2 X 4 TOP PLATE5 : . �... .. .: ---:'!�', .... - . . .'. .. :--.j:-��.:�::-,: -::��,-j:�:j 0. -'. - �-*-:: .....'... ... - -, , , 1: . .... ... .. "... ': :,.-.., -. ... . . " I 11. � . . , - � - � Where required by Code or practicality, provide .. , , - , `11 -,.� -3.. ---1.* � ... . .�.. ., *.. ,. �.,.: - , �-.... . : q -... . .. .. .� .. .. - .//�, . � . " " ,, - - , " ., , : I. -. .. " " " '� - "I �. . "" , ...- "' - -:,- ....." I. .: detailed layout drawings prepared with manu- ......� . , ..... �, % ". ,�: ,...... � " , ,...... ... - . .... " � -... I ". . ..... .... - � I , v-... . . . KK. .. - "..: ,% - . .. .... - � ,.... .: . , ,......... - -��i��i:.... . ." - :."...� . . .11 I. ... ::. ....�.., :, facturer's engineering calculations. All connectors, �- ... ........ . ii-::,�.N�-: .::: X.,.- - . .". :: :i:§i::.:.. ... ..... � .. -.I--. -.. : -,� ....,-. - -.- ..... .. . ` . .: :: - .,:i::...*.**.�-!�- �ii:::�ii$j::.:j �.....?�.. - .. -i�. �---*--- �`:��i-:::�!'!�. . ... - . . ...... .. . .. . .... ..., - - . . . .1 -- . ::: '. - -11, . : .......'....... ... ..... . : �:.*:-� , !.�i!!--.-i�!!�!: ..........�- . .... ,..,. .�:::****::.. � X. . ...- .. C... ... ........ ..x.......i...... , ... ""' ... � - �� ..., . � - ""' ::����i:�iii!�.,*.iiii�i�.'iii��.'iiii��:i supports, and fasteners shall be as specifically ... ........... ,...., .::**:%%�'..'���!�l.i��!:�:�;i��:�:::: --` ................ �-,,�--------................ :::�,.......... "...... ..v --...........- -'�--- ..: .......... .....'.. ... - ............. ....;. ---�- .... . .. : .. . �..;;x ." I .. .- ,��-*,%--1.--*.':. , i:��:i�l.':i���.,*:iil�,�,�����.�iwi�i 1. - . ; .... ."��;�z %---� �`� -` . :::��!ii$�iiiiii!!:�!!!ii � ,..., m,...m... ..... ......... .. i - ;�-`::i�i�-,*�il%%:�iwi�i -..., ". "". ....**- - � . . ....... .... .. . ...,... . :� �- ..... ......'..... ... ,4 ::*:: -, :.,� *11*11'., :::*��..,. �..... .. ..... . -_-_� .:.... .'.'. ... ... I . , *:::::,::j:�:1 ... ........ - - - - - - ... .- i:,ij I "..i�i.:i�.i.:il��i��-ii!���;11*�.%�.'i�i... .. ,�*., '. -*,*', "-�,... --... .. .... ....... i-.� - � .-. .. I. � � � ���,-- . � - - � ........... * - . .. il.� ....-1 ':- ..;. " -.... "... ..", . . : .... ... : -.: -..-- :.. 'e... -.. -,�. .. ..'.. ::� ::..: '... --- X. .�. !!.:jiiiiii::_.. . . � ... .-".., � . .- - *i�i:::::;��:.,;��***:,::�i.::�.:.:ii�i... required by the manufacturer. - :... ... , �.. - ...:,� `0!!��!��!:�i i.. . ........, ..... , :11�: . i -:':i:!: ."'! .. ::� :1 X... " - . , :: ... -. .:.i...:K, .....- k . .:::ii:i�i� :: ? ::s --- :: ., ��: :�:�::;;i-�i��i!;�:.,.i�,�,�:�': . .:"'� - :-, , . � :::: : -.::�: ..:�::�...... . �..... ::::.....� ,,.:�� :::. - -i:�i�:zi�il.%�:. K*:: :: . ::.. ..... . . ... . .. � 1: .... � '�K--.,.. ,:i:::: *. i:ii- . -:ii il..:.!�i..-'ii�ii!:::::��i ::�, �I- .. .iiwi ::;�� : .iii. � .f--.. !!;: .: , .. . . - : .. I .f.- �N :,. i��`��:-��:�*��i�i�!R I- � -- . X, '!11�.�Iil:!�!:: j:::-.,,. iKii:.'...., :--ii�i: ::� X...ii :`��? '. . ii:ii!!.-!,1!! - : ��--.-�:i: --:i�:. `� - ..:::�..,.,::i::iii:.:..i.i.:.;;:i:,::::;�;..:::.�:.;.;I , �, �--- --....." � . ...---,-,1!-�:,,�:�::-:.:*ii ,� ,�� x:: ,&; ::::::: :::�.,::- ,:�:�: , .. .... '. . i�iii.:::��.�!:**�J: ., .- . . . .".. :: :i::" ;�;,...",:i�.ii.j,:-�:::i... I ".,:: - ...,�� �: ::: ii::. i��iiil:!:::.. ��.:i.,.'.i:, -���- . :.'�j: .�........." . i,:, .... . ...., - i��::-;�§:�ii: : .:*:i: Floor sheathing shall be 3/4" thick T & G , . - . , .:i�i���;��ii�!::....: .. i..".: - : . .. L--I� ...'......1,�:::� ,,, --- �-.. " , ... ...: -: - . � . -i�. ` ... .. ... - .. -* : i!j::::j.:', .�:. � : , .,. .., - , I... - :i .. I,, i-.g. :::::::: I : � , 11 : - . . . , ... . ... ., . I - ... . I IX.- - I. .- .:I;:.�:�!���!:!i�i�ii::::i:;i::�ii.::i:i �:.,::�i!i I.... .*,.g::?:: '..... ::::j:j::-:��i;i .. , :. - ------- - ��� -----?:C.:... '..... . . .. � - �.. ..1.1,.... .....:. .. A- .-..:::�:��ki� �� .: . ...1. � - I : exterior grade plywood or treated OSB such ... ....... ::::::..:�: ... � -... - :: 11 . :�1--i.:-i::: � �iiili; iii!ii!�.:.::�.., ... :- , . . .- .... �d.:::. :�i.iii:-i: - - - . - ::.I' ..- I :, -1-....:- 1- : " .. � � . _...� , � .. . .-....�. .... . .. � . � . � - .� iiii::-��!:�,:,�:�:::::�,;::::::. ,- K - - .... -..,. .., :: . ",,., �. . I - . , � � - - � - - �. - '.. ,'. � - .:..,.:: '** -:-:-:--.*:,*��..:..... _ X. ,.",I � - . -...I �. ***I. as J. M. Huber Advantech sheathing. Floor : % :- , . ... ... .. ", . - ... I - ,::... --ii* : � . �.. ... . :ii�i�i�:..:::�.��..�,:::�:..�:::�.::...��i:.:.:.���.: �� ;:;.:..�i;:;;::::....."i::.:;i:,.:.i:::�i�:..:.::::�: -1- . ....1. . �. . N : F i::::�ii!��:::. ::::�::�A-� ii�ii�i!iik;J�i:-:: - -� ..:: � :�k:.,.::i,- :*:iK, : ��. ..... . "... ..."I . I . - �i�i�i�_:�i�i-�, 1* ��Mm!��:.::::::..............:::..,.,*,�.."...",�,�,----i--"':�:-1--,.---- � --.11-K.- sheathing shall be glued and nailed to floor . � i::::]:. ,::, .j:j:j:,.,.j:j :::j.:j!!iii .., : � TYFIGAL TIE 0 RAFTER/ �- :::�i�: i*:. ,i:::i- . - :*..i�!.::i�:i 1::::;;i�ii$i �-*-�, � . . . -1 I. - ": - ... .. . ..... . . - --A::1.6ll` , - . . . � . .......... ... ....: - .."', : , - . -'.... '........ ... ... .- �.. .... -, , ���-� . -- Qc .. �-,'- :,�- -1: �:�ii�.:.�i - I-- ...� .... .. . '............., � . ... .... . ..:�!�:"]iiii��.: ..- i structure. ::::L-:.., . --, �.... . - -: �:.:.::���: :: - -�.... . - ....� ..