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HomeMy WebLinkAbout27339-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28902 Date: 09/30/02 THIS CERTIFIES that the building NEW DWELLING Location of Property: MUNNATAWKET AVE FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 6 Block 3 Lot 8 .2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 12, 2001 pursuant to which Building Permit No. 27339-Z dated MAY 31, 2001 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, DECK & PORCH AS APPLIED FOR & AS PER ZBA #4873 . The certificate is issued to PETER & MEREDITH P RUGG (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0032 08/05/02 ELECTRICAL CERTIFICATE NO. PENDING 08/09/02 PLUMBERS CERTIFICATION DATED 08/09/02 EMERY PLUMBING ',�AhorizeA Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28903 Date: 09/30/02 THIS CERTIFIES that the building ACCESSORY Location of Property: MUNNATAWKET AVE FISHERS ISLAND (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 6 Block 3 Lot 8.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 12, 2001 pursuant to which Building Permit No. 27339-Z dated MAY 31, 2001 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 ACCESSORY GARAGE AS APPLIED FOR & AS PER CONDITIONS OF ZBA ##4873 . The certificate is issued to PETER & MEREDITH P RUGG of the aforesaid building. (OWNER) SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PENDING 08/09/02 PLUMBERS CERTIFICATION DATED N/A o ed Si nature 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. 27339 Z Date MAY 31, 2001 Permission is hereby granted to : PETER & MEREDITH P RUGG NEW YORK,NY 10021 for . CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH ACCESSORY GARAGE AS APPLIED FOR MAINTAINING PROPER HEIGHT, 2 STORIES & ZBA CONDITIONS 2-COTS at premises located at MUNNATAWKET AVE FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0003 Lot No. 008 . 002 pursuant to application dated FEBRUARY 12 , 2001 and approved by the Building Inspector. Fee $ 1, 394 . 60 Authoriz Signa re ORIGINAL Rev. 2/19/98 0,9; 043 co178 811'U9 F I I ITILI7` CO r Form No. G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ;._..� 755-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application trust be filled in by typewriter OR ink and submitted to the huilding Inspector with the following: for new building or new use: 1. Final survey of property with accurate location of :all building-, ::o1:Nrty 11nes, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supplii and sewera3e-disposa1(S-9 form) ' 3. Approval of electrical installation from Board of Vire Underwriters. 4. Sworn Statement from plumber certifying that the solder used in system contains less than 2/10 of 1° lead. Commercial 'building, industrial building, multiple r_asidences and similar buildinx and installations, a certificate of Code Comiiliance. from architect or er.�;ineer responsible for thee building. b. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings ank "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Busir_ecasea $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - .25t 4. Updated Certificate of Occupancy - $50.00 5, Temporary Certificate of Occupancy - Residential $$j155.000, Commercial $15,00 Date . . . . .Y. ✓• . J. 0. . . . . . . . . . . . . . . . New Construction. . , , , Old Or Pre-existBuilding. . . . . . . . . . . . . . . . . Location of Property. . . . . . . . . . .. . . . .... . . . .. .U,Oack—tawkc.l . . . . . . . . . . . . . . . . . . . . . House ,N�:oo..� Street Hamlet Onwer or Owners of Property./1.. , . , , ,1 !,1 . . . . . . . ..1/ . . . . . . . . . . . . . . . . . . County Tax Map No 1000, Section. 100b . . . .Block,� Jt,. 3 . . . . .Lo�t`.. ..C)(1. '. Subdivision. . . . . . . . . . . . . . . . . . . . . . . . . . . . . //'0.Filed Map. . . . . . . . . . . .Lot. . 1n � /�.. Permit No. .Q� � z.Date Of Permit ,5/-3[ Q. . . .Appiicant. '%. � Health Dept. Approval, , , , , , , , , , , , , , , , , ,, , ,, , , , ,Underwriters Approval. . . . . . . _ . . . . . . . . . . . , , Planning Board Approval. . . . . . . . . . .. . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . ✓ . . . . . . Fee Submitted: $. . . ... . . . . . . . . . . .. . . . . . . . . . . . . . . . . APPLICANT' 6 is 0 2 133!13;'2002 09: 00 6317987109 F I UTILITY CU PAGE J2, Form No. 6 --- TOWN OF SOUTHOLD BUILDING DEPARTMENT 111 TOWN HALL r �' 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building Inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, Property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) , 3• Approval of electrical installation from Board of FI re Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/.10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar building and installations, a certificate of Code Conlpl.iance. from architect or engineer responsible for the building, 6. Submit Planning Board Approval of completed site plan requirements, b, For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings an( "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1 . Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimwing pool $25.00, Accessory building $25,00, Additions to accessory building $25.00. Busineases $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - .2ft 4 • Updated Certificate of Occupancy - $50.00 5, Temporary Certificate of Occupancy - Residential $$j15.00, Commercial $1.5.00 Date O New Construction.. . . . Old Or Pre-existi� Building. . Location of Property. ... . . . . . .. .. . ... . . .. ..F••.�FIiJ.� t�a.�. . . . . . . . . . . . .. . . House ,Noo1.,+. ,..rte n Street p ' Hamlet Onwer or Owners of Property.11..-.1�, !''. ,f, , ,m1�- � . . . ..XA1�. . . . . . . . .. . . . . . . County Tax Map No 1000, Section, l.✓0.b. . . . .Block.O(IM,03 . . . . .Lot. .C)Q. :.C!ti> Subdivision. . . ..]. . . , . . . . . .Filed Map.. .Lot... ��/ Permit No. .(,� ,( � z.Date Of Permit, ,Applicant. �?t-I, b (,CL-:16 Health Dept. Approval, , , , , , , , „ __ :„ ,_ , _ , .Underwriters Approval.. . . . . . . .. . . . . . . . . . . . . . Planning Board Approval. . . . . .. . . . .. . . . . . ... .. . . / Request for: Temporary Certificate. . . . . . .. .. . Final Certieate. . . . ./. . . . . Fee Submitted: $. . . . .. . . . .. . . . . . .. . . . . . . . . . . •� APPLICANT. . . . . . . . . . . . . . . . . . . . . ©\sit bas 0 :2 C0 Z x8-103 TEL. 765-1802 FULA- TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR A P.O. BOX 728 9i TOWN HALL SOUTHOLD,N.Y. 11971 C E R T I F I C A T I O N Date �) tiI .1. Building Permit No. c,( J� z Owner' (please print) Plumber C�1�Qyu (plea print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VERONICA HAMILTCjj"""""w""�w NO-' -Y PUBLIC =')F NEW YOpj( A6067785 -io=IED IN SUFFOLK COUNTY TERM EXPIRE$... /a /5106 (p umb r ' signature) Sworn to before me this �2 day of U q114W 64r1j)j Not r? Public Notary Public, County O LPLPL �cnr�T3r�l�l�l�l�nrJcnrJ@PrJ�r�r�r�rJ�IcP�l�l�ncnr�rJ�rJ�rJ�rJ�rJ�r��Pr��lcldn rrJrJ��nr�cn�PcI n�nrJ�rJ rJ�2 QrL3 rrJ�rJ�rJ�cnrJ[3o 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 C5 40 FULTON STREET — NEW YORK NY 10038 5 CERTIFIES THAT 5 Upon the application of Upon premises owned by 5 WALSH SERVICE PETER RUGG 5 P.O. BOX 325 FISHERS ISLAND 5 CCC7775 FISHERS ISLAND, NY 06390, FISHERS ISLAND, NY 06390 5 Located at FISHERS ISLAND FISHERS ISLAND, NY 06390 5 7c Application Number: 1139272 Certificate Number: 1139272 5 Section: Block: Lot: Building Permit: BDC: NS11 e5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of c� 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Third Floor,Attached Garage,Detached Garage, Outside,Attic, 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 5 found to be in compliance therewith on the 2nd Day of June,2003. S 5 Name $QTY Rate Ratine Circuit Type 5 5 Miscellaneous 5 10 FT.MULTI OUTLET 5 FINALED 5/30/03 5 Ij ROGER RICHERT rj 5 Alarm and Emergency Equipment 5 5 Transfer Switch 1 5 Appliances and Accessories 5 5 Oven 1 6 KW 5 55 Dish Washer 1 1 KW 5 5 Exhaust Fan 4 F.H.P. 5 fj Furnace 1 F.H.P. 5 5 Pool/Spa Circulator Pump/Motor 1 H.P. 5 5 Disposal 1 1 H.P. 5 Panels 5 5 1 100 13 5 5 1 60 4 5 5 Wiring and Devices Seal C, 5 Outlet 119 Fixture 5 5 Continued on Next Page 1 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S SO rJrJ�rJrJ�rJ@JrJ�r1 ar�rSrJrJcP�Pr PrJcPr frJrnrJrJrJrJrJrJrJ�rJ�rJrJrJ�r�rJ�fcPcPrJ orSIff PrlrJOPLI'artRIVE- JVEPrJrJrJE-PU RIUM rJ'r91 L3PL lr PL d.PrPrr'rJ�rJr�rJrJrJrJrJ�PrJ�PcPrJ@PrJ�rJrJ�PrJrJrJrJrJrJrJr�cJ�rJ arJrJ�PrJ�rJrJrJ�rP�P�P�PrJ��PrJ�rPcPrJrlrJrJ�rJ�r>�rJrJrJrJRP eO 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY �5 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned byWALSH 5 5 ICE PETER GG P.O. BOX 325 FISHERS ISLAND e5 5 FISHERS ISLAND, NY 06390, FISHERS ISLAND, NY 06390 5 Located at FISHERS ISLAND FISHERS ISLAND, NY 06390 5 5 Application Number: 1139272 Certificate Number: 1139272 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Third Floor,Attached Garage, Detached Garage, Outside,Attic, 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 5 found to be in compliance therewith on the 2nd Day of June,2003. 5 5 Name QTY Rate Rating Circuit Type P5 5 Receptacle 109 General Purpose 5 5 Switch 107 General Purpose 5 5 Fixture 96 Incandescent 5 5 Fixture 23 Fluorescent D] Receptacle 16 GFCI �5 5 Paddle Fan 9 5 5 Receptacle 1 20 AMP Special 5 5 Receptacle 1 30 AMP Special rj Lighting track 30 rj 5 Service 5 5 I Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 CB 5 Meters: 1 5 5 5 seat 5�5 5 5 5 2 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. LrL3r3PLr3Mr[ r��P�PrJ�rJ�r�r�rJrJrJ acnrJ�rP�P�PrJ��Pr PrJ�r�rrrJ�rJ�rJ�rJ�cPcP�n�nrJ��P�PrJ�rJ�rJ��P�P�PrJ�rJ�r:11,M1 JLLPL3rL3rJ�LPLPLr PLPLPcPrPr3r o ec 17 00 09: 26p Peter Rug6 212 734 2926 p. 2 APPEALS BOARD MEMBERS JAM.4,CO Southold Town Hall Gerard P. Ghringcr,Chairman #Q. 53095 Main Road ce James Dir,izio,Jr. I P.O.Box 1179 *i Southold,New York 119%1 Lydia A.Tortora 4� a� ZBA Fax(631)765-9064 Lora S. Collins Of �� Telephone(631)765 1809 George Horning BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 7, 2000 Appl. No. 4873—PETER and MEREDITH P. RUGG PARCEL: 6-3.8.2 STREET& LOCALITY: Munnatawket Avenue,Fishers Island DATE OF PUBLIC HEARING: November 16,2000 FINDINGS OF FACT PROPERTY FAC 1 SIDESCRIPTION: The subject property is a vacant parcel of 85,640+- sq. ft. measuring 312.91 feet along Munnatawket Avenue on the southwest, as shown on the survey map prepared by Charxiler, Palmer & King dated May 12, 2000, revised 11/8/00. A right-of-way exists over the northerly proptirty line, extending from Munnatawket Avenue to Lot #1A on the 'Minor Subdivision Plan — Property of Edith Dillon Edson, Central Avenue, Fishers Island, New York" dated December 11, 1992, additions and revisions to July 26, 1995." The applicant's parcel is referred to as Lot#2 on this Edson Minor Subd vision Plan. BASIS OF APR iL. The Building Inspector issued a Notice of Disapproval on September 13, 2000, stating that the application for a building permit is disapproved on the following grounds: (a) an accessory building is proposed in a front yard location,and (b) a garage addition is proposed with a front yard setback at less than 60 feet from the edge of right-of-way. RELIEF REQUESTED BY APPLICANT: By a preliminary site plan map dated May 12, 2000, updated 11/6/00, received 11/14/00, applicant proposes to locate: (1) an accessory boat storage building at 50 feet from Munnatawket Avenue (southwest property fine), 45 feet from the northerly (Oakes) property line, and 20 feet from the inside edge of the northerly right-of-way, and: (2) a garage addition at 105+- feet from the north property line(along Oakes to the north) and 44 feet from an existing right-of-way line is also proposed id the north end of a proposed three-bedroom residence. REASONS FOR 1330ARD ACTION and RESOLUTION/ACTION: On the basis of the testimony presented and personal inspection,the Board made the following findings: 1. (a) The granting of the area variance to locate an accessory building in a front yard area will not produce an undesirable change in the character of the neighborhood or be a detriment to nearby properties. Thi:i accessory building will be a minimum of 50 feet from the edge of the street (Munnatawket Avenue). An evergreen hedgerow will be planted along this side of the building to screen it from the street v ew. (b) The granting of the area variance to locate a garage addition with a reduced distance to the edge of the private right-ofimy, will not produce an undesirable change in the character of the neighborhood or be a detriment to nearby properties. This building will have one front yard setback of 155+- feet from Munnatawket Avenue, and the other yard setback will be 44+- feet the edge of the unpaved portlon of a dead-end private road as the proposed access to the applicants' driveway. The applicant will share the right-of-way with two(2) immediate residences. The ZBA finds that the proposed setbacks from this right-of-way are the mWmum necessary and adequate,given the dead end nature and private status of the right-of-way, after considering the interpretation under a similar Appl. No. 4836 (Koch) coneemtlg front yard setbacks from streets. 2. The '3enefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue other than area variances. The topography of the property contains a very steep Dec 17 00 09: 26p Peter Rush 212 734 2926 , p. 3 page 2—December 7120M Apel- No.4873—P. and M.Rugg 1000-8-3-13-2(Firs Island) It southern Mope, preverffing Phnom"d the garage addition(pdndpal buang)any farther from the right- a-vay. Also, the sloping terrain of the property also provenes the pleoement of the Proposed acCesW7 buuding in a requimi roar yard area. 3. The Mit entad area variances are substantial. The proposed placement of the acxessory buriding is within a front yard Sr", rather than anode-raqulrod roar yard W-aWn. Wrth f- a y to the garage addition to the dwelling (principal building),the rioaest setback to the priv3l0 right of vrais oris "I"at its closest poird. 4. The P013099d variances will not have an adverse effect or impact on the physical or envkunmetdai c>ongdons in the"Voorhood or district, The addition to the dwelling and one accessory buildhg in this resiiential dlatrid wiM not altar Me drerecder of the residerplsl neighborhood. 5. The silwrtirm has not been self-created- B99et UT1ON: on motion by Member HoMAg,seconded by Member Tortora. It was gQLVE13,to GRANT allernall"MW for an socassory storage bonding in a front yard location, and to GRANT the location of the proposed addipor+ to the e>dstinti dwe8irg, subject to the foNovA g Conditions bwjMV wM1 be located at a minimum distance from Munruda*st 1. The popoaed are y Avenue Of W teat and at a maximum Of 15 feet from the private right-of-way to the north at its closest point. 2. Proposed accessory building wig be shielded from dirad view of M nnstawW AvervAe by the phinti"rg of an evergreen hedgerow cidjaeert to. and the full length of that side of the twifdhte facinU the street. 3. Proposed accessory building shah confrxm to all other provisions of the Town of Southold relating k,accxasM buil4l"and ec OOKA"uses. VOTE OF THE BOARD_ AYES: Members Goehringer (Chairman), Tortora, Collins, and Homing. (Member Diniziu was absent.) This Resolution was duly adopted(4-0). EERAR13 P.GOEHRINGER,OHAIR bruce m. hampton, architect 15 stow rd. harvard.ma. 01451 978.45 May 18, 2001 Michael Verity Office of Building Inspector } Southold Building Department P.O. Box 1179 MAY 2 12001 ! Southold.NY 11971 Ph(631)765-1802 ;z-r - Fax(631) 765-1823 Michael Verity, Enclosed are the Area and Height calculations you have asked for regarding the Rugg Residence on Fishers Island, NY Acorn Job#2781. 1. The Belvedere"tower" floor are is to be considered a Mezzanine level,being less than 1/3 the area of floor it is open to below(Br#3,Reading,& Hall). The opening in the Belvedere level actually has direct sight lines to the stair and living room below, but are not included in this calculation. Belvedere level is 10'x 10' = 100 sq ft Stair area is (-) 13 sq ft Actual area is 87 sq ft Bedroom floor area is 160 sq ft Reading and hall area is 168 sq ft Total area below Belvedere 328 sq ft 87sgft/328sgft=27% 2. The average height of the entry level floor must be less than 7' above finished grade. The perimeter of the entry level floor is 258 If. Hgt Length Area 10.5' 29' 305 sq ft 5' 1' 5 sq ft 2.5' 30' 75 sq ft 10.5' 76' 798 sq ft 8' 4' 32 sq ft 10.5' 22' 231 sq ft 8.5' 8' 68 sq ft 2' 20' 40 sq ft 2' 50' 100 sq ft Total wall area 1654 sq ft 1654 sq ft/258 if=6.4' average entry level hgt above finished grade 3. The building hgt above natural grade to the mean hgt of the "tower"gable must not be greater than 35'. The average mean hgt of the "tower gable is el. 78.99' The average existing grade of 23 points around the perimeter of the building is el. 44.09' (see attached drawing) El. 78.99' —el. 44.07' =34.92' hgt of budding above average grade. Call if you ave furthe q stions, D ARC Bruce M. Ham t n, AIA * m (P 0,23453 Q� 9TFOF NE`NyQ 4 n� Irk' r r '.+■rte � .�■■�■� O Jam■� �' 1 - --. n SOON IN umnmmeamr�.■n=i■■�■■■■r ■ 0 ■ s■su,a a�arawc r■tl�S/ a.wt ■ ■a■■■unn�s�a - � ■■ 0wxoo u■�s ll� �w ■ �3I1 ®r�ws■uRrs- dmm 199 / �j���� ' awns■ � -- w'.mr ism tvmnmmh� mei rieItswom s MAY 17 ' 01 (-',Tu) 09:02 DECKHOUSE INC ' 5082669565 PAGE 4/4 PROPOSED BURIED-, C /' \ \ ) ` UTILITIES 2%TA-10 16 \SENCH MARK SPIKE SEI ELEV. 49.03- GARAGE 47 —50 Wop 60, CHERRY V) 12" MAPLE • 401 1p 4-7 RROPO . ..... 6*,CHERRY • PORCH. 1450 EP�IC -.-Pff6posEo 0 :4745 4 BEDROOM ♦RESIDENCE +7. ES B" CHERRY FF ELEY.=49.047 44 4AS `YJ j+ DECK H . j. __ _PROPERRY OSED GARAGE., 40.5 40 44 C 4557 ryw EWE OF CLEARED47 AREA 4 9-S 44.5 PROPOSED f0AWNG WALL 4 I C713.1F FROM JmO CCNSULTIN5 PHONE NO. : 653 0607 Jan. 24 2001 10:420M P02 New York State Department of Environmental Conservation AM of Enviror mental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790.2356 V Phone: (631) 444-0366 FAX: (631)444-0360 John P.Cahill Letter of Non-Jurisdiglion -Freshwater Wetlands Act commissioner 4' Peter & Meredith Rugg January 18, 2001 176 East 71" Street NY, NY 10021 Re: Application #1-41-738-02773100001 - Dear Peter& Mereclith Rugg: Based on the information you have submitted, the New York State Department of Environmental Corn>ervation has determined that: Your proposed proj act to construct a single family dwelling, septic system and accessory structures at the ROW off Munnatawket Avenue Fishers Island SCTM#1000- 006.00-03.00-008.002, as shown on the plan prepared by Richard Strouse last revised 11/06/00, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any additional work, or modification to the project as described, may require authorization by this Department. Plew.e 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. in rely John Wiela Permit Administrator cc: G. Just/JMO Consulting BOH file Albert J. Krupski, PresidentO�O$UFfO��C Town Hall James King,Vice-President h.