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HomeMy WebLinkAbout29912-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31492 Date: 03/23/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 580 WEST SHORE DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 80 Block 1 Lot 48.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 14, 2003 pursuant to which Building Permit No. 29912-Z dated DECEMBER 5, 2003 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 WOOD DECK AS APPLIED FOR. The certificate is issued to RICHARD HEFFERNAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0085 03/07/06 ELECTRICAL CERTIFICATE NO. 022305 02/23/05 PLUMBERS CERTIFICATION DATED 11/10/05 MATTITUCK PLUMBING & HEAT uth rize 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-31498 Date: 03/23/06 THIS CERTIFIES that the building ACCESSORY Location of Property: 580 WEST SHORE DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 80 Block 1 Lot 48.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 14, 2003 pursuant to which Building Permit No. 29912-Z dated DECEMBER 5, 2003 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 IN FRONT YARD AS APPLIED FOR. The certificate is issued to RICHARD HEFFERNAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 022305 02/23/05 PLUMBERS CERTIFICATION DATED N/A A ho zed S gnature Rev. 1/81 S3-7- S-93y Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or . topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-couforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. G. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. (.F/ck New Construction: Old or Pre-existing Building: (check one) Location of Property: _;_ _23o we,5i e, 4 o r e 2j-;ye- cS0&&A o LcC House No. Street Hamlet Owner or Owners of Property: l �n _A� rl Suffolk County Tax Map No 1000, Section Block Lot.... Subdivision Filed Map. / / Loot: PetfrutNO.all r `" �-Date oFPenm . 5}D_ t3Apphr_ant- �,j2, ,6r / .#,0- Health Dept.Approval:_. _- _ Underwriters Approval: - Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ aJti. b L Applicant Signature ec�� 31 Y9 9' S3-2- a ? 3 `f Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. H. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and."pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 1. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. //// b, If New Construction: Old or Pre-existing Building: (check one) t- Location of Property: ___� fl �eS z` O�►!o r e Sri dG So�f o House No. Street/ r[ Hamlet Owner or Owners of Property: �1 G�� dfl er A � Suffolk County Tax Map No 1000, Section _ Block Lot_�Vj _ Subdivision 1 Filed Map. `� / Lot: Peauit3lo. G}�t�'" 1� -DatcefPetxnit:�'j'L7 �" pApplicant: �q�,.��y�gr !/E' e✓ JAA� Health Dept, Approval: _ _ Underwriters Approval: — Planning Board Approval: _ / Request for: Temporary Certificate Final Certificate: t/ / (check one) Fee Submitted: $ k0k/ Applicant Signature ro 3►`fga O cPiJrJ�rJ@PcP cPrJ0f00000 rJOM RIVE c� 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by C 5 5 rj G & S ELECTRICAL CONTR. RICHARD HEFFERNAN 5 SCJ P.O. BOX 215 730 WEST SHORE DR. r 5 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 5 Located at 730 WEST SHORE DR. SOUTHOLD, NY 11971 5 c� Application Number: 2014162 Certificate Number: 2014152 Section: Block: Lot: Building Permit: 29912 BDC: nsl1 5 Described as a Residential 3000-3600 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Detached Garage,Outside,Attic, r5 CS5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 S herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5 Day of 23rd February,2005. 5 5 Name OTY Rate Ratin Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Sensor 3 0 Carbon Monoxide CS�j Appliances and Accessories 5 , Oven 1 0 30 Amps 5 Dish Washer 1 0 1.2 KW Exhaust Fan 5 0 F.H.P. 5 Hydro Massage Tub(Tharapcatic 1 0 5 SFurnace 1 0 Gas 5 5 Panels 5 S' 1 60 2 5 5 Wiring and Devices Outlet 69 0 Fixture �5 5 Fixture 69 0 Incandescent 5 5 5 Outlet 101 0 General Purpose 5 Receptacle 60 0 General Purpose 5 5 Switch 52 0 General Putposz rj Dimmers 14 0 seai 5 Paddle Fan 4 0 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. 55 5 5 D rJ'� cPrJ� rJ'rJ'rJ� r.Ir�P cn�n rJ�r�rJ'rJo cls rJ�rJ� cPrJ'�r�rJ'cPrJ� r�r��r�cnr�rJ'cnr.PrJrrurJ�c.r�rnr�cfa o CCDc frJ�rJ�r f�cP rd rJr r�Pr�rPrJ�rJcPrJrJ�rJrJcJ�rJrJrJ rlr�rJ�rJ�cPrJrJ�rJ�rJ�rJ�cPrJ�rP�rJr�r�rJdPrlrJ�cPcPcPrJ�rJ�rJ�rJ�rJ�rJ�r�rJ�cPrJ�rJ�rJ� Co BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 �C 5 �7 CERTIFIES THAT 5 Upon the application of upon premises owned by c5 5 G & S ELECTRICAL CONTR. RICHARD HEFFERNAN 5 P.O. BOX 215 730 WEST SHORE DR. r� 5 SOUTHOLD, NY 11971, SOUTHOLD, NY 11971 5 c5 c� Located at 730 WEST SHORE DR, SOUTHOLD, NY 11971 5 e� Application Number: 2014152 Certificate Number: 2014152 5 5� Section: Block: Lot: Building Permit: 29912 BDC: nsl1 5 CI Described as a Residential 3000-3600 square ft. occupancy, wherein the premises electrical system consisting of r5j 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Detached Garage,Outside,Attic, r� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailedS 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 23rd February,2005. 5 5 Name OTY Rate Ratine Circuit Type 5 Receptacle 2 0 20 amp Laundry f� 5 GFCI Circuit Breaker 1 0 20 amp Appliance 5 Receptacle I1 0 GFCI SService 5 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb S 5 Meters: I 5 5 5 5 5 5 5 5 5 5 5 5 5 sea/ 5 5 2 of 2 rrr5 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 Io Fill gg�gggjj� 1 a �gOFFOC,�co 0 N = Town Hall, 53095 Main Road Oy Fax (631) 765-9502 P.O. Box 1179 �O! � Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. C � 9 9� R - z Owner: 1 Cj4 AP jPc,Nay (Please print) / Plumber: ✓c, k-iJro_ nt It (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. t Z4 (I lumbers Signature) Sworn to before me this /O day o 171c0 cv_, 200- DENISE KING Notary Public,State of New kxk Registration NOtKW41787 Oualified in Sulblk County I/ilw+✓ Commission Ex hes May 15,249 Notary Public, County 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. 29912 Z Date DECEMBER 5, 2003 Permission is hereby granted to: RICHARD HEFFERNAN 50 ROYDEN DRIVE EAST NORTH MERRICK,NY 11566 for DEMO OF AN EXISTING DWELLING AND CONSTRUCT A NEW DWELLING W/ ACYY GARAGE AS PER TRUSTEES/DEC . 2 COS REQUIRED SIMULTANIOUSLY at premises located at _ 580 WEST SHORE DR SOUTHOLD County Tax Map No. 473889 Section 080 Block 0001 Lot No. 048 . 001 pursuant to application dated NOVEMBER 14 , 2003 and approved by the Building Inspector to expire on JUNE 5 , 2005 . f Fee $ 2 , 204 . 90 ! '` r' -'A i ed Si4qature ORIGINAL v. 5/8/02 0 0 Albert J.Krupski, President �QF�QUTy Town Hall James King,Vice-President `O� �� 53095 Route 25 Artie Foster P.O.Box 1179 Ken Poliwoda Southold,New York 11971-0959 Peggy A Dickerson • y0 Telephone(631)765-1892 `yCO Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0086C Date Dec.21, 2005 TPIS CERTIFIES that the removal of existing dwelling and construction of new dwelling, garage, and septic system. At 730 West Shore Drive, Southold Suffolk County Tax Map# 80-1-48. 1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 9/12/03 pursuant to which Trustees Permit# 5826 Dated Oct,22, 2003 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is The removal of the existing dwelling, and construction of new dwelling, garage, and septic system. The certificate is issued to Richard Heffernan owner of the aforesaid property. Authorized Signature 150 West 55"Street,2C New York, N.Y. 10019 tel 212 541-4927 fax 212 541-6102 Sag Harbor, N.Y. tel 631 725-1264 dbafberridoems Mobile917 742-7825 August 19, 2004 Building Dept Town of Southold P.O. Box 1179 Southhold, NY 11971 Re: Permit # 29912 Dick & Debbie Heffernan 730 West Shore Drive Southold, NY 11971 Building Inspector, During my inspection of the above construction project I have observed that the strapping from the concrete foundation to the wood studs and sheathing has been assembled in accordance with the strapping details shown on the "Acorn" construction documents and in compliance with the "Residential Code of New York State". This has occurred in the areas that have been obscured by the cladding prior to notification of the strapping inspection requirements. Please further information is required please contact me at your convenience. Sincerely, . David Berridge PP c n CJs David Berridge Architect L �o�*OF SOuryo� roulm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING I STRAPPING [ FI [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION REMAR S: ✓� DATE �� l INSPECTORZ"L I 765-1802 BUILDING DEPT. NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �- �- Gl' DATE INSPECTO 765.1802 BUILDING DEPT. NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A IMNEY [ ] FIRESAFE INSPECTION REMA S: L42 WIT G t4 ZA DATE INSP 765.1802 BUILDING DEPT. SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 DATE INSPECTO 765.1802 BUILDING DEPT. INSPECTION [ ==ND ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:. r DATE � INSPE l 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2N [ ] INSULATION WA [ ] FRAMING '? t [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION pp REMARKS- A�r� G�n 'iC Lel Not A- b � r DATE '3' ° INSPECTOR / Q ( Gt/lJ�07 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOU DATION 2ND ( INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -.✓ / � REMARKS..- r /c� � - - --c_ - DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [,op ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � REMARKS: T�pr� 1�p�T DATE 40 INSPECTOR W 2, aoe souryo� f couxn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPE/ROUPLBG. [ ] FOUNDATION IST FOUNDATION 2ND FRAMING / STRAPPING [ ] FIREP ( & CHIMNEY [ ] FIRE SAFETY INSPECTIO REMARKS: 1 �J �-,� DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C - 4E. DrE DATE /o INSPECTOR Z4 a _ FIECDINS�BCTI013B$EORT DAXE. CO1�VffiVTS _ b FOUNDATION(1ST) cc FOUNDATION(ZDID) dm t z ROVGHFBAIG& havt r�e� .ko{ Ce�} ,�' 41- ff PZIIl�ffitNG SC `J�^P w !� ��cn Ont t `T y INSULATION P=.N.Y. jPF ----------------- STATE]M ET=GY CODS; �] C. FINAL / yY ADIRMONAL COl 0�/ r V-1" Z m t P- ' O z 4 New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook, New York 11790-2356 ' AM Telephone(516)444-0365 Facsimile (516)444-0360 dboo John P.Cahill Conur&sioner LETTER OF NONJURISDICTION—TIDAL WETLANDS February 23, 1999 Richard Heffernan Re: 1-4738-02181/00001 50 Roydon Drive East Heffernan Property Merrick, NY 11566 730 West Shore Dr., Southold SCTM# 1000-30-1-48 Dear Mr. Heffernan; Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the property landward of the existing bulkhead constructed prior to 8/20/77 as shown on NYSDEC Tidal Wetlan. Map# 718-546 and the survey prepared by Roderick VanTuyl dated 11/8/76 is beyond the Article 2''Tidal Wetlands jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15'to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Rog Evans Post-IN Fax Note 7671 Da�e�p/Z p Agooes� I Pe Administrator To From l�n>v co.ioavc co. Phone k Phone M Fax k /,5 n,5O Fac- 34 t. 1 I ,e... / �9, �i 1 1 • � i t �� WIN Mb `f'f � •1 1 1 1 1 1 i �?` III " i su r yt • � ^` 1 � /Ipu.n.•.��� A � 1 TERMS and CONDMONS The Permittee Richard Heffernan redg at 730 West Shore Dr. , Southold a Y y partof the consideration for the issuanoc of the Permit does understand and prescribe to the fol- lowing: 1. That the said Board of Trustees and the Town of Southold are released frau any and aft damages, or dams for damages, of min arising directly or indirectly as a result of say opet- atlon performed purwaat to this permit, and the said Permittee will, at his or her lawn expense, defend any and all such sutts.'faidsted by third pardes,and the said Permittee assumes fall Bability with respect thereon, to the complete exdwlon of the Baud of Trusoea of the Town of Soodw.ld 2 That this Permit is valid for a period of 24 mos, whkh is considered to be the estimued time'required to oomplete the wodc invotmd, brt'should,ciretmstances warrant, request for an extension may be ande to the Board at a lana dace. 3. That this Permit should be retained indefinitely, or'as long as the said Permittee wishes to maintain the structure ors project involved, to provide evidence to anyone concerned that auth- odration was(,c.iginally obtained. 4. Tlrit the work-involved will be subject to the inspection and approval of the Boatel at its agents, and non-compliance with.the provisions of the odgIn*g application, may be cause for revocation of this Penult by resolution of the said Board. 5. That there will be no uanessooable interference with navigation as a result of the wodc herein st;dm ud. 6. Thu there shall be no interference with the right of the public to pass and repass along the beach between high and low water maks. 7. Thu U future operations of the Town of Southold require the removal and/or alterations In the location of the work berela authorized, or if# in the opiaba of the Board of Thmees, the. work shall nose unreasonable obstruction to free navigation, the said Permittee will be required, aptxi due notice, to remove or alter tbls work or project herein stated without expenses to the Town . of Southold. S. Thu the said Board will be notified by the Permittee of the completion.of the work an&. oriaed. 9. That the Petmittee will obtain all other permits and contents shat may be requited nap plemental to this permit which may be subject to revoke upon failure to obtain came. �, _ TOWN OF SOUTHOLD PROPERTY RECORD CARD ✓ � �z- OWNER STREET VILLAGE DISTRICT SUB. LOT c� be 100/_a h I rnaz�FORMER OWNER N E ACREAGE �cp� ore a raiI)or S W TYPE OF BUILDING ._7 > 6ee j(-6, w . iPAnpa� TA RES. d SEAS. VL. FARM COMM. D. CB. I MISC. LAND IMP. TOTAL DATE REMARKS 4?7 / < U 00 Q � 6 z .S-a,�e - .o / 'T, G� SANdP.P,c- - iPRf�✓Q,P. Z(o O o 4c %T .do M.c, l i G� �� � „ /v° z� z FAro,/ �. 9Ld3 .Sa3 �d / Tett'. l F. r L�a2eT9. 7,-,,i 2zao 7ezl ✓ i°/' - 9�S�o"t57-irainyr fanoerrran �lu _ D Farm Acre Value Per Acre Value Tillable 1 Tillable 2 ,Pr Tillable 3 Wcodland Swampland ---_— - Brushlag�, v House Plot .s '.•'c ■■ ■■■■■■■■■■■■■■■■■ ■■ ■■■ ■■■■■■■■■■■■■ 1 (7 ■■ ■■�I� cJ' ■■ ■■■ ■■ ■■ ■■■f�fi� !�C�■ ■■■ ■■ ■ ■■i�iii�l'rii■■■ ■■■ ■■ . L• iii ■■■j■� _ M. Bldg. 'Foundation Both Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Plcre Heat • Porch erAr -D ccv- I I11,3 Porch Rooms Breezeway Patio - Rooms 2nd Floor Garage Driveway J • I TOWN OR SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved ,20_. MG'tC KRM HAN0 INC. Disapproved a/c ' 12 MIPOND LANE E Phre 3 1.-H�I-7� - �yS/V' ..2_..22 Expiration 120__ Building Inspector Nov 42003 � APPLICATION FOR BUILDING PERMIT k Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. S (7,Z,4d4 c (Signature of applicant or name, if a corporation) (Mailing address of applicant) //Iko State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises eA(ewyu z (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. _ Other Trade's License No. 1. Location of land on which proposed work will be done: 73o W esr Sffe a e= c).e i ✓C= SO cjniy�.h House Number Street Hamlet County Tax Map No. 1000 Section d'U Block I Lot Subdivision Filed Map No. v' Lot s t (Name) _.. --. :F 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51 na l p_ -40rm./y d uo elll;y b. Intended use and occupancy ...w� 3. Nature of work(check which applicable): New Building---,K Addition Alteration Repair Removal Demolition_X Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars J_ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i 7. Dimensions of existing structures, if any: Front 3�, 2 Rear 3& . 3 Depth 3 o .s, Height Number of Stories / Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 3 Rear Depth 4 Z Height Number of Stories Z t dttA44. P �a ��_� a 0 ' Y a' 9. Size of lot: Front I2 S. 03 Rear & 6. 