Loading...
HomeMy WebLinkAbout25117-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27233 Date: 08/03/00 THIS CERTIFIES that the building NEW DWELLING Location of Property: 7825 NASSAU POINT RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 4 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6, 1998 pursuant to which Building Permit No. 25117-Z dated AUGUST 19, 1998 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 REPLACE EXISTING ONE FAMILY DWELLING WITH TWO STORY ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROBERT GREDICK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N-515644 02/16/00 PLUMBERS CERTIFICATION DATED 07/26/00 PECONIC PLUMBING&HEATING A;Xorizefd Signature Rev. 1/81 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. 25117 Z Date AUGUST 19 , 1998 Permission is hereby granted to: ROBERT GREDICK 1 CROSSWAY PARK WEST WOODBURY,NY 11797 for REPLACE EXISTING SINGLE FAMILY DWELLING WITH A TWO STORY SINGLE FAMILY DWELLING AS APPLIED FOR. TRUSTEE PERMIT #4936 . DEC WAIVER 3/30/90. at premises located at 7825 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 118 Block 0004 Lot No. 006 pursuant to application dated JULY 6 1998 and approved by the Building Inspector. Fee $ 554 .00 Applicatioin Fee + 75.00 629.00 71 ng nspec or ORIGINAL Rev. 2/19/98 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the buildir inspector with the following: for new building or new use: 1. Final survey of .property with accurate location of all buildings, property line-- 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 12 lead. 5. Commercial building, industrial building, multiple residences and similar buildi 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. �y B. For existing buildings (prior to April 9, 195.7) non-conforming uses, or buildings a '.'pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building a unusual natural or topographic features, 2. A properly completed application and a consent to ins ect. .signed_by the -appl� can If a Certificate of Occupancy is denied, the Building Inspector shall staW he reasons therefor in writing to the applicant. �� � AUG .3 41.; 2W jb' C. Fees . . 1. Certificate of Occupancy - New dwelling $25.00, Addit ons ,taig ,2�5.00 Alterations to dwelling $25.00, Swimming pool $25.00, , y ui ing :00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $100.00 3. Copy of Certificate of Occupancy - .25¢. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . 'car.��b. . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. .. . . { r. .[.�. Old Or Pre-existing Building. . � (� . . . . . . . . . Location of Property. . .7.0'.. . . nSS� . .P.�� Q, , , rte( , , , , , , , ,�,ilT�. . . U.`„ _ , House No. Street Hamlet Onwer or Owners of Property.. . .. �ft� ���.. ��.yy.. . .. . . V'_0tC. . . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. . . . . �.K . . .Block. . . . .��. . . . . . . .Lot. . . . . ./ �. . . . . . . . . . Subdivision. . . . . . . . . . . . . . . . . .. .. . . . . . . . . .. . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . 6 0. . . . . . . . . . Permit No. .2 5U?t .Z .Date Of Permit. . .. . . . . . . . . . . . .Applicant. . . . . . . . . . . . . . . . . . . . . . . . . . Health Dept. Approval. . . . . . . ... . .. . . . . . . . . . .. . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . ... . . .. .. . . . . .. .. . . .. . Request for: Temporary Certificate. .. . . . . . . . . Final Certicate. . .. . . . . . . . 11)< d" - Fee Submitted: $. . .a4f-d. . . . . . ... . .. . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . S9-X1 APPLI eo-F- aW33 THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 2000081 BUREAU OF ELECTRICITY ' F40 FULTON STREET, NEW YORK,N1,10088. FEBRUARY 16,2000 17424398/98' N 515644 Date Application No. on file = THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of ROBERT GRED.ICK, 7825 NASSAU POINT ROAD, CUTCHOGUE, NY �II Er� N3(� ATTIC/OUT in the following locatiRt7,;R�l1Ba,TelnepL0�C1 1st FL iJ 2nd Fl. Section Block Lot was examined on C,Eb ttttlllllYYYiCCCYY liLL7q LLbb and found to be in compliance with the National Electrical Code. FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT, K.W. AMi K.W. AMT. K.W. AMT. H.P. 62 49 59 62 2 3.5 1 1.2 6 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS ISPECIAL REC'PT.I TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. fSMi,� AMPS. TRANS. AMT H.P. NO.OF FEET AMT. WATTS 4 F 1 211 8 600 SERVICE DISCONNECT NO.OF S E R W ,i C E METERO.OF CC COND. -A.W.G:= - — AW 6 - A.W.G. AMT. AMP. TYPE EOUIP, 10 2W 1 0 3W 3 0 3W 3 0 4-F-PER 0 OF CC CONS. NO.OF HI-LEG OF HbLEG NO OF NEUTRALS OF NEUTRAL OTHER APPARATUS: WIRLPOOL BATH-1 PADDLE FANS-4 FINEHIRSH, BARRY LIC.#1207 E L L P.O.BOX 579 SPEONK, NY, 11972 GENERAL MANAGER 11 Per This certificate must not be altered In any manner; return to the office of the Board if Incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS CUPY 07=11111-IUAlt M. -,NOT BE ALTERED IN ANY MANNER. /� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 11 L/--� NEW YORK BOARD OF FIRE UNDERWRITERS S BUREAU OF ELECTRICITY 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT SUpon the application of upon premises owned by 5 5 UNITED ELECTRIC CO. BOB GREDICK 285 BROADWAY 7829 NASSAU POINT RD 5 BETHPAGE, NY 11714, CUTCHOGUE, NY 11935 5 SLocated at 7829 NASSAU POINT RD CUTCHOGUE,NY 11935 5 Application Number: 1051886 Certificate Number: 1051886 5 5 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: Detached Garage, S 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be in compliance therewith on the 1st Day of July,2002• Nance OTY Rate Emu Circuit jupe Alarm and Emergency Equipment Transfer Switch 1 0 100 amp 5 Generator 1 0 12 kw 5 Panels Cj 1 100 12 5 5 5 S 5 5 5 5 seal 5 C 1 of 1 €J This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. O r 7 765-1802 13UILDING DEPT. IN RECTI ON [ ] FO ATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FI A CHIMNEY RE R S: DATE/d/4/47�INSPECTOR M-1802 BUILDING DEPT. � f NSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: &0iA-lC ,✓ If DATE r �a INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ �-fIflAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR aaW71- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: ~ qL An DATE INSPECTOR 7GS-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FO�JNDATION 2ND [ ] INSULATION [ L FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ze , DATE �� ` INSPECTOR ��o��SUFFO(�-COGy Town Hall,53095 Main RoadFax 516( ) 765-1823 P.O. Box 1179 A Telephone(516)765-1802 Southold,New York 11971-0959 O1 dol * Sao BUILDING DEPARTMENT TOWN OF SOUTHOLD July 21, 2000 Robert Gredick 7825 Nassau Point Rd. Cutchogue, NY 11935 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is (not on file. ) $25.00 No Health Department Approval on file. No final inspection has been made. XX No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984 ) . BUILDING PERMIT # 25117-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. POLK�,OGy ~ Fax(516)765-1823 0 Z Town Hall,53095 Main Road H Z*s Telephone(516)765-1802 p.O.Box 1179 O • �F r _-_.-.,..."a "`_ -- � Southold,Now Yodc 11971 ��0� ��O _ " d, AUG 31000 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLDILI, C E R T I F I C A T I O N DATE• Building Permit No. <<�= Owner: Gt21� 1�1� (p, ase print) Plumber: (lint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. IL-- (Plumbers Signature) Sworn to before me this tU" 7 day of -z Notary Public, ' County Notary Ptd state of New Yak % Ne.o4S1741144752 0UaFmd in Suffolk cm Canlnlssbn Expires Sep.3o J SOFFoi/(�oGy o T Town Hall,53095 Main Road W Fax(516)765-1823 Telephone (516)765-1802 P.O. Box 1179 Southold, New York 11971 • OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N A� DATE: Building Permit No. Owner: _R D a -FzEA-- (please print) '/ Plumber: ��CO/!/G Z rd/J�a/Ilyg /C��/N4 (please print) 1--- / I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbe�i's ignatu ) Sworn to before me this ��yyyypp� day of 195 Notary Public, County PATRICIA CORWIN Note c,State of New York lo.0=5017852 OuaINW N SultaNc Oounty Gomm Faykea f3, �/ f Albert J. Krupski,President Off at/( Town Hall James King,Vice-president _ �O ear-- 53095 Main Road Henry Smith y� P.O.Box 1179 Artie Foster co x Southold,New York 11971 Ken Poliwoda p �, • �� Telephone (516) 765-1892 Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 25, 1998 Robert Gredick c/o BG Instruments 1 Crossways Park West Woodbury, NY 11797 Re: SCTM #118-4-6 Dear Mr. Gredick: The following action was taken by the Board of Town Trustees during its regular meeting held on June 24, 1998 regarding the above matter: WHEREAS, ROBERT GREDICK applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated June 4, 1998, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 24, 1998, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standard set forth in Chapter 37-18 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, r 1 RESOLVED, that the Board of Trustees grant a Wetland Permit to demolish existing 1 1/2 story residence on existing foundation with a 16 ' X 20 ' addition and a 16 ' X 13 ' enclosed porch, and BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency which may also have an application pending for the same or similar project. Permit to construct project will expire two years from the date it is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified upon completion of said project. FEES: none Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/jmd ;7 ULM Board Of Southold Town Trustees SOUTHOLD, NEW YORK ti PERMIT NO. `/ !cam DATE: June 25, .1998 ISSUED TO Robert Gredick. ir 0 Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance an- titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;"' and in accordance with the Resolution of The Board adopted at a meeting held on June 24 19.98.., and in consideration of the sum of $ 150.00 paid by . —Robert .!Gredick... of ......... ...... ...... . N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, A of Southold Town Trustees authorizes and permits the following: to Demolish existign 1 1/2 story residence on existing foundat with a 16' X 20' addition and a 161 X 131 enclosed porch 1,� all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- 9A by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �,j orV U'3 Trustee's­ TERMS and CONDITIONS The Permittee Robert Crerlick residing at Nassau Point Road Cutchogve N. Y., as part of the consideration for the issuance of the Permit does understand and prescribe to the fol- lowing: i 1. That the said Board of Trustees and the Town of Southold ate released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any oper- ation performed purse t to this permit, and the said Permittee will, at his or her own expense, defend any and all such suitsinitiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold 2. That this Permit is valid for a period of 24 mos. which is considered to be the estimated time required!to complete the work involved, but should circumstances warram, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the struCM a or project involved, to provide evidence to anyone concerned that auth- orization was originally obtained. 