� Orjy 53095 Route 25 Henry Smith c P.O.Box 1179 Artie Foster vs y Southold,New York 11971-0959 Ken Poliwoda 5 Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 3, 2000 Mr. Glenn E. Just J.M.O. Environmental Consulting Services 12.1 Jessup Ave. , 2nd Floor P.O. Box 447 Quogue, NY 11959-0447 RE: R.O.W. off of Munnatuwket Ave. , FI SCTM#6-3-8 .2 Dear Mr. Just: The Southold Town Board of Trustees reviewed the site plan dated' Mal 12, 2000 and last revised August 9 , 2000, and determined the construction of a single family dwelling, associated sanitary system, driveway, garage, decking and porch, Lo be out of the Shetland jurisdiction, under Chapter 97 of t1AG Town Wetland Code. However, any activity within 100 ' of the Wetland line would require a permit from this office. This determination is not a determination from, any other agency. If you have any further questions, please do not hesitate to call . Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK/lms I3 I I I G I'EI M� I T I�I jAjI EW ��I I S'j' Applicant/ Date Owners Name I Z- 4L #IReviewed. Architect/ Date Engineer. 464::�eSubmitted: 2-4al/1y SCTM N District 1,000 Section —,:� Block Lot 45, Project '/%` " ( . Sub ivision Location 1C Sin-le S,- separate Required certification -(Yes NNol Kcy. �� 9%5, �' Rey. ����/j Lonmg Distncl II" size. -G Oyd!900 Actual. {./ � w I,ot coverage oo 7' I � ''1 ��� ( IU xrs�'d Rey. / / Rey W Rey (Prom Pard -/ViAjjL� Proposed: _) (Side Yard —,lam/ Pro osed �� 7� � p 7S_ p f (Rear Yard Proposed Project Description: i AGENCY,.BERMITS Permit REQUIRED FOR REVIEW N.A. NO YES/ Number Suffolk County Health Dept. // ���-O/00,3.2- New York State D. E. C. Town Trustees ,,,���(li �0/ p Town Zoning Board approval: �`�� _ Town Planning Board approval: 73 Or 411"9 Flood Plane Elevation ??? O O� Flood Zone: 4 Notes: —� v v G. 00, r �� S//�/or FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE; September 13, 2000 TO Stephen L. Ham III A/C Rugg 45 Hampton Road Southampton NY 11968 Please take notice that your application dated August 22, 2000 For permit for garage addition and accessory building at Location of property Munnatawket Ave. Fishers Island County Tax Map No. 1000 - Section 6 Block 3 Lot 8.2 Subdivision Filed Map # Lot # Is returned herewith and disapproved on the following grounds • Accessory building not permitted pursuant to Article III Section 100-33 which states; In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R- 400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard Subject lot has two front yards.Proposed building is located in the front yard of this parcel. • Proposed garage addition not permitted pursuant to Article III Section 100-32 which states; No building or premises shall be used and no building or part thereof shall be erected or altered in the A-C. R-80. R-120. R-200 and R-400 Districts unless the same conforms to the Bulk Schedule and Parking ScheduleEN incorporated into this chapter with the same force and effect as if such regulations were set forth herein full. Bulk schedule requires minimum front yard setback of 60 feet, proposed addition shown at 44' from edge of right of way. Authorize Si nature PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 D ((:,�h : Secretary fe Z-61q C� Margaret Rutkowski � I NOV V2000 �;f November 1, 2000 Southold Town Zoning Board of Appeals Gerard P. Goehringer, Chairman Southold Town Hall 53095 Main Road Southold, NY 11971 Re: Peter Rugg and Meredith Rugg Appeal # 4873 Dear Chairman and Board members : In accordance with your request at the end of the hearing on the above application, enclosed please find a copy of two separate deeds which describe a private road off of Munnatawket Avenue to Mrs . Edson' s property which affects my clients' property. In deed dated November 28, 1966 at Liber 6080 page 376 the Fishers Island Utility Company, Inc . conveys to Edith Gibb Dillon (now known as Edith Edson) and her late husband Thomas P. Dillon parcels 41, 2 and 3 , Parcel #1 was conveyed "subject to the rights of others for use as a roadway over a strip of land 25 . 00 feet in width extending Northeasterly from said Munnatawket Road with a turnaround having a radius of 40 . 00 feet at the Northeasterly end thereof, the center line of said right of way being bounded and described as follows : . . . " The three parcels were separately conveyed and the access to the property was specifically described as a "roadway" from Munnatawket Road to the parcel . The deeds described a private road. Thereafter Mrs . Edson obtained subdivision approval from the Southold Town Planning Board for a minor subdivision and filed the map in the Office of the Suffolk County Clerk on September 19, 1995 as Map No. 9741 . The Planning Board approved the subdivision with the existing private road as access to lot 1 and 2 . Moreover, the Planning Board approved building envelopes facing the private road. (See attached copy of relevant portion of subdivision map) Lot 2 of said subdivision was conveyed to Mr. and Mrs. Rugg by deed dated October 8, 1997 at liber 11858 page 765 . The lot is again conveyed "subject to the right of way for ingress, egress and utilities over a strip of land 25 feet in width extending northeasterly from said Munnatawket Avenue with a turnaround having a radius of 40 . 00 feet at the Northeasterly end thereof, the center line of said right of way being bounded and described as follows : " The private road was again described in the deed to Mr. and Mrs . Rugg. In reliance on advice given to their attorney by the Building Department, Mr. and Mrs . Rugg have treated this private road as a "street" from which a "front yard" set back must be maintained. In accordance with the Town Code definition of "Street" , (Section 100-13) the "street" was "improved to the satisfaction of the Planning Board" and was " (2) shown on a map approved in the final subdivision plat" of Mrs . Edson' s minor subdivision. The Building Department correctly determined the private road to be a "street" . Mr. and Mrs . Rugg have designed their house with access off of the private road. Enclosed for your information is a letter written by Stephen Ham Esq. to Edward Forrester regarding the question of whether this property is considered a corner lot and whether the building department determines the side and rear lot lines . The building inspector reviewed the subdivision map and owner' s preliminary site plan and determined that the setbacks are measured from the private road and that this parcel is a corner lot . This was confirmed in his notice of disapproval . We respectfully request that you uphold the building inspector' s determination that the private road is a "street" and grant the requested front yard setback variance. If the private road is not deemed to be a "street" then the position of the house would require a rear yard setback variance, a result that would be a hardship to my clients with substantial additional expense and delay their construction schedule. Thank you for your consideration in this matter. If there is anything else you need please do not hesitate to contact me . Very t� Iy yours, Patricia C. Moore cc : Stephen Ham Esq. Mr. and Mrs . Peter Rugg P.03 Mr. Edward Forrester May 23, 2000 Page 2 2• If so, do the owners have the right to elect the easterly boundary (along Lot 1A) as a side lot line and the southerly bounds n that Building Department would have the exclusive right boundary(along lot 3A) as the rear lot line, oris that a determination to make? g ease give a call to Thank you for ylour att nti neto this matter.ss my questions at your earliest convenience, Sincerely, Stephen L. Ham, III Enclosures TnTO1 P n7 M&TTHEWS & HAX ATTORVEYS AND COUNSELORS AT Lim 35 H-101PTON ROAD ter"' SOUTHAMPTON, NEW YORK 11968 f D � Pmcn B.MATTMWS I COL24"Q) sle-2B3-Y s00 — ' 2n STrpaatr L. HAT,111 7AOSIME 516.867.1076 NOV'�1 Y BvtaAaA T.Hex a-aiL Much--- 6ieltem May 23, 2000 Mr. Edward Forrester Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 Re: Preliminary Site Plan for Peter and Meredith P Ruaa Dear Ed: I have enclosed a print of a preliminary site plan prepared by Chandler, Palmer & King for Peter and Meredith P. Rugg relating to property on Fishers Island designated on the Suffolk County Tax Map as District 1000, Section 6, Block 3, Lot 8.2. (The property is also known as Lot 2 on the Minor Subdivision of Edith Dillon Edson.) As you can see, a number of variances would be needed before a building permit could be issued for the structures shown on this plan. However, I am writing to you at this time to make inquiries concerning one issue only. Based on prior Building Department interpretations with which I am familiar. due to the presence of a right-of-way In the northerly portion of the property, 1 believe the Department would take the position that the subject property is a corner lot for which two front-yard setbacks would be required from Munnatawket Avenue on the west and the right-of-way on the north. That being the case,the owners would like to designate the area between the proposed dwelling and the easterly boundary line with Lot 1A as their side yard and the area between the dwelling and the southerly boundary line with Lot 3A as their rear yard. My questions are as follows: 1. Am I correct in assuming that the Building Department would in fact consider this property a comer lot for which two front-yard setbacks must be maintained? ry �V/ VV r_ -- ...v.. u•.0�r v _ _ OEM RErADED '!.0975 3 11858 �c765 ' FECBNW 99 26 Pn 2 36 nr waP+bu IIEALESTAM £G 'AR.S st:raaNE TORRUO BCT i N97 S OLK OFTY is �---- TRR1gF9lTAX RIx+rolsc eCd."--��• Rec.�d�sf FRYK ia.it Daedf at"Kie�a� Dmsf Mo�bp 7seswrP �.. rrts .cIMoaFcc I.Buie TM 2.A400FATM FATaW 1 1tP�ee •.�� y��r^ :. 'f•_ sub Trar.L•� S��A>rL �•szv tcw�•� « 1�ti, TOR.MSG.TAX :oeadE0. — TararfandaTa 3eAPpeedee-9 6LummmTea _. ' >sr ' jMpMptM ,*,w sY a:±zrno Ito a vM be inPS'td bY a au x 1*4 bmaT ief.CeP7r '— SeDTar �-.-- 1*eR�K���oe1V0._,. UNO. �wend®a" 9wP GRAND TOTAL we �� �dtbu rru�eewL d :We Coa�penJ fnik raa{I t RealP'"Pay Tenser+x1.4.peel VeAsvY"e Pldl11t1 MaLl«Nl Till. limos ante Uom ¢bat Lot COAPM1 of " Tork 00o DD6.b D .00 ooe o02 CeMW7NAM nT9Tlzldb X3.97 Tot Na"" r ;. M146Y: 3owrt Wtwn. CaC• Cub Cho* / �:•W(e.�_. !slat i Llttsan h7a• uaRQean)�iI 170 L"ingtas AvftQ6 tilt cr Imo_, PI lOG1T .• .!_ ADORE33: y140 nl�••?1' RLCORDiRtrURN iJ rtia.el h.Y._�91t•� TSuffolk Coun Recordln &Endorsement Pa L Be'd „eatbr• P„p berpr ptetot0a attaticd t�arT TYPE of wsTTcuMBNn EnITM DILtAtl laSON -ft pmtdmhad*isst naOlb FOLK COUNTY.Mw TORR• To �Ob70' d Soutbol0 _� . Lam: h,00VBLAOBHRU 9 MUST BETY"O oRPRIMEDBVBLACKVAKOMYPRIORTORECORM`orW•" r I /7 fir_" r0 4r f•• ' NOV - i • r a,.M+Mi.wL,A�GwM'r�ONY111�i�,�1O�eRrlMy/�lq 'i/ (nvMLL/1'OltU�fifat/aaL�a.?M�GYaYaRIfdMCfl-t�4O'IROR.fa�WADKIMPVr UMT9X 9%L1 77tLSIl1DENTVRE.twdrde p days( October ekte4emthtdtcdaad aiaecy-d•vM armEm miTe O1LLOn a=. formerly 10 WWI to ®L1G Glee D16iA1t, 20?6 1410 Stool • Flee Road, Lvwpolis. Raryland 21401. as aw+teiaa tenant 02 the ert1My a Tbasac F. Dillon. deceased. late of sashloaton. O.C., P"ordwArapot.atd his If ` pm no VA Racm2T11 P. Rm.0 a Glenhwther Cant. Dallas. Naae 75223. Pat9'ddx aaomd pact W1rNESSEi11.dwatpanyddr Ana Pan,isewwwwomem offal Daum and SOW vsktabke owidcn"P is bydwpofydtktamdaoldanshmWoaataadndasacaadrMt7ereAwadpan.Ae1awaraeotsa c sadaltidavetlMpwerdAtaoaaWPm fatvtL ALL dun mmpbLOmofVemmldbsLvAhdtrbwNW49etpteuwetetatbmoretatrLatarut yiaei 2 beiaaktlke at Flatters Island. Toad of . County of Suffolk and 3tate o' eev TOM, Oetna aatw or, bounded and deaeribad as sat forts en 3tStedule a hsn-to. pull* AND IeTO m •V 6t a portion or twe same pewasas conveyed to the part• of the first part sod Tbasso F. Dillon by dose, dated mereaaer 25. 1966 and twevrdet In to* office or tbs Suffolk County Curr. m December 6. 1966 in Liber 6060 ,sae )76. 3uWWT TO Declarations remr60d 11, tba O"Im of it*Suffolk County C•IIK* Ilrel' T e+ Liber 11717 pate 622. Libor 11725 0691 639 lad Libor 1173$ pap 1 . DA end to any Ot1wr cerenaata, restrictions, eaasenta and aecaesents of rvcore 5 l L OF u TOGETHERwithanfillDdtmad i Wwtetaq,ofdKP"ddroNftPACE atlad*my Isom lada"dt abuRiae dte s6stedwat'bd prarisw 069 was b w Aweof; TOGETHER Nth Ow apprndv=w mad al ka awtaadtit/bdmtpnydae6atPw4aadrwdPtt�t�TOHAKANOT000Wgt:rmvm% im Awad NEW ms pomp dt a aaewd peel de brae or wcvmm and m%mot On pomy 6f dr Ssosd p n to,s. PetydcketlwPareoaalaamerltlePsnyddtt&tsPrtbrmadvaats0 anyda ttteeb to lay prwtoritme ba+raaeberod iaaey ural'eiwsve,aatpi r abttNis film W pactyatAe 6apad,Meaotp6aow wiiSacOw S1 elks I2w I.at.sowwRt Ass c1t Pats oN c taw:aR We wviw'bteartdaaiaatetA4wasyotendwiandddiat611erwaaivewAaaaaidmaltatst &" .ad rbaapyli:MtItrIAtPnpwedPgia6ibabttdAswpO►twtaMdlepPlyAaastwtastaolxpd:as ' dOwaa fAsia�povsKt6efsnalp{r9'MtdWloWdWarMRrasp'eAerptaPae. Tks vms6'Prb'denlenwabe.d r it a wad'pww wkoavw dw"Matta, wte/uit- 1NWTp1FSS EOF,laPawddshltpahrdtbaawtdD2da*Wdundryladyewrim J.vevaIsm. ante 011 m�s0aoa � , 111' i 1 ' F S � 1 i SCHEDULE A TO DEED Pady�t ate Firm Part EdNh Diflon Edam r Party of the Second Part Petr Fuge and Mlsredhh P.Rupp Dene Dated October 1997 ALL that caRak.plat,Piece or parcei ol land.sk""k"end W tg at Fishers blend. Town d Sarnok;Canyrd9rlfaec rb SMM d NrwY9A%Inorr%shorn and dssig ated ee Lat tee.Zen a crtah msp,emltlee 9YGnor 8eedM$IMPlan-PropWny of Edat Dlbn Enron COMMAvOW^FahsrsblarKNNW Y9W P doyChrtmer,Patmw3K tg, NW*4d Corrie gcK O t dd said meg was f9ed in the Ot A*of 9n SWFOR Cnariy Cork on September 19,IM ae Map No.9741 and M id tW Lot No.2 is mora pwbcwrty handed and described sa t oom. BEGINNING e a pose on the norttteag9rly Nne of%matawWAvenue,sale Pant beinS7 :ccated 470-08 fie!North d e f ikd whkh is 2x6.73 fee West d a mmv mem corking the,United States Coast ane asodeto Sormy Thangtsetion Station•PROS.%and RUNNIN a THENCE Nom 44 dsprms 19 minutes 45 seconds Wee% 100.00 test to a monument THENCE oontkrretg Neer 44 degrees 19 minutes 45 semnda 1N94 21291 het to a pwk ft UM W km m nN X41 said norewsterly Neo►d Mumrawket Averis; THENCE Nath 49 degrees S7 mulles 00 secortde Call.104.76 fee to a point THENCE.Noah 60 degrees$3(mvA s 00 reoonds East.9229 het to a point THENCE Noah 78 degrees 14 minkda 00 seconds Esq.146.90 hat to a point THENCE Su Ah 68 degna 19 minute{59 Saonds Esq 31.44 fee to a pond; THENCG South 21 deDreea 05 mint 34 seconds Eaa.200.48 feet to a point; THENCF South 4a depreer 12 mkraes 22 eecords Wer%25-.28 bel 10 go ntonumera se at ter Point of BEGINNING. I i RL i I r r r I 11858 M765 sueJEcrTO.amtsYmyta.p�w..or aanauwue.owr..e+aar.a�saor.,r 'Invi4 ttetdwtdirnntsr0t emlyhomsaidMuntd6wketAra"WMsltrnadtndIlmAm a ragas d40.o0 het age nwaeasany and Ow ad Ow anter No of sWd MM of way Ming t4 - R - as follows: RS009040 at a point an she natlwaawy erns at said Knaus uket Avenue.said poirrt WN9AnS95lea NoMdaPOW VAW Ns478:55fmdWag dsaldinWrMonument. and RUNNING THENCE Nor'.149 demrws 57/a m*%00 seconds Best 102.63 rest r THENCE Nein 60 den rees 53 mfsdes 00 eeeonde Esau,09.16 taw; THENCE North 76 depnas 14 mW& w 00 seconds East.12062 ram: THE14CE North 63 d.ghew 41 minutes 40 second►Era.$0.74 feet 10 the Canter of raid ivrrerot+w. TOGETHER VMH a norh•wrli wn sesomwd tar atpresa and egress by pedestrlwe only b and horn West lfwbm oxer a portion dOe wslark=t pucel of Lot Na 3 w shown on the abovewmVoned Map. said essenend arms being mea pw0ciftV bended as deseribid as follows BEGINNING at a tnorwrtwtt located on the aarQtpstxly lite of Central Avenue,said ` monuffard bekt9 located 4517.70 fed NoM of a polyd which in 135.70 fed Woo of anoCer mor mmm msrldrq Oe thdted Stale Cottle and geodetic Survey TfaVulation Station IROS:and RUNNING THENCE South 75 mWoes 00 motutas 00 seconds East,about 45 led to the a. strove of West Harbor THENCE noh@taad�mfy along the maandom of said shore.about 214 feat to z pobt Tt1ENCE NoM 20 O*Wm 04 mi Mn 50 seconds Wmst,about 69 feet to s point on the souetsostory Ile of Central Avenue. THENCE along the seserty,and sotMsmsterly One of Central Avenue south 69 demreos 55 mirartos 10 woonos WOK 62.00 tea to a pont THENCE stir*form said Avenue We South 45 doors s 50 mintRw 15 seconds West 187.43 feet to M n"mhent sd at the point or pace of BEGINNING. 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FKT9T123a6 Lot 006.002 007.002 Cocarr am Toes EDITH 0114.00 msOH To mac*x hm mwC_4W wNw Yera P6TEt aUGG and IIF�tIDISH P. RUC✓ 910e1h7l1wYomlTfle6�. WVktCmwM Mk7fIRN f\"au6 r— �FIDELITY NAT30MAL TITLE g Alm••. M t a1„ INSUp,kNaCoMMYOfNY 376 l,txt,*A' ?•t nM,w wm PS t i ,a i l I M' I U41T1 UEPNs:KN° A1AN SERVM.fi9 / \ - KNOCKOUT INLET AND .AuFFO K ' 61 - 11D OUTLET OPENINGS PERMIT FOR'tiPFROVAi- R CONSTRUCTIONFORAS 8819' 9" E INSIOE�DINOI-E 1 An;IEY FiESIDENC6 ONLY31. 4' WATER SHUT–OFFS_O 0 0HYD. ELEC. � _DATED VAULT < J —.1 j1PPR0'7ED LrCpRDOE70 � __ FOCI PhAFVMWB7 OF f OF ApngCVAL N '76-%47 IS, E N 83'4` nF1.r T7-]t'rr. Y�ARj FROT7 DAL' 146.90 •-,T50.74 CAST z EXPL• ��� _ �'- - N 5055.57 FABRIC �2)-2"z2"%3' STAKES FABRIC ' CONCRETE COVERS Q _ EACH BALE N F i EXISTING ROAD W 151.57 POST67 PJ,M ELINOR R. OAKES /�82p,6Z \�� T\ ' / / / O ` b( ' \ \ � I \ pil- -° TO GRADE TOCOVER CGRADE KING CASTING SINGLE FAMILY RESIDENCE --((\N� / r COMPACTED IF DROP 'T' MUNICIPAL WATER X\S \ / Y �/{' 1 / P j \ / BACKFILL I sE0= FlNISCHIMNEY OE / i i.- a e K 4 x 6 1 .66�G6 0 .WAIF MMR ESH ON SITE SEPTIC SYSTEM FOR STABILITY AND E ALT FENCE BACKED 1 min 8' E (� � �` rl t SELF CLEANING BY HAYBALE BARRIER /// :-: �R I I V\ N\pE�SEMEN NOT TO SCALE NLET !• VENT— –1 !' wn OUTLET 60 ry19 i � � � N � � � / �, / I 10 9 •(\4\� V CONT LEVEL • W p/ / / / ! I 1 PROPOSED BURI�D� U o coNTmuaus HOT eArR.E �/// UTILITIES 1 S o_ ASPHALT SEAL uNm �M w 4- SCHEDULE /40 INLET BAPFLE ! a�Ffl£CTgi ~ II • 6' I �3. TEST HOLE /// SPIKE SQ�' 49'03' — EDITH DILLON EDSON 4 CROSS SECTION GARAGE \\\ iI �� \ _ _ (LOT #1A PER EDSON MINOR SUBDIVISION) 1000 GALLON W / \ 9 '* 12' MAPLE .