- ... � , � - -:i� -:��-:!!i�.IiN:�: :*:,- .1. � 4� :..,.. :.:j:j:: , ��!�:!:�:i�ii��i.��:���i��l�.��, : ..":!: .,.!!..,.-'-':,.:::...::::,:....: , �` I 1 � , , : . . .i: - �::�.:,��:-::�:,X::. . FULL 2"X 4" - , - ,� .... : .;: -1 -":j� ,..""::iii. .�* .".".. ...'... , -. " - .i.i.": ,::: i�,�i ;:::::� : . �::Ki�ti� I - X-.:�g�::., � ........'.. �!ii��!i'�� .. k . K-ro---� WALL CONNECTION """' :.* k ', Ozi;.:,:��.�.i�:� p :: . -�:i:;�i�:*:::- :::j:j:j-.-*,: ....-.......,,- . -�-R-::, - , .. , , . ... ....0 :::!::::��ii�,i�i�tii ':Iii.� .. ...., . � , I -::�:j:,.j:�-1::,.:_ :j,.:j��. -- -. .� N, - . - :��*!� `-�`�'4-0`f ��ii__.%.........� : : : :i��..\.,���!�:::�i�iii;�i:::.:����:�':-�::!;,: , % , j. �:�k:j;::�:� `i�i!k�liiiiwi�i:.: .*.*..-.. :-- ,\�:::,�:::;.:::::�:::::,::::::.::::,::::.::::::,.;i�!������:�i�� .. :1 .:.:.i:: -:n::::�.:-i��X� . . -�.-* PORCH RAFTER5 �Ii�!!` : �:: : : : :: , ` .. .: - "I�--1------- : .... 3 :.:::::::. '. -- . :: :--` :..... ,- `::,.-�:��3:� `.. iliiii��:�:,.�� ......... *!ii�!::,�10 -,i!,-.i "".. ,:: "i ...:... , , , �iiiii�:�::i:i� .. ��i�-.�i�!::"ii-� -�i�:::::N� �- -0, '...'... .::: ... -*---� , .. ...... .... --�'-------- .Iji�.�:,1. �- - " . .... -ii� . - .... ......,-.--,.� ...�..�� � :: I" "' *"�"..", -`--- *.-*.,. �� Exterior wall sheathing shall be 1/2" thick 1$.,1 k � ., -11J :: �--: .......' ." � ... �::::ii:l:-:ilii�x: I *-* ... ..'......... It ...�..� $��* 1'... I.... �� � 1:. . :�, -�- ��**` .1; - .i ,"..., . - . I - . :::-::� .. ,, - ... ,% ..- .. ::i�i::i�.,-��j.:. :�, .� ...... --- 0 24"OC 11 -- AAjW"... .. . .:� .., . : -.? - , :.:. .: - I--- . I .... . i_::� - I � ........" 11/2 = 1 0 :�.� " -`- . �:, : ;.��.� -- .. .:�::�:.:���.�l...i�.;i:.::,:.:i::: �i�i: :iii�*: - *-:::.i-* ..... .. : ...:i:i:i:::::,��i�:i��:a , � .-. '.1", ...,ii, � - . . - i�ij��j.;�:ji�ij: " :�:iii :��l:i:..�"'' :�:.:�::::::::k,:� plywood structural panels. Install panels with J:!: ...... . �i.-..:.. : . : -� .... ]�!�i�i��:: . ........ .. ..,. . 1\�!�-o I X.......... ..- .., , - :ii��i�!!.�;?,i::.-:;:::. .�:::�.j-, .�... �iiii!:!:, -!::�:::i:�,�i���ii!�ii.i�:��i����!�:: , �� . -%.... ��� i�!���!!������i�i��.�����ii!!!,�; � ::i:.�,:ji���i�ii:::��i�i�:i�i...,"":: i�i� :.�i:i�jj, :, **�: ��ii:,:ii:.,.�ii.i..::...:..%,:.� .....:.:.�.:..�ij!!!w 11., -� 11..� 1. . .. :�:.: , ­­ " ", - . long dimension perpendicular to wall studs. �* "',""", " , "' , ­ ­ * "" "%* ­ ..... -�......... ������ ::...�: -* '-`i.....�::�il���iii��:�:I! .,%.�l�.!.,..�i:...�.:.�.�'...��:.� . : ­�' �... ii�.�ii:,:�: *::. ...;....� . . . . --� , "' :1:-::�i! 1',�. � , - ',.:':-.-.... . . -�---,,-- , iii....iii�:�Mi� ..x ,.. .:�.... .!:: :�i�]�:,: oL�� � . �' , , ... * .. � '. :�.. . :::::: X i�.,'�����:::;.:��i�,�!�:::::i"".,.........i:::�! �i��ij:i�:�ii:::i :� iz::*,�j�j��:j:, wi:,�-: �.::. :...: '�'-* ::i:. `:: . * .;. Nailing shall be in accordance with , " '' ­, , * , , , .1,I..'..... ,I . . - . . . ...-:. ,...... -.....!:,�....--.S� . . . .. . , . .. ., ,������3. C 1'..... .. .. ... - -I .. .. - " ::: �� .. - - . �i ,.:]. .A'%::-.::K�: - .... .. � - "' * - .... �1 - - .I. .1 M :§ii,-:_ %::iii��ijj- 1-.'\1 ,,:: .": - . ,-,. - .... - : .. ** ** : .. -�----- .K � . �i '-, . I - &.: �, , ** , . ... -. .�.,, - .. - - Z... - - I. ... ..... :i�iiiii�::i:�:�:.:i�i:..iii�.i��i�ii::���.�'i:... ::�iiiiiii�i".:.,:,�'�*--.'k�i�iil::.... �,::i;i:i.:.ii����::.:.:.�:,i::i... , ., .� - -. . - - . .. . : . - ...*.J...."� ......... ..- ,: *:,11% New York State Building Code. I -� " J - .- - ." : , ..... � ... - - . -... . - -;4....., ���_-.::X: � &;�i�wii�i � .... - - - .. - I ..� ;.,. ..., .. ( - �:k,!i� ,1&�....:�. - ,... :.:.&.i:::: ; .. �% .. �:::�:: -.- ii�iiii`.�.'!.::::.�*�*, .,.:��KK-- .... -: � . .1 .....��'.... -. - - %, X:�IKi&:. , ., .- -.. . �. �` - -.... ..% :-�:. :::�i:::: .i:::X--�::1:. . , . - ..-I.... . .... . - .. .: ..- `i: ii .� . - .1 .... .., - �--- .. ,::. :K,::: i :�iNi!:!�!i�,i,�", .. , � - ... ... .. . . d. . . . � � � . -41. �- ...... .. � . im ;,:. .�:iii-lx ..., .:: . .............- . W. . . - -`�`-� , x �� �:: .. ..... �-,,.. � � . ... .-!1114, �i:*i�.', k %, -,'...- ..... "..�: `.*.. .:.W:�!�ii., . .-.: -...- . : �-,---. !i�ii���:�!:�..I '.ii����:!���!:::��.!:�!�: ii�, : :.:.:. � ... - . .. , '�: . . , .�.. - --I:.� ... - .. ,- * ­ - -.. - . ::)iw�i�j:::�!)�� .. . A ...., -����� --,-"!: �U.:i:,-::-, 2. Floor loads are per New York State I. : "Mi::.:::!i,%�i�i:,:�ii: . .:i*::. ..: -, : :,K.:- -,...: 1, ..,�i:!,:::i.-�."%3,...,�.,::�,, :,:: ,." ...�, : . .. : - ...��!:!*:�ii�ii�i!� - � �:: i - ..: , ..�. ....� ""' : ��. � : � ..: . .: :� ---�� �:,:i-�,.!i�!i�: :: -�-.,,.",..-:::: , ..:.-.: : ��� ... ....". , . 1: -� :�iiii!7��iii .:�gi�ii:�!�!!ji�.�ijj!�� -j! -,z�i; ..,, ....�i�K::-:j - .:::.,. . ,- *X:, *:K.. .. :x�:.�.�z��:]H��:.�.:�i:-;: : -,*.. ..! �!�: .::.:� -� . .W .. -i ...... 1H . .,.,. �:. 5i:i: ` ...i , --.�-- *::i� - � . ... ,,�,�: ...� ... . jjj.<�iwi�i:-�:.:.:..X,�.-��ij-:�:i!-,-�ii�... , -.. - i:1: :.:* , ��i!!!:i%.:, :iii�: �� . -11: " I. . � 11, - %�ii.::��-�-,.;: ii�,��::. , ,,$.� I! ..' ��---i:�i�?��....... ... .....lk, . . - . .��:..i��iii: �. .. .. .. . -:R.:-, , : ---.11"-----i:: .:-. - :�!�i!�,.�i��::��i��...,*!*�'���:*..'�.,*..'�'..�.i�:�:!:,.: ,.�!*x-.*.i :�.'i�i�:!.. ,.� ..... :�.p:�:�;:,�;�:::w:�...i . '. .. .. . : . � � `�:��i�:i�,�. .:::: .�* - . ......"..., §***�-'�'-� ::::: .:, -... ." -,.