4. That .the work involved will be subject to the inspection and approval of the Board to its agents, and non-compliance with the provisions of the originating application, may be cause for revocation of this Permit by resolution of the said Board. 5. That there will''be no unreasonable interference with navigation as a result of the work herein addrorized. 6. That there shal be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work or project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work auth- orized, 9. That the Permittee will obtain all other permits and consents that may be required sup- plemental to this permit which may be subject to revoke upon failure to obtain same. New York State Department of Environmental Conservation Region 1 Headquarters SUNY, Building 40J Stony Br ok, NY 11794 DATE: 30"/g7e Re: Thomas voi0 c+�ati-Thomas C. Jorling �]p•1,Eyot,tL �7u-.�� yf, G�/�'7��J.�S— "`�`r/; � Oommissloner Dear 7XLL A review has been made of your proposal to: E?afi �u I` '18 z s� I�aa�c obi. /20/ Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the parcel project is: Y Greater than 300 ' from inventoried tidal wetlands . Landward of a substantial man-made structure greater than 100 ' in length which was construc ed prior to 9/20/77 . I Landward of the 10 ' above mean sea level elevation contour on a gradual, natural slope. Landward of the topographic crest of a bluff, cliff or dune which is greater than 10 ' in elevation above mean sea level . Therefore, no permit is required under the Tidal Wetlands Act (Article 25 of the Environmental Conservation Law) . Please be advised, however , that no construction, sedimentation or disturbance of any kind may take place seaward of the 10 ' contour or topographic crest without a permit . It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a result of your project . Such precautions may include providing adequate work area between the 10 ' contour or topographic crest and the project ( i .e. a 15 ' to 20 ' wide construction area) or erection of a temporary fence, barrier , or hay bale berm. Please note that any additional work; or modification to the project as described, may require authorization by this Department . Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies . Very tru,4 yours, '�%//� Regionaermiyt �A�dm nistrator �4 ROBERT H. WHELAN, P.E. P.O. Box 590 #160 Bungalow Lane,Mattitucly NY 11952 Telephone 516-298-5770 •Facsimile 516-298-9585 f ! APR _ yl 1999 ( April 5, 1999 r� o�wN o °S Lt Outhold Bm mg rfinent Main Road Southold, New York 11971 Att: Mr. Michael Verity Re: New Residence Mr. Robert Gredick 7825 Nassau Point Road Cutchogue,New York 11935 Permit No. 25117-Z Dear Sir: Pursuant to our conversation with reference to the above project,this letter is written to further enhance my previous letter of March 10, 1999, copy attached. It is my professional opinion that the framing member substitutions referenced in the attached letter were installed in accordance with the manufacturers recommended installation procedures. Thank you for your time and cooperation on this matter. If there are any questions relative to the above please do not hesitate to call. OF NEW �P SRT H. Wfj dQ *�ao9 fit { Ve Truly urs; c W 46 No 61456 � � Robert H. Whelan, P.E. up ssl cc: Mr. Eugene Burger ROBERT H. WHELAN, P.E. P.O. Box 590 •160 Bungalow Lane,Mattituck, NY 11952 Telephone 516-298-5770 •Facsimile 516-298-9585 March 10, 1999 Town of Southold Building Department Main Road Southold, New York 11971 Art: Mr. Michael Verity Re: New Residence Mr. Robert Gredick 7825 Nassau Point Road Cutchogue, New York 11935 Permit No. 25117-Z Dear Sir: The above referenced project was inspected on Monday, March 8, 1999, at the request of the builder, Mr. Eugene Burger. The propose of the inspection was to determine if the changes to the structural member sizes and/or types utilized on the project meet or exceed that specified on the approved plans by Linda Kennett Design Associates of Putney, Vermont. The basic framing member changes on the project consist of. Floor Joists: • As-built: 11-7/8"WIF 43 engineered floor joists spaced at 16"o/c.by Georgia Pacific • Specified: 2"x12" Douglas Fir dimensional lumber spaced at 16"o/c. Girders&Headers: • As-built: Built-up 1-3/4"xl 1-7/8"2.0 GP LAM by Georgia Pacific • Specified: Built-up 2"xl2" Douglas Fir dimensional lumber It is my professional opinion that the as-built frame construction meets or exceeds that specified by the permitted plans referenced above. I believe the as-built construction of the framework is in conformance with the general intent of the New York State Building Construction Code. Thank you for your time and cooperation on this matter. If there are any questions relative to the above please call. OF'NEW cry Tri Yo 7 Robert H. Whelan, P.E. 614`•`6 cc: Mr. Eugene Burger `�"�Fg;�y® 01/14/99 16:11 FAX 5169210807 B G INSTRUMENTS Z002 Nov 02 ;98 08: 39a LINDA KENNETT 902 254 4871 p. 2 t ItaJ cog 12 121 XXX 2r c3 1L' aa- 7 !off t4AIt* "—— 12 1.K194'fl�. ' s MyQu 6•ubPs. Tyr gw Y� Lj ® ® ® ® ® U5ORM 02 4 KIT. 156 SAW TYPD.R. 11/03/98 10:47 TX/RX N0.3085 P.002 01/14/99 16:11 FAX 5169210807 B G INSTRUMENTS 2003 09: 38a LZHDR KENNETT 602 254 4871 P. 1 '�AfA�J,ld� lhETA�L I ! 14W 45 1�►vG6. S>� 1 12 14 m 14 2: ax •l t1u�,a� 2• ZxtZ 2 �•tt." 6 2: 2x8 LLLJ 9 �oVTH �I,gV/1TroN — ��'GH ist�Ar�AiNb f�o1i� + t�PPtsR'f f10RTM SNV D� PDiZGN yGlD68 11/03/98 10:47 TX/RX N0.3085 P.001 01/14/99 16:11 FAX 5169210807 B G INSTRUMENTS IM 004 a L.INDR KENKETT 902 254 4671 P• 2 2X8 TIES a 32' O/C, SEE f/ i f It� I I `TSG CEILING PORCH RAILRY.TYP.ON DECK inl I,VAN 1 I BE4M II-1w Tit 35 a IH•.00 IKSULAT14N EXST6 55r IT PORCW BASEMENT . 4"CCNCRETE SLAB.TYP TEN E:cD FOOTINGS FNDN WdLL5 ' pouN TO LEVEL OF HAEEhENT ` , �`y<P P�v A xO,S,i�F J n A �J1 r 10/09/98 08:10 TX/RX NO.2998 P.002 NKOWWH. WHELAN.9 P.E. Q - P.O.Box 590 •160 Bungalow Lane,Mattituck,NY 11952 MAR igg9 Telephone 516-298-5770 •Facsimile 516-298-9585 TOWBLOG.DEPT. March 10, 1999 Town of Southold Building Department Main Road Southold, New York 11971 Att: Mr. Michael Verity Re: New Resi ence Mr. Robert Gredick 7825 Nassau Point Road Cutchogue, New York 11935 Permit No. 25117-Z Dear Sir: The above referenced project was inspected on Monday, March 8, 1999, at the request of the builder, Mr. Eugene Burger. The purpose of the inspection was to determine if the changes to the structural member sizes and/or types utilized on the project meet or exceed that specified on the approved plans by Linda Kennett Design Associates of Putney, Vermont. The basic framing member changes on the project consist of: Floor Joists: • As-built: 11-7/8"WIT 43 engineered floor joists spaced at 16" o/c. by Georgia Pacific • Specified: 2"x12"Douglas Fir dimensional lumber spaced at 16"o/c. Girders&Headers: • As-built: Built-up 1-3/4"xl 1-7/8"2.0 GP LAM by Georgia Pacific • Specified: Built-up 2"x12"Douglas Fir dimensional lumber It is my professional opinion that the as-built frame construction meets or exceeds that specified by the permitted plans referenced above. I believe the as-built construction of the framework is in conformance with the general intent of the New York State Building Construction Code. Thank you for your time and coo eration on this matter. If there are any questions relative to the above please do 1 . ,()F NEW ,11 R H. �B8 O� '� Very raly Yo 0 r ra i 2n Obert H. Whelan, P.E. 614`6 cc: Mr. Eugene Burger SStO�fy DESIGN ASSOCIATES Post office box 184 Putney uermont 05346 802 254 4871 hie Agcy i � 7 October 1998 4�� rgP¢APP Robert Gredick T One Crossways Park West ill Woodbury,NY 11797 r � C OF NEN Amendment l: Gredick Residence, 7825 Nassau Point Road, Cutchogue,New York 11935 1. DWG. (1/A-3): extend footings and foundation of Rotch to same elevation as basement. Frame floor of Porch with TJls as descibed. Provide vents and entry access from main basement into Porch Basement. * 2. DWG. (1/A-2): lengthen East and West walls of Porch 2'-3" in Southerly direction; dimension 10'-4 1/4"will change to 12'-7 1/4", and dimension 13'-3 3/4" will change to 15'-5 3/4". * 3. DWG. (1/A-2): railing of Deck at South side of Porch will extend no further than 30" from face of South side of Porch wall. * 4. DWG. (7/A-4): change doors O and ll from Pella DSCSF 11782 to Pella DSCSF 14182. 5. DWG. (1/A-1): add pier to North side of covered porch at Entry. 6. DWG. (1/A-2): add deck at North side of coverd porch at Ems. 0* see attached -- OC( 1 3 1998 PI DG. DEPT. T VdR'OF SQ1th'OLD 2X8 TIES a 32' 01C, 5EE @)4 =TsG3G-=====\ PORGN � RAILING iYP.ON DECK� BEAM II.1/8" TY 3516"OC INSULATION EXSTG 5SMT PORCH 5,45EMENT 4" CONCRETE BLAB,TYP EXTEND FOOTINGS d FNDN WALLS DM TO LEVEL OF BASEMENT ` aEO A,(?o J 9 oP . ppK ,y cl A�INDMNT 1 m �- A4�. , 021241 y0Q' OF NEN UP 6-1/2° 2'—g" � Q � V � � m � � > PO�C4 4 W — - - - � — UP 6° UP 6" W —4 - N � m � �0 N It,AT TOP ® ©ABOVE 10 NJ N IN j UP 6 N P „ EauAL EaU,4L 2'-111/2' 2'-11 1/2" �,gg D A,q�y ol i A�IENDI��IENT #2 J FOF NE4 ll� AT TOT- A5 VIE OPAsoVE ID 9 N DECK, UP &' I EQUAL EQUAL ol LIMIT OP DECK RAILINCs 2'- I 1,2" Imo, I„ 2'-II 1/2' 20'_x" ��¢ED gRCy ��2oP RAPD KfNyF/� A�IENIDMNT 1 / N yr �'rzn'� oQr F OF NNE ' 3._8.. GADDr) P IERR J I - - - -I I EXISTIN6, SEPTIC DISG-IARGE m I I I I F-F I � LJ I I I I I I I � I I I I I i I I Q OUTLINE OF Dr=CK-►I v I � I I I Q I r-� m I F - - - -I �-I - I I L - J ��RED A RC , O A�IENE)�IENT I / v 9p 02 12 41 �0P F 0p NE`1'1 ADD DECK AT NORTH END OP COVERED PORGN AT ENT V m 5ATH 1 N m r --- I � O �F M1 W 4'_211 O <�ABOVE! S Nv � A PROVIDE DRYER vENT 4 GAP 41 RED A,qC RAPD KF4,2y�T ADEN[DENT 1 , 4;�i1 T9p O2t24� p4 F OF NE14 y Robert Gredick C/o B.G. Instrument Corp 1 Crossways Park West Woodbury,NY 11797 921-7340 September 10, 1998 Town Hall 53095 Main Road PO Box 1179 Southold,NY 11971 ATT: Mr. Gary Fish, Building Department Dear Sir, Here are the new drawings. Elongating the bedroom and living room changed this house by about three feet. It also will be moved back on its foundation towards the road 10' 9". Thereby moving the waterside onto the existing mid foundation with the bedroom porch over the existing waterside foundation. Thank-you very much, your help is appreciated. Best regards, 13 "9 Bob Gredick I PROFESSIONAL ENGINEER HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 516-765-2954 Date: August 27, 1998 Reference: SCTM#1000-118-04-06 Mr. Gary Fish Southold Town Building Department Main Road Southold,NY 11971 Dear Mr. Fish, I have had opened and inspected the existing subsurface sanitary system for Robert Gredick the premises located at: 7825 Nassau Point Road Cutchogue,NY 118-04-06 The existing subsurface sanitary system consisting of a solids tank and a leaching pool, is adequate at this time to service a single family home E OF NEW YO �Q\h ftscly .v 5 r 2 FOA ryO. 052510 ��t> R�FE'SSIONP� oseph Fischetti, PE �5�(� _-,t 1998► BLDG.DEPT. - 'TOWN S F UTHOLID �w ice. OUNDATION4� C.r.a.�r✓��ici �.. 