� SINGLE FAMILY RESIDENCE 2 COMPARTMEN 61' MUNICIPAL T -. .. \ CHERRY \ MUNICIPAL WATER SEPTIC TANK ON SITE SEPTIC SYSTEM NOT TO SCALE ' y� b / 14 \\ $ : 6' CHERRY _ \ PROPOSED \ E IC KNOT-PI�P06E0 - ES / 0 1. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST / / // \ LEACHING POOLS \\ \ _ - RESIDENCE M/ ,. _ \ -- AND GEODETIC SURVEY TRIANGULATION STATION "PROS". \ •6' CHERRY FF EIEYw48.O _ _ _ _ _ / / �/ \\ \ \ - - 2. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, TAX MAP 1000, SECTION 006, BLOCK 3, LOT 8.2 DECK 4 8- CHERRY- - - - - N 4900.16 3. SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON ' FUTURE LEACHING ' -A � PROPOSED— ' , - __ yy 91.59 SITE SEWAGE DISPOSAL SYSTEM IN COMPLIANCE WITH N h915.9� POOL EXPANSION \ fARAf�E - - - - - THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT W 476.55 - - - - -- _ - OF HEALTH. 4. SITE IS IN R-80 ZONE \ ••••••'• \ _ - - - C R 5. TOTAL AREA: 85,640± S.F. - •••, EDGE OF CLEARED AREA •• 6. OWNER: Peter & Meredith P. Rugg c/o Steve Ham III, Esq. 45 Hampton Rood PROVIDE AN EVERGREEN HEDGEROW ADJACENT TO -� WAy,L J Southampton, N.Y. 11968 AND SHIELD VIEW FROM MUNNATAWWKKF BOAT TO FULL I OFFRF*OP TtEINN9� ••, 7. BASE FOR LEVELS: N.G.V.D. 1929 PROPOSED LIMITS OF GRADING, • S. SITE IS LCT-#2 ON A CERTAIN- MAP ENTITLED "MINOR SUBDIV- CLEARING AND GROUND DISTURBANCE ISION PLAN - PROPERTY OF EDITH DILLON EDSON, CENTRAL •••• ' AVENUE, FISHERS ISLAND, NEW YORK" PREPARED BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT, SCALE: 1"=40', DATE �,�ys• _ DECEMBER 11 , 1992, ADDITIONS & REVISIONS TO JULY 26, 1995. Pi h PROVIDE A CONTINUOUS UNE OF 9. LOT IS NOT SUBJECT TO ARCHEOLOGICAL EASEMENT PER SILT FENCE BACKED 13Y HAYBALES FINAL APPROVED AND FILED MAP. (SEE DETAIL) ,7• �� �� I EGENn / LOCKING CASTING TO GRADE PROPOSED GRADE F.F. FIRST FLOOR ED TYPEELEVELEVATION LEVELINGLING DEVICES N/F NOWOR FORMERLY 4' MAX, - S.F. SQUARE FEET MIN. <• - 100 - - EXISTING CONTOURS INLET _ - C ry� 2" MIN. ABOVE INI — .rJ o ryy�• 0WTLET VERT 0 100 — PROPOSED CONTOURS r� o� ♦ N5F IN;-AND WETLANDS FLAG N f FBUILDING SETBACK LINE EDITH DILLON EDSON BAFFLE REQUIRED IF IN2?PER FOOT EDS / TEST HOLE (LOT #3A PER EDSON MINOR SUBDIVISION) 100.0 INVERT ELEVATION a" VACANT LAND TYPICAL DISTRIBUTION BOX 6']_ ° o \ -- NOT TO SCALE r 0 0 0 0 0 4" DIA KNOCKOUTS iA OFPlF{gjbgh, SITE PLAN 0 0 o o" - - - iRonsryG PREPARED FOR • ° s 3 oe S LEACHING Pool se PETER & MEREDITH P . RUGG CROSS SECTION y, N07 TO SCALE LIMITS OF FRESH WATER WETLANDS AS FLAGGED 1 BY N.Y.D.E.C. 20 70 0 20 MUNNATAWKET AVENUE N 47 1.0 GRAPHIC SCALE IN FEET FISHERS ISLAND, NEW YORK W 266.73 TEST HOLE DATA \ \ \ ` REVISIONS WITNESSED BY: RICHARD H. STROUSE P.E., L.S. \ \ 1 �► ff CHANDLER, PALMER Ao KIND DffgEDESCRIPTION r�7 0" 8" TOPSOIL 018 8 REVISED t�- Architecture, Englneering and Surveying am familiar with the standards for approval and 11 ODDMONS & REVISIONS 110 en1MOftV NONINW, er WM �eo-ea-!!n FAX eeD-eee W 8"=30" SANDY SUBSOIL \ cor single of subsurface sewage disposal systems30"-14' SANDY TILL W/ BLDRS. -� � � � \ � � 72 R VARIANCE APPROVAL for single family residence and will abide by the 01 OPOSED CONTOURS conditions set forth therein and on the permit to construct, DATE: MAY 12. 2000 PROPOSED 4 BEDROOM RESIDENCE \ APPLICANT SCALE: 1" = 20' RUGG_F1-SITE.OWG\JJM SHEET 1 OF 1 W", _ - _ .. , .. v . r .. "v a : . r'a .. e q _•-_..F -a .c.X ,X .,. r' ,s ��-, _., c..•, a.. f � . �.. .- K- ...T _ -. m., , .- -, .n . -a. . . n-.r-♦ ..r .. , .+ . ar.♦ . "14, ! r a n. - ..v a` . .Ilp arT :tl� K ^j ♦vlze �1s- _ s .._ . .- a xi' ax .-, 3. .. . .., >r r .. w- . r ._ " �+-, .. _ ,. -�-. . .._. - '?�•:�. - .: !.. d+- s he _ . ._. _ - r, S ., � .., -_ _. Lt, ♦, . de. ..- ., ._ . . _ 3•: .,�' .- ... . .}, _ .� t._ , .ran .t !- .er _ _ >, ,. - ." .-r ,- > . .- _., V . . .r I .. ♦ .. � Y r u. 6 r. .. - , • .. � _ .. .. i M" _ � i ., -� '.��:r ,.. Yr T - _ .. . - . ... ,Y t a h rt. , r a n v __ - .. ui - bs ' Av. A5 + „ t . . . . rt -. . ab r M" r .. , Ir..: . _ , .. gym: i ,.. ',' - : � - ... -__... ':3 • ;. ._ , _ i . . . .,- . : _ KNOCKOUT INLET AND \\\ � OUTLET OPENINGS, II RIBS INSIDE�'� - S 8878' 9" E WATER 31. SHUT—OFFS o \ _ + + - aHYD. ELEC. - . VAULT CAST 767}00 E _N 83'41'40" E -- I (2)-2"x2'753' STAKES CONCRETE COVERS - Of N 14•B gO " FILTER FILTER _ 0z EXISTING ROAD yN 5051.57 - POST EacH BALE . .�m _ FABRIC FABRIC, ° N/F E — r r5""°°—� o • 0 0 0 0 ELINOR R. OAKES W2 ° ` COVER LOCKING casnvc 120• � �\ / / 1 � ! � \ 1 COMPACTED TO GRADE TO GRADE . �` /�I / \ IF USED T FINISHED GRADE �\N\7 tNP J \ \� f / / / I i \ I \ / BACKFILL )T i . 4 I - ���� ANGLE 10' UP SLOPE 4 x 4 1 6 6/65 G MR MESH / /♦ / / I FOR STABILITY AND SILT FENCE BACKED '.'� min O" S x 6 6/6 GA W1OE ESH SELF CLEANING BY HAYBALE BARRIER ' 6 O \/ / I �� \ ��OE ENVE NOT TO SCALE INLET �' VENT--�� r VENT—� OUTLET .�a 1p. � t1! IJONID'LEVEL WV.�1y ,/L5. \ /I /I / I \ \` 1 �Y'('f A - T r N 9 / // !n, C I o CONTfN tws HOT Bt, F. I \`r/ T o ASPHALT SEAL LVED wd 4' SCHEDULE M'b 1/E' PVC, i INLET BAFFLE ' 60'GAS DEFLE TDP ~ N/F CROSS SECTION TEST HOLE EDITH DILLON EDSON GARAGE 1 — � (LOT #1A PER EDSON MINOR SUBDIVISION) 1000 GALLON v v woo § r, v 12" MAPLE , � ?COMPARTMENT 9 6 CHERRY \ m SEPTIC TANK Ng�b NOT TO SCALE 15' MAP-LE., N9,yO�y'h RO \ 6' CHERRY NOTES; - i / PROPOSED So DIA. \ S \ TANK —PROPOSED o _ — _ _ 1 . COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST LEACHING POOLS 1\ \ w — 3 BEDROOM T,.+—•''�s, 45 AND GEODETIC SURVEY TRIANGULATION STATION "PROS". - RESIDENCE 1 \ \\ 6" CHERRY FF �-4&OSITE IS THE TOWN / /�/ ` '\ \ \ �•• , , _ \ 2 TAX MAPItN1O0O, SECTION O06,TBLOCK 3 COUNTY LOT 8.2 SUFFOLK, - �� DECK / \ �40� / N 4900.16 3. SITE IS TO BE I SERVICED BY MUNICIPAL WATER AND ON - / \ _ — _ — — !6" CHER[t)L — — - SITE SEWAGE DISPOSAL SYSTEM- IN COMPLIANCE WITH _PROPDSED� — W 91.59 THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT GARAGE— OF HEALTH, N 4915.95 _ � � - - - - SM&H'EY�"� - - - W 476.55 / �,/\ \ \ 4. SITE IS IN R-80 ZONE \ •�•, — — — — — 1- _ 5. TOTAL AREA: 85,640± S.F. \ •• — — — -- — — CEDAR 6. OWNER: Peter & Meredith P. Rugg \ 1\ EDGE OF CLEARED AREA c/o Steve Ham III, Esq. 45 ton �\ \ ••, — — / Southampton,pRN,. 11968 7. BASE FOR LEVELS'. N.G.V D. 1929 \ \\ PROPOSED LIMITS OF GRADING, •••• 8. SITE IS LOT N2 ON A CERTAIN MAP ENTITLED "MINOR CENTRAL — CLEARING AND GROUND DISTURBANCE AVEN]SIONUE, PLAN — PROPERTY OF EDITH " PREILLON EKED CENTRAL \\ \ AVENUE, FISHERS ISLAND, NEW YORK" PREPARED BY CHANDLER, LAND PALMER &. KING, NORWICH, CONNECTICUT. SCALE; 1"=40', DATE VACANT LAND DECEMBER 11 , 1992, ADDITIONS & REVISIONS TO JULY 26, 1995. 9. LOT IS NOT SUBJECT TO ARCHEOLOGICAL EASEMENT PER \ k PROVIDE A CONTINUOUS LINE OF FINAL APPROVED AND FILED MAP, SILT FENCE BACKED BY HAYBALES \ �\ (SEE DETAIL) 6 op LOCKING casnNc ELEV. FIRST FLOOR l/ TO GRADE PROPOSED GRADE ELING D TYPE N/F NOWORELEVATION , LEVELING DEVICES a' MAX — 5 F. SQUARE FEET MIN. 4' � INLET — 100 — — EXISTING CONTOURS 2" MIN ABOVE SP'(E O�Ai{ OUTLET INVERT s F „( r — 100 — PROPOSED CONTOURS O L, %`J WLF INLAND WETLANDS' FLAG !i / BUILDING SETBACK LINE _ �VV'k N F B±FLEEQUIRED EDITH DILLON EDSON IF INLET PITCH EXCEEDSI''�'u4 \ g I/2" PER FOOT �ur_,�� � TEST- HOLE \ / (LOT #3A PER EDSON MINOR SUBDIVISION) `^ ;f•,� a 100.0 INVERT ELEVATION \ TYPICAL NDISTRIBUTION BOX OT TO SCALE 6-1 \ 00 \ TE 0 o a o a o 4" DIA, KNOCKOUTS \\\ oN T 777 _. \ PRELIMINARYPREPARED I FOR LAN a o v o ova X29' 4' {— 0 8,-0" DIA YY(�915•• �• . CESSPOOL \, \ ... . ... . . ... . .:. ... � PETER & MEREDITH P. RUGG CROSS SECTION \\ / / ' NOT TO SCALE •\ LI WETLANDS RAS FLAGGED . . . . . . . . " \ BY N.I.DEC . . . . . . . .` \ . . . . \ 1. 20 10 0 20 �\ \ ,• . . . , , . . ' ' • ' . MUNNATAWKET AVENUE \\ . . . . . . ` GRAPHIC SCALE IN FEET FISHERS ISLAND, NEW YORK \ W 266.73 ,'. . . . . . . . TEST HOLE DATA \ " " " " ' \ \ REVISIONS �� CHANDLER. PALMER de " KING WITNESSED BY: RICHARD H, STROUSE P.E.. LS. '\\ \ DATE DESCRIPTION 1 08/09/00 REVISED Architecture, EnglnGerinq and Surveying 0"— 8" TOPSOIL • ' ' ' I am familiar With the standards fora approval and LID noAowAY DT D6M0 M°" PA1f ro-r 1wl 8"-30" SANDY SUBSOIL \ pa 11 06 00 ADDITIONS REVISIONS 30"-14' SANDY TILL W/ BLDRS. \ construction of subsurface sewage disposal systems rr q�y �, , , . for single family residence and will abide by the III)jr. 2 \ ' ' conditions set forth therein and on the permit to : .'\ construct APPLICANT DATE: MAY 12, 2O00 ilf42OpOPl POSED 4. BEDROOM RESIDENCE � SCALE: 1" = 2D' . v - �,•'.'�' � SHEET 1 OF 1 -, RUGG_FI_SITE DWGVJJM M ri ,., xaen 27u2 Jlliv O FTOFFIGEF hIE,°,l-TIf sERvrEa 00 \ '?;A5ftV7ATER FSGtii \ S 68'19' 9" E 31. 4' WATER SHUT-OFFSI e to o / HYD. ELEC. / M VAULT ' N 'IB' 9p E Ott 34 3 ® eo O EXISTING ROAD W 50151 .57 z G _ _ \ ELINOR RF OAKES 140 a� III'I x U / /120.62— , INK ,o o9p � l a SINGLE FAMILY RESIDENCE MUNICIPAL WATER ON SITE SEPTIC SYSTEM WATER METER ,i\oE 1�uw 8 �J o N/F - EDITH DILLON EDSON (LOT #1A PER EDSON MINOR SUBDIVISION) I / \ o / \ E'7Si91"INGA= SINGLE FAMILY RESIDENCE 3 s � MUNICIPAL WATER ON SITE SEPTIC SYSTEM Xi - 6���6 - 0 a PORCH � �q0 6� � � / / 1 1 � T i 'Tx _ - • / SEPTIC s / NK MAP REFERENCES / 1 y €Xi5TING, "D" '"+'RESIO,E`NCF BOX 1.) SITE PLAN PREPARED FOR PETER & MEREDITH P. RUGG; / / 1 ' DECK MUNNATAWKET AVENUE; FISHERS ISLAND, NEW YORK; DATE: MAY / ; \ 4p3• - ,i, ': � 12, 2000; SCALE 1"-20'; SHEET 1 OF 1; CHANDLER, PALMER & CD E;XI'y`TING '� Y r >. R / , GAk'AGL s , , N 4900.16 KING; NORWICH, CT 0 W 91 .59 N 4915.b'� 1 \ 1 ' 2 ) MINOR SUBDIVISION PLAN - PROPERTY OF EDITH DILLON EDSON; W 476.55 ` I 65� ' I _ Yr- CENTRAL AVENUE; FISHERS ISLAND, NEW YORK; PREPARED BY: CHANDLER, PALMER & KING; NORWICH, CONNECTICUT; SCALE: LEACHING \ , r r '� . Y �\\ a 1"=40'; DATE: DECEMBER 11, 1992; ADDITIONS & REVISIONS TOCL POOL / �� 91.5• JULY 26, 1995, w O tr Z ul z z LEACHING O Z V P001_ i Q O / NOTES > a LJJ� a g U 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE vii ¢ LL.I z I INDICATED HEREON, ANY EXTENSION OF THE USE BEYOND THE EL zaf PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR � UJ J EXCEEDS THE SCOPE OF THE ENGAGEMENT. LCL Q 41 2) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY z 2 YLL- 'g, -- PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED �2y *S•. LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. W — ti& 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND LLJ SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL a- ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 006, BLOCK 3, LOT 8.2 9 6.) TOTAL AREA = 85,640± S.F.. 0 ti 7.) SITE IS LOCATED IN R-80 ZONE. Z m c ,00 8.) BASE FOR LEVELS: NGVD 1929. O v`"'i N C, EDITH DILLON EDSON w / (LOT $3A PER EDSON MINOR SUBDIVISION) N 0 � w � VACANT LAND a 0 o 0 z O� 7 . . . . . . . . . . . . . . . . . . . Q c� . . . . . . . . . . 3 — ♦- o . . . . . . . . . . . . . . . . . . . . . . . I . . . Q F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . o m N N O 2 O / . m N tt 1 N LIMITS OF FRESH WATER . . . . . . . . OF 3 a WETLANDS AS FLAGGED . . \ w z z z Y LL 0Y N.Y D E.G. . . . . . . . s u 3 w o J `. d m O O U U 4 N 4701 .08 ., .', ,.....,,\ DATE: 05/20/02 W 256.73 SCALE: 1 "=20' \ H \ ` LEGEND 1 N/F NOW OR FORMERLY QUALITY CONTROL CERTIFICATION \ SF SQUARE FEET SHEET GROUP R IEWED DATEAG �I PROJECT MANER Orr1 �. . SURREY MRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL r DIMENSIONS: WINDOWS: WINDOW DESGNATIONS GENERAL SPECIFICATIONS ACORN USES A 4'x4' REFERENCE GRID. DIMENSIONS A AWNING WINDOW ALWAYS OVERRULE APPARENT GRID-UNE RELATIONSHIPS FG FIXED GLASS WALL PANELS •2.41 16'O/C IF THE TWO DISAGREE. TG TRAPEZOIDAL FIXED GLASS THE DIMENSIONS ARE EXPRESSED IN A THREE-PART (ANGULAR GABLE GLASS) SKIING •RTD®AR SHINGLES- NUMBER SYSTEM, REPRESENTING, FEET, INCHES, AND 6'E%POSURE SIXTEENTHS: FIXED CASEMENT 2941 35' HEIGHT WINDOW GLASS WINDOW •PELLA DESIGNER SERIES- PLAN NEW 2953 48' HEIGHT WINDOW SUCING(LASS DOORS SMART SASH W W/O DGP FEET INCHES �9XTEENTHS 2965 60" HEIGHT WINDOW FIXED GLASS OVER AWNING WINDDWS PELLA DESIGNER SERIES- THE DIMENSIONS AND 122 FOR EXAMPLE, REPRESENTS PETER & MERIDETH R U G G RESIDENCE FIXED �'"'W'°°°p 10 FEET, B INCHES, AND 12 SIXTEENTHS, OR 10'-8Yi. •FIXED GLASS: OPERABLE WINDOWS ARE AME MOST MATERIALS SUPPLIED ARE CUT TO H E ACT LENGTHS, DISTINGUISHED FROM FIXED CLASS •SMART GASH IR SEIRIES- WHICH ARE DESIGNATED BY USE OF THE THREE-PART oa BY BROKEN DIAGONAL ONES. THE FRENCH DDORS SMART SA9I RI W/0 OGP DIMENSION SYSTEM. SOME MATERIALS, SUCH AS FOUNDATION HINGED HINGED SIDE OF THE CASEMENT IS SILLS, ARE SUPPLIED AS STOCK LENGTHS FOR FIELD CUTTING SIDE ON THE VERTICAL EDGE WHERE THESE ENTRY DOOR ACORN MAHOGANY BY BUILDER, AND ARE GIVEN FULL FOOTAGE DESIGNATIONS: LINES MEET. DESIGNATIONS: FW 8-0-0 - CUT TO EXACT LENGTH BY ACORN O WINDOW WITH EGRESS OPENING A R C H I T E C T U R A LS NOOF SHINGLES •�PRFSTME 1 8' ----- STOCK LENGTH FOR FIELD CUT BY BUILDER. ELEVATIIXJ VIEW ®� WINDOW WITH TEMPERED GLASS AN ARROW IS A DIMENSION TO THE FACE OF AN ELEMENT. SOFFITS •1x6 TIG INLAND RED CEDAR SLABS AND FLOOR DECKS MEASURE TO THE SLAB OR SHEATHING CASEMENTS NTH EGRESS OPENING HAVE A NET CLEAR - ENERGY DATA SUB-FLOOR SURFACE. EXTERIOR WALLS ARE DIMENSIONED TO EXTERIOR BALCONY RAL •CENTENNIAL OPENING WIDTH OF EER AND OPEN AREA OF 6.1 SO FT WITH A MAXIMUM SILL HEIGHT OF EN . THE EXTERIOR STUD FACE. (WHICH IS THE MODLUE LINE) nI HAND DRAWN COMPUTER DRAWN G 1 - BOAT HOUSE 1 SCREEN PORCH � ���T ARROW GRAPHIC ARROW GRAPHIC DOORS DOOR DESIGNATIONS C - LOWER LEVEL PLAN I%3 STRAPPING .AT ALL FINISHEDCEILINGS CIRCLE IS A DIMENSION TO THE CENTER LINE OF rc—HINGE SIDE SL SLIDING DOOR ELEMENT. (INTERIOR PARTITIONS ARE NORMALLY DIMENSIONED 'I CINCHES PD CENTER HINGE PATO DOOR2 - ENTRY LEVEL PUN INTERIOR STARS OAK TREADS FIR RISERS,k PINE TO TRIER CENTER UNE). `�-FEET FD FRENCH DOOR STRINGERS +I E R BF BI-FOLD INTERIOR DOOR •H WALL W OAK CAP HAND DRAWN I COMPUTER DRAWN IGIN - UPPER LEVEL PLAN STAIR RAILS SHAPED H NL CENTERLINE CENTERLINE OR PKT POCKET INTERIOR DOOR DBL DOUBLE DOOR 4 - SCREEN PORCH h LOFT PLANS INTERIOR BALCONY RAILS •H WALL WITH OAK CAP SYMBOLS: SC SOLD CORE INTERIOR DOOR THE DETAIL BOOK HAS INFORMATION CRITICAL TO THE E%TERI PLAN NEW 5 - FRONT k RIGHT ELEVATIONS INTERIOR TRI •CENTENNIAL CORRECT ASSEMBLY OF AN ACORN BUILDING. THE APPLICABLE DETAILS ARE INDICATED BY SYMBOLS ON THE DRAWINGS, AS ABBREVIATIONS 6 - REAR @ LEFT ELEVATIONS INTERIOR PASSAGE DOORS 4 PAN PINE FRAME W/ SOUD CORE DESCRIBED BELOW: ,�^��^���`���DETAIL INDICATOR A -AWNING M -MILLED DETAIL TO BE FOUND 7 - SECTIONS A-A, B-B, C-C, k D-D INTERIOR DOOR HARDWARE •BALL KNOB,POLISHED BRASS IN THE DETAIL BOOK BAC -BALUSTER M 0-9-4-MILLED TO 9Vi A9 PAGE /IN DETAIL BC -BROOM CLOSET I MAX -MAXIMUM ^ RGER JOINTED DETAIL BOOK SECTION BOOK WHERE SHOWN BD. -BOARD MIN. -MINIMUM 8 - SECTIONS E-E, F-F, k G-G EXTERIOR TRIM •1 &O CEDM NOTE IF A DETAIL PAGE I{BEGINS WITH A LETTER. BF -BI-FOU) DOOR i MOD. -MODIFIED VVV THEN IT 15 FOUND IN THE DETAIL BOOK BLDG. -BUILDING N.I.C. -NOT IN CONTRACT •GALV,V�IZ�STEEL TIE DOWNS BLDR. -BUILDER NO. -NUMBER COASTAL HARDWARE AT RAPIERS ADDITIONAL DETAILS THAT ARE UNIQUE TO A BUILDING BM. -BEAM I N.T.S. -NOT EN SCALE OTHER ARE INDICATED AS BELOW: C -CLOTHES CLOSET O/C -ON CENTER CANT -CANTILEVER I PG. -PAGE DETAIL TO BE FOUND DETAIL INDICATOR CLG. -CEILING PKT. -POCKET ON THE SET OF PLANS CONIC. -CONCRETE PLY -PLYWOOD RIGID FOAM O 2X4 WALLS •ACORN TO PROWOE 4A'X2N'JAM 9 PAGE /IN DRAWINGS CONT. -CONTINUOUS I P.T. -PRESSURE TREATED EXTENDERS WHERE SHOWN CSMT. -CASEMENT RB -RIDGE BEAM C.T. -COLLAR TIE I REF. -REFRIDGERATOR SECTION INDICATOR 0 -CLOTHES DRYER REO'D. -REQUIRED CROSS SECTION A OBL -DOUBLE I REV. -REVISED, REVERSE THRU HOUSE 7 PAGE RI IN DRAWINGS D.F. -DOUGLAS FIR R.O. -ROUGH OPENING WHERE SHOWN DR -DOOR S.C. -SOLID CORE E -EGRESS, EXPOSED I S.G.D. -SLIDING GLASS DOOR EL -ELEVATION HEIGHT ' SGL -SINGLE NOTE FOUND ===== BEAM ABOVE ELEV. -ELEVATION I SIM. -SIMILAR ELSEWHERE ON PAGE (VIEW OF BUILDING)i SL -SLIDING DOOR CLOTHES CLOSET BEARING PARTITION EXP. -EXPOSED I SP -SWING PATIO ®(1 SHELF) (DBL TOP PLATE) EXT. -EXTERIOR SPECS -SPECIFICATIONS LINEN CLOSET CAPPED WALL FO -FRENCH DOOR SPL -SPECIAL Q Y5 SHELVES) C x6 OAK CAP) FG -FIXED GLASS I SY SYS -SYSTEM FNDN. -FOUNDATION TE -TEMPERED ® PANTRYVES) T ® SUPPLY HVAC DUCT F.D. -FIRE PLACE I TG —TONGUE &GROOVE -TRAPEZOIDAL GLASS ®(2 SHELVES) I� RETURN HVAC DUCT BROOM CLOSE GL -GLASS—FOOTING I TOL -TYPICAL GYP. BD.-GYPSUM BOARD VERT. -VERTICAL CONCR8 LALLY COLUMNED ACORNS SUPPLUCT SOFFIT IES HIM -HANGER ER R I W°. —VERTICAL GRAIN -CLOTHES WASHER X LOOSE 2x3'S HOT. -HEIGHT I W/ -WITH 4x4 WOOD POST BUILDER TO FRAME HORZ -HORIZONTAL W/O -WASHER OVER DRYER (3H'x3H') INT. -INTERIOR I WH -WATER HEATER ® 3AN514, JST. -JOIST W/O -WITHOUT LAMINATED POST LAM. -LAMINATED I BUILDING CODE COMPLIANCE: FLOOR AND FRAMING LUMBER GRADE: ` Mx.�ol��ar' ACORNMSIMSION OF DECK HOUSE,INC THE PLANS FOR THIS BUILDING HAVE JOISTS AND HEADERS OF FLOOR FRAMING 930 MAIN STREET,ACTON,MISS. BEEN PREPARED IN COMPLIANCE WITH AND RAFTERS OF ROOF FRAMING SHALL ACORN® 01720 81 259-9450© THE DESIGN CRITERIA OF THE BE HEM-FIR NO. 2 OR BETTER W/A NY STATE BUILDING CODE. MINIMUM Fb OF 850 PSI AND E OF PEER k MERIDETH RUGG IT IS THE RESPONSIBILITY OF THE 1,300,000 PSI (OR EQUIVALENT) FISHERS ISLAND, NY BUILDER OWNER TO NOTIFY ACORN STRUCTURES OF ANY LOCAL AMENDMENTS 34' LAMINATED BEAMS SHALL BE TO THIS CODE PRIOR TO THE DOUGLAS-FlR WITH A MINIMUM Fb OF PREPARATION OF WORKING DRAWINGS, 2400 PSI AND E OF 1,800,00 PSI INDEX FOUNDATION, SITE WORK, MECHANICAL (OR EOUIVALENT). 24F-VB ELECTRICAL, AND BUILDING ITEMS SUPPLIED LOCALLY WILL BE SPECIFIED 4x_BEAMS SHALL BE DOUGLAS DATE BY THE BUILDER FOR APPROVAL FIR-LARCH NO. 1 WITH A MINIMUM Fb OF LOCAL AUTHORITIES. OF 1000 PS AND E OF 1,700,000 PSI (OR EQUIVALENT). 