0 3 Depth 10. Date of Purchase l 9 93 Name of Former Owner 11. Zone or use district in which premises are situated Q - 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO I( _ 13. Will lot be re-graded? YES_NO_XWill excess fill be removed from premises? YES NO 14. Names of Owner of premises Rt wq' Address 50 90,*-P i 6 r OW 0nry r accPhone No. 5iG-7a/-a4,9q Name of Architect Address Phone No Name ofContractorJoh 8i4zEou)s Address wAihscerr, wllfrPhoneNo. (,,11 -587-37s4 15 a. Is this property within 100 feet of a_t al wetlanr a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. _ a-pp�o.�¢ b. Is this property within 300 feet of a tidal wetland? * YES _NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. - v.z-. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 5,f4 jk ) /� ( A- 7 H-C-41 i r✓E- /"tL-siA A) a being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the [_F4 p_, -f j (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn,lp before me this day of 4t M)3-(20b3__ Not Public Signature of Applicant SMIE J.DOROSRI Nobly Public,State Of New York No.D1D06095328, Suffolk unty Tam Expires July 7,20 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/27/03 Receipt#: 1030 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 1030 Total Paid: $10.00 Name: Mesiano, Catherine 12 Mill Pond Lane East Moriches, NY 11940 Clerk ID: LBOHN Internal ID:83068 BUILDING PERMIT EXAMINER CHECKLIST � + DATE REVIEWED: IQ-,/� /03 APPLICANT: �'�wt x � w� da DATE SUBMITTED: +03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: q% I SUBDIVISION: ADDRESS: 7V A>CS S�060 CITY: &,4ZONING DISTRICT: CONFORMING? / BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: [ATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 5`� REQ. LOT SIZE: ACT. LOT SIZE: 2 REQ. LOT COV. o ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP..R F A R REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: 1)1-� G —pec" t-.)�i ISti i� ESTIMATED PROJECT COST: C_ CHITS T/ENGINEER: ? WATER FRONT? � DESCRIPTION: S e44 PANEL # FLOOD ZONE: APPROVALS REQUIRED q SUFFOLK COUNTY HEAL DEPT: ES NO, (BED#): DTE: I / tL/ ,3 PERMIT#: eio'o 3 pd TOWN SEPTIC RECEIPT: or N NEW YORK STATE DEC: RE-DEC 9/1/ Or NO DTE:,:,) /,�it PERMIT#: SOUTHOLD TOWN TRUSTEES: NO DTE.-10 /2 L / PERMIT#: .1%*r, TOWN ZONING BOARD APPROVAL: of DTE: /_//_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE _/ /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NO NEW YORK STATE CODE COMPLIANCE (SEE GE 2 . or NO NOTES: i FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 6G SF SECOND FLOOR: SF OTHER: —ASF INIT OTHER TOTAL TOTAL: b O S— SF FEE FEE FEE 1. 6465� SF - �',� �a =— ) �_sF)=�5a15 SFX $ � –$ 2. ( _SF)- SF)= _SFX $ i =$ _+$ 3,) X3. _SF)- ( o, SF)-- _ SFX $ =$ +$ +$ _$ 7 ' rib FINAL TOTAL: $ a c� bio NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underl .YES Flood Hazards: USE/OCCUPANCY CLASSIFIC ION: HEIGHT/FIRE AREA: TYPE OF CONSTR N: DESIGN CRITERIA: ENGINEERE SCjTIV FULL FRAMING DESIGN ELEMF,,�/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMEN EGRESS 5.7 te LIGHT 8%: / VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE Y Int MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM ff/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS(0/N TOTAL COMPLIEN E /N (RETURN TO PAGE ONE) SURVEY OF LOTS 41 5 & P/0 3 BLOCK B MAP OF REYDON SHORES , INC . FILE No. 631 FILED JULY 2, 1931 \ S SITUATED AT ? Y BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-80-01 -48. 1 °t SCALE t "=30' FEBRUARY 27, 2002 MAY 2, 2003 ADDED TOPOGRAPHICAL SURVEY MAY 19, 2003 ADDED PROPOSED ADDITIONS V JULY 25, 2003 ADDED B.O.H. DATA AUGUST EXISTING5, 2003 ADDED SEPTEMBER 2. 2DO3AACROSS STREET ADDED NOTE No. 5 SEPTEMBER 17, 2003 REVISE PROPOSED DECK MARCH 9, 2004 FOUNDATION LOCATION AREA = 12,331.13 sq. ft. .� Ai (TO TIE UNE) 0.283 OC. , OV /O°l�~��eo / ¢1 \c E ;p p O .0. '0• ,•} e /„1,° � °�N� / 410 tz_ �, 00.R s4 a Ay� Ask fib. Ilk QQ� w hGH R l L ot.�'11v— COIL �P� 1�2ZJy M A&D A- AL1L RM T4�INEM . I!O,.� rY10NYw�9Y lfE MIM YOIIN!dT[ WD l/ C ,)s 'Voras: 1. ELEVATIONS ARC NKPERENCED TO N.G.V.D, 1929 DATUM - r ' 'f• 7(yl i` EXISTING ELEVATIONS ARE SHOWN THUS:AA EXISTING CONTOUR LINES ARE SHOWN THUS: is. - � 94r 111ao9 QN y'D EXISTING SPOT ELEVATIONS d CONTOUR LINES ARE AS PRIOR TO CONSTRUCTION. N.YS. U0. N9. 49M m ss �ar� ■O11W T W M NEW YOI X VAN A. kVOUM om oI. Land Surveyor N Kean ,Ab,�,rs or,w:owE. PII01[ (969)727-200 Fox (631)727-1727 ;. lA1I���I9NfIpap9WpI,nIF OfTIW LOOM AT KVLM ADORES . NR, MW R119'MI IKANDI gM11YR[m. =2 RWAM AV" 1110. ON lem ..-.... - ffiam 0, M. Y" 11901 RMNNa9, Nw Y" 11901-om SURVEY OF LOTS 4f 5 & P/0 3 s4 BLOCK B MAP OF REYDON SHORES , INC. \\ o qs jr FILE No. 631 FILED JULY 2, 1931 SITUATED AT BAYVIEW T s �O TOWN OF SOUTHOLD �\ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-80-01 -48. 1 SCALE 1 =30 FEBRUARY 27, 2002 \ ` IL) o MAY 2, 2003 ADDED TOPOGRAPHICAL SURVEY "- - \\` p�G O MAY 19, 2003 ADDED PROPOSED A.D(ITIONS \ \ W x JULY 25, 2003 ADDED B.O.H. DATA 3 \\ \ •:,', O �' O AUGUST 5, 2003 ADDED EXISTING WELL ACROSS STREET \ " SEPTEMBER 2, 2003 ADDED NOTE No. S. AREA = 12,331.13 sq. ft. .S 1'1"1 .' .•.. '' (To TIE UNE) 0.283 ac. 4- 8 b• N O yf � • �a.l Quo � Qlo ,�.?� N TEST HOLE DATA (TEST HOLE DUG 9Y ON JUNE 26, 2003) I IL/ 7 V wm BROWN SOW law OL .• BROWN pATEY SW 9a m00, � \ ` wAMR IN OHM cum S#M0 ��. f � ..,•P�i �s,� `�,',�� 4,�yvl wo swop cur SC t ct O l44> mMOOIVA" FINE AASE sm Sww EXCAVATION INSPECTION REQUIRED FOR SANITARY SYSTEM PROPOSED SEPTIC SYSTEM DETAIL BY HEALTH DEPA, FA.JW (NOT M SCALE) IW....W . prp` WON 10 WAK .IOCr..aa. 6N.J{Y �. FURTHEST LEACHING POOL Ta m pmin�O ' t0N a' t>'a• OFA 3 POOL SYSTEM A r �i)Y Giv 1�LLT � +er • � p C� �.. .S c� i K r 1�W wa• t• 1LIRA �16r, SEPTIC TANK (1 -P�W* p-/PJ'�I0"'' 1 s Loo Q%' 2. 111 a� �� _. t. LEACHING POOLS 3 a � lO1q1 MdNdRE q rt C9Yl MIEA) LLAMDA MXJ �RM mM4' �RRs' � RsM a ALL pM.041"(w1RlRslYo a yTHAT gIN l%mw aMownIR'1Nf�.R f.{ypRp NRJI M�A RI 0q/�R [��I_MMNR�4Rx MuaaRYp Etlpl1[(901 p� a M A 1�tI T T 110116OE Oi5% WO aR 161 AMIE�A--"B"N C of!t/A�l '. pN 010,OD'NMW RRI011®Comm NN aplwa). a A 1r IR,ORMIE[KIIIm1 MIF TANK,t6 11oUw[eNM1■:IwM1IMlm. w A tr wk )191110[ar11199a LBY}RR POOLS Mm Mimi LINE a BE a AN r n 1ReNR[K+gml Au Lw,MM I'mm SYN.S 11010wm. a, w r,M. omrMRe wrw ml ALL LLAOMo roaL9 ARI MPC TANK Lw11 t 1. ELEVATIONS ARE RUER04M TO N.G.V.O, 1929 DATUM EXISTING ELEVATIONS ARE SHOWN TMUS:Ac I EXISTING CONTOUR LINES ARE SHOWN TALUS: - - - -+- - - - i`() OW oast " r2 - OW CIA - g��wa�! ra - or as - 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; S' LONG, 4'-S' WIDE, 9'-7' DEEP .YS. UC, N1. 49W 3. MINIUM LEACHING SYSTEM FOR 4 BEDROOM MOUSE S 300 " ft $ IS A I"A*F 3 POOLS( 4' DEEP, I' clic. Sad me�F �l.N1v M NEM>LAI1 r1A11: PROPOSED EXPANSION POOL e11F c)F�A1SHea\fh De Pa� Rr dIMNo �se h A. wand w��esSedby - W,�s�`,' W T Land Surveyor ®PROPOSED LE40M MO POOL tQ Fie m , Tab JLrtNYI - 51AOt/MwN - Jib Plana - (•a1111'ilelbn Lgwa ®PNO►OSED SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD1NNmImIR1c PHONE (931)727-2M0 Fax (931)727-1727 S. THE EXISTING SEPTAL: SYSTEM SHALL BE PUMPED CLEAN ANO REMO DVE ai mAY> p �AT MawO AooR[s9 ANI. �1 ASE NDTpY�1MRM 3YL NDYIOKE M•FNIE P.O. IM 7N7 RENIM, Naw YL,x 11901 Rwtmd, MM YM 11901-W96 SURVEY OF LOTS 4 , 5 & P/0 3 BLOCK B MAP OF REYDON SHORES , INC . FILE No. 631 FILED JULY 2, 1931 \ �� SITUATED AT BAYVIEW TOWN OF SOUTHOLD ♦�� , SUFFOLK COUNTY, NEW YORK. —80-01 -48. 1S.C. TAX No. 1000 . \\ SCALE 1 "=30' FEBRUARY 27, 2002 MAY 2, 2003 ADDED TOPOGRAPHICAL SURVEY MAY 19, 2003 ADDED PROPOSED ADDITIONS JULY 25, 2003 ADDED B.O.H. DATA w" •Ct' __ - _ � � s AUGUST 5, 2003 ADDED EXISTING WELL ACROSS STREET SEPTEMBER 2, 2003 ADDED NOTE No. 5. OH SEPTEMBER 17, 2003 REVISE PROPOSED DECK AREA = 12,331.13 sq. ft. (TO TIE LINE) 0.283 OC. ? & 4 • odt; O '1 Il Ar^J to R Iov01 °�yJ�G3'g TEST HOLE DATA 03 aJ� (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON JUNE 26, 2003) / .8 0 EL 17. ' 0' 11 oAm egawN SANDY I_aw OIL BROWN CLAYEY SAND SC Os. EL 9 '/ � 4• � O. �{ e •�� �O ZY WATER IN BROWN curer SAND C7 y AND SAND!' cur u A a K 13 ��•A h WATER IN BROWN FINE .P0 TO COARSE SAND SW `� ,4'� *pl 19' YYY Q, 4 O `Q� LOT COVERAGE DATA DESCRIPTION AREA % LOT COVERAGE "c tiC \ HOUSE 1526 sq. ft. 12.38% J GARAGE 440 sq. ft. 3.57% PROPOSED SEPTIC SYSTEM DETAIL DECK 500 sq. ft. 4.05% (NOT MscALE) FTOTAL 2466 ft. 20.00% .FL ten• 4' DEEP�. FWeEKD ORIDI: sq. �� PRECAST REe10RCFD LpMAEIE CaER E1BEaV� LACIOIVG, DE WATERTIGHT • INSECT PROOF LLV�.w IMM V DOM m1n. r DEEP mm. cur IRON cam To aRUE FURTHEST LEACHING POOL wN a_ Asnlaru NINE 30'ntln 'IDM. ww. a'Wx. OF A 3 POOL SYSTEM 1' IDP El EL. A x, PIPE .• 3, u&vt WY EL SAID 1�3' unmr i wLEwr PPE COLLAR ELEY. 111• ,. 1� b. 12 w n QWNp WAER E11Y. ElEV SEPTIC TANK (1) 1. NINMRI SEPTIC TNK fNACITIO F011 1 MODR00N NOISE IS 1.000 GALLONS. I tow s' LONG, c-S'WOE. W-7,OED LEACHING POOLS (3) 2.L'g11CRER SHALL lEM[A,wWSL OWlIB'M BTIWl10M OF 3.000 TIM AT a GAYS. 3.WILL THICKNESS SHALL Be A LSBW1r or S,A TOP THR30405 OF e'NID A!0!104 THIdOR]5 OF a•. 1. LRNeNw LF.w311TW,STEAL FOR a BEDROOtl HOU6E IS 300 p R S OEYIAIl ARFA ALL W/Sls, @arm AND TOP SMALL wNTAW ROWORLWWI TO REM AN ASPUEo FORDS of 300 P.I. 3 P0044 a' OETs, e'N. BIM THE 11NINW a.ALL,cells BWLL S[Ofwm>D 1141 INE TIIK s WAWRTGIR. x. LFMAMN POOL,Are TO BE CaFSTA a PREFw9T RFwWTM30 caNCRETE(OR ECUAL) AND S iK lPIIC TAMK BIINL SE WBGIIE9 AT ILYR WNL OB[4Rg1Wl (T,TN A 111X. TOLERAICF a S1/a� tEN'111110 SrILLICILwIs, Sxxx1 OOIIEs AID/OR SLAG. STATE WTD ON A LWIe11Uw T THICK=OF cW11PAx=BIND OR PFA KeWE 3. AL omrs SRVL ME M PACF/NT IwRIrGROm CONCRETE (011 EQUAL). B. A 10' mM. WA BEmmI SDRC TANK AND NOUse SHALL BE MTWITANm. a.A 10' min. MNICE BETWEEN LLLNNO POLYS AND WARP LME SHALL ME YVNTNNED. min. OW MME RTWEDI ALL LFAL, POOLS WDLL B[AAMA01[0. h C7`' 3 g NOTES: e.AN min 0' . dBTANCE BETwT[N ALL vAONMO POOLS AND SErTC TANK SHALL K MVM 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:3 ' EXISTING CONTOUR LINES ARE SHOWN THUS: - --- - - 3- -- -- /Q 1 FIL. - FIRST oARwe FUON 9. _ TM o<wRIaTrAO VFo n e.B - LIOr1UM K BAcrAo 'J 1/ 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,000 GALLONS. N.Y.s, Oc. No. 49666 1 TANK; 8' LONG. 4'-3" WIDE, 6'-7" DEEP UNAmpR®ALTERATION ON ADp1cN 3. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. To TMs a1mtY s A VOLATICH OF dlO. LAW. THE New Yaec TATE 3 POOLS; 4' DEEP, 8' DDPe= , N, Josh A. Ingegno (F PROPOSED EXPANSION POOL THE LAND Ste`OR Lid Surveyor TO xAVALID TIM i mn o °C 0 ®PROPOSED LEACHING POOL aaLv To THE PRWgUwTi SPGR WWH011 THE si EY Is WVAIm. AND ON ue MUNALF TO THE !RLE esA R oanesoww.ASGW.Y AID r,N. soFvya - swaMWwW - Sit. PoONR - cGR.IRAcI1Pn LRyMA ®PROPOSED SEPTIC TANK Too O TiNc®1FF1FNaN'Irs- 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD TunON. Ca1rrWATla1s wrt NOT TRANarmxaE. PHONE (631)727-1090 Fax (631)727-1727 OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TME MPRINOE OF RIGHT OF WAYS OFFICES LOCATED AT EAI ADDRESS S. THE EXISTING SEPTIC SYSTEM SHALL BE PUMPED CLEAN ANO REMOVED. '��� PY[BlF7� a ItlElblq, iF ANY, Iqt SIgWM ARE 1107 IRIARAMe[D. 312 RMNONE AVOAR: P.O. Box 1931 WARHEAD, NSW York 11901 M fisi NSW York 11901-OM SURVEY OF LOTS 4, 5 & P/0 33 BLOCK B MAP OF RFj.Y$ON SHORES , INC . \\ 'rt IEL.No. 631 FILED JULY 2, 1931 SITUATED AT co BAYVIEW TOWN OF SOUTHOLD SUF`TCXK COUNTY, NEW YORK . S.C.' TWX No. 1000-80-01 -48. 1 + S\� SCALE 1 "=30' ; '0 ' \\ FEBRUARY 27, 2002 h Ap OkAy, �°^L MAY 2, 2003 ADDED TOPOGRAPHICAL SURVEY pAel / MAY 19, 2003 ADDED PROPOSED ADDITIONS y JULY 25, 2003 ADDED B.O.H. DATA AUGUST 5, 2003 ADDED EXISTING WELL ACROSS STREET SEPTEMBER 2, 2003 ADDED NOTE No. 5. '� \�• ' p'� / O °S00j �yO SEPTEMBER 17, 2003 REVISE PROPOSED DECK 41 ,P �' A to MARCH 9, 2004 FOUNDATION LOCATION v o OCTOBER 25, 2004 FINAL SURVEY ,a APRIL 26, 2005 UPDATE SURVEY AREA = 12,331.13 sq. ft. s44,, .ti 414 of (f0 TIE UNE) 0.283 OC. �`4 ,� •2`,,yo p,O 0. Yl� J •f s, °et `' / Wj/ r o• �r r Qoyp DIMENSIONS FOR SEPTIC SYSTEM of i`. ^0 CORNER ® CORNER ��' SEPTIC TANK 13.3' 35' CESSPOOL #1 26.5' 36.7' CESSPOOL p2 40.7' 42.5' d00s .ti s li i �e it ii i ' i ' � xores 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:a9 �.n. - rlxs Warn OR - CW4F ROOK T.8 - 1P° Of BLXN,LIO SUFFOLK C&DLO! :'; " "LIR ACES III `a fl3T . MAR_cl_Z 20 i . - PRFP xE x TITw,NCE 41111 111E wew IL TATE PPOORIMINS AS D APOPT WD y� IALS MID APPbRD AND AWIIED SII 1 Yn(`SrY v '• 4 _ ,7/ s Bf TIE NCW YdIK SLATE INID 1 1 r k • the 4,�` I N.Y.S. Lit. No. 49666 U AURA= K1EMiKH OR AoixmH .... - TO TK SUIMV 6 A VQLAT0,1 OF �SD7TON 7 C)F ME NEWT STATE D TN6 fU PE ,� NOT.E RNa Jotl h A. kVegno - TK SORN,DRS �OT E A d Surveyor QED 9ED W«u NO S DON9OE Ep ' ro eE A vwD TIIUE cow. com,m.ATI NS ilWATm NBlON sNALL Rux my TO TR POLSDN fOR WNDI, TIE sTu[ ll 'kpO L TMowOr,M. 5un+r+ - suedMwnP - sa Pba - CaruWctkn LoyauiM4M0O � No nn1A. CEWIVicAtloNs AIK NOT I.Arcr[Nrar=. PHONE (851)727-2090 Fox (e31)727-1727 E=TEXDE OF WONT DE WAYS OFFICES LOCATED AT MAHfl/G ADDRESS '—, AND/OR EASOKKM OF RECORD, IF ANY, NOT RXOWX ARE NOT OUARANTEED, 312 ROANOKE AVENUE P.O. Box 1931 RNERIIFAD, NSN York 11901 River N.WE, NSP Ywk 11901-0965 DIMENSIONS: WNDOWS: 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. i TG TRAPEZOIDAL FIXED GLASS THE DIMENSIONS ARE EXPRESSED IN A THREE-PART FG 953 (ANGULAR GABLE 1GLASS) � P-eou V-qb `J' ) oL—`r'1� IOUS L NAILS • STANDARD FRAMING & FINISH NAILS NUMBER SYSTEM, REPRESENTING, FEET, INCHES, AND SUPPLIED BY BUILDER, SIXTEENTHS: FIXED CASEMENT 2841 36° HEIGHT WINDOW • ALL SPECIALTY NAILS & FASTENERS O—S-12 GLASS WINDOW 2853 48" HEIGHT WINDOW FOR COMPONENT PACKAGE BY ACORN PLAN VIEW COASTAL HARDWARE • GALVANIZED STEEL E OWNS FEET ' ' '--SIXTEENTHS 2965 60" HEIGHT WINDOW FOR HIGH WIND CONDITIONS INCHES FG/Al FIXED GLASS OVER AWNING FLOOR SYSTEM • FLOOR TRUSSES 19.2" 0/C AT THE DIMENSIONS 10-8-12, FOR EXAMPLE, REPRESENTS RICHARD & DEBORAH HE F F E R N A N RESIDENCE MAIN LEVEL 24" O/C ® UPPER 10 FEET, 8 INCHES, AND 12 SIXTEENTHS, OR 10'-8-Wi OPERABLE WINDOWS ARE WALL PANELS • 2x4S (& 2X6'5 PER PLAN)' ® i6" 0 MOST MATERIALS SUPPLIED ARE CUT TO EXACT LENGTHS, DISTINGUISHED FROM FIXED GLASS PLY SEE . SCHEDULE FORW/lK WHICH ARE DESIGNATED BY USE OF THE THREE-PART BY BROKEN DIAGONAL LINES. THE FOR NAILING SPEC. BLOCKING HINGED ON EDGE PLY BREAKS. I DIMENSION SYSTEM. SOME MATERIALS, SUCH AS FOUNDATION D SIDE HINGED SIDE OF THE CASEMENT IS SILLS, ARE SUPPLIED AS STOCK LENGTHS FOR FIELD CUTTING ON THE VERTICAL EDGE WHERE THESE 1X3 STRAPPING • ALCEILINGSSHED BY BUILDER, AND ARE GIVEN FULL FOOTAGE DESIGNATIONS: LINES MEET. DESIGNATIONS: 8-0-0 - CUT TO EXACT LENGTH BY ACORN A RC H I T E C T U R A LS .COMPLY WITH ALL CODES OF ROOF SHINGLES • ELK PRESTIOUE I (WEATHEREDWOOD) OE = WINDOW WITH EGRESS OPENING APPROVED AS NOTED NEW YORK STATE &TOWN CODES -I 8- ----- STOCK LENGTH FOR FIELD CUT BY BUILDER. TE = AS REQUIRED AND CONDITIONS OF • CASEMENT WINDOWS: PELLA ELEVATION VIEW WINDOW WITH TEMPERED GLASS DATE: 2 >r B.P.F WINDOWS DESIGNER SERIES- SMART SASH III AN ARROW IS A DIMENSION TO THE FACE OF AN ELEMENT. F � LQ- ° BY: �� Z SOUfHOLDTOWNZBA W/0 DGP CHAMPAGNE HARDWARE SLABS AND FLOOR DECKS MEASURE TO THE SLAB OR SHEATHING CASEMENTS WITH EGRESS OPENING HAVE A NET CLEAR E 1 - ENERGY DATA I BUILDING DEPARTMENT AT SOUTHOLD TOWN PLANNING BOARD • FIXED GLASS: PELLA CLAD FRAME SUB-FLOOR SURFACE. EXTERIOR WALLS ARE DIMENSIONED TO OPENING WIDTH OF 241/is" AND OPEN AREA OF 5.7 SQ FT MIN 7T,- ' GAM TO 4P FOR THE Irl aaL? SOUTHOLD TOWN TRUSTEES • DBL.