1r' i. La � 'OUNDATION ( 2nd ) FO IMP 2-mr, 1OUGH FRAME ROW �I I� � _ - LOT •89�. - _ . - 4 c•` h` . i:' _ -' T;� : call.:" AfJ$� 3:-_�:� :_,�;,:::. AL' tat Wa tx 10K t- PEZ., d,' ' nr V ;04e Lio -Yon air WELL Isom 4 Tri:t•.4.\ r' k•' n it " r 4 b0'' �,a,,a• :tee of ""r-'j10A° � �= 25, �E ;��'_ :'.. _ wl l� ter' �x • _ T �V/ �. rx: SURVEY OF _0 o : LOT 60 -"AAENDW MAP ,A' OF NfA&UU PCS"0: �DAwIM`�s 14 AA72 /� f�ENA7 AT /�/"1SaS�TL/. POINT TOWN' OF. SOUTHOW * . }:. oSUFfbLK COUNT Y N'Y. scALEt 'F MAR �/,•--fir . -. . .. - � � . . � - . •- .i��:J'T<. .?rr9�4. ....`:o:�'JIl .� �<,.civ'Al .. 'N.cr'� ..F':' :•Y 'iQF'3S,'.' 'iY±.-.3' e_,j:4":r ga`E4 ": z, - . ,., .•i"%�..�t- :�:-c.':..x�"`w.;•ix�1L's"bv''1f+�xdNvi - 09/15/98 15:32 FAX 5169210807 B G INSTRUMENTS 1.40034 . ....... '2 bf hl- LOT. ' 1 '.'I•.:;\"ry i•. y..j•1.1•1\. :4i.iY�v'. Poo LW o5r Vt TOW CL -DWI g2 AW 1111W 11 41 Ir 0 Is AM REFORM= r6: P 09/15/98 15:32 FAIL 5169210807 B G INSTRUMENTS 1@004 .- ,}. . .5• .1 .. r•:.,< 3 ry may,-.: _ •na - MI } 4,Gix�t`�`����I M10-M-1 ,�•�:'b „1}, mn `•l63Iv :, :..'.ba: ,,e.F� �•,>. 'f: 7?Fe f?'"5.'`I' e a'� _ R f F^ ''� `.�' --' q`' :Y.:y .%{a1�.!:,• 'ln:'.,r.':% ';poi%c''�: Y',44..•S . '° u '>'Y v,'2„' -0^V.� ..*: .,F � ,F,"�••ai; R'� `V;'✓}1i.:?.y. n 2td�` �. ",', �:.''Z 2=ijii'r' 31 :. ,a. ratyy,, 'r yG ({a 'n " .�.!. r':�%d4't..C"44;. 4:P,,t..A{ti: �(,�'i.�k:ycts•.E..;�'. ''.,1,6.:...Y.i,IE:, v:1 '3J 11. •:9r's�.p„w+t,��..i.av�nr. •E.t -n". 'K+ ' .moi:-:i�-.n. ,�� a "�� :Y'. T:�.n ': �T:..r"S.IS:•:�ft�'�� E�: Jr .��' - .J,.¢,y£.. 'i('��,,',wt '1 :�r,rb. .r� :_ w..r� .ntq. ..A:e9a 'P'.a-r i,'';'�• :;+/,•.��r�...<F�j'�; "'"•:'`' ' v.:t'::.\'.,gT:nl..�\'t`F..M'!\J.11. •.u�a� ":j,'�.'i:(arr' ij. ri.:.e 3,S, �.L.P-'s,,�g�•.�{x ,`r:- •-yam` ..1::.�.. .`t S.°.,.`.. �'. ' ':!T � _l'F v )':•'vrcw ')l:E'^ 'E''.e: '�R. :/, .1:. _ L. .yi.-i •:3e!'• :,.Y:SA[tF,'•i:ei.i..le.4 y ''sy"':•f. :i f ', L J. l.'Wlg'TFP,.T ',y{r4. '�!.' q ,4• °:r ^"\'tb• ..:-1•.Y'•,¢i'k^"cnn.x2'yli 1�';;� r�" ��:�i_1,,..'i.'. .:A:i',� r`il'T�f •:I'�'t4.:L' i!9' .I�.ix (+ .i . y.3•: : _.�• .�. Biu, c '�• , 1.�4 E ,i�'.• - �AVf ' ,fes! yip W99' £ •m:in. '� �\ rn. .:i#:y''e,�r 7•T :.'ii'4..�� - 1Ir'�' I • .. S '.a. ^!�a; ''r ,��,• Y:. p ..�' .�'• sir.'` �`" -� ' �v.kF; .� /l.��t^' '•:dist• ,•y�::q .��•.4.k�.``�', ••,•: ml.'t1�+- %•yr t,Y.. y�,£. Nl'�,�-'r.� r� !� � �1.g1r� 111 ?. •. y.� . . ' � � -•'� � '•� '+. - i'�; ''::' � ::%.:•, r' Nl .. .. JAM. l � - .'+�q� ', .. ..Lf, .:ep '`��IE:• ,Y,+i� � .., ... - �,�� 'S:y:},,lx(,`, ka'Ld; .r�.! :.`::'rf '.S. ,e "AMOW MAP''A' OF NASSGW PON.7 ' F�EDAMA lei? LE.Af ?:'1 '., �?I T NASSAU POINT TO'WM OF, SOUTH OLD <, SUFFOLK GOUNTY;N.Y. 1000 = '118 •,04',- �e • SCA40''' s. t, * NEW. O�d.T.'. .1 . . . ., ,... ' .. . . •�:i1, r L'�• L'�y 'Wit, ��s�. �S�• `.�.,. ��, .1 tL '`['• 1!.'1.6' - . . (Si��.' ::r•3 J4,. .t, -., a. . -'.s• a ii ow, �x1Si1wG CS�oz_ BOARD Of UEALTH l U FORM NO. 1 3 SETS OF PLANS Y . . . . .. . . . . nnnn TOWN OF SURVEY .. � • • • • •• • • • • -6 BUILDING DEPARTMENT CHECK .. . .. I . . . . . • . • . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . BLDG.DEPT SOuT1IOLD, N.Y. 11971 L „ ,y TEL: 765-1002 NOTIFY:A, 9 (� QQ II CALL . `� { 3 q u Emmnined...A.�[. 19. MAIL. TO: .��/��Ir / R �n�e Av. P..� Wl 19 .........l .Approved.". PennNo. Disapproved a/c .................:................. ...................................................... .. (If wilds /SUILDING APPLICATION FOR PERMIT c i - Date.. . . . . .`�L? . . . . . . . 19%. INS'TRUC'TIONS a. 'nnis application must be tonpletely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan snowing location of lot and of'Nixildings on premises, relationship to adjoining premises or public streets or areas, and giving a detalled deseriptiohn of layout of property must be drum on the,diagram which In part, of this application. c. The work covered by this application may not be commncecl Wore issuance of Building Permit. cl. Upon approval of this application, the Building Inspector will: issue a Wilding Permit to the applicant. Such permit shall be,kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whine or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by tine Building Inspector. APPiAMI N IS DEREBY MZ to the 0uilding Department for the issuance of a Duilding Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. 11w applicant agrees to comply with all applicable laws, ordinances building , housing code, and regulations,iad to admit authorized inspectors on premises and in bus ng r as ry i lona. .... ... ..................... (Signature of applicant, or name, if a cor'porad n) Q02 ...N�Ss;Io k1�..W (Mailing address of applicant) State whether applicant i owrner leasee, agent, architect, engineer, general contractor, electrician, plumber or luilde I Nam of owner of premises ...�9�5? ...4 .1��?�.1c. ... (as on tine tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ...•..................................................... (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. ...........•......... Other Trade's License No. .................... 1. location of land on .Aiich proposed work will be (kxne..... .................................. .... 825 �.1SS�1 V D lv� eM o�U.K .................. House N.nber Street Uaalet County Tax Map No. 1000 Section ....I).S....... Block .......41....... Lot .....6......... Subdivision ...................................... Filed Map No. ........:...... Lot ............... ,(Name) 2. State existing use and occupancy of((_�h,re_nises and intended use and occupancy of proposed construction: a. rodsting use and occupancy ....i1�`S�S i(75�A1 C ..........................I—........I.............. b. Intended use and occupancy .....1?.;S\�..t UG ........ .AP..'t_PUaae-A4 i3M0t1•••. ...... StaY wee to ansae o0du9 Viola$ VwuoO rAla11u8 is beibilsu8 0110MOOM.old +.•ft8 ylsl�l Aatigx�iR1t�' I ... w.A.n..�,..rwrr v...m 1. Nuura of work (dick wlitdt aIlicable)t tiew Du[lding Atktition r �3 roll ....:.... Ikrmlition .... ...... Itelwir ............ Real .fsP � y•• Other IJork f.� A... ..... �. .. De I?stiuwted Cost r.. .......... fee . ...... .... ........... (to be paid at filing Ilia �dD 5. if tAwellhsS, safer of dwellls>� stilts ............ IAniwr of chweldpnS tmlta a .1. Olt a . . ............. If Surage, unbar of care .... ..................I........... .,. 6. If liuslo s4', castmrcial or mi w tf occupancy, specify naturn and extent of each type of use.............. 7. Dhmnalons of existin¢ structures, It any% Front.....V"j.r l... near LI IluiShC .......rfy?.......... Mnl%er of Stories .....I..1 L:....... 1 y Ilhuenaioos oflsnnatAtnteture w th alteratitjns or 'addltIona; Front —14.....i.... near ......... . DLpth ... �... ........ llel�Oat ...� � ,,,.�b11�(... Mnlwr of Storlea ....�j,...... , t!. Dinenaltx%e of entire new const •uctlon% Front ...... Ilear II qq / pn IleiSi)c ..�4r................11.. All of Stories .....Z:............ 9. Sire of lot•t Front ... .Y. .. -7 !.......... near .....�.Q.�......... Depth .....�(1 ....... I(1. Nile of NurcJteae ..��A.}}��(..I........ brim of Fortner Omer II. Zone or use district In Mt1dt ' retnises are situated .... .................................................... ... 12. ikxs proposed construction violate any zoning lacy, ordinance or regulations —.0.9................ 13. will lot Ise regraded S.lGClti- ill .... Nill excess fill Ix renoved from premises% YnS 14. Miss of Owner of prem[ees LAtklreee y..(.?2 Natte of ArclultecL' ��W 17.t.1�1!�r (.)fhYQt Adtlreaa �.Q� �.$Lj. 11N�1�r I No �I N7 Num of Contractor Q�:15a.G)�...L. �C'V. Atklreae ...............................PfionezNo. ....... ..... 15. is title property within 300 feel a tidal wetland? * YnS ... .......... *1F YSS, S011nttun lum it�w11t13S 1'Ltturr MAY m nC whim. PLOT DIAGRAM Locate clearly wild distinctlylell l%ttildings, wlwtlwr existing or proposed, and indicate all set-Isack dimensions froi property lines. Give street s block tuber or description according to deed, and show street nares and Indicate %Acether Interior or corner lot. �� r III UP SI'A'IiS UI NU Y(MIK, ; CIA 1NjY (Mc �......... Y(ll�� �......... ••.• 1 ..............Iwiug duly 6mmi, delxwes till h and Pays till is the appl.itaml. (Nnsu of Individual signingcontract) rdxrve twilled, Ile is Lhe .....GK ............. ........ g #corpornl:e nf:ficer., etc.) of acid cow er or (ecors, nrxt Is city mudiorized to pxr.fonn or Ilrnse performed the said work six] to nuke and file I.hiP 4'14)1ic41tiext; lint till atatenents contained in this n14%licatitm are tne'to the twat of Ilia knowledge mol belief; will LI the work wiJR09EAT o �Iw nsrnri er set forth in Lhe application filed therewith. Sworn to before . ...... �.... ..... . ...19........ ...I U Notary Public ...... L.. ....... AT1.SCOT� JA (Sigtwture of Appl.dcanllo,Stan of York d in SoHo01SC4T2rq AAaY Sty w 5 59 4 LOT q408.37'f'-�rd TALL colt p6w cn r t is r + Oi I iw o ` WALL � \ WALL 0.a++ N •00`00" oj4W " � �— tz fps +i 80 v a, a� t (7 Q `ri � ass � o I I LJ „se o o LOT 6 � -;. ,, ;; -�►* � ., a - ,. nom+FIL o sraOL PP414 x' 1-L, 1 I .e no h RI .p-It.r n wi l 190 11.6, SE OF COAD ( 25 wE PRIV �€nr S. 820 OO•ROAD Turf4t SURVEY OF OT 60 I "AAeOW MAP 'A' OF IW4SSAU PQM r" FAm AUG 14 Xw Fm No w AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 718 - 04 - 06 SCALE Y' = 40' WR 23, 199$. AREA = 44165 sq. ft to tie #nes Pr Op hsc� v t Z.�aea 9 AMY.AZTERATAV OffADDMON TO TMS SURVEY 15 A VIOLATION . �,�,N rim � _ OF SECTION 7209 OF THE NEW YORK STATE EOUCADW LAZY EXCEPT AS PER SECTION 720-9-SUMMOM E. ALL CERTdFICA�IONS k� HEREON ARE VALV FOR TEAS AAO COPIES ThMOF MY SA10 MAP OR COPIES BEAR THE SSIM SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS NOMOM S LIC. 1+10. ADDITIONALLY TO COWL WITH SAS LAM THE TERM SIL TAW BY' PC. MUST BE USED BY ANY AND ALL SURVEYORS U7)< ACOPY f5l OF ANOTt9R SURVEYORS MAP.- TERNS SUCH AS ICTED'AMD ELENVAT70NS ARE REFERENCED TO MG.YD. 1BR000HT-TATE'ARE HOT AV Cp1UptTAW WITH THE LAM. FGooD Zine G.ti2S "��� FRA1 P 0. o,.,,,vn.ty PanctQ• X1230 R .STREETe 3!00613 0092 A SOtlii0 ©; ABY• 11974 8 - 138 , LOT 59y i e 40B-37"'17's WALLc 0.3W I 1 wAli 0. l`'Qn i 1pg'M Fdt. r� 7 CMF t /tv 1 ,z m , wAu- S WT. WALL 0.4M 0 0N. 82°00'00" E�/r — �. nI Sox cpac Fa.°"'b" +er0000 a3M � a IIxp871: � AV. O EL-.IYJ p„it FF- SLAB �F i43 c y f \ Et-mer + STY. , /1 0.85 �.. ' \N eATM \ ! O ''' 60 114.81 wH� of LO e _ c �\•e SAND � Tow 1 Zpn` i l IAM e O v s 0 1 ra-. m 13M 1 1 U 3 O y F(+. •�• LOHF � SE7 �11 / CL ' , � 1 / 414.9i' EL. 00 as gL � x��++ X111 ?�C 8 `� „�C D11 AD TEi ROAD � EL�,?