7/700 .IF DESIGN LOADS: TYPE LIVE LOAD DEAD LOAC, DECK FRAMING LUMBER GRADE: 9HPWMG DATE GROUND SNOW 35 PERF --- Q ROOF 35 PSF 15 PSF JOISTS AND HEADERS OF DECK FRAMING CH 2 FLOOR: LIVING 40 PSF 10 PSF SHALL BE PRESSURE TREATED [.25 CCA, SLEEPING 30 PSF 10 PSF KDAT)SOUTHERN YELLOW PINE NO. 2/W A doB No. PAGE No, MINIMUM Fb OF 1200(FOR 2xB'S) PSI AND E OF ATTIC 20 PSF TO PSF 1,400,000 PSI OR EQUIVALENT. Jl Q WALLS --- 8 PSF # lJ INSULATION STANDARDS ENERGY CONSERVATION DATA HVAC RECOMMENDATIONS (SEE SECTION 'K'IN THE DETAIL BOOK) ALTHOUGH DUCT SIZES, REGISTER LOCATIONS, AND HVAC SYSTEM DESIGN ARE THE SOLE RESPONSIBILITY OF THE HVAC CONTRACT0R. OULD HELPMAXIMIZESYST0EMMPERFORMANCE IN RIDGE VENT AN ACORN HOME. (NET FREE AREA= 17 IN 2/LF) STANDARD ROOF (R-31.4): PLAN SYMBOLS ROOFING >< SUPPLY DUCT SUGGESTED LOCATION RAFTER VENT NOTCHES y FELT UNDERLAYMENT RETURN DUCT SUGGESTED LOCATION SKYLIGHT (R-3.33): %' PLY SHEATHING ` , DUCT SOFFIT OVER. MAXIMUM LOW-E ARGON-FILLED TEMPERED OPENING ACORN VENT SPACERS X ROUGH DETAIL DEPTH B' SAFETY LAM. INSULATING GLASS ATTIC/F R-30 UNFACED FIBER GLASS !!! », SEE DETAIL'A' THIS PAGE. FLOOR 6-MIL POLYETHYLENE EQUIPMENT SIZING • Vi" GYPSUM BOARD 1. MAXIMUM TEMPERATURE RISE THROUGH FURNACE:2B•F. OR 400 CFM/TON. PRE-CUT FOAM BLOCKS HELD TIGHT TO SHEATHING VENT PASSAGE 2 2. REGISTER DISCHARGE VELOCITIES:500 FPM MAXIMUM. (NET FREE AREA= 8.4 IN. /LF) 3. RETURN GRILLE AIR VELOCITIES: 6-MIL POLYETHYLENE: 450 FPM MAXIMUM. I JOINTS SEALED WITH TAPE STANDARD WALL (R-14.0): SUPPLIED BY ACORN REGISTER LOCATIONS VENT P SAGE • WOOD SIDING 1. DISTRIBUTE SUPPLY REGISTERS AROUND AA$$ • HOUSEWRAP CONCENTIMETER TO RATED HEAT LTRALIZE OSSES OR GAINS (NET FREE AREA= 6.4 IN.`/LF) AT LARGE GLASS MEAS • W PLYW0O0 STANDARD WINDOW • R-13 UNFACED FIBER GLASS 2. ONE SOLARIUMS RRELi�STER REQUIRE IBAY PELLA %' 'LOW E' ARGON • 6-MIL POLYETHYLENE TO MAINTAIN ADEQUATE COMFORT. FILLED INSULATING GLASS • ri' GYPSUM BOARD 3. RETURN GRILLES IN CATHEDRAL CEWNG (R-2.9): SPACES SHOULD RETURN AT LEAST 5O% PELLA FIXED GLASS WALL OPTION #1 OI THE AIR FROM THE HIGHEST POSSIBLE (R-2.9): WALL PITH V A FOAM(R-17.8): PELLA SMART SASH III W/O DGP WOOD SIDING 4 SOLARIUMS HAVE HIGH RETURN CEILINGSOVER (R-2.9): HOUSEWRAP NEAR THEIR PEAK. OPTIONAL PELLA SMART SASH IIri' PLYWOOD 5. DO NOT USE RETURNS IN BATHROOMS OR (R-2.46): KITCHENS. OPTIONAL AIRED TO E HEAT OPTIONAL PELLA SMART SASH III W/DGP • R-15 UNFACED FIBER GLASS EXCHANGER MAY BE USED. SEE FLOOR FLOOR - Ni VOLARA FOAM (R-1.6): MANUFACTURER'S SPECIFICATIONS FOR (R-J.BS): JOIST JOIST • H' GYPSUM BOARD PRE-CUT PRE-CUT INSULATION OF DUCTS IN CANTILEVER R-30.1 : FOAM BLOCKS WALL OPTION /2 %'PLY SUBFLOOR CUT WALL WITH FOAM (R-19.4): 1,NDUC�TS 1N UNHEATED ATTICS OR TWO LAYERS OF UNFACED R-19 FIBER GLASS WOOD SIDING CANTILEVERS: R-30 HOUSEWRAP JOINTS IN FOAM BOARDS HOUSEWRAP 2. DUCTS IN GARAGES: R-19 SEALED WITH TAPE 1'x6' THL BOARDS OR %' PLYWOOD SUP EDB BY ri'PLYWOOD 3. UNDERGROUND DUCTS: AS PER ACORN JOO�I R-13 UNFACED FIBER GLASS DETAIL BOOK SECTION'K' JOUST R-R.4% FOILFACED ' POLYISOCYANURANURATE FOAM SILL SEALER H' GYPSUM BOARD BASEMENT WALL (R-12.1): SLAB ON GRADE (R-16.9 AT EDGE: 4' SLAB 6-MIL P0LYETHYLENE VAPOR BARRIER. JOINTS SEALED WITH TAPE SUPPED BY ACORN, VAPOR R-11 2' EXTRUDED POLYSTYRENE BARRIER MUST BE COVERED WITH Ni GYPSUM • + FOAM AT SLAB EDGE BOARD OR EQUIVALENT FIRE-RATED MATERIAL. 1' EXTRUDED POLYSTYRENE FOAM BETWEEN SLAB AND R-13 UNFACED FIBER GLASS FOUNDATION !UNDER ENTIRE SLAB 2x3 FURRING 3' MIN. SMD OR GRAVEL FILL NOTE: IN UNFINISHED SPACES SUBSTITUTE 6-MIL POLYETHYLENE UNDER FILL R-11 FLAME RESISTANT FOIL-FACED FIBER GLASS FOR R-13 AND POLYETHYLENE 2- EXTRUDp POLYETHYLENE FOAM TO 2 BELOW GRADE SILL SEALER BASEMENT SLAB (R-5.5): 4" SLAB 3'MIN. SAND OR GRAVEL FILL R-5.5 1'EXTRUDED POLYSTYRENE FOAM UNDER ENTIRE SLAB 6-MIL POLYETHYLENE LAPPED TO VAPOR BARRIER IN WALL saNa °�neur'ia'wne�i ra'o u ACORN A DMSON OF DECK HOUSE INC 930 MAIN STREET,ACTON,MASS. ACO N® 01720 51 259-9450© PETER h MERIDETH RUGG FISHERS ISLAND, NY �r D CT SYSTEM ENERGY DATA I DUCT(SIZE AS PER BLDR.) I 0-6-0 MAX. -1-0 FRAME o -O-B DRYWALL DAIS 0-0-B CLEARANCE z7/7/00 JF y WINDOW OR DOOR BEYOND U 6 U SHIPPINGDATE' q A DUCT SOFFIT(SECTION VIEW) CH 2800 SCALE: Y4"-1'-O' JOB NO. PALE NO. # 2781 El_ T 11 I J 1 t O.H.�� 1 j 9-0%7-0 O.H. � I \ _ � I I i 1 / UOOR BY BIOR BY BNR � VL) 1 GARAGE LEVEL i GARAGE LEVEL GARAGE LEVEL L————— — L—— ————————————J L_____ L——————————————————J L—————J LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION FRONT ELEVATION nm No FRAULa wMem II JOISTS AND HEADERS OF FLOOR FRAMING AND RAFTEFS OF ROOF FRAMING SHALL BE-HEM-FIR NO.2 OR BETTER W/A MINMUM Fb OF 850 PS AND E OF 1,700,000 PS (OR EQUIVALENT) J t 5'LAMINATED BEAMS SHALL BE DOUGLAS-FIR WA MINIMUM Fb OF 2400 PSI AND E OF 1,800,000 PSI (OR EQUIVALENT).24F-V5 Y6CIFAIb OF 1000 PS ANDOUGLAS-FIR OF 1,700DD,ODO PS W/A (OR EQUIVALENT). 1Q RETAINING WALL BY EI INFTL AS PER MEE AS REQUIRED BY THE STE CONDITIONS 2Y-0• i 12' BEY 2X12 4S 0 c5 �d Ba Z seArave ww�.Nww G � G1 i�+r�eePra wmrs®s y ACORNACORNA DIVISION OF DECK HOUSE,INC 970 MAIN SRRFEf,ACTON,MASS. ® 01720 A 259-9450© -- --- � � PETER h MERIDETH RUGG 2,12 TRUSS MS 0 48'O/C FlSHERS ISLAND, NY DBL 2.6 DBL 2A6 SILL SILL R r------w------ ------ BOATHOUSE 4'GARAGE SLAB SLOPES Y TOWARD D.H.DOORS i \� i `� j DAIS: 1 I / DOOR BY BUIUDEER �\ I / DDOR BY BQUIIER �\ / 9-0%7-0 O.H. V I 1 9-0 X 7-0 O.H. 7/7/00 JF L 4'SAO I/ VI 1/ �I ------' -- __---------- ___ _ 3AXIO%HOF OVER 1 SHIPPING DAT' CH 2800 JDB N# 2 / 8 I PAGE SECTION K-K FLOOR PLAN i • • �ET� WYNG TRIM: 36-0• DETAIL KELI-1. SP.T.314x7%BM OVER SEED(TRIOR DOOR,INTERIOR TRIM SEE DETAIL BOOKDOOR, PAGES U{17 -------li--I IMNDOW,INTERIOR TRIM: / _ II � SEE DETAIL BOOK PAGES L18-L17 7-0' 6'-0' 7-0' r / .._.._.._. WALL WALLCEILING SUGGESTED Fl SFE DETAIL BOOK PAGES 1.UB-1-48 / %VAC SOFFIT OVER.ACORN TO APPLY LOOSE j i I I >�<'eLPS. BUILDER TO FRAME SOFFIT AS REQUIRED. GMDFENISI SIZED) SEE DETAIL ON ENERGY DATA PAGE \/ON/+ FULLER C REFER TO DETAILED CABINET DRAWINGS FOR 3 FURRING ONFINAL gT(1EN 6:BATH LAYOUT,APPLIANCE!FIXTUREr//�%4 P T. (SEE KI) j .\' I 11 LOCATIONS AND RELATED PARTITIONS B \fI R j 111 B O BUILDER TO LYO�MATERIA S.DETAILS,d LABOR AS REQUIRED PER I 1 m 71 Q3 STEPS TO GRADE AS REQUIRED. BUILDER TO RIPPLY ALL MATERIALS,DETAILS,t LABOR,AS PER OWNER. j •\ 'Q O GUARDRAIL HEIGHT WALL. (SFE M3E) i r F1 L TI QS FACTGRY-BUILT STAIR TO BE 14STAIED PRIOR TO R RA GYPSUM BD.WNL FINISH. (SEE M3) RISER-7%'&TREAD-9%' b j� \'o ©BUILDER TO PROMDE ADEQUATE ACCESS t VENTILATION AS PER LOCAL BUILDING CODES. 0 REQUIRING WNL BY BIRDER. AS PER OWNER AS II REQUIRED BY THE SITE CONDITIONS. 4 II II � E b C m II u y 8 o I 1-R MECHANICAL Hil I g RECREATION D 4 s GARAGE A.18 OVER- ` 9 _ W114E CELLAR CRAWL SPACE 0 r--------� 7 FURNACE AREA V ; AREA MECHANICAL b II �I m N\ 11NE OF DECK O 4'STEP UP 4'STEP LIP 11 11 36'-0' II '� II u I I mxxert s orm u n!E xNnm No xo I I i xxx a xa�u ra xmlx Axa v GARAGE �� P ACORNA DMSION OF DECK HOUSE,INC BUILDER TO APPLY II 930 MAIN STREET,ACTON.MAF. G GYPSUM BD AS c II S B B PER LOCAL CODE II d so m 8 ACORNS 01710 1 259-9450 PETER & MERIDETH RUGG V FISHERS ISLAND, NY N 11 LOWER LEVEL PUN --___ -________________ _�________------------- I I 1 4 OA E A 7 II 7 7P/00 JF N SNIPPING ORIF 9-0 CH 2800 7 DOOR x 7-BY SUMER \� II I 7 LOON BY BUILDER `� I , I ,pB NO. PAGE N0. - H------------- # 2781 1 ----------- - DNDO%FOR OYER 7 32'-0' 12'-0' •-0' EB'-0' 9A•-9' S/ffFW50 RAIL)0 2 INTERIOR DOOR FRAMING k TRIM: SEE DETAIL BOOK PAGES LI-L7 I ` I EXTERIOR DOOR,INTERIOR TRIM: 36'-p• l9'-p• 2p•_p• ip._p. SEE DETAIL BOON PAGES 1.8-1.17 WINDOW,INTERIOR TRIM: SFE DETAIL BOOK PAGES 1.18-1.17 WALL k CE]UNG SUGGESTED FINISH: SEE DETAIL BOO(PAGES 1.79-1.411 1 TG VER 1G OY1R •IHVACBUILDER R.ACORN FRAME TO SOFFIT SUPPLY AS LOOSE EO. FG SEE DETAIL ON ENERGY DATA PAGE 9 DECK 1X6 WALL FRAMING (W/CENT. RAIL) F EXTRA LINE AT EXIFAIOR WALL INDICATES 8 \ LL d 11 FOIL BBUILDER. URETHANE HSULATIOI SUPPLIED kINSTALLED \ FAYILY _ (SEE DETAIL BOUT(PAGE KB) \ I ND G(BY RUM) F _C UNE OF LEWi�'/, N ————— Qi BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR FG OVER FINAL IOTCHEN k BATH LAYOUT,APPLIANCE k FIXTURE _ LOCATIONS,AND RELATED PARTITIONS ©STEPS TO GRADE 1x4 DECKING ON TREADS.(SEE DB) I +� ©STEPS TO GRADE AS REWIRED. BUILDER TO SUPPLY ALL MATERIALS,DETAILS,k LABOR,AS PER OWNER. I� lEr4E 04 STEPS TO GARAGE AS REWIRED BY BUILDER jj = DINING a B QI6'WERE SHELF OVER. B ©FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO I II GYPSUM BD.WALL FINISH. (SEE M7) RISER=AE',TREAD.9N' OW I Q CAPPED WALL. (SEE L46) OO____. _ 2- - 34f 3 ®OLIARDRAIL HEIGHT WNL (SEF M7E) E5 BY M 09 PREFABRICATED FIREPLACE AND HEARTH BY BUILDER AS ,9 �,OVER I Z—LINE OF LEVEL OWER PER OWNER. BUILDER TO INSTALL PER MANUFACTURERS GABUIRAGE APPLY KITCHEN m I n m •-R• INSTRUCTIONS AND LOCAL CODES. GYPSUM 0p AS N,N Y 01 O OO ATTIC ACCESS 111CATI0N PER OWNER. DETAILS PER LOCAL CODE q1. lacy 0 MATERIALS,AND LABOR BY NDR AS PER LOCK CODA p I ' O 7 (MINIMUM 22'x70') xo 1 I 11 7)1.12 PINE SHELVES WITH CENTENNIAL TRIM. REF I (SEE DETAIL TSTA IN THE DEWL BOO() ---- ------- LIVING ©TIB AM PLATFORM SZE PER OWNER ALL DETAILS, 7NX10%BM u >< a MATERIALS AND LABOR BY BUILDER. BUILDER TO N / OVIIt 4n of © I 11 0 __ — 9 NB IS ACESSTO MECHARIC&S IF TIAORS WHIRLPOOL TYPE m INDI ATED f0'WLY COL. I II ----- ,�p5 � • 6-0 m Ig /jyD1N BM IN I .+ N n ©10'FIBERGLASS COLUMN W/CAP k BASE ©I II VVV '-��,II m I 9 i i S I I I (SEE DETAIL s45 N THE OE NL 800) ------x----- ------ --- -----ix------i ` II ENTRY Rz a i --- I \ I II ®I II II ODOR BY BUILDER\ I I / DOOR BY BUILDER\� I 1 / DOOR BY BUILDER / 9-0 X 7-0 O.H. `, j 9-0 X 7-0 O.H. 9-0 X 7-0 O.H. PORCH ` I A IN ] O b SINK II n 1 _ 11 CENT. RAIL) _ Ii _____________ - --------- - - 3MXlON HDR OVER — — ---— --------- ----- - — ------ ---- 3N%13H BM �— p OVER 111 111 IN III III IA G IIo, IL — COLLAR TES OVER § STUDY m.nx°°�. Qare N.a aw r:Ira v rd alelr Iv xna Axa v ----------------� 4 ACORNA DIVISION OF DECK HOUSE,INC MASTER BEDROOM — ACORN® oii2o�"�''�0N• epi '259-9450© m PETER k MERIDETH RUGG B 7 ni in III B FISHERS ISLAND, NY 0 © III III IR 7 Nd I .1 11 n oH BM/^ 1 OOVERENTRY LEVEL PLAN O \ I IRF \ II DATE - - --> > II 7/7/00 X m n m ' nO II o SNIPPING DALE A O /'� ® � W.I.0 II o ;� CH 2800 II Q 11 JOB N0. PAGE NO. ss•-N• 12._p. .b. # 2781 2 ze•-p• M'4 INTERIOR DOOR FRAMING k TRIM: SEE DETAIL BOON PAGES LI-L7 Jr_p NW-s, 2Ud EXTERIOR DOOR,INTERIOR TRIM: m'd Ip_y SEE DETAIL BOOK PAGES LB-1.17 WINDOW,INTERIOR TRIM: Td Kd rd SEE DETAIL BOOK PAGES LIB-L27 WALL k CORING SUGGESTED FINISH: SEE DETAIL BOO(PAGES 1.39448 N m O O \- "HVAC SOFFIT OVER.ACORN TO SUPPLY LOOSE o {" 2l3'S. BULGER TO FRAME SOFFIT AS REQUIRED. SEE DETAIL ON ENERGY DATA PAGE I I I j F 11 I 11 B I I I I EXTRA UNE AT EXTERIOR WALL INDICATES I I B FOE FACED URETHANE INSULATION SUPPUED I I I I I INSTALLED BY P . (SEE DETAIL BOOK PAGE KB) I I I I b I I 1 1 INDICATES STRAPPING(BY BUILDER) .................._.._.._.. 1 j r _.._._ _.._.._.._.._.._.._...� �.._.._..-.._..-.._.._. .._ TO TO AILED CABINET AWINGS hq 34XIS BM OVER © OFINAL EKITCHEN&BATHLAYOUT,APPLIANCER&FIXTURER LOCATIONS,AND RELATED PARTITIONS o I ® ®HANORAL HOT WALL(SEE M4) BEDROOM #4 " III NI 111 ©GUARDRAIL HEIGHT WALL. (SEE MSE) 12 ____ I OLB III NI 111 --� UNE OF TRAY CLIC 11 jii NI 111 04 ATTIC ACCESS: LOCATION PER OWNER. DETAILS, E O Qj m I,. BEDROOM ?2 MATERIALS-AND LABOR BY BLOR AS PER LOCAL CODES. C q_WL S < (MINMUM 22130') B 7 II I-rr—_---_---_—_—_ § E I 50 FACTtlEY-BUILT STAND TO BE INSTALLED PRIOR TO GYPSUM 90.WALL FINISH. (SFE M3) rdI I I I 2-8Ri� ni 11 iii RISER=71Y,TREAD=III II L---� / ©4'SPIRAL STAIR k RAL BUILDER TO SUPPLY ALL ROOF BELLOW 3L NX 3K BY IN CLG 2-BL 11 I DBL 2X4 COU R2 TIES OVER MATERIALS,DETAILS,k LABOR,AS PER OMER {Y I I g 4p 1 I bS I I e D II 2-111? II I I II � II § § PEDROOM #3 UOMR - !ICD OF ® i it m iI READING n ! ! c II iI II i I I II II I I � 11 xsl usI lnT xv trd ROOF BELOW Iles 2165 ROOF BELOW �d m'd Yd rd fd {'d iuna W m—w mamm a w E ACORNA DNISION OF DECK MME,INC c d B ` 930 MAIN SIREEE,ACTON,YASS. ACORN® 01720 I 259-9450PETER k © B B FISHERS ISLAND, NYRUGG \Z-/ 7 ROOF BELOW UPPER LEVEL PLAN 1/4'-i'-0" DATF' 7/7/00 X v� SHIPMC OATS } s CH 2800 T J=ET NO. PAW N. w e{'d rd # 2781 3 te'd INTERIOR DOOR FRAMING t TRIM: SEE DETAIL BOLI(PAGES L1-L7 EXTERIOR DOOR,INTERIOR TRW: -W IRd SEE DETAIL BOOK PAGES LB-L17 WINDOW.INTERIOR TRIM: SEE DETAIL SOM PAGES LI"7 WNL t CEILING SUGGESTED FINISH: BE DETAIL BOOK PAGES L39-LIB O O �2x C BUILDER TO FRAME SOFFIT SOFFIT M ACORN TO PLYRLOM ED. / IAS \ / I SEE DETAIL ON ENERGY DATA PAGE S6RFFWF 14 BO'RCH � EKIRA LINE AT D ERN WALL INDICATES FOIL FACED URETHANE INSULATION SUPPLE) f I &INSTALLED BY BUILDER. (SEE OEFAIL BOOK PAGE KB) I Rro` ICATES STRAPPING(BY BUILDER) I I II I I I Ij Q1 STEPS TO GRADE AS REWIRED. BUILDER TO SUPPLY ALL II MATERIALS,DETAILS,t LABOR,AS PER OWNER TO VER 7G ONf.A ©4'SPIRAL STAR. BUILDER TO SUPPLY ALL /� MATERIALS DETAILS,t LABOR AS PER OWNER 3-0 FD s 366WG -1- \ I / (W�DECK L) \\ FAMILY / Dig -----\------ - — 111 6'St I FC 014R�� I � I i I I II I II I I I II DINING i I I i n n Y L HANDRAIL HCT WALL � I BELOW DW100 LOFT 7 1 KITCHEN O O i j ROOF BELOW >As1 GWSI uS1 I I d I 1G-C SCREEN PORCH PLAN LOFT PLAN ACORNA DIVISION OF DECK HOUSF,INC 900"N STREET,ACTON,NA55. ACO N& 01720 81 259-9450© PETER k MERIDE H RUGG FISHERS ISLAND, NY SCREEN PORCH &LOFT PLANS 1/4'-1'-0' DAM 7/7/00 JF SNIPPING DATE; CH 2800 JW NO. PAGE NQ # 2781 1 4 © =WINDOW MTH MINIMUTA NET CFM OPENING MEEAI RUES M CHASE OF 5.7 SWARE FT(24'Nx20 W MIN.) TOP BY BUILDER © =WINDOW MEN TEMPERED GLASS z'z4'Woad NOTE "FLASHBAND" FOIL FACED, ASPHALT 5/4v5N TRI fir SURROUND TAPE TO BE APPLIED TO ALL VERTICAL AN 3 HORIZONTAL WINDOW AND DOOR MULLIONS METAL FLUES E CHASE PRIOR TO TRIM. TOP BY BUILDER - LOOSE 5/4'x3%'CEDAR TRIM PROVIDED BY ACORN FOR WINDOW SIDES Y HEAD. M14'x3N'TRIM PROVIDED FIXE LOFT LEVEL 9LLS.BUILDER TO TRIM WINDOWS AS REWIRED. _ E STEPS TO GRADE AS REWIRED. BUILDER TO SUPPLY ALL / MATERIALS,DETAILS,&LABOR,AS PER OWNER. - 02 ACORN TO SUPPLY WALL PANEL WITH ROUGH OPENING. / BUILDER TO INSTALL SLIDING GLASS DOOR, UPPER LEVEL 0 ACORN TO SUPPLY PANELS FOR(3)SIDES, i BUILDER TO FRAME k SHEATHE REAR OF SURROUND W/STOCK LENGTH MATERIALS PROVIDED. SCREEN P (j)STEPS TO DE 1.4 DECKING ON P.T.2x4 TREAD FRAME. (SFE ) BUILDER TO INSTALL SCREENING d SCREEN TRIM.AFTER APPLICATION OF SIDING AND REGULAR TRIM. SEE DETAIL BOON,SCREEN PORCH SECTION FOR INSTALLATION. 1 ____ - _. ______ _____ LEVEL - / 4 GARAGE LEVEL AIRRWWNO 1 - .. JI REAR ELEVATION 1 I ----- --------__-_-LOWER LEVEL METAL FLUES!CHASE / TOP BY RUINER LOFT LEVEL 5/4+5%TRI 2X5'MOW SURROUND - i UPPER LEVEL - I11L. _ v�xensonmvw¢awo,n e,Ew E W6T 1181 EIIM IV p119119®V ACORNA DIVISION OF DECK HOUSE,INC 930 WIN SWEET, MASS S. 781 259-94500 PETER & MERIDETH RUGG FISHERS ISLAND, NY ENTRY LEVEL I._ REAR & RIGHT ELEVATIONS L _ __________ GARAGE LEVEL DATE 7/7/00 JF L--------------- --T SHIPPING DATE- LOWER LOWER LEVEL I CFI 2800 L-1------------------ I -----------------I--------------�---------LJI JOB NO. PAGE NO. LEFT ELEVATION # 2781 6 ID'd rb. fry 3RX10%BM W/ CANT STRIP g 2X12 RAFTERS 0 yD OR S 0 GALT 5"RWM W/ c 4 ` COLLAR DBL 2X4 L 048'0C 0 3{yXION, 12' u DS 0 24'0/C + si W/CANT STRIP i W/ •PLY IY IYd � FLOOR IRUSSS 019.2 O/C '� u 019. 0 DAL 2X6 I 31tX10N BM 4 P.T.SILL 3MXIOtS BY 16•-0• DBL 2%fi GARAGE 14.-0. P.T.SILL i GYPSUM i0 I LY I �'�•�— ff-0• GYPSUM W AS BUILDER TO APPLY b PER LOCAL COOS. � � GYPSUM BO AS T q PER LOCAL CODE a b L WER LEVEL SAB 4'GARAGE SLAB SLOPES 4'GARAGE SLAB SLOPES2'TOWARDS ON.ODORS LOWER LEVEL SAB 2'GARAGES O.H.WARS SECTION A—A OIL 2x8 P.T.SILL DBL 2>N SECTION B—B P.T.SILL . L .� , L tY-r 4'-0' S-0• 5d 5-0• Yd Ir-v OF RIDGE Y-e' 1Y-0• 1r-a AM AND RLAMN I_U�+,e.,.�. JOISTS AND HEADERS LL FLOOR FRAMING AND RAFTERS OF ROOF FRAYING SHALL BE-HAND E F 12 OR DOPIER 31iX131!BMW (OR EOUIVALD T)6850 PSI AND E OF 1,300,000 P9 0X12 O/C RIDGE DAG / 1 It 5'LAMINATED BEAMS SHALL BE DOUGLAS-FR 024 0/C BLDR TO SCAB RAFTERS (OIt•EWIVALENT).24MINIMUM Fb OFFb P9 ANO E OF 1,800,000 PS --W/-N�L4'-a•-11±44' BLDR.TO SCAB RAFTERS W/ 4x-BEAMS SHALL BE DOUGLAS-FR LARCH N0.1 W/A (ONE SDE ONLY) (ONELY 010NLh• (INT DINEOUFbLEF 1000 PSI AND E OF 1,704000 P9 2%1'S•18'0/C 7Y DECK FRAMING LUBBER GRADE: 315X19N IP W/ JOISTS AND HEADERS OF DEO(FRAMING SHALL BE 3Nx1T S RN 3150 N B aK---- CANT STRIP p 3 1015 BY W/CANT STRIP W/CANT R ______ 2X4' 18' I-2X12 RAFTERS 0 PRESSURE D.2TRE1 TED A L.25 OCA. Po OF 120p PS(FOR�SW j 2x12 RF TRS 0 24'O/C L n .2 4 RAFTERS 3 OK BM 124'A/C AND E OF 1,400 P9 OR EQUIVALENT. (FOR ) G L l j = a12' 1O HANDRAIL HEIGHT WALL, (SEE M4) — - /_ - 1 a 8 Ti' Q GUARDRAIL HEIGHT WALL. (SE M3E) m ©FACTORY-BUILT STAR TO BE INSTALLED PRIOR TO GYPSUM BD.WALL FINISH. $SE AL3) j FLOOR TRUSSES R IIHU$SS 019.2 RW-R .7W 0 TREAD.9% j 0 24'O FLOOR TRUSSES —.—_— 0 IRU 0 4 2 /D 0 24'A/C 3WDl4 ON BY JNxfON 811 J1dI0N MUM s na o,wo r xe v r DUCT SOFFIT 3NX10Ye _ c��1e'� �uml,ssx v GARAGE r_,1n• r r I au ACORNA DIMON of i BURLGER TO APPLY Y-la Ip• t-,1/Y r-w I/a• 15-0• 7 EEO(I10IISE.INC j GYPSUM BO AS S - Y-O• il'-,in• a _ ACORN® 930 WIN STREET.ACTON.MASS. PER LOLL CODE n ti n le'-D• 017 1 759-9450© _ PETER k IWERIDETH RUGG I 4'GARAGE GOAD SLOPES m FISHERS ISLAND, NY j 2'TOWARDS O.H.DOORS i FL U 019. I 4•SLAB aSEC11ONS A—A, B—B, C—C, k D—D DBL 2x8 L 2xS OB - FL U 1, 0 P.T.SLL ,, 3Nx10Vi B b I 4'-0• 375X1015 BM Ird 00, 6 _ 3NXIDN BMSILL 31LX10T4 B4 DATE- T�4•eT•-Q• .T . W/P.T.R2riING SI e IY-J 1/1• 7/'//QQ ,F (SFE Xi) SHIPPING DATE- SECTIO ATESECTION C—C 4,SA - 4'SLAB CH 2800 P� SECTION D—D DBL 211Bxallo. P.T.SILL PAGE NO. # 2781 7 ,ra W_E 4•a I/r ,r-e I/r i 3Nx1D%BM W/ RIDGE CAP 2%6'5 O 24'0/C 12' 2XI RAF7EA5 O 00/0 PLY 8 N' 24'0/C --- 3%x10% M W/ IG-o' IBd 2x1O'S•240/C CANT W/N'PLY Ma I L 3� 1011 M c x I2. COLLAR TES 2x12'S S S e C 0 V0C P /FL U 01 1 3 DUCT SOFFIT 3%x13H,BM s a >n'-7 IW-O' CENTENNIAL DECK RAIL '7-NOT SHOWN FL •19.2 FLOOR 0 19.2 0 \ RA FFR 9. 