��ji��:��. ': -'...". . ,- : . . .�-..i - .:;i:: k %� '�:�:�i..-., Ix . �- .... "I...' - . - .... ...... ::.....,%*,-*.-1-.1'-.. ",-ij:-,:..j:-1�:-. - . ,. :K ,j-::..::::j::,:::---. : .... ... �. .. ..X -.-��. '�ii-i-:�:-,�.:. .... *:.::,::�:$'�iiii . �i�::::::��,ig ... . - - ... .. M , - , .. . . .� �.. .--i- . �I �� � -'* .... . ..'..'..'....... Building Code, and are generally 40 PSF --A K � ....':: - , . ..... .. . . . ,� � .. .�:i:�:::� '. ...V , . �� .. .-. .. , - , . :.- ,� ...:�. 1. ., . . I . . . , ���, .... ..- - � .i-*���::�:! . OUT51DE FACE ,:: I .� -..I . . �� -----� ...:�i:�ii�i::-.:i��i::iii_ :�Ijj�;�Ijj��jj� - . 1K.. , 0,*�i- ;:i:ii�i:.:i:iiiiii:' 1:: X., ,::::::::!:ii:iJ.:::::.�:,, §, ..�.'.��ii��!:*,�:�:���*i:!i���ii: :::iiiiiiiii!ii:�:i,:."::,::::��::.:,: ... , . . .- - :j:�.:j:::::j:j:... � . �:�:::::::i:i:::�-lj:j��...:....:.:,:�. �i: ­�i:��**�:::i!%-:i:!�`:,::.:,ji-,K��N:: !`:!!!i�.i�i!i!!:io�i ;, Ole"�� G �, �:::,K.., '..,i:..... � - OF WALL DELOW,TYP . ..-- % .:. ,::.. j::%..��.::.::::�i.�, ---:-� -...,I."--..�.-:�..... '��i�!��!::��:�!­:i��iil::,!,�.x::- ..:H'iSi:.:i!ii:-:`*, -��!�. .g:: . .. : � �i!i.---�. ... .. ""' , � ::.:.�i.�.:�­ .:i,ii�ii:i�!�ii.�.��i�����.:..,�i.:�:::��:.---,�:.::::': ": -iii�� .!� � floors. , . .. '- ., :,;. ..1. ...". K,... I ...:_- ..1.: ;- . : .. . I ii -� %���ii�> '� .-."..-'-"����....-,-..'.,'�.'��i,.i.-"!�� . K.ii�*i�...i.- -::`: %. � I :�Z --�:�.;x1!:!:::j-. : :�!�*i�:::�� ..-%'�.���.����iii.,.���..��..."...��.,�. .:::.:. ..- ..:% 1-i.:: . -,� . : - ..:�:i��!i]i:��]��i:�,. � � - ,: ---.%i::�:�::-:,:,K��:!. :�:l 1: - ..,...,..*...**-...-..,.�*,*.**..*"....,...%..:0 --�:"....."".. : i��*Exi�-',I.� -...:�i�ii:ii:'' :::i::i:il:*:'*7*� . ----1 ""' ::: ..:`��,::::......::���>*.��i.��.�.-,..�ji!ii.-�iiii. .,:�i*:i.�,::. :,,:. .,..:..:.,:::;... :�,:ii�::: ..:- :,:*;*:i:..:���i�iii::..::::�:.i:��:::�..,i:i�.,.', ;�iK for main floor level, and 30 PSF for upper -POUDLE 2 X 4 5TUD ...:: 11:: i::i§��:':1.:;.,:ij, -__:1-::,-::�.:;!! .-.:- _�i-* -�. !I ;e7 .. .. .. �,:::: .. �,:::: .. �,:::: .. �,:::: .. �,:::: ,-.1 .. �,::::: -� ,-. - . - ,.....--- ........-..... ��. ... 1. ......... ;!i!.:::..ii;*:�...-�:::::- .. -., -, - � .. ::- . ,-� � � , ..*ii�ii,..i.,!i:�...K::.�:...i�:,:i�. .. .. ......'_.. . ..:.:: , , X: ---.: -::::i�:�::.:i, �' :-:: ,::*�::I�:iji:�.:. .%:ii!�.&:.:�-::,!� % , . :�: :�:jij:::: ," . - -.... � . i::.:::. � I 1. : :�:�. ,6i, ...:;. i :�..: . � , .::.::::::::::...::: ��ii-.1 ::��:.��;��i�,�. :::_ ... ..... - �--� - �,,:. - . -:,i�i!��!ik:j� .::::�* ...ii�:��!� �,i::::: ::: ,......, �--",.i:i:ii!�!i�;�i.,.;... .:i��:�!���i�,*,��ii!�::�jij�:i�iii-�.,.,.,.!ii� !�!��i;,::�!!���:i:l�.::]:,i�.�.;.:,�k.��,�...�.�;��:::!��i�i��...;.�ii:�:����� , - . � .. ��:�i�,!` .!!!�i��,; * *ii�i .,:. . :1 . --- - - -::`:::-,;:,:,::-:::. �::-O�i�i� ... . � .. --�.�� , :, .�, ,�:,*:��Iili�. . � ,,:::::i :::���ji�'..:�iii�i����::..:I�:�:j. i.. .i:i�i� ......�-- , , : I �'........ ......I.- .A.%, .11. . / ,., 1::�:i:*�:::::�: .� - ": - -.5;:,�:i:,1z:, ., . , *�$!-1.!!;:i::]:i1ii :,--::i�i.,I,..iiijj�: , :::::: .::::: .,:. :::,: :j:'. ,�:�.....��:j:.:. **.:. ...... ...6i*. . .....:��-* : - I �.j� :.,:iK:;. .1: :': :�i�*�.ii::: . ...... ......., .....1--�- ..., �� ��i�i:.-i��. ... A*. :�::I ��g :i� �i..��:.::�:�:��::, : :::::;:�::�:.. ..:.. .... ... �*��i**i�x& *:.- � , ... :.: - - - - . : . 3. Design snow load is 30 pounds per 10 5IMF5ON HD2A HOLDOWN :*;i�:!i.�.,!iii!i::..,::,� . -... I :, ::: :,: �� �� - -,1,.:::,1... . ........I.................... I 11 -, , � . :��ij:::j:j:.::1j"." � , :; - .. '... I . :, �:.:::.j:`:�:: - %� I ... �- I I � - -- . ., . . � , ..... - I . .. -., ...'...., . ..�.:i::.:.�:i.:.::::;::::.,..:.. - , ,� ... .... ...... .. . .. .. :,�:!. : . .. .... ....., ,. :�� , -'-----,,-,... .,: ..* .-",I I :.� .r ... �X- - - -i::� !��i�lil!,!i:,.,-:- ,:�i�i:ii:!-,%.-::i:K,;:... ii� ..:i:::!. ....... 3 ....:: :�*$Z:1117:! .-:i::. - "...., . -�:.-........-- ,:��:: .........". ..-..... ,:- � X , , ... -:- .. . ,. . . square foot with a durational load of two ..,--1:.... ::** - .. ,. ... ...V.iiiiii:vix�, V.�i�. *�, **4!!! , �--` - ... .. ..... * * * I . - ,-,,.:::: . .. 1:: . � . ,.:Piiii�'.'!Iiii� -'..!�i� months. -..-.._`,`�'.- ii�i�dddddiii��!;�:�il .i��!���ij .. . - :: ..ij:j:w-.�..:�:Ij� i��!:�!�ii*.i�i�:�:::...i�.�.:�i�i�!�iiii:::�iii�::.::��::����iii�.*'k.." ....,*..--R*..*-*..',......'. i-..:::,�- ...... � �i!`::ii:§ik .� - .. ,., . .. �.... .. . �ii .. �..... - � . .., .:- - - :.. * i �.... �.... �.... ... :"... 1-- :`--:-K:::K*:::-::_. i ,- ::: .:::i.�� :::�..:�:���:�::�..i-�:...i.,�. i.k......-- ... .. .. . 1--.: - .. - ��!-,:�!� 0 -.-----*.1.* .­ w. - - - . I -�-� .. -:.. - - .. i � � --�--� :: :: �` ... .� .- . .. - '. ,:,-�-- ,... ------,-.-.-.-.� -.,��;;:]��i�::::`�i:�� . - ,66:...i*,:::-' ':.' , �_ - I., � �I. �� : /- - .4 .., I. . - ::*;.�::v. -::�K::::-:*�&5 :-..:��::�I�i:::.:ii:���ii::� I. --. ... 1.`...,. '. �- . '..... .,:�:,x : ,- .., . .. :::::i!,i�ii,.��ii:�w '.I: . :, , ," - , - ......- . �-�.-'.'�. .:.ii�:-.��ii:,�::. -Ki:i�:::,.�i .".-.-,-:::-::::ji:.,ii�:�:� . ".*-*: : -� : :".""'- "'.. "', """".""', " �--- . ::i:�:::::.ii��.".�:....�i.,::i:��i,..�.xx., -. : - :.:":;...ii�i:1'!i:o:;:-: :::: ... 3-:.:**... j� . - -�.- ". wi�::i,:X,,:i�11. '.g :: 4. Framing layouts are diagrams only. , ...---'� �::: ��� .::: ---�- -----;----- ----�-- -........... i...... - --*--i"1 �: I . �!i!