�_—' S. s2°p0"p0°Ro�Q 1.8• TH1LL"_--RMOAD OAD r 2g' WIDE PR►vA- r� , • � ' SURVEY OF rU z LOT 60 "AAeWW MAP 'A' OF M4SVU PONT" I FLED AUG 14 1922 ME NO. M AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 118 - 04 - 06 FEES 1:6 SCALE: 1" = 40' MAR. 23, 1998 p BLDG. DE JUNE 2, 1998 ( prop. hse. J TOWN OF SOl AREA = 41,165 sq. ft to tie fines OCT. 21, 1998 r conn. foundalion J ANY AL7ERAn6m OR ADDITION TO TNS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW I � . p� EXCEPT AS PER SECTION 7209-SUBDIVISKN R. ALL CERTIFICAIiMS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY SAW MAP OR COPES BEAR THE IMPRESSED SEAL OF THE SURVEYORS' L O. WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COAnY WITH SAID LAW THE TERM 'ALTERED BY' P OONIC S MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY " _ (516) 765 - 5 AND S pp1� ANOTHER SURVEYORS MAP. TERMS SUCH AS 'NSPECTED°AAO ELE+VAT/ONS ARE REFERENCED TO N. V_D. P. 0. BOX 909 BROUGHT-TO-DATE' ARE NOT W COMPLIANCE WITH THE LAW. FCoop 2cwE LiAi s FRAm F/RAJ 1230 TRAVELER STREET cc..,n,vM ty Pante/ "-- SOUTHOLD, N.Y. 11971 3fo0813 0092 A" I<./ 199 I 98 - 138 fRES f DENT f AL ADD f T f ON 4 ALTEEAT f ON CUUN �R - fR05 F;�T GFRE) � C< 7a25 N455AU �= OfNT fROAD AfRC�=IIT CT : LINDA < NN TT << fOe7 OFFICE SOX 18-4 asriz-L FU7N 'r , vMON 1�� 3� / p,� 1� aat�� 002 254 .4071 - wmomww IV EEEEDNO "° 7e6-,EOQ . AEE 10 ./Y m ,ME FOLLorINNNo.ellole ,. FOUNIM111M • WA NEauNIEo FOR FOUL 00001!1. 2. ROUGH • FRAMING • 3. INSULATION 4. FINAL - CONSTRUCTION MUST -- BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET 6f THE REQUIREMENTS OF THE N.K,. STATE CONSTRUCTION i ENERGY CODES. NOT RESPONSIBLVIIIPCR DESIGN OR CONSTRUCTION ERRORS LIST OF EDFRAIJJING3 GENEfRAL NCT • D - 1 ZDEMOL I T I ON FLAN 1. THE INFORMATION CONTAINED HER ED TO SET THE PROJECT'5 SCOPE AND QUALITY, AND TO GUIDE RATHER THAN CONSTRAIN THE JUDGEMENT, SKILL, AND EXPERIENCE OF THE BIDDER. q� THE OWNERS INTEND TO RELY ON THE SELECTED CONTRACTOR'S COMPETENCE IN SELECTING AND USING = 1 FOUN� A ION ALAN �AIL � MATERIALS AND PROCEDURES IN BUILDING THE PROJECT. WITH THE OWNERS APPROVAL, THE ARCHITECT / WILL PREPARE SUPPLEMENTARY DRAWINGS REQUESTED BY THE CONTRACTOR DURING CONSTRUCTION. 2. EACH BIDDERS BID FORM SHALL BE ACCOMPANIED BY SUCH INFORMATION AS THE BIDDER DEEMS - 2 2 ��� �� AN� APPROPRIATE TO DESCRIBE HIS / HER EXPERIENCE AND QUALIFICATIONS FOR DOING THIS PROJECT, AND IN EACH CASE SHALL INCLUDE AS MUCH AS POSSIBLE OF THE FOLLOWING INFORMATION: A. THREE (3) REFERENCES TO OWNERS OF SIMILAR PROJECTS COMPLETED. - � C� ONS B. ONE (1) BANK REFERENCE TO A BANK OFFICER FAMILIAR WITH THE BIDDER'S ACCOUNT. C. 1 REFERENCE TO EACH OF THE FOLLOWING, REGARDLESS OF WHETHER OR NOT THEY MAY BE INVOLVED / IN THIS PROJECT: A = 4 F�AMIN� FLANS eGHF= DJLEe - BUILDING MATERIAL SUPPLIER J� - EXCAVATION SUBCONTRACTOR - FOUNDATION SUBCONTRACTOR - MILLWORK SUPPLIER A - 5 IDE 7 A 1 L e 3. THE SELECTED BIDDER SHALL PROVIDE THE OWNER, WITHIN ONE (I) WEEK OF HIS/HER SELECTION NOTIFICATION, THE FOLLOWING WRITTEN INFORMATION: - ON� A. DESIGNATION OF ALL PORTIONS OF THE WORK THAT WILL BE PERFORMED BY HIS/HER OWN FORCES. B. MANUFACTURERS AND LOCAL SUPPLIERS OF MAJOR ITEMS, SYSTEMS, AND EQUIPMENT FOR THE PROJECT. C. ALL SUBCONTRACTORS WHO WILL WORK ON THE PROJECT. D. A "SCHEDULE OF VALUES" BREAKDOWN OF THE CONTRACT SUM. A = 7 INTEI`RIO�R ELEVA7I0Ne 4. THE CONSTRUCTION CONTRACT SHALL BE EXECUTED BY THE OWNER AND CONTRACTOR USING A STANDARD FORM OF THE AMERICAN INSTITUTE OF ARCHITECTS, FORM 4107 1'367 EDITION TITLED "ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE BASIS FOR PAYMENTS IS A STIPULATED SUM." E = 1 F11R3T 4 eECOND FLOOD ELECTF, ICAL FLANS E - 2 5A5EMENT ELECTRICAL ALAN LINDA KENNETT DE51GN ASSOCIATES SEµED ARO PP GENERAL: yrpp p' KEN n REMOVE WALLS, PARTITIONS, Q' FLOORING 4 FLOOR JOISTS TO TOP OF FOUNDATION WALL. t t �9T 021297 Co- i f OF NEql.. POST OFFICE BOX 184 Ti PUTNEY, VERMONT 0534Fi 802 254 48"11 2REMOVE FOUNDATION WALLS A FOOTING BENEATH LIVING ROOM EXTENSION z I II EXISTING FOUNDATION WALL 4 FOOTING TO REMAIN UP ^ // II REMOVE FIREPLACE AND CHIMNEY ------T �- REMOVE HEARTH ABO VE REMOVE CHIMNEY B E .. . ... _ , - - - - - - , - .-. _ , _ - CHIMNEY DN HW ; DN I 0 1 REMOVE DECK, NPPORT5, RAILING FURPIAGE AND RELATED ITEMS I Oo REMOVE FOUNDATION Li I TO BOTTOM OF SLABF- ELECTRIG N A V ➢1I GENERAL: }w GENERAL: REMOVE ROOF, WALLS, INTERIOR PARTITIONS, V REMOVE MISCELLANEOUS STRUCTURAL SUPPORTS, FLOORING ! FLOOR JOISTS. MECHANICAL, ELECTRICAL 1 PLUMBING COMPONENTS, -L ]LU O fk t CONST, DOC, PHASE �1 EXISTlNr_:� F0UND ,47I0N FLAN �{�1 EXISTING FIFST FLOOR FLAN 3 EXISTING SECOND FLCC0 R IfLAN ��M0� �10� D _ I SCALE: 1/4' = I'-0" 1 SCALE: I/4' _: I'-0' D _ I SCALE: I/4' - 1'-0' SCALE: 1/4" = 1'-0' RE V I S I ONS: GENERAL NOTE: 1. CONSULT OWNER FOR ITEMS TO BE SALVAGED 4 STORED. 2. ALL DEMOLISHED MATERIAL TO BE HAULED AWAY IN A TIMELY FASHION DATE: AND DISPOSEC ACCORDING TO ENVIROMENTAL AND LOCAL JURISDICTION. 8 SEPTEMBER Inn DRALUING :D 1 20F11 1 3 2X5 P.T. SILL PLATE W/ 1/2' X 8' ANCHOR BOLT WXB P.T).0 BILLANCHOR BOLT B 6'-0' O/C (MIN. a 6'-0' O/C (MIN. 2'-0' FROM CORNERS) 2'-0' FROM COIFNERS) 2 - 5 BAR TOP 4 BOTTOM 2 - 'S BAR TOP 4 BOTTOM 9 (TIE INTO NEW FOUNDATION WORK) 10'-9" VERIFY IN FIELD I 12' CONCRETE PIER _ ON Y-0' X 7-0' X I'-0' p FORM NEW WALL SECTION ON TOP �0 r e a, 8' CONCRETE WALL 3000• el - - - - - - - - - - - -- -- -- -- - - -- - --- -- - - -- -- - - -- - - - - - - -- FOO7ING (TYP OF4) EXISTING SEE 5 DAMPPROOFING OF EXISTING FOUNDATION WALL. SEPTIC DISCHARGE r - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -- - - - - - A- $: L L 18' LONG PIECES 04 RE-BAR Q 4'-0' OIC EXISTING FOUNDATION T TO BOND NEW WORK W/ EXIST'G EXISTING BASEMENT 16' D X 32' W. WINDOW I I WINDOW TO REMAIN i FOOTING TO REMAIN EXISTING FOUNDATION (TYPICAL OF 2) \ NT FILLED LALLY COL UMN (TYP) N m LINDA KENNETT RELOCATE EXISTING m 2'-0' X 2'-0' °' DESIGN ASSOCIATES ELECTRIC PANEL I-•T r FOOTING ( ) 7j SECTION: AT EXISTING; FOUNDATION WALL li 4" CONCRETE SLAB W/ 6X6 •- " �.J - - - - - - i W 1.4 X W 1.4 MESH - ', A_ SCALE: 12' - I'-0' S�REO ARO 3 F- —I ly -L _J 4EMovm FOUNDATION WALL�F �- t- — T - -- 4• A_I 5 Repp l L- J L ---Y-- L -I—J —IJ L_ •• 0°6o CRUSHED PERFORATED ONE TED DRAIN IN I - ? ^ - -- � ry m NE MASONR7 i m EXISTING AB TO N oo • ° °60° �T9p e21zeT per BLOCK UP EXISi'G C IMNET BAS r REMAIN WINDOW OPENING r ° ° 0 000°°0080 0° o °g°o oo° °� F OF NEW { 51 E VERIFIE I 6 MIL. POLY 0 ° B MASON) I VAPOR BARRIE - moi_ i _ I - T - POST OFFICE BOX 184 t �___ _ r T 1'-o (MIN.)GRAVEL s II • PUTNEY, VERMONT 05346, - - - -- I I,zlp4-- - ` I- BASE cOMPACTED 2 O6 BAR a02 254 48-11 L_ � _ _ J LTJ —I-J —I J I TL 7095% 4, 12'-11 1/2' L, V-41/2' 1'-5' 1'-2 .3/4' i, l'-8 3/4' I I I I I I a 2 SECTION: TYP, FOUNDATION WALL B OUTLINE OF DECK i W DOWEL NEW FOUNDATION WALLS TO EXISTING ?� K. A_ I SCALE: 1/2' - 1'-0' ---.{ r FOUL D0AT0 C WATL'I'/INTERSECTIONS BAR r BURY DOWEL 6' MIN. INTO EX1571NG WALL - 16 D X 32' W. WINDOW SEE 1 I -- — — — — \ '/- - - - - - - - - -- - - -- J F- - i1 -_ L -� L ' vf ------------------- - - - - - - -- - X4 P.T P05T L --J L - -J r -- - -- -I- S DMI-SON TYPE ABE44 BASE - - - � - I I I L 2'-9' LOPE TOP OF SONA TUB 9 2'-0' I 4' CONCRETE SLAB W/ 6X6 2X6 P.T. SILL PLATE J W 1.4 X W 1.4 MESH 2• 6' W/ 1/2' X 8' ANCHOR BOLT FOR DRAINAGE '^ 8• CONCRETE ALUMINUM SCREENED VENT o 6'-0' O/C (MIN. I� r L I I FOUNDATION WALL I I i - — - -{— - — - -7 2'-0' FROM CORNERS) IId L_ -jMIa. W. X B' D. I I 2 - +'5 BAR TOP 4 BOTTOM IFOOTING o° o°°off o0 7l 0 I L J °o 08 4 080��°� °do° 8' CONCRETE WALL 30000 poi 2 I 6 MIL. POLY o° °rP _S Z4� VAPOR BARRIDAMPPROOFING48' BONA TUBE ONI'-0' (MIN.)GRAVEL ' S' DIA. SONA-TUBE CONCRETE SLAB - SEE A_5 P O' FOOTINGX � 4 DOWEL INTO a q BASE COMPACTED ° `r W/ • A-3 TYP AT DECKING SEE TO 95% o FOOTING 1 I 16' D X 32' W. WINDOWo 04 � ,oq 4' DIA. PERFORATED DRAIN IN CRUSHED STONE P.T.2X8 yoo 00,? 2 04 E.W. FOOTINGS TO SET ON • o°0°$60 0°0 ALUMINUM SCREENED VENT I— T 6' MIN. OF CRUSHED STONE •—1 1 ° oa c000 L- -- - - - - - - - - - - --- - - - -- --J I _ — • 8° m — r - 0 0O S - L J - - - - - - - - - - --- - - - - - -- - - - ---- -� L J LTJ 1 ae°° 9 °� °°°° ��0 2 - •6 BAR Lt V.S. FROST WALS 51 L I a eECTI ATION � L 11 L O OCONCRETEFOOTING : . DWALL E SECTION: TYP. ETERS AT DECK 4 SCALE: 1 ' 1'-0' SCALE: I ' I'-0' 1pL �1Z L Z4- Y � Ur CONCRETE SLAB - SEE LI- \ T 135c YP 0 \ X\ \ iL LU NOTE: 32 X Gila. S..o. 8'-0' L STRIP TOP601L IN AREAS OF EXCAVATION TO 6' +/- AND X ro 6L U STOCKPILE FOR FUTURE USE IN AREA DESIGNATED BY OWNER m 11 32 X Gila. NN, 2. BOTTOMS OF FOOTINGS SHALL BE BELOW ACCEPTED FROST LEVEL. CONST. DOC. llI�V 11T 2'-II I/2' 10'-I" 2'-II 1/2' 4'-6' 3. BACKFILL EXCAVATED AREAS WITH MATERIAL FREE OF DEBRIS 4 TRASH. �\ 32 X Gila. INTERSECTION OF WALLS PHASE /� ai. 20'-6' 4. ALL FOOTIhgGSSHALL SET ONUNDISTURBED 501L L� \ PLAN: TYP. REINFORCING AT CORNER �I PLAN: TYP. REIN�FORCINC3 AT WALL FNDN PLAN _ I \ SCALE: 3/4' - 1'-0' A_ I SCALE: 3/4' = I'-0' SCALE: 1/4" = 1'-O" FOUND ,47ION FLAN REVISIONS: a - SGALE: 1/4" = I'-m" DATE: 5 SEPTEMBER nW DRAWING 7-4 OF 11 A-3 A-3 A-3 A-3 22'-4 1/2' 1'-2' VERIFY ON SITE 7 _8 12'-1I 1/2" 5'-6 3/4' I 4'-0 I/2' 8' 6' 2'-0 1/4' 9'-5" PROVIDE 1 INSTALL I I'-6 I/4= ADJUSTABLE SHELVES GgNTER WINDOW 3 LOCATE NEW PIERS 4'-0 1/2' ONN STAIRWAY ON FORMER FNDN WALL ® A 5 A <ENNETT SHELVES SHELF 4 ROD (TYP) =� DESIGN ASSOCIATES ]3ATH 14 2 3/4' a 3/4" N - i _ _— _ _—_ _ —_ � Q `n v `rU v� m ;It ,�EµED ARp 3 m 'a 4'-fd" I'-6 e yi �c 9 UP r l m DRESSING m ,• �aAOPx r 6'-0" SHOWE ry v HANDRAIL, BALASTERS < _ m v 2I ROHED OPEN ro 36 48 NEWEL POST INSTALLED PER CODE a SLOPE FLOOR BELOW 51�NC TO N OI ;t 3 - 2 ® v O ACCOMODATE STAIRWAY HEADROOM BELOW 021241 °Pt 0 ENTRY PORCH MASON TO SIZE CHIMNEY AND PROVIDE r P OF NENN { 4'-2' 4'-II' V-10 1/2' r1 ROOF RIDGE BEDROOM 1 GAS FIREPLACE IN MST BEDROOM (COORDINATE NEW MASONRY FIREPLACE ;' SIZE W/ OWNER) m POST OFFICE BOX 184 I 1 ® m N BLOCIN RIDGE FOR FAN MOUNT " PUTNEY, VERMONT 05 346O 502 254 4071ENTRLIVING -- -ABG v MST BED-R-ED -- - - -- ®oN TOP '" 14 ®ABOVE SLIDER I'-5 I/4° - ;� 2X6 WALL - — CATHEDRAL CEILING RIDGE LINE SEE 33 m O N CC) — — BALCONY 3 -0 N I'-81/4' m, — ' ____ 4'-3 3/4° 10'-4 I/2° 4'-0' I'-6" SHELF < ROD�� O1 DIN 3/A , I ROHED OPEN' � �t� � REMOVABLE WOOD STEP PROVIDE ® - BATH 2 L - - N DRIER - _ _ ® 7 y. _ — _ _ _ _ - - _ - - ? MST BA71-G "\ II V, VENT 1 GAP 15 PULL DOWN D -�., STRUCTURAL 4 0 Q1 SII. SHELVES- PLUMBING PLUMBING CHASE - 9 STAIRS ABOIV0' G 7 `r _ _ m V 'd' ♦-BALL 1 CL . HT. 9 •2 - 6'-0' X 3'-6' TUB '-4' 4'-7" l' 3/4° l'-6 3/4" _ — _ — _ — _ ro ,A, ip ATTIC FAN 19 - -, -CF-- - — - W 3Y X 60' TUB PANTRY ALIGNOVE ® ° m AB 12 U S _— _ _ I6 V LINEN LINEN ! 136' m UP l'-2 1/2' 4'-0 1/2' A-5 ?' a1 CEILING AT T-0' S'-3' 4'-0 1/2' 9 5'-a' EQ. EQ. ABOVE FIN.FLR m -. 1- 18'-2 IQ' STONE PATIO AT GRADE ROOF BELOW A 3 DW J KITCHEN/DIMING= j 2 3 1 1/2 11 _ _ _ m A-3 z 2'-0' X 3'-0' 0 - - - - - - - ISLAND 36' HI -- - - - - ® F0 ®ABOVE E�--BLOCK IN RIDGE - - - - -- - - -- - - - — - — - — - - `V B I / FOR FAN MOUNT — EXTEND PROFILE At BOW WINDOW® L TO SI ul.'s I/A-1 m I _ _ _ — _ — _ — _ — _ — _ — _ _ — _ _ DECK ! 30' RANGE L- ------- - jam-CATHEDRA( CEILING fQ�G� © CEILING IM BCW WINDOW, 6EE23 BEDROOM 2 j RIDGE, SEE 3 EXTEND PROFILE AT BOW Iq WINDOW�TO SILL U / W UP Z LIP bO' IP 6" PORCH ROOF RIDGE m B PORCH I z2 i � 1L1 � z m a LU AT TOP U OO ABOVE OO (Vin in 9 UP 6'i , CONST. DOC. N EQUAL EQUAL PHASE 2'-11 1/2° I0'-r 2'-u I/2" GENERAL NOTES r-6' la'-m' FLOOR PLANS I. PROTECT ALL WORK IN PROGRESS FOR SOIL EROSION. CONFORM TO LOCAL REQUIREMENTS OF ENVIROMENTAL PROTECTION AGENCIES HAVING JUR1501TION. SCALE: 1/4' 2. CONTRACTOR SHALL SUBMIT FOR OWNERS APPROVAL: - MANUFACTURERS PRODUCT DATA - DETAILS OF CONNECTIONS DESCRIBING THE FINISHED PRODUCT REVISIONS: - SAMPLES FOR COLOR OR FINISH CHARACTERISTICS - MANUFACTURERS OPERATING INSTRUCTIONS, GUARANTEES 4 WARRANTIES. 