0 oBL 2x6 — P.T.SILL %x10%BM DBL fx6 �—MU7% tW-]IA' a-e Irr P.T.SILL P.T.B4 y N 3 b 4'SUB OBL 2x6 ,!, PT SILL SECTION E-E ��� ` SLAB SECTION F-F RmIAND FRwrINcwmIMADE JOISTS AND HEADERS OF FOOR AD RAFTERS OF ROOF FRAMING SHALL BE-HEMFRAMFlRHNG NO.2 OR BETTER WA MINIMUM Fb OF 850 PSI AND E OF 1,300,000 PS (R EQUIVALENT) 3N k 5'LAMINATED BEAMS SHALL BE DOUGLAS-FIR W/A MINIMUM Fb OF 2400 PS AND E OF 1,800,000 PSI ir-C Ir-tl' (OR EQIVALUM.24F-VB 4x-BEAMS SHALL BE DOUGLAS-FIR LARCH No.1 W/A MINIMUM Fb OF 1000 PS AND E OF 1,7MODO PS i (OR EQUIVALENT). IOn FRAMING;UAW CRIME:�1\ JOISTS AND HEADERS OF DECK FRAMING SHALL BE FUTURE GA A GE PRESSURE TREATED r 25 (SHOWN DA�Ai�ED) PINE NO 2 W/A MINIMUM OF 1200 PSKDAT TM(FOR ERN�$) AND E OF 1,400,000 PSI OR EQUIVALENT. ` y07 HANDRAIL HEIGHT WALL (SET:M4) 2X12'S40 24B 0 C S H r ©GUARDRAIL HEIGHT WALL (51I M7E) Q FACTORY-BUILT STAIR TO BE/INSTALLED PRIOR TO 811' I GYPSUM 00.WALL FINISH. SSEE M3) I RISER:711't TREAD.9% I II •aw�wrsax�awH a�msxa is Av a ans ,a xalal,ssxa 1R O 4' C ACORNA DIVISION OF DECK HOUSE, INC ACORN® 930 MAIN STREET,ACTON,MASS. 3%%1011 BMS—] 1 259-945D0 PETER k MERIDETH RUGG FISHERS ISLAND, NY s a GARAGE SECTIONS E—E, F—F, h:G—G::] BALDER TO APPLY GYPSUM BD AS PER LOCAL CODE DAAISTE- 4'SAB 4'GARAGE SLAB SLOPES 2'TOWARDS O.H.DOORS � 7/7/00 JF SHIPPING DATE- SECTION ATESECTION G-G CH 2800 JOB N4 PAGE NO. # 2781 $ DIMENSIONS: WINDOWS: WINDOW DESIGNATIONS GENERAL SPECIFICATIONS ACORN USES A 4'x4' REFERENCE GRID. DIMENSIONS A AWNING WINDOW ALWAYS OVERRULE APPARENT GRID-LINE RELATIONSHIPS FG FIXED GLASS IF THE TWO DISAGREE TG TRAPEZOIDAL FIXED GLASS WALL PANELS • 2x4'S 16" O/C THE DIMENSIONS ARE EXPRESSED IN A THREE-PART FG 2953 (ANGULAR GABLE GLASS) NUMBER SYSTEM, REPRESENTING, FEET, INCHES, AND SIXTEENTHS: FIXED CASEMENT 2841 36" HEIGHT WINDOW SIDING AR SHINGL S- O—S-12 GLASS WINDOW 5" EXPOSURE PLAN VIEW 2953 48" HEIGHT WINDOW • PELLA DESIGNER SERIES- FEET __")O-8F12 ' SIXTEENTHS 2965 60" HEIGHT WINDOW SLIDING GLASS DOORS PROVIDE OPENINGS FOR SMART SASH ILL W/0 DGP INCHES FG/A FIXED GLASS OVER AWNING EMERGENCY ESCAPE AS WINDOWS • CASEMENTS & AWNINGS. PETER & MEREDITH R U G G RESIDENCE NI STATE BUILDING CODE REQUIRED BY PARL 7140E PELLA DESIGNER SERIES- THE DIMENSIONS 10-8-12, FOR EXAMPLE, REPRESENTS 10 FEET, 8 INCHES, AND 12 SIXTEENTHS, OR 10'-83'4 SMART SASH III W/0 DGP OPERABLE WINDOWS ARE FIXED GLASS: MOST MATERIALS SUPPLIED ARE CUT TO EXACT LENGTHS, DISTINGUISHED FROM FIXED GLASS PELLA CLAD FRAME WHICH ARE DESIGNATED BY USE OF THE THREE-PART BY BROKEN DIAGONAL LINES. THE FRENCH DOORS • PELLA DESIGNER SERIES- DIMENSION SYSTEM. SOME MATERIALS, SUCH AS FOUNDATION � SIDE HINGED SIDE OF THE CASEMENT ISION"FROMS SMART SASH IN W/O GOP SILLS, ARE SUPPLIED AS STOCK LENGTHS FOR FIELD CUTTING ON THE VERTICAL EDGE WHERE THESE • ACORN MAHOGANY FOUR PANEL BY BUILDER, AND ARE GIVEN FULL FOOTAGE DESIGNATIONS: i LINES MEET. DESIGNATIONS $p AMIN1111 W4 FOUNDAnO LOCATIDM VMVEY ENTRY DOOR DOOR W/ MAHOGANY JAMBS $-O-O - CUT TO EXACT LENGTH BY ACORN OE = WINDOW WITH EGRESS OPENING A R C H I T E C T U R A LS ROOF SHINGLES • ELK PRESTIQUE I $- ----- STOCK LENGTH FOR FIELD CUT BY BUILDER MA7<BF�APPR011EfA. ELEVATION VIEW TE = WINDOW WITH TEMPERED GLASS AN ARROW IS A DIMENSION TO THE FACE OF AN ELEMENT. SOFFITS • 1x6 T&G INLAND RED CEDAR SLABS AND FLOOR DECKS MEASURE TO THE SLAB OR SHEATHING CASEMENTS WITH EGRESS OPENING HAVE A NET CLEAR El - ENERGY DATA SUB-FLOOR SURFACE. EXTERIOR WALLS ARE DIMENSIONED TO OPENING WIDTH OF 2EGs" AND OPEN AREA OF E CL A PROVIDE SMOKE-DETECTING EXTERIOR BALCONY RAIL • CENTENNIAL THE EXTERIOR STUD FACE. (WHICH IS THE MODLUE LINE) WITH A MAXIMUM SILL HEIGHT OF 43Ya". ALARM DEVICES G1 - BOAT HOUSE AS TO PART.721.1 HAND DRAWN COMPUTER DRAWN DOORS: ARROW GRAPHIC ARROW GRAPHIC DOOR DESIGNATIONS 1 N.Y.S BUILDING CODE. N • ROOF & SUPPORT FOUNDATION PLAN INTERIORSTAIRS • OAK TREADS. FIR RISERS, & PINE ��-HINGE SIDE SL SLIDING DOOR STRINGERS A CIRCLE IS A DIMENSION TO THE CENTER LINE OF AN mom` PD CENTER HINGE PATIO DOOR ELEMENT. (INTERIOR PARTITIONS ARE NORMALLY DIMENSIONED INCHES - FOUNDATION DETAILS STAIR RAILS 1W WALL W/ OAK CAP TO THIER CENTER LINE). r7`� FEET FD FRENCH DOOR UNDERWRM CERRFIGIE SHAPED HANDRAIL INTERIOR ONLY ON BE BI-FOLD INTERIOR DOOR HAND DRAWN COMPUTER DRAWN 1 B - FOUNDATION DETAILS .- EXTERIOR PINT POCKET INTERIOR DOOR CENTERLINE CENTERLINE WALLS INTERIORI • Yz WALL WITH OAK CAP DBL DOUBLE DOOR - LOWER LEVEL PLAN SC SOLID CORE INTERIOR DOOR SYMBOLS: OCCUPANCY OR INTERIOR TRIM • CENTENNIAL THE DETAIL BOOK HAS INFORMATION CRITICAL TO THE EXTERIOR PLAN VIEW 3 - ENTRY LEVEL PLAN USE IS UNLAWFUL INTERIOR PASSAGE DOORS - PRIMANEL ED SOLINE F CORE W/ CORRECT ASSEMBLY OF AN ACORN BUILDING. THE APPLICABLE AME DETAILS ARE INDICATED BY SYMBOLS ON THE DRAWINGS, AS ABBREVIATIONS: 4. WITHOUT CERTIFICATE DESCRIBED BELOW: - UPPER LEVEL PLAN INTERIOR DOOR HARDWARE • BALL KNOB, POLISHED BRASS DETAIL INDICATOROF OCCUPANC DETAIL TO BE FOUND A -AWNING M -MILLED IN THE DETAIL BOOK 1 - BAL -BALUSTER M 0-9-4-MILLED TO 91/4" - SCREEN PORCH & BELVEDERE PLANS PRIMED FINGER JOINTED A9 PAGE # IN DETAIL BC BROOM CLOSET MAX. -MAXIMUM EXTERIOR TRIM INLAND RED CEDAR DELETE DETAIL BOOK SECTION BOOK WHERE SHOWN BD. -BOARD MIN. -MINIMUM C CORNER BOARDS BE -BI-FOLD DOOR MOD. -MODIFIED V - FRONT & RIGHT ELEVATIONS NOTE: IF A DETAIL PAGE # BEGINS WITH A LETTER. BLDG. -BUILDING N.I.C. -NOT IN CONTRACT COASTAL HARDWARE GALVANIZED STEEL TIE DOWNS THEN IT IS FOUND IN THE DETAIL BOOK BLDR. -BUILDER NO. -NUMBER AT RAFTERS BM. -BEAM N.T.S -NOT TO SCALE - REAR & LEFT ELEVATIONS OTHER ADDITIONAL DETAILS THAT ARE UNIQUE TO A BUILDING C -CLOTHES CLOSET 0/C -ON CENTER Beopper tubing is used (PRE-APPROVED BY DECK HOUSE, INC.) ARE INDICATED AS BELOW: CANT -CANTILEVER PG. -PAGE 8 - SECTIONS A-A, B-B, C-C, & D-D for water distributing RIGID FOAM 0 2X4 WALLS • ACORN TO PROVIDE 1'4"X211/a' JAMB �� �� DETAIL INDICATOR CLG. -CEILING PINT. -POCKET System;piping shell be EXTENDERS DETAIL TO BE FOUND CONC. -CONCRETE PLY -PLYWOOD 9 - SECTIONS E-E, F-F, & G-G gtypes Kar Ltxl • RIGID FOAM INSULATION ON THE SET OF PLANS 9 PAGE # IN DRAWINGS CONT. -CONTINUOUS P,T -PRESSURE TREATED PROVIDED BY BUILDER WHERE SHOWN :SMT. -CASEMENT RB -RIDGE BEAM C.T. -COLLAR TIE I REF -REFRIDGERATOR CRAWL SPACE • 1x3 STRAPPING & TYUEK SECTION INDICATOR D -CLOTHES DRYER REQ'D. -REQUIRED CROSS SECTION q DBL. -DOUBLE I REV. -REVISED, REVERSE THRU HOUSE PAGE # IN DRAWINGS D.F. -DOUGLAS FIR RD -ROUGH OPENING WHERE SHOWN DR -DOOR S.C. -SOLID CORE E -EGRESS, EXPOSED I S.G.D. -SLIDING GLASS MOOR EL. -ELEVATION HEIGHT SGL. -SINGLE NOTE FOUND =___= BEAM ABOVE ELEV. -ELEVATION SIM. -SIMILAR PROVIDE ah NR.FIRE ELSEWHERE ON PAGE (VIEW OF BUILDING) SL -SLIDING DOOR PLUMBINGA$NOTED EXP -EXPOSED SP -SWING PATIO JI SEPARATION 10 T ZQ� , 733 CLOTHES CLOSET BEARING PARTITION PART.'717.3(11) (1) OF &WATER LINE WASTE oA /,� © DBL. TOP PLATE EXT. -EXTERIOR SPECS -SPECIFICATIONS 6WG WATER NEED 9y (1 SHELF) ( ) N.Y. STATE BUILDING CODE TESTING BEFORE COVERING F1P �D— FD -FRENCH DOOR SPL -SPECIAL NOTI BUILDING OEPA A © LINEN CLOSET CAPPED OAK CAP) FG -FIXED GLASS SY SYS -SYSTEM 785.1802 S AM TO 4 P F R THE (5 SHELVES) ( FNDN. -FOUNDATION TE -TEMPERED FOLLOWING INSPECTIONS: F.O. -FRAME OPENING T&G -TONGUE & GROOVE PROVIDE ANTI-SCALD AND/OR L FOUNDATION • TWO REQUIRED © PANTRY CLOSET SUPPLY HVAC DUCT T FOR POURED CONCRETE (5 SHELVES) FP -FIRE PLACE G -TRAPEZOIDAL GLASS THERMAL SHOCK PREVENTING , P. ROUGH - FRAMING A PLUMBING FTG. -FOOTING TOL. -TOLERANCE DEVICES AS TO PART902.6(K) %gDA� S. INSULATION ® BROOM CLOSET RETURN HVAC DUCT GL. -GLASS TYP -TYPICAL Sze`..- :,C%Yj 4 FINAL • CONSTRUCTION MUST (2 SHELVES) GYP BD. -GYPSUM BOARD VERT. -VERTICAL N.Y. STATE BUILDING CODE. �,�. ;P(swEWy T�, BE COMPLETE FOR C.O. CONCRETE FILLED DUCT SOFFIT OVER. HDR. -HEADER V.0. -VERTICAL GRAIN ur�`l pp 2jo �� ALL CONSTRUCTION SHALL MEET ® LALLY COLUMN ACORN SUPPLIES HCR. -HANGER W -CLOTHES WASHER �- °}• " * T EOUIREMENTS OF THE N.Y. LOOSE 2xSS HOT. -HEIGHT W/ -WITH Pe m (4P �, TATE CONSTRUCTION A ENERGY ELEVATE HEATING DES. NOT RESPONSIBLE FOR ® 4x4 ,WOOD POST BUILDER TO FRAME HORZ. -HORIZONTAL W/D -WASHER OVER DRYER APPLIANCES IS-AS �'j. 023459 @ )(.CMIGN OR CONSTRUCTION ERRORS (31/2"X31/2") INT. -INTERIOR WH -WATER HEATER REQUIRED BY PART. 4 v�� Z 31/8"x61/4" JST. -JOIST W/0 -WITHOUT 717.3 (e)(4) OF �OFYVr ® LAMINATED POST LAM. -LAMINATED � R.Y. STATE BUILDING CODE. �, FLOOR AND FRAIIING LIINEER GRADED ��.` A c DRIO F TH chum ON THERE RMEN P AND IO USE MAY BE M40E OF THEM WI1HOIrt PRIOR WRRIEN PERMISSION IF JQSTS AND HEADERS OF FLOOR FRAMING ALL ELECTRICAL DEVICES INSTALLED AND WORK A DIVISION OF DECK HOUSE, INC AND RAFTERS OF ROOF FRAMING SHALL PERFORMED SHALL BE IN COMPLIANCE WITH BE HEM-FIR NO 2 OR BETTER W/ A MINIMUM FU OF 850 PSI AND E of THE 1987 EDITION OF THE NATIONAL ELECTRICAL PLUMBER CERTIFICATION 8 1,300,000 PSI (OR EQUIVALENT) CODE AND WITH ARTICLE 9 OF THE STATE OF ON LEAD CONTENT BEFORE ACORN® 01720 781 259-9450 © aro• LAMINATED REAMS SHALL BE NEW YORK CODES, RULES AND REGULATIONS. IVEATIFlCATE OF OCCUPANCY PETER & MEREDITH RUGG DOUGLAS—FIR WITH A MINIMUM Fb OF ALL PLUMBING DEVICES INSTALLED AND WORK SOLDER USED IN WATER FISHERS ISLAND, NY 2400 PSI AND E OF 1,800,00 PSI PERFORMED SHALL BE IN COMPLIANCE WITH (OR EQUIVALENT) 24F-VB ARTICLE 11 OF THE STATE OF NEW YORK CODES, SUPPLY SYSTEM CANNOT 4,_ BEAMS SHALL BE DOUGLAS RULES AND REGULATIONS EXCEED 2/10 OF 1%LEAD. FIR-LARCH NO. 1 WITH A MINIMUM FO OF 1000 PSI AND E F 1,]00,000 EQUIVALENT) PSI INDEX THE�A,RCHITECT'S SEAL ON DRAWINGS NUMBERED DECK FRAMING LUMBER GRADE: ETGGI11,,1A,1B 2-9__COVERS THE PLANS AS DRAWN FOR BUILDING COMPONENTS SUPPLIED BY JOISTS AND HEADERS OF DECK FRAMING SHALL BE PRESSURE TREATED 1.25 CCA. ACORN STRUCTURES, INC THESE HAVE BEEN KDAT1 SOUTHERN YELLOW PINE NO 2/W A CHECKED FOR STRUCTURAL SOUNDNESS AND DATE MINIMUM FE OF 1200 (FOR WHS) PSI AND E OF COMPLIANCE WITH THE DESIGN CRITERIA OF THE 7/7/00 JF 1,400,000 PSI OR EQUIVALENT NEW YORK STATE BUILDING CODE 8/23/00 LL FOUNDATION, SITE WORK, MECHANICAL, ELECTRICAL 9/18/00 JF DESIGN LOADS: AND BUILDING ITEMS SUPPLIED LOCALLY WILL BE 9/25/00 JF SPECIFIED SEPARATELY FOR THE APPROVAL OF TYPE LIVE LOAD DEAD LOAD LOCAL AU"HORITIES SHIPPING DATE: GROUND SNOW 35 PSF --- THE ARCHTECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, H2800 Q v 0 O ROOF 35 PSF 15 PSF SEQUENCES OR PROCEDURES, OR FOR SAFETY FLOOR: LIVING 40 PSF 10 PSF PRECAUTIONS AND PROGRAMS IN CONNECTION WITH ANYWORK DONE PURSUANT TO THESE PLANS SLEEPING 30 PSF 10 PSF AND/OR ;PECIFICAHONS. JOB NO PAGE N0, ATTIC1 20 PSF 10 PSF ^/ 7 Q WALLS --- 8 PSF # L / 8 1 INSULATION STANDARDS ENERGY CONSERVATION DATA HVAC RECOMMENDATIONS (SEE SECTION "K" IN THE DETAIL BOOK) MECcheck INSPECTION CHECKLIST ALTHOUGH DUCT SIZES, REGISTER LOCATIONS, AND HVAC SYSTEM DESIGN ARE THE SOLE 1995 CABO Model Energy Code RESPONSIBILITY OF THE HVAC CONTRACTOR. MECcheck Software Version 2. 07 Release 4 THE FOLLOWING RECOMMENDATIONS SHOULD DATE 9-19-2000 HELP MAXIMIZE SYSTEM PERFORMANCE IN RIDGE VENT I AN ACORN HOME. (NET FREE AREA= 17 IN 2 /LF) MECcheck COMPLIANCE REPORT I BldgI STANDARD ROOF (R-314). 1995 ca➢D Madel Energy Inde 1 Permit # 1 Dept. I PLAN SYMBOLS MECcheck Software Version 2. 07 Release 4 I I Use I ROOFING Checked by/➢ate I I CEILINGS SUPPLY DUCT SUGGESTED LOCATION RAFTER VENT NOTCHES FELT UNDERLAYMENT I-----------------I [ I I 1. R-30 CITYi Dobbs Ferry I Comments/Location ___ ___ RETURN DUCT SUGGESTED LOCATION 5/s" PLY SHEATHING STATD New rk SKYLIGHT (R-3.33): HOT: 5199• ACORN VENT SPACERS GLASS CONSTRUCTION Single Family 1 W1. -- DUCT SOFFIT OVER. MAXIMUM • Wood Frame, 16' D. C. , R-13 + R-5. 5 � ROUGH OPENING DEPTH 8" LOW-E ARGON-FILLED TEMPERED DATER 9-19-2000 1 Comments/Location----------------------------------------------- __ SEE DETAIL "A" THIS PAGE. SAFETY LAM. INSULATING GLASS ATTIC -,--I" DATE OF PLANS: 9/18/00 1 BASEMENT wpLLs: FLOOR 5-MIL POLYETHYLENE EQUIPMENT SIZING PROJECT INFORMATIDN: C 7 I 1. Cans 8. 5' ht/7. 5' bg/8. 5' insul, R-13 interior cavity • + I Comments/Location----------------------------------------------- 1. MAXIMUM TEMPERATURE RISE THROUGH /z GYPSUM BOARD PETER & MEREDITH RUGG \ PRE-CUT FOAM BLOCKS FISHERS ISLAND, NY FURNACE: GIST. OR SCH CFM/TON. HELD TIGHT TO SHEATHING VENT PASSAGE 1 WINDOWS1. AND GLASS DOORS 2. SUPPLY REGISTER DISCHARGE (NET FREE AREA= 8.4 IN. LF COMPANY INFORMATION;INC; [ ] I 1. U-value: 0. 4 VELOCITIES: 500 FPM MAXIMUM. / ) ACORN/DECK HOUSE I . I Far windows without labeled U-values, describe features, 930 MAIN STREET I # Panes____ Frame Type------------ Thermal Break? [ 7 Yes L 7 No 3. RETURN GRILLE AIR VELOCITIES: 6-MIL POLYETHYLENE: ACTON,MA 01720 1 Comments/Location----------------------------------------------- 450 FPM MAXIMUM. JOINTS SEALED WITH TAPE C 1 1 2. U-value; 0. 32 COMPLIANCE: PASSES For windows without labeled U-values, describe features SUPPLIED BY ACORN I # Panes____ Frame Type____________ Thermal Break? L 7 Yes L 7 No REGISTER LOCATIONS Required UA = 1248 I Comments/Locat Ion----------------------------------------------- 1. DISTRIBUTE SUPPLY REGISTERS AROUND VENT PA�SAGE Your Home = 1120 [ 1 I 3. U-value: 0. 37 THE PERIMETER TO NEUTRALIZE 10, 3'% Better Than Cade I For windows without labeled U-values, describe features: CONCENTRATED HEAT LOSSES OR GAINS (NET FREE AREA= 8.4 IN. /LF) Area or Cavity Cont. Glazing/Door 1 # Panes____ Frame Type------------ -- - - - _ Thermal Break? C 7 Yes C 7 No AT LARGE GLASS AREAS Perimeter R-Value R-Value U-Value UA I Comments/Location-------------- ------------------------------ 2, SOLARIUMS TYPICALLY REQUIRE 1 a. U-value: 0. 45 ONE SUPPLY REGISTER PER BAY STANDARD WINDOW insu[ 821 13 WALLS Wood Frame, 16' O. C. 4680 13 790 30. 0 0. 0 98 I For windows without labeled U-values, describe features) PELLA s/5" "LOW E" ARGON BSMT, Coro 8. 5' ht/7. 5' b /8. 5' 0 5. 5 307 1 # Panes-___ Frame Type__ - __ - __ Thermal Break? [ ] Yes C 7 No TO MAINTAIN ADEQUATE COMFORT CEILINGS 2 FILLED INSULATING GLASS 0 0. 0 49 Comments/Location----------------------------------------------- FILLED __ _ _____ ________ _ _ _ _ _ _ _ __ ___ 3. RETURN GRILLES IN CATHEDRAL CEILING GLAZING Windows or Doors g 538 0. 400 215 [ ] 1 5. U-value ws w SPACES SHOULD RETURN AT LEAST 50X• (R-2.9): GLAZING, Windows or Doors 809 0. 320 259 1 For windows without labeled U-values, describe features: PELLA FIXED GLASS GLAZING Windows or Doors 170 0. 370 63 I # Panes____ Frame Type____________ Thermal Break? [ ] Yes C ] No OF THE AIR FROM THE HIGHEST POSSIBLE GLAZING1 Windows or Doors 33 0. 450 15 1 Comments/Location_______________________________________________ POINT. (R-2.9): GLAZING Windows or Doors 21 0. 210 4 1 4 SOLARIUMS WITH FLAT CEILINGS OVER GLAZING Skylights 12 0 420 5 1 SKYLIGHTS: PELLA SMART SASH III W 0 DGP SHOULD HAVE HIGH RETURN GRILLES R 2.9): DOORS 63 0. 080 5 [ 7 1 1. U-value, g 42 ) DOORS 21 0. 450 9 I For skylights without labeled U-values, describe features: NEAR THEIR PEAK. OPTIONAL PELLA SMART SASH II FLOORS: Over Unconditioned Space 798 1910 0. 0 38 1 # Panes---- Frame Type------------ Thermal Break? [ I Yes C 7 No 5. DO NOT USE RETURNS IN BATHROOMS OR (R-2 48). FLOORS: Over Outside Air 16 30. 0 0. 0 1 1 Comments/Location----------------------------------------------- SLAB ____ ____ _ _ ________________________________SLAB FLOORS Unheated, 24, 0' insul. 68 11. 0 52 1 KITCHENS. OPTIONAL AIR TO AIR HEAT OPTIONAL PELLA SMART SASH III W/ DGP HVAC EQUIPMENT, Furnace, 85, 0 AFUE I DOE]RS EXCHANGERMAY BE USED. SEE (R-3.85): FLOOR j FLLOOR ----------- ------ _ ______________ _ [ I 1 1. U-value 0, 08 MANUFACTURER'S SPECIFICATIONS FOR JOIST I JOIST COMPLIANCE STATEMENT: The proposed building design described here Is I Comments/Location PROPER INSTALLATION. consistent with the building plans, specifications, and other calculations [ 7 1 2. U-value: 0. 45 PRE-CUT submitted with the permit application. The proposed building has been I Comments/Locatian____________________________ __ ___ _ _________ INSULATION OF DUCTS IN CANTILEVER (R-34.1): FOAM BLOCKS WALL OPTION #2 designed to meet the requirements of the 1995 CABO Model Energy Code. UNHEATED SPACES PRE-CUT WALL WITH FOAM (R-19 4): 1 FLUURS, 3/4" PLY SUBFLOOR FOAM BLOCKS Builder/Designer------------- -- ----------------- - ----- Date--------------- [ ] I L Over Unconditioned Space, R-19 1. DUCTS IN UNHEATED ATTICS OR Comments/Location----------------------------------------------- CANTILEVERS: R-30 L 1 1 2, Over Outside Air, R-30 TWO LAYERS OF UNPAGED R-19 FIBER GLASS • WOOD SIDING JOINTS IN FOAM BOARDS HOUSEWRAP I Comments/Location------------------ - - -- - --------------- --- 2. DUCTS IN GARAGES: R-19 HOUSEWRAP • SEALED WITH TAPE 1 1"x6" T&G BOARDS OR a/8' PLYWOOD • SUPPLIED BY ACORN Yz' PLYWOOD 1 SLAB-ON-GRADE : 3. UNDERGROUND DUCTS: AS PER ACORN [ 7 I ]., Unheated, 24. 0'ated, ocati insul R-11 FLOOR, R-13 UNPAGED FIBER GLASS Comments/Location DETAIL BOOK SECTION "K" JOIST I Slab Insulation to extend down from the to of the slab to at • R-R.4 3/4" FOILFACED P POLYISOCYANU RATE FOAM I horst 24' OR down to at least the bottom of the slab then I horizontally for a total distance of 24', SILL SEALER Yz" GYPSUM BOARD I HVAC EQUIPMENT: a SLAB ON GRADE (R-16.9 AT EDGE): C 7 I 1. Furnace, 85. 0 AFUE or higher BASEMENT WALL (R-12.1): I Make and Model Number ------------------------------------------ 4" ____ _____________ ___ __________________4" SLAB I 6-MIL POLYETHYLENE VAPOR BARRIER. JOINTS EXTRUDED POLYSTYRENE I AIR LEAKAGE, VAPOR R-11 2" C 7 I Joints, penetrations, and all other such openings in the building SEALED WITH TAPE SUPPLIED BY ACORN; 9 BARRIER MUST BE COVERED WITH �a GYPSUM s FOAM AT SLAB EDGE I envelope that are sources of air leakage must be sealed. Recessed BOARD OR EQUIVALENT FIRE-RATED MATERIAL. 1" EXTRUDED POLYSTYRENE I lights must be type IC rated and installed with no penetrations FOAM BETWEEN SLAB AND I or Installed inside an appropriate air-tight assembly with a 0. 5' R-13 UNPAGED FIBER GLASS FOUNDATION & UNDER ENTIRE SLAB I clearance from combustible materials and 3' clearance from Insulation. 2x3 FURRING 3" MIN. SAND OR GRAVEL FILL I VAPOR RETARDER: NOTE: IN UNFINISHED SPACES SUBSTITUTE C 7 I Riequlred on the warm-In-winter side of all non-vented framed R-11 FLAME RESISTANT FOIL-FACED FIBER 5-MIL POLYETHYLENE UNDER FILL I ceilings, walls, and floors. GLASS FOR R-13 AND POLYETHYLENE 2" EXTRUDED POLYETHYLENE MATERIALS IDENTIFICATION, 31 FOAM TO 2' BELOW GRADE C 7 I Materials and equipment must be identified so that compliance can I be determined, Manufacturer manuals for all Installed heating SILL SEALER I and coaling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. BASEMENT SLAB (R-5.5) I DUCT INSULATION: ,N�,Vt'GD A& 4" SLAB C 7 I Ducts in unconditioned spaces must be insulated to R-5. \5 pSY W 3" MIN. SAND OR GRAVEL FILL _ _. _ I Ducts outside the but [ding must be insulated to R-6. 5. '/Y41 �<P ,�5q� .po �d R-5.5 1" EXTRUDED POLYSTYRENE 1 DUCT coNsreucT mN: m l'� C 0 FOAM UNDER ENTIRE SLAB C 7 I All ducts must be sealed with mastic and fibrous backing tape. ,„�>w = I Pressure-sensitive tape may be used for fibrous ducts. Duct tape 6-MIL POLYETHYLENE LAPPED I is not permitted. The HVAC system must provide a means for \�-y/.y °23453 TO VAPOR BARRIER IN WALL i balancing air and water systems \OF nIr" �. I TEMPERATURE CONTROLS: C 7 I Unermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating acoPYRIc Is cwMEa ox m[sE BMWIxcs AND NO USE MAY I amd/or coo I i ng Input to each zone or floor shall be provided. .