��:�i�i!:�:,��:`::��i:�:�.: * "" I - :- -.. - ...I............ - ... : .. .. -I... ............ ..... � .......... -. : .. ....... I .1, �, , � . ... - :I.1-I..I...-11-11i................I.I......-!1-------------�>1---------1�....l?.-I..... . � i...........,� .-I, -'. .,.��.>�?...�...�.........�... ��.�....�.. I -, - t �-.. .- ;N: �---` -* I ,:,�i�.:.,�:�*�:: :�,�'I. :i�i�i�i�...:�:-�,:- � 0 ::gl - �.. ...... � --- � ------. -... � - - 1--Xi I. - I �, ...� I'll, . :ii,,.::�:-:.,: .. --.... ..� : :�;:..]:::,�::�...:�:::::.:.;;::::;;:;:. .;:::.,;.�::i;:..:. . - , *' :ii:i:�::"::i;;..:"*:::.,.,.i��il.�i�� *�:-'.-�::��:��i�i��:,:.1:��:: :j% - _ X... , - - :�i:::,...:�:::�,;-. -... . � , : . ..-,.::i1:: ...... ... - " .... � , Final framing layout shall be done in the �...1�:!- - ... �. ...... .. :�i��i��i�::.,Ii- - .: ..:,:::.,:::: , `i::::::!?,--';-'.� -��Iii:,�i�!�'�,�-`-� 1%!$k--ii1!!!!:$x.. ...,., .......... :!i�!:�.����i�ii!:!!i��i�.�,i�!�:� :i.P:-%��:� :.: ::�:::. , .--� '�. ::: .... :*:;!� '.Nli�� -`-�.*i1ii*!�! ... : �... -- :..�� . .. ...................... ..... ...: " :�i:�.:.:i � '��i....!�� -::�fl:::.�.:,.-,.�K..,.�� ::: field. All connections and layout shall .. ..... .. .. * , ... � ,---.:-. ..... ...�.; ".. R!.... . I. ...:. ..........."------.-.��.i-�.---,--,--�- -..... �i:i�i%g� : � -P,".,-,-*%, - .... ".i ...............*1* ....ii: ..::: **�.. ,..,. �i::� . , , ::i*:::�,,..*,.*.::%,:,......,',"...- . , 1�:�i� -- :::: .. �j�:��!�p�-.,. .-i I - � THREADED 5/8"ROD -��!�0.11i��::::::��i ... . . - - . -. - ,�i�� .��!!�:;��ii�.'�ii-::H 1. .,::::.,:::P,.",��::::���.::ii'�:!���:i�i��.:.. ... ... - , - ..��i�i::�::i::,���i�::.:i�,,%i:�i�::.:.��i.,.::��,...�:i.-...-.. ���-:.. ....;...:::.,.,., -�-, .'-. -,.-,. � :;i�i� ,�� I ........ .................. ..i: i&.:::i��ii�,::��]i��: :::: �:�:�: ,::i.:.�::..:.:I�:::�li:i...::.:��]: - .. - -- I - *�"!!i�!���!�!��!:iiii�iiii�.�*.::!,..ii :.:.::....:.: 5/4"FWD 5HTH . ,� ...... -- - . -� ����'ii:::::�*.:�:.:.�:�i:�-�-i-�:�.. A�: �..:�:�::.:�]��-.>.'iii..]:::i:- ,,jii:.,:: :,.�*��i��&,�.ii;* . ...... . , ,: �., ... .. -:::ji:i:::::i,:::i:.. I ::K,i:::�i :� �;:: be in accordance with New York State ...,'. .''. -z:::iiiK . ..��,;ii!i��i�iii:�k.:��i,�::�:,:,:i�:i":.:.::.�i-:oi:ii, -,�.. K:;: 11*11.1. :. ..::..:.:�:.:....i:.i.�.�i:......:,.�:�..�.. ., , W, , '. iii.iii� ,-J*��i:: - ... 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':, . , �i.:i����?�i�::.:,::�.'�i"..:�,::: niS.�*. .. I ........ 1111i!§`�ii:�i:�:ii:, . .,,:�::j:�***:, :*::,:: , .:. -:-:::_:j:::: -- .,.iX-- 'or 11 / - ...", : -".:. ...�.::,::::-:-::`-*::::.,*. :.I:. �;:- �,�:.�:�:;�;:; ,. :. I ��.-.. � I ,:-::-::::.:.:--:. .:..:::...:::.::. .::::.. *"*** V`, , . ..- i '�i��*01�i:i;:�,%��i�i�i:�i i�l�j�j�jil��.,���'..i!i���i��ii�.. i0l!!i� -** - :: ��,.§!i:,�Iil,�,:i*:".::: ..' - - . .. . %A`* .:. 1: -�::-: , - ..' -�*: : - '.... - / . , .�'. X., - ..., ", . - - �i��::`.'.�, - ,.,.:: " 11. �::,.. * 7:�:�. -��i:,:: ..... :�:: i::�*�iii:ii�i�:�:i.:,, . - � . . . ::::-!`:� ,i!�� .. .. ..� I , , �... .. *�. � .... ..... i�i���:��:!�iii�i�:::�:11��i!ii��:�: .::::, ... *---.--* I � - ., -.. - :--- . m * 6 . . ... ... ...:::-:.-N.- I- " --.�" .� , .. X� - 11 - ..- -. ", ...� � . - � ......... . : ... * - - , - .. � . ...................--.- . .. . .. . .. . .. . ....:. .� I Ki:::,�P,i� ,i��i:::..�i:iiiz�::�,�:: !:. �. `�*: . .. "" *** �. .. ".. � .K:. -� � ep�Nvr 11 . ... �- '. ::: ..". "...,.... - . ,, p :i�i��!ii:.. -.)�i�.?. .:I�i. -:��, � . ... -` :1, ..- .::.:.. -�-i .. ---p---1i!: - . , -* .. :, ... - 5. All wood in contact with concrete or , _ ."' �'.-, - , " , . I I "'. -- - - - ,. 5 - - . . . -- -1, "" - - �� ::r I . :: -- I . .,.. ::�� I. ,:::::: . . : 1 ::::... .".. . . I ,�� -IT 11 .:.::i:: -.. I .:.;! . - - - :: . . . , � - ---:!'!-*ir::::. I .-.-% . -- K.*:--: :- - 11 -::j-,_S:-::::�,:� -.K,K-.::ji: ..:.i�:::��:i �*. . � ,.-":­ � . - � : � :"i`*`� -. .., ���:.� - 1,11 subject to damp conditions shall be � ! .:.:. - ::�::i::,-iii--.-:-:-.-:-:--: :..�)t i� `� �-.., ��;.�i��:i�.���;;::�,��.�,!iiiii�ii,>iii:::...i:�i;, * - . . I- . �... - I - :-- *1 .- , �- ."I . .1 -. ::.', -..., - � . : "... ......... ...... .. - I 11 --I.:��:: , ....... ... .....::.,j..�:::::X.:::: ::, ...'lij �, - I '.I ]IL, :: ... :Iii:_�;z,,i�, � . � -� ... !�:�!� �*�:�j��i-� �Lm 1-1 , ,:.. . .........I.: . . I I .. -, ....- : j 11 - ,...::. - .. � � �-,,- - � . 3 5 5 � ,, ��'�Hi����!:!�:��i:::::..��:i�::�;�:�:���!iii�.:.�..�,i::::��,:�::!��ii*-,:.,......� ...* I � -. pressure preservative treated Southern I 1 /4"X 71/4" LVL JOI T ) � - ... . - ** � ,:. ,. . I I I.- . . . - �:��:::.. - . *** :`:* , �i:;iii, :�;..�� , * - I,- �'--Ww �:�.:'- I I I .: ::.. 1: .:`i; , ::.::::17n- - :-:�Iiiw:...:, ,.:�:`::��.:..�::Z:. ..- I . 1:��,,:."........- .. , . - ** :: ..,.,..,. :..., - .. ... 1. '. ... ,�;i�� N -.-.,-.�..--::......;-:-,..-1::. ,,,., � ..�.,,. � .71 I W.'....'. pine. .. ... .:I � I III I f 4... �_ , . *X �- ::::: :I ..: 1. , . -� � � -- - �,.*,- - , "3� .. -:1-1 - �--."... .... "..., � -, - , .................��*,*.**...**.............'*......'.'., �%� � ,I.. .... -'.... - �. .. .., ..... '. - -- -- ... ." �..c . � �- III 11 .., . � - I - ....... .. -�--�- - � . -- -,:*::::....��:::..77 .... � -*---, , 1i I "'M :::::." .1.I�:,.��::. -�� ; 0 :ii:�::.���.".i��i.�i�;.�'i;�.�il.�.;,i � .. , -11 \ ....