3. THE CONTRACTOR SHALL PROVIDE ALL BACKING, BLOCKING,SHIMMING, CUTTING, PATCHING, SEALING, FLASHING, FASTENING, HANGING,FINISHING, AND OTHER IMPLIED, BUT NOT DESCRIBED, PARTS OF THE WORK NECESSARY FOR THE PROPER INSTALLATION,FUNCTIONING, AND CONFIGURATION OF PARTS THAT ARE DESCRIBED. Fe T FLOOR If /�/�1� 4. ALL FRAMING MEMBERS TO BE 1200 PSI OR GREATER 2 5 E /-_ O D FLOOR FLAN j— is V V DATE: a II E. USE 2X6 STUDS FOR EXTERIOR WALLS ! 2X4 FOR INtERIOR WALLS. UNLESS NOTED OTHERWISE.- 2 SCALE: 1/4" 0 1'-0 6. USE METAL CONNECTORS FOR FLUSH FRAMING. A _ 2 SCALE: 1/4" e I'-o° 8 SEPTEMBER 1938 7. PROVIDE BLOCKING FOR SHELVING AT PANTRY, BATH I, BATH 2,MST BATH, MST CLOSET, DRAWINC3 LINEN, AND ALL CLOSETS WITH ROD 4 SHELF ABOVE. XX S. HEATING SYSTEM SHALL BE OIL FIRED FURNACE SUPPORTING A RADIANT 2 TUBING DI97RIBUTION 5T97EM INSTALLED 1141 -I/2' TOPPING ON BOTH IST 4 2ND SUBFLOORS. 4 O 11 CHIMNEY TOFS FOR FURNACE, 33'-I" TOP OF CHIMNEY FIREPLACE : GAS INSERT IN MST. BDR 30'-I' TOF OF RIDGE VENT '�1-2-- \ 112 VV„ ISP 12 j` 2 / „VV X6 i1G CEILING LINDA KENNETT 12� / \ / \ / \ 12 D SICzN ASSOCIATES // \ 1/G CEILI 2X8 TIES r 32' O/C, SEE � �12 2x8 TIE BEAM 2.1 VENT STACK \ µED q �0 A-5 / FOR BATH I, ATH 2, \ \yt apPIP x hia / k KITCHEN x,x 4 0 0� \ M A-4 7 - TOP OF PLATE wmwm LINEN CL08ET W/ — 9p o m _ ozix4T P 5 SHELVES P OF NE'N { INDI TE 6'-B' m @ HI AN E (TYP) ® ® ® TIG CEILING IT POST OFFICE BOY. 18'4' m j ® PL S�ZVEI2110 8 5346 ST BEDR :' BDRMOVE HEAD TRIM CLOSET OPENING AT BEDROOM 02 9'-3 I/2' TOP OF SUB FLR — WEST SIDE 2ND FLOOR OF STAIRS � 3 I'-0 5/e' -4 I 34 -K, RAILING TTP.ON DECK ® II m r l� ro Z 16 Rr1' ® ® ® ® ® II I 5 Alu 15i ® II'0'-m' TOP ofSue FLR DINING ROOM m KIT. Ix6 Sas ,TYP. ISY FLR 1'-21/8' - -- - - - - - GR4DE (VARIESI 3 DRILL DOWELS INTO EXI6TING s MAINTAIN 8°MIN. _ NEW FIREPLACE FOUNDATION : EXTEND IMITO 4' COy�RETE SLAB 4 FROM BOT.OF 0 BASE NEW FOUNDATION, SEE 1 SEE (meq +J� BIDING TO GRADE - LU B Z EXISTING FOUNDATION - - -- -- - -- - - - - ---- ZR - FOOTING < SLAB R, ALIGN w - - - -� - - --- --- - - - - - - - - - --- --1� VENT—_ 12 5ECTIC : VOIRT'I— 5OUT 4 121X 12 G SECTION : WES — EA&T �--u 4 - 3m q- � SCALE: 1/4' = 11-01' VENT STACK FOR MOT BATH SCALE: 1/4° = V-01' Q Ql 4 TOP OF PEAMD C EILING ` 2x5 'TRUSS"•10 O/C FOR SECTION DRAWINGS ARE NOT TO SCALE AND DO NOT \\ VAULT SUPPORT SECTION DRAWINGS ARE NOT TO SCALE AND DO NOT (J/ REFLECT 11/2' ADDED CONCRETE SLAB ON IST 1 2ND 9 1X6 TIG CEILING REFLECT III CONCRETE SLAB ON IST 1 2ND FLOORS. ALL DIMENSIONS ARE MODIFIED TO INCLUDE SLAB. ` FLOORS. ALL DIMENSIONS ARE MODIFIED TO INCLUDE SLAB. N \` <1 Z ` PROPER VENT I ` 11'-1' TOP OF PLATE \ U O � ff- LuLLIz C Lu �y 2z0 ' FR s 9'-3 1/2' OPOSB 2TND OOR 1'-m 5/e' SOUND ATTENUATION BATTS ® FLOOR (TYPICAL) GONST, DOG. PHASE di [T] C m EJE] EI 5ECTIOI 5 m'-m' OP of SUB FLR LIVING ROOM 157 FLR I'-2 I/&;-- SOLID BLOCKING AT TOP OF EXISTING SCALE: 1/4" = I'-0' FOUNDATION WALL To SUPPORT JOISTS GRADE (VARIES) 3 REVISIONS: OL MAINTAIN S'MIN. MONO - MOM BOT.OF SIDING TO GRADE W LL B Z_ EXISTING FOUNDATION DATE: FOOTINGS 8 SEPTEMBER 1998 3 5EC-- ION . NO�RT �4 - &OUTi4 DRAWING SCALE: I/4" = I'-m" SECTION DRAWINGS ARE NOT TO SCALE AND Do NOT REFLECT i 1/2' ADDED CONCRETE SLAB ON IST x 2ND FLOORS. ALL DIMENSIONS ARE MODIFIED TO INCLUDE SLAB. 5OF- 11 1 3 1 3 1 3 1 3 I 3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 A-3 EXISTING FOUNDATION 91 �a LINDA KENNETT -- -------------- - �- --------------------- - ---- 1 ------------ ------------- -- -- - 3In- CEMENT FILLED m r O FLAT CEILI G DESIGN ASSOCIATES LALLY COLUMN ON I I r X V-0' X 1'-0: a x x %4 FOOTING,TYP. j j • ry • " SEE 6 ED ___ N• HIMNEY SS�p 4gOy u E L (4)aX@ BEAM _-- CHIMNE (4)aXla SEAM CHIMNEY ro•µAPP G 4 WW a __ I �� Im Im r� N B 9 x�0 -- RIDGE • 1., ::?�� II I I I i 6X6 POST ON • • ILL PLATE, • 0 --I --I RovIDE SOLII� a a ° VAULTED CEILING, SEE 3 'f i�_i L�___J i_i i�_�I 1 LOCKING BELpW,T (4)aXla BEAM --- I y i" 6X6 POST(TYP) (4)2X12 BEAM --- _ _—_ 6) i' "I O 9pe 0212.1 1 Q' Til (4)2X@ BEAM i NE FRAME ON TOP LI Dp W TJI TJI TJI o 16'JO/C • 16?JO/C o Iw o/O U PULL /� OF MAIN ROOF „- • 6' o/ • 16' o/ • I6' of x ssTalRuar /// POST OFFICE O m FLAT CEILING E 53 X 184 H� ______-__ L 1 I I - � - r5)zxl2 BEA PE -IATCW PUiNEY, VERMONT 05346 I I � Sm2 254 4811 (5)2X12 BEAMPER ARE 2 — — — — — — A23 6X6 POST(TYP) A23 - -LJ4LLD2 2x12 RAFTER R TO MATCH VAULTED GEILING, SEEELLA. BOW WINDOW % 3 0' 2X12 24' O/ 2x8 TIE BEAM a n J I ll� RAFTERS OVER ----- KITCHEN EXTENSION 1: 12dNAILS AT I I I I Y-6'I EACH TIE BEAM 2x6 WALL GONG. SLAB I II I I I I I I I I I I I I I i � ��_ - i NOTE: USE HURRICANE CLIPS AT ALL ---------- __� RAFTER TO PLATE CONNEGTION6 �1 FOUNDATION PLAN z 1ST FLOOR FRA`11NG PLAN 2ND FLOOR FRAC IING PLAN ATTIC FLOOR 1=RAMINC FLAN rROOF FRAMINS PLAN 'a'_4 5CALE: 1/5" = 1'-V" I A-4 SCALE: I/8" = I'-0" A-4 SCALE: I/S" = I'-(D" A-4 SCALE: I/S" I'-(D" A_4 SCALE: I/S" = 1'-0" 6 � 8 -4 ROOM Sf�I SSCH FLOOR WALL CEILING CLG. HT. 1- 4KEYD OMANUFACTURER I� DUL)= ROAUDTN I WIDTH HEIGHT THICKNESS STYLE TYPE REMARKS A-� KEY INCOUJ SCI-TEDUL .NT. WIDTH HEIGHT REMARKS BASIMT OI PER OWNER 3'-0' 6'-B' 13/4' OA W/ SIDELITES 1 TRANSOM <�> PER DINER "` O O MORGAN OR EQUAL T-6' 6'-5' 13/8, MOLDED 1 WOOD TEXTURED OB W/ PRIVACY LOCK ® PER OWNER BATH 1 1X6 HDWD Q GWB Q GWB Q 8'-0' O3 MORGAN OR EQUAL 6'-0' 6'-e' 13/5, BIFOLD, MOLDED 1 TEXTURED OC O DCCGM 2541 2'-1 3/4' V-5 3/4' T-1' ENTRY IX6 HDWD (D GWB GWB 8'-0' ® MORGAN OR EQUAL T-6' 6'-B' 13/5, MOLDED / WOOD TEXTURED O ® DCCGM 1135 (4) 5'-9 1/8' T-11 3/4' I'-5' • T-II' 4 UNIT BOW, 1 1/B' PROJECTION PANTRY 1X6 HDWD GWB GWB 8'-0' 5O MOR'�AN OR EQUAL 2'-6' 6'-6' . 1 3/8, POCKET DOOR, TEXTURED 4 MOLDED © W/ APPROPRIATE HARDWARE O DCCGM 2959 (5) 11'-10' ./-T-I I/2' V-5' O 4'-11' 5 UNIT BOW, 1'-1 5/5' PROJECTION U /� KITCHEN VINYL HDWD Q 1 GWB GWB e'-0' O6 PELLA DSCIF 3681 V-0 3/4' 6'-6 5/e 3'-0' 6'-e /e' 11/5, FRENCH DOOR OD Q DCCGM 3559 T-11 3/4" 4'-11 3/4' 2'-II' W-11' ODINING 1X6 HDWD Q GWB GUI 8'-0' O PELLA DSCSF 11182 9'-e /B' 6'-10' 9'-8 1/w 6'-9 1/2' 11/al FRENCH SLIDING DOOR OH O DCCGM 2553 T-I 3/4' 4'•5 3/4' 2'-1' 4'-5' z LLPHALL. IX6 HDWD Q GLIB GWB B'-0' OB PELLA DSCSF 3182 3'-I 3/B' 6'-10' V-0 5/8' 6'-9 1/2' 1 1/8' FRENCH SLIDING DOOR FIXED O Q DCCGM 2953 T-5 3/4' 4'-5 3/4' T-5' 4--5- IN '-5' IX6 STONE GWB TIG VAULTED O PELLA DSCSF 10862 9'-0' 6'-10' V-11 1/4' 6'-9 1/2' 11/6' FRENCH SLIDING DOOR O lO BLACK LL 10 PELLA DSCSF 3182 3'-1 3/8' 6'-10' V-0 5/8 6'-9 1/2" 1 1/8' FRENCH SLIDING DOOR FIXED OE O DCCGM 2935 (2) 4'-10 3/4' S'-4 3/4' 2'-5' • 2'-11' MULLED UNITS WITH ty 1X6 SUB FLOOR GWB GWB 8'-0' II PELLA DSCSF 11182 9'-B 1/6' 6'-10' 9'-8 I/e" 6'-9 I/2" 1/5' FRENCH SLIDING DOOR ON ® GM5&9 4-10 3/4' 5'-4 3/4' _4' I 0' 2'-5' I/2 ROUND, MULLED WITH J IX6 SUB FLOOR GWB I GWB Q 8'-0' 12 PELLA DSCSF 1281 6'-0' 6'-6 5/8 5'-11 1/4' 6'-8 1/8' 11/5' FRENCH SLIDING DOOR OF OL DCCGM 3523 (3) W-9 3/4' 1'-113/4' V.S. 1'-11' h'IUL LE3D UNITS (�(� OOIX6 SUB FLOOR GWB GWB 8'-0' 13 MORGAN OR EQUAL 6'-0' 6'-8' 13/8, 51Rl MOLDED 1 TEXTURED O ® DCCGM 3535E T-11 3/4' T-11 3/4' T-11' 2'-11' ABOVE L , FIXED UNIT pall)1X6 SUB FLOOR GLUE, 1x6 T 2 G VAULTED 14 MORGAN OR EQUAL 2'-B' 6'-6' 3/8' MOLDED 1 WOOD TEXTURED © DGGGM 2941 2'-5 3/4° 3'-II 3/4' 2'-5' 3'-II' D MST BDRM IX6 SUB FLOOR GWB Ixb T < G VAULTED 15 MORGAN OR EQUAL 2'-8" 6'-B' 3/B' MOLDED a WOOD TEXTURED OB W/ PRIVACY LOCK DCCGM 2135 1'-9 3/4' 2'-11 3/4' 1'-9' 2'-II' 11 - lK- l7 MSTR BATH 1X6 SUB FLOOR GWB 2 TILE Q GWB 8'-0' I6 MORGAN OR EQUAL 2'-5' 6'-5' 13/8, MOLDED ( WOOD TEXTURED © ® DCCGM 2541 21-13/4, V-II 3/4' 2'4' 3'-11' `S JACUZZI IX6 SUB FLOOR GLIB < TILE (D GWB (D 8'-0' Il MORGAN OR EQUAL 6'-0' 6'-B' 13/5, BPOLD,MOLDED 1 TEXTURED OC ® DCCAW 3511 (4) 11'-9 1/2' 1'-5 3/4' 21-Il' - I'-5' MULLED UNITS WITH 2 22 O CONST. DOC. 18 MORGAN OR EQUAL 2'-0' 6'-8' 13/5, MOLDED 1 WOOD TEXTURED ® SPCCHCM 1025 51- 10 3/4' 2'- 10 1/8' 5'- 10' 2'• 10 1/8' 'SUNBURST' MUNTIN PATTERN PHASE 19 MORGAN OR EQUAL T-5' 6'-5' 1 3/B' MOLDED / WOOD TEXTURED O W/ PRIVACY LOCK ® DCCGM 3535 2'- 11 3/4' 2'- II 3/4' 21- II' 2'- 11' �}� #� /, �� NOTE: Ml OR EQUAL 2'-4' 6'-e' 13/5, MOLDED 1 WOOD TEXTURED P I/, 1 O 21 ORGAN OR EQUAL 2'-6' 6'-8' 1 3/8' MOLDED / WOOD TEXTURED O Q INSTALL GONGRETTEBOARD IN SHOWER TUB LOCATIONS M 22 PELLA DSCSF 14181 II'-B 1/B' 6'-8 5/B' 11'-8 1/8' 11/e' FRENCH SLIDING DOOR (1 INSTALL HARDWOOD FLOORING OVER 15•FELT PAPER ON PLYWOOD NOTE: 1. ALL WINDOWS BY PELLA DESIGNER SERIES MORGAN OR EQUAL T-6' 6'-8' 13/8' MOLDED 1 WOOD TEXTURED © UNLESS NOTED OTHERWISE. 2. HEAD HEIGHT OF ALL WINDOWS, EXCEPT SCALE: AS NOTED THOSE MULLED ABOVE OTHERS, TO BE AT 6'-8' REVISIONS: E] 1:1 El EJ El E__1 PATE: E D DE ED 5 SEPTEMIBER 1998 DRAWING TYPE ® TYPE © TYPE © TYPE OD TYPE O TYPE O TYPE OH TYPE O FIXED A 4 60FI1 WW PROFILE CONTINUOUS RIDGE VENT W/ SHINGLED CAP PROPER VENT STRIP PROPER VENT STRIP 12 2X12 RIDGE BOARD FIBERGLASS INSULATI 12 INSULATION STOP INSULATION STOP 2XI2 RAFTERS 0 16. O/C AIR AIR �12 " �� 12 y 12' 12' VAPOR BARRIER 2X12 RAFTERS 0 2'-0' O/C FIBERGLASS INSULATION 2X12 RAFTERS 0 Y-0' O/C yr GwB cE1uLINDA KENNETT NG DE51GN ASSOCIATES ASPHALT 9HINGLE9 ASPHALT SHINGLES 1X4 STRAPPING 0 I'-4' O/G 15-FELT PAPER 2X8'5 0 1'-4' O/C150 FELT PAPER �aED qR0 OL IT , 5/8' EXTERIOR 5/b° EXTERIOR G`'bSpRAPP PLYWOOD PLYWOOD g� o X4 STRAPPING 0 1'-4' O/C 12' GWB CEILING I'6' y DOUBLE TOP PLATE DOUBLE TOP PLATE q o212p P- DRIP EDGE 12' GWB DRIP EDGE I/2' GWB TF OF NE'N {� IX5 TRIM AIR BROSCO 5410 TRIM 1X5 TRIM AIR BROSco 8410 TRIM 2X8 P.T. CAP HEADER HEADER POST OFFICE BOX 184 CONTINUOUS CONTINUOUS 12 12 12 12 12 12 SCREEN SOFFIT VENT 5/4' X 6' TRIM SCREEN SOFFIT 5/4' X 6' TRIMPUTNEY, VER INT M49,TYPICAL RIDGE DETAIL 3/4' X3/4' P.T. 802 254 4071 12' PLYWOOD SOFFIT 08' PL7WOOD SOFFIT VENT LV _rj SCALE: 3/4' = I'-0' IX6 TRIM1X6 TRIM / X 5/4' 8' WINDOW FINISH HEAD BALUSTERS 0 4 I/4' O/C 6'-B° WINDOW FINISH HEAD 6' 4X4 P.T. POST LAG INTO FRAMING 2.1 TYPIGAL EAVE TRIM DETAIL 2.2 T�"PICAL EAVE TRIM DETAIL AT BASE 7 _5 SCALE: 1 I/2' = I'-0' SCALE: 1 I/2' = 1'-0' EXTERIOR WALL AT MASTER BEDROOM m IX6 BASE TRIM INFILTRATION BARRIER 11/2' CONCRETE BLAB W/ HEATING ELEMENT (TTVEK OR EQUAL) 2 6 3/4' TPG 9U5FLOOR SECOND FLOOR --+F 5/4' DECKING (2) 2X6 P.T. SILL 2 6 9'-3 I/2° OUTRIGGER ON EITHER II 1/8' TJI 35 0 IS' O/C 2X10 P.T JOISP 0 Jr.. O/C' SIDE OF EACH POST SLOPE DOWN I/8' PER FOOT W/ DECORATIVE END 2' EXTERIOR PLYWOOD II2' II 1/8' RIM JOIST 6' FIBERGLASS INSUL VINYL CLAPBOARD SIDING 2 6 NOTES 2X10 P.T. 4' TO WEATHE 2 6 BLOCKING 1. INSTALLATION OF ALL MATERIALS IN THE EXTERIOR WALL, BASEMENT P ROOF ASSEMBLIES INCLUDING INFILTRATION BARRIER INSULATION P VAPOR BARRIER, IX4 STRAPPING 0 I6' O/C &HALL BE COORDINATED TO ACHIEVE A COMPLETLEY INSULATED 'ENVELOPE' WITH AN UNBROKEN VAPOR BARRIER AT ITS INNER FACE. THE VAPOR BARRIER ' GWB SHALL BE LAPPED B' AT JOINTS AND TAPED AT OPENINGS. 