�. BE ME OF MEN waHOUT PRIOR WRRiCx PERMISSION OF I SWIMMING POOLS: ACORNA DIVISION OF DECK HOUSE, INC C 7 I All heated swimming pools must have an on/off heater switch and 930 MAIN STREET, ACTON, MASS. I require a cover unless over 20% of the heating energy is from ACORN® 01720 781 259-9450 I neon-depletable sources Pool pumps require a time clock. I 1 HVOC PIPING INSULATION, PETER & MEREDITH RUGG [ I I HNAC piping conveying fluids above 120 F or chilled fluids FISHERS ISLAND, NY I below 55 F must be Insulated to the fallowing levels ( In. ), I PIPE SIZES ( in. ) 1 - FLOOR SYSTEM I HEATING SYSTEMS: TEMP (F) 2' RUNUUTS 0-1' 1. 25-2' 2. 5-4' I Low pressure/temp. 201-250 1. 0 1. 5 1. 5 2. 0 DUCT (SIZE AS PER BLDR.) I Low temperature 120-200 0. 5 1. 0 1. 0 1. 5 ENERGY DATA Steam condensate any 1. 0 1. 0 1. 5 2. 0 m "' 0-8-0 MAX. I COOLING SYSTEMS, I Chilled water or 40-55 0. 5 0. 5 0. 75 1. 0 o_ 0-1-8 FRAME I refrigerant below 40 1. 0 1. 0 1. 5 1. 5 1 0-0-8 DRYWALL 1 DATE: o I CIRCULATING HUT WATER SYSTEMS F 0-0-8 CLEARANCE C 7 I Insulate circulating hot water pipes to the following levels ( in. ), 7/7/00 JF 8/23/00 LL _ = PIPE SIZES ( in ) 9/18/00 OF 0 1 NUN-CIRCULATING I CIRCULATING MAINS & RUNOUTS 9/25/00 JF Z N WINDOW OR DOOR BEYOND I HEATED WATER TEMP (F)� RUNOUTS 0-l' 1 0-1. 25' 1. 5-2. 0' 2. 0+' 1 170-180 0. 5 1 1. 0 1. 5 a 0 0 0 1 140-160 0. 5 1 0. 5 1. 0 1. 5 SHIPPING DATE: o 0D-130 1�CT SOFFITSEGTIQN VIEW> CH 2800 ----NOTES TO FIELD (Building Department Use Only)------------------- CALE: -Y4"=1'-0' ----_---'---------------- ---------------------------------------------- JOB NO. PAGE NO --------------------------------------------------------------------- # 2781 El I I I 9-0 X 7-0 O.H \\ 9-0 X 7-0 O.H.\\ I i W / DOOR BY BLDR \ / DOOR BY BLUR \ iQ GARAGE LEVEL // \\ // \\ GARAGE LEVEL - - - — ._ .— GARAGE LEVEL - - - - - L- - - - - - - - - - - - - - - - - - - L_ — J L _ — LEFT ELEVATION FRONT ELEVATION RIGHT ELEVATION FRONT ELEVATION FLOOR AND FRAMING LUMBER GRADE: JOISTS AND HEADERS OF FLOOR FRAMING AND RAFTERS OF ROOF FRAMING SHALL BE-HEM-FIR NO. 2 OR BETTER W/ A MINIMUM Fb OF 850 PSI AND E OF 1,300,000 PSI (OR EQUIVALENT) 3W & 5' LAMINATED BEAMS SHALL BE DOUGLAS-FIR W/ A MINIMUM Fb OF 2400 PSI AND E OF 1,800,000 PSI (OR EQUIVALENT). 24F-VB 4x- BEAMS SHALL BE DOUGLAS-FIR LARCH NO. 1 W/ A �- MINIMUM Fb OF 1000 PSI AND E OF 1,700,000 PSI 1 (OR EQUIVALENT) J • SEE GENERAL NOTE, DETAIL PAGE "1A" • ALL SILLS TO BE PRESSURE TREATED. • ,� ,(7 • EXTERIOR WALL DIMENSIONS: THE DIMENSION IN PARENTHESIS INDICATES THE ACTUAL PERIMETER OF THE FOUNDATION WALL, THE FOUNDATION IS UNDERSIZED BY 1h". SEE THE DETAIL PAGE "1A" uTHE WHOLE DIMENSION INDICATES THE PERIMETER OF THE PRESSURE TREATED SILLS AND THE HOUSE ABOVE. !/ �� ' 10' FOUNDATION WALL OR AS PER LOCAL e 9 BUILDING CODES, 24' (23'-11") p 3 2a'-o'• DBL P.T. 2x6 SILLS PROVIDED IN ALL LOCATIONS A UNLESS NOTED OTHERWISE. --- �A --------------------------- r-o" " ,z-° ALL SILLS TO BE PRESSURE TREATED & SUPPLIED 1 r -- EL-(+) 9_4YB" TOP OF WALL -- 1 --� IN 12' & 16' STOCK LENGTHS. BUILDER TO ____ USE SHORTEST LENGTHS AVAILABLE. EL (+) 0'-6" TOP OF 4" SLAB I @ REAR WALL j I I I I w I o RETAINING WALL BY BUILDER. AS PER OWNER AS REQUIRED BY THE SITE CONDITIONS. N o I 12.' woo --- w o N o l o l o 2X12 RAFTERS @ 24" 0/C Q N o a pppppp 3 A COPYRIGM IS CWMED ON iHESf RWN P ANO NG USE MAY I I i y� Cil Q O G1 .�.� BE AWBE OF THEM WNHOUi PRIOR WRIfIEN PERMIBSIGN OF ACORNA DIVISION OF DECK HOUSE, INC "' 1 �" ✓t7 1 ___ � _____ ______=Q ACORN® 03020 AIN STREET, ACTON, 7815 259-9450 m 2x12 TRUSS CT'S @ 48" O/C w FISHERS ISLAND, NYRUGG DBL 2x6 DBL 2x6 1 4, SILL SILL o EL (+) 0' 4OP OF @ O,HTDOORS4" SLAB 1 1A Ir----////c\\\ ———— �c\\\----�'� BOATHOUSE I I 1A �_-_ / \ --_�- t 1 G ___ 4" GARAGE SLAB SLOPES = -- / `\ / \ 1 _ 1/4"-1'_0' 'Zk' ti'�m ''� Qy'Q A - - ----- - - --- -- - -- _ 2" TOWARD O.H DOORS 1 //DOOR BY BUILDER \\ j ///DOOR BY BUILDER \\ 8/23/00 0 )LL GPP ------ DATE: z a EL 0' TOP OF WALL EL. 0' TOP OF WALL 1 / / / �. v --- ----------- 1 // 9-0 X 7-0 O.IH \\ I 1 // 9-0 X 7-0 O.H. \\ 91800 JF 9TH °2ans� ypQ M M 4" SLAB - ----- - \ 1 I / \ 1 9/25/00 JF a v� Zg OJ EL. (+) 0'-10' TOP OF WALL ------- ----- ------------- ------ ----- 3/aX10/z HER OVER � 1 SHIPPING UnrE FOUNDATION PLAN CH 2800 SECTION K- K FLOOR PLAN JOB NO PAGE NO. # 2781 G 1 93'-11") 4 SEE GENERAL NOTE, DETAIL PAGE "1A" as'-a° 10'-0" 20'-0" 1e'-o" 10'-0" • ALL SILLS TO BE PRESSURE TREATED 0._1..) (19'-11") 9._0..) 0._0..) (3s'-n") O • EXTERIOR WALL DIMENSIONS: 2 6'-0" T-0" THE DIMENSION IN PARENTHESIS INDICATES THE ACTUAL (7-0") PERIMETER OF THE FOUNDATION WALL, THE FOUNDATION IS UNDERSIZED BY V2". SEE THE DETAIL PAGE "1A" — — — — THE WHOLE DIMENSION INDICATES THE PERIMETER OF THE / PRESSURE TREATED SILLS AND THE HOUSE ABOVE. — 1A — (61)2 o • 10' FOUNDATION WALL OR AS PER LOCAL EL(+) 8'-2V8" — — 4 BUILDING CODES. — — — C NOTE: DIMENSIONS SHOWN IN [ ] ARE CRITICAL AND ARE NOT REDUCED FOR THE 112" 3 \ DETAIL BOOKS CALLED FOR IN THE \ w REFER TO DETAILS ON PAGE "113" THIS SET FOR SUBSLAB VENTILATION DETAILS. \ 16'-1 3/4" 5-101)4 DBL P.T. 2x6 SILLS PROVIDED IN ALL LOCATIONS \. EL.(—) 4" IITOP 51/2" UNLESS NOTED OTHERWISE. \ OF TO rP. C 6") 1 ALL SILLS TO BE PRESSURE TREATED & SUPPLIED L A _ — _ — IN 12' & 16' STOCK LENGTHS. BUILDER TO + - - - - _ w \ + L — — EL.(+) 2'-111/1 USE SHORTEST LENGTHS AVAILABLE. I I \ � I I \_ 1 A (DBUILDER TO COUNTERSINK ANCHOR BOLTS IN THIS AREA. (SET TOP of BOLT TO 3" MAX. ABOVE FOUNDATION WALL) RETAINING WALL BY BUILDER, AS PER OWNER AS REQUIRED BY THE SITE CONDITIONS. B EL.(-) 4" TOP TOP OF 4" SLAB I D 30 TYP 1 A of FTG. . BUILDER TO PROVIDE ADEQUATE VENTILATION PER _ 1 A - - - - - - II SECTION 800.40E THE N.Y. STATE CODE. EL.(+) 8'-2YB / - - \+ J I (4) FOR DECK FTG LOCATIONS IN THIS AREA REFER 9F- — — — — — — — /-1 / + I TO DECK FRAMING PLANS AS REQUIRED 4" SLAB ® REAR WALL / s'-1 a/a' 1A 4 0" l A 15'-101/4" z._0.. w I T,0..) I I f _ I A n M F12-0 11•_6" / . \ 12._6.. L — E 1A J [16'-13/4•] _ [4'-6•] 1/[15'-101/4'] I 0 EL.(+) 7'-9Ys" ., TOP OF FTG. 8'-2A'B" K / 1A / — — — to c _i -- —_f--- — + / 13 I — + + _7 rF o / / �9 IA ao I �' OF FTG. 1A s m i EL.(—) 4" TOP � J\ OF FTG. TYP 1A u' D CRAWL SPACE + ---•, I iz'-o" / EL.(+) 8'-OYa" TOP of 4�' '1 1A A '- 4+ a H 4" SLAB @REAR WALL �„ A to;i'a" — — O B J v L /— - - - EL +L'-2Va - - - — —a — - - - - - - EL. + 7'-8'A" EL. + T-81/B" EL + 8'-2-Ya" 4 "' EL.(-) 3Y2" _ EL(+ T-8h" — — ( )— — — — — — — — — — — — H Q P.T. SILL \ Z ELS 4 TOP OF3/i' / ��t�u, a — E A DBL 2x4 L Al A 1 A 3 1 A 1A A 4" SLAB ® REAR WALL ��� h �b� A 023455 C' - 1A o \ ,6 / rFor- NEN . m GOPYRIGHT IS C�MED ON THESE NGMAY WE OF THEM WHHOUT PRIOR OF BE JACORNA DIVISION OF DECK HOUSE, INC w ; \ 1A J J / 930 MAIN STREET, ACTON, MASS C ACORN® 01720 781 259-9450 IA \ _n PETER & MEREDITH RUGG / \ FISHERS ISLAND, NY I . I EL(-) 5" TOP \ u, + of FTC. +— FOUNDATION PLAN I A I / \ 7/�/00 JF 8/23/00 LL A \ 9/2500 JF /00 JF / \ SHIPPING DATE / 4L(SLAB C� f EAR WALL M - - - - - CH 2800 EL.(-) 3Y2" -EL.(-TS" EL ( /z" EL(-) 6" EL(-) 31/2' — — — — — — — — — — — — — — JOB N 0 PAGE NO. 18'-9 3/4" 2 3'-9 3/4" 9•-4 1/2" IA �1 — 1/ " 9'-4 1/2" 3'-9 3/4" ,'��/I• 7R11 -71/ " 9'-41/2" 1 -71/ •• 9'-41/2° // 2 / 81-8 3/ ') (9-5 1/2") ( -6 1/ ••) (9'-5 ( -6 1/ ..) (9'-5 1/2") (19•_8 3/4") (3'-8 3/4") (9-5 1/2 ) ( 1/ ..) (9'-5 1/2") A 3'-8 3/4") 'I 57_0• 12'_0" 2'_0" 28._0. (51._11.) (12'-1") (2'-0") (2T-11") FOIRAA71M: BASIC INFORMATION _-- MODULE LINE MODULE LINE MODULE LINE 1. EXTERIOR WALL DIMENSIONS. WALL PANEL THE DIMENSION IN PARENTHESIS INDICATES THE ACTURAL PERIMETER OF THE Y2" DIA X 12" ANCHOR WALL PANEL V2" DIA X 16" ANCHOR WALL PANEL FOUNDATION WALL. THE FOUNDATION IS UNDERSIZED BY V2 SEE DETAIL Yz" DIA X 12" ANCHOR AS PER PLANS BOLTS TO BE INSTALLED BOLTS TO BE INSTALLED AS PER PLANS AS PER PLAN BELOW. THE WHOLE DIMENSION INDICATES THE PERIMETER OF THE BOLTS TO BE INSTALLED AT C-0° 0/C MAX. 1' AT 6'-0" O/C MAX. 1' PRESSURE TREATED SILLS AND THE HOUSE ABOVE. AT 6'-0" O/C MAX 1' FLOOR SYSTEM PT SILL �� AS PER PIANS FROM EACH CORNER. NO LESS DBL 2x6 PT SILL FROM EACH CORNER. NO LESS DBL. 2x6 FROM EACH CORNER. NO LESS THAN 2 BOLTS PER SILL THAN 2 BOLTS PER SILL THAN 2 BOLTS PER SILL _� DEPTH AS PER PLANS o DE DBL. 2x6 PT SILL GRADE � GRA m SILL SEALER - o 0 0 o DAMPROOFING bo el ° DAMPROOFING m ° z a GRADE z / 10" FOUNDATION PER PLANS DEPTH BY BLDR ¢ FLOOR SYSTEM ° N o N yl DAMPROOFING am ql �4" CONCRETE SLAB ° ° ^ 4 DBL. 2x6 SILL DBL. 2x6 SILL ° Y ° a ° ° �4" CONCRETE SLAB ^, d ° 3" MIN. SAND OR o x d °O ° Y2" . WORKING DIMENSION (IN PARENTHESES) ° o GRAVEL FILL FULL NOMINAL DIMENSION -J' ° '^ a a 1 ° MODULE LINE z o ^ MODULE LINE o a d ¢ 3 MIN. SAND OR o m a z GRAVEL FILL U 2. ALL FOUNDATION ELEVATION FIGURES ARE REFERENCE TO A ZERO ELEVATION x w ° - °- a o d a PER PLANS. ZERO ELEVATION FOR A HOUSE HAVING A SLAB IS THE TOP SURFACE OF u 1= °' 10" FOUNDATION PER PLANS oI '^ ° ° 10" FOUNDATION THE SLAB OF THE LOWEST FLOOR, FOOTING ELEVATION @ (-) 4" MEANS 4" - " ¢ ¢ o a , o 00 PER PLAN 4" CONCRETE SLAB o 0 BELOW TOP OF SLAB. 1 0 00 0 ° 3 ALL WOOD SILLS ARE SUPPLIED WITH THE HOUSE PACKAGE, UNLESS THE SLAB IS TO BE o- ' o° ° 000 opo 00O o000 POURED BEFORE THE HOUSE ARRIVES IN THAT CASE THE PRESSURE TREATED 2x4 OR 2X6 �^ 00 0 0 0°0° Q ° a °0° 0 0 °°o Q a ¢ 3" MIN. SAND OR GRAVEL ° ° o ° o ° o SILLS MUST BE SUPPLIED BY THE BUILDER. ANCHOR BOLTS ARE TO BE SUPPLIED BY THE o o°0 00 0 000 ° 0 0 0 0 0 OTING ON BUILDER, AND SET IN FOUDATION AT APPROX 6' O/C (OR AS REQUIRED BY LOCAL CODE). °° o o a FOOTING ON °° ° 0°O 00000 Q 0 Q 0 ° ° FODSTURBED OL 4. UNLESS OTHERWISE INSTRUCTED OUR DRAWINGS SHOW 10" FOUNDATION WALLS o ° 0 0 ° ° UNDISTURBED SOIL o 0 00 ° ° UNI S CENTERED ON 10'x20" FOOTINGS AT A DEPTH OF 4'. THESE REPRESENTATIVE o 0 0 0 0 ° a a ° ° 0 0 0 0 ° ° ° °0 0 0 o Q ° to Q 0 10"x20" FTG - 10" FNDN o Q ° ° DIMENSIONS MAY HAVE TO BE MODIFIED FOR ANY SPECIFIC FOUNDATION, IN ORDER o 0 0° ° CRUSHED STONE o CRUSHED STONE o 70"x20" FTG - 10° FNDN TO COMPLY WITH THE LOCAL BUILDING CODE. ° Q ° ° a ° o ° 00 ° ° FILTER FABRIC CRUSHED STONE o o Q o FILTER FABRIC GEiERAL N01M 4" DRAINPIPE 4" DRAINPIPE 6 MIL POLYETHELENE * FOUNDATION DRAINAGE DEPENDING * FOUNDATION DRAINAGE DEPENDING 1, GENERAL: A. THE FOLLOWING NOTES APPLY To ALL STRUCTURAL FEATURES UNLESS FILTER FABRIC VAPOR BARRIER ON LOCAL SOIL CONDITIONS OTHERWISE SHOWN OR NOTED. 4" DRAINPIPE " EXTRUDED POLYSTYRENE `DAM T)LSCALE 0UNDATI0N WALL 0 GARAGEDN LOCAL SOIL CONDITIONS B. DETAILS SHOWN ON THE "TYPICAL DETAILS" SHEET SHALL BE USED WHENEVER * FOUNDATION DRAINAGE DEPENDING UNDER ENTIRE SLABAPPLICABLE, UNLESS OTHERWISE NOTED ON LOCAL SOIL CONDITIONS : '/a =l '-0' C 1 2 FOUNDATION WALL @ BASMENT 2. REFERENCE TO OTHER DRAWINGS: FOUNDATION WALL FOOTING ON SCALE: 3/4"-l'-O" A. SEE DRAWINGS OTHER THAN STRUCTURAL FOR: KIND OF FLOOR FINISH AND UNDISTURBED SOIL THEIR LOCATION, FOR DEPRESSIONS IN FLOOR SLABS, FOR OPENINGS IN WALLS 10"x20" FTG - 10' FNDN _ - FLOORS REQUIRED BY ARCHITECTURAL AND MECHANICAL FEATURES, FOR SCALE: �4"=1'-0" MODULE LINE FLOOR SYSTEM WALL PANEL ROADWAY PAG, WALKS, RAMPS, STAIRS, CURBS, ETC. B. HOLES AND OPENINGS THROUGH WALLS AND FLOORS FOR DUCTS, PIPING, AND WALL PANEL EL PER PLANS 1/2" DIA x 12" ANCHOR AS PER PLANS AS PER PLANS VIN VENTILATION SHALL BE CHECKED BY THE CONTRACTOR WHO SHALL VERIFY T EXTRUDED BOLTS TO BE INSTALLED SIZES AND LOCATION OF SUCH HOLES OR OPENINGS WITH THE PLUMBING SUB- FLOOR SYSTEM CONTRACTORS. 'h" DIA X 16" ANCHOR POLYSTYRENE FOAM AT 6'-0" O/C MAX. 1 DBL x FROM EACH CORNER NO LESS �� AS PER PLANS 6PER PLAN p T. SILL 3. INTENT. BOLTS TO BE INSTALLED u IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR AT C-0" O/C MAX. 1' 1" EXTRUDED THAN 2 BOLTS PER SILL SILL SEALER SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR NO LESS POLYSTYRENE FOAM DBL. 2xfi PT SILL 4" CONCRETE SLAB THAN SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. AN 2 BOLTS PER SILL SILL SEALER FROM EACH CORNER. ° 4. DISCREPANCIES THE CONTRACTOR SHALL USE STRUCTURAL DRAWINGS AND OTHER DRAWINGS FOR DBL. 2x4 PT SILL ° °° 4" CONCRETE SLAB 3 MIN SAND OR INDIVIDUAL ITEMS. DISCREPANCIES UNCOVERED, IF ANY, SHALL BE REPORTED BEFORE GRADE z ° GRAVEL FILL ° PROCEEDING WITH THE WORK SO THAT PROPER ADJUSTMENT CAN BE MADE. SILL SEALER ^ z � ° 3" MIN. SAND OR GRAVEL DAMPROOFING � `il 5 BRACING AND SHORING: GRADE ° m ° 10" FNDN WALL IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE I1" EXTRUDED D ° ° AS PER PLANS ADEQUATE SHORING, BRACING, FORM WORK, ETC, AS REQUIRED FOR THE PROTECTION ° OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THIS BUILDING. POLYSTYRENE FOAM �4" (CONCRETE SLAB a 1/2" ANCHOR BOLT 6 EXCAVATION: I I`� UNDER ENTIRE SLAB THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES ° INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, ° 6 MIL POLYETHYLENE STRUCTURES, STREET AND UTILITIES IN ACCORDANCE WITH THE LOCAL BUILDING a ° 3" MIN SAND OR FLOOR SYSTEM GARAGE STEP DN DEPARTMENT FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERTIFIED BY ^ LAPPED TO VAPOR wo d r THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE PRIOR TO THE PLACEMENT OF o d BARRIER IN WALL GRAVEL FILL �'" ANY REINFORCING STEEL OR CONCRETE Q ° SCALE: 3/4"=1 '—O" U ° 7. BACKFILL. a ° 2" EXTRUDED ° GARAGE DOO BACKFILL AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED UNTIL o z POLYSTYRENE FOAM PANEL DBL 2x6 SILLP.T. AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS. z - a DO NOT PROCEED WITH BACKFILL UNTIL A MINIMUM OF 7 DAYS AFTER THE TO 2' BELOW GRADE < ° 10" FOUNDATION PER PLANS ° d a COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS WALLS ARE ADEQUATELY BRACED. o < ° BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPECTION OF o 0 0 0°0 0 000 ooOQ DAMP-PROOFING. o ° 0 00 - 000 0p0Q 10" FOUNDATION °0° o 0 0° 0 ° a ° `O 6. DESIGN DATA: DESIGNED IN ACCORDANCE WITH NY STATE CODE o0 0 ° 0 0°0° a APRON & DRIVEWAY 0 0 0 0 o Q ° A, LIVE LOADS AREA LIVE LOAD (PSF) DEAD LOAD (PSF) 00 0 0 oQ ° ° °O oo a FOOTING ON BY OTHERS o a Q ° 0 ° 4" CONCRETE SLAB ROOF ° ° e ° UNDISTURBED SOIL LIVING FLOOR 40 10 DAMPROOFING Q o °°° a ° o ° Q 00 10"x20" FTG - 10" FNDN 3" MIN. SAND OR GRAVEL BEDROOM FLOOR 30 o a FOOTING ON o ATTIC FLOOR 20 'Q ° ° o Q °00 ° ° UNDISTURBED SOIL CRUSHED STONE 0 ° 50 10 CRUSHED STONE p ° DECK ° \` B. LATERAL LOADS: \ 10"x20" FTG 10" FNDN - ° SEISMIC ZONE..... ........ ....... . I FILTER FABRIC BASIC WIND SPEED....... . ...... . ..90 MPH FILTER FABRIC 4" DRAINPIPE G GARAGE SLAB @ O. H. DOOR OPENING 4" DRAINPIPE * FOUNDATION DRAINAGE DEPENDING C. SOIL- ASSUMED CLEAN, DRY AND UNDISTURBED W/ A SOIL BEARING CAPACITY OF 2000 PST. . FOUNDATION DRAINAGE DEPENDING ON LOCAL SOIL CONDITIONS NOTE IT IS THE BUILDERS RESPONSIBILITY TO VERIFY ACTUAL SOIL CONDITIONS W/ ON LOCAL SOIL CONDITIONS FOUNDATION WALL C� CRAWL SPACE SCALE: 3/4 =1'—O" A LOCAL SOILS ENGINEER Sc TO NOTIFY ACORN STRUCTURES OF ANY VARIATIONS, CONCRETE SLAB BASEMENT E /� ,I D '...` A COPYRIGHT 15 CAMED ON THESE DRAWINGS AND 0 USE MAY B. CONCRETE: SCALE: 3/4 =1 —O BE MADE OF THEM WIINOU! PRIOR WRIiIEN PERMISSION OF A. BASIC FOR DESIGN. SCALE: 3/4"=l'-0'� AIiOI�IV A DIVISION OF DECK HOUSE, INC CONCRETE USE STRENGTH SLUMP AGG. SIZE REMARKS FOOTINGS, 2500 PSI 3.4"(+OR-) 4'4 @ 28 DAYS MODULE LINE SINGLE LALLY COLUMN LALLY COLUMN W/ 3'/e"x6Y<" POST AS C I • �� O 93° MAIN STREET, ACTON, MASS. GRADE BEAMS, 2500 PSI 3.4" +OR-) T'+" ® 28 DAYS LALLY BASE PLATE PER FLOOR PLANS CL ACORN® 01720 781 259-9450 © WALLS & SLABS 2500 PSI 3.4"�+OR-) 4'4" @ 28 DAYS 3112" R—Ih" TOLERANCE ATTACHED IN FIELD Q� o� 31/8X6Y4 POST ANCHOR Ys" DIA X 16" ANCHOR PETER & MEREDITH RUGG ALL CONCRETE SHALL BE HARDROCK AGGREGATE, REGULAR WEIGHT CONCRETE cn z z BOLTS TO BE INSTALLED (1sD pouNDs PER cuelc Fool) # PA36.25E 2" EXTRUDED FISHERS ISLAND, NY B DEBRIS: REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACEMENT OF 10" WALL: 61/x" OF FOOTING o z "o AT 6'-0" 0/C MAX. 1' POLYSTYRENE FOAM CONCRETE. / LOCATION AS PER ow ow Y2�� DIA ANCHOR BOLT FROM EACH CORNER. NO LESS C. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE DROPPED THROUGH FOUNDATION PLAN �O_ I-� BY BLDR THAN 2 BOLTS PER SILL REINFORCING STEELS (AS IN WALLS AND PIERS) SO AS TO CAUSE SEGREGATION - / \ w¢ w¢ FOUNDATION DETAILS OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF VARYING LENGTHS SO Th" FOR 5x10112 BM DBL. 2x4 PT SILL 4" CONCRETE SLAB ��P�.VER , THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE 71/2" FOR 3Yex10Y2 BM CONCRETE SLAB SILL SEALER `x Q5�PStHEWy TF, FEET, AND A SUFFICIENT NUMBER SHALL BE USED TO INSURE THE CONCRETE / o 4" SLAB 3" MIN. SAND « t° BEING KEPT LEVEL AT ALL TIMES 4" CONCRETE SLAB OR GRAVEL AS NOTED `� _ OF POCKET, EL TOP OF FTG. 0 O. 0 e° ° d °.O p s ^*1' D. INSERTS. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING DOWELS,/ \ / AS PER PLANS 0 , 0. 0 I °° ° °O " O 3" MIN SAND OR � BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE \ LOCATION AS PER! - 1" EXTRUDED ° DATE: FORMS BEFORE PLACING THE CONCRETE. m GRAVEL FILL POLYSTYRENE FOAM 7 7300 JF N 2 FOUNDATION PLAN( -1 INTERIOR FOOTING UNDER ENTIRE SLAB 8/23/00 LL �T9TF 0 3a 30 E. PIPES: PIPES OTHER THAN ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED 9/18/00 JF \ ,. 4• IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE 2'-6"x2'-6"Xl'—O" ¢ OF Y2DIA ANCHOR BOLT, LOCATION 6 MIL POLYETHYLENE 9/25/00 JF ,W ENGINEER. C ION AS FOOTING AS PER DIMENSIONS OF FNDN. PLAN. 10. REINFORCING STEEL: (IF REQUIRED) BY SITE CONDITIONS LOCATION AS PER C 'h" ANCHOR BOLT LAPPED TO VAPOR A. USE ASTM TEE (GRADE UI FOR ALL REINFORCEMENT. FOUNDATION PLAN DIMENSION NOTE: EXACT LOCATION S CRITICAL SHIPPING DATE: CENTER LINE BARRIER IN WALL B ALL REINFORCEMENT SHALL BE CONTINUOUS, STAGGER SPLICES WHERE RECOMMEND BLDR VE PLACE POSSIBLE. LAPS PER TYPICAL DETAILS, UNLESS OTHERWISE NOTED. 61h" FOR 5x101/2 BM /L3„ .� WIRE MESH TO PREVENT C. HOLD REINFORCEMENT IN ITS TRUE HORIZONTAL AND VERTICAL POSITION WITH / 5" FOR 3Yex109z BM CRACKING OF SLAB @FOOTING Ds? USE SLAB GARAGE SLAB STEP DN C �"� ZHODEVICES SUFFICIENTLY NUMEROUS TO PERMIT WALKING ON STEEL WITHOUTDISPLACEMENT. y,3 ,° E: 4'a"=1'-0" 11. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT: JOB N_0/L./,. //� 7 R 1 PAGE NO WALLS......... ......2" FOUNDATION WALL {} L / V 1 1 A WALLS..... . .........2" AT FACE AGAINST SOILS AS PER PLANS i J FOUNDATION INTERIOR FOOTINGS K POST ANCHOR AT SLAB - FOOTING 'I WALLS...... .........1'h" AT EXTERIOR FACE ABOVE GRADE BEAM POCKET WALLS.............. ..1 AT INTERIOR FACE ABOVE GRADE SCALE: 3'a"=1'—O" BEAMS.... ........ .Ph" CLEAR TO TIES SCALE: 3/4 =1'-0' COLUMNS. ....... 3' TO FACE AGAINST GROUND CLEAR TO TIES SCALE: 3/4"=1'—O' , COLUMNS. ....... .11/2" CLEAR To TIES CAPPED STANDPIPE I FOR FUTURE FAN FUTURE FAN FUTURE SEAL DISCHARGE SYSTEM ACORN MAKES NO WARRANTY IF NECESSARY FOR SUMP PIT ( REGARDING THE PERFORMANCE SEE DETAIL "C" THIS PAGE) ° OF SUBSLAB VENTILATION SYSTEMS BUILT USING THIS ° ° 4" SLAB CAPPED STANDPIPE INFORMATION. ° FOR FUTURE FAN 4" SLAB CAPPED STANDPIPE a 3" MIN. SAND _ _ DISCHARGE SYSTEM FOR FUTURE FAN ° d° OR GRAVEL FILL (SEE DETAIL "C" THIS PAGE) a 3" MIN. SAND DISCHARGE SYSTEM: ° °o p oo°a p o°o o 1" EXTRUDED POLYSTYRENE ° 4 ° OR GRAVEL FILL - IF NO SUMP IS USED, ' 4 ° ° FOAM UNDER ENTIRE SLAB 4" SLAB ° SEE DETAIL "A & D", THIS PAGE: ° ° ° �N 3" MIN. SAND 0o p 00°0 0 ° p 0°0 o ° 1" EXTRUDED POLYSTYRENE - IF SUMP PIT IS USED, ° 4 BY BLDR ° a p FOAM UNDER ENTIRE SLAB SEE DETAIL "C" THIS PAGE. \ °° °° OR GRAVEL FILL a o= ° " o BY BLDR 6-MIL POLYETHYLENE 01) . 00 0 \ ° LAPPED TO VAPOR 6-MIL POLYETHYLENE HIGH POINT BARRIER IN WALL ° 2' MIN. LAPPED TO VAPOR IN LOOP�� 45 BY BLDR 1" EXTRUDED POLYSTYRENE BARRIER IN WALL \ ° e ° 0° °a FOAM UNDER ENTIRE SLAB SUBSLAB PIPE SYSTEM BY BLDR SUBSLAB PIPE SYSTEM ° Co. o0 o BY BLDR (SEE DETAIL "B" THIS PAGE) KEEP SUMP PIT (SEE DETAIL "B" THIS PAGE) ° ° AWAY FROM FOOTINGLZ 2' MIN. 6-MIL POLYETHYLENE SUBSLAB VENTILATION SYSTEM W/O SUMP SUPPORT ZONE CONCRETE SUMP PIT LAPPED TO VAPOR A4" PERFORATED CORRUGATED ° BARRIER IN WALL SCALE: 34"=1'-0" POLYETHYLENE DRAIN PIPE ACORN MAKES NO WARRANTY SUBSLAB PIPE SYSTEM BY BLDR ADS OR EQUIV. SUBSLAB VENTILATION & ° ° REGARDING THE PERFORMANCE (SEE DETAIL "B" THIS PAGE) SUBSLAB VENTILATION DRAINAGE SYSTEM W/ SUMP SYSTEMSLBUI TEUSiNGITHIS SYSTEM PIPE LAYOUT SCALE: -4'"=1'-0" INFORMATION. B SCALE: 3/4"=l'-O" SUBSLAB VENTILATION SYSTEM W/O SUMP DSCALE: 3/4"=1'-0" / Ptt4�HEby,,, `\023453 Q 2F N A COP IS GWMED ON THESE DRAWINGS AND O WNAY BE ANNEE OF OF INEN WNHOUi PRIOR WETTER PERMISSION OFF ACORN DIVISION OF DECK HOUSE, INC 930 MAIN STREET, ACTON, MASS. ACORN® 01720 781 259-9450 © PETER & MEREDITH RUGG FISHERS ISLAND, NY FOUNDATION DETAILS AS NOTED DATE: 7/7/00 JF 8/23/00 LL 9/18/00 JF 9/25/00 JF SHIPPING DATE: CH 2800 JOB NO. PAGE NO. # 2781 1 B INTERIOR DOOR FRAMING & TRIM SEE DETAIL BOOK PAGES 11-17 ----- �P.T 3Yex7Yz BM OVER — — — EXTERIOR DOOR, INTERIOR TRIM: i SEE DETAIL BOOK PAGES L8-L17 i�" Irl WINDOW, INTERIOR TRIM: II SEE DETAIL BOOK PAGES L78-L27 s'-o" 7-D" /` 7 WALL & CEILING SUGGESTED FINISH: SEE DETAIL BOOK PAGES L39-L48 i I II i HVAC SOFFIT OVER, ACORN TO SUPPLY LOOSE --------- 2x3'S. BUILDER TO FRAME SOFFIT AS REQUIRED, II SEE DETAIL ON ENERGY DATA PAGE 2X3 FURRING ON 1 II FURNACE I O-SMWOUTSID OEACH S S SMOKE DETECTORS SHALL E INSTALLED / 2X4 P T. SHOE I AREA I I I I� OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE F / (SEE Ki) 1 II \1 VICINITY OF BEDROOMS AND ON EACH STORY OF THE g L-------11 J EP, ® 9 DWELLING INCLUDING BASEMENTS, ALL DETECTORS SHALL BE WH o II o CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO rn PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE a II o �i INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS x [REF. 1193.2 & 721.1 NY STATE BUILDING CODE] � II N II o z 01 BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR Ia _ FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE I�OUTDOOR,/,� J LOCATIONS, AND RELATED PARTITIONS. GARDENING/SHED I: o W./_,SiNK I 2 SNOWEF2 _ I O BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR i 2 ../ �.. �: ,�02 N.. AS REQUIRED PER OWNER. 5x11Y4 BM OVER O STEPS TO GRADE AS REQUIRED. BUILDER TO SUPPLY ALL _______-- MATERIALS, DETAILS, & LABOR, AS PER OWNER. �---- N II ®GUARDRAIL HEIGHT WALL. (SEE M3E) o II FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO E a II GYPSUM BD. WALL FINISH (SEE M3) gyt E RISER= 79'8" & TREAD- 9Y2" II g m I co �i O BUILDER TO PROVIDE ADEQUATE VENTILATION PER 2-SL SECTION 800.4 OF THE N.Y. STATE CODE. 9 0 l l xwll MECHANICAL < O N 7�REIWALL BY BUILDER. AS PER OWNER AS REQUIRED BY THE SITE CONDITIONS. m m ® BOOK SHELVES W/CABINETS AS REQUIRED. BUILDER TO SUPPLY MATERIALS, DETAILS, AND LABOR BY BUILDER m AS PER OWNER. r�o 2' 0" RECREATION 9�DRAIN. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, AND LABOR BY BUILDER O O D AS PER OWNER. 6"X48" pW O 8 O SELF-CLOSING DOOR AND FRAME ASSEMBLY WITH MINIMUM Y4 HOUR RATING ALL MATERIALS, DETAILS m AND LABOR TO BE PROVIDED BY BUILDER. qncl zo I I11 BLDR. TO APPLY 1/e" TYPE X GYPSUM BD AT CLOS OVER FURNACE AREA GARAGE SLAB OVER ©BUILDER TO PROVIDE SHUT OFF & FREEZE PROTECTION nnIo ' ATSINK SUPPLY WI E oCELLAR IIE.m CRAWL SPACE 2-8L m gl� II a I M\ o II I I FURNACE I II/ II AREA I I I 11 I IL J MECHANICAL IT2- II4' ' I IDAoc' 3-OL Ii 3-OLiLINE OF DECK OVE �" STEP UP t>; a j a m V m�� i SINK N '- Do 36'-0° 101' 0" 6'-0 12-0 2-0 Q 023453 OFN m q II m A CIPS OF THEM WH ON THESE DRAWINGS AND NO OF MAY BE WE N,MEM WMED O PRIER WRRN RNID NO S m ACORNA DIVISION OF DECK HOUSE, INC m N 930 MAIN STREET, ACTON, MASS C B ACORN® 01720 781 259-9450 B +lo xo 1 j e PETER & MEREDITH RUGG 1 0 9 FISHERS ISLAND, NY 5x111/4 BM OVER 3/ax101/z BM OVER LOWER LEVEL PLAN 2--; i - --------------- -------------- - --------------------- --GARAGE = ALL FRAME WALLS COMMON WITH THE RESIDENCE TO 1/4"-1'-0" A FINISHED WITH 1/2" GYPSUM WALLBOARD BOTH SIDES A DATE: 8 TO PROVIDE A FIRE RESISTENCE RATING OF 3/4 HOUC 8 7/7/00 JF [REF UL. DESIGN U3171 I I 8/23/00 LL II 9/18/00 JF 9/25/00 JF SHIPPING DATE: I / 9-0 X 7-0 O.H. \ I I I , , 9-0 X 7-0 O H \ I CH 2800 DOOR BY BUILDER \\ II I // DOOR BY BUILDER \\ I / \ I I I / \ I JOB NO PAGE NO. --------- ------------- # 278 2 7 �3YeXi0Yz HDR OVER 52'-D" 12'_0" 2'-0" 29'_0. I [� SCH INTERIOR DOOR FRAMING & TRIM: I94 D W R !L) III 2 SEE DETAIL BOOK PAGES Li-L7 ' SEE P GE 5 EXTERIOR DOOR, INTERIOR TRIM: I1 THIS SET A SEE DETAIL BOOK PAGES L8-L17 36'-0" 10'-D^ 20'-G" - 10'-0' WINDOW, INTERIOR TRIM -•�'"""" ^ SEE DETAIL BOOK PAGES L18-L27 1 �•_0•• I 6• ^ I WALL & CEILING SUGGESTED FINISH: SEE DETAIL BOOK PAGES L39-L48 Jv I 1 HVAC SOFFIT OVER. ACORN TO SUPPLY LOOSE ------ 20'S. BUILDER TO FRAME SOFFIT AS REQUIRED. o TG VER TG OVER--\ SEE DETAIL ON ENERGY DATA PAGE !' 3-0 FD FG 2965 3665FG EXTRA LINE AT EXTERIOR WALL INDICATES > 'K FOIL FACED URETHANE INSULATION SUPPLIED -7y m 2X6 WALL FRAMING (V�. CENT. R IL) & INSTALLED BY BUILDER. fj F / `�� F (SEE DETAIL BOOK PAGE K8) FAMILY INDICATES STRAPPING (BY BUILDER) � o $�SM OETECTCRS: SMOKE DETECTORS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND ON EACH STORY OF THE c DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO LINE OF LEVEL _ _ _ _ PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FG OVER [REF. 1193.2 & 721.1 NY STATE BUILDING CODE] 1 '"��� "'� 1• 2981FG 6 SL 2981 FG L^+ 1O BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR x,l FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE EZ LOCATIONS, AND RELATED PARTITIONS E / N3 2O STEPS TO GRADE. 7x4 DECKING ON TREADS. (SEE DS) E 9 33 STEPS TO GRADE AS REQUIRED. BUILDER TO SUPPLY ALL DINING lo MATERIALS, DETAILS, & LABOR, AS PER OWNER. STEPS TO GARAGE AS REQUIRED BY BUILDER g i III xm � EEQ� SO 16" WIRE SHELF OVER. 3 no © FACTORY-BUILT STAIR TO BE INSTALLED PRIOR To 3-OL DW O� 2_8R GYPSUM B0. WALL FINISH. (SEE M3) 7 3YBX13Y2 BM OVE 7 RISER= 7i'e TREAD= 91/2" I T CAPPED WALL. (SEE L46) m I o LINE OF LEVEL OVER N z N3 1 ®GUARDRAIL HEIGHT WALL. (SEE M3E) 0 o p•_D^ GARAGE m KITCHENm 9O PREFABRICATED FIREPLACE AND HEARTH BY BUILDER RS N ALL FRAME WALLS COMMON WITH THE RESIDENCE TO BE ` =D WITH 1 GYPSUM WALLBOARD BOTH SIDES 1 1O b O fJ D PER OWNER. BUILDER TO INSTALL PER MANUFACTURERS FINISH N / ' "`" INSTRUCTIONS AND LOCAL CODES, TO VIDE A FIRE E RESISTENCE RATING OF 3/4 HOUR. N EF U �X11^/4 BM IN O �> r ^ 8 / ESIGN 0317] - I / FLOOR OVER i I� 10 ATTIC ACCESS: LOCATION PER OWNER. DETAILS, _ __ MATERIALS, AND LABOR BY BLDR AS PER LOCAL CODES. rn -R€F-_ ___� (MINIMUM 22"x30'•) •`�a ;, -_ OO LIVING (3) 1x12 PINE SHELVES WITH CENTENNIAL TRIM _ 3-OR m (SEE DETAIL L52A IN THE DETAIL BOOK) -- IN+ 3YBX10Y2 BM z m 11 ,0 8 -`«fie OVER 8 12 TUB AND PLATFORM SIZE PER OWNER. ALL DETAILS, ----------------- ----------------- IF-'o------_-_ -_ ' -------- `� a MATERIALS, AND LABOR BY BUILDER. BUILDER TO OBF I I x�--- 10' LALLY COL m 1 4 > T m 1rn - PROVIDE ACCESS TO MECHANICALS IF WHIRLPOOL TYPE d1\9 Lko_4 1 x�" 11 © 1 I I no ZX111/4 BM IN m I o `" TUB IS INDICATED ON SPECIFICATIONS. 4 .�.- O ,.� FLOOR OVER O m ME ENTRY xw w 2'-D" c 13 10'• FIBERGLASS COLUMN W/ CAP & BASE `y f 8 (SEE DETAIL S45 IN THE DETAIL BOOK) �s, I o''II o I „moo I I I O ACCESS TO CRAWL SPACE: (22"x30" MIN.) 3-0F 11 I BLDR. TO SUPPLY ALL MATERIALS, DETAILS, & LABOR. ©DRAIN. q BUILDER DETAILS, SUPPLY PPND LABOR BY BUILDER ;I�R 3-OL ne, I AS PER OWNER. / DOOR BY BUILDER \ / DOOR BY BUILDER \ 1 / DOOR BY BUILDER \ N 0 CH --- I� \\ // \\ // \\ NT. RAIL) ` _ II ��" ®CUPBOARDS UNDER SHELVES. BUILDER TO SUPPLY ALL 9-0 X 7-0 O.H 9-0 X 7-0 O.H. 9-0 X 7-0 O.H. -- -- 1 m SINK _ _ _ 1 _-_-___ _ 11 of -O MATERIALS, DETAILS, AND LABOR BY BUILDER .__ _ _ _ f N ------------- --_-----___-- 2929 2929 2929 -_-_-_-_-_-_-_-_--_-_-_ _2971 _ 2971 AS PER OWNER. _ ___ _ ------------- ------------- -- --// - _ _ 3Y8X10Y2 HDR OVER L i i SELF-CLOSING DOOR AND FRAME ASSEMBLY WITH 3/eX13/2 BM OVER MINIMUM Ya HOUR RATING, ALL MATERIALS, DETAILS 3YBX10Y2VIII IIID IIIY AND LABOR TO BEPROVIDED BY BUILDER. BM OVER VIII 11111 VIII VIII VIII VIII LOOSE DOOR #------ SII VIII 1111 Hn No ® BUILDER TO PROVIDE SHUT OFF & FREEZE PROTECTION G _ COLLAIR TIES OVER a^, AT SINK SUPPLY STUDY---- N • ! U ¢ ^ R C➢P E OF THEM CIAIMEC ON RIEEE CNAMNCP AND NO USE MAY �� BE MODE OF THEM WNHCUf PRIOR WNNIEN PERMISSION OF H a---------------� N �' ACORNA DIVISION OF DECK HOUSE, INC ! � MASTER BEDROOM a 930 MAIN STREET, ACTON, MASS. o ACORNO 01720 781 259-9450 z PETER & MEREDITH RUGG B © D e FISHERS ISLAND, NY 811111 VIII VIII 8 © 11111 11111 11111 ---- 11111 11111 Hill ILII II11 VIII E7_! oERDn BM ENTRY LEVEL PLAN �c©RORrtw BF1/4 =1 —0w EII 1111 DATE:7/00 JF '7 8/23/00 LL EP -T .� �,r [ --- 7 m 11 II 9/18/00 JFyJ,., 0234 y(3 `7 s / m 9/25/00 JF E N •Z y^Q w z n /' s•'', � m I I� O M / ' � LI/ „� • o SHIPPING DATE 1AAo /, oa ,. . :oc II1I1 8 CH 2800 0 1 ' 1 JOB NO PAGE N0. JOB 3 # 2781 INTERIOR DOOR FRAMING & TRIM. SEE DETAIL BOOK PAGES L1—L7 EXTERIOR DOOR, INTERIOR TRIM: 36'-0" m'-o" 20'—C" 18'-0" To_G" SEE DETAIL BOOK PAGES L8-L17 WINDOW, INTERIOR TRIM: D° T-0" SEE DETAIL BOOK PAGES L18-L27 T—D' s'— WALL & CEILING SUGGESTED FINISH: SEE DETAIL BOOK PAGES L39-L48 0 HVAC SOFFIT OVER. ACORN TO SUPPLY LOOSE -------- m - 2x3'S. BUILDER TO FRAME SOFFIT AS REQUIRED. o SEE DETAIL ON ENERGY DATA PAGE 0 m I I I I I I I I FI I 9 EXTRA LINE AT EXTERIOR WALL INDICATES FOIL FACED URETHANE INSULATION SUPPLIED I & INSTALLED BY BUILDER. I (SEE DETAIL BOOK PAGE K8) INDICATES STRAPPING (BY BUILDER) S svd1E OESMOKE DETECTORS SHALL INSTALLED ' OUTSIDE EACHACH SEPARATE ARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND ON EACH STORY OF THE DWELLING INCLUDING BASEMENTS, ALL DETECTORS SHALL BE - -_ LINE OF FLAT CLS CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO 3YaX15 BM OVE� PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL II O 2953 DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE VS 304 ,� F—I VS 304 1 m 1 C INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS I I o 1 I I C [REF 1193.2 & 721.1 NY STATE BUILDING CODE] L___ I �___� I BEDROOM #4 O m 0 mu c3 Ax 131/2 BM OVER -OL B IIII VIII VIII 1 BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR _ _ ____ IIIA 111111 VIII _ ——— --11 u,.I m FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE E N /, r LINE OF TRAY CLG 0 1 m } BEDROOM #2 LL _ LOCATIONS, AND RELATED PARTITIONS. I 0 f .SL - --------------- E 9 9 '�' / �w o 9 �2 HANDRAIL TOT WALL (SEE M4) ;7jO O I,I,I Il,u lila GUARDRAIL HEIGHT WALL. (SEE M3E) L 41X {/ z VIII (IIII VIII E` I I11 IIII VIII VIII 2'—a" O IL-0 2-SR N VIII III 1111 ® ATTIC ACCESS: LOCATION PER OWNER. DETAILS, 1 / II„I YII, I,IA MATERIALS, AND LABOR BY BLDR AS PER LOCAL CODES. 3YaX 3Yz BM IN CLG 2-8L DBL 2X4 COLLAR TIES OVER (MINIMUM 22"x30") ROOF BELOW 1 FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO <i I I 2' G" GYPSUM BD. WALL FINISH. (SEE M3) RISER= 75/a TREAD= 91/2° zz / `3Yex10Y2 BM36"X48" �¢"� I I D © 4' SPIRAL STAIR & RAIL. BUILDER TO SUPPLY ALL 0 m"' N I o 8 MATERIALS, DETAILS, & LABOR, AS PER OWNER. / BOOK SHELVES. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, AND LABOR BY BUILDER 2-8R x� m I I AS PER OWNER. BLDR. TO FRAME SHAFT FOR SKYLIGHT IN THIS AREA n \ a III BEDROOM #3 o OF BELVI I ERE OVER- x� READIN x II Imo i a 31/1 X1 BM 4 1 1 11 O I o \�`� 2953 2953 2953 2953 - - _ 12'_D„ \ ® 0 ROOF BELOW 2665 2965 �`GR�'i=-P' %� ROOF BELOW 444,Ca«APS her C=am CA�`cLBN/r='�i 1D'-9” 3,-0" 8•_D.. 4'-0° 4'-0" NA pQ' ttl�+ Fl?F NIE� A COPYRIGHT IS DUMMIED ON THESE DRAWINGS AND NO USE ANY BE ANOE OF THEM WITHOUTPRIORWRITTEN PERMISSION OF — 3 — _� ACORNA DIVISION OF DECK HOUSE, INC m G 930 MAIN STREET, ACTON, MASS. 9 ACORN® 01720 781 259-9450 © PETER & MEREDITH RUGG B B FISHERS ISLAND, NY 8 8 0 ROOF BELOW UPPER LEVEL PLAN 1/4-=V-0- DATE:/4-=1'-0" DATE: 7/7/00 JF -� 8/23/00 LL 9/18/00 JF 0 9/25/00 NIF w m w SHIPPING DATE: 0 q � A B 8 CH 2800 JOB NO PAGE NO # 2781 4 64._D. 2•_D.. 28'_D' 20'-0" 13'-0" T-oINTERIOR SEE DETAIL BOOKFRAMINGOR PAG S LI-L7: I I EXTERIOR DOOR, INTERIOR TRIM: SEE DETAIL BOOK PAGES L8-117 __ _ _ WINDOW, INTERIOR TRIM: T _--____ !1 SEE DETAIL BOOK PAGES L18-127 / I ' WALL & CEILING SUGGESTED FINISH: II �" SEE DETAIL BOOK PAGES L39-148 SC.RFEN�P/ORCH I , \HVAC SOFFIT OVER. ACORN TO SUPPLY LOOSE /\2x3'S. BUILDER TO FRAME SOFFIT AS REQUIRED. SEE DETAIL ON ENERGY DATA PAGE x EXTRA LINE AT EXTERIOR WALL INDICATES r`\I`i I I � -' „-'"� FOIL FACED URETHANE INSULATION SUPPLIED / // R� \`IT- � V 1 / R kY' s'� (SEE INSTALLELD BY BOOKPAGEK8) 1 �' 1� J (/ I I J.dI' I x INDICATES STRAPPING (BY BUILDER) 3-0 SOREENDOB R r �, r� TG OUSDCHSDETECTORS HINL BE INSTALLED VER TO OVER OUTSIDE EACH SEPARATE SLEEPING AREA THE IMMEDIATE 3-OL FG 2965 3665FG O O i7 VICINITY OF BEDROOMS AND ON EACH STORY OF THE DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS, ALL DECK N DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE (W/ CENT RAIL) INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS \ / [REF. 1193 2 & 721.1 NY STATE BUILDING CODE] N �\ FAM I LY / 1 D STEPS TO GRADE AS REQUIRED. BUILDER TO SUPPLY ALL \ Z MATERI S, & LABOR, AS PER OWNER. — — — \\�I/ _ _ _ _ FOVER��� C(Z24' SPIRAL STAIR. BUIL ER TO SUPPLY ALL TERIALS, DETAI 1 FG� R OWNER. � G 2981 FG 6 SLUl 2987FG .n I I � �� ✓�.a%��..�u�-gyp N N I � I qLJ I Y II n oli DINING 1^ � I mll W11 m I� M O r I OW OO I ---------- z � I 00 KITCHEN I I gPT1HEly5, /jam+ SCREEN PORCH PLAN w G G CIS T 023453 Q VY \Z HANDRAIL OGT WA NEV`7 i \ eFLpw � 7 �.d i BEOOM E OF THEM Wrtm UT PRIORON THESEWRITTEN CPERMISSIION DRAWINS AND NO OF MAV I �ELV�DE w \ / o kw ACORNA DIVISION OF DECK HOUSE, INC 930 MAIN STREET, ACTON, MASS. 01720 781 259-9450 i ® ® PETER & MEREDITH RUGG FISHERS ISLAND, NY ROOF BELOW 2953 2953 2953 FG OVERo SCREEN PORCH & BELVEDERE PLANS w m 0,_D„ 1/4„_l,_D„ DATE: 7/7/00 JF 8/23/00 LL BELVEDERE PLAN 9/25/9/, 5/ JF 00 JF SHIPPING DATE: CH 2800 JOB NO. PAGE N0. # 2781 rj 0 WINDOW WITH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FT (24"H%2D"W MIN.) rO = WINDOW WITH TEMPERED GLASS METAL FLUES & CHASE NOTE: "FLASHBAND" FOIL FACED, ASPHALT TOP BY BUILDER TAPE TO BE APPLIED TO ALL VERTICAL AND EE HORIZONTAL WINDOW AND DOOR MULLIONS PRIOR TO TRIM. 5/4x5V2 TRIM LOOSE 5/4"x3/2" CEDAR TRIM PROVIDED BY ACORN FOR SURROUND'1 WINDOW SIDES & HEAD. 1�/i6"x3Y4" TRIM PROVIDED FOR SILLS. BUILDER TO TRIM WINDOWS AS REQUIRED. BELVEDERE LEVEL " 10 STEPS TO GRADE 1x4 DECKING ON TREADS. (SEE D5) 208' CLAD PELLA SLIDING GLASS DOOR SUPPLIED LOOSE. BUILDER TO FRAME IN FIELD ACORN TO SUPPLY; \\ - Y2" PLY SHEATHING (SIZE PER CONSTRUCTION LIST) /1/1 E \ - (2) 4x4 POSTS @ 6-11-12 \ / , - TRIM , 4xIO HDR (0-9-4)MSIZE/LOCATION PER ELEVATION ( - '/z" SHOE @ 0-3-8x8' WINDOW(S) TACKED LOOSE IN PANELS: BUILDER TO _ INSTALL AFTER SECURELY NAILING PANELS TOGETHER UPPER LEVEL - - - - - ® ACORN TO SUPPLY PANELS FOR (3) SIDES, -- - BUILDER TO FRAME & SHEATHE REAR OF SURROUND l W/ STOCK LENGTH MATERIALS PROVIDED. I it II it I �r�� II LILLI / \ 50 BUILDER TO INSTALL SCREENING & SCREEN TRIM, AFTER I�� I - _I ,III APPLICATION OF SIDING AND REGULAR TRIM. SEE DETAIL 11 � ��I' / \ / \ BOOK, SCREEN PORCH SECTION FOR INSTALLATION. IFT-TTFI—I I= Ili 11 1 1 Ill 11 1 Ill // \\ ©RETAINING WALL BY BUILDER. AS PER OWNER AS // \ / REQUIRED BY THE SITE CONDITIONS. 70 BUILDER TO PROVIDE ADEQUATE VENTILATION PER SECTION 800.4 OF THE N.Y. STATE CODE. 9-0 X 7-0 O.H.\\ //9-0 X 7-0 O.H \\ //9-0 X 7-0 O.H.\\ \� ENTRY / DOOR BY BLDR \ / DOOR BY BLDR \ / DOOR BY BLDR \ GARAGE LEVEL / \ / \ / \ DECK & NT. RAIL 7 RO N T ELEVATION 6 9-D X 7-0 D.H. \ 9-0 X 7-0 O.H. LOWER LEVEL \ / DOOR BY BLDR \ / DOOR BY BLDR \ L © _ - METAL FLUES & CHASE TOP BY BUILDER BELVEDERE' I EDERE LEVEL /451/2 TRIM - -- - - -- - - - - - -- - 2'X6' WOOD - - - - SURROUND ZtHEW, it oe \ J O�rn o34 s < 2 5 g Op ml UPPER LEVEL �'"�:h�r✓ "I A COPYRIONF IS CLAMED ON THESE DRAWINGS AND NO USE RAT BE MME OF THEN WITHOUT PRIOR WRITER PERMISSION OF ' ACORNA DIVISION OF DECK HOUSE, INC I 1 11 1 11 1 1 1 1 it I 1 11 1 H I 1 11 1 11 1 1 11 1 1 // \\ // \\ 930 MAIN STREET, ACTON, MASS. /0 \ / \ / \ GREEN PORCH ACORN® 01720 781 259-9450 © PETER & MEREDITH RUGG FISHERS ISLAND, NY 8' SL FRONT & RIGHT ELEVATIONS ENTRY LEVEL NIL Ill 11 EQ \ DATE: 7/7/00 JF / \ 8/23/00 LL 0 / \ \\ i� 9/18/00 JF LILILLL-L \ / 9/25/00 JF \ / 8' SL I \\ // SHIPPING DATE: GARAGE LEVEL \\ / \ LOWER LEVEL CH11 Ir liddi I it Ii IIIIii III I Ii dill III it III IfIrli III I III lit Ill I I H 28OO JOB NO PAGE NO. RIGHT ELEVATION L - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I # 2781 6 O = WINDOW WITH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FT (24"Hx20"W MIN.) O = WINDOW WITH TEMPERED GLASS METAL FLUES & CHASE TOP BY BUILDER NOTE: "FLASHBAND" FOIL FACED, ASPHALT TAPE TO BE APPLIED TO ALL VERTICAL AND 2'x4' WOOD HORIZONTAL WINDOW AND DOOR MULLIONS 5/4x5Y2 TRI SURROUND PRIOR TO TRIM. - METAL FLUES & CHASE - _ TOP BY BUILDER LOOSE 5/4"0Y2" CEDAR TRIM PROVIDED BY ACORN FOR WINDOW SIDES & HEAD. IVIG%31A' TRIM PROVIDED FOR - - _ SILLS. BUILDER TO TRIM WINDOWS AS REQUIRED. BELVEDERE LEVEL VS 304 ! .