-HUNG WINDOWS: SELLA THE EXTERIOR STUD FACE. (WHICH IS THE MODLUE LINE) WITH A MAXIMUM SILL HEIGHT OF 43Ya". R "VING INSPECTIONS: ARCHLY, CLASSIC SERIES - W/ FULL I. � �7ATION - TWO REQUIRED �)� N.Y.S.DEC SCREEN - FOUNDATION PLAN & HOLD0�1N : GLAZING- OW- HAND DRAWN COMPUTER DRAWN LOCATION PLAN F OURED CONCRETE DOORS: 2 GH - FRAMING 6 PLUMBING SLIDING GLASS DOORS • SELLA DESIGNER SERIES- SMART ARROW GRAPHIC ARROW GRAPHIC DOOR DESIGNATIONS a 1LATION SASH III W/0 DGP BRASS HOW. �.. - FOUNDATION DETAILS 4 IaL - CONSTRUCTION MUST DO NOT PROCEED WITH CONTEMPORARY STYLE SLIDER SL SLIDING DOOR • PELLA DESIGNER SERIES- SMART ' A CIRCLE IS A DIMENSION TO THE CENTER LINE OF AN nc—HINGE SIDE ^ BE COMPLETE FOR C.O. FRAMING UNTIL SURVEY ELEMENT. (INTERIOR PARTITIONS ARE NORMALLY DIMENSIONED fI `INCHES PD CENTER HINGE PATIO DOOR 2 - LOWER LEVEL PLAN ALL CONSTRUCTION SHALL MEET THE OF FOUNDATION LOCATION FRENCH DOORS SASH III W/O DGP. TO THIER CENTER' LINE). `"^-FEET FD FRENCH DOOR REQUIREMENTS OFTHECODESOFNEW - HAS BEENAPPROVED. POLISHED BRASS iRARDWARE INTERIOR BF BI-FOLD INTERIOR DOOR YORK STATE. NOT RESPONSIBLE FOR ONLY ON DESIGN OR CONSTRUCTION ERRORS. ENTRY DOOR • ACORN PRAIRIE: MAHOGANY & HAND DRAWN COMPUTER DRAWN EXTERIOR 3 - ENTRY & UPPER LEVEL PLANS GLASS DOOR IN CLAD FRAME CENTERLINE CENTERLINE WALLS PKT POCKET INTERIOR DOOR PLUMBERCER7IFICATION DBL DOUBLE DOOR ti ON LEAD CONTENT BEFORE • POLISHED BRASS MORTISED LEVER 4 - FRONT & RIGHT ELEVATIONS SECONDARY DOOR • N.A, SC SOLID CORE INTERIOR DOOR OCClJPANCYOR CERTIFICATE ERUSEDI WATT CV SYMBOLS: SOLDER USED IN WATER 3-OL THE DETAIL BOOK HAS INFORMATION CRITICAL TO THE EXTERIOR - REAR & LEFT ELEVATIONS - USE IS UNLAWFUL SUPPLY SYSTEM CANNOT SKYLIGHTS • VELUX FIXED , CORRECT ASSEMBLY OF AN ACORN BUILDING. THE APPLICABLE PLAN VIEW WITHOUT CERTIFICATE EXCEED 2110 OF 1% LEAD. DETAILS ARE INDICATED BY SYMBOLS ON THE DRAWINGS, AS ABBREVIATIONS: SIDING HARDIPLANK CLAPBOARDS & DESCRIBED BELOW; '� SECTIONS ! OF OCCUPANCY SPRI HINGLES (SY4" W� 4' EXP) DETAIL INDICATOR UNDERWRITERS CERTIFICATE • PRIMED FINGERJOINTED DETAIL TO BE FOUND 1 A -AWNING M -MILLED AEDUIRED EXTERIOR TRIM INLAND RED CEDAR IN THE DETAIL BOOK BCL. -BALUSTER M 0. -MILLED TO 9Y+" a� �LOQD LC)'IE / I A9 PAGE # IN DETAIL BC -BROOM CLOSET I MAX. -MAXIMUM Dz SMOOTH SIDE OUT DETAIL BOOK SECTION BOOK WHERE SHOWN BD. -BOARD MIN. -MINIMUM COMPLY WITH CHAP ER "46" BF -81-FOLD DOOR MOD. -MODIFIED FLOOOMnn•,n,E PREVENTION CERTIFICATION OF SOFFITS • 1x6 T&G STK INLAND RED CEDAR NOTE: IF A DETAIL PAGE # BEGINS WITH A LETTER. BLDG. -BUILDING I N.I.C. -NOT IN CONTRACT WORKING D R WIN ° vL L V°VN CODE. NAILING & CONNECTIONS THEN IT IS FOUND IN THE DETAIL BOOK BLDR. -BUILDER ' N0. -NUMBER REQUIRED. EXTERIOR DECK RAIL • CENTENNIAL BM. -BEAM I N.T.S. -NOT TO SCALE ADDITIONAL DETAILS THAT ARE UNIQUE TO A BUILDING C -CLOTHES CLOSET 0/C -ON CENTER ARE INDICATED AS BELOW: CANT -.BANTILEVER PG. -PAGE 1' DETAIL INDICATOR CLG. -CEILING I PKT. -POCKET 7 - ENTRY LEVEL POST & BM FR4ING PLAN . ,nl DECK STAIRS • N.A. DETAIL TO BE FOUND / - ENTRY LEVEL FLOOR FRAMI�G';PLAN PI' 11' NC'' ALL CONSTRUCTION SHALL ON THE SET OF PLANS A CONC. -CONCRETE PLY -PLYWOOD „ nr I,d,��A81N1@dE PRE-ASSEMBLED CLOSED STAIR 9 PAGE # IN DRAWINGS CONT. -CONTINUOUS I P.T. -PRESSURE TREATED Q - UPPER LEVEL� POST & BM FRANING PLAN rolp.� pAdVNG MEET MEKSATE E (, �G CODES OF NEW YORK STATE. INTERIOR STAIRS OAK TREADS, PINE RISERS & PINE WHERE SHOWN CSMT. -CASEMENT' RB -RIDGE BEAM - UPPER LEVEL FLOOR FRApAING PLAN � � STRINGERS FOR PRIMARY & C.T. -COLLAR TIE' REF. -REFRIDGERATOR - ,. ORECOVERING BASEMENT STAIR SECTION INDICATOR D -CLOTHES DRYER REQ'D. -REQUIRED /� - ATTIC POST & SM FRAMIN� PI,aN CROSS SECTION A DBL. -DOUBLE I REV. -REVISED, REVERSE 9 . STAIR RAILS • '� WALL W/ OAK CAP, WALL- CROSS HOUSE D.F. -DOUGLAS FIR R.O. -ROUGH OPENING ��JJ - ATTIC FLOOR FRAMING PLHN 7 PAGE # IN DRAWINGS MOUNTED SHAPED OAK HANDRAIL WHERE SHOWN DR -DOORS. -SOLID CORE ROOF POST & BM FRAMIN(1I100N DOOR 1 0 - ROOF FRAMING PLAN I INTERIOR BALCONY RAILS h WALL WITH OAK CAP E -EGRESS, EXPOSED S.G.D. -SLIDING GLASS D EL. -ELEVATION HEIGHT SGL. -SINGLE II 0 NOTE FOUND z:Z:: BEAM ABOVE ELEV. -ELEVATION I SIM. -SIMILAR 1 1 - DECK FRAMING PLANS , INTERIOR TRIM • CENTENNIAL PRE-PRIMED PINE ELSEWHERE ON PAGE (VIEW OF BUILDING) � SL -SLIDING DOOR CLOTHES CLOSET BEARING PARTITION EXP. -EXPOSED SP -SWING PATIO • © (1 SHELF) (DBL. TOP PLATE) EXT. -EXTERIOR i SPECS. -SPECIFICATIONS I' TRIM ACCESSORIES • LIGHTED COLLAR TIES FD -FRENCH DOOR SPL. -SPECIAL © LINEN CLOSET CAPPED WALL FG -FIXED GLASS I SY SYS -SYSTEM - (5 SHELVES) (2x6 OAK CAP) FNDN. -FOUNDATION TE -TEMPERED I DISPLAY SHELVING N/A © PANTRY CLOSET SUPPLY HVAC DUCT F.0. -FRAME OPENING I T&G -TONGUE & GROOVIE DETAIL' S H !` 'IJS , (5 SHELVES) FP -FIRE PLACE TG -TRAPEZOIDAL GLA1S5 / • 4-PANEL SOLID CORE ® BROOM CLOSET FTG. -FOOTING TOL. -TOLERANCE INTERIOR PASSAGE DOORS RETURN HVAC DUCT GL. -GLASS TYP. -TYPICAL R W/ PRE-PRIMED PINE FRAME ' . (2 SHELVES) 1' 2 - FLOOR FRAMING DETAI I INTERIOR DOOR HARDWARE • POLISHED BRASS BALL KNOBS GYP. BD. -GYPSUM BOARD VERT. -VERTICAL 8 CONCRETE FILLED J DUCT SOFFIT OVER. HDR. -HEADER V.G. -VERTICAL GRAIN y „ LALLY COLUMN ACORN SUPPLIES HGR. -HANGER ' W -CLOTHES WASHER 1 1 - ,ROOF FRAMING DETAIL �- OTHER V (ME-MP O0 "MCI HW9.INC) LOOSE 2x3'5 NGT.' _ -HEIGHT I W/ -WITH , 4x4 WOOD POST BUILDER TO FRAME HORZ. -HORIZONTAL W D -WASHER OVER DRYER r 'I Y (31/2"014") INT. -INTERIOR I WH -WATER HEATER 1 4 - ROOF FRAMING DETAIL DAR JAMB EXTENDERS • FOR 2X4 & 2X6 WALLS 3Ye"x6Yi' JST. -JOIST W/O -WITHOUT { �g'V StHEW ��• ® LAMINATED POST LAM. -LAMINATED I I Q o�. MUNRNS • 3/4" REMOVABLE MUNTINS FLM AND flMRMD LueeR GRADE: V * @ 1 ©COPYRIGHT DECK HOUSE INC. SEISMIC DESIGN CATEGORY - "C" PANEL' LA U '` ' ppqqnn �'�° ° * ' JOISTS AND HEADERS OF FLOOR FRAMING WIND SPEED - 120 MPHELEr ' (Pr U Q OM1. 'p,midon M Oe c'appgM1l •.mm. AND DHEM-FIR NO. 2 OR BETTER FRAMING SHALL PERFORMED I SHALL BEEN ICOMPLIANCENNTHORK �rFOFN' +O Q� ACORNA DIVISION OF DECK HOUSE, INC MINIMUM Fb OF B50 PSI AND E OF UPLIFT AT RAFTERS (TABLE 2308.10.1) (-) 151# THE 1987 EDITION OF THE NATIONAL ELECTRICAL - .�' 930 MAIN STREET, 'ACTON, MASS. 1,300,000 PSI (OR EQUIVALENT) CODE AND WITH ARTICLE 9 OF THE STATE OF (RT-7 ANGLE = 535# UPLIFT) NEW YORK CODES, RULES AND REGULATIONS. 4 P - FRONT & RIGHT PANT ELEVA ONS ACT 01720 781 259-9450 3V.' LAMINATED BEAMS SHALL BE _ RICHARD de DEBORAH HEFTERNAN DOUGLAS-FIR WITH A MINIMUM Fb OF FLOOR TO FLOOR 151 100 ALL PLUMBING DEVICES INSTALLED AND WORK < 2400 PSI AND E OF 1,800,00 PSI (-) 5 P _ (OR EQUIVALENT). 24F-V8 50#/2 ET. MPA1F CLIPS ® 24" 0/C PERFORMED SHALL BE IN COMPLIANCE WITH - REAR & LEFT PANEL IEVATIOIIS SOUTHOLD, NY 4x— BEAMS SHALL BE DOUGLAS ARTICLE 11 R THE STATE OF NEW YORK CODES, HO�JSE AREAS FIR-LARCH NO. 1 WITH A MINIMUM Fb WALL PLY TO P.T. SILLS RULES AND REGULATIONS. OF 1000 PSI AND E OF 1,700,000 50#/2 F.T. 10d NAILS 0 6" O/C. � . - FINISHED UVING AREA: PSI (OR EQUIVALENT). THE ARCHITECT'S SEAL ON DRAWINGS NUMBERED :); ENTRY LEVEL 1250 SF INDEX UPPER LEVEL 872 SF DEDI FRAMM U111111111111911U111111111111911GUIDE: E1. 1. 1A. 2.=L�_4P_dLV__COVERS THE PLANS AS DRAWN - [G JOISTS AND HEADERS OF DECK FRAMING FOR BUILDING COMPONENTS SUPPLIED BY j,l FINISHED LOWER LEVEL 1037 SF SHALL BE PRESSURE TREATED [.4 CCA, ACORN. THESE HAVE BEEN MINIM SOUTHERN YELLOW PINE NO. 2/W A CHECKED FOR STRUCTURAL SOUNDNESS AND TOTAL FINISHED 3059 SF MINIMUM Fb OF R EQ IFOR 2x8'5) PSI AND E OF COMPLIANCE WITH THE DESIGN CRITERIA OF THE DATE' 1,400,000 PSI OR EQUIVALENT. 01/31/03 - ML NEW YORK STATE BUILDING CODE - 4/25/02 - SP 03/04/03 - ML FOUNDATION, SITE WORK, MECHANICAL, ELECTRICAL '''' 'OTHERUSEFUL SPACES: 10/25/02 - SP 03/25/03 - CDH/RMH DESIGN LOADS: AND BUILDING ITEMS SUPPLIED LOCALLY WILL BE 01/29/03 - ML 07 SPECIFIED SEPARATELY FOR THE APPROVAL OF UNFINISHED LOWER ARAGE 0 SF 7/29/03 MR LEVEL 152 SF /29 TYPE LIVE LOAD DEAD LOAD LOCAL AUTHORITIES _ SHIPPING DATE: THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ATTIC & STORAGE AREAS 258 SF COVERED PORCHES 168 SF C U CONSTRUCTION MEANS, METHODS, TECHNIQUES, ''�` T ROOF 30 PSF 15 PSF SEQUENCES OR PROCEDURES, OR FOR SAFETY I, DECKS 626 SF FLOOR: LIVING 40 PSF 15 PSF PRECAUTIONS AND PROGRAMS IN CONNECTION ,; TOM WITH ANY WORK DONE PURSUANT TO THESE PLANSS - _ SLEEPING 30 PSF 15 PSF AND/OR SPECIFICATIONS. TOTAL OTHER 1204 SF - ATTIC 20 PSF 10 PSF . , -, JOB NO. PAGE NO. �' N TOTAL ALL AREAS 4263; SF WALLS --- 8 PSF THE ABOVE AREA,C g'L, CULATIO S ARE�BASED ON RULES PUBLISHED I N THE 2998 - . . , AIA 8TH EDITION'[-OF ARCHITECTURAL TURAL CRAPHIC STANDARDS r HANDBOOK. 1 i I INSULATION STANDARDS ENERGY CONSERVATION DATA HVAC RECOMMENDATIONS ' n (SEE SECTION W IN THE DETAIL BOOK) " ALTHOUGH DUCT SIZES, REGISTER LOCATIONS, AND HVAC SYSTEM DESIGN ARE THE SOLE RESPONSIBILITY OF THE HVAC CONTRACTOR. SEE ATTACHED RESCHECK REPORT HELP MAXIMIZE RECOMMENDATIONS SHOULD 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 x • FELT UNDERLAYMENT L= RETURN DUCT SUGGESTED LOCATION 9," PLY SHEATHING Fermat wYim SKYLIGHT (R-3.33): 1hmawzyYale Stassimagan art car rolm caavuam teas DUCT SOFFIT OVER. MAXIMUM • ACORN VENT .SPACERS _.-___-_ ROUGH OPENING DEPTH 8" LOW-E ARGON-FILLED TEMPERED REsahwtlt saft.ore vellum as Rnsww 1 SAFETY LAM. INSULATING GLASS ATTICS I R-30 UNPAGED FIBER GLASS ft.a,eG Rapnaee Energy Efewervat cM1`a'm uctumm am, uvzv/m SEE DETAIL A" THIS PAGE. Nee YVN Smm. 1: Cmserwtlm Carctractim [otlr FLOOR 5-MIL POLYETHYLENE gets fsn Sof+.ore Vrnlm 45 Releasee I Rete'Schack Sant G Verelan 15 WhecN\AESnea,V99a rcN TIRF/ '� EQUIPMENT SIZING Tn1.E, IFFfERaw R'm 1 1. MAXIMUM TEMPERATURE RISE THROUGH 0/2" GYPSUM BOARD Do I FURNACE: 21•F. OR 400 CFM ON. y PRE-CUT CUT FOAM BLOCKS CWYSTATE ' e. Yark STATE w. rale i OOYI¢ 2. SUPPLY REGISTER DISCHARGE HELD TIGHT TO SHEATHING VENT PASSAGE 2 NON RACT [ t 1 1. Clluroi b [etMtrel [elllro (ma aK¢), R-340 cavity imulatla, VELOCITIES: 500 FPM MAXIMUM. (NET FREE AREA= 8.4 IN. /LF) 133Ysmcnul TmEt btaama 1 m 2 ianlry I r""""t" ---_----_____-__---- 1EATIING tt , men-EI`ctrlc i Amer-Came Ylele 3. RETURN GRILLE AIR VELOCITIES: 6-MIL POLYETHYLENE: wTE. 01/21/13 [ 1 1 1, you b Yard Frost. lb• ac. B-la0 cavity Inwlatlan 4$0 FPM MAXIMUM. - JOINTS SEALED WITH TAPE DATESn 011MIM ' c""'"" ------------ --- STANDARD WALL (R-14.0): PRO ECT INFORMATION, a sash x Ymd F aster 1A• ac, P 19.0 avlty lnsulaSlm- I `°, " wo -- ---- - REGISTER LOCATIONS SUPPLIED BY ACORN LRSTIN RES I eg.nnt Yule: • WOOD SIDING [ ] I 1. Yrsemant van 1, sans Cmcreb or MawarV. by ht/7.T bn g/a5• iul, 1. DISTRIBUTE SUPPLY REGISTERS AROUND C IAM. Passes 11-110 cavity ..let,. _ THE PERIMETER TO NEUTRALIZE VENT Pw.I,.aw545 A�SAGE • HOUSEWRAP `dey1is - --- -- CONCENTRATED HEAT LOSSES OR GAIAS (NET FREE AREA= 8.4 IN. /LF) • IA -5 i Yaw than =519 � [ 1 I YI.�YIrmr V Ii ood steublr PerOrPae nn rLrrE, R-fectai 410° AT LARGE GLASS AREAS /z" PLYWOOD I.0% otter Then rade (w) [ ] res [ 1 Ma TYermal STANDARD WINDOW • R-13 UNFACED FIBER GLASS Arrn- ar mv,ty cant. orI Y Ince, M I Far MindanaorameTul mhelee IFiacmrz, democrats fast liar -- 2, SOLARIUMS TYPICALLY REQUIRE Pares___ Frame ra-___ N•taYt Perrooter R-valm Melue o-Focta w t taamts ONE SUPPLY REGISTER PER BAY [ ] 1 2. Aiab.x Yard Fran OrWlr Parc •Ith Laoceler °-tuirew a3aR TO MAINTAIN ADEQUATE COMFORT. • 6-MIL POLYETHYLENE crnlro ° cemo-el ulnro Cma attic) 1588 3aR 110 sl I For •lrldawS .itMat 1pbwlea Ir°acs°":• anvlb Fnttren ' . I I t II Vroa Frons°dole Pane with Loa E 12 a 110 5 1 E Panes_ Fr. Type-_-_- Thermal Rredi [ I Yes I I Ma PELLA 9k" "LOW E' ARGON ih' GYPSUM BOARD N0' 1. 1 ca.erto __-____________----________-___- 3. RETURN GRILLES IN CATHEDRAL CEILING Ya1I L Yad Frost, 1A• a.c NO I30 a 0 133 [ 1 I a Yirrbr 3, Vmd Fran Rwblr Pane with Law-E, a-factor, 11350 FILLED INSULATING GLASS uau x vasa ir.rc, 1G• ac. nm 1aR nR 33 I For nmas 61+mut labeled IFFacta:, bWihe im+trrs SPACES SHOULD RETURN AT LEAST SOX (R-2.9): Ylnan 1� Ymd fraroRoWle Pore •In Lows 221 4/m m y 1 b Pares-_ Frost Typr____-_ Thermal Pear? [ 1 Yes I I Na WALL OPTION vnrowx VoolFronnR lowaew,n rwE RA a360 2/ OF THE AIR FROM THE HIGHEST POSSIBLE PELLA FIXED GLASS WALL WITH VO RA FOAM (R- ) I=3m Yard Fran,Rabb Pore nth IarE 12 aim 1 ' �0A'•^tP --- --------------- ---- R-17.8 : main 4 Yma I.Daale Para .In Woo 133 a 13 [ 1 I 1. Yiitlw M Yad Frarcl Rouble Porc win Low-E, IFirctori am POINT. Vlemw 5 Vrod Frain Oouble Peng with LorE 25 6310 ! I Fm nndms wltwwt labeled a-factors, aeicrlbe fe°tves• (R-2 9): Rm 1, Clause, 21 aim R ' R Posta_-- F^"` Tra-___-_Thermal ercaxT [ I ": L 1 ro 4. SOLARIUMS WITH FLAT CEILINGS OVER WOOD SIDING Roar x Glses 40 4330 13 1 caamt, ___-__-_-____ ____ -__ PELLA SMART SASH III W/O DGP '• Rrvrx Class 11 ami 12 [ 1 1 s llnldn5 vaadFranRale ;T° wRhLarE, IFmcta. 0.]10 SHOULD HAVE HIGH RETURN GRILLES H OU SE WRAP Rasenmt Wall 1. Sand Concrete a lbsmry 1121 130 0.0 0 i �r .1makn`ratllaT labeled U-Fortaz. desnlee F aturrs NEAR THEIR PEAK. R-2.9): '• Wall FeIpIM aY ype___ ____ Thrmat 110 [ 1 Yes [ 1 No OPTIONAL PELLA SMART SASH fl ,. Repth weal.groan z5• S' 1 w.ents 1/2" PLYWOOD tmulatlabpn a ' 5. DO NOT USE RETURNS IN BATHROOMS OR Flom L At I-Ym/buVTruzs°ver Mslb Air 215 3110 110 3 ' sWPgble (R-2.48): ,• R-15 UNFACED FIBER CLASS Furnace h Farted Hot Ain 3e AFtE [ 1 1 1. myught 1, vroamai'FraRoam me both Last o-factai 11110 KITCHENS. OPTIONAL AIR TO AIR HEAT Air [adltlVer L Electric Cmtml AIA. 10 SEER I Far sooty tight withrat labeled Wfac+ars, aesa'Ibe features EXCHANGER MAY BE USED. SEE OPTIONAL PELLA SMART SASH III W/ DGP 1 r rust:__ feama type___ Thermal RrwMl [ I Ars [ 1 ro FLOOR FLOOR YIa" VOLARA FOAM (R-1.8): @ IAlEE STATEIENT, Tie prwased building represented In this dmuert is Caaslstmt with rase^m ------- ----- MANUFACTURER'S SPECIFICATIONS FOR (R-3.85): JOIST JOIST the buudiro pmrm, speclfintiara, dna other nlamtivs s,anitted Mala mu punt awn PROPER INSTALLATION. o• V2" GYPSUM BOARD applicatlan Tst prrpmed ryztens Mw been bdlgaa m vert tM1e Ma. Yan Stab Eelmgy Lvnervailan Cmsb'uctia Crtle rewlrrnents III a Reglztered Resign Proiessldel has I 1 1 1. poor 1, Glass, "actor, a 3m PRE-cur wcoro[d sigma the Pcogr, they are Itbztlro that b the asset his/her Hrl°wledge. 1 Eavn'm ------____-- ----_-_-- INSULATION OF DUCTS IN CANTILEVER (R-301): FOAM BLOCKS WALL OPTION Z Cebu Ivy, s,proFesel..l Jdpenx h plan a roe lflnklws o e In canal •IiM1 els 3m E t 1 4 Rear 2, rarer -_--____________----- _ UNHEATED SPACES 1 Lamnts _-- PRE-cur WALL WITH F AM ( ) r E I I a Clear Glass, IFfutw aim R-19.4 : I caamm ___------ _----- N,nbr/amgm _-_-_- m+a_--__ 1 1. DUCTS IN UNHEATED ATTICS OR 44" PLY SUBFLOOR FOAM BLOCKS 1 nor: TWO LAYERS OF UNFACED R-19 FIBER GLASS '• WOOD SIDING E t 1 Is Firm n All-Ydd hist/Trmag�er Outslb Mr, R-]0.0 nutty uwmnm CANTILEVERS: R-80 JOINTS IN FOAM BOARDS HOUSEWRAP 1 camaemtzwgwa I 2. DUCTS IN GARAGES: R-19 HOUSEWRAP I Hto Furnace 1, arced Ha SEALED WITH TAPE [ I I 1. Fgmacb " Foroea Hat "'^ 78 AFIE a higher 3. UNDERGROUND DUCTS: AS PER ACORN • Vz" PLYWOOD 1 Max. am radial Nuar_____;___-_-____-_ _ __ 1"t.6' T&G BOARDS OR 4'e' PLYWOOD SUPPLIED 8Y ACORN [ 1 1 a Air oadit arer a Electrin CeW at AIr, 10 SEER err bgher DETAIL BOOK SECTION rKr FLOOR R-13 UNFACED FIBER GLASS 1 Mabe w howl weer JOIST R-R.4 �i. FOILFACED ' """"100' POLYISOCYANURATE FOAM [ I .pints, pmlb'atiar,s, and all atMar wet omniros In mar bunai,p ercelrpe nasi Mar sauces rF air InNoge Mat be w ated SILL SEALER . Y2 [ ] ge[lawd npMts Inst be n Type IC rated, or a Installed malas an appropriate alr-tight severely " GYPSUM BOARD both.th.0.Y Glo or from coeasettble matm,-I[materials, If rated, the fixture most be Installed with 3' clewrar,cr who fast Imulwtlon BASEMENT WALL (R-12.1): ° SLAB ON GRADE (R-16.9 AT EDGE): ; Vgaroan [ ] Repaired m the warrlrn Mm zlb ri all mrwntN ironed cel naps, wolfs, .M Flms. 6-MIL POLYETHYLENE VAPOR BARRIER. JOINTS - 4" SLAB Ym.uwldalmmwmM SEALED WITH TAPE SUPPLIED BY ACORN. VAPOR - R-11 2" EXTRUDED POLYSTYRENE [ 1 1 Matmmis a,d1 ewipstrlt Miss be Iastauea In .ccabnw .I Ih mar ma,erraatirm•s Instal mklm Im<r,ctla,S [ 1 1 Matmlbls and ewipstnt Cls be Ibnttf ted so tie+ caroliarcr man be btmnlmd BARRIER MUST BE COVERED WITH 3'e" GYPSUM _ d FOAM AT SLAB EDGE E I I romfactwr marupb Por au Irctaum heanro ad caliro rgll Anent am service Maim leas,a9 I ewlprcnt Mev+ be provided [ ] I luulailm R-vclrcs cors, glazing Il-Factrcs Mat b clearly narked an tM buildup Plata or zpecliintlms. BOARD OR EQUIVALENT FIRE-RATED MATERIAL. 