2- ASPHALT SHINGLES SHALL BE AT LEAST 235 LB/6QUARE, WITH I2' TAB5, �j IIJ5�' EXPOSURE. (3) 2X12 P.T. BEAM Y 3 TPICAL EXTERIOR UALL/FLOOR DETAIL 3;. CONTRACTOR SHALL BE RESPONSIBLE FOR 7,11 FRAMING DETAILS. /2GLUM EXTEND 4SHAPE AS 01 OUTRIGGER ABOVE 1--I VAPOR BARRIER `�,, -CJ SCALE: 112' = I'-0' SHEET METAL DRIP CAP O X 2x6 STUDS 0 2'-0' O/C I/2' GWB 5'i,' FIBERGLASS INSUL IX6 BASE TRIM \�\ INFILTRATION BARRIER 1 1/2' CONCRETE SLAB W/ HEATING ELEMENT <1 Z F 1/2' EXT. PLYWOOD /4' T4 G PLYWOOD 5UBFLOOR 1'-2' FACE OF FRAMING TO C/L OF COLUMN 10' DIA. WOOD COLUMN 11 a FIRST 7 11 (2) 2X6 P.T. SILL 6 FLOOR 0'-0' VERIFY ON SITE LU II 1/8' RIM JOIBT ZI 'Q{ Z IN5ULATE BOX BILL ryU-J V II 1/8' TJI 35 0 16' a/0- 2X5 /C 2x8 P.T. SILL PLATE Z m � U B X8' LONGANCHOR r�SECTION DETAIL THRJ MASTER BEDROOM DECK BOLTS 0 6'-0' O/C !MINIMUM 2'-O' FROM CORNERS) 12' M SCALE: 11/2' . 1'-0' GRADE 8' CONCRETE WALL: ° (2) �5 EAR TOP P BOTTOM CONST. DOC. 3000 P51 COMPRESSIVE Q PHASE STRENGTH AT 26 DAYS WATERPROOFING DET /f�\ I L 5 112' CONCRETE SLAB �( M 3/4' SUBFLOOR 4' DIA. PERFORATED DRAIN IN 4' CONCRETE SLAB W/ 6X6 SCALE: I/4° = I'-m" CRUSHED STONE W 1.4 X W 1.4 MESH e FILTER FABRIC 00 01 b BASEMENT REVISIONS: 60 0 O II 1/e' TJI J015T II 1/6' TJI JO IST/0O O0 O O ! 0 p 0000 pO 000 O 00 00 0 00 p0 po 0 000p0 LT 00 o0 0 ' p0� d 00 O O 00OQOOOO BOLTED TO FLA NGE0 O M 8DATE: O O O OO00OOwlmxz6 BSEPT EMBER 98O O O 0 ppO 6 MIL.POLY VAPOR BARRIER �/ /^ JOIST HANGER I r DRAWING (2) • 6 BA 1'-0' DEEP GRAVEL BASE COMPACTED TO S5% SECTION DETAIL THRU STEEL SEAl 4 FFAt-I IG I `l SCALE: 11/2' - I'-0' LJ ,6i f--4 7 5 �. TYPICAL FOUNDATION LALL DETAIL a_CJ SCALE: 1 12' - I'-0' -1 OF 11 LASHING,4 SIDES,TYF. VINYL-CLAD LOUVER SCREEN,TYP. ALVANIZED ALUMINUM VALUES,TYR CONTINUOUS RIDGE VENT (TYP.) j \ I VENT STACK � I 12 12 \ �— FIBERGLASS BASED SHINGLES I2 - \ 3 TAB HEAVY DUTY (TYPICAL) 12 V2 `� OUTLINE OF ICE 1 W TE,R BARRIER TO BB ` \ INSTAAVES AND VALLEY ® \�\ LOCATIONS lTYPYGAU 1x6 TRIM LINDA KENNETT 16 DESIGN ASSOCIATE Ix4 TRIMETAL Mr' \ ' � 2.1 A 5 EDGE TDYRP CAU _ _._._,_._ ___,_,_,__ _._,_,_ _.__._._ _ _.__._ J •• x I VINYL "FISH SCALE"SIDI orfX21yCe GALVANIZED O,f N E`N DRIP CAP (TYP)- Ix4 JAMB TRIM(TYP)__- P05T OFFICE BOX 184 PUTNEY, VEWONT 05346 FLOOR LINEFLASH 4 COUNTE�LASH (TYPICAL) 8m2 25d' '481 (TYPICAL) 2ND FLR IX6 CORNERBOARD (TYPICAL) _ _ _ _ _ _ _ _ __ __ _ ZND FLR I%b HEAD TRIM(TYPIX 6 TRIM 4" EXPOSED VINYL SIDING !T7(TYPICAL) I%2 SILL TRIM(TYP) ® ® (TYPICAL) RAILING 1 4 N� IST FLR - - - - PORCH FL - - - - - - IST FLR La �I ir PT STEPS 1 PORCH DECK / APPROXIMATE GRADE (TYPICAL)-// TYPICAL) I - - - --- - I -- - - - - - - -- - - - - - - - Ii - - - ---- - - - - - - -J L -J LI- - ---- - - - - --- -- - - LINE OF NEW FOOTING BELOW MP.) EXISTING FOOTING NEW FOOTING L _ J -_ - - _ _ -L UJEeT ELEVATION z 30L 'TH ELEVATION � SCALE 1/4' - I'-0' -rjj SCALE I/4' 1'-0' 2 0 AL I CONTINUOUS RIDGE VENT (TTP.) 12 I i I I � 12 12 `— ;i 'VINYL "FISH SCALE" SIDING i ! z PROJECT UPPER FACADE 5 1/2"BEYOND i FACE OF WALL BELOW ! lK.. �L LLi tt Z = CENTER OF S'-b"RADIUS TO BE S-0"AFF. L ._J L._ _ _._._._,_ _ _._,_,_,_._ _ _ _ _ _,_,_._ _ _ _ _,_._._._._ _._ _ _._._._ _ _ _,_,-,---r,—_rr.w—_r.._._--,v--_,_„-„L — _ _ _ATTIC PLR -R;F ° T,,-� u TPI i i ® r 2 CONST. DOG. PHASE i i i __ __ _ _ _ _ __ _ _ zNOF�R ELEVAT65 — — _2ND FLR SCALE: 1/4' = 1'-0' REVISIONS: 11 ® Tr ® 7YP IST FLR - - - -- L DATE: I I I I II III II II II I I 8 SEPTEMBER n(38 I I I I I I II I I I I I I I 1 I II DRAWING �I T II 11 NOfRT�4 ELEVATION _ F-- _J L_ _j L- - _J L- --1 r T - (o SCALE I/4' = r-0' — ELEVATION L-J L,-J L- J L J L _ J 3 E A�T BELOW (TYP.) 7EXISTING FOOTING NEW FOOTING -- - - - - - - --- _ - Ip SCALE I/4' I'-0' -- - - _ -_ - -- _ - _ - -- -- _ - 8 OP II BROSGO *5410 ON 5/4 x 6, TYP. 39" U. 12" U. 1X4 TYPICAL BUILT-IN SEAT W/ O LIFT TOP FOR STORAGE BELOW G LINDA KENNETT DESIGN ASSOCIATES SE9ED ARC �5 aAPP k y�r t� ZOP H t^ 14 1x6 BASE,TYP. 39" B. 30" STOVE 36" B.G. -� 42" V.8,6. , rF OFIN`VN yoe POST OFFICE BOX 184 PUTNEY, VERMONT 05346 39" U. 27" U. 15" U. IS" U. 15" U. 802 254 4871 m O 1.5 11 2.B 3.B 4.B - � - � 36" B.G, 21" B. 21" B. 33" B. P.W. 21 B. 30115. 7 60" V.S.B. 45" V.S.B. 2 1 x 12" x 3'-6" SHELVES 39" x 24"d U. Z DINING ROOM BEYOND V / 7M Z CLAW-FOOT TUB () �LU Z LU Z U 1e11 B. 18° B. 1 ELEV4TION5 . KITClk4EN CONST. DOG. PHASE ❑ ❑ ❑ ❑ �� SCALE: 1/2" - O REVISIONS: C� DATE: 8 SEPTEMISER 1998 2.D 3-D .D -� -I DRAWING 2 ELEVATIONS: 5ATlk4 1 ELEVATION& 5ATI-I 2 ELEV5 , 1l- I6T, 5,47�4 74 _ 7 (i I 9 OF 11 G O BATHI /\ — — —DRESSI - _ _ SEPARATE CIRCUIT FOR COMPUTER I �`YgUP #\ \\\ r T \\\ / ENTRY PORCH \ \ LINDA KENNETT / OF RIDGE BEDROOM I / \ DESICxN ASSOCIATES AR--- - ---- - -- - -- - - --- -/ - -L --'-'- - ----- - W r a MST BEDROOM r a \\ / ENTRY ❑ �� \\ \ /' / O N — 1 % // // BALCONY OF NEW T c \ / POST OFFICE BOX 154 L - - / PUTNEY, VERMONT 05346 D Y - i .' PULL 6WN Sm2 254 48'11 // '- - - - ` LIVING BATH 2 STAI ABOVE �-- ` -- D AN 4 uGH O L 1 GF i II \ \ III I \ - 136' \ / jREF I II / H6il DARDWIREI I Ii CEN E ON I CHANDELIER I ISLA CO NTER \ GH I KITCHEN/DINING= /_ GK \` 30' RANGE \\ BEDROOM 2 j CHGFI i HARDWIRE H D GFI ; GFI J� I I I I I 7- 6 I � PORGHI4 I / GFI GFI z 2 FIfRST FLOOI, ffLAN3 � CONS I� 00 AN z 0 - I SCALE: 1/4" 1'-m" - 6GALE: 1/4" 1'-O" CxENER,4L NOTES: KE`I' CONST. DOC. PHASE I. ALL WORK TO BE IN ACCORDANCE WITH NATIONAL t LOCAL ELECTRICAL CODE. 2. LAYOUT SHOWN FOR REFERENCE ONLY, UPDATE PER CODE REQUIREMENTS. REVIEW =�D DUPLEX OUTLET SWITCH (C �I� � ALL CHANGES WR/ ARCHITECT 4 OWNER- ¢� 3. SUBMIT CUT SHEETS ON FIXTURES FOR ARCHITECT t OWNERS REVIEW =GHGFI COUNTER HEIGHT GIROUND FAULT INTERRUPTER OUTLET T' 3 WAY SWITCH 4. CONTRACTOR 5HALL INCLUDE WIRING FOR STEREO, WITH LOCATIONS SPECIFIED BY OWNER GFI $ GROUND FAULT INTERRUPTER OUTLET 14 4 WAY SWITCH 5. GABLE 1 TELEPHONE JACK LOCATIONS TO BE VERIFIED BT OWNER. cJ. GALE: /4" -0 220V OUTLET r CEILING FAN W/ LIGHT REVISIONS: 0 TELEPHONE JACK G CABLE JACK DB DOORBELL THJRMO THERMOSTAT �y WALL MOUNTED FIXTURE DATE: CEILING MOUNTED MIXTURE 8 SEPTEMBER 1995 UNDER CABINET FLOURESCENT STRIP DRAWING FLOURESGENT OVE?*LEAD FIXTURE 10 OF 11 LOCATE OUTLETS PER CODE AND OWNER'S APPROVAL Uf- LINpA KENNETT DESIGN ASSOCIATES / �\ SERED Ao / O O �``'� PµPPV f i� n 1 9p 4112 41 OPr CHIMNEY BASE I P OF NE`N { % POST OFFICE BOX 184 PUTNEY, VERMONT 05346 d P \\ o 0 802 254 40-f1 i / NOTE: PROVIDE, LOCATE AND CONNECT ALL HEATING, ELECTRICAL, / AND MECHANICAL SYSTEMS WITH OWNER'S APPROVAL / O I/ o r ILII II� 1--0. O NZ w ® � z auu� v— 5,4SEMENT FLAN z SCALE: 1/4" = 1'-0" CN GENEF, AL NOTES: <E1' CONST. poc. CHASE I. ALL WORK TO BE IN ACCORDANCE WITH NATIONAL ! LOCAL ELECTRICAL CODE. $, 2. LAYOUT SHOWN FOR REFERENCE ONLY, UPDATE PER CODE REaUIREMENTS. REVIEW DUPLEX OUTLET T SWITCH �/I� ALL CHANGES W/ ARCHITECT 4 OWNER ELECTRICAL ¢� 3. SUBMIT CUT SHEETS ON FIXTURES FOR ARCHITECT ! OWNERS REVIEW =CHGFI COUNTER HEIGHT GIRCUND FAULT INTERRUPTER OUTLET T' 3 WAY SWITCH 4. CONTRACTOR SHALL INCLUDE WIRING FOR STEREO, WITH LOCATIONS SPECIFIED BY OWNER GROUND FAULT INTERRUPTER OUTLET t4 4 WAY SWITCH SCALE: I/4" i_= 10° 5. CABLE 4 TELEPHONE JACK LOCATIONS TO BE VERIFIED BY OWNER 220V OUTLET CEILING FAN W/ LIGHT REVISIONS: T v TELEPHONE JACK G CABLE JACK DB DOORBELL TH4jRMO THERMOSTAT WALL MOUNTED FIXTURE DATE:: 8 SEPTEM5E1R 1998 CEILING MOUNTED FIXTURE pRAUJING UNDER CABINET FLiOURESOENT STRIP FLOURESCENT OVERHEAD FIXTURE 2 11 OF 11 � E5 EDEN7 AL A4 AL7EX47 CN CUTC � OGU , N UJ � CfR< 111335 El Af;;�CHITC7 : LINDA <ENNETT EE F'OST OFFICE SOX 104 FUTNEY, VEF 1 ONT 0E�34(o DD ®®® Q02 254 4al1 ® � L Ie7 CP DFA �UINGe CzPN SAL NOTES D - 1 DEMOLITION FLAN '�� `� �� THE INFORMATION CONTAINED HEREIN IS INTENDED TO SET THE PROJECT'S SCOPE AND QUALITY, AND TO GUIDE RATHER THAN CONSTRAIN THE JUDGEMENT, SKILL, AND EXPERIENCE OF THE BIDDER. / THE OWNERS INTEND TO RELY ON THE SELECTED CONTRACTOR'S COMPETENCE IN SELECTING AND USING: A - 1 FOUND ,47I ON FLAN ETA I LS MATERIALS AND PROCEDURES IN BUILDING THE PROJECT. WITH THE OWNERS APPROVAL, THE ARCHITECT WILL PREPARE SUPPLEMENTARY DRAWINGS REQUESTED BY THE CONTRACTOR DURING CONSTRUCTION. /J� 2. EACH BIDDERS BID FORM SHALL BE ACCOMPANIED BY SUCH INFORMATION AS THE BIDDER DEEMS A - 2 FLOOfR f LAN& APPROPRIATE TO DESCRIBE HIS / HER EXPERIENCE AND QUALIFICATIONS FOR DOING THIS PROJECT, AND IN EACH CASE SHALL INCLUDE AS MUCH AS POSSIBLE OF THE FOLLOWING INFORMATION: A. THREE (3) REFERENCES TO OWNERS OF SIMILAR PROJECTS COMPLETED. A - 3 SE CT I ONS B. ONE (1) BANK REFERENCE 10 A BANK OFFICER FAMILIAR WITH THE BIDDER'S ACCOUNT. C. I REFERENCE TO EACH OF THE FOLLOWING, REGARDLESS OF WHETHER OR NOT THEY MAY BE INVOLVED O ANCY OR IN THIS PROJECT: I PLUMBER CERTIFICATION PROVIALARMDE DEVICES TING USE IS UNLAWFUL - BUILDING MATERIAL SUPPLIER ,� - � ��,�MN� �I� �NS � SC��DUI� � S ALARAIDEVICES ON LEAD CONTENT BEFORE ASTOPART.721.1 WITHOUT CERTIFICATE. - EXCAVATION SUBCONTRACTOR CERTIFICATE OF OCCUPANCY N,g,SBUILDING COOL - FOUNDATION SUBCONTRACTOR SOLDER USED IN WATER - MILLWORK SUPPLIER - 5 t I C� SUPPLY SYSTEM CANNOT L� EXCEED 2110 OF1%LEAD. PROWDE$MINOSFOR APFR=ASNOMD 3 THE SELECTED BIDDER SHALL PROVIDE THE OWNER, WITHIN ONE (1) WEEK OF NIS/HER SELECTION NOTIFICATION, PLUMEiIN(i ENERGEMESCAPEAS oIGIL @.N IV �� THE FOLLOWING WRITTEN INFORMATION: A - ro ELEVATIONS &VATEFLIURBINEIIINE t REQUIRED lYPARL7110F t � A. DESIGNATION OF ALL PORTIONS OF THE WORK THAT WILL BE PERFORMED BY HIS/HER OWN FORCES. avrATERt eNEED N.ILETATERUIIDIN000DE. NomS BUMMIN29AMG Ar B. MANUFACTURERS AND LOCAL SUPPLIERS OF MAJOR ITEMS, SYSTEMS, AND EQUIPMENT FOR THE PROJECT. 1ESTING BEFORE COVERING NOYMD] a AIN Tp E � pgN THE FOLLOWNGIMPKI M C. ALL SUBCONTRACTORS WHO WILL WORK ON THE PROJECT. t FOUNDAMN • TWO FAWNED D. A "SCHEDULE OF VALUES" BREAKDOWN OF THE CONTRACT SUM. HMPOUMCONCrAn A _ 1 INTE � IOF ELEVATIONS forwatrf copper ubingktIng 2. AAM MO torweterdistributing 3. INSmJ1I0N 4. THE CONSTRUCTION CONTRACT SHALL BE EXECUTED BY THE OWNER AND CONTRACTOR USING A system;piping shell be 4. FINAL • CONSTRUCTION MUST STANDARD FORM OF THE AMERICAN INSTITUTE OF ARCHITECTS, FORM 4107 1987 EDITION TITLED "ABBREVIATED �° of typesKw Lon ALL CONSTRUCTPLETE ION SHALL HALL MEET FORM O AGREEMENT BETWEEN OWNER AND CONTRACTOR WHERE BASIS FOR PAYMENTS IS A STIPULATED SUM." E - 1 E L E C T R I C A L FLANS THE REQUIREMENTS OF THE N.Y. ',(7 STATE CONSTRUCTION a ENERGY CODES. NOT RESPONSIBLE FOR PROVIDE ANTI-SCALD AND/OR DESIGN OR CONSTRUCTION ERRORS / ��O THERMAL SHOCK PREVENTING DEVICES AS TO PARE 102.6(K) N.V.STATE BUILDING CODE. q �j REQUIRED UY I x LINDA KENNETT DESIGN ASSOCIATES ",RED ARO,y GENERAL: 4'16 9LNPP Ne,I,He F REMOVE WALLS, PARTITIONS, FLOORING 4 FLOOR JOISTS TO TOP I•, J� OF FOUNDATION WALL. r �1qr o2iz<t {O? P OF NEW POST OFFICE BOX I04 -- ----------------------- r--------- r Sm2 2 4 48111 PUTNEY, VERMONT 05346 II II REMOVE FOUNDATION WALLS 4 FOOTING BENEATH LIVING ROOM EXTENSION I I I II I II II I I I I I I I I I I I � I I I -- I I uP {I I� BRACE AS NECESSARY. -__-__t HEARTH ABOVE TO REM IN �— CHIMNEY BASE TO REI 114 IN FIREPLACE 4 CHIML�N -- - - - D 7N CHIMNEY i \\ HW EXISTING FOUNDATION /REMOVE DECK, SUPP WALL 4 FOOTING TO REMAIN FURIdAGE AND RELATED ITEMS ORTS, RAILING �=UMp Li O ELECTRICLL ® Z GENERAL: FLOORING 4 FFMOVE LOOR JOIST$ GENERAL: RIOR PARTITIONS, REMOVE MI5CELLANEOU5 STRUCTURAL SUPPORTS, z MECHANICAL, ELECTRICAL 4 PLUMBING COMPONENTS, Lu � 44I F— Q) t CONST. DOC, PHASE EX157ING; FOUNLD4TION FLAN 2 EXISTING FIRST FLooF FLAN 3 EX15T NG SECOND FLooF, FL ,4N D MOLMON p _ I SCALE: 1/4' - 1'-0' p SCALE:: 1/4' - I'-0' 'D _ , SCALE: 1/4' , 1'-0' SCALE: 1/4' = 1'-0" REVISIONS: GENERAL NOTE: 1. CONSULT OWNER FOR ITEMS 10 BE SALVAGED 4 STORED. 