*.'*'..'..,...'�...............� - :.`Iii�Q -:.�.�.:*:*.�j�..: 6. Shear wall construction - 1/2" wood 11 I I . . .... .. .. ;;::: ,. . . �- " . ,--�-� ;�i - .. ..:::. :X� � : - 1:.. . � � . I. - � \,--DLOCKING I �,... q ,. .1 �-11e� 0::�;- : t- -- .. \ .4 1: � .�, - - :.,.:i:-:...,*:,:,. structure panels attach with 8d common ... ': , -1: %��,-:..- . . : !��:,M (5:::� .... .I I :,%f'K��:*Qj!:i .1. . ... � . , ils every 6" at panel edges. Block - I . , -1. -�-I -� UW I EXG .,.: i��!i��i�i 6 I -40 , I � '. .�:::::.: : � I ::.::"%., I ....I.: ii��.-_ - : .. ::- ..: - .. - � :.. .. .. . I � 5IMF5ON HD2A HOLDOWN -�-�� ;�. '61 I .. . ..... horizontal panel edges with 2 x blocking. .. .. � , ,,� I-- \-DLOCKING I :Z .,... .- ,"'... .:.��-I*il�ii-*K ,.. �,::- .... ': ... .- .: . * - ,. ...'. I - :1 .. .". . - I -- Otherwise, attach panels to framing with - - -- , :: -- -� I I ..�: : ...::� .-�� -I..." ,�-.,.i............ ... . Z_- "...,. . .. 9 � - - -- . I ., ,- * - . . "� I-,: , ;. .. *.*.*... -�: 0 ,.. * ,.. ..... DOUDLE 2 X 4 5TUD RIDGE , . 11 1. .. ,.... ... ..-'. : �','�. 111",. . - , 6d common nails @ 12" on center. I .........i ,,---.-..-*M. � -,�...,".',,�: 1.",- �,---:. :::-*:::...- .. :.i� j,� ,,_ %�. ..." .. " : � ... '... :..:, 1�* A � I '. - . :::§i:.-. 0 E :: ::� I �.- ,:::.:::. .:.,..::.. �-:::x , 1�� ;. :?j�:: :�:i:� * 7 .'�... �*:i-:,-!--:*�::.. ��:�:':", - .... .:�. :*i::. ..-....-:,.h 4. *.. - :...:,. . �. ... ,.:.:.:.-.-.: FO EXG PORCH �;-1:1-.:::::.:�".) i:�i*K ::... ::O iii�,�,ii:,�� _ii',. �i:::....i��i�i! ", .� ., . , / �M - --.-, 4 .... FO EXG PORCH - - --.. .. �. , X� . .. .. �.... ., 4 kl-. � V., �.ii:����,.*!!i�i��::.�.,,��:-,�. ---K.... ,:., . . . ,7.' Provide Simpson H2.5 Hurricane tie at �%�.' �,.*- n: ': " ..- 11 - . I 1.� �,�: ,,.1.170 -.......'-.1 I., �.�.� FLR FRAMING I -.0-1��FLR FRAMING �,:-...*... lvl I . �11 J -1.1*...- *1X---*:,W " `1 .-- i--�i���*�-::-O`��N!. O, j�,�K,::*:�,:*:* . -*� each rafter/wall plate connection for roof's i:: I -`k�',K- �X ...-.K.... I i e*:...- ..-,- -:,.....,4":.'-� ;�, , . ,, ,, I ,, :���.,:��:�-�.!: - � other than porch roofs. .,:::: .-. - . � ........... . '** I vlll"'� . .. ... .. I ... ... -�i��:�i�ii!:i.;�:1��!@�: I ..���..�� . ��� I .:��-��., ., I : ::,::,:-::.-i- 2 X 10 LEDGER . 1. ..... : :�..�.::'. � , ...", :�i*.�.%�i!�;!�iii.��i�i���!�l������l!!.".'!!�!��i�.,:'.",:��.>���!: : :--:��:, * :- - �ij:.�.:��>$:: ,.,. ,....�.::- 11 - EXG ::.. "'... : ..... - 1��:�:,....�101 DOLTED TO FDTN 2 X ro DECK J015T 8. Attach 1/2" wood structural panels to ....:::: ... ...... ,.. - , . - .. I CHIMNEY - � .. ': - - ,,-.6. ;�.--::- I I I I I -11-1, 0 12"OC � :.. , :.�'.-�.:...�*:::*:-!. .., ... --,.::::.:.. � * iT.'..*i�g.' I *���,,**.$:�`i .1. - . � � -�"*- 2 X 6 PECK J015T ''.."..""'.1 roof framing using 8d common nails @ . ,-.�,:*------%.".,::�i - `.::!:--§.i1,.-i>,i,�:.- 1�1- � % . .. . " I I I I I : . i - .", �., i�i, .��:::::.i5�".��";:�'i;�...,..:ii?!.:.::�i� , � ..., � ... .�j: -- 0 12"OC . 6" on center for minimum 48" distance . � k: I .*.. � . 1, 'Kn. -7 � - - Z�21 ..,,. - �.�--::��-::-::���---:'-. ,.I:. -:'k;_ EX15TINC . � .... .. ---Vs . � ::. . I --N� . I-, .:.�� .....,...I.: 1: ..-11 11!"M�a from ridge, eaves, and gable ends; and 4" I . ': � - . ... - ,::",.�.-:,.. , .. , - -.,�,. .� ,, - .0 1. .� - .� � . ....., - ��... - . . -, :: , � � -,,"- � . - . �� - -- -, ., -,:: ,.: ,� �- : ....���:, - ,"..,... .. : - . HOU5E 2-2X6 . ., ....� ...: ,". 1. :..� : .�,-,,,: � ---- ,, , "-J-,�� - "I'll ..... : �� ... ,�:, ......, � I , ,: .1 ...- 2-2 X 6----,---,----- 2 X 10 LEDGER I I I ,,Illlliiiillllll,---�� � on center to gable end wall framing. 50E FRONT I I I DOLTED TO FPTN i r- REVISIONS I Date Notes I 1 4 X 4 PORCH COL 4 X 4 PORCH COL TO FIER TO PIER 5HEAR WALL TYFIGAL -� R 2-2XO I I I I I I I I I 1 2-2 X 6 - - (�3 OOF ADDITION FRAMING12LAN1 ( 5---� TI it I 11 PIER 13LW �. � I -1 E 13ETWEEN FLOOR5 1/4 = 1 - 0 all X iroll -====== r - I----811 X 161, . .�. 11 I 11 `l`,,,.�!-�o I - 45 Bokum Road 1\��-o 11/2 = 1 - 0 PIER 13LW-�'� I I I I I , J. W. HUBER P. 0. Box 441 1 1 1 1 Essex, CT -� 11121 . ("4 ARCHITECT H - INFILL FLOOR OPENING INFILL FLOOR OPENING I I I .A3.0 H LLC (860) 767-733 1 WITH LVL FRAMING 6-51/2" 1 1 1 1 1 WITH LVL FRAMING I I I , 6-511Y2 1 13 FAX 767-1631 ,,�,-2 X 4 5TUD MATCHING DEPTH OF 11 MATCHING DEPTH OF __----- a 161,OC EX15TING J015T5 EX15TING J015T5 all CMU G -- ----4�-- .-.1 !i I I I I , � IZ/17 I . . I - . = = . C) N -"%� 2 X 4--,,,,,,,,�,� 3/4" FWD FLOOR 5HTH � ;::: Lyon esidence PLATE U -1 r4 51M 0 n r .. = :1 Reconstruction . I-,,,-1 3/4"X 9 1/4"LVL - 0 .. M,I I I�-- `��-V E5Z9KMZ I,/, t -2 X 4 5TUD U -'--(2)2X10 FT 5ILL I I 1,- WALL DELOW 0 Crescent Avenue 1/2"AFA-RATED 51M.F5.ON HD2A 0) W/Iol" = DOLTED TO,FDTN 13LW PWD 5HTH 3/4" �I 0 0 0 HOLDOWN = ) /,-1 1/4 x 71/4 = 1 1/41,X 9 1/4" Fishers Island, New York -J ENGINEERED It 5 - 11/4 X 9114 / :!� � 0--� ENGINEERED -- I "" I 1 5/4"X 91/4"LVL n ,- ?I LUMDER KIM K) ,L 10 ENGINEERED 4 C� 5: LUMDER KIM 13D ,,,,--DOUDLE FLOOR J015T C� 5;: � f3OARD 0 RIM DOARD 11, 2X10 N �1- N ---) EXG N EW EXG NEW -A (2)l 1/"2 X 91/4" LVL PT PLATE -01IF-4�-� X -5IMP50N HD2R -- -40 1 i on LL . d9n . / - ;t HOLDOWN,TYP 0 0 51M 5ON HD2R � n X . - // 5HEAR WALL,TYP N 0'I HOLDOWN,TYP ' . I 1 , I� . .0*1-- I - I I I . L N I 1 .,��"I..*,q:. III ,,m Framing Plans & Details 4" DRICK 11 ..�......�-. 