1" EXTRUDED POLYSTYRENE 1 FOAM BETWEEN SLAB AND I Sublay oFas [ 1 $IQp1y acts In VKgditlaed rt+In T dRslae be builallg M6t be Insulates m R-g R-13 UNFACED FIBER GLASS • FOUNDATION & UNDER ENTIRE SLAB [ I 1 Ratan vitas In ucrrdrkiaea ettla ar adzlb tie buualro Ma+ b Insulated!m R-/. M ] I Revn'y dc,be in urcco t alumna) s�pnrn Iebcemust P wase a nsis)tiwi be Insulated ta R 2 2x3 FURRING • • 3" MIN. SAND OR GRAVEL FILL I Imutwllm Ie mat rcauva m return, duo In bas , I NOTE: IN UNFINISHED SPACES SUBSTITUTE - 6-MIL POLYETHYLENE UNDER FILL I Raaf ca^rwc4an' are R-11 FLAME RESISTANT FOIL-FACED FIBER [ 1 ifnbeevei.mast'Im01dplls-ewralde°mao-fwhr'�i ar`mpesl. fastened Duo taprwith is rat parmittea.aso °°st¢z GLASS FOR R-13 AND POLYETHYLENE - 2" EXTRUDED POLYETHYLENE I Ewa,plNn; tmnlrumaly welded aro 1ocWlro-tra lorpitwlnl lolnts °m sew m d<b UtFOAM TO 2' BELOW GRADE I aper°ting at less tMan 2 m y CC!5011Pd. - - [ 1 I Pets gMali be ztppmted every 10 feet mu In attaereal elm the manuiearder. Inztructiom. [ ] Luling dKtf with,eXtRIT In,SYlpt,n M6k b! caVMld with a vrpT recorder. r SILL SEALER [ 1 I Ar it Wen ware measured m tie return air sysbn TM HVM rysltan Hest prrvlb a new far bal°rcIra air ad w°br systems. I n I irmrebn Cgnbdr temenWe'selnpnMSRFti le largest tbmsbt npable of autmticolly eaJlating the spra BASEMENT SLAB (R-5.5): _ I I FJecbk SYdr,K 4" SLAB - - [ ] I Separate elNtrlc meters are repJltN is ear dwlllro unix ,`tQsEDAJgOy 15 •(SHE1Y. �•� 3" MIN. SAND OR GRAVEL FILL - - . - Favis� [ I I Fireplaces brat how Installed•In tight Flttlro mrarbusttble fireplace amrz [ 1 Flrbplacn roust ase pravlded ben a soba of tomos m sort as =,=y e ,lea by tie,Flreplon ametruetlm U� n� arave'. a the BldAng Cole at New YVY stale the Reaidmlla Cob of Nm YM Slate err R-5.51" EXTRUDED POLYSTYRENE Ina N..yon LTlr auYdn9 coo , asappncabl...la * m I i FOAM UNDER ENTIRE SLAB .p� 6-MIL POLYETHYLENE LAPPED • I s.dA mer ger 'yj• [ ] 1 Ycotm hertet5 will, vertlrnl pipe risen Asn Mve ° hot trap m both ih Inlet °ns,ntlet wens use NJ, 3 Ott r� � TO VAPOR BARRIER IN WALL i Inter Nater yrs m matt I Next trap err 1e part of o able 1, fro systen 0E°A5 E 11 Insulate nrwmtlro bu+ .abs plpn m use trolls m cable L FOF NE`N 16mldb9 man likely Splashes [ I 1 Insulate cIMu1•ttro most water pipes to flow levels In Table 1, S.ima9 Pmt¢ {1p [ ] 1 All heated ling eller pmts nest have on m/ref renter stitch and s revue a aver a,lses war 20X ©CDPYRIGHf e( DECK HDU INC. 1 of the hntilro rrcreY Is leas man-arPletaasl. sarcrs. Pml pups rcWtre n fist clack. moe ppasq w wary sed wq m an/ +q.h 411 m14e permleebn d be ropMiphl g m". Hmlbg as,, clo Ppig f lu,&n: [ I I MAAC piplro Icarveylro flues above Im 'F err chilled ilulds brim 55 'F Lot be Insulated m the ACORN A DIVISION OF DECK HOUSE, INC 1 two In Lible 2. 930 MAIN STREET, ACTON, MASS. Table 1: Yevewa,IwlaRp,ThYJo,me W CYNawg Hol N'otr Pam ACORN® 01720 781 259-9450 Imeueltim Thlclaesz In Inches by Plpe Sizes T"'6m�pwaturee ( n Ip but IcuMIN I' UP In LW LIY! 10' Over 2- s RICHARD & DEBORAH HEFFERNAN z0 a5 a5 SOUTHOLD. NY 1/0-130 I.0 1.5 Im-Im 45 115 0.5 1.0 1 :M Table 2 gnhess,lnsladlm DR la HVAC Pon FLOOR SYSTEM P plop Systm Types surge 1 Imulotim TI-ara to In Cavias by Pip• Sizes I =L pow Pee�r'rsa IRmRm:amn 201-YJO 1.� Cis i'°M La I 1.5 to 2' 2.0 t° 1' DUCT (SIZE AS PER BLDR.) Im Tenpentu•e 201-M 115 1,0 1.R 1.5 ENERGY DATA Spm5mC1rqm,brsab [liar feed•atm) My 1.0 L 0 L 5 2.0 � 0-8-0 MAX. ` UI�IIea Poter, Refrlgmant' goalm l0 is 411 as 1.s 0-1-8 FRAME _ rw1Ls m fm 11uI mora RrwrN,bn+ Ilea 4,1y) o 0-0-8 DRYWALL 01/31/03 - ML---- ----------------'--------- 4/25/02 - SP 03/04/03 - ML -----------'-------- 0-0-8 CLEARANCE 10/25/02 - SP 03/25/03 - CDH/RMH _ _ '----- --- - - - 01/29/03 - ML �' t� - ----------------------- --- 07/29/03 MR z Z ( WINDOW OR DOOR BEYOND _---_------------------------ w SHIPPING DATE: U DUCT SOFFIT(SECTION VIEW) CUSTOM 30B NO. PAGE NO. SCALE: 4'+"=7'-0" y # 2998', E1 I , ) • SEE GENERAL NOTE, DETAIL PAGE '1A' • EXTERIOR WALL DIMENSIONS: I C THE DIMENSION IN PARENTHESIS INDICATES THE ACTUAL PERIMETER OF THE FOUNDATION WALL, THE FOUNDATION IS UNDERSIZED BY V2". SEE THE DETAIL PAGE '1A' I THE WHOLE DIMENSION INDICATES THE PERIMETER OF THE PRESSURE TREATED SILLS AND THE HOUSE ABOVE. \\ � • 10' FOUNDATION WALL OR AS PER LOCAL i BUILDING CODES. \ I HOEDOWN IS ATTACHED ��' �--�—_ BUILDER TO PROVIDE ADEQUATE VENTILATION OVER PANEL PLY AS PER LOCAL BUILDING CODES, SIMPSON STRONG-TIE STHD14RJ _ DIMENSIONS SHOWN IN [ I ARE CRITICAL 24'-D' 14'-B" HOLDOWN TO BE SUPPLIED, AND ARE NOT REDUCED FOR THE Vz" (23•_11•) 7 DETAILED & INSTALLED BY BLDR. (TYPICAL) I TOLERANCE AS CALLED FOR IN THE DETAIL BOOK — — �— — — —� -- 1A (2) TI HORIZONTAL BARS — — — DBL 2X6 SILL TYPICAL (UNLESS NOTED OTHERWISE). (corrlNuous) ALL SILLS TO BE PRESSURE TREATED & SUPPUED 14" I EL. (+) 7'-7'h" i IN 12' & 16' STOCK LENGTHS. BUILDER TO TOP OF 12" SONOTUBEIFTGs. USE SHORTEST LENGTHS AVAILABLE, , 6 7'-0' 7'-D* 7'-0 7' 0' 7' 0' 1' 6" _ ..I HOLDOWN DETAIL 1O PER. LOCATE FT CONCRETE FTG UNDER SONOTUBE REQUIRED PER. LOCATE FTG BELOW FROST LINE AS REQUIRED A Q AREAWAY W/ DRAIN, BY BUILDER: M SCALE: 1"=1'-0" BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR 23'-n' ta._D. AS REQUIRED PER OWNER. 2'-0' 5'-0' 6-s' 3Q BUILDER TO PROVIDE ADEQUATE VENTILATION PER 3' S'-6 3/4' 12'-3 1/2' 5-6 3/4' 3" SECTION 800.4 OF THE N.Y. STATE CODE. BASEMENT VENT SASH 1 EL (+) 'T-7h" I , & AREAWAY (IF REQ'D.) P.T DBL. 2X6 SILL 1A TOP OF 12h SONOTUB FTGS. BY BLDR., ® THIS LOC. `\ EL. + 8'_258"— — — — — — — — — — �I I i i �I •LSTADBRU• STRAP TE ANCHOR SIMPSON STRONG-TIE STHD14RJ HOEDOWN TO BE I q FROM FOOTING TO 8 POST OVER SUPPLIED, DETAILED & INSTALLED BY BLDR. (TYPI tS(yp8pry STRONG-TIE 'LSTADBRJ' \ I I SEE DETAIL THIS PAGE STRAP TIE ANCHOR (BY BLDR.) P.T. DBL 2X6 SILL I I \ N 1 1 1 FROM FOOTING TO 4X8 POST OVER � � IN I II \ Is o I m \ I N .2 TOP OF 12" SONO'TUBE FTGS. �' e ` N I I \ TOP OF 4' SLAB IM \ I w I �' \ I P.T. DBL. 2X6 SILL •„ ` P.T. D L.I 2X4 SILL w n'-m 5/e" 12'-I 3/6' I —_ N 2 i_/2"_ ' P.T DBL. 2X6 SILL m I - EL (+) T-71/6' /- (BOT. 0 BM. PKT.) 4'-0" T-10 3/16' 14'-1 3/4" I I \ / I 'A Y cj � \ � z I.BASEMENT VENT SASH !, P.T. DBI_. '2X4 SILL. z z -S �� /o I R AREAWAY (IF REQ-0.) IBY BLDR., ® THIS LOC. I � o o I �PEDApC+ 4 + P_// � I 4 H w \ I P.T. DBL, 2X6 SILL S _ ,;, R o V' - - I g \ I f 02345'6 oQ� jO I I 9r y ql BASEMENT VENT SASH I o TYP. \ I I SIMPSON STRONG-TIE STHD14RJ HIDOWN TO BEFOFN6- SUPPLIED, DETAILED & INSTALLED BY BLDR. (TYPICAL) & AREAWAY (IF REO'D.) `h' I SEE DETAIL "A" THIS PAGE BY BLDR., ® THIS LOC. \ I ©COPYRIGHT EY DECK HOUSE INC. I / T I ASEMENT VENT SASH qo er OEL=. 3 • \ ! o tlm•Omme mn o/M' i IMMI�9111'�vm•>Imlh • I / 2 \ I & AREAWAY (IF REQ'D.) lA lA IBY BLDR., ® THIS LOC. oD` ACOR930 INA DIVISIO OF DMASSHOUSE, INC P.T. DBL. 2X6 SILL "' I — — — 9 -1 7 8 \ I -' I " ACORN® 01720 781 259-9450 SNCL. 2X10 SILL ® 2 12' RICHARD & DEBORAH HEFFERNAN SOUTHOLD NY ENTRY SLAB OVER `�, ; \ I w m m TOP OF SLAB BY BLDR + "J L _ _ - _ - - - - - - - - I _ EL. + 8'-2 5/8" EL, BY BLDR, EL. + 8'-2 5/8' P.T. DBL. zxs sILL I I I I I FOUNDATION PLAN & HOLDOWN 1 NO SILL HERE 1A P.T. DBL. zx6 SILL LOCATION PLAN A 3' 4'-5 1/4' 2'-8 1/a' 4'-5 1/4' 3' 3' 4'-3 5/6' S'-1 1/4" 4'-6 5/6" 12'-D 3/4" if-7 3/4' 14'-2 1/2' DATE: 12'-1 3/4" 11'-6 3/4' 14'-3 1/2" (12'-D 3/4') (11'-7 3/4`) (1+'-2 1/Y) 03/25/03 - CDH/RMH 1117 ag/03 MR (37'_11•) SHIPPING DATE: I FOUNDATION PLAN HOLDOWN LOCATION PLAN CUSTOM JOB NO. PAGE NO. # 2998 1 I ( FDIIIDAIM BASC WOM10 MODULE LINE I. EXTERIOR WALL DIMENSIONS: THE DIMENSION IN PARENTHESIS INDICATES THE ACTUAL PERIMETER OF THE WALL PANEL FOUNDATION WALL. THE FOUNDATION IS UNDERSIZED BY VI". SEE DETAIL 4$' DIA X 12" ANCHOR BOLTS TO AS PER PLANS pz" DIA X 12" ANCHOR BOLTS TO BELOW, THE WHOLE DIMENSION INDICATES THE PERIMETER OF THE BE INSTALLED AT 4'-0" O/C BE INSTALLED AT 4'-0" 0/C MODULE LINE PRESSURE TREATED SILLS AND THE HOUSE ABOVE, MAX. V FROM EACH CORNER, FLOOR SYSTEM MAX. 1' FROM EACH CORNER. WALL PANEL 7" CONCRETE EMBEDMENT. NO AS PER PLANS 7" CONCRETE EMBEDMENT. NO AS PER PLANS LESS THAN 2 BOLTS PER SILL LESS THAN 2 BOLTS PER SILL 2x4 NAILER LAID FLAT mo DBL. 2x6 PT SILL MODULE LINE m m SILL SEALER SILL SEALER SINGLE 2x10 PT SILL 0 o o (FOAM SPRAY) ENTRY SLAB BY BLUR. (FOAM SPRAY) 0 z z GRADE z GRADE 31h" �lh" To a a 10" FOUNDATION WALL TOP CHORD BEARING LLD FLOOR SYSTEM LLD « q • f- FLOOR TRUSSES N n DAMPROOFING To �{I a AS PER PLANS (2) (J4 REBAR AT TOP DAM ROOFING 10" WALL: 6Th" k BOTTOM ON DBL. 2x6 SILL DBL. 2x6 SILL -- - _ FOUNDATION WALL (2) ,y4 REBAR AT TOP — BOTTOM ON 7yh" FOR 3Thx101h BM FOUNDATION WALL 4h, WORKING DIMENSION (IN PARENTHESES) V2 FULL NOMINAL DIMENSION ]7_ L MODULE LINE MODULE LINE v a a OF POCKET, oaLOCATION AS PER 02. ALL FOUNDATION ELEVATION FIGURES ARE REFERENCE TO A ZERO ELEVATION a a - a 10" FOUNDATION WALL FOUNDATION PLAN PER PLANS. ZERO ELEVATION FOR A HOUSE HAVING A SLAB IS THE TOP SURFACE OFTIE SLAB OF THE LOWEST FLOOR. FOOTING ELEVATION ® (-) 0-4-0 MEANS 4"BELOW TOP OF SLAB, g m m -- 4" CONCRETE SLAB 4" CONCRETE SLAB3, ALL WOOD SILLS ARE SUPPLIED WITH THE HOUSE PACKAGE, UNLESS THE SLAB IS TO BE o 4aPOURED BEFORE THE HOUSE ARRIVES. IN THAT CASE THE PRESSURE TREATED 2x4 OR 2X6 < _ a< 0 3" MIN. SAND OR GRAVEL < _ 3" MIN SAND OR GRAVEL SILLS MUST BE SUPPLIED BY THE BUILDER. ANCHOR BOLTS ARE TO BE SUPPLIED BY THE o - 0 00 o So BUILDER, AND SET IN EDUCATION AT APPROX. 4' O/C (OR AS REQUIRED BY LOCAL CODE), o00 ° Doo77 °oo °00° 4 UNLESS OTHERWISE INSTRUCTED OUR DRAWINGS SHOW 10" FOUNDATION WALLS _ 0-.- , 6 0 ° o o ° / 5" FOR SINGLE BM CENTERED ON 10"x20" FOOTINGS AT A DEPTH OF 4' THESE REPRESENTATIVE o 0 0 0 ° 0 ° • • ° .A ° 0 0 0000. — DIMENSIONS ° ° ° o • 8 ° DIMENSIONS MAY HAVE TO BE MODIFIED FOR ANY SPECIFIC FOUNDATION, IN ORDER _ 00 � o a TO COMPLY W17H THE LOCAL BUILDING CODE. O o o ° ° o ° . ° ° ° FOUNDATION WALL ° - 0 00 ° CRUSHED STONE - o ° O o a - CRUSHED STONE o o O o a - AS PER PLANS GOERAL Nobs - 1. GENERAL: T' _ ---� 6 MIL POLYETHELENE - a 6 MIL POLYETHELENE A. THE FOLLOWING NOTES APPLY TO ALL STRUCTURAL FEATURES UNLESS FILTER FABRIC -- -- -=- - VAPOR BARRIER FILTER FABRIC VAPOR BARRIER -z BEAM POCKET OTHERWISE SHOWN OR NOTED. 4" DRAINPIPE 1" EXTRUDED POLYSTYRENE FOAM 4" DRAINPIPE 1" EXTRUDED POLYSTYRENE FOAM APPLICABLE, UNLESS OTHERWISE NOTED. B. DETAILS SHOWN ON THE TYPICAL DETAILS' SHEET SHALL BE USED WHENEVER . FOUNDATION DRAINAGE DEPENDING UNDER ENTIRE SLAB * FOUNDATION DRAINAGE DEPENDING UNDER ENTIRE SLAB 2. REFERENCE TO OTHER DRAWINGS: w ON LOCAL SOIL CONDITIONS FOOTING ON ON LOCAL SOIL CONDITIONS FOOTING ON A. SEE DRAWINGS OTHER THAN STRUCTURAL FOR: KIND OF FLOOR FINISH AND FOUNDATION WALL UNDISTURBED SOIL t FOUNDATION WALL ® ENTRY UNDISTURBED SOIL THEIR LOCATION, FOR DEPRESSIONS IN FLOOR SLABS, FOR OPENINGS IN WALLS AND FLOORS REQUIRED BY ARCHITECTURAL AND MECHANICAL FEATURES, FOR l0"xZ0" FTG - 10" FNDN L •� 10"x20" FTG - 10" FNDN ROADWAY PAVING, WALKS, RAMPS, STAIRS, CURBS, ETC. SCALE: 3/4"=1'—O" SCALE: Y4 =1'-0' B. HOLES AND OPENINGS THROUGH WALLS AND FLOORS FOR DUCTS, PIPING, AND Q) VENTILATION SHALL BE CHECKED BY THE CONTRACTOR WHO SHALL VERIFY SIZES AND LOCATION OF SUCH HOLES OR OPENINGS WITH THE PLUMBING SUB- CONTRACTORS. 3. INTENT: IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR MODULE UNE SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. _ 4. DISCREPANCIES: BOOR SYSTEM SINGLE LALLY COLUMN THE CONTRACTOR SHALL USE STRUCTURAL DRAWINGS AND OTHER FOR PER PLANS LALLY COLUMN W/ INDIVIDUAL ITEMS. DISCREPANCIES UNCOVERED, IF ANY, SHALL BE REPORTS REPORTED BEFORE z 0z 31/6%6 1/4 POST AS I PROCEEDING WITH THE WORK SO THAT PROPER ADJUSTMENT CAN BE MADE. LALLY BASE PLATE ¢ z¢ m—I r=- PER FLOOR PLANS ATTACHED IN FIELD ¢d O E 5. BRACING AND SHORING: O IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE w o w zo 4X6 POST ANCHOR ADEQUATE SHORING, BRACING, FORM WORK, ETC., AS REQUIRED FOR THE PROTECTION OF FOOTING w0L D- # PA375E OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THIS BUILDING, LOCATION AS PER a� n.� 1/2" DIA. EXPANSION BOLT 6. EXCAVATION: FOUNDATION PLAN ow Ow DBI. 2x8 P.T. a BY BLUR THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES SILL / _J cn _cn INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, CONCRETE SLAB w¢ w¢ STRUCTURES, STREET AND UTILITIES IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT. FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERTIFIED BY p• • m / a - 4" SLAB x THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE PRIOR TO THE PLACEMENT OF ° EL. TOP Of FTG ANY REINFORCING STEEL OR CONCRETE. REINFORCED MASONRY ° < \ / O..o 4 a ° 7 BACKFILL LINTEL BY BLDR AS PER PLANS O .O°o II a BACKFILL AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED UNTIL DBL 2x4 P.T n' ° ' INTERIOR FOOTING - AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS. HDR DO NOT PROCEED WITH BACKFILL UNTIL A MINIMUM OF 7 DAYS AFTER THE V4' PLY FILLER • Is • 0 OF FOOTING 2 -6"X2'-6"Xl'-3" OF %2" DIA EXPANSION BOLT, LOCATION COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS WALLS ARE ADEQUATELY BRACED. WELL ave TRIM LOCATION AS PER MOTING A$ PER DIMENSIONS OF FNDN. PLAN. BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPECTION OF (RIPPED M BEEV E to Hp r DAMP-PROOFING. FOUNDATION PLAN DIMENSION ' NOTE: ERA T LOCATION IS CRITICAL 8. DESIGN DATA: DESIGNED IN ACCORDANCE WITH NY STATE CODE `v o CENTER LINE WINDOW UNIT m �;'T RECOMMEND BLDR TO PLACE A. LIVE LOADS AREA LIVE LOAD (3oF) DEAD LOAD (PSFMODULE LINE din ROOF • "� WIRE MESH TO PREVENT LIVING FLOOR 40 15 5 2" 1 " 1< CRACKING OF SLAB @ FOOTING ATTIC FLOOR R ,20 150 AL3• 3 0 SEDEWq�y/rF DECK 40 10 HEAD B, LATERAL LOADS: MODULE LINE 5 FOUNDATION INTERIOR FOOTINGS 6 POST ANCHOR AT SLAB - FOOTING SEISMIC DESIGN CATEGORY... .........C 2• * m I _ BASIC WIND SPEED......................90 MPH „ �• 4P 3c , FOUNDATION WALL SCALE: �4 =1 -D' SCALE: Y4 =1 '-0' 9r 02 45Z C. SOIL- ASSUMED CLEAN, DRY AND UNDISTURBED W/ A SOIL BEARING CAPACITY OF 2000 PSF OF N5Z NOTE: IT IS THE BUILDERS RESPONSIBILITY TO VERIFY ACTUAL SOIL CONDITIONS W/ DBL zx4 P.T. TOP OF SUBFLO�OR A LOCAL SOILS ENGINEER & TO NOTIFY ACORN STRUCTURES OF ANY VARIATIONS JACK STUD o AT HOUSE — 9, CONCRETE: W' PLY FILLER o 3/4" ©COPtRI V, DECK 9xFIOUSE INC. A. BASIC FOR DESIGN: o o-J-Ox a m. ,J*. .m nd m 1. .m ., .lug.& CONCRETE USE STRENGTH SLUMP ACG. SIZE REMARKS DECKING W/ ACORNA DIVISION OF DECK HOUSE, INC FOOTINGS, 2500 PSI 3.4" +OR- 4'x ® 28 DAYS r BEVELED RIPPED TRIM GRADE BEAMS, 3000 PSI 3.4" +OR- T•x" ® 28 DAYS I/e' SPACES WALLS & SLABS 3000 PSI 3.4"(+OR- 41/ 0 26 DAYS (RIPPED TO FO) `>- ACORN® 0172pAIN STREET, ACTON, M81 S 25 -9450 ALL CONCRETE SHALL BE HARDROCK AGGREGATE, REGULAR WEIGHT CONCRETE WINDOW UNIT P.T. 2x10 DECK FRAME (150 POUNDS PER CUBIC FOOT) PER PLANS RICHARD & DEBORAH HEFFERNAN B, DEBRIS: REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACEMENT OF JAMB 11 1'-10§x6" FOR 37/8X71/2 P.T. BM SOUTHOLD, NY CONCRETE. /76X11 TRIM C. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE DROPPED THROUGH 2'-34/2" FOR 311AX123/8 P.T. BM REINFORCING STEELS (AS IN WALLS AND PIERS) SO AS TO CAUSE SEGREGATION WNDOW UNIT OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF VARYING LENGTHS SOP.T. 2X4 NAILER- ONLY IFS' FOUNDA11ON DETAILS THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE BEVELED IWxzw. TRIM DECK CANTILEVERS FEET, AND A SUFFICIENT NUMBER SHALL BE USED TO INSURE THE CONCRETE (RIPPED 70 FIT) - BEING KEPT LEVEL AT ALL TIMES. D. INSERTS: ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING DOWELS, o0-3 FILL8• 31/8X__ P.T, BM. TOL. BETWEEN FTG. AS NOTED BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE PER PLANS DBL zxa P r SILL AND POST ANCHOR) DATE FORMS BEFORE PLACING THE CONCRETE. � PA36.25E J , E. PIPES: PIPES OTHER THAN ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED CEMENT WASH ° « POST ANCHOR 1/2" DIA. ANCHOR IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE FOUNDATION WALL NNEER / ° m - (FASTEN W/ 11/2x9GA &IFArAir BOLT BY BLDR. HOE REINFORCING STEEL (IF REQUIRED) BY SITE CONDITIONS MODULE UNE p• m NAILS SUPPLIED) 0n7aQ/nA MR 3/25/03 - CDH/RMH A. USE ASTM A615 (GRADE 40) FOR ALL REINFORCEMENT. �a45 12" DIA. SONOTUBE PIER B. ALL REINFORCEMENT SHALL BE CONTINUOUS, STAGGER SPLICES WHERE " SHIPPING DATE: POSSIBLE. LAPS PER TYPICAL DETAILS, UNLESS OTHERWISE NOTED. a I ( 6" ABOVE GRADE/4' BELOW GRADE, C. HOLD REINFORCEMENT IN ITS TRUE HORIZONTAL AND VERTICAL POSITION WITH SILL ® WINDOW LOCATION OF PIER (F PER LOCAL CODE, DEVICES SUFFICIENTLY NUMEROUS TO PERMIT WALKING ON STEEL WITHOUT PER PLANS (FOR POST SUPPORTING DECK CUSTOM DISPLACEMENT. TO 2' HOUSE OVER BLDR. 11. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT: TO POUR OR PAD BELOW FOOTING..............3" 4- WINDOW/DOOR IN FOUNDATION WALL- WALLS UNDER SONOTUBE. Joe No. PAGE No. WALLS.................2" AT FACE AGAINST SOILS WALLS.................1Yh" AT EXTERIOR INTERI FACE ABOVE GRADE DECK BEAM ON FOOTING - # 2998 WALLS.................1" AT INTERIOR FACE ABOVE GRADE NOT TO SCALE BEAMS....... ........1ve" CLEAR TO TIES COLUMNS. ..... ...,3" TO FACE AGAINST GROUND CLEAR TO TIES COLUMNS.. .... ....111" CLEAR TO TIES SCALE: 1"=1'-O" M1 l \ t ift LINE OF DECK OVER DOOR FRAMING & DRYWALL SHIMS r — — — — — — — — — — — — — — — — — — SEE DETAIL BOOK PAGES L1-L6 - - - - - —I WIDOW & DOOR`' ' I SEE DETAIL BOOK PAGES _11-1_26AF - - - - - ——�—----——�—�—--�-� ' � SOLARIUM: ' SEE DETAIL BOOK PAGES L30-1_32 COMPONENTS: SEE DETAIL BOOK PAGES L40-1_54 3%x71h P,T. BM OVER MIX WVWL ARTUG7ft ' A ARE 6 I n THE YPICALLIY 3%D WIDE. USED ACORNN THIS RECOMMENDS THESE BEAMS 6 6 I ONLY BE EXPOSED IN AREAS WHERE THERE IS NO PARTITION UNDER THE BEAM. IN AREAS WHERE A PARTITION IS UNDER THE BEAM 38'-0" SHIM THE BEAMS WITH 3/16" X 3%" X 8' PLY SHIMS PROVIDED, SEE DETAILS "1/L6 & 2/L6". IN THE DETAIL BOOK FOR SHIM LOCATIONS, BASEMENT VENT SASH 24'-0" 14'-0^ & AREAWAY (IF IS LO ) HVAC SOFFIT OVER. ACORN TO SUPPLY LOOSE BY BLDR., ® THIS .LOC. 2x3'S. BUILDER TO FRAME SOFFIT AS REQUIRED. _ ___ _ _ SEE DETAIL ON ENERGY DATA PAGE 3%x�OVE� SM OEIk7C'10R4 SMOKE DETECTORS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND INSIDE EACH BEDROOM AND ON EACH LINE OF SCREEN PORCH OVER STORY OF THE DWELLING INCLUDING BASEMENTS. ALL DETECTORS BILLIARD RM SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER DETECTORS TO PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING vLVT AREAS. ALL DETECTORS SHALL BE APPROVED AND LISTED AND 3%x7Ve P.T. BM OVER SHALL BE INSTALLED IN ACCORDANCE NTH MANUFACTURER'S INSTRUCTIONS [REF. 1193,2 & 721.1 NY STATE BUILDING CODE] o I � 'O � � I o io o I o 10 FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO CL� °- GYPSUM BD, WALL FINISH. (SEE M3) x w RISER= 7*' & TREAD= 10" w o 2� AREAWAY W/ DRAIN, BY BUILDER: N 1 n I 'Nd BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR z 4-0 OFAS REQUIRED PER OWNER. -------- -+ 30 BUILDER TO PROVIDE ADEQUATE VENTILATION PER ` I 3%x1044 BM OVER L'-' SECTION 600.4 OF THE N.Y. STATE CODE. © - _ — --1 4 HEATING SYSTEM & FLUE TO BE INSTALLED PER 5-0 BF -- - I IDIRECT VENT O MANUFACTURER'S SPECS & PER SECTION 1000 OF THE --_ _ _ P�OPANE FURNACE I NY STATE BUILDING CODE. � II AREA 7 of W-11 3/4' I --4_o--I 7'-D 1 4' I +------`� 14'-u 3/4" 5g BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR I o I I © FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE _ 1I LOCATIONS, AND RELATED PARTITIONS. & R. � - = II UTILITY W3P.TR21N4 SHOE ASEMENT NT SASH © 16" WIRE SHELF OVER. f 3-OR (SEE K1) & AREAWAY F REO'D,. UNFINISHED ( ) O BY BLDR., ® THIS LOC. I xd © 07 n0 - N M O I IO O ® IIs / IIs IIm �S7/ ; IIm EXERCISE IIo � IIo 4'-11 3/4• 3'-41/4• N I In BASEMENT NT SASH BATH T 2-8-L �I�J 20 P.T.FR FURRING SHOE I & AREAWAY (F REQ'D..) BASEMENT VENT SASH OO _ 11 ($EE K1) 11 BY BLDR., ® THIS LOC`. & AREAWAY (IF REQ'D.) BLDRY BY BLDIR., ® THIS LOC, C 4 06' SAUNA n ' OWE BY OTHERS ENTRY SLAB OVER rGQLEDARO • ' ��S�ZTHEW�y�,7�� z 9j• 023453 FOF NES y ©COPYRK Hf b� DECK HOUSE INC. 12'-1 3/4° 11'-6 3/4" 14'-3 1/2" m>k".X,"°n_q qu'°m. gni wo ACORNA DIVISION OF, DECK HOUSE, INC 930 MAIN STREET, ACTON, MASS. A B r ACORN® 01720 781 259-9450 6 g RICHARD & DEBORAH HEFFERNAN SOUTHOLD, NY LOWER LEVEL PLAN 114•=1•-U• - DATE: 01/31/03 - ML 4/25/02 - SP 03/04/03 - ML 10/25/02 - SP 03/25/03 - CDH/RMH 01/29/03 - ML 07/29/03 MR f j SHIPPING DATE: CUSTOM JOB N0. PAGE NO. # 2998 2 fN CEAiflNAL N1EItlOR 11\k A B DOOR FRAMING & DRYWALL SHIMS 6 6 SEE DETAIL BOOK PAGES L1-1_6 WINDOW & DOOR: A B 38'-0" SEE DETAIL BOOK PAGES L11-1_26A SOLARIUM: 6 6 SEE DETAIL BOOK PAGES L30-L32 38'-0'• 24'-0" 14'-0" COMPONENTS: SEE DETAIL BOOK PAGES L40-L54 2 23'-8 1/2" 14'-3 1/2' - 1111711M ORYML APPLrAWk __ __ _ -_ ____ __ ___ _ __ ____ _ _ _ _ _ _ ___ _ _ THE LAMINATED BEAMS USED IN THIS HOUSE ARE 6 I 6 TYPICALLY 315" WIDE. ACORN RECOMMENDS THESE BEAMS ON I ONLY BE EXPOSED IN AREAS WHERE THERE IS NO �1 PARTITION UNDER THE BEAM. toof 5 IN AREAS WHERE A PARTITION IS UNDER THE BEAM SHIM THE BEAMS WITH 3/16" X 3W X 8' PLY EXISTING DECK SHIMS PROVIDED. SEE DETAILS "1/L6 & 2/1_6" t3 ACORN TO SUPPLY MATERIAL IN THE DETAIL BOOK FOR SHIM LOCATIONS. FOR DECK TO BE REBUILT. .moo o� vo DECK oI e Iv (CENTENNIAL RAIL) of I I I] tl -RM OEMCM SMOKE DETECTORS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE o o VICINITY OF BEDROOMS AND INSIDE EACH BEDROOM AND ON EACH ' v o STORY OF THE DWELLING INCLUDING BASEMENTS. ALL DETECTORS I LINE OF ROOF OVER I SHALL BE CONNECTED TO A SOUNDING DEVICE OR OTHER LINE OF ROOF OV R� _ — I— — — — — — — — — — — — DETECTORS TO PROVIDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS. ALL DETECTORS SHALL BE APPROVED AND LISTED AND 1/2 PND. FG OVER _ _ _ IV FG 6-0 SL FG SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S G FG FG FG ___ - I I 1 I INSTRUCTIONS (REF 1193.2 & 721.1 NY STATE BUILDING CODE] 3AXIOV2 HDR. !, VER -2X6 WAIILI m I '2x6 WALL ,c, I �I o v d' ll O O „ Y u1pollet, QNm o',I � 01 BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR t m1/2 F80UND OVER7 2 I � FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE LOCATIONS, AND RELATED PARTITIONS. m2'953 2953 FG 2 4 4' 7 � t Q STEPS TO GRADE. 1x4 DECKING ON P.T, 2x4 TREAD - I 3'hX101'. BMS OVER FRAME. (SEE D5) �SHEA HE INTE IOR FACE OF / \ '�' �2LWY4'x8' SHEETS OF LI�ING \ STEPS TO GRADE AS REQUIRED. BUILDER TO SUPPLY ALL }}}11111 MATERIALS, DETAILS, & LABOR, AS PER OWNER. CULT RED STONE / OP 1 11 FACIN BY BLDR. 0OPEN TO LIN G RM BELOW O — o '� m ® FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO �, CULTURED STONE I SCREEN PORCH j 1 o GYPSUM BD. WALL FINISH. (SEE M3) MASTER I BED OOM FACING B BLDR. I I J RISER= 745" & TREAD= 10" � HANDRAIL HEIGHT WALL. (SEE M4) n - �0,�9Ze ', � w ,,, o 7 I © GUARDRAIL HEIGHT 'WALL. (SEE M3E) ' • 2 3p' dMM E' m w 1 1 --c-LINE - LEVEL OVER � — _ - ,�Xt5 BM IN FLOOR - POST LAM 7-G-2 R I PER OWNER. BUILDER TO INSTALL PER MANUFACTURERS 506th 7" I' o ------------�3 IN ROOF i 5 � I 70 PREFABRICATED FIREPLACE AND HEARTH BY BUILDER AS ERS ©I 4 2-SR INSTRUCTIONS AND LOCAL CODES. __ If ____ _ _ _ FG 6 SL FG N 5 BF i S < I -- 3-OL III © CAPPED WALL ® COUNTER (SEE 1/,L42) w 5'-61/2" _0' S-81/2" 4'-1 3/4" ' -,4'_0' , 10'-1 /4' S_0 DBL PKT I 0 6'-5 1/2' - -- -- I .• , --- — III 9� TUB AND PLATFORM SIZE PER OWNER. ALL DETAILS, 5 III - O ' I III MATERIALS, AND LABOR BY BUILDER. BUILDER TO PROVIDE ACCESS TO MECHANICALS IF WHIRLPOOL TYPE l o 1 0 F I 1 II TUB IS INDICATED ON SPECIFICATIONS. o z I E—0 - - LAT- CEILING G II C B ROOM 2ae OVER UC DINING ® ATTIC ACCESS: LOCATION PER OWNER. DETAILS,� MATERIALS, AND LABOR BY RLDR AS PER LOCAL CODES. r, ----- Yexla/s BM ER o , w 3 m m 2'-BL;' f o (MINIMUM 22"x30") I I FS BjohJ EN z j1n I ©BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR \ •/_ iW.I. .___-� Ih JI/ IdJ 315x10'h BM IN , '-' 1 / I I I 8 FLOOR OVER AS REQUIRED PER OWNER. L - 5 I /SLI OF FLAT CEILING VER G n' /_ /��w 1 I J 0 6- 7' 1/z 3'7 2' -- - --- 7`_8-B 1/z" 8R 9' 5 3 • ---- ® ,I 1 N © 10" COLUMNS (LOOSE, BY ACORN) 4'-0" _ - / N \` LOQ BATIH mill SH BLDR. 4'-3 7/B' 4'-0• I Y-8 1/2' Iz"j-2 3/4' 12'-0 3/4' © CAPPED WALL® TUB (SEE 1/L41) - - —STORAGE — — - " - 011! BUILDER TO FURR OUT WALL AS REO'D ® THIS 2-4R 'I�, I '' ENTRY _ I 1 LOCATION TO HIDE BM OVER. HE KITCHEN I^ ®TYPE CDPMX POST ® 3-8-12 - 2-BR II �-� 1 1 f OOF BELOW :�� w n _ 1 •' z`� ®TYPE COPCX POST ® 3-8-12 O� ?� 00 fq}.._ BATH I I 4x4 FILLER POST I L2J 4X110 .�� © I O 1 D 7-0-2 - 1" - `� q!!�+�� 2953DH 2953D FG 3-OR - ' _ '- - - -" � 5X11Yi B" INI l, ,• 3-OR ENTRY PORCH FLOOR o R wI xll' Lo = I %YC2? 1 1/2 ROUND OVER I o 0 BF (MASONRY, BY BLDR.) T i , o I o'`PO,r 74'-3 ROO2E BELOW - - _ _ _. J _____©____ 1 O 7 OILER POST 1 D(—T ' ' z plop th. In ua .w Nnou1 IIS' ^o L BATH _ w - ---- ----, ILII r-------- I ©COPYRIGM 6� DECK HOUSE INC. I' O t 3 '' I 2 _ — — — — — ACORN^ o' DIVISION O o T A EC 04X10 �,bR. O II=-- _�_-.= J � - - - - 0 1 2947DH — J BYBUIILDERIERS c� EpwRy�TF ACORN® 01720�N (781 HOUSE, INC z w I I I 93 MAN , o N — I STREET ACTON, MASS _ - - - _--_- -- LINE OF ROOF OVER �G C 0 259 9450 - - -- �,' LINE OF HOUSE OVER 3 RICHARD & DEBORAH HEFFERNAN m MASONRY STEPS m R O 0 SOUTHOLD, NY — — — (3) 2x12'S IN o s o LINE OF ROOF OVER o o m A m z LINE OF ACCENT PANELS OVER FLOOR OVER w �� 14'-0" BRACED WALL PANEL SCHEDULE , o 12'-1 3/4" n'o 11'-6 3/4" 14'-3 1/2" NyJ, 023453 ypQ� 24._0" FOF E`R ALL WALL PANELS TO HAVE "ON-EDGE" �� ENTRY & UPPER LEVEL PLANS BLOCKING AT PLY BREAKS UPPER LEVEL BRACED WALL PANELS PER 2308.9.3.1.1, ENTRY LEVEL '/4-=''-0• NAILING SHALL BE 8d NAILS V 0/C AT EDGES DATE: 01/31/03 - ML & 12" O/C FIELD. 4/25/02 - SP 03/04/03 - ML O BRACED WALL PANELS PER 2308.9.3.1.2 10/25/02 - SP 03/45/03 - CDH/PMH - (Yz" PLY SHEATHING ON BOTH SIDES OF WALL P 01/29/03 - ML 07/29/03 MR PANEL - APPLIED BY BUILDER IN FIELD) - NAILING SHALL BE Bd NAILS 6" 0/C AT EDGES SHIPPING DATE: & 12" 0/C FIELD p CUSTOM` A B ALL REMAINING WALLS BRACED PER 2308.9.3 A B 6 6 JOB N0. PAGE NO. 6 6 ALL REMAINING WALL PANELS TOBE STAPLED W/ IN" 16 GAUGE STAPLES - 4" O/C AT � 2998 � � � � . EDGES & B" 0/C FIELD. '� 1 1 r I O = WINDOW WITH MINIMUM NET CLEAR OPENING ` OF 5.7 SQUARE FT (24"H%2Q"W MIN.) O = WINDOW WITH TEMPERED GLASS " NOTE THE BUILDER IS TO PROVIDE (STORED ON SITE) NOTE PELLA CLAD WINDOWS & DOORS ARE WOOD STRUCTURAL PANELS LABELED & PRE-CUT CAULKED IN PANELS. SEE PAGE "SB" IN THE TO FIT OVER ALL GLAZED OPENINGS. DETAIL BOOK FOR TYVEK APPLICATION AROUND PANELS TO HAVE A MIN. THICKNESS OF 7/16"& A CLAD WINDOWS & DOORS. BLDR. TO APPLY } -- � MEMBRANE TAPE AS SHOWN.' TAPE IS SUPPLIED IN B MAX. AN OF 8 . ATTACHMENTS SHOULD BE PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 13 MAX P A S U PROM E I E9", 6" & 4" WIDE ROLLS. 9" IS FOR PERIMETER 6" — & 4 IS FOR MULLION BETWEEN WINDOWS & DOORS. �-�- OF THE BUILDING CODE Of NEW YORK STATE. s-308 _=" 14 CLAD WINDOW/OOOR TRIM. ALL OF THE WINDOWS & DOORS IN THIS HOUSE CLAD V CEDAR TRIM ® HEAD & SIDES TOP_ PLATE HAVE A OP RATING OF 35 OR ABOVE. 1Y60N CEDAR SILL ® BOTTOM. TRIM IS NOTCHED TO LAY FLAT AGAINST WINDOW FLANGE. STEPS TO GRADE. 44 DECKING ON P.T. 20 TREAD FRAME. NOT SHOWN (SEE D5) - 5 _ 8 O -- DBUILDER TO INSTALL SCREENING & SCREEN TRIM, AFTER APPLICATION OF SIDING AND REGULAR TRIM. SEE DETAIL BOOK PAGE "D/15" FOR SCREEN & RAIL INSTALLATION B m QSTEPS TO GRADE AS REQUIRED. BUILDER TO SUPPLY 4L 14 y MATERIALS, DETAILS, & LABOR, AS PER OWNER. S13 -= - 1 O = WINDOW WITH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FT (24"H%20"W MIN.) © = WINDOW WITH TEMPERED GLASS . NOTE THE BUILDER IS TO PROVIDE (STORED ON SITE) NOTE: PELLA CLAD WINDOWS & DOORS ARE WOOD STRUCTURAL PANELS LABELED & PRE-CUT CAULKED IN PANELS. SEE PAGE "SB" IN THE B TO FIT OVER ALL GLAZED OPENINGS. DETAIL BOOK FOR TYVEK APPLICATION AROUND 13 - PANELS TO HAVE A MIN THICKNESS 0 & q CLAD WINDOWS & DOORS. BLDR. TO APPLY AS SHOWN, TAPE IS 'SUPPLIED IN MAX. SPAN OF 8'. ATTACHMENTS SHOULD B MEMBRANE TAPE 9", 6" & 4" WIDE ROLLS. 9" IS FOR PERIMETER 6" PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 & 4" IS FOR MULLION BETWEEN WINDOWS & DOORS. OF THE BUILDING CODE OF NEW YORK STATE. ___ CLAD WINDOW _ -- _ - -- - 5/4x3h CEDAR TRIM ® HEAD SIDES - - - - - - 5/4x2Ye 9 -- =__ B "`- _ _ -_-_ --_- - - ALL OF THE WINDOWS & DOORS IN THIS HOUSE 1 �M SIN' --- — HAVE A DP RATING OF 35 OR ABOVE, IY1sx3A CEDAR SILL ® BOTTOM. TRIM IS NOTCHED - — TO LAY FLAT AGAINST WINDOW FLANGE. M - \ S Y O STEPS TO GRADE. 10 DECKING ON P.T. 20 TREAD ---_--- -_- FRAME. NOT SHOWN (SEE D5) L 2 -- __ - -__ 5/4x24'n _- PQBUILDER TO INSTALL SCREENING & SCREEN TRIM, AFTER UPPER LEVEL — S10 '- _ Sll TRIM- - -- 14 N APPLICATION OF SIDING AND REGULAR TRIM. SEE DETAIL - - - - _—_ S 1 BOOK PAGE 'D/15" FOR SCREEN & RAIL INSTALLATION %.7 RIP To FIT DACORN TO SUPPLY WALL PANEL WITH ROUGH OPENING. _ — ---- BUILDER TO INSTALL 6' SLIDING FRENCH DDDR. � 1 \ 33 SCREENS17 ® AREAWAY W/ DRAIN, BY BUILDER: 512 PORCH Q ' r v 6 & - BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER & PER SITE CONDITIONS. m n � - 3 x ----- 1 CRICKET BY BLDR. ENTRY LEVEL r D3 -- ._ }=� 6 WOOD SURROUND:, ___ CK C N _N IA _ All SED__ _ ___ __ ACORN TO SUPPLY 1e" PLY, & STOCK LENGTH 2x4'S, - - - -- - - - -- - - - - - - - -- -- - - - - A - - - - --- BLDR TO CUT & FRAME WOOD SURROUND AS REQUIRED. METAL FLUE & CHASETOP I I 7 I STEPS TO GRADE (NOT SHOWN) I I I I j TO BE SUPPLIED, DETAILED, & INSTALLED BY BUILDER I lA I , I I I I BASEMENT NT SASH I I I I 4 CULTURED STONE FACING 8Y BLDR. I I & AREAW Y (F REQ'D) I I 7 ACORN TO SUPPLY WALL PANEL WITH ROUGH OPENING. I I I I I I PER OWN R, Y BLDR., I I I BUILDER TO INSTALL 6' SLIDING GLASS DOOR. I I o+ L J L J I L J L J L®JTHIS LOC. L J J ' ®BUILDER TO SUPPLY ALL'MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER. LOWER LEVEL I I — — — — I— — — — M 09 1Ye" FLASHING BY BUILDER — — — — — — — — — — — — — — — — — — — — — — — — — — — — — REAR ELEVATION - — - B - -- 13 - — - — ----- ` E ---- ------- 14 = 13 (SIM) NO a m 1 z A J - - ---- -- - - _ FREEZE BD ' UPPER LEVEL qp� 023453 yQQ �'• — OF NEN _ ---- --- --- - S10 ©COPYRIGHT bey DECK HOUSE INC. 1 C ACORNA DIVISION OF DECK HOUSE, INC N `\ - S3 12 930 MAIN STREET, ACTON, MASS. 01720 781 259-9450 RICHARD do DEBORAH HEFFERNAN -- - --- — Si SOUTHOLD. NY S10 ENTRY LEVEL 0 — _ _ -_ ,- _ _ _ - -DECK LCENTENNIAL RAIL _ _ REAR & LEFT ELEVATIONS 7 U ON 1illl�1=117_i --,I 1 �- ---,� - BASEMENT VENT SASH FACING BY BLDR. �lAS4 I Ii II .4-' hl li IAREAWAY (IF REO'D.) I m 4 1 —O I III .1A I;I ;'I� ;I PER OWNER, BY BLDR., oaTE: 4 a ® THIS LOC. I m 01/31/03 - ML E�I II III i�I; QI I 4/25/02 - SP 03/04/03 - ML I � __ __ 10/25/02 — SP 03/25/03 — CDH/RMH 01/29/03 — ML 07/29/03 MR J� LOWER LEVEL SHIPPING DATE: CUSTOM LEFT ELEVATION JOB NO. PAGE 140 # 2998 5 FLOOR AND R MNNG umu wmx JOISTS AND HEADERS OF FLOOR FRAMING AND RAFTERS w 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) 3Va" & 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 4x_ BEAMS SHALL BE DOUGLAS-FIR LARCH NO. 1 W/ A 23'-0" 21'-0' '-0' 18'-p' ts'-o' a'-o' MINIMUM Fb OF 1000 PSI AND E OF 1,700,000 PSI (OR EQUIVALENT). 14-0 s-0 J DECK FRAMING UNBFR GRADE: 7iH G 13 14 13 lk i 12" JOISTS AND HEADERS OF DECK FRAMING SHALL BE PRESSURE TREATED [.25 CCA, KDAT] SOUTHERN YELLOW SKYLIGHT BEYOND SECTION 2X12 RAFTERS 6 7A. PINE NO. 2 W/ A MINIMUM Fb OF 1200 PSI (FOR 2x8'S) JeB 12" ® 24" 0/C AND E OF 1,400,000 PSI OR EQUIVALENT. lul 8 �� 2X12 RAFTERS B 10 HANDRAIL HEIGHT WALL. (SEE M4) -0 2X12 RAFTE 5 3AOOIz BM ® 24" O/C '-0" 13 W/ BM CAP (DGUARDRAIL HEIGHT WALL. (SEE M3E) ® 24"_O/C_ L DBL 2X4 COLLAR TIES K GYPSUUM ED. WALL ) TAIR TO FINISH. B(SEE M3LED PRIOR TO 13 2%10 CEILING G \ — JOISTS 0 24" 0 C B RISER= 7%" & TREAD= 10" 13 DBL 144x11V4 LVL \ W/ Y." PLY ®WALL MOUNTED CENTENNIAL RAIL TYPE "IMY137(SEE M3D) 13 5x161h" B VLY BEAM y n B5O CAPPED WALL ® COUNTER. (SEE 1/L42)4 -- - 14 o' 1 1 m 12" ©WALL MOUNTED CENTENNIAL RAIL TYPE 'CSITYI49"(SEE M3D) / A FLOOR TRUSSES �, 8 �7W 6 0 24" 0/C TRIPLE 2x12 D --- - T D o 13 to 0 3Yex15 BM a'- " 10'-7 o'-s s o' 12 12 ,SAX1014 BM FLOOR TRUSSES ® 24' 0)/C 3N�Oth BM (M o-n-a) xnv aM i RAIL NOT SHOWN PRE-BUILT o RAIL NOT SHOWN ' STAIR 3Q ' 5 o MASONRY PIER SCREEN PORCH o 2X10 P.T. E w 2X10 P.T. 1 A 4 DECK JOISTS A 12 BY BUILDER DECK JOISTS D3 12 ® 16', 0/C 12 g _1 MASONRY ENTRY STOOP ® i6" 0/C ; A & STEPS BY BLDR., 12 PER OWNER FLOOR TRUSSES FLOOR TRU SES SINGLE 2 0( 5 4 Z—FLOOR TRUSSES DBL 2X6 ® 19.2" O/C , ® 19.2" 0/ P.T. SILL W DBL 2X6 0 19.2" O/C P,T. SILL 3AxIOh BM 2X4 SHO 1 3*79r P.T. BMS. P.T. SILL 2 � 20 FURRING PRE BUIL 2x/3 FURRING ; W// P.T. 2x4 SHOE STAIR Q3 (SEEKi)2x4 SHOE m (SEE K1) 4" SLAB 4" SLAB SECTION A - A SECTION B - B �EdAp�y a * m 1 i 023453 JOQ� _�•oq> FOF NEN g J ©COpkPYROD' b7 DECK HOL.FL INC. ,Y t�M milenp�'m m "f W coVf�5x1 nwv. `• " WALL PER PLANS FINISH FLOORING ACORNA DIVISION OF DECK HOUSE, INC 930 MAIN STREET, ACTON, 3/4" T&G PLY SUBFLOOR ACORN® 01720 761 MASS.259-9450 RICHARD & DEBORAH HEFFERNAN J_ ______________________ SOUTHOLD. NY SECTIONS FLOOR TRUSS 2x4 NAILER DATE: 01/31/03 - ML 1X3 STRAPPING 4/25/02 - SP 03/04/03 - ML BEAM PER PLAN ® 16" 0/C 10/25/02 - SP 03/25/03 - CDH/RMH 01/29/03 - ML 07/29/03 MR POST OR COLUMN (AS PER PLAN) y SHIPPING DATE: f I ' FL OM TR ICC% LAM. BEAM C 'V ST O.