2. ALL DEFOLISHED MATERIAL TO BE HAULED AWAY IN A TIMELY FASHION DATE: AND DIS?OSED ACCORDING TO ENVIROMENTAL AND LOCAL JURISDICTION. 25 JUNE nj(5 DRAWING 2OF10 1 3 2X8 P.T. SILL PLATE W/ 1/2' X S' ANCHOR BOLT O 6'-0" O/c (MIN. 2'-0' FROM CORNERS) • ' 2 - 5 BAR TOP / BOTTOM 2X5 P.T. SILL PLATE ALIGN W/ ANCHOR BOLT 8° CONCRETE WALL 3000"pal 2' 6'" F (MIN. - - - - -- - - - - - --- - - - -- - - - 2'-0ROM CORNERS) EXISTING 13 • DAMPPROOFING =g 2 - "5 BAR TOP / BOTTOM SEPTIC DISCHARGE - - r rF- E 8' CONCRETE WALL 30m0"pel EXISTING BASEMENT WINDOW TO REMAIN(TYPICAL OF 37 3 IR' GEMENT FILLED TE 2' RIGID INSULATIONLALLY COLUMN (iTP) L DAMPI-Il NGELECTRIC PANEL2" RIGID INSULATIONr-m' x 2'-m x r-m' LINDA KENNETT FOOTING (TYP D.TE 7 CHIMNEY BASECONCELOW 4' CONCRETE SLAB W/ 6X6 DESIGN ASSOCIATES -r �- - - . - - - - + 4, 2' CONCRETE SLAB • , HRED ARoy EXISTING FOUNDATION W 1.4 X W 1.4 MESH/ FOOTING TO REMAIN F EXISTING HEARTH EXTENSION- - - - - TO REMAIN 3LT _ J I I r aJLTE4' DIA. PERFORATED DRAIN INR o°° ° ° 4' DIA PERFORATE DRAIN IN /XI V 6 MIL POLY °o CRUSHED STONE CRUSHED STONE 7 s L/ VAPOR BARRIER - - -.- -- ° , °° N ro EXISTING SLAB TO EXISTING OPENING N" T o °Bo 8°o e`oo o�°p °°° o° Bo o°'e°yyo$ REMAIN H c� o oo°O o80 o°p °° °8°O° 08 m o o°o -F o o° °O TO REMAIN ////7 o o °oo o° o°° 6°0'0° oo OF NES / 6 MIL. POLY °°o o ° ° ° ° °p °°' 6 MIL. POLY //o°a o o°a° ° °° °`O '• ° 1 - J VAPOR BARRIE VAPOR El RIE POST OFFICE BOY. 184 - 1'-0' (MN.7 GRAVEL 11-01 s - - - - - -� F-t -I- rt � BASE GOMPAGTED 2 - a BAR BASE GIOMPAGTED "N.) VrL PITNEY, VERMONT m5346 -� J, L - - J L _ TO 95% I'-4' TO 95% 2 6 BAR 502 254 4$71 p_4• 3'-4' m CUT 3'-0' WIDE X SECTION: TYP. WA3 FOUNDATION LL SP ECTION: TY , FIND, WALL AT CRAWL SP,4C� :a I I � 0 OUTLINE of DECK-- N EXISTING IO ALLNG FOUNDATION WALL W/FOUNDATl0 0W LONG TO EXISTING-4 BAR A_ A _ I SCALE: I/2" AT Y D AT IT' INTERSECTIONS BURY/���OWEWEL 6" MIN. INTO EXISTING WALL I 1 SEE - - - - - - -- - - - - -A3 - - L- -- - -- - - a — - - - -- - - - - -- - I I - - - 4X4 P.T POST 5 6'-1' 3'-0' ICN 0 SIMPSON TYPE ABE44 BASE 4° CONCRETE SLAB W/ 6x6 2X6 P.T. SILL PLATE LOPE TOP of SaNA TUB II I- - 7 E' CONCRETE 15'-4" f - - - - W 1.4 X W 1.4 MESH 2' 6' W/ 12' X S' ANCHOR BOLT J---I FOUNDATION WALL FOR DRAINAGE -- + J O 6'-m° O/G (MIN. L+ L 2'-0' FROM CORNERS) I_J - 7-0 X 2TUBEm X N ~16, W. G5 D m 2 - 5 BAR TOP / BOTTOM d I'-0" FOOTING ° TYP AT DECKING 8 0 8 °° 3'-e' 2 °Qo"B ooa°8 o°°o8a°,B°8o8O° S' CONCRETE WALL 3000" el 6 MIL. POLY 'b L -J VAPOR BARRI DAMPPROOFING v Al va Z4' CONCRETE SLAB - SEE A 5 I'-0' (MN)GRAVELBASE I'-0' DIA. SONA-TUBE ° 2 TTo 9S% OMPAGTED W/ 04 DOWEL INTO \ o0 o ° 4' DIA. PErtFORATED DRAIN IN FOOTING ° °0�° A-3 WI 9 °84°a°a CRUSHED STONE 0 2 "4 EW. ALUMINUM SCREENED VENT (TYP 3 PLACES) / PS.2XIa Q J FOOTINGS TO SET ON e 16' 0/0 w 6° MIN. OF CRUSHED STONE-� fI— - - - - - --- - - - - - - - - - - - J — / ° oaf /L_ L � - - - - - - - - --- - - - - - - - 1 r - --- - J /�\/ °°° °m wud'm° a °o 2 - "6 BAR /4,_m. 3'_S• FROST WALL �\ 2i_0, m FROST WALL i / v CONCRETEFOOTING 4 4 SECTION: TYF- FOUNDATION WALL SECTION: TYP. FIERS AT DECK O Y SCALE: 12' = I'-0' m r J -i. O/c /� A_ I SCALE: I/2' I'-0" m 0 ro A_1 / � A_ � —u mI I / m v I -� Z4- CONCRETE SLAB - SEE < �/T- - ' - - - - V L J \ \ \\ \\\ /// / UL Z \ \ -- - - / / mLLi \ - - - - - - - - -- - - / Its) III 0 L * - - - - - - L - - - - + J NOm III II 1� TE: �-�--4 32 X dls. x e'-2 1/2" 6 3/4' 3, Il" I. STRIP TOPSOIL IN AREAS OF EXCAVATION TO 6' H- AND � STOCKPILE FOR FUTURE USE IN AREA DESIGNATED BY OWNER m 2. BOTTOMS OF FOOTINGS SHALL BE BELOW ACCEPTED FROST LEVEL 32 X Nle. 2'-10 3/4' 10'-2 I/2' 1 2'-103/4' 3. BACKFILL IS INTERSECTION OF WALLS CONST. DOC.EXCAVATED AREAS WITH MATERIAL FREE OF DEBR < TRASH. 32 X Nle. PHASE: Tl FLAN: T-T-P. REINFORCING AT CORNER (7l FLAN: TYP. REINFORCING, AT WALL FNDN PLAN A _ 1 SCALE: 3/4' - 1'-0' A_ I SCALE: 3/4' = 1'-0' DETAIL I5 * I �, SCALE: 1/4" = I'-0' FOL N,D >47I0FLAN REVISIONS: a - I SCALE: 1/4" = I'-01' DATE: 30 JUNE: III DRAWING 3O 10 3 I 3 CENTER WINDOW ON STAIRWAY A 5 ® PROVIDE 4 INSTALL ADJUSTABLE SHELVES m LINDA KENNETT m �L m SHELF i ROD (TYP) :u DESIGN ASSOCIATES N B Ut N N m - -_ _ 3m `r � U 6 -0 � UP m DRESSING 5 �5 pPp"P"`ENa SHOWE XHANDRAIL, BALASTERS / DUG 2/A- 36 48 NEWEL POST INSTALLED PER CODE N BROSCO M M ✓ 23 meq/, oxtN Oer ca 0 ENTRY PORCH (� EXTEND EXISTING FLUES 1 CHIMNEY DF NEW � Q EXISTING FIREPLACE V F { ROOF RIDGE BEDROOM I 0 FROM 2ND FLOOR FLOOR THRU ROOF, 3'-4 1/2" m CONTINUE EXISTING FLUES TO MEET 3 _9: CODE REQUIREMENTS. POST OFFICE BOX 184 ® PROVIDE GAS FIREPLACE INSERT IN 3FLUE PUTNEY, VERMONT 05346 `1 `; i0 O AS SPACETY AT PERMITS-T. BEDPo'I. LEVEL 22 802 254 4511 n UP ®ABO ENTRY N� E H L_•, � - I ABOVE N v _ - N T-5 1/4" I'- ° ® v. 2X6 WALL - — 14 BARREL VAULTED CEILING SEE e a 1 3 s m 3 0 D 3/A-T JJJI MST BEDROOM PROVIDE SHELF < ROD�7 `-' ON �F/STRJCTURAL /�/ ® - - - - BQT14 2 TL _ _ N Ig DRYER ® I['Lm - — L 3'-4 In° ST T �r VENT CAP J Y v 15 PULL DOWN 150 D GREEc u 0 _ - _ - D SHEL VES N I 1 - p DTIC FAN C DUXa 4/A-1 STAIRS ABO 17 PLUMBING CHASE 5 5° 2'-5 I/5' '^ `r ij HALLABOVE p ^ m ALIGN "? DIMENSION TO '; /U\1( D PANTRY , ® BALCONY s W O5 12 ._4.. ® LINEN 2.1 A ou" iREF m 1 I— N 1 ZP m CEILING AT 1'-0' 3'- 0 I/2' 5'-8' L W Ea. Ea. ABOVE FIN FLR �n – ,a�RooFBELaw 3'-tav2 - - - - — - — - - z - - - - - KITCHEN/DININC2 A-3 DW J A-3 m ® �g z Ih�I 2'-0' X 3'-0' ! �' B a _ _ _ ISLAND 3&' HI i 0 _ _—_ _ — _ ®ABavE BEDRO IOM 2 _ — —_ _— _ _ _— _ — _ — _ - -_— N � ry � � � m � II- - - — - — - - — - AC W:a /A-T OE 4P CATHEDRAL ILING SEE _j 23 _ — - — - CK 30• RANGE m �- ------- r—RIDGE ABOVE CEILING IN BOW AT .9 © TOP OF HEAD TRIM, SEE I ---u 3 w I _ L*ATTOP - I PORGN ROOF RIDGE Q P 6' a lLWj✓ABOVE OO I O CO =5 . O I Qk Ir U CONST, DOC, N EauAL EQUAL PHASE I 2'-101/4• 10'-2 I/4' tV-101/4" G;ENER,AL NOT ES FLOOR FERNS S'-0' Ilk 20 -�' I. VERIFY DIMENSIONS WITH ARCHITECT AFTER DEMOLITION CONFIRMING 20'-6' FIREPLACE LOCATION AND OVERALL BUILDING DIMENSIONS 2. PROTECT ALL WORK IN PROGRESS FOR SOIL EROSION. CONFOlel TO LOCAL REOUIREMENTS OF ENVIROMENTAL PROTECTION AGENCIES HAVING JURISDITION. SCALE: 1/4" = P-0° 3. CONTRACTOR SHALL SUBMIT FOR OWNERS APPROVAL: - MANUFACTURERS PRODUCT DATA - DETAILS OF CONNECTIONS DESCRIBING THE FINISHED PRODUCT REVISIONS: - SAMPLES FOR COLOR OR FINISH CHARACTERISTICS - MANUFACTURERS OPERATING INSTRUCTIONS, GUARANTEES 4 WARRANTIES. 4. THE CONTRACTOR SHALL PROVIDE ALL BACKING, BLOCKING, SHIMMING, CUTTING, PATCHING, SEALING,FLASHING, FASTENING, HANGING,FINISHING, AND OTHER IMPLIED, BUT NOT DESCRIBED, PARTS OF THE WORK NECESSARY FOR THE PROPER INSTALLATION,FUNCTIONING, AND CONFIGURATION OF PARTS THAT ARE DESCRIBED. FIF,57 FL0OfR FLAN 5. ALL FRAMING MEMBERS TO BE 1200 PSI OR GREATER 2 Z&ECOND FI OO� f /` N DATE: 6, USE 2X6 STUDS FOR EXTERIOR WALLS 4 2X4 FOR INTERIOR WALLS. UNLESS NOTED OTHERWISE. �7 v I— L- Pmt V 3(I) JUNE 1998 - 2 SCALE: 1/4" = 1'-0" 1. USE METAL CONNECTORS FOR FLUSH FRAMING. r� - L SCALE: 1/4" = 1'-0" B. PROVIDE BLOCKING FOR SHELVING AT PANTRY, BATH I, BATH 2, MST BATH, MST CLOSET, DRAWINGLINEN, AND ALL CLOSETS WITH ROD / SHELF ABOVE. xX //T 9. HEATING SYSTEM SHALL BE OIL FIRED FURNACE SUPPORTING A RADIANT A r//—/JI TUBING DISTRIBUTION SYSTEM INSTALLED IN 2' 7oPPING ON BOTH IST 1 2ND SUBFLOORS. 40F 10 CHIMNEY TOP5 FOR FURNACE, 32'-10' STOP OF CHIMNEY FIREPLACE t GAS INSERT IN MST. BDR. 2S'-10" TOP OF RIDGE VENT — 1122 \ 12 VV.. �12f 121 / 12 12� / \ / \ LINDA KENNETT // \\ 2 DE51GN ASSOCIATES / \ 2X8 TIES m 32' O/C, SEE � �12 2,1 / ENT YY A'S / FOR 5ATH STACK ATH 2, \\ 7x0 ilE BEAM —VENT SEPED ARCy / / KITCHEN \ x 2 4 G�9 o'gt.PP rcENhe 1T-4' TOP OF PLATE n s -4 r ''UJiI LINEN CLOSET W/ �)9Te °21x4t� {pP INDICATES 6'-B' HEADROOM T OF NE ro CLEARANCE (TYP) ® ® ® TIG CEILING P057 OFFICE 80X 184 9 PUTNEY, VERMONT 05346 LO5T f5EDR SET BEDROOM *2 � � � � BDRM *2 212 LLI 11 8(d2 254 4871 TOP OF SUB FLR OPENING AT \ 112 OPPOSITE SID YR. 2ND FLOOR F_0" — = �OF STAIR 0 1 4 Z3 IS T0 11' ® ® ® ® ® I O ROILING TYP.ON DECK II C��II/l/l DINING ROOM o KIT. xGBAs ,TYP. DR YL 0'-0" TOP OF SUB FLR _ IST FLR C 11- 4 VA -2'4,' GRADE (VARIES) _ 14 R m 6 3/4' DRILL DOWELS [INTO EXISTING 13 T m 11' EXISTING FIREPLACE FOUNDATION 1 EXTEND INTO +: 4' CON FZTE SLABY -4 —4 w 7 BASE NEW FOUNDATIONA, SEE e SEE \J . 0 z [EXISTING FOUNDATION CUT NEW OPENMG IN • FOOTING ! SLAB - - - - -- - - - - - - - - - - - EXISTING FOUNDATION WALL __ _ _ _ _ _ _ - - - - - - - �U > •• ' " ' ' -' ' ' " ' ' "" ., .n�, . . . ... „. L NEW FOOTING 1 FNDN FR05T WALL BEYOND TO REPLACE EXISTING FOOTING 1 FNDN WALL II� \��- /� IIWI l� 1 � 12 12 V. 2 3El.,s7ION : EeT - EA&T ll.� 4 - 3 SCALE: I/4" I'-O" A - 3 SCALE: I/4" - I1_0" I 2X0 "TRUSS"FOR VAULT SUPPORT —VENT PROPER VENT z 111'-4' TOP OF PLATE IlluuTU' 73 V 73 2 3 A 11 2 11111 11 (�D_ Y S'-2' TOP OF SUB FLR51 151:DIROC)�l LuG- 2ND BOOR 1 .0 A�WSOUND ATTENUATION BATTS m FLOOR (TYPICAL) fi V CONST. DOC. PHASE El m ® TrP [ILE 11 6ECT ON5 0'-0' TOP OF SUB FLR LIVING ROOM IST FLR C SOLID BLOCKING AT TOP OF EXISTING SCALE: 1/4" = 1'-0° FOUNDATION WALL TO SUPPORT JOISTS GRADE (VARIES) REVISIONS: so � o u e z_ EXISTING FOUNDATION < FOOTINGS DATE: tM 30 JUNE 1995 DRAWING'S 3 eECTION : NOFT�4 - SOUTH - - 3 SCALE: 1/4" 5OF10 1 3 I 3 1 3 1 3 1 3 EXISING FOUNDATION I I I -------------- ------------ --------� m 4 0 x 2 ------ -� r------r i I i t I � w u FLAT cE1u G LINDA KENNETT 31/2' CEMENT FILLED XO r- mO DE9CzN ASSOCIATE$ r FOOTING, ON n .p b LALLT C k I' 0' III • __ ® ARC y/ e _ ttP. ° ° - �• li _—_—_ --_ ----_—_ __--_ ° HIMNEY t- (4)2x12 BEAM (4)2x12 BEAM (4)2X12 BEAM CHIMNEY �� a4 w O IREPLAGE CHIMNEY "� p� - +ExSTG 0 X X O •I,JJI N CHIMNEY RIDGE BABE Z l F I 6X6 PORT , S 2, r I I I T I J li i i i BILL PLATE, ° VAULTED CEILING i � Tq> ° + {° r T PROVIDE SOLID _„_,� — ° F `N N -� ?