5IMF'50N 55TDI-16 = ��v -I ., . .. ANCHOR L30LT - ;= VENEER . '.--;,- -1 , . . . . (5/8"DIAM) ! 1\��-o .. \\ .4-..... X/ - - - - I I 0�,�-.". = N 0 \\ . * \\/ all CMU WITH 5'-51/2" I\--5HEAR WALL,TYF Job No. 06-991 . , _ .. . �. -\\.�.: , CORE5 GROUTED -HD2A HOLDOWN,TYP 11 . :.....'. 4' . FULLY .ii.q... . \� I * ...., I � ..,� .::5� -..:t-. I / 2ND FLOOR.J015T CALCU LATtON 15T FLOOR,J015T CALCULATION-5 -- Drawn by CCS Date 3/22/07 . .. , :,i-1> (' 4� . "�'A�---- . . . V DRICK TIE . .:. - . DE51GN LIVE LOAD 30 r5F DESIGN LIVE LOAD 40 P5F Checked by JWH ,��� REFER TO NOTE 6 TH15 5HEFT FOR 5HEAR WALL DE51GN DEAD LOAD 10 P5F DE51GN DEAD LOAD 10 F5F ���-o TOTAL PE5IGN LOAD/LF FOR J015T5 DE51GN LIVE LOAD FOP,J015T5 0 16"5FACING=54 PLF 0 16"5FACING=54 FLF � ����DA4; /V,��.\�- . �?c C ,� . - 1� � ,� 1 3/4"X 71/4" LVL J015T TOTAL LOAD 1 3/4"X 91/4" LVL J015T LIVE LOAD RATING .,\.\ NE* ,, FOR 12'5PAN =176 PLF . 'A RATING FOR 12'5FAN =64 FLF e(�---,-�, , 1-1�*,* 5HEAR WALL HOLDOWN jtjj--:�- I -j� A � a-:-Z 11 " ,a3.0 " .6�6 rn --4 . - r4--� TO FOUNDATION DETAIL K-2 -� 5EGOND FLOOR 0 ADDITION FRAMINIG FLAN ri--� FIR5T FLOOR 0 ADDITION FRAMING FLAN . 1:1 I -1 I X: . 11 I 11 CP, - . 11 I 11 1/4 = 1 - It.+ I .. 4- 11 = 1 1 - 0 11 1/4 = 1 - 0 0 , �k,. 1,9 .-\1_1Z-1, `\��-o 11/2 `\��-o 1\��-o . � K . . . ll� �, 3 . 0 . .". , N �� � . .1 - U . � A-v� . I L== -1 ,� 2 X 8 RIDGE BOARD RIDGE HEIGHT MATCHES RIDGE OF WE5T GABLE ON MAIN HOU5E ADD EXG 1/2"PWG)ROOF DECK. 5EE FRAMING NOTE5 7&8 5HEET iA3.0 NEW 2 X;6 RAFTER5 10"THK ICYNENE IN5ULATION 2X6CLGJ015T5016"OC I - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - , ` o , N . N , LL O p lid N 206 , ` 4"THK m Q BEDROOM 4 ICYNENE �p 207 HALL IN5ULATION CONCEALED FLG 3/4"T&G BEAD BD PORCH CLG EXG 1"FLR 13 N HOLD 51DING MIN 1 CLEAR OF PORCH 1/2" PWD ROOF DECK ROOF 5HINGLE5 EXG 2 X 6 FL J015T ROOF RAFTER @ 24"OC , , 0 D ` N OPEN TO 105 107 BATH NOTE: PTICH PORCH FLOOR DOWN 51TTING FROM HOU5E WALL 51MILAR TO NEW PORCH P05T AND X FRETWORK TO MATCH w ROOM PITCH OF ADJACENT EXG PORCH FLOOR EXG. EXTEND P05T ANCHOR TO CMU PIER, TYP,U51NG 51MP50N N A13U44 ADJU5TABL o PO5T BA5E. 4"ICYNENE IN5ULATION BRONZE HANDRIAL REVISIONS ' BRACKETED FROM Date Notes P05T,TYP o 4 X 4 NEWEL P05T,TYP EXG 1" FLR BD5 PT 5TAIR 5TRINGER,TYP - CONTINUOU5 WOOD 5TEP5 45 Bokum Road J. W. HUBER P O. Box 441 FIN15H GRADE Essex, CT 2-2 X 6 PT 13EAM5 EXG FULL 6"THK ICYNENE 2 X 10 PT 2 X 6 PT 06426 EITHER 51DE OF 2"X 6" INSULATION LEDGER DECK J015T5 ARCHITECT PORCH POST FLR J015T @ 12"OC 2-PLY 31/2"X 71/4" © LLC 1 3/4"X 71/4"PT LVL CONT LVL BEAM FAX 767-73 FAX 767-1631 LEDGER BOLTED TO CMU MIN 12"X12"X18"DGONG NEW 8"CMU FDTN w z FTG BENEATH EACH NEW ON-GRADE TERRACE > EXG BRICK FDTN REMAINS. STAIR STRINGER 31/2"ADJ 5TL COL DEPTH BELOW GRADE TO BE VERIFIED Lyon Residence Reconstruction Crescent Avenue EXCAVATE 8"X 16"CMU PIER Fishers Island, New York CRAWL5PACE 8"X 16"X 24" TO GREATE5T GONG FTG DEPTH ALLOWED BY CONDITION5 8"X 16"GONG FTG 8"X 20"X 20"GONG FTG ON UNDI5TURBED 501E Building Section Job No. 06-991 Drawn by CCS Date 3/22/07 Checked by JWH Scale 1/2" = 1'-0" A\ RC 1 5ECTION 0 CONNECTOR WING ��•�"�TNEr �-o1/2�� = 1� - 0 �. rrl*. 3 . 1 F JN V NEW 2 X 6 RAFTER5 @ 16"OC I 10" ICYNENE INS I 10"ICYNENE IN5 I I I I I EXISTING ROOF&CEILING FRAMINING REMAINS I I /ADD I I EXG I I I EXISTING EXTERIOR GABLE END WALL TO BE REMOVED I NEW 2 X 6 CLG JOI5')T5 I I ADD MIN 2-2X6 I ADDMIN2-2X6 HEADER OVER I HEADER OVER NEW WINDOW I NEW WINDOW I - - NEW GWB CLG NEW GWB CLG REMOVE TILE5 REMOVE TILES 2-2X6HDR 0 DZ o ' OL N_ N = 200 LINEN to 205 o p BEDROOM 5 CL05ET p BATH ILIL Q ; U_ p EXISTING EXTERIOR WALL C) TO BE REMOVED w 4"ICYNENE IN5 3/4"THK FL 1/2"PWD 5HTH I ALIGN TUB FIN FLRS I I , I ADD MIN 2-2X10 ADD MIN 2-2X10 HEADER OVER 1 5/4"X 71/4' LVL @ 16"OC - -- - - -- NEW WINDOW LL 2-2X6HDR I ZZ N 1QZ r- N O I 51TTING ROOM = p O � C9 zz O i O QL U_ m � X W I REVISIONS Date Notes I EXISTING EXTERIOR WALL TO BE REMOVED to p I I 4 51M ALIGN N FIN FLR°5 A3.0 45 Bokum Road J. W. HUBER P. O. Box 441 Essex, CT BLOCKING EXG WD CLG REMAINS EXG BRICK 06426 FDTN WALL ARCHITECT FIN GRADE VARIES REMAIN5 z H z LLC (860) 767-7334 W El 13 FAX 767-1631 m EXG FIN GRADE NEW o EXISTING N BASEMENT o EXG BRICK FOUNDATION REMAINS BASEMENT t • Lyon Residence z Reconstruction Crescent Avenue Fishers Island, New York EXG CONC FLOOR 0 Building Section 20" FDTN WALL BEARING UNKNOWN Job No. 06-991 Drawn by CCS Date 3/22/07 Checked by JWH RE D RC, N1T NE' 1 C') 1 5ECTION Cad 51TTING BOOM WING N�o � :D:�-o 11 1 11 9���' j 9 2�O •��i 3 . 2 1/2 = 1 - 0 I :.......... ........,........�......... .......w....... EI , W2 W2 10012 10012 E E E. { 3 S Abbreviations ; :........ ................ ........x........M........, E NEW DEVICE IN EXISTING LOCATION E E i aS 1 13 El El .... 13 E o o `, E LIGHTNG SYMBOLS I FR1 FIXTURE TYPE room # �— SWITCH CONTROL CIRCUIT �~ FNTIZYBARr E 13 CEILING RECE55ED MOUNTED CEILING RECE55ED WALL WASHER C1 I I o CEILING SURFACE MOUNTED of .............................. 