� ' A T-Lvvl� I IW�J�J TOP CHORD BEARING SCALE: 1Vh"=1'-0" y, JOB NO. PAGE 110. # 2998 6 M METAL CONNECTOR TYPICAL LALLY CONNECTOR IS OUNLESS NOTED OTHERWISE. BLDR TO REFER TO NOTED DETAILS FOR CONNECTOR STRAPS AND PLATES. VERIFY BEAM HEIGHTS NTH SECTIONS AND MAKE ADJUSTMENTS IF NECESSARY. LAMINATED BEAMS 3Yexl oli = 1035" 3%xl3Y2 = 1335" 5xllY4 = 1IY4" 3Vexl5 = 147/a" 5061,t = 16Ye" AX191/2 = 19W 50Yt = 191/2" SOLA BEAMS 48 = 7Y4" 4x10 = 9Y4" MITEK POSISTRUT„ FLOOR SYSTEM Lina A B A B 'H" PLY SHEATHING 1. INSTALL JOISTS 24" ON CENTER UNLESS NOTED. 6 6 6 6 2 LABLE DESIGNATION ON PLAN INDICATES'TRUSS DESIGN TYPE AND NUMBER OF TRUSSES 1 JOISTS ARE OFTEN NOT SYMETRICAL. JOISTS ARE MARKED WITH TYPE DESIGNATION AT ONE END. INSTALL MARKED END OF JOIST CLOSEST TO LABLE DESIGNA77ON ON PLAN. 2a D 14-o A REFER TO SHOP DRA KINGS FOR TRUSS DESIGN. S ENGINEERING CERTIFICATE WITH SITE STATE REGISTRATION HELD ON FILE, COPIES WILL BE FORWARDED ON REQUEST, A Q INSTALL 2x12 HDR. AT JOIST ENDS AS REQUIRED, 202 HDR 2.12 HDR IMPORTANT., SLIDE STRONGBACKS INTO WEBS AS 12 11 �0 16-0-0 YOU GO, BEFORE CLOSING IN FLOOR EDGES. DRAT NGS AND AONGBAC DETAILED. WHERE SHOWN ON 1 1 FIREBLOCK AT GIRDERS AS REQUIRED. 9 2' 19.2 0 C g 2' I A" T&G FLOOR SHEATHING HAS A 24" O.0 SPAN RATING. APPLY CONTINUOUS LINE OF GLUE ON JOISTS AND FASTEN PER NOTE BELOW. ALLOW A" SPACING AT PANEL ENDS AND EDGES. SPAN WEB JOIST BUTT JOINTS WITH A FULL SHEET OF PLY. 1 IQNEED FOR ADDITIONAL UNDERLAYMENT IS DEPENDANT ON 1 A TYPE OF FINISH FLOOR. UNDERLAYMENT & FINISH FLOORS A 12 ARE NOT PROVIDED BY ACORN n 12 2 FOR FLOOR SHEATHING ACORN SUPPLIES 3'+" T&G 4x81, � o - `� •—" " ' —" "— — — "— "— ' •' ' —' SHEETS, 6D RING NAILS (OR 8D COMMON) ® 6" 0/C EDGE, S 12" O/C FIELD , AND GLUE. BUILDER TO CUT TO FIT AS 12 NEEDED. REFER TO CONSTRUCTION LIST FOR QUANTITY OF EACH AND DETAIL R/12 FOR SHEATHING INSTRUCTIONS, 1 1 — "KANT-SAG" RT-7 FRAMING ANGLE "KANT-SAG" AC7 FRAMING ANGLE J �o �P L 2" Nm A — INDICATES 45 DEGREE JOIST HANGER: 12 z2.9 o E3 ® 12 n® r® 12 / 202S "KANT-SAG" SKH28 FOR SINGLE 2x8 2x12 A 13-10-8 / ALLY COL ALLY COL IM TO FACE 2.12 HDR 5 5 2x12 HOR — "KANT-SAG" THF35112 FOR FLOOR TRUSSES ® 10' _— 0 10' __; OF HEADER m 11-10-8 1- -o UNLESS NOTED OTHERWISE. L o-' I — "KANT-SAG" JL-210 FOR SINGLE 2x10/2xl2 " . I 0 3- HDR -� I W — "KANT-SAG" JL-2102 FOR DBL. 2x10 2x12 12'-1 3/4" 12 3'-8 1/2' a'-1 /4" 14_0" ffi 0 3 a-e L1 — "KANT-SAG" J-T HGR FOR TRPL 2x10/2x12 i2 �� �d W — "KANT-SAG" JRS FOR SINGLE 2x8 �0 2 No LALLY COL 2 A — "KANT-SAG" JRD FOR DBL. 2x8 010' ® �® 12 Cfl 1 _o W 0 EXTRA 2x12 JOISTS SUPPLIED FOR BLOCKING, m m BUILDER TO CUT TO FIT BETWEEN JOISTS. L 12'-1 3/4' 3'-8 1/2' 22'-1 3/4" 12 L o Q ACORN TO PROVIDE 16' 2x6'S FOR STRONGBACK BRIDGING, LALLY COL $f 12 2 LJ�RS W bBUILDER TO CUT AS REQUIRED, SEE S/12 ® 10 1 0 0 4x8FILL' 5 i I ® ♦ REPRESENTS PLUMBING DROP FILLE ALLY COL \ A W a DO NOT CUT FLOOR TRUSSES ® ® 0 o m 5 ® 2x6 NAILER LAID FLAT IIMlMIIMMIMIIlI 12 � I w o p N 3%x6Yx LAM POST o I 3 12 0"7-7-12 E4-P2 '? W Q KANT-SAG KST218 STRAP TO BE SUPPLIED o (SITS ON PA375E 'o BY & INSTALLED BY BLDR. POST ANCHOR) N I V ly rn W 0 Yy9 \ I m 1 ", i Ll LLJ 'i W ® N9l 02s453 F DF NEN Q Q o q 4 E QCOWPiItIGHI p�/y DECK FIpUSEs INC 12 12 V I I 0 Ow xr�"m 1 a mmp y 1 m0 b 12 I 3 d I ACORN DIVISION OF DECK HOUSE, INC 4 930 MAIN STREET, ACTON, ACORN® 01720 7MASS.81 259-9450 / zxlrs A A 013x13'8 RICHARD & DEBORAH HEF'FERNAN o n-1-1z 12 12 SOUTHOLD. NY — ENTRY LEVEL POST NTC BM FRAMING PLAN z'-1 3/a" ll'-6 3/<" <'-3 V2" — ENTRY LEVEL FLOOR FRAMING PLAN 1/4'=1'-0" A B 6 g A B 6 6 DATE: 03/25/03 - CDH/RMH SHIPPING DATE: ENTRY LEVEL POST & BM FRAMING PLAN ENTRY LEVEL FLOOR FRAMING PLAN C U S T O l` , JOB NO. ,PAGE NO. # 2998 7 METAL CONNEMM TYPICAL POST/BM CONNECTOR IS WUNLESS NOTED OTHERWISE. BLDR TO REFER TO NOTED DETAILS FOR CONNECTOR STRAPS AND PLATES. VERIFY BEAM HEIGHTS WITH SECTIONS AND MAKE ADJUSTMENTS IF NECESSARY. LAMMED BEAMS I 3Ax1014 = 103'0' 3Yex1314 = 1336" 501Y4 = 11114" 3Ax15 = 147%" 506112 = 1612" 3Yex1916 = 191b" 5x19112 = 1912" SOLID BEAMS 48 = 7Y: \ , 400 = 9Y4" ( ) - INDICATES TO THE BUILDER THAT THIS MEMBER .y SHOULD BE IN PLACE PRIOR TO ERECTION OF THIS FRAMING LEVEL, MITEK POSISTRUTr FLOOR SYSTEM WITH 1T6m PLY SHEATHING A B A B 1. INSTALL JOISTS 24" ON CENTER UNLESS NOTED, 6 6 6 E3 2 LABLE DESIGNATION ON PLAN INDICATES TRUSS DESIGN TYPE AND NUMBER OF TRUSSES I JOISTS ARE OFTEN NOT SYMETRICAL. JOISTS ARE MARKED WITH TYPE DESIGNATION AT ONE END. INSTALL MARKED ` END OF JOIST CLOSEST TO LABLE DESIGNATION ON PLAN. 24'-0" 14'-0' It REFER TO SHOP DRAWINGS FOR TRUSS DESIGN. I ENGINEERING CERTIFICATE WITH SITE STATE REGISTRATION HELD ON FILE. COPIES WILL BE FORWARDED ON REQUEST. 8 INSTALL 2x12 HDR. AT JOIST ENDS AS REQUIRED. IMPORTANT.: SLIDE STRONGBACKS INTO WEBS AS YOU GO, BEFORE CLOSING IN FLOOR EDGES, 7. INSTALL 2x6 STRONGBACK BRIDGING WHERE SHOWN ON ' DRAWINGS AND AS DETAILED. JC'-O" KANT-SAG M ;TC40 y STRAP FROM BEAM B. OCK AT GIRDERS AS REQUIRED. A 3-A'++"" T&G FLOOR SHEATHING HAS A 24" O.C. SPAN RATING. TO POST APPLY CONTINUOUS LINE OF GLUE ON JOISTS AND FASTEN 04x4 POST 4x4 P,n�T M 4x8 POST M 3 2" H PER NOTE BELOW. ALLOW A" SPACING AT PANEL ENDS / 2x12'S AND EDGES. SPAN WEB JOIST BUTT JOINTS WITH A FULL 0 7-O-z 4 0 e'U 12 o S'� 1 2 i 2 0 4-0-e SHEET OF PLY. lyjIQNEED FOR ADDITIONAL UNDERLAYMENT IS DEPENDANT ON TYPE OF FINISH FLOOR. UNDERLAYMENT & FINISH FLOORS QS ®1a o sM ARE NOT PROVIDED BY ACORN 4x4 POST 'i 08'O •i xo r,� _ FOR FLOOR SHEATHING ACORN SUPPLIES 4'i' T&G 4z8 = SHEETS, 6D RING NAILS (OR BD COMMON) ® 6" O/C EDGE, 0 ' ' I 12' 0/C FIELD , AND GLUE. BUILDER TO CUT TO FIT AS mm _ NEEDED. REFER TO CONSTRUCTION LIST FOR QUANTITY OF • EACH AND DETAIL R/12 FOR SHEATHING INSTRUCTIONS. o j 12'-1 3/4" Il'-6 3/4" 4x6 POST 4x4 POS7 "'® A 2 I — "KANT-SAG" RT-7 FRAMING ANGLE 0 7-6-14) 3Ax15 BM 0 (0 7-6-14 g 12 H '1 — "KANT-SAG" ACT FRAMING ANGLE 24-0-0 E3 DBL. zxiz HOB — INDICATES 45 DEGREE JOIST HANGER: K 4 0 3-7-21 MSH422-2 HGR. .� 1 Z 12 "KANT-SAG" SKH28 FOR SINGLE 228/2x12 12 4x4 POST — — ax4 POST — "KANT-SAG" THF35112 FOR FLOOR TRUSSES 0 7-to-e 3 hx5 AM POS / 1 Y 7 I� UNLESS NOTED OTHERWISE. /4x4 POST 6 --- -- `® 7_0_2 — "KANT-SAG" JL-210 FOR SINGLE 2210/2x12 M m j / 202'5 r U — "KANT-SAG" JL-2102 FOR DBL. 2x10/2xl2 12•_1 3/4" 12 T-81/2' 7'-101/4" 14'-31/2" sm o 07-5-0 = -� o — "KANT-SAG" J-T HGR FOR TRPL 2210/2x12 r' i c„, r B — "KANT-SAG" JRS FOR SINGLE 2x8 M M NO «J+ `"^_ 12 12 0 — "KANT-SAG" JRD FOR DBL. 2x8 -7 4.4 07-P052 12 ®' ? b 1 rO mO 1 ' moa r 1n 2 12 1 0 I Ne iQ EXTRA 2x2 JOISTS SUPPLIED FOR BLOCKING. 00 ' Lo BUILDER TO CUT TO FIT BETWEEN JOISTS. mm ^� m 112'-1 3/4' Y-d• IT-51/4" ' 2Q ACORN TO PROVIDE 16' 2x6'S FOR STRONGBACK BRIDGING. o F BUILDER TO CUT AS REQUIRED. SEE S/12 4x4 POST "�'® 5x7 LAM POST i 2 m j 3%xtOl4 BM (M�0-11-4) Q3 + REPRESENTS PLUMBING DROP 0 7-0-2 0 7-0-2 E4-P2 2/ 202'5 cn 0 14-o-a DO NOT CUT FLOOR TRUSSES q B m 1 7 ® BUILDER TO REMOVE PANEL PLY IN THIS AREA TO 12 �: ALLOW BEAM TO RUN THROUGH AS REQUIRED M om a m 7 Z Q5 BUILDER TO CUT STOCK LENGTH POSTS 50 THAT 12 I CL I TOP OF BEAM IS ® r-�Om HEIGHT ABOVE ENTRY 0 ' LEVEL SUBFLOOR. POSTS TO SIT DIRECTLY ON 2x10 =m m o 12 j p,• DECK FRAME BELOW. mo �o © KANT-SAG MSH218-2 ADJUSTABLE STRAP HGR S oo m S 04x4 POST - 314x5 LAM M j 2 12 2 12 � 7Q KANT-SAG KST218 STRAP TO BE SUPPLIED ® 7-0-2 MI�T® POST 0 7- -2 12 o — — o BY ACORN; DETAILED & INSTALLED BY BLDR. 04x4 POST ,2 m I x11 V� BM N d ©COPYRIGHT b� DECK HOUSE, INC. r 4x4 POST " 1 m 2x1;2' ® 3-1 -8 ® 24 0 C _— ft v moo.ot ,IN io may eey .snout o p 0 7-0-2 I 1 o x" / 'o —— I p,rm,eelon of tM oegAgM Omer. N OF C®j Ppsg 4x4 PO57 /4x4 POST p m I o 1 A930 CORIN STREET10ACTON,DECK HOUSE, INC 0 7-0-2 0 7-0-z j ACORN® 01720 781 259-9450 a o 4 o C m I I C — D RICHARD do DEBORAH HEFFERNAN 0 12 3 12 13 4 SOUTHOLD, NY 3/ 2xt2's D 3/ 2x12's �pEDAHC ® 011-10-6 12 oil-10-8 N C?��1•PSTHEW., /�� ® Q 0 A — UPPER LEVEL POST do BM FRAMING PLAN \, 24'_0• 14'-0• r m 1 _ * — UPPER LEVEL FLOOR FRAMING PLAN 023453 Q / ' 4m44* SOF N� DATE: 6 6 6 i6 0� 03/25/03 - CDH/RMH 117Z20403 MR SHIPPING DATE: UPPER LEVEL POST d BM FRAMING PLAN UPPER LEVEL FLOOR FRAMING PLAN CUSTOM JOB N0, RAGE NO. # 2998 8 METAL CONIECfORSi TYPICAL POST/BM CONNECTOR IS 12 ,UNLESS NOTED OTHERWISE. BLDR TO REFER TO NOTED DETAILS FOR CONNECTOR STRAPS AND PLATES. VERIFY BEAM HEIGHTS WITH SECTIONS AND MAKE ADJUSTMENTS IF NECESSARY, LAMINATED BEANS 345xi0112 = 1035" 31Ax13Y2 = 1335" 5x11Y4 = 11Y4" . 31Ax15 = 147A" 5x16Y2 = 16142" 31Ax191h = 191h" 5x19V2 = 1944" Sow BEANS 48 = 7Y4' 4x10 = 9Y4" FOR FLOOR SHEATHING ACORN SUPPLIES 3'4" T&G 48 SHEETS, 6D RING NAILS (OR 8D COMMON) ® 6" O/C EDGE, 12" 0/C FIELD , AND GLUE. BUILDER TO CUT TO FIT AS NEEDED, REFER TO CONSTRUCTION LIST FOR QUANTITY OF EACH AND DETAIL R/12 FOR SHEATHING INSTRUCTIONS. A B A B 1 — "KANT-SAG" RT-7 FRAMING ANGLE 6 6 6 6 1 — 'KANT-SAG" AC7 FRAMING ANGLE — INDICATES 45 DEGREE JOIST HANGER: "KANT-SAG" SKH28 FOR SINGLE 2x8/2x12 — "KANT-SAG" THF35112 FOR FLOOR TRUSSES M UNLESS NOTED OTHERWISE. "KANT-SAG" JL-210 FOR SINGLE 2x10/2x12 U - "KANT`SAG" JL-2102 FOR DBL. 2x1D/2x12 - 'KANT-SAG" J-T HGR FOR TRPL 2x10/2x12 - 'KANT-SAG" JRS FOR SINGLE 2x8 —. -- - - — -- -- - ---- ----- --- - "KANT-SAG" JRD FOR DBL. 2x8 (DEXTRA 2x1Q JOISTS SUPPLIED FOR BLOCKING. BUILDER TO CUT TO FIT BETWEEN JOISTS. Q "KANT-SAG" HD210-21F BM HGR BOTTOM OF BEAM TO BE 7-10-13 ABOVE SUBFLOOR ® THIS LOCATION (a) JOISTS HAVE BEEN SHIFTED IV2" TO OFFSET RAFTERS tl ® ATTIC ACCESS: LOCATION PER OWNER. DETAILS, MATERIALS, AND LABOR'BY BLDR AS PER LOCAL CODES. (MINIMUM 22"00") 2x10 FOR. 0 2/8' SUPPLIED. FOR THIS POST & BM F REFER TO PAGE "10' THIS SET n -- - 2 23•-81/2" 14'-31/2" 0 mi oA IT NE NOF ATTIC FLOOR OVER 4x4 PO0 7-10F---1 13 L ®x4 POST8-9-3 x4x4 PI 1 w 1 1/2" 0 7-10-13 7• 1 3/4' 7'-1 3/4' M ��OJ HEW N �c 0 . f9 023453 OQ '� fFOFNE`Ny ©COPYRIGHT bey DECK HOUSE, INC: Z mW.�1 IM m mn.m �1Mn Z .,n�., q,,.,o4" a m4 ACARNA DIVISION OF DECK HOUSE, INC 930 MAIN STREET, ACTON, MASS. ACORN® 01720 781 259-9450 RICHARD do DEBORAH HEFFERNAN SOUTHOLD, NY — ATTIC POST do BM FRAMING PLAN — ATTIC FLOOR FRAMING PLAN A B q B DATE• 6 6 6 6 "l, 3/25/03 - CDH/RMH i. SHIPPING DATE: ATTIC POST BM FRAMING PLAN ATTIC FLOOR FRAMING PLAN CUSTOM 30H ND. PAGE ND M # 2998 9 DBL fYxx11Y4 VALLEY BM (3) 41402' THREADED ROD W/ NUTS & WASHERS M7AL CBNIECM ' FOR (2) VALLEY BMS M (3) %"x13' THREADED RODS BM PER PUNS TYPICAL POST/BM CONNECTOR IS K12:�7 UNLESS NOTED W/ NUTS & WASHERS "I OTHERWISE. BLDR TO REFER TO NOTED DETAILS FOR 31101KP-LAM I• - CONNECTOR STRAPS AND PLATES. VERIFY BEAM HEIGHTS 3' HORQ. 3kx1OlM VALLEY BM WITH SECTIONS AND MAKE ADJUSTMENTS IF NECESSARY. DBL 1Y4x1H4 VALLEY BM LAMINATED BEAMS w m 3Yex10Y2 = 10%" 3Vax13h = 139'2" 5z11Y4 = 11Y4" 3Axl5 147A" 5�161� 161h" x I \\ l BM PER PUNS 3Yex19Yt = 191h" 5x1914: = 19Yt" �BM CONNECTIONS 1 SOLID BEAMS SCALE: 1"=1'-0" I 7, l : /{ -\1 _ 4x8 = 7Y4" :'c 1 � I 4:10 = 9144" ( ) - INDICATES TO THE BUILDER THAT THIS MEMBER W s \ SHOULD BE IN PLACE PRIOR TO ERECTION OF THIS \ FRAMING LEVEL. 3Nx101} VALLEY BM le POLY SHIELD 18" WIDE ROLLS OF POLYETHYLENE A BA FILM SUPLIED. TO SEE DETAIL C/14 BE APPLIED OVER ROOF BEAMS. 6 6 SGL VALLY BM 6 B VALLEY BM CONNECTION 24'- 4'a 6 FOR ROOF SHEATHING ACORN SUPPLIES " 4x8 SHEETS n 14'-0" ONLY. H-CLIPS SUPPLIED FOR PLY BREAKS. BUILDER � SCALE: 1"=r'-D" TO CUT TO FIT AS NEEDED, REFER TO CONSTRUCTION LIST FOR QUANTITY OF EACH 12 0 12-0" NALM SPEC:8D COMMON NAILS 6" 0/C NN EDGE '-° 12" 0/C FIELD NAILING, WITHIN 48" OF = 0 2.8 RAKE ll!R—\_ g o o GABLE ENDS- 4" 0/C EDGE & FIELD NAILING. s Cxs 9o5T) n 09-13-SSS (PER TABLE R602,30) _ _ o 13 --- -- - -- _ RAFTER FIELD CUT NOTES: VALLEY RAFTERS: LOWER END IS 13 9-12-SB6 9-12-SB6 13 0 C/ 4.4 POSTS) o PRE-CUT . BLD R TO• CUT UPPER END. 0 8-9-0 J 1 2xB RAKE 2x8 RAKE RFTR B 9-1z-SFS a 9-8-ssc CRICKET RAFTERS: UPPER END o 9-12-SF6 RFTRS 0 9-2-SS 13 s 12 sL S PRE-CUT. BLDR. TO CUT LOWER m 9-12-SR N o (POSTS BD 6x1 a., ae-9-O9-10- m � D@SEE14 AY�PLATE OR VENOTCH NTING 9-8-SR FOR ,67ZL o +10 \yi e, L M 9-10-SR �'' ® �•0 0 9-8-SL 13 7 VENTING. 1 3/4" 7 1 /4" K >< 10'-2 3/18' o Y-9 13/16" 1'-9 13/16" 9'-10 11 16' o , 13 9- - H A �I o — "KANT-SAG" RT-7 FRAMING ANGLE / d'-=i 6 sL 9_s-sR K 14 13 , , , �� g� 1 — "KANT-SAG" AC7 FRAMING ANGLE u's C(M- - _ _ I m I P 13 md ' — INDICATES 45 DEGREE JOIST HANGER: 4 2 14x5 LAM POST 9-4-s1 9-4-SR KANT-SAG" SKH28 FOR SINGLE 2x8/ 2x125,55O6-10J7 5x6 142 BM 0 ��/3O 6-1 B0-7 za-o-o E3 1U 13r UNLESSSANOTEDF35112 OR FLOOR TRUSSES 9 m -2-S1 9-2-SR I , "KANT-SAG' JL-210 FOR SINGLE 2x10/2x12 31',x5 LAM POST 00-5-0 �N G LI - "KANT-SAG" JL-2102 FOR DBL. 2x10/2x12 B 2x 2 VLY P ATE A 13 - "KANT-SAG" J-T HGR FOR TRPL 2x10/2x12 10 \o m3 14 �, 14 r - "KANT-SAG" JRS FOR SINGLE 2x8 baa " - "KANT-SAG" JRD FOR DBL. 2x8 2 12 RFTR 0 9-•9- S7B a J M °iy�" 13 D EXTRA 2x1$ STOCK SUPPLIED FOR BLOCKING. C 4x6 POST31t,3)6Q N-� f BUILDER TO CUT TO FIT BETWEEN RAFTERS 3%00Ik BM 0 M I 12 s o i 012-10-6 24-BEA E3 12 ®12 100-6 4 ax4 POST �� i e 1 d d _ fix ' N� 2O BUILDER TO CUT RAFTERS & HEADERS FOR REQUIRED w/ BEAM cap a a-t-3 OPENINGS IN ROOF. SEE DETAIL ERS 202RGBD0 ' n 8 / - !. DOUBLE 2x 12 HDR 0 2/8' PROVIDED FOR EACH OPENING. 12'-0' m 12'-O" M 6'-t %4' 7-1 3/4' 13 I T YN BUILDER i0 CENTER 31h" WIDE BEAM-CAP IQ I �,^ h �' N B OVER 3W' WIDE BEAM UNDER 9 �� I I 17„ N 13 5� POST TO SIT DIRECTLY ON WINDOW HEADER BELOW. ' A'1 4x4 POST ;n aRE I 1 12 09-2-7 rcLLm m Tt, G REFER TO PANEL PAGE "5P" FOR HEADER INFORMATION o ----- ----- ;� 14 M 4x4 POST © ACORN TO SUPPLY 31',x5 LAM POST 0 4' �^ o, - -- - vmi ry+ 9-7-SFG 12 0 4_4_14 _ M I y ; n J, C A BUILDER TO CUT AS REQURIED m A 9-2-SR 13 07 BUILDER TO MODIFY RAFTERS IN THIS AREA TO PREVENT " 9-2-SL m m m 1 d 10 " 9 7 sFG 13 INTERFERENCE WITH HEADER o - - - - H A ® POST TO SIT DIRECTLY ON BEAM BELOW m ^® 14 13 z o Q POST TO SIT DIRECTLY ON ATTIC FLOOR BELOW m' K K " ® � BUILDER TO FRAME FOR FLUE IN FIELD AS REQUIRED � j o 13 73 0o m m Na 2 BU 6x6 M m 9-8-SL N ® m ©1 BUILDER TO CUT RAFTER ® BEAM AS REQUIRED s COSTS 0 t-4-4 oo:c °'®�g 13 r9-2-SR © 1x4 VENT NOTCHES (CUT BY BUILDER) y# "'® ,'9G 'ol 5 9-10-SR 9-10-SL ,9 / ax6 POST ©C1 1\ ` box DECK HOUSEM� 9-12-SR 9-12-SL 10 DRO 14 3- �,,, � 1O,a I INC. N 0 2-3-15 B IM .MIGHT a m.DECK 12'-0' 12'-0' O I 9-12- F6 9-1 T-SB6 2x8 R E RFTR o A H O9-B ssG 13 B o ACORNA DIVISION OF DECK HOUSE, INC °5 2/ axa pOsis 0 9-12-ses 9-t2-ses I E m ACORN® 930 020MAIN STREET, ACTON, MASS. C 01-4-4 - A 13 14 14 13 781 259-9450 . 13 2x12 RF RS 10 9 4-SB7 9-12-SB6 RICHARD do DEBORAH HEFFERNAN -'CSOUTHOLD, NY x4 POST 5 �pEDgq 0 z-z-rD O s ® 2x8 FAKE RFTR m 0 9-13-85 i x ® I D 73 014-0-0 * m 1 _ * - ROOF POST k BM FRAMING PLAN m� - ROOF FRAMING PLAN \'4f °23463 OQ 6 B A B `',FOFNEN� 1/4'=1'-Dm 6 I 6 B I O DATE: 12'-0' . 12'-0' 6'-1° 1/4" I 7'-1 3/4" 03/25/03 - ,PDH/RMH 074%/1111 UR SHIPPING DATE: 24'-0' 14' 0' CUSTOM J00 N0. PAG€ NO. ROOF POST dr BM FRAMING PLAN ROOF FLOOR FRAMING PLAN � 299.8 9 9 p 1 O Q 1 r DECK FRAMING UMER WADE: JOISTS AND HEADERS OF DECK FRAMING SHALL BE PRESSURE TREATED [.25 CCA, KDAT] SOUTHERN YELLOW A B A B PINE NO. 2 W/ A MINIMUM Fb OF 1100 PSI AND E OF 1,400,000 PSI OR EQUIVALENT. 6 6 6 6 - "KANT-SAG' RT-7 FRAMING ANGLE 1 - "KANT-SAG" AC7 FRAMING ANGLE 38'-0" - INDICATES 45 DEGREE JOIST HANGER: "KANT-SAG" SKH28 FOR SINGLE 2x8/2X12 - "KANT-SAG" THF35112 FOR FLOOR TRUSSES 38'-0" UNLESS NOTED OTHERWISE. 7 zxt0 P.T HDR 1A zxto P T. NOR 2x D P.T. HOR — "KANT-SAG" JL-210 FOR SINGLE 2x1G/2x12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® t2-o-o o tz-o-o ® t4-o-o U — "KANT-SAG" JL-2102 FOR DBL 2x10/2xi2 F i i i — "KANT-SAG" J-T HGR FOR TRPL 2x10/2x12 3hx7'h P.T. BM 3/ex7Y4 P.T. BM 3Yez7h P.T DM 2 M ® 15-6-0 ® 14-0-0 ® 8-6-0 2 — "KANT-SAG" JRS FOR SINGLE 2x8 - - - - — "KANT-SAG" JRD FOR DBL. 2x8 3 3 3 3 3 3 i 10 EXTRA P.T. 2x10_ JOISTS SUPPLIED FOR BLOCKING. w I lA x10 .T. 01-- - - -- - - - -- - - - - - ST ® 4-8 8 _ BUILDER TO CUT TO FIT BETWEEN JOISTS. . 