� BLOCKING BELOW,TTP (4)2x12 BEAM _ 6x6 P05T (TTP7 --- ----- -------- - - i �� FRAME ON TOP OF NE xx J_i _I_i (412X12 BEAM (412X12 BEAM W II'-1 In. 3'-4' II'-B I/2• 2x14 16' O/G 2x12 mm PULL ; OF MAIN ROOF %. r 4x12 Ib' 0/C h ry D?AIRUAT POST OFFICE BOX 184 X FLAT CEILING / �� ° li li PUTNEY, VERMONT 05346 L___ ___ _J L_______J r __ _____________� —(5J 2X14 BEAM _— + — Z — 6X6 POST (TTP) -1--- 2 -----UPPER _-___ __i i Sm2 254 481 Z Z Z A-3 WALL A-3 ' I A-3 A_g ° 4x12 4_g ° 2x12 212 • 12'O/C 2X0 • I6' O/O ° 16x ' O/O X FRAME FLOOR TO MATCH n 2x12 RAFTER Fr�i E OF PELLA BOW WINDOW X 2X12 Fri 24' O/ 2x8 TIE BEAM N I I I I RAFTERS OVER ------------------- r-----' KITCHEN EXTENSION 1: 1NAILS AT I I I I I EACH 71E BEAM li 2 6 L L 2x6 WALL III�IIIK//- I I I I I CONC. SLAB I I I I I I I I II NOTE: USE RARTO ANE CLIPS AT TLL RAFTER i OOF FR,4MINQ PLAN NS 14 FOUNDATION PLAN Azo 15T 1=LOOR FRAMINC� PILAN A3� 2Np 1=LOOR FRAMING-� PLAN 4 ATTIC 1=LOOR FRAMINCz PFLANR � SCALE: I/S = 11-0” SCALE: 1/8 = 1'-0SCALE: 1/8 = 1'-0" -� SCALE: 1/8" = 1'-0" -¢ SCALE: 1/8" A-4 FINISH SCHEDULE _4 DOOR SCHEDULE -� WINDOW SCHEDULE C1 ROOM BASE FLOOR WALL CEILING CLG, HT. KEY MANUFACTURER ROMPTH RO.HT. WIDTH HEIGHT THICKNESS STYLE TYPE REMARKS KEY I MANUR RO.WDTH RO.HT. WIDTH HEIGHT REMARKS BASMi O 3'-0' 6'-e' 1 3/4' O W/ 61DELITES 4 TRANSOM O MORGAN 2'-6" 6'-8' 13/B' 500,MOLDED 4 TEXTURED O W/ PRIVACY LOCK ® BATH I IX6 HDWD Q GWB GWB Q 8'-0' O MORGAN 5'-0' 6'-5' 13/5, 15 FOLD, MOLDED 4 TEXTURED O O DCCCM 2541 T-1 3/4' Y-5 3/4' 2'-1' 3'-5' t� ENTRY IX6 HDwD @ GWB GWB 5'-0' ® MORGAN 2'-6" 6'-6' 13/5, 500, TEXTURED 4 MOLDED OB ® DCCM 2335 I'-11 314 T-II 3/4' 1'-11' 2'-11' � \1 Z PANTRY IX6 HDWD Q GWB GWB 5'-0' 05 MORGAN 2'-6" 6'-5' 13/5, POCKET DOOR, TEXTURED 4 MOLDED OB W/ APPROPRIATE HARDWARE O BOW DCGCM 2959-5 2'-5 3/4' 4'-II 3/4' 2'-5' 4'-II' 11'-10' X 8'-0' X I'-1 5/8' PROJECTION U O KITCHEN VINYL HDWD Q GWB GWB e'-0' bO PELLA V-1 1/2' 6'-b 1/2" 1 1/5' FRENCH DOOR OD Q DCCCM 3559 T-11 3/4" 4'-II 3/4' 2'-11' 4'-II' p DINING IX6 HDWD GWB GWB 8'-0' O PELLA DSC5F 11182 9'-B I/e" 6'-9 /2" 11/8, FRENCH SLIDING DOOR OH O DCCCM 2553 2'-1 3/4' 4'-5 3/4' 2'-I' 4'-5' ® Z O LIVING 1X6 pSU5FLOOR GWB GWB e'-0' O PELLA DSGSF 3182 V-0 5/5' 6'-51/2` 11/8' FRENCH SLIDING DOOR FIXED OE � DCCCM 4F/53 2'-5314° 4'-5 3/4' 2'-6- 4'-5' PORCH IX6 GWB T4G VAULTED O PELLA DSCSF IDS82 V-11 1/4' 6'-S 1/2" 11/5' FRENCH SLIDING DOOR O O BLANK M 10 PELLA DSGSF 3182 3'-0 5/B 6'-S 1/2' 11/8, FRENCH SLIDING DOOR FIXED OE O BLANK CI) BDRM 1X6 GWB GWB B'-0' II PELLA DSGSF 11182 '3'-B I/B" 6'-9 1/2' 1 1/5' FRENCH SLIDING DOOR N ® CMW25 4'-10 3/4' 2'-5 3/4' 4'-I0' 2'-5' 1/2 ROUND BATH 2 IX6 GWB GWB e'-0' 12 PELLA D9C9F 1281 5'-II I/4' 6'-e /B' 1/B' FRENCH SLIDING DOOR O3: DCCCM 3523 V-S 3/4' I'-113/4' 5'-S' 1'-11' FACTORY MULLED UNIT (�HALL IX6 GWB GWB 8'-0' 13 MORGAN 6 -0' 6'-8' 13/8' BIFOLD, MOLDED 4 TEXTURED O W/MATCHING SIDELITES ® DCCCM 3535 ABOVE V-11 3/4' V-11 3/4' 2'-II' 2'-11, til 0.0BDRM 2 IX6 GUM GWB VAULTED 14 MORGAN 7-6' 6'-8' 13/8' SOO, TEXTURED 4 MOLDED © DCCCM 2941 2'-5 3/4' V-11314' T-5' 3'-II' O C M67 BDRM IX6 SUB FLOOR GWB BEADBOARD VAULTED 15 MORGAN 2'-6' 6'-5' 1315, 500, TEXTURED 4 MOLDED O DCCCM 2135 I'-9 3/4' T-II 3/4' 1'-9• V-II' MSTR BATH IX6 SUB FLOOR GWB 4 TILE GWB Q e'-0' 16 MORGAN 2'-6' 6'-e' 1316, 500, TEXTURED 4 MOLDED © SPc=HSF 6035 5'-0' 3'-1 11 4'-II 1/4' 3'-6 1/8' STRAIGHT SIDE 35': 'SUNBURST' MUNTIN m Il MORGAN 6'-0' 6'-e' 13/5' BIFOLD, MOLDED < TEXTURED G DCCCM 2153 I'-9 3/4' 4'-5 3/4' I'-9' 4'-5' CONST. DOC. 18 MORGAN 5'-0' 6'-5' 13/8, BIFOLD, MOLDED 4 TEXTURED OC ® DCCCM 3535 2'- II 3/4' 2'- II 3/4' 21- 11, 21- 11, PHASE 19 MORGAN 2'-6' 6'-5' 13/5, 500, TEXTURED 4 MOLDED B W/ PRIVACY LOCK 1j�� /A� ILAN; 7 {,� NOTE: O O FRMG 0 MORGAN 2'-&' 6'-e' 13/8' Smm, TEXTURED 4 MOLDED B k 7-1 Ff Q INSTALL CONCRETEBOARD IN SHOWER 4 TUB LOCATIONS 21 MORGAN T-6' 6'-e' 13/8, 500, TEXTURED 4 MOLDED O Q INSTALL HARDWOOD FLOORING OVER ISO FELT PAPER ON PLYWOOD 22 PELLA DSCSF 4'-11 1/4' 6'-51/5' 11/8' FRENCH SLIDING DOOR O NOTE: I. ALL WINDOWS BY PELLA DESIGNER SERIES PELLA DSGSF 3'-0 5/e 6'-e 1/8' 1/8' FRENCH SLIDING DOOR FIXED OE UNLESS NOTED OTHERWISE. SCALE: AS NOTED T'IE '5 REVISIONS: E:1 El ❑ ❑ ❑ ❑ a DATE: 30 JUNE 1998 E E D E DRAWING TYPE ® TYPE © TYPE © TYPE OD TYPE TYPE 0 TYPE OH _ TYPE O FIXED /14 G OF 10 LOW PROFILE CONTINUOUS RIDGE VENT W/ SHINGLED CAP PROPER VENT STRIP PROPER VENT STRIP 12 2X12 RIDGE BOARD R FIBEGLA55 INSULATION 12 INSULATION STOP INSULATION STOP 2X12 RAFTERS o 16' O/C AIR AIR 12 12 / 12 12 VAPOR BARRIER 2X12 RAFTERS a 2'-0" O/C FIBER3LA55 INSULATION 2X12 RAFTERS Q 2'-0' O/C 1/2' GWB CEILING LINDA KENNETT ASPHALT SHINGLES ASPHALT SHINGLES /I DESIGN ASSOCIATES 1x4 STRAPPING s I'-4" O/C IS"FELT PAPER 2X8'5 p 1'-4' O/C 15"FELT PAPER �gED ARO 5/8' EXTERIOR 5/8' EXTERIOR a,PP kE4.y�T PLYWOOD ' PLYWOOD ,to"' '1p F X4 STRAPPING m I'-4' O/C 2 2 2 2 2 2 I'6' 1/2" GWB CEILING 116' DOUBLE TOP PLATE DOUBLE TOP PLATEk � 021291 � DRIP EDGE 1/2' GWB DRIP EDGE 1/2' GLIB 9rF OF NO' �D IX5 TRIM AIR BROSCO 8410 TRIM IX5 TRIM AIR BROSCO 8410 TRIM HEADER HEADER POST OFFICE BOX 184 CONTINUOUS 12 12 12 CONTINUOUS 12 12 12 SCREEN SOFFIT VENT 5/4' X 6' TRIM SCREEN SOFFIT 5/4' X 6' TRIM � PUTNEY, VERMONT m534v 1/2' PLYWOOD SOFFIT 08" PLYWOOD SOFFIT VENT rYII�I/ AL DET� IL 002 2E,4. 4011 A- I SCALE: 3/4' - I'-0' 1X6 TRIM 1X6 TRIM 6'-e• WINDOW FINISH HEAD 6'-8' WINDOW FINISH HEAD 2.1 TYPICAL SAVE TRIM DET,41L 2-2 T`I'PICAL FEAVE TRIM DETAIL {I- _5 5CALE: 11/2' - I'-0' SCALE: 11/2' 1'-0" I II� IX6 BASE TRIM 2I--N--N 11— 3/4' TIG SUBFLOOR INFILTRATION BARRIER 2 6 EXTERIOR WALL AT MASTER BEDROOM (TYVEK OR EQUAL) 2 75TRAPPING 2X12 RUN MEMBRANE UP SHEATHING FRAMING PER MANUFACTURER'S RECOMMENDATION 1/2' EXTERIOR PLYWOOD 5/4' DECKING 6' FIBERGLASS IN8UL 2X4 P.T. SLEEPER 125 DOUBLE PLATE TYP. UNDER DOORS 22 1 23. VINYL CLAPBOARD SIDING 2 6 NOTE; 3X3' CONTINUOUS WOOD CANT STRIP 1 1/2' 4' TO WEATHER- 2 6 1. INSTALLATION OF ALL MATERIALS IN THE EXTERIOR WALL, BASEMENT 9 ROOF ASSEMBLIES INCLUDING INFILTRATION BARRIER, INSULATION 4 VAPOR BARRIER, �--- 6' C/C SHALL BE COORDINATED TO ACHIEVE A COMPLETLEY INSULATED 'ENVELOPE"WITH AN UNBROKEN VAPOR BARRIER AT ITS INNER FACE. THE VAPOR BARRIER POLYGLA55 ROLL ROOFING MEMBRANE SHALL BE LAPPED e' AT JOINTS AND TAPED AT OPENINGS, 2. ASPHALT 5HINGLE5 SHALL BE AT LEAST 235 L5/50UARE, WITH 12' TABS, 5' EXPOSURE. 2 12 F 3 TYPICAL EXTERIOR LALL/FLOOR DETAIL -I LAS I SUL n0/ 1/2' GWB 2X6 STUDS p 2'-0" O/C X6 BASE TRIM BOLTED TO FLANGE BLOCKING UNDER COLUMNS 4 \ 1 /. 51i2' FIBERGLASS INSUL 3/4' T9 G PLYWOOD SUBFLOOR WI0X26 BEAM 118 RAPPING p 1'-4' OIC 2 NZ Z_ INFILTRATION BARRIER 2X12 JOISTS 0 16" O/C JOIST HANGER 1/2" GWB 4 II ® A 12' EXT. PLYWOOD a VAPOR BARRIER LL 2X12 RIM JOIST SEE; 1FOR SIMILAR TRIM DETAIL z � INSULATE BOX SILL may' NO SCREEN VENT REQUIRED 2X8 P.T. SILL PLATE Lu Z n II II II 1/2' X O' LONG ANCHOR p p iF-N--N O (�!. iY- BOLTS o 6'-0' O/C (MINIMUM 2'-0' FROM CORNERS) Q GRADE d 12' M "'- • 53000PRETEWALL: a (2) W, BAR TmP9BmTT°" SECTION DETAIL TNRU MASTER BEDROOM DECK CONST. DOC, 3000 SI COMPRESSIVE STRENGTH AT 28 DAYS ❑ SCALE: 11/2" = I'-0' DAMPPROOFINC 2' RIGID INSULATION 4' DIA. PERFORATED DRAIN IN 4' CONCRETE SLAB W/ 6X6 CRUSHED STONE W 1.4 X W 1.4 MESH SCALE: 1/4' = I'-m' FILTER FABRIC %� '�cl ° 00 4 REVISIONS: O a /0000000 p • • 0 00 OOOOo a 0 000 O o0 ° O 00 00 000 o Oo a 000 0 0 0 °OOoo00 0000 0p0 Q , O O 00 00 00 00 0o a o 0 00000° p o o DATE; \ 00 0 O O O 0 00 0 30 JUNE 1998 6 MIL. POLY VAPOR BARRIER DRAU11NCz (2) "6 BA I'-0' DEEP GRAVEL BASE COMPACTED TO 95 e TYPICAL FOLNDATION ILALL DETAIL A �_� SCALE: 1 12' = 1'-0' 7 OF 10 LASHING,!SIDES,TYP. VINYL-CLAD LOUVER SCREEN,TYP. ® ® ALVANIZED ALIA'IINIIM VALUES,TYP. CONTINUOUS RIDGE VENT (TYP.) VENT STACK—► 1712��\ f— FIBERGLASS BASED DHINGLES B � /� 3 TAHEAVY DUTY (TYPICAL) I2712 \ OUTLINE OF ICE 4 LUATF�R BARRIER TO BE I � \�'. i \ INSTALLED AT ALL/EAVES AND VALLEY ® LOCATIONS (TYP LINDA KENNETT IX6 TRIM , � I i ,' `�� I DE51GN ASSOCIATES IX4 TRIM,' �� ! @\ ! `� � <F'aED ARCA'i METAL DRIP `�\ G�9 oPpsev apM1,HE r� EDGE (TYPICAL) J s �q), 0212<T AOP GALVANIZED FEEP OF NE" DRIP CAP (TTP) j ® 83 POST OFFICE BOX 184 ! I PUTNEY, VERMONT 05346 FLOOR LINE FLASH 1 COUNTEWLASH (TYPICAL) j ® 502 2544011 (TYPICAL)� - - - - - - IX6 CORNE (TYPICAL) - - - J IX6 TRIM 4' EXPOSED VINYL SIDING (TYPICAL) E071 z ® ® ® TYPICq H RAILING 9 17 — o PT STEPS 1 PORCH DECK APPROXIMATE GRADE (TYPICAL) / I � - - - - - - - � — - -I, r -- - - - - - - -- - - - - - - ---- - Add- jL L __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ — �. —— — — —— — — — — LINE OF FOOTING BELOW (TYP.) 1 z UJEST ELEVA70N 2 �OU��4 ELEVATION ��- -�p SCALE I/4' = I'-O' 11 — �p SCALE I/4' = I'-0' G--4 11 � CONTINUOUS RIDGE VENT (TTP.) 11 I 12 ! IZ / LH IZ LuZ ! IL � Ll -- - -- - --- -- - - - - - - -- - -- - -- ---- --- - --- - ---"-'- - _- —,-,_.--ti.-_._-_._.-..- -_.---._--.-..-_._,1 s ® T CONST. DOC. P 14ASE I Elm - - - -- - - - - - - - - - -- --- SCALE: 114' . 1'-0" II ® T7 LL —1 ® TYP ® ® REVISIONS: DATE: 30 JUNE 11I I I I I TI- - - - - ----- -- - - -- --i - -- - - - - - - - - - - - - - - - -- -- NORTH ELEV,47IONDRALUING I --J L-- - - - - - - L _ — L --- -- - - -\ � — �p SCALE I/4' = I'-m' 1 E A IST ELEVATION LINE OF FOOTING BELOW (TYP.) _ J _ - - - _ — _— _ — _ -- _ — __--_ _ — _ - - -__ — _ _ — _ _ — —__ _ .- - - - - - - -- -- - - - --- --- - - L — _ - - - � — rp SCALE I/4' = I'-0' �- - - - - - - - - - - - - - - - - - -- - - - - - �_ —_ _ _ _ - -- -- - - __—_ __ — _ — � 5 OF 10 BROSCO *15410 ON 5/4 x !o, TYP. 39" U. 12" U. 1X4 TYPICAL BUILT-IN SEAT W/ O LIFT TOP FOR STORAGE BELOW G LINDA KENNETT DESIGN ASSOCIATES ,ED ARCS"/ 5 RpPP kE � � =aP NNeA C` - 7 4A r 021241 O� lx BASE,TYP. 39" B. 30" STOVE 30" B.C. 42 V.S.B. 9rF OF NE141 ' POST OFFICE BOX 164 39" U. 27" U. 15, U. lail U. 15" PUTNEY, VERMONT 05346 U. 802 254 4511 F 7 L<� m O IIII�IIII II 1.B 2 g C 36" B.G. 21" B. 21" B. 33" B. D.W. 21" B. 30' B. � 60" V.S.B. 36" V.S.B. 39" x 24"d U. 2 1 x 12" x 3'-C" SHELVES 14) ZDINIKG ROOM BEYOND C) V Z CLAW-FOOT TUB Liz LU � z 11J n - � IS" B. 18" B. � 1 ELE VAT I ONS : < I TGNEN ° c � CONST. DOG. PHASE ❑ ❑ ❑ ❑ ❑ ❑ SCALE: 1/2" z 15 2 O REVISIONS: DATE: 2 77 3-D D 30 JUNE 1998 DRAWING 2 ELEVATION& 54T14 1 � ELEVATION& 54TH 2 � ELEVS . 1-15T. 54T�4 _ '3 OF 10 I c y BATH II 1�/ - - — - -—- - PANELI _ - lip — E / UP _ \ DRESSINCx \ A 4 T \ LIG #\ h \ LINDA KENNETT BEDROOM I MST BEDROOM DESIGN ASSOCIATES NTR'LY i/ u \ RED ARCH r VIN � o o \\ 1 , / \\\ /// // CHGFI -- 1 OF NE ` - - - - � - - DN POST OFFICE BOX 184 -- - - -- - - - - - -- - - Z'FAN - _ _ _ , _ PUTNEY, VERMONT 05346 NOTE: PROVIDE CONNECTIONS FOR FURNACE, HOT WATER, D I! / - - � BATH 2 // DOWN o ' 802 254 4811 AND RELATED ITEMS IN BASEMENT, PER DIRECTION OF OWNER ! / /-- ` / IFAN G NGF / / / �\ CLAWFOOT TUB HALL J LIG T I GF \fjl I GFI - - - - - i ` — (H / !HARDWIRE) 1 i / III II II CENTER �— \ ISLAND I CHANDELIER / 1 \\ CHII GITCHEN/DININCz / BEDROOM 2 !, I OHGFI \ __ — HARDWIRE HOOD � GFI I I I — NZ I 1 I I F ORGH II I I I \ / I �=D \�- -- - - - - -- - --�/ Lk Z LU 54SEMENT FLAN FLAN z = - 1 SCALE: 1/4" = r-0° - 1 8cfi4LE: 1/411 = r-0° - 1J� SCALE: 1/4" I'-0" 0 Q3 F =3� u GENEF,AL NOTES; KAY CONST. Doc. PHASE I. ALL WORK TO BE IN ACCORDANCE WITH NATIONAL 4 LOCAL ELECTRICAL CODE. ELECTRICAL 2 LAYOUT SHOWN FOR REFERENCE ONLY, UPDATE PER CODE REQUIREMENTS. REVIEW � DUPLEX OUTLET SWITCH ALL CHANGES W/ ARCHITECT 4 OWNER ¢� �CNGFI COUNTER HEIGHT GROUND FAULT INTERRUPTER OUTLET T' 3 WAY SWITCH 3. SUBMIT CUT SHEETS ON MIXTURES FOR ARCHITECT 4 OWNERS REVIEW ¢, 4. CONTRACTOR SHALL INCLUDE WIRING FOR STEREO, WITH LOCATIONS SPECIFIED BY OWNER Z I GROUND FAULT INTERRUPTER OUTLET T4 4 WAY SWITCH SCALE: I/4' = I'-0" 5. CABLE 4 TELEPHONE JACK LOCATIONS TO BE VERIFIED BY OWNER =0a 220V OUTLET �§`— CEILING FAN W/ LIGHT REV151ON$: T �D 0 TELEPHONE JACK yn� C GABLE JACK IDB DOORBELL G THERMO THESTIOSTAT ®--� WALL MOUNTED FIkTURE DATE: 30 JUNE 1998 CEILING MOUNTED FIXTURE DRAL11NG UNDER CABINET FLOURESCENT STRIP FLOURESCENT OVERHEAD FIXTURE 10 OF 10