- — — — — - - ` -_ _ - _ _ Q STEPS TO GRADE AS REQUIRED. BUILDER TO SUPPLY ALL \ - - MATERIALS, DETAILS, & LABOR, AS PER OWNER. / 20 ACORN TO SUPPLY WALL PANEL WITH ROUGH OPENING. BUILDER TO INSTALL SLIDING GLASS DOOR. - - - - - - 3 ACORN TO SUPPLY PANELS FOR 3 SIDES, UPPER LEVEL BUILDER T 0 FRAME & S SHEATHE REAR OF SURROUND — — — — a W/ STOCK LENGTH MATERIALS PROVIDED. \\ OtL FRAME.TO(S EADS) 1x4 DECKING ON P.T. 2x4 TREAD i \ SCREEN PO H BUILDER TO INSTALL SCREENING & SCREEN TRIM, AFTER APPLICATION OF SIDING AND REGULAR TRIM, SEE DETAIL ` 6' SL / `\ BOOK, SCREEN PORCH SECTION FOR INSTALLATION. 1 11 IT ©RETAINING WALL BY BUILDER, AS PER OWNER AS i REQUIRED BY THE SITE CONDITIONS. 6 ® ® \` // BUILDER TO PROVIDE ADEQUATE VENTILATION PER / — — LEVEL SECTION 800.4 OF THE N.Y. STATE CODE. --------DECK--------- RTIE--------- ---------------- -------------- GARAGE LEVEL 6 4 2'X5' WOOD 1 7 1 / SURRROOUND I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� REAR ELEVATION LOWER LEVEL J - - - - - - - - - - - - - - - - - I � - - - L - - - - - - - - - - - - - -I - - - - � ElEll METAL FLUES & CHASE TOP BY BUILDER - - - BELVEDERE LEVEL - - - 5/451/2 - _ TRI - _ 2'X5' WOOD SURROUND - kB Np� CN 5 T' \ W t � y th / \ C/J lycc U y05'b �4FNF`N f.ZF UPPER LEVEL - - - wMEO ON 1HESE oRAWrvcs auoo u - - - N USE MAY BE MADE OF THEM WRNo1R PWOR WRRIEN PERMISSION of a _ ACORNA DlwsloN of DECK HOUSE, INC 930 MAIN STREET, ACTON, MASS 01720 781 259-9450 © PETER & MEREDITH RUGG GREEN PORCH // `\ ` / / \ FISHERS ISLAND, NY `\ Hill REAR & RIGHT ELEVATIONS ENTRY LEVEL - - - - - - - 1/4"=1'-0" ---------------------------- - Dare 7 GARAGE LEVEL 7700 JF 8/23/00 LL 9/18/00 JF 9/25/00 JF SHIPPING DATE: I— - - - - - - 1- - - - - - - - T- LOWER LEVEL _ _ L_ doe NO, 2800 PACE No. — — — — L -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - -� - - - - - I- J # 2781 "r LEFT ELEVATION 10•_0" B'-0" 12'-0" 8'-0" 20•_0" i CA /2 31 BP W / NT 2X12 RAFTERS @ BI CANT Y2 IP W/ 2X12 RAFT RS @ CANT STRIP 24 O/C 24" 0/C el 11 11 IIIX 54 m DBL 2X4 COILAR� TIES @ 48" 0 C n m 2X10'S @ 24" O/C x 3YeX107/z M 12" W/ Y4' PLY J 31/8X1 -� W/ CANT STRIP 10`+0' 18'—p" m z 8 7/8" o a � x FLOOR TRUSSES @ 19.2" 0 C FLOOR TRUSSES @ 19.2 O/C :o 5X131/2 BM 5X137/2 BM DBL 2X6 � DBL 2X6 P.T. SILL P.T. SILL 1 —p" GARAGE A > ALL FRAME WALLS COMMON WITH THE RESIDENCE TO BE ALL FRAME WALLS COMMON WITH THE RESIDENCE TO BE _ FINISHED WITH 1/2" GYPSUM WALLBOARD BOTH SIDES FINISHED WITH 1/2" GYPSUM WALLBOARD BOTH SIDES cO TO PROVIDE A FIRE RESISTENCE RATING OF 3/4 HOUR. TOPROVIDE A FIRE WRESISTENCE RATING OF 3/4 HOUR. rREF. UL. DESIGN U317] LOP LEVEL SLAB LOWER LEVEL SLAB SECTION A—A DBL 2x6 DBL 2x6 z P.T. SILL z P.T. SILL 0 3 � SECTION B — B a ® a ® 10'-0" 4'-0' 3'-0" 5'-0" 5-0" 3'-0" 16'-0" QE RIDGE FLOOR AND FRAMING LUMBER GRADE: 12'-0" 6'-0" 7s'—p" JOISTS AND HEADERS OF FLOOR FRAMING AND RAFTERS OF ROOF FRAMING SHALL BE-HEM-FIR NO. 2 OR BETTER W/ A MINIMUM Fb OF 850 PSI AND E OF 1,300,000 PSI (OR EQUIVALENT) 3%X137/2 BM W/ 3�/e" & 5" LAMINATED BEAMS SHALL BE DOUGLAS-FIR RIDGE CAP W/ A MINIMUM FID OF 2400 PSI AND E OF 1,800,000 PSI SIT FLOOR ON (OR EQUIVALENT). 24F-V8 2X12 AFTERS 31/6x191/2 BM 4x- BEAMS SHALL BE DOUGLAS-FIR LARCH N0. 1 W/ A @ 24' 0/C BLDR. TO SCAB RAFTERS BLDR. TO SCAB RAFTERS W/ MINIMUM Fb OF 1000 PSI AND E OF 1,700,000 PSI 1/2' PLY @ 11'x24" (OR EQUIVALENT). BELVEDERE (ONE SIDE ONLY) (ONE SIDE ONLY) 2X12'S @ 16 0/C DECK FRAMING LUMBER GRADE: 12" 3YAX191h BM W/ JOISTS AND HEADERS OF DECK FRAMING SHALL BE I CANT STRIP PRESSURE TREATED [.25 CCA, KDAT] SOUTHERN YELLOW 1 7 _ PINE NO. 2 W A MINIMUM Fb OF 1200 PSI FOR 2x8'S 3YMX191/2 BM 37/Ax191Y2 B 2X10'S @ 24" 0 C W �24" O/C AND @ ) W/ CANT STRIP W/ CANT 5 RIP AND E OF 1,400,000 PSI OR EQUIVALENT. 37'A 107/2 BM 2X12 RAFTERS 31/ 1 2 BM - - @ 24" 0/C 2x12 RFTRS @ 24" 0/C n / a 12" 1Q HANDRAIL HEIGHT WALL. (SEE M4) 8 2/A" 2Q GUARDRAIL HEIGHT WALL. (SEE M3E) a �a, 30 FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO GYPSUM BD. WALL FINISH. (SEE M3) RISER- 74'A" & TREAD= 91/2" ® BUILDER TO PROVIDE ADEQUATE VENTILATION PER SECTION 800.4 OF THE N.Y. STATE CODE. FLO R TRUSSES @ 19.2" C L00 TRUSSE C 2 �.` A ODE OF IS MW WITHOUT ON iHEAE DRAWINGS AM NO USE MAT FLOOR TRUSSES FLOOR TRUSSES eA �uoA or IDEM wnxaur PRIOR wRmEx rERMissioM ov 1 @ 24" 0/C @ 24" 0/C 37/8x107/z 37/e iDYz BM 3�KAx10Yz BM 3'Ax10Yz BM DUCT SOFFIT 31/8X101/2 BM ACORNA DIVISION OF DECK HOUSE, INC 930 MAIN STREET, ACTON, MASS. GARAGE ACORN® 01720 781 259-9450 10'-31/2" 8'-0" d, a T-101/4" 4'-31/2" 2'-101/4" 73'-p" L2-O' 16-31/2" - 16'-0" ALL FRAME WALLS COMMON WITH THE RESIDENCE TO BE M �+ PETER & MEREDITH RUGG I FINISHED WITH 1/2" GYPSUM WALLBOARD BOTH SIDES FISHERS ISLAND, NY TO PROVIDE A FIRE RESISTENCE RATING OF 3/4 HOUR. a � [REF. UL DESIGN 03171 m -m SECTIONS A—A, B—B, C—C, & D—D FLOOR TRUSSES @ 19.2 i FLOOR TRUSSES @ 19.2 0 C CRAWLSPACE ImEby 4" SLAB DBL 2x6 ® DBL 2x6 7 7 3/@X10/2 BM �/4"=l'—D" gtHEly SAM 1 1 J = P.T. SILL _ 16_ „ 3/ex10/z BM 31/8X101/2 BM DBL 2X6 3%8X10'/2 BM DATE. 30 4'-0" is'-p" P.T. SILL 7/7/00 JF a 8/23/00 1 -I 9/18/88 JF NJ� 023453 Q' < f 2x3 FURRING 1p ��T, 9/25/00 JF SOF 16'-31/2' S-81/2" - W/ P.T. 2x4 SHO SHIPPING DATE- (SEE K1) /1H 4" SLAB 2800 8 0 0 SECTION C — C SLAB DBL 2x6 SECTION D — D DBL 2x6 JOB NO.C n („J PAGE NO P.T. SILL P.T. SILL # 2781 V 4•-3 1/2" 13'-8 1/2" I 31/8X101/2 BM W/ RIDGE CAP 12" 2X6'S @ 24" 0/C 2X1 RAFTERS @ W/O PLY 8 '� 24" O/C __-_-- 3'IBX1O'/2 M W/ 2X10•S @ 24" 0/C CANT ST W/ 4'4" PLY w ci DBL 2X4 COLLAR .r TIES @ 72" 0/C 2x12'S RAFTERS n @ 24" 0/C 12" o - o I o � i i 0 0 m = o 11 FLOOR USSES @ 16 0 FLOOR TRUSSES @ 19.2' O/C 3J Na DUCT SOFFIT 318X15 BM 2p•_p" 18._p. CENTENNIAL DECK RAIL NOT SHOWN FLOOR TRUSSES @ 19.2 0 FLOOR TRUSSES @ 19.2" 0 C FLO TR SES 19. 0 / 2X8 P.T. DECK JOISTS @ 12 O/C \�3Yex7'h DBL 2X6 3U8X10Y2 BMP.T. BM S DBL 2X6 P.T. SILL P.T. SILL 16'-3 1/2" 3'-8 1/2" DBL 2x6 4" SLAB IT - PT SILL 4' SLAB SECTION E - E DBL 2x6 P.T. SILL BOOR AND FRAMING LUMBER GRADE: SECTION F- F JOISTS AND HEADERS OF FLOOR FRAMING AND RAFTERS OF ROOF FRAMING SHALL BE—HEM—FIR NO. 2 OR BETTER W/ A MINIMUM Fb OF 850 PSI AND E OF 1,300,000 PSI ED (OR EQUIVALENT) 31/a" & 5" LAMINATED BEAMS SHALL BE DOUGLAS—FIR W/ A MINIMUM Fb OF 2400 PSI AND E OF 1,800,000 PSI (OR EQUIVALENT). 24F—V8 12' o" t2' o" 4x_ BEAMS SHALL BE DOUGLAS—FIR LARCH NO. 1 W/ A MINIMUM Fb OF 1000 PSI AND E OF 1,700,000 PSI (OR EQUIVALENT). DEOK FRAMING LUMBER GRADE JOISTS AND HEADERS OF DECK FRAMING SHALL BE PRESSURE TREATED [ 25 CCA, KDAT] SOUTHERN YELLOW FUTURE EXPANSION PINE N0, 2 W/ A MINIMUM Fb OF 1200 PSI (FOR 2x8'S) OVEGARAGE AND E OF 1,400,000 PSI OR EQUIVALENT. R (SHOWN DASHED) — ________— �_� 1�HANDRAIL HEIGHT WALL. (SEE M4) GUARDRAIL HEIGHT WALL. (SEE M3E) 2x®24R FTCRS VA ri I �3 FACTORY—BUILT STAIR TO BE INSTALLED PRIOR TO 12" GYPSUM BD. WALL FINISH. (SEE M3) RISER= 74'8" & TREAD= 9+h" 8/8" II II A COPYRIGHT IS "MED ON THESE DRAWINGS AND NO USE MAY BE MIME OF THEM WRHOUT PRIOR WRIIIEN PERMISSION OF AC.ORNA DIVISION OF DECK HOUSE, INC 90 s FLOOR TRUSSES @ 24" 0 C I. ACORN® 001720MAIN STREET, ACTON, 7815 259-9450 © i PETER & MEREDITH RUGG 31AX701/2 BM FISHERS ISLAND, NY SECTIONS E-E, F-F, & G-G GARAGE ALL FRAME WALLS COMMON WITH THE RESIDENCE TO BE �P2t H[Cy�yQ lJ� FINISHED WITH 1/2" GYPSUM WALLBOARD BOTH SIDES 1/4 =l —O TO PROVIDE A FIRE RESISTENCE RATING OF 3/4 HOUR. DATE m FtirI%2s;�2(f z [REF. UL. DESIGN U317] 7/7/00 JF 8/23/00 LL 23G53 9/18/00 JF ��:J"" -.M23.45s, 0 y 4" SLAB DBL 2x6 9/25/00 JF •� r Npl SILL SHIPPING DATE: CH 2800 SECTION G - G JOB N0. PAGE N0. # 2781 9 CENTENNIAL INTERIOR 1RIM: DOOR FRAMING & DRYWALL SHIMS SEE DETAIL BOOK PAGES L1 -L9 36'-D" 10'-0' 20'_01. 18'-D" 10'_0" WINDOW & DOOR: SEE DETAIL BOOK PAGES L10-L29 6'-D" 7-0" SOLARIUM: SEE DETAIL BOOK PAGES L30-L39 COMPONENTS: --- _ SEE DETAIL BOOK PAGES L40-1_59 00 BffOR E DRYWALL APPUCAIM: �I o1 1 THE LAMINATED BEAMS USED IN THIS HOUSE ARE I I I TYPICALLY 31/e" WDE. ACORN RECOMMENDS THESE BEAMS ONLY BE EXPOSED IN AREAS WHERE THERE IS NO I I I I PARTITION UNDER THE BEAM. IN AREAS WHERE A PARTITION IS UNDER THE BEAM 9 I I I I 9 SHIM THE BEAMS WITH 3/16" X MI " X 8' PLY SHIMS PROVIDED. SEE DETAILS ON PAGE L6 I I I I IN THE DETAIL BOOK FOR SHIM LOCATIONS. EXTRA LINE AT EXTERIOR WALL INDICATES tq 1 ..-..-..-.._..-..-..-. _ FOIL FACED URETHANE INSULATION SUPPLIED " _ & INSTALLED BY BUILDER. "-'` -' -"'-"-' -' -' -' (SEE DETAIL BOOK PAGE K8) 4x6 FILLER POST ---- - --- - -- - - -- - 9 7-7-15 31/eX151FBM OVEJ © ® INDICATES STRAPPING (BY BUILDER) I _ I VS 304 F—I VS 304 _..-PP I m II C SMOKE DETECTORS: SMOKE DETECTORS SHALL BE INSTALLED � I L--.J 33{4J y_p^`- e 14'-1 3/4" OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE CIO BEDROOM # "' — 919 91fl IIII VICINITY OF BEDROOMS AND ON EACH STORY OF THE 1-31 ',,5 BM OVER _ ---- —OL F IIID 110 TIO ry � DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE _ _ — CONNEC—ED TO A SOUNDING DEVICE OR OTHER DETECTORS TO ----_-_--_ - -�- -- ----- m `J 019 TIO N T R LINE OF TRAY CLG-� y nu u, PROVIDE AN ALARM ADDIBLE IN ALL SLEEPING AREAS ALL B DROOM2 4 DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE E �I ,� 0 0 2-SL -" }_ .a INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS �' 'a - E [REF. 1193.2 & 721.1 NY STATE BUILDING CODE) 0 12'-0" -�-91/4' III S z fl9 17'- 101/4"IIII oil III 1 BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR 2-8R h IIII 119 Ilfl FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE 4x6 FILLER POST S L---� n,o nu uu `� LOCATIONS, AND RELATED PARTITIONS. @ 7-p-2 1 2-gL DBL 2X COLLAR TIES 0 R I 3%X13/2 BM IN CLG 9 4 II // ROOF BELOW - _ _ _ _ _ _ _ _ ®-48'- 0 _C SEE ,P 20 ,._ _ _ HANDRAIL HOT WALL (SEE M4) - - // r o GUARDRAIL HEIGHT WALL (SEE M3E) / / o --- ® I, ® ATTIC ACCESS: LOCATION PER OWNER. DETAILS, 31/ex10%2 BM - 1 36"X36" � ' I ! D MATERIALS, AND LABOR 8Y BLDR AS PER LOCAL CODES SHOWER no II I I o 8 (MINIMUM 22°00") / m FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO GYPSUM BD. WALL FINISH. (SEE M3) / J 2-8R I,I f m I I RISER= 78e'•, TREAD= 91/2" m I /// 110 7/8" m 3'-4" 4' 9 1/8" 4'-1 3/4" 0 :19-10 1/4" o j / 4x4 FILLER POST zs�9 ©26' MIN CLEAR WIDTH SPIRAL STAIR & RAIL BUILDER TO N n \ @ 6-3-4 1�= no„ BE #3 i SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER M \ \\ -- m LIN OF BEL ERE OVER 7 0 - - 7Q BOOK SHELVES BUILDER TO SUPPLY ALL \ ry I I MATERIALS, DETAILS, AND LABOR BY BUILDER AS PER OWNER. © O 8 BLDR. TO FRAME SHAFT FOR SKYLIGHT IN THIS AREA c x� READING \ mo os 11 ,-,o n0 1 I 6 �9BUILDER TO FRAME DBL 2X4 STUD INTO FLOOR \\ 3Yex101/2 BM 3 I TO STIFFEN THIS END OF WALL. II 1 II _ _ 11 7� I ! I L___ - - - 11 — - - - --- TRANSOM CLASS OVER DOOR BY BUILDER. 2953 2953 2953 i BUILDER TO SUPPLY ALL MATERIALS, DETAILS, \\\ 4x4 FILLER POST 11 40 FILLER POS O O AND LABOR BY BUILDER AS PER OWNER. \\\\ o @ 10-3-5 7 \ � I \\\\ ROOF BELOW -- -- 2953 2953 gPttHElroy`,'�,;� ROOF BELOW ow a � c?, 53-0„ V—D. 3 ,/8• S-87/8" q_p• Nq�. X23453 ©I — — — FOFN 26' MIN CLEAR WIDTH SPIRAL STAIR & RAIL BUILDER TOJ SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. o 8 MIO OF 1 IWFHO,ED nN PRIaRF'ARRMN�PFAN�9510N OF WY ACORNA DIVISION OF DECK HOUSE, INC m - 930 MAIN STREET, ACTON, MASS. G o ACORN® 01720 787 259-9450 © 9 � I PETER & MEREDITH RUGG B B FISHERS ISLAND, NY a I a I o I UPPER LEVEL PLAN ROOF BELOW 1 � m M 1/4"=V-0" • M DATE: 7/7/0o JF 2/27/01 RMH/JF 8/23/00 LL REV. 5/19/01 JF 9/18/00 JF 1 0 9/25/00 JF 1 w I m SHIPPING DATE: 1 0 AIle A CH 2800 8 1 8 _ JOB NO. PAGE NO. �I # 2 781 4 64'-0' z'_D• ze._O. i 20'-C CENIENNIAL INTERIOR TRIM: DOOR FRAMING & DRYWALL SHIMS s SEE DETAIL BOOK PAGES L1-L9 WINDOW & DOOR: SEE DETAIL BOOK PAGES L10-129 SOLi11 SEE ADETAIL BOOK PAGES L30-L39 COMPONENTS o> " 40II SEE DETAIL BOOK PAGES L40-L59 -c nm _ _ _ o li �EXTRA LINE A�RIOR WALL INDICATES �" FOIL FACED URETHANE INSULATION SUPPLIED ' SC R �yt o�AT II ?H (SEE BOOK D BUILDER. PAGE K8) Jf � / �� 2x6 CEDAR HANDRAIL @ 1/4' �- q/� " SEEAP JQE� DVER \�l \� I- _ -_-_ --__--- _-- INDICATES STRAPPING (BY BUILDER) 4296:5 2x6 CEDAR HANDRAIL @ 1/16,CCM44 CDM48 CDM48 CDM44 -SMOKE OEACH SE: SMOKE DETECTORS SHALL E INSTALLED OUTSIDE EACH SEPARATE SLE'cPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND ON EACH STORY OF THE DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO > PROVDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL DETECTORS SHALL BE APPROVED AND LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTONS G VER OVER OO [REF. 1193.2 & 721.1 NY STATE BUILDING CODE] 3-OL FG 3665FG U Q DECK CRICKET BY BUILDER 105TEP5 TO GRADE. 1x4 DECKING ON RT 2x4 TREAD (W/ CENT RAIL) a FRAME (SEE D5) SEE D8 m 2026' MIN CLEAR WIDTH SPIRAL STAIR & RAIL BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. FAMILY / E 3� WINDOW SEAT: BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE !ECKLOCATIONS, AND RELATED PARTITIONS.OF('.LLOWE(5�0/011.) PLAN 06 29BIFG 6' SL 2981FO I m I YII � mii� DINING F I SII m MO flI � I DW 00 N 0 zm n o KITCHEN SCREEN PORCH PLAN � PEDFlRCt C�5 PZ-THEW,<, O �9 023453 Q� 0 I m ° - - IG - r�0F NE 30 . HANDRAIL HGT WALL C BELOW B A fAMGHT IS CMED ON THESE O WINGS AND No USE NAY BELVEDERE 0 n BE WE OF THEN W7 PRION OMNI PERMISSION OF c NI ACORNA DIVISION OF DECK HOUSE, INC 930 MAIN STREET, ACTON, MASS. L ACORN® 01720 781 259-9450 PETER & MEREDITH RUGG Ni O O FISHERS ISLAND, NY ROOF BELOW . - 29537.953 2953 Fc OVER I o SCREEN PORCH & BELVEDERE PLANS I � w I 1/4"=l '-0" 26' MIN (REAR WIDTH SPIRAL STAIR k RAIL BUILDER TO DATE: 7/7 00 JF 2/27/01 RMH/JF SUPPLY ALLMATERIALS, DETAILS, & LABOR, AS PER OWNER. 8/23/00 LL REV. 5/19/01 BELVEDERE PLAN 9/18/00 JF 9/25/00 JF SWPPING DATE: CH 2800 J09 NO PAGE NO. # 2781 5 r WINDOW WITH MINIMUM NET CLEAR OPENING B O OF 5.7 SQUARE FT (24"Hx20"W MIN.) EAN HGT OF GAB 20 -_; . . A OE = WINDOW WITH TEMPERED GLASS 21 METAL FLUES & CHASE NOTE: "FLASHBAND" FOIL FACED, ASPHALT °' 1'�'I_T TOP BY BUILDER TAPE TO BE APPLIED TO ALL VERTICAL AND \ §, a) HORIZONTAL WINDOW AND DOOR MULLIONS PRIOR TO TRIM. /4x582 TRIM -T'`�-L-� LOOSE 5/4"05" CEDAR TRIM PROVIDED BY ACORN FOR - r Lo ' SURROUND ' WINDOW SIDES & HEAD. IV16%3V4' TRIM PROVIDED FOR L ® SILLS. BUILDER TO TRIM WINDOWS AS REQUIRED. BELVEDERE LEVEL - - - — -- - - - - - - - 111L - 2 - S10 SIT rl s 1 I , rA 201�STEPS TO GRADE. 1x4 DECKING ON TREADS. (SEE D5) T'I'TS; - B 8' CLAD PELLA SLIDING GLASS DOOR SUPPLIED LOOSE. a BUILDER TO FRAME IN FIELD. ACORN TO SUPPLY; B -- -.. r '_ ,/ \\ _ ,/ 1 \♦ ,/ \ Tr '�'-'� � 1 • 3�WINDOW(S) TACKED LOOSE IN PANELS: BUILDER TO _[E6 INSTALL AFTER SECURELY NAILING PANELS TOGETHER ® ACORN TO SUPPLY PANELS FOR (3) SIDES, FV1 LT BUILDER TO FRAME & SHEATHE REAR OF SURROUND -I _- i• _ _ 20 W/ STOCK LENGTH MATERIALS PROVIDED. rA I P _ 20 L la .+ � I a !- -' -} 5�BUILDER TO INSTALL SCREENING & SCREEN TRIM, AFTER lyi f ''L nom'' ''� "''`� 20 APPLICATION OF SIDING AND REGULAR TRIM. SEE DETAIL 01 UPPER LEVEL -� _ 14: r 1 19 �i � ' , ,� '" " - loll �T• BOOK, PAGE D14 �, I _ �, • n= �� : 1 SLI - a- ,' '` 1� - 1 (6) RETAINING WALL BY BUILDER. AS PER OWNER AS l I �� F-11L.I . ,� I �, i� 1���i itk� -'.r'P L --- , Y � REQUIRED BY THE SITE CONDITIONS. Imo, .E , �. 7� BUILDER TO PROVIDE ADEQUATE VENTILATION PER . . 11 ,,.a1.r. 1.4 l�i__17 �. '.� �I 1 C E ',� - 1 I L F ♦ / * � i _ SECTION 800.4 OF THE N.Y. STATE CODE. S6 SA I � _ a SIM I / \\ 522 / \\ : Tl / \\ T, -,-J- ' 2 _ I f _ ry IT - $4`J 3 LJ 2 � , F �— �-tea' - I 1 -1 L.r i_, 25 µ- -( J �'�"1' E � 1irT f 9 I^I.',- A _ T - �]. P 1.'T / 9-0 X 8-0 O.H. \ / 9-0 X 8-0 O.H. \ �..d / 9-0 X 8-0 O.N \ _ -IT / \ / \ l \ f l -4 1 L ��'.' - COOR BY BI OR DCOR BY BI DR \ `�_ I-� ENTRY .r GARAGE LEVEL r -� ._. 1 / \ / 2 - 7wi 1 / \ T S22 \ T---- S4 / \ / \ u,.. . . a 22 ��"� h / s—D z a—a a.H. L1 s—D z a—D D.H. R O N T ELEVATION L- — — —6 � / DOOR BY BLOR \ / 000R BY BLDR \ rI LOWER LEVEL 20 ; - - - _ - - - - - - - - - - -a i TYPICAL ROOFING _ - '•'"'.�"` '' 1 5/8" ROOF SHEATHING - �.�='1=a ^ -ice,--'.--,.1-I� S4 (RIP BY4" TRIM 2x4 CEDAR (RIP BY BEER) SUBFRAME IM6 X 2.4 IRM `_-,i,...ii i � _._L_� � . — — — — — — — — — — — — — — — — — — — 114e"x11" TRIM 2X12 RAFTER �` Yk L — — — — (RIP BY BLDR) "ABX 9 TRIM DBL 2X8 RAKE SPACER "dB X 2-%" TRIM 1_l- V IIS3AX101h OM -r "/io X 5'A TRIM (RIPPED) METAL FLUES & CHASE i - I TOP BY BUILDER "Ae"x11" TRIM fOR SCREENS SEE D14 - Ia�' E 21 2D 4BELVEDERE LEVEL (RIP BY BLDR) !I -> � _.._. —. —..—.—. — — IIAW'&A" TRIM 2x4 CEDAR L . I - ! -+; A (RIP BY BLDR) SUBFRAME MODULE LINE 1X6 T&G CEDAR CEILING— - 75/4x5'/2 TRIM O SCREEN PORCH ® RAKE 2'zs' WOOD BL ' SURROUND SCALE 1"-1' 0" r a= ,� '-y" ''� y _ ` Q ELDA IF ' BEAM SC Q ,P- N A \ / 023455 B L� 1_ _L 21 1 . � 2 OF p I 20 ' ' ' J ' I 1 # I 34, 6 UPPER LEVEL _.._.._ f L-L L I ' �� .i l 7 BEcWE'� 'i ffii Diff RmF �M�PiUOASSrox OF 1 l y 1_ 1� 1 IiI! 11 i- i 1 _1,T _ -I r� `f1 Tl >I � I�'' yy �J �.I �§` ACORN A DIVISION OF DECK HOUSE, INC T_al - -` A 930 MAIN STREET, ACTON, MASS. f; // \\ _h' - -J 1 6 1 ACORNS 01720 781 259-9450 _L._ , 8 -.1-1 - / \\ ' _ ,! - S32 CREEN PORCH S33 / / \ / S11 / S1 r / I : ' PETER & MEREDITH RUGG v vm / T � v -1 v / I"T ',� v / FISHERS ISLAND. NY LL vv T1 �L r `v � ' I _ vvv / L � I r " 7 FRONT & RIGHT ELEVATIONS 7-7 _ r jj `I. F 'LLL _ Jr —Ti _.� ILLI-I - - _ EL _ I - 'UT�i rl ENTRY LEVEL r S1D - f?l i r- 1 - '_ ' _ ' Y• _ { �,-, Li +_ r r' _ 1 Tt� ` r ` - _— I -' _ ------------------- f _ . L_:.. . I , :. 1,,� . :_ � _ y- 1 /4"=1'—Orr P T' L1 a s1D , TL } r I DEC r - _ � -x_ F I =J, i 1 h: L1,�,i.. .�t L.-.\ r�-i)Il- L— _ __---__— �__-- — —_— DATE: i- A I .. �� 1 - I L I_... 7 I I � .�.� L �T I I II I Y — 7/7�/00 JF 2/27/01 RMH/JF I- r s rry / -- , B/2 /oo LL REV. 5/18/01 JF -' 9 18 00 JF ,IE _ `r I L .� I T ,.I L41 - I -��. fi- �_i'I / \ > 9/25/00 JF I-1 '�'� ^^ L / SHIPPING DATE 1(L LI 1 L ' CH 2800 1 rl 1 I I _. I - , f� LS'- 4L Lam, T . _ '_ ". ' ••r- GARAGE LEVEL 8 LOWER LEVEL r , ; ✓` 521 JOB NO PAGE NO. RIGHT ELEVATION 2 7 $ 1 1 I L - - - - - - - - - - - - - - - - - - - - - d - - - - - - - - - - - - - - - - - 1-- - - - - - - - - - - - - - - - - - - - - �- �