2 x10 I.T. DIST 0 5-0 020 EXTRA P.1. 2x10 JOISTS SUPPLIED FOR BLOCKING - 2 TO PROVIDE LATERAL STABILITY OF DECK RAIL POSTS. BUILDER TO CUT AS REQUIRED. i6' 7 30_FOR EXACT LOCATION AND ELEV, OF SONOTUBE FOOTINGS o -1 1 _ " DC _ REFER TO PAGE "1" THIS SET 2 _ ® 14'8x12 STEEL STRAP SHOWN DASHED (ONE SIDE ONLY) x Ne" FOR PANEL PLY Z 3Nx7V2 P T. BM 2 4 13-11-8 I i i i 1 Ad 2x10 P.T, HDR2x10 P . HOR -' O 3 12-0-0 3 13 a 1 012-0-0 s D,3 2 f 3 3 13 i tY 3%x7Y2iP T. BM o® 13-111-8 I x10 .T. 01ST ® 5-8 0 I r io I 7 ' 1A 2x10P.T. HOR r 013-11-8 1 o- a 24'-0" 14'-0" 24'-0" 'sn 14'-0" . 'sa - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - — -- DECK BM FRAMING PLAN DECK FRAMING PUN • a ,��pEDAq� * m 1 d "V\9T 023455 QQ� S•�J \OFNENy g ©COPYRIGHT bar DECK HOUSE INC. mex pma nxy qqt AMM In any rqy riNq Nr n,Yl pgmmgn ql ux myigryt greet. , ACORNA DIVISION OF DECK HOUSE, INC 930 MAIN STREET, ACTON, ACORN® 01720 781MASS.259-9450 RICHARD do DEBORAH HEFFERNAN SOUTHOLD. NY DECK FRAMING PLANS DATE: 03/25/03 - CDH/RMH I! SHIPPING DATE: CUSTOM JOB NO. PAGE NO. # 2998 1 t LAb SINUNAIALK RN1R1 FINISH FLOORING WALL PANEL FINISH FLOORING WALL PANEL WALL PANEL I START OUT Will WALL PANEL 3/4" T&G PLY WALL PANEL � FIELD— ' WHEN BUILDING WITH PANELS IN THE ACORN SYSTEM, IT IS OF THE FIRST IMPORTANCE SUBFLOOR APPLIED 3/4" T&G PLY —FIELD FIELD APPLIED WALL PANEL FIELD FIELD APPLIED SIDING DI START OUT WITH SILLS OR A FLOOR DECK WHICH ARE LEVEL, SQUARE, AND ON SIDING SUBFLOOR APPLIED FLOOR-TRUSS DIMENSION. APPLIED — — — _ SIDING SIDING 24' O.C. MAX. PA1F CLIPS FIELD APPLIED K � SIDING — — — — 2 24• D/C SIDING TO MAKE CERTAIN THE PANELS CAN DE ASSEMBLED ALL DIMENSION, E RECOMMEND 2%12 JOISTS PER PLANS — — — — — — — 2%12 JOISTS BLDR TO FASTEN PLY 2%12 HD TRIPLE 2x12 — —THAT THE FOUNDATION BE HELD UNDERSIZE BY TOL ALL AROUND (SEE PAGE N B THE BLDR TO FASTEN PLY MPAIF, CLIPS MPA1F CLIPS LAPS W/ lOd 2 24' O/C 2X12 HDR 2 24' O/C SILLS BL DECK SHOULD NOT BE HELD IN THIS TOLERANCE. THE PANELS CAN BE NAILS 2 6' ❑/C 2X12 HDR LAPS W/ IOd NAILS 2 6' MPA1F CLIPS ASSEMBLED ON DIMENSION IF THE OUTLINE Of SILLS LI DECK IS SLIGHTLY UNDERSIZE, EN 710/C 2 24' 0/C 1/2' PLY FILLER 1/2" PLYWOOD FILLER 1/2" PLYWOOD FILLER BUT THE HOUSE WILL INEVITABLY GROW IF THEIR OUTLINE IS T00 LARGE, TIME SPENT 2X4 BLOCKING 1 0 0-11-14 X 8 0 1-8-2 X 8' O 1-2-10 X B' ON GETTING STARTED RIGHT WILL BE REPAID MANY TIMES IN THE SUCCESS WITH /2" PLY FILLER MPAiF CLIPS — — ' — WHICH ALL THE PRE-SIZED PARTS WILL GO TOGETHER. BUT CARELESS LEVELING OR 1/2" PLYWOOD FILLER 1/2' PLYWOOD FILLER O 0-11-14 X 8 8 24' CLI Y4" FLASHING ALIGNMENT AT THE START CAN RESULT IN RECURRING PROBLEMS ALL THROUGH THE 0 0-11-14 X 8' +Mexll TRIM ERECTION PROCESS. I ® D-11-14 X B' Y4" FLASHING MPA1F CLIPS 2X_ TOP PLATE 2x3 BL KING ® 24" 0/ FLOOR TRUSS AT 19.2' O.C. MAX. I B 24' 0/C (CONT) 2x3 HDR 2 ONENSIpIS z z WALL PANEL WALL PANEL FLOOR-TRUSS • FLOOR TRUSS AT 24" O.C. MAX. 1x6 T&G SOFFIT +416x16 TRIM 24' D.C. MAX. OUTSIDE DIMENSIONS ARE NORMALLY GIVEN TO THE MODULE LINE, WHICH IN PLAN IS 6P I DBL 2X6 P.T. SILL I +Hex+He TRIM , '2x3 NAILER SUPPLIED IN LF THE EXTERIOR STUD LINE, WITHOUT SHEATHING OR OTHER SIDING INCLUDED. FIN GRADE d 6II_ `� FIN. GRADE 2X_ TOP PLATE BUILDER TO RIP AS REWIRED FOAM SPRAY rJ (CONT,) 2X4'BLOCKING 3%x1044 BM SO THAT TOP OF TRIM ALIGNS ELEVATION DIMENSIONS ARE GIVEN WITH REFERENCE TO A ZERO ELEVATION, WHICH IS WITH TOP OF %x9 TRIM WALL PANEL THE TOP OF THE ENTRY LEVEL EN WITH OR ° ° SILL SEAL e ° +Nexll TRIM AROUND CORNER 2x3 BLOCKING ® 24" 0/C 2X6 STRONGBACK RIPPED TO FIT FIELD APPUED SIDING OUNDATION WALL FOUNDATION WALL IIA6x4Y+ TRIM SOFFIT AS PER SPECS INTERIOR DIMENSIONS ARE NORMALLY GIVEN TO THE CENTERLINES OF INTERIOR @ 6' DIA. ANCHOR BOLT BRIDGING BEYOND RIPPED TO FIT PARTITIONS. °a , ® 6' O/c � , PERPENDICULAR PARALLEL ` FLOOR-TRUSS 'IAex1H6 TRIM OUR DIMENSIONS THEMSELVES ARE EXPRESSED IN A THREE-PART NUMBER SYSTEM, REPRESENTING FEET, INCHES, AND SIXTEENTHS THE DIMENSION 10-8-12, FOR PERPENDICULAR PARALLEL B FLOOR TRUSSES ® RIM: B0 EXT. BEARING OTTOM CHORD BEARING C OVER EXTERIOR BM p FLOOR-TRUSS 0 OVERHANG INSTANCE, REPRESENTS 10 FEET, 8 INCHES, AND 12 SIXTEENTHS, OR 10' BYi'. SILL CONDITION: P SCALE: 'I "=T '-0" �JSCALE: 1 '-0" EXAMPLE 4-0-0 OR 4'-0" A FLOOR TRUSS RIM:BorroM c oRD BEARING MOST ACORN MATERIAL IS SUPPLIED CUT TO EXACT LENGTH, WHICH IS DESIGNATED BY 2X4 P.T. STRONGBACK " USE OF THE THREE-PART DIMENSION SYSTEM, SOME MATERIALS, SUCH AS FOUNDATION WALL PANEL BLOCKING 3/4' T&G PLY SUBFLOOR WALL PANEL WALL PANEL IMPORTANT: SPAN FLOOR TRUSS POST OR PARTITION . SILLS, ARE SUPPLIED AS STOCK LENGTHS FOR FIELD CUT BY BUILDER, AND ARE GIVEN FASTEN TO FNDN WALL PER PLANS FULL FOOTAGE DESIGNATIONS. FIELD APPLIED 3/4" TA6G PLY FIELD APPLIED SIDING BUTT JOINT W/ FULL SHEET FIELD APPLIED MODULE LINE SIDING SUBFLOOR 2X6 STRONGBACK OF T&G PLY. (SEE DETAIL "R/12") /— FOR SIDING FLOOR-TRUSS AT 24" O.C. MAX. DEPTH PER PLANS EXAMPLE: 8-0-0 --- CUT TO EXACT LENGTH FINISH FLOORING 2X4 SHOE 2X12 BLOCKING DBL. P.T. 2x6 SILL FOR 2X4 WALL CUT TO FIT MPAIF CLIPS 8' --- STOCK LENGTH FOR FIELD CUT BY BUILDER 2X4 SHOE _ _ _ _ �— _ 2%6 SHOE I BETWEEN JOISTS E 24' O/C 2X4 WALL — FOR 2X6 WALL NOTE 2X6 SHOE 2X12 HDR BLDR. TO NOTCH J BM DEPTHS SILL AT BEAM FOR 2X6 WALL 2%10 P,T, SILL 4 BLDR TO VERIFY AND ADJUST THE LENGTH OF POSTS FOR ANY VARIATION IN DEPTH OF 1/2" PLYWOOD FILLER NOTE BMS LENGTHS Of POSTS HAVE BEEN CALCULATED FOR: 2X10 P.T. SILL z I z 0 1-8-2 X 8'� TTOPF OUSBE THIO I Y4"'FLASHING LAMINATED BEAMS : `n I 1 TOP OF 2x6 SILL 34b % tOYe = 0-10-6 5 X 11Y+ = 0-11-4 FIN. GRADE IIII FIN. GRGRADE 3Ye % 1344 = 1-1-6 5 X 1344 = 1-1-6 �1 + ixfi T&G SOFFIT 3Ye % 15 = 1-3-0 5 X 161-5 = 1-4-8 FLOOR TRUSS AT 19.2" O.iC. MAX. PRE-INSTALLED H6Xii TRIy 31kx10Yz BM 5 X 191,2 = 1-7-8 10" FOUNDATION WALL -� 10" FOUNDATION WALL FLOOR TRUSSES BLOCKING IN TRUSS ++A6%II TRIM ° " SOLID BEAMS : SPRAY FOAM SEALER RIPPED TO FIT BEAM PER PLANS +W6x4Y4 TRIM / DBL. BM SIMILAR) RIPPED TO FIT \°\I'I/' LOOF CA BON AS 4 % 8 = 0-7-4 4 X 10 = D-9-4 1 2" x 12" ANCHOR BOLTS POSTER COLUMN ; PER PLANS LJ BEAM HANGER METAL CONNECTORS: O PERPENDICULAR (AS PER PLAN) FLOOR-TRUSS -,'A" P.T. SHIM PLATE TYPE & LOCATION AS O2 PARALLEL BY BLDR. L— 'L' STRAP SHOWN ON FRAMING 'T' STRAP PLAN, FOR INSTALLATION FLOOR TRUSSES: BOTTOM CHORD BEARING OVER EXTERIOR BM REFER TO DETAILS SILL CONDITION: � FOUNDATION WALL BUILDER TO APPLY METAL CONNECTORS AS INDICATED, IMMEDIATELY AFTER POSTS & [' FLOOR TRUSS ® RIM: TOP CHORD BEARING G + I BEAM IN POCKET BEAMS ARE ERECTED, AND BEFORE SHEATHING IS APPLIED. G ' 1 SCALE: 1 "=l'-O" SCALE: 3/4'=1'-0" 4 FLOOR AND ROOF FRAMNG UIllf8E111 GRADE : BUILDER TO INSTALL 2x10 JOISTS 0 ATTIC FRAMING TO BE HEM-FIR NO. 2 OR BETTER W/ A The x 3H' x B' PLY SHIMS MODULE LINE BEAM AS PER PLANS MINIMUM "Fb" OF 1075 PSI AND "E" OF 1,300,000 PSI (OR EQUIVALENT) PROVIDED TO ALIO) 3W BEAM MIH 3Ye" WIDTH POST 2x4 CONTINUOUS PLATE 2x12 RAFTERS TO BE HEM-FIR N0, 2 OR BETTER W/ A SRP 1DCATE BEAM ACCORDING (NOT CONTINUOUS - MINIMUM "Fb" OF 980 PSI AND "E" OF 1,300,000 PSI OR EQUIVALENT TO DIMENSIONS ON POST & BEAM OVER BEAM) 12" STEEL STRAP ( ) BUILDER TO INSTALL FRAMING PLAN WALL PANEL T tail" STEEL STRAP He x 313" x 8' PLY SHIMS NOTE: BLDR. TO FASTEN WITH SIEP (SHOWN DOTTED) TO PROVIDED TO ALIGN 343" BEAM (8) 60 COMMON NAILS LAMINATED BEAMS SHALL BE DOUGLAS-FIR NO, 1 WITH A MINIMUM Fb OF 2400 PSI EHIM BEAM ® POST BE INSTALLED IF WITH 344' WIDTH POST. PRE-DRILLED BEAM MTH (1) SHIM EACH SIDE BEAM BREAKS OVER BEAM PER PLANS PER PLANS PRE-DRILLED BEA AND E OF 1,800,000 PSI (OR EQUIVALENT) 24F-V8 OF BEAM (SHOWN HERE OR SRP 1.LOCATE POST & BEAM ACCORDING LLLL,,,,,,,,,,,,IIII • LALLY COLUMN i0 DIMENSIONS ON POST & BEAM (END CONDITION OR BEAM MAY PER PLANS (2) SHIMS ON ONE SIDE. BEAM PER PLANS FRAMING PLAN CONTINUE, PER PLANS) I INOIE . 3%X61-4 TOP PLATE: (2) 1/2" X 12" LAG SCREWS tt TALLY PLATE LOCATION: STEP ZSHIM BEAM 0 POST 9 DIMENSION OF BEAM (2) 1/2' X 12" LAG SCREWS TOP OF BM i0 BE CENTER UNDER BEAM PER W/ WASHERS FOR 104k, 12 & 13Th BMS I III 5 MTHM : \ (FLUSH MIH TOP OF 9 DIMENSION ON PLAN OR MTB (1) IM EACH RE) OR FACE DIMENSION R BEAM W/ WASHERS FOR lOYz, 12 & 13th BMS OF BEAM SHOWN HERE OR PER POST & BEAM FRAMING PLAN 2x- CONTINUOUS A GN W EDGE OF BEAM rE.� (2) 1/2" X 18" LAG SCREWS FOR ROOF SHEATHING ACORN SUPPLIES 4X8 SHEETS 5/8" COX PLY. BUILDER TO CUT TO \ PLATE PER FATE DIMENSION (2) SHINS ON ONE SIDE. V W/ WASHERS FOR 164h BMS (2) 1/2" X 18" LAG SCREWS FIT AS NEEDED. REFER TO CONSTRUCTION LIST FOR QUANTITY. ON PLAN CCV��I W/ WASHERS FOR 16Nt BMS H-CLIPS SUPPLIED FOR PLY BREAKS. 9 DIMENSION OF BEAM NOTE: BLDR TO FASTEN [ALIGN OST PER PLANS u u FOR FLOOR SHEATHING ACORN SUPPLIES 1-4" T&G 4x8 ,SHEETS OF PLY. BUILDER TO CUT TO OR FACE DIMENSION OF BEAM TO BEAM WITH (4) 16D NAILS ENTER UNDER BEAM PER PRE-DRILLED POST FIT AS NEEDED. REFER TO CONSTRUCTION LIST FOR QUANTITY. PER POST & BEAM FRAMING PLAN DIMENSION ON PLAN Olt PER PLANS PRE-DRILLED POST U U I TALLY COLUMN (CUT TO W/EDGE OF BEAM PER PLANS 4x4 POST OR PER PLANS ER FACEDIMENSION(( LENGTH BY BLDR.) ELEVATION(DBL. BM. SIMILAR) PIANELSLARE BDNC EECiFD) " " N PLAN "A`W 3-1/2 DIA. LALLY COLUMN 3-1/2 WIDE POST ELEVATION A. JOISTS AND RAFTERS 3-1/2" WIDE POST UNDER 'WALL PANEL W 3-1 /8" X 6-1/4" LALLY CAP UNDEER 3-1 8" WIDE BEAM nPOST/BEAM CONNECTOR cTT TO BEARING..................... . ........ .. ................16D TOENAILS EA. SIDE K 3—IZ8" WIDE BEAM IN WALL PANEL � M w SCALE: lY2"=1'-O" P�/BEAM CONNECTOR DOUBLE JOIST...MIN,.... ......BEARING .............. ...i6D D 0 C STAGGERED SCALE: 1-1=1'-0" • SCALE: tYz =1'-0" LAP JOISTS 6" MIN. AT BEARING...................5-16D / SCALE: Yi"=1'-0" SCALE: Yi"=1'-0" JOIST TO STUDS, 8" DEPTH OR LESS... .. .....3-16D, FOR EA. ADDIT. 4" 1-16D B. BLOCKING AND PLATES ' - SOLID BLOCKING TO BEARING............... . ... ..2-81) TOENAILS EA. SIDE rrMAIM THE MM SI IRU D ff4 aE TIE BUTTED JOISTS EAEDAR�9 SOLID BLOCKING TO RAFTER OR JOIST. .........2-8D TOENAILS EA. SIDE, EACH END W/AML 9EEF OF PLYl,b .CFHEIy��� BLOCKING BETWEEN STUDS_.... ..... ..........2-10D TOENAILS EA, END OR PLYWOOD 15 MER AYMBR BLADE, BE SME TO RACE ' C. STUDS AND PLATES 2-16D END-NAILS EA. END R1Ni® &SALOED 9DE UP, GROOVED EDGE Ir ©C0 GHT �T DECK HOUSE INC. BOTTOM PLATE TO JOIST OR BLKG...................16D ® 16" O/C :V • m 1 Tem , m �.D I ro H STUDS TO BEARING.............. .......... ....................2-BD TOENAILS EA. SIDE OR u.."+m pw.,lv,o,i m N.xoP,°4y16 nmer. A CHA MULTIPLE STUDS............... .. . .. .......................i6D ® 12" STAGGERED LINE ':yrF O23a53 ,10Q/,�� ACORNA DIVISION OF DECK HOUSE, INC LOWER TOP PLATE TO TOP OF STUDS...............2-i6D END-NAILS 0 -L7 930 MAIN STREET, ACTON, MASS. UPPER TOP PLATE TO LOWER TOP PLATE.......,.16D 0 12" O/C ACORN® 01720 701 259-9450 LAP TOP PLATES AT INTERSECTIONS..................3-16D RICHARD dD DEBORAH HEFFERNAN D. HDRS TO STUDS 7, ATTACH STRONGBACK VERTICAL NAILER BLOCK BRIDGING TO VERT, SOUTHOLD, NY 1" RIBBON...................................2-80 EA. STUD MODULE LINE Y' USE 2.4 AS SHOWN NAILER S W/ THREE LOG 2%6 STRONGBACK 2" RIBBON....... ... . .. .1.1 ...... ......2-16D EA. STUD Op STARTING EDGE NAILS (TYPICAL) E. BUILT–UP WOOD BEAMS 10" FNDN WALL SPAN FLOOR PLY ACROSS OF FLOOR 10" OR LESS IN DEPTH-NAIL TOGETHER WITH 16D ® 12" STAGGERED. 1-2" TOLERANCE = 2x10 P.T. SILL ALL BUTTED JOIST LINES CHASE MORE THAN 10"-USE Ye" BOLTS ® 24" O/C STAGGERED. POTIFBB FO1 MMM IM OPENING FLOOR FRAMING DETAILS MR F. TYPICAL NAILING 1. WIPE MUD, STANDING WATER, ICE, ETC, OFF FRAMING, UNLESS OTHERWISE NOTED NAIL AS FOLLOWS; 2x6 smoNGBn N INSTANCES VERT. 1" MATERIAL. ... ..... .... . . ....................2-8D EA. CONTACT 2. SNAP CHAIR LINE ACROSS JOISTS AT 2' (OR 4') IN BRIDGING – 1/8' P WEBS T THE SIDE OF CHASE 2-2X4 SPLICE BY BLDR FROM STARLING EDGE OF FLOOR AS A WIDE FIXt PLACING TO UNDERSIAS EACH DE OPENIN MAY BE USED ASLI (W2 SPF OR BETTER) fi' DUCTWORK "=1+-0" OR AS NOTED 2" MATERIAL..... . . ...... ................ .... . .2-16D EA. CONTACT GROOVED EDGES OF FIRST ROW OF PLYWOOD. MEASURE NOTES- OF TOP CHORD. NNLERS OR STRONGBACK 3' MATERIAL.,........................................2-30D EA, CONTACT FROM WHERE JOISTS BREAK OVER BEAM i0 SEE IFA 2' WIDE ♦ 2x6 STRONGBACK BRIDGING, LOCATED AS SHOWN ON FRAMING PLA BRIDGING SPLICE IS INSTALLED DATE: PIECE IS NEEDED TO START • INSTALL 2X4 NAILER BLOCK & 2%6 AS JOISTS ARE BEING ERECTED G. PLYWOOD SHEATHING EDGE NAILING INTERMEDIATE NAILING Y+" PUTTING DOWN GROOVED PIECE FIRST, THEN SLIDING TONGUED PIECE & BEFORE SHEATHING IS APPLIED. ' Ye" ROOF OR PANEL PLY 6D ® 6" O/C 6D ® 12" 0/C INTO IT, WORKS MUCH BETTER THAN OIHER WAY AROUND • STRONGBACKS TO BE CONTINUOUS FROM SIDEWALL TO SMEWALL. ALTERNATE: 44" FLOOR PLY 6D RING ® 6" O/C 6D RING 0 10" 0/C . FASTEN STRONGBACK TO 2X4 BLOCK NAILED SECURELY TO RIM JOIST. SPLICED STRONGBACK O DUCTWORK 03/25/03 - CDH/TMH Y�" FLOOR PLY 6D RING ® 6" O/C 8D RING ® 10" 0/C u 1 APPLY CLUE IN BEAD ABOUT W' DIA ALONG JOISTS AND HEADERS. IF SPLICING IS NECESSARY, USE 4'-0" LONG SCAB CENTERED OVER SPLICE , ., BEAM LOCATION APPLY TWO BEADS TO FRAMING WHERE TWO SHEETS OF PLYWOOD MEET. & JOIN W/12 100 NAILS EQUALLY SPACED. NOTES; Q7 9 H. SIDING & DECKING d PER PLANS A THIN BEAD OF GLUE IN GROOVES WILL EASE AIDING PIECES TOGETHER SHIPPING GATE: CLAPBOARDS ................ 6D STAINLESS SIDING ® 16" O/C AND INCREASE STRENGTH OF FLOOR APPRECIABLY, " THIS DETAIL MAY BE USED TO ALLOW CLEARANCE FOR UP TO SHINGLES. . ...........•....... SD BOX (2) PER SHINGLE I V 1/6'� L 6" DEEP CES `\\Ill _ III P.T. SHIM A DROP PLYWOOD ONTO GLUE BEADS -- CRTXO AIDING IT ACROSS JOISTS. + LOCATE SPLICES NO CLOSER THAN 10' D.G. CUSTOM DECKING......................... BD FIN GALV. 2 DIRECT ® 16' 0/C TYPICAL: . REMAINING 2%6 STRONGBACK TO EITHER 510E OF SPLICE MUST BY BLDR. S SPREAD CLUE ONLY AS FAR AHEAD AS CREW CAN PUT DOWN PLYWOOD AND COMPLETELY NAIL IT OFF BEFORE GLUE SKIMS OVER (ABOUT T4 HR.). BE ATTACHED TO A MINIMUM OF 3 JOISTS, J GENERAL FOUNDATION WALL SPACE 6D RING NAILS 6' 0/C AT EDGES &10"O/C O INTERMEDIATE JOISTS, STRONGBACK FASTENED TO VERTICAL NAILER TO PREVENT POTENTIAL SQUEAKS IN THE FLOOR SYSTEM ALL 1. ALL NAILS SHALL DE COMMON WIRE NAILS UNLESS NOTED OTHERWISE & SPACE PLYWOOD SHEETS Mi APART AT ENDS 70 ALLOW FOR EXPANSION. METAL DUCTWORK SHOULD BE ISOLATED FROM METAL WEBS 2. PRE-BORE WHERE NAILS TEND TO SPLIT (LIN T&G EDGES ARE MILLED TO SPACE AUTOMATICALLY IF NOT DRIVEN TOO HARD. BY ADEQUATE FOAM PADS OR HANGERS TO JOB NO. -+ PAGE NO. 3. UNLESS OIHERMSE NOTED IN DETAILS, NAILING SHALL BE NO LESS THAN SHOWN TOP CHORD BEARING ` MAINTAIN SEPARATION' 7. IN EXTREME COLD NEEP GLUE ABOVE FREEZING FOR EASY FLOW. FLOOR TRUSS BRIDGING & BRACING DETAILS ,�( ABOVE. BEAM IN POCKET GLUED mFrcuE-AND—GROOVE SUBF10oR # 29981 12 4 SNOT 4PECIF ED LING SCHEDULE SUPPLIER W/ NAIL KIT FOR ANY CONDITIONS _ I� C / � � Q 1 I 45' ROOF SHEATHING 2x8 BLOCKING 0 24" 0/C iY" ROOF SHEATHING WTH LYcups O ® OCK LE CUT FROM WITH H-cups p ' PLY BREAKS STOCK LENGTHS PLY BREAKS 12" MODULE LINE - 12^ ACORN VENT SPACER 12' SHINGLES � K" ROOF SHEATHING MODULE LINE _ FOR ROOFING & DRIP EDGE ACORN VENT FOR ROOFING & DRIP EDGE ACORN VENT WITH H-CLIPS 0 2X12 RAFTERS ® 24" O/C SHINGLES BY BLDR, - -SEE e SPACER -SEEe SPACER PLY BREAKS 2x1O BLOCKING ---- 14 DRIP EDGE ROOF SHEATHING 2x10 BLOCKING METAL ROOFING & DRIP EDGE 12" 2'-0' //� ROOF SHEATHING CUT VENT SPACER & INSTALL / '16X246 TRIM-/' CUT VENT SPACER & INSTALL / SEE 3/4" TM PLY 116%246.TRIM TO DIRECT AIR FLOW 2%12 RAFTERS TO DIRECT NR FLOW 2X12 RAFTERS H SOBFLOOR O 24" 0/C 'N.