100a I �— WALL MOUNTED _ PENDANT MOUNTED E E E E OUTLETS AND SWITCHES E E , { FLOOR MOUNTED 120V RECEPTACLE(LEVITON 41652-0000 BRA55 PLATE) COUNTER-MOUNTED GFCI RECEPTACLE(LEVITON 41652-000 BBRA55 PLATE) 103 T 'E LIVING ROOM 1'10V DUPLEX RECEPT @ 18" AFF DINING ROOM E -&A 1'10V DUPLEX RECEPTACLE - COORDINATED W/ ARCHITECT , F { B 1'10V GFCI DUPLEX RECEPTACLE @ 42" AFF OR A5 DIRECTED BY ARCHITECT . - C1 rt:n #.. r C1 E { ' ; { .... ... .. .. .. ..... .. .. ...... .. .. ... E { c&C 1'10V DUPLEX RECEPTACLE @ 42" AFF W2 E 10011a < <,-- -- -- HALL 102 _� ' i E 110V WEATHERPROOF DUPLEX RECEPTACLE @ 24" ABV GRADE 103a W1 o C1 E SDI W1 E EGE 220V RECEPTACLE @ 42" AFF 102a E E 102a 102a ; t E 1110V DUPLEX RECEPTACLE; UPPER HOT, LOWER SWITCHED I SJTANDARD SWITCH; 48" AFF --- E 10 a OTHER GABLE TELEVISION JACK W1 O WJ1 N E �o E 102b 102H Tr 13 TELEPHONE JACK _ PH COMPUTER NETWORK JACK j E D I wF W2 ` is N W2 f¢... .. .... .. ... .. ..... .. ::... .... .. _ 104e \ --------------- LV F:AN/LIGHT/NIGHT-LIGHT �/� 104d R1 R1 13 SD SiMOKE DETECTOR (NFPA 72 - COMPLIANT, INTERCONNECTED) ' 1a 1a 12" 18" - ,1 i EF EXHAUST FAN �` 104d o 104e W2 104c I d 104a W2 i 93 TfHERMOSTAT --; _ FT B B R1 REF 104e I i 104d ¢ I1� I SPECIAL POWER CONNECTION 1 c i . 104a ti I I I I_ _ _. ❑F IFIRE ALARM I ................... ...................... I I 1 JB JUNCTION BOX I 1104a 104a I 104 REVISIONS I KITCHENI 1Bf W4 1 Date Notes f1040 ...................1 I i i �M i D04f I 104 IP tW1 45 Bokum Road FIXTURE SCHEDULE ; --'" I 104b i i I J. W. HUBER P. O. Box 441 I I I Essex, CT PROVIDE FIXTURES WITH ACCESSORIES TO MEET JOB CONDITIONS 10� I I 06426 � r ARCHITECT �� EQ EC2 0 BA51C FIXTURE LETTERS w2 - - _ - - - - 5 CK T- ��� W2 LLC (860) 767-7334 ' I I I (3 M FAX 767-1631 i I :::...........:::::.._::::...::::....::: W/D MOUNTING INCANDESCENT FLUORESCENT H.I.D EXIT SIGNS 104d j ( 106a _ LU 104e I ( C1 CEILING SURFACE C FC MC EC ' o 104b \• I i I 1)04 1106a/ CEILING RECE55ED R FR MR ER 10� 1 w ,, LAUNDRY D I i i Lyon Residence WALL W FW MW EW Reconstruction 5U5PENDED/AS DIRECTED BY ARCH. 5 F5 M5 E5 ' 107a 0 107a 107A Crescent Avenue Fishers Island, New York FIXT LAMN'S LAMP TYPE MFR&CAT NO MOUNTING REMARKS C1 -- -- TO BE SELECTED BY OWNER CEILING .107b' m `,107b� SURFACE , C2 1 100W A-21 LEVITON 9875 CEILING PORCELAIN LAMPHOLDER CLG FANS GLG FAN,, SURFACE ` First Floor R1 1 150W A-21 HALO H7T-4501 SATIN WHITE CEILING NON-IC FIXTURE; ` RECESSED SELF-FLANGED WHITE REFLECTOR Lighting & Power Plan HALO H7T-73-PS CEILING NON-IC FIXTURE;GLA55 ,f(07a 107a ,' 107a 1d7a R2 1 60W A-21 `� , RECE55ED FRESNEL LENS SHOWER LIGHT Job No. 06-991 W1 -- -- TO BE SELECTED BY OWNER WALL INTERIOR WALL FIXTURE Drawn by CCS Date 3/22/07 W2 -- -- TO BE SELECTED BY OWNER WALL EXTERIOR WALL FIXTURE Checked by JWH 51 -- -- TO BE SELECTED BY OWNER CEILING PENDANT SURFACE D \q�- C-**�n 5 . 0'9 ° 192 �04 I Abbreviations E NEW DEVICE IN EXISTING LOCATION ............................................................................................................................................................................................... �02b 202b E ' E: LIGHTING 5YM13OL5 ` : FR11 FIXTURE TYPE : room # SWITCH CONTROL CIRCUIT j 1 CEILING RECESSED MOUNTED C1 of CEILING RECE55ED WALL WASHER f 202a of CEILING SURFACE MOUNTED 202b 202 202b Q4— WALL MOUNTED 203b ' 200b I PENDANT MOUNTED i E i BEM 2 E Di OUTLETS AND SWITCHES 203b �° `' 200 203b FLOOR MOUNTED 120V RECEPTACLE(LEVITON 41652-0000 13RA55 PLATE) _ _ - _ _ _ _ _ - - _ _ 3_ --_--_ _ _ _ _ _ _ _ _ _ _ _ _ ' 202?b 202a - - - _ _• _ COUNTER-MOUNTED GFCI RECEPTACLE(LEVITON 41652-000 BBRA55 PLATE) r . t\ 110V DUPLEX RECEFT @ 18" AFF A 110V DUPLEX RECEPTACLE - COORDINATED W/ ARCHITECT C1 i :.. e 110V GFCI DUPLEX RECEPTACLE @ 42" AFF OR A5 DIRECTED BY ARCHITECT :c..tE u..t�o.. ;x.r.;a....a. x .. O E E C1 200 C 110V DUPLEX RECEPTACLE @ 42" AFF j E. a 203a 2©4a.,,.... n 204a BEDROOM 1 ...a•n-o-rr m a�G1 .a.a.,ary."...a .... Sp .. ZO a 110V WEATHERPROOF DUPLEX RECEPTACLE @ 24" ABV GRADE SD - 203 0 0 204a . 220V RECEPTACLE @ 42" AFF BEDROOM 3 204 N N 110V DUPLEX RECEPTACLE; UPPER HOT, LOWER SWITCHED SD HALL � � STANDARD SWITCH; 48" AFF 207 R2,'' OTHER T "-- - 1 0 0 200b 201 f� �. j 203b c"" R1 E E TV CABLE TELEVISION JACK 203b sHoRr d TELEPHONE JACK 203b 201a Ag Hd 200b 207a 1 U PfH W1 EF COMPUTER NETWORK JACK 2 1 1 1a 201I b m� ................... ' NI OS c LW FAN/LIGHT/NIGHT-LIGHT 3 ` 3 S6D SMOKE DETECTOR (NFPA 72 - COMPLIANT, INTERCONNECTED) EF EXHAUST FAN 1 _�•\ n 205b i R1 ;, o0 205 13 THERMOSTAT BATH 2O5a 5FECIAL POWER CONNECTION u ® FIRE ALARM W1 ------- 207 JIB JUNCTION BOX 206b REVISIONS i Date Notes 2 17 ZQZ 2060 7�06 HALLy` '�� BEDFROOM 4 CL_G FAN SD 206a 45 Bokum Road 206b .. . J. W. HUBER P. O. Box 441 Essex, CT 06426 206b ARCHITECT W1 207a LLC (860) 767-7334 2?06b © 0 FAX 767-1631 207a W1 207a • El / .................................................P. . 2D& Lyon Residence Reconstruction 08a 20b0r 3 SD m S1 Crescent Avenue 20�E Fishers Island, New York 208a i BEDROOM 5 2 �. BATH 13 10 W CLG FAN EF JB 2: 8c ,,..., ......_ 209b 208b EF .. ..I 209b 209a . 208c '13 2100 �10b r � Second Floor 208a 210c �Qa p"ILighting & Power Plan i ®i I�21Q ot... :c 210�a ' BATH `. / . �_......... 209b Job No. 06-991 Drawn by CCS Date 3/22/07 Checked by JWH Scale 1/4" = 1'-0" �RE D ,4,V N1T ivEY Cy, Z n 5 . 1 N� y�ter` •� r 9 °}�a19�+`L •,�0�,4s` a WIND1OW SCHEDULE - HARBORMASTER BY EAGLE WINDOW & DOORS 1/2"GWB ICYNENE INSULATION TYPE W1INDOW MODEL NO. DESCRIPTION FRAME SIZE R.O (w x h) WALL THK GLASS MUNTIN(w x h) QTY COMMENTS A DHG3060 CLAD DOUBLEHUNG 3'-0" X 6-0" 3-0 1/2" X 6-0 1/2" 4 9/16 STD IG 2W x 2H EA 8 1/2" THK THERMAX INS BD ON EXT WALLS 3/4"THK THERMAX B DHG3050 CLAD DOUBLEHUNG 3'-0" X 5-0" 3-0 1/2" X 5-0 1/2" 4 9/16 1 STD IG 3W x 2H EA 3 1/2" THK THERMAX INS BD ON EXT WALLS INSULATION C DHIG1860/DHG3060/DHG1860 CLAD DOUBLEHUNG MULLED 6'-4" X 6-0" 6-4 1/2" X 6-0 1/2" 4 9/16 STD IG 2W x 2H EA/3W x 2H EA 2 BOARD D DHIG1850/DHG3050/DHG1850 CLAD DOUBLEHUNG MULLED 6'-4" X 5-0" 6-4 1/2" X 5-0 1/2" 4 9/16 STD IG 3W x 2H EA 1 E DHG3060 CLAD DOUBLEHUNG 3-0" X 6-0" 3-0 1/2" X 6-0 1/2" 4 9/16 STD IG 3W x 2H EA 1 F DHG2040 CLAD DOUBLEHUNG 2'-0" X 4'-0" 2'-0 1/2" X 4'-0 1/2" 4 9/16 STD IG 3W x 2H EA 1 G DH(G2456/DHG3056/DHG2456 CLAD DOUBLEHUNG MULLED 7-8" X 5'-6" 7-8 1/2" X 5-6 1/2" 4 9/16 STD IG 3W x 2H EA 2 H DHG1840 CLAD DOUBLEHUNG 1'-8" X 4'-0" 1'-8 1/2" X 4'-0 1/2" 4 9/16 STD IG 2W x 2H EA 4 I DHG3050 CLAD DOUBLEHUNG 3'-0" X 5'-0" 5-0 1/2" X 5-0 1/2" 4 9/16 STD IG 3W x 2H EA 6 11 J DHG2656 CLAD DOUBLEHUNG 2'-6" X 5-6" 2'-6 1/2" X 5-6 1/2" 4 9/16 STD IG 3W x 2H EA 2 0 K DHG3056 CLAD DOUBLEHUNG 3-0" X 5-6" 3-0 1/2" X 5-6 1/2" 4 9/16 STD IG 3W x 2H EA 1 L DHG2646 CLAD DOUBLEHUNG 2'-6" X 4-6" 2'-6 1/2" X 4'-6 1/2" 4 9/16 STD IG 3W x 2H EA 4 2 X 4 FRAMING 1/2"SHTH 1/2"GWB 3/4"THK THERMAX INSULATION BOARD 1 WINDOW FRAMING SECTION 3 1/2"TYP. DOOR SCHEDULE 10" 10" 3"TYP Door # D)oor Width x Height Door Thickness Door Type Wall Thickness Hardware Set Remarks HEAD 001.1 2'-6" x 6'-8" 1 3/8" C 4 9/16" A M 11"TYP. N 101.1 3-0" x 8'-0" 1 3/8" A 4 9/16" A 103.1 3-0" x 8'-0" 1 3/8" A 4 9/16" A s 104.1 3'-0" x 8'-0" 1 3/8" A 4 9/16" A JAMB � W . W � 104.2 3'-0" x 8'-0" 1 3/8" A 4 9/16" A W 105.1 2'-6" x 6'-8" 1 3/8" B 4 9/16" B 106.1 2'-6" x 6'-8" 1 3/8" B 4 9/16" C s 107.1 3'-0" x 8'-0" 1 3/8" A 4 9/16" A 33/32" GLASS 33/32" FRAME WIDTH 60 200.1 2'-6" x 6'-8" 1 3/8" B 4 9/16" B " SILL 200.2 (2) 2'-0" x 6'-8" 1 3/8" B 4 9/16" C 201.1 2'-0" x 6'-8" 1 3/8" B 4 9/16" B 49/16" HORIZONTAL SECTION 202.1 2'-6" x 6'-8" 1 3/8" B 4 9/16" B 55/8" 202.2 2'-0" x 6'-8" 1 3/8" B 4 9/16" C DIV7/8"IDED MODERN DIVIDED LIGHTS REVISIONS 203.1 2'-6" x 6'-8" 1 3/8" B 4 9/16" B VERTICAL SECTIdON Date Notes 203.2 2'-0" x 6'-8" 1 3/8" B 4 9/16" C 203.3 2'-0" x 6'-8" 1 3/8" B 4 9/16" C 3060 DOUBLE HUNG 6"TYP 205.1 2'-2" x 6'-8" 1 3/8" B 4 9/16" B 206.1 2'-6" x 6'-8" 1 3/8" B 4 9/16" B HAR[30RMA5TER WINDOW HAK1 0KMA5TEK 20 .2 2'-0" x 6'-8" 1 3/8" B 4 9/16" c 2 HAR 0IRMA5TER WINDOW SECTIONS 3 DIVIDED LIGHT DETAIL 4 INSTALLATION ELEVATION P5o X 441d 207.1 2'-4" x 6'-8" 1 3/8" B 4 9/16" C J. W. HUBER 208.1 2'-0" x 6'-8" 1 3/8" B 4 9/16" B A6.0 311 = 1' - 0" �-o3" = 1' - 011 A6.0 3/4" = 1' - 0" Essex, CT 208.2 1'-2" x 6'-8" 1 3/8" B 4 9/16" C ARCHITECT 06426 209.1 2'-6" x 6'-8" 1 3/8" B 4 9/16" B LLC (860) 767-7334 209.2 2'-4" x 6'-8" 1 3/8" B 4 9/16" C 13 FAX 767-1631 210.1 2'-4" x 6'-8" 1 3/8" B 4 9/16" B 16 A = ENTRYTIN - Lyon Residence B = PRIVATE = Reconstruction C = PASSAGE Crescent Avenue Fishers Island, New York 3'-0" SAW 411/16 2'-2 S/8" " Schedules & Window Details Job No. 06-991 'r' o H1 1 1 Drawn by CCS Date 3/22/07 Checked by JWH Scale as noted D qRc C11- VAN �.o HAI2P>OI\MA5TE12 HAI2P>OIZMA5TE12 :-' l_ �' DOOR TYPE A - MODEL SP1112 DOOR TYPE B DOOR TYPE C 5 EXTERIOR ELEVATION 6 INTERIOR ELEVATION ����;°�.11 Q� 6 . 0 EAGLE WINDOW & DOOR CO INTERIOR DOORS BASEMENT DOOR A6.0 1 1/2" = 1' . 0 A�-o11/2" = 1' - 0" � b�^ N }< V .. Y N 3"VTR,REFER 3"VTR,REFER TO ARCHITECTURAL TO ARCHITECTURAL PLANS FOR EXACT PLANS FOR EXACT LOCATION LOCATION AIL �I� I I I I I � ROOF I I I I I- - - - - - - -3"V- 7 - - - - -I - - ' - 7 -3"V_ _T -1 r -3"VT_ T_ - - - �- - - 2"V- 7 - - - 7 - - 7 I I I I I I I I I I I I f I FINISHED 1 208 1 I 1 1 210 1 1 1 205 1 I 1 201 1 1 CEILING BATH I I I I BATH I I I BATH I I I BATH I I I I I I I I I I I I I SHOWER I I I I I 1 SHOWER SHOWER I I I I I SHOWER 3 I LAV WC I WG LAV I 3 3 1 LAV WC WC LAV I 3 Q 1 2 I I 2 1 i I 10 2 I 2 1 I I O O I O O I I I 1 0 O I 0 0 1 I I I I I I 1 r 1 I I I 1 1 I r I I I I I i h II I I SECOND ll�" .1 1 i I , I ,ff I ' FLOOR Lri tji 2"V- - - - - - - -1 I 1- - - - -2"V. - - - -1 - - , I I I 1 1 I i I FINISHED I I I I I I I 1 I CEILING 1 107 1 106 I I 105 1 1 LAUNDRYI BATH I I I KITCHEN I CLOTHES ILAUNDRY I I I I I WASHER I SINK LAV I WC SINK I SINK I DW 1 I I 10 01 1 0 0 0 10 i I I i I 1 I C H I I I I I I FIRST FD � 1jj rj FLOOR TRAP - PRIMER COLLECTION CO r CO 3W 1 -� CO BASEMENT IH Hi 2 i CEILING a C C 4"W TO __ __4"W-- i I i CO SEPTIC aI SYSTEM _ _ _ _ H _ _��� REVISIONS ENTRANCE Date Notes VALVE 0 - - - - HB , FROM - L - - WATER BASEMENT MAIN 45 Bokum Road HEATER IT J. W. HUBER P. O. Box 441 Essex, CT WATER 06426 SYSTEMDRAIN ARCHITECT VALVE PLUMBING WORK ITEM NOTES LLC (860) 767-7334 FAX 767-1631 0 1/2" HW,1/2"C2,1 1/2"WASTE,1 1/2"VENT TO LAV O2 1/2"MIXED WATER,3"WASTE,2"VENT TO WATER CLOSET O3 3/4" HW,3/4"CW,2"WASTE,2"VENT TO TUB OR SHOWER WITH Lyon Residence 31/2"SHOWER HEAD Reconstruction ® 1/2"HW,1/2"CW,1 1/2"WASTE,1 1/2"VENT TO SINK Crescent Avenue 0 1/2" HW,3/4"WASTE TO DISHWASHER(CONNECT WASTE TO Fishers Island, New York INDIRECT CONNECTION AT SINK TRAP OR GARBAGE DISPOSAL © 1/2" HW,1/2"CW,2"WASTE TO WASHER Q7 3/4"CW,TO HOSE BIBS Plumbing Riser Diagram FREEZE FROTECTION NOTE ALL PIPING MUST BE RUN IN SUCH A MANNER TO AVOID THE POTENTIAL Job No. 06-991 OF FREEZING. PROVIDE ADEQUATE COORDINATION DOCUMENTS AND INSULATION TO ELIMINATE THE POTENTIAL OF PIPE FREEZING AND PIPE/FITTING BURSTS Drawn by CCS Date 3/22/07 Checked by JWH Not to scale SYMBOLS r-O SHUT-OFF VALVE Ku �kED ARC 1 MIXING VALVE yaN�TNfY .ti,� L yG;n .ri �:o ^ m.-1 -. A_ 1 . 0 Y