%2% TRIM 3 •• RT-7 TE '16X9 RAKE BOARD 2x12 RAFTER 'N.0$ TRIM RTO TIE O/c 2X12CUT TO Of KBY BLDR ING PER PLANS �� 2x12 RAFTER 'W%9 TRIM (ONE PER RAFTER) 'N.x9 TRIM (ONE PER RAFTER) 2X10 BLOCKING '16x9 RAKE BOARD CUT TO FIT BY BLDR _ 2x3 BLOCKING 2.3 2.3 BLOCKING�� 2X3 BLOCKING 0 0-70-0 r 2.8 HDR 2xB HDR a NAILED TO RAFTER SIDES EAVE VENT SCREEN 2/2x8 RAKE RAFTERS EAVE VENT SCREEN RT-] TIE (NAIL SHORT LEG INTO / (ONE PER RAFTER) 2x4 NAILER ® 2x4 WALL FACE OF RAFTERS IMPORTANT ALIGN THIS (NAIL SHORT LEG INTO IMPORTANT: ALIGN THIS 1X3 STRAPPING ® i6' 0 C 2/2x8 RAKE SPACERS 2x6 NAILER ® 2x6 WALL POINT OF RAFTER VA1H FACE OF RAFTERS POINT OF RAFTER WITH BLDR TO LOCALE CONTINUOUS STRIP DIMENSION SHOWN SOFFIT PER SPECS 2x4 NAILER ® 2x4 WALL INSIDE EDGE OF WALL PANEL 'N.xtN TRIM � � — DIRECTLY UNDER BLOCKING 2x6 NAILER ® 2x6 WALL 'Nat$ TRIM EAVE CONDITION TY�ICAL 2x4 WALL PANEL 3/4" VENT SPACE 3/4' VENT SPACE SEEMA 2x_ PER PLAN 1 SOFFIT PER SPECS 2.6 TOP PLATE '16X'16 TRIM WALL PANEL SOFFIT PER SPECS 2X4 TOP PLATE X13 BY BLUR�IM (CONT) NOTE (CONT) IMPORTANT: ALIGN THIS SOFFIT PER SPECS POINT OF RAFTER WITH 5/4%9 TRIM 1 WALL PANEL NO CONTINUOUS 2x- PLATE 5/4%9 TRIM WALL PANEL 5 4 1 INSIDE EDGE OF WALL PANEL FIELD APPLE (RIPPED TO FIT) J FIELD APPLIED RIPPED TO FIT / x9 TRIM SIDING BY BLDR 145" FLASHING SIDING OVER GABLE WALL PANELS 5FWNDOWMOOR ( ) (RIPPED TO FIT) 2X4 CONTINUOUS TOP PLATE � / 145' FLASHING J w 5/4%345 BEVELED / p a TRIM MODULE LINE 4%345 BEVELED / WALL PANEL p WINDOW/DOOR PER PLANS ¢ TRIM MODULE LINE 3 FIELD APPLIED SIDING MODULE LINE MODULE LINE z PER PLANS MODULE LINE 1 NOTE' 3 NO CONTINUOUS 2x4 PLATE H OVERHANG EAVE W/ FLAT SOFFIT n 19 RAKE OVERHANG OVERHANG EAVE W/ FLAT SOFFIT D �SCALE ® EAVE: RAKE OVER GABLE WALL PANELS SCALE 1"=1'-0" D SCALE: 1"=1'-0" 1d SCALE: 1"=1'-0" "=1 '-O" SCALE 11/2"=1 '-0" RIDGE LINE 1" GAP TO EACH SIDE OF RIDGE CAP SHINGLES 4'6"x16" STEEL STRAP ® EACH RAFTER RIDGE LINE 1" GAP TO EACH 2X12 RAFTERS SIDE OF RIDGE 6" MADE INSECT / RIDGE VENT- SEEKST-216 STEEL STRAP ® 24" O/C DIM PER PLANS SCREENING - K/14 CAP SHINGLES i'6" ROOF SHEATHING FI EACH SIDE OF RAFTER SEE VENT FILL ALL HOLES W1 lODxl%2 NAILS SEE - K/14 ROOF SHINGLES � W/ "H" CLIPS 1x12 TRIM 7" FRAMING 2%12 RIDGE BOARD ANGLE (TWO 6" WIDE INSECT SCREENING PER RAFTER 46" ROOF SHEATHING 2X12 RAFTERS FLUORESCENT v." / W/ "H' CLIPS ® 24" O/C LIGHT FIXTURE ROOF SHINGLES BY BUILDER STEEL � . 9'e" SHEATHING —� DBL 2x4 COLLAR 5x16Vz BM 7" FRAMING 2%12 RAFTERS STEEL STRAP ® 24" 0/C FASTEN TO ONE PRE-CUT NOTCHES FOR TIE ANGLE (ONE SIDE OF RAFTER W/ ACORN VENT SPACER VENTING PER RAFTER) (8) 6D COMMON NAILS 1x4 TRIM 77/6" (RIP TO FIT) ACORN VENT SPACER z RT-3 TIE (ONE PER RAFTER) 2X12 BLOCKING INSTALLED BETWEEN NOS: RAFTER PER PLAN w w 18" VAPOR BARRIER RAFTERS HEIGHT PER PLAN NOTE: = O SEE C/14 3Sbx__ BM W/ 3'/i' BM CAP HOLD RIDGE BOARD BUILDER TO CUT COLLAR TIE SHIPPED LOOSE 16 9/1 TO PROJECTED BOTTOM OF 5x16112 BM IN ROOF RIDGE WITH BEAM RAFTER TO ALLOW AIR 2x12 RAFTERS BOARD/ BEAM UNDERSIDE OF RAFTER VALLEY BOARD BEAM SCALE: 1"=1'-O" PER PLAN. ALIGN BOTTOM COLLAR TIES �H DBL. SINGLE FLOW AT TOP SCALE: � "=1 '-O" OF RAFTERS NTH BOTTOM ((>LLIGHTEID! RIDGE (o,/ VALLEY EDGE OF VALLEY BOARD/BEAM CALE: , "= ,��pE6 Agcy �5 sr�ew ti 12" wm rj, ROOFING RIDGE LINE 1" GAP TO EACH ' -o I . '16"x246" TRIM ROOF SHEATHING —� SIDE OF RIDGE '', '16"x9" TRIM CAP SHINGLES \SOF NEW 2x8 RAKE SPACERS TT SocE VENT ©CAPYRIGKr bb DECK HOU$F. INC. 2x8 BLOCKING ® 24" O/C 2%12 RAFTERS � Tmx - moy nM u..a m as..x .x 6" WIDE INSECT \\\ IN xmlm pmx� m u. mW,ym .,,,,., SOFFIT PER SPECS (NOT SHOWNNON PAN O/C SCREENING ib" ROOF SHEATHING ACORN A DIVISION OF DECK HOUSE, INC CEDAR SHINGLES SHIPPED AS LINEAL FOOTAGE) ROOF SHINGLES � � ���11 W/ 'H' CLIPS 930 MAIN STREET, ACTON, MASS, IRS 2x6 WALL PANEL W/O PLY BUILDER TO NOTCH BLOCKING Y ACORN® 01720 781 259-9450 / AROUND 2X6 NAILER �, 7" FRAMING ANGLE BLDR TO FASTEN TO WALL ONE PER RAFTER RICHARD & DEBORAH HEFFERNAN Sh" LOOSE PLY SHEATHING 2X6 NAILER 2X1® RAFTERS O/C SOUTHOLD, NY ' "KANT-SAG" AC7 ANLL 2%6 BLOCKING, CUT BY BUILDER x (ONE PER PANEL AC7 FRAMING ANGLE, (2) PER ACCENT PANEL r SHIM SPACE BUILDEa zxfi WALL PANEL ROOF FRAMING DETAILS (2) ROWS OF 1X3 STRAPPING 18" VAPOR BARRIER ACORN VENT SPACER 1x6 T&G SOFFIT SM PER PLANS SCALE AS NOTED CEDAR SHINGLES DATE: RAKE @ ACCENT PANELS M RIDGE W/ BM Q_ SCALE: 1"=1'-O" 5 • • ' SCALE: 3/4"=1 '-0" 03/25/03 — CDH/RMH 07122103 MR SHIPPING DATE: CUSTOM JOB NO. PAGE N0. # 2998 13 BUILDING WRAP LAP OVER FLASHING - SIDING PER SPEC B" ROLL (LASHING \�7I ROOFING \ SHINGLES • • \ / \ IMnI \ I I 18" POLY SHIELD Y Y / IN PLACE BEFORE CEILING FRAMING ANGLLEE A ' tVWV I VAPOR BARRIER IS INSTALLED F (ONE PER RAFTER OR PER PLAN) I ielz, / BEFORE YOU BEGIN PLACING RAFTERS 2x10 HEADER INSTALL THE 18" WIDE POLYETHYLENE VAPOR BARRIER VENTLESS , SHED i SUPPLIED BY ACORN OVER ALL BEAMS AND PARTITIONS B REWIRED FOR ROOFS THAT ARE 6' OR LESS HORIZONTAL DIM. FROM EAVE TO SHED. ROOF POLY, SCALE: -Y4•'=1 —O VALLEY BD /BM. CONSTRUCTION SEQUENCE BLDR. TO LOCATE (CRICKET VALLEY VALLEY LINE & CUT SIMILAR) NOTCHES BEFORE PRE NOTCHED STEP �; SHEATHING LOWER ROOF VALLEY RAFTERS LOWER ROOF BLDR, C INCREASE 4" NOTCH LENGTH — STEP 1. 36" WIDE ICE & WATER TO 12" LONG SHIELD, 18" ON ROOF CENTERLINE 1" SHEATHING GAP TO EACH PLY, 18" UP WALL 2X8 RAKE RAFTERS —� SIDE OF RIDGE HIGH SIDE NOTCH) x12 RAFTERS SEP y ROOFING UNDERLAYMENT 1" x 12' ® 24' O/C (BLDR. TO CUT RIDGE ROOF VENT 2 / OVER ICE & WATER SHIELDACORN VENT ROOF SHEATHING — / 2X8 RAKE STEP & 6x8 STEP FLASHING / RAFTER CAP SHINGLES SPACER INTERWOVEN W/SHINGLES DBL. 2X8 RAKE SPACERS 6" WIDE SCREENING STEP 4. B" ROLL FLASHING . r-- SDEL. 2X8 PACERS RAKE �� / BLACK SILICON BLACK SILICON ✓ CAULKING OVER STEP FLASHING CAULKING STEP L HOUSE WRAP \ I ROOF SHEATHING A, OVER FLASHING LOW SIDEN 4 1ROOFING STEP L SIDING ISOMETRIC DI"RAM ROOF SHINGLES 2x12 RAFTERS 6" " UNDERLAYMENT FELT AIR FLOW VALLEY NOTCH( / \� STEP 2; LINE UPPER ROOF VALLEY CRICKET VALLEY LINE ICE & WATER SHIELD ® EAVE LINE CAP SHINGLES 2X12 VALLEY METAL DRIP EDGE ASSEMBJI LY SEQUENCE PLATE �/ TYPICAL RAKE TRIM USE CAP GLES 1. HOLD ROOF SHEATHING SHORT 6" WIDE _ ASPHALT SHINGLES FOR STARTER NCOURSE 1" TO EACH SIDE OF RIDGE SCREENING (TO BE INSTALLED PER TYPICAL SAVE TRIM TO LEAVE GAP FOR VENT MANUFACTURERS INSTALLATION AIR PASSAGE BLDR. TO CUT INSTRUCTIONS) ISOMETRIC EXTERIDR MEW NOTCHES BEFORE ICE & WATER SHIELD 2. APPLY ROOFING TO TOP OF SHEATHING UPPER ON WALL PLY RAKE/EAVE TRIM 0 OVERHANGS , SHEATHING. DO NOT COVER GAP ROOF FLASHING IC ROOFING SCALE: NTS 3. APPLY 6" WIDE SCREENING ALONG SCALE; NTS 4 RIDGE i0 COVER GAP. I:\N\MIKE\NEWDETAILS 5. NAIL ROOFING SHINGLES ON TOP OF RIDGELINE VENT WITH 2" ROOF NAILS ' CRICKET VALLEY FRAMING DO NOT USE ROOFING CEMENT GAP IN SHEATHING 1 WITH RIDGE VENT. ' V SCALE: N.T.S. e 4. APPLY BEAD OF BLACK SILICON CAULKING ALONG EDGE OF RIDGE VENT & ROOFING SHINGLES TO PREVENT BLOWN IN. 91 V RIDGE VENTING BLDR. TO CUT NOTCHES 5 ©COPYRIGHT DECK HOUSES INC. BEFORE SHEATHING ROOF 4" y, 1" F ��fP��W.Tryo B o m.: ays mor awl �a m am t ..uw Ik vitlm pemiifaon el ik mQyn9a wrm. 13 op�� �, * m 1 2 * ACORINA DIVISION F DECK HOUSE, INC 930 6 ��J�PO Pit \ NT 023963 Q� ACORN® 01720 781 259-9450 Ga 9r�OF NENyO RICHARD Ic DEBORAH HEFFERNAN (OPTIONAL SHAFT ( �� SOUTHOLD, NY DBL. 202 HDR. V WALL PANELS / — CORNER BD TRIM ROOF FRAMING DETAILS FRAMED OPENING METAL LOW SHED RAFTER DBL, 2x12 HDR. RIDGE CAP (2) RAKE SPACERS1"=1'-0" OR AS NOTED BLDR TO CUT FROM TYP. LOW SHED DATE: SCRAP �Wax16Ys CEDAR 1 iRIM TO FASTEN OVER FIELD APPLIED 5/4' CIXiNER BOS s1 SIDING A. SKYLIGHT FRAMED OPENING A IRAKE PLANS XM TO FIT A X RIP03/25/03 — CDH/RMH VELUX ROUGH OPENING PITCH 'X' IMsx__ TRIM Q7/251/I33 MR EAVE : RAKE TRIM O CORNER PER PLANS SECTION A—A swPPwc DATE: SCALE: FS-308 30Yh" x 55W' 9/12 1-1-8 CUSTOM SCALE: 1"=1'—O" FRAMED OPENING IN ROOF V RAKE TRIM ® GABLE W/ OPPOSED SHED JOB NO. PACE No. SCALE: -Y4"=1'—O' SCALE: Y4-=1 '— # 2998 14 NOTE: THE BUILDER IS TO PROVIDE (STORED ON SITE) O = WINDOW WITH MINIMUM NET CLEAR Op ENING WOOD STRUCTURAL PANELS LABELED & PRE—CUT OF 5.7 SQUARE FT (24"Hx20"W MIN j t TO FIT OVER ALL GLAZED OPENINGS. = WINDOW WITH TEMPERED GLASS PANELS TO HAVE A MIN. THICKNESS OF 7/16"& A a MAX. SPAN OF 8'. ATTACHMENTS SHOULD BE PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 OF THE BUILDING CODE OF NEW YORK STATE. i. THESE PANELS W/O PLY BLDR. TO N a SHEATHE w/LoosE PLY PROVIDED B ALL OF THE WINDOWS & DOORS IN THIS HOUSE 2'-0" 2'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'-0" 2'-0" a n 9O ~ w I 13 HAVE A DP RATING OF 35 OR ABOVE, FOR PANEL INSTALLATION INSTRUCTIONS 217 218 REFER TO DETAIL BOOK SECTION "E" LINE OF ACCENT PANELS -308 J o �_ sgQHDR Ms51_ L - (SHOWN DASHED) w =ss.2g 14 SEE ELEV. "B" THIS PAGE I w L FOR PANEL LAYOUT a , ;; _ _ TOP PLATE 248 249 _e „ „ w BRACED WALL PANEL SCHEDULE 0 4h PLY FILLER ® 0-11-14 x a' 13 304 N305 L 4xlo_HDR LD925�O 6_D-DI I u n ALL WALL PANELS TO HAVE "ON-EDGE" O BUILDER TO REMOVE PANEL PLY IN THIS LOCATION 13 "�-------"y' L " x " TO ADMIT BEAM INTO PANEL. i 1, u s , 11 BLOCKING AT PLY BREAKS 0 1, s��` 4,_0" I, -- _ " 4'-0" I ®FIELD FRAME: ACORN TO SUPPLY V2" PLY & STOCK LENGTH 2x4'S. ' 11 " 1I 1 BRACED WALL PANELS PER 2308.9.3.1.1. O l�i O O BLDR TO CUT & FRAME AREA AS REQUIRED. i z a� o ? "2 v , „ o 1 u n 1 I °i NAILING SHALL BE Bd NAILS 6" O/C AT EDGES 0 i m ii ;I z �� 214 i; ® ii 216 i n L N o L 201 202 203 g ii 205 2D� 20 & 12" 0/C FIELD. 14 302 \ v ^ Q N o N 14 O % O O II II /\ /,, `�O B 05 CUSTOM PELLA ARCH-TOP FG ���%%% O BRACED WALL PANELS PER 2308.9.3.1.2 `° ~ o `� 4'-0"� 2'-0" 3'-0" a 204 6'-0" a 3'-0" 2'-0" '-0" D 14 V2" PLY SHEATHING ON BOTH SIDES OF WALL (OAREAWAY W DRAIN, BY BUILDER: ` UPPER LEVEL 301 `n < N 308 ' '� ' _ UPPER LEVEL ( O / �. Z 13 3 PANEL - APPLIED BY BUILDER IN FIELD) BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR NAILING SHALL BE 8d NAILS 6" 0/C AT EDGES AS REQUIRED PER OWNER. Ig & 12" 0/C FIELD ® 2 2 �7 " PLY FILLER ® 1-8-2 x B' 12 ALL REMAINING WALLS BRACED PER 2308.9.3 9� POST TO SIT DIRECTLY ON WINDOW HEADER BELOW. 3 1 r ALL REMAINING WALL PANELS TO BE STAPLED �� I.^ " E3 x^ E3 m ©SIMPSON STRONG-TIE STHD14RJ HOLDOWN TO BE 107 �e E3 W/ 1-Y4 16 GAUGE STAPLES - 4" 0/C AT SUPPLIED, DETAILED & INSTALLED BY BLDR. ®O 1 4' tO13/4� 2 02' 1 7/8' , �,� 0" O 6' \IJ/2„ 4 0" 1 EDGES & 8" 0/C FIELD © KANT-SAG MSTC40 STRAP TO BE SUPPLIED 4'-0„ 4-0„ S' 101 102 103 105 ® L=11LITA 108 110 111 112 w ENTRY LEVEL I BY ACORN; DETAILED & INSTALLED BY BLDR. ®SIMPSON STRONG-TIE STHD14RJ HOLDOWN TO BE SUPPLIED, DETAILED & INSTALLED BY BLOB, ONE i EACH END OF WALL PANEL. 2 2 I L-----------1 I I LOWER LEVEL - - - - - - - - - - - - - - - - - = - - - - - - - - - - - 5 FRONT ELEVATION , I C D C TIOP PLATE NJ 3 3 13 1/xoV 1C3 I BM w , oaq�y E ,,THEW C TOP PLATE 13 TOP PLATE 220 O 14 C UPPER LEVEL II UPPER LEVEL ,, 3 N 1 O O O 13 TOP PLATE I 1 10 1 4'-0" 4'-0" OR 46S _ _ _ _ OB 9 0 221 2 2 223 224 225 226 228 _ _ _ _ _ 211 212 213 F Nr." 1 7 i O O 7 L I L I j , ©COPYRIGHT' b� DECK HOUJ�SEx INC. C _ C 14 3 2 I H I I ACORN A DIVISIONI OF DECK HOUSE, INC 2 1 ELEV " C7 f 930 MAIN STREET, ACTON, MASS. 12 12 YI 12 I IIm ACORN® 01720 78 259-9450 �> » 3.-0.1 3 <� a^ m RICHARD do DEBORAH HEFFERNAN E3 ELEV A 2 v I SOUTHOLD. NY ' O O 3 O O O O E3 O O , ENTRY LEVEL ENTRY LEVEL 114 115 116 117 118 119 123 124 125 126 126 0 0 127 FRONT & RIGHT PANEL ELEVATIONS Z• BASEMENT VENT SASH Z BASEMENT VENT SASH DATE: O& AREAWAY (IF REQ'D.) & AREAWAY (IF REQ'D ) 6 PER OWNER, BY BLDR., © PER OWNER, BY BLDR., ` ® THIS LOC. ® THIS LOC. (ALIGN W/ WNDW. ABOVE) 03/25/03 - CDH/RMH ' LOWER LEVEL I I SHIPPING DATE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CUSTOM RIGHT ELEVATION JOB N0 PAGE N0. # 2998 4P -i I NO% THE BUILDER IS TO PROVIDE (STORED ON SITE) EO = WINDOW WITH MINIMUM NET CLEAR OPENING WOOD STRUCTURAL PANELS LABELED & PRE-CUT OF 5.7 SQUARE FT (24"H%20"W MIN.) TO FIT OVER ALL GLAZED OPENINGS. © _ WINDOW WITH TEMPERED GLASS © PANELS TO HAVE A MIN. THICKNESS OF 7/16"& A NO CONT, PLATEN MAX. SPAN OF 8'. ATTACHMENTS SHOULD BE FOR PANEL INSTALLATION INSTRUCTIONS o PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 REFER TO DETAIL BOOK SECTION "E" B BETWEEN PANELS < OF THE BUILDING CODE OF NEW YORK STATE. 13 232 233 L w a ALL OF THE WINDOWS & DOORS IN THIS HOUSE e235236 — _ _ _ = 14 g e a ` HAVE A DP RATING OF 35 OR ABOVE. > 0 3 �= ITOP PLATE--- OYz" PLY FILLER ® 0-11-14 x 8' - � 2O BUILDER TO REMOVE PANEL PLY IN THIS LOCATION ---------- 1TO ADMIT BEAM INTO PANEL. WA PA i I 3 ACORN TO SUPPLY WALL PANEL WITH ROUGH OPENING. 229 \ / O 231 I I 1 BUILDER TO INSTALL 6' SLIDING FRENCH DOOR. t /q8._0„ S-1 3/41 L BRACED WALL PALOOSE DOOR # 150 SUPPLIED ' 230 2 I 14 `" ALL WALL PANELS TO HAVE "ON—EDGE"UPPER LEVEL O I I ® AREAWAY W/ DRAIN, BY BUILDER: I I BLOCKING AT PLY BREAKS BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR 6 O 6 132 I AS REQUIRED PER OWNER & PER SITE CONDITIONS. I O BRACED WALL PANELS PER 2308.9.3.1.1. 5 CRICKET BY BLDR. I I i NAILING SHALL BE Bd NAILS 6" 0/C AT EDGES O ' 1 & 12" O/C FIELD. E L E V " D77 12 2 I I 6 I m E3 ©WOOD SURROUND: \ 2 ' 1 1 i O ACORN TO SUPPLY Vt" PLY, & STOCK LENGTH 2x4'S, o -7 „ i 1'-11 3/4' I I1' it 3 ,4 ' 2 BRACED WALL PANELS PER 2308.9,3.1.2 3' 0 3 4' 3'-7 1 2' 9 /4 3 I 2 '8 /4,, I BLDR TO CUT & FRAME WOOD w w o I / 6' 6" 4'-0" (Yt" PLY SHEATHING ON BOTH SIDES OF WALL SURROUND AS REQUIRED. METAL FLUE & CHASETOP _ I PANEL - APPLIED BY BUILDER IN FIELD) TO BE SUPPLIED, DETAILED, & INSTALLED BY BUILDER I O O O 1 1 1 1 3 O 1 NAILING SHALL BE Bd NAILS 6" 0/C AT EDGES E3 CULTURED STONE FACING BY BLDR. w� 1 120 121 122 & 12" o/c FIELD ENTRY LEVEL �, 1 129 130 I UWL. ANL I 134 135 7OACORN TO SUPPLY WALL PANEL NTH ROUGH OPENING. BUILDER TO INSTALL 6' SLIDING GLASS DOOR. O O ALL REMAINING WALLS BRACED PER 23089.3 LOOSE DOOR # _149_ SUPPLIED 5 5 I ALL REMAINING WALL PANELS TO BE STAPLED ®BLDR TO SHEATHE AREA W/ SCRAP PLY AS REQUIRED BASEMENT VENT SASH I 4 EDGES&18" OUC FIELDGE . – 4" 0/C AT & AREAWAY (IF REO-D.) r / 9O FIELD FRAME: PER OWNER, BY BLDR.. I I �I ACORN TO SUPPLY 9z" PLY & STOCK LENGTH 26'S. ® THIS LOC. I BLDR TO CUT & FRAME AREA AS REQUIRED. :H I I Op lh" PLY FILLER ® 1-8-2 x 8' LOWER LEVELI' I — 11 POST TO SIT DIRECTLY ON WINDOW HEADER BELOW. - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - REAR ELEVATION ®BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER. ® BUILDER TO MODIFY RAFTERS IN THIS AREA TO PREVENT INTERFERENCE WITH HEADER ® 6x10 HDR SUPPLIED @ 6'. BUILDER TO CUT & Fp AMF FIRE PLACE OPENING AS REQUIRED © e SIMPSON STRONG-TIE STH014RJ HOLDOWN TO BE SUPPLIED, DETAILED & INSTALLED BY BLDR. ®KANT-SAG MSTC40 STRAP TO BE SUPPLIED I BY ACORN; DETAILED & INSTALLED BY BLDR, IIVANDOWS ARE TACKED IN PANEL. 11 ©& RE-INSTALL AFTER SECURELY NA�ILLIING PAS ��� L TOGETHER, 'a I B TOP PLAJE e 13 - - - - - - e� 11 I �: I 1 242 243 �. m® v ��pEOAq )� L 1 B I 239 240 241 \\ // 244 245 J C Z Or 13 V O O O1 11 E �j �j 246 14 13 A 3' TOP PLATE I 3'-0" 2'-10" 3-2 _011 4-0 13 14 1 I x6 WAL A L I `"' UPPER LEVIEL OF NE b TOP PLATE LLI 247 I + Q 6 6 --- -- I f 1 I I I ax.tms BM o -° _ I ©COPYRIGHT b,�r DECK HOU INC. 1 / \ H u..n.o w ,a w wm�mi..".. r} '��., I ACORNA DIVISION OF DECK HOUSE, INC \\ Iism i i ' o1 / \ 3 12 a �- 930 MAIN STREET, ACTON, MASS. o / P. 12x6 ALL PANELS 139 ( e� \\ // ACORN® 01720 781 259-9450 RICHARD do DEBORAH HEFFERNAN 6 1 %140 141 142 \ / 145 146 ®147 148 E3 SOUTHOLD, NY / 11371 138 I 4'- 3'-0" 2'- " 2'-10" S-2" 3'-0" 4'-0" 4'-0" 2'-OJ ENTRY LEVEL 136 1 1 1 1 1 1 1 I 1 1 1 143 144 1 1 1 1 1 - - - ENTRY LEWEL QQ REAR & LEFT PANEL ELEVATIONS 5I ,r:� 5 5 CULTURED STONE,-----6j I II 10I 4 ;i II I I Ii �I -4� 4 DATE: � FAKING BY BLDR. III 1 .�11 I I 4 I III III, ,= II I BASEMENT VENT SASH 'I I & AREAWAY (IF REQ'D.) - .I I _ ______� PER OWNER, BY BLDR, I �' L-I - IJ L L - - - LJ ® THIS LOC. I 03/25/03 - CDH/RMH 07/2QZ03 MR 151 152 I LOWER LEWEL SHIPPING DATE: - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - - CUSTOM LEFT ELEVATION JOB NO. PAGE NO. # 2998 5F . I fACCEPTABLE RAFTER OR TRUS', 1 1/4'X 20 Ga.Steel Strap Every Rah 1.Reference Standard UDlized Is'Wfcm' By'Af&Pa' CONSTRUCTION NOTES 2.New Floor Area: 158 Sq.f L 1st Floc'Area Notify architect of all charges. The architect shall ret be responsible for any changes without written natificatian. (8)8d Nada Each End 3.Design Loads: Do not sro a the dm wings Or LTJIMTIC AND GEOGRAPHIC DESIGN CRTEPIA •Tete•(or equal)connections required at all flush stnx tral load carrying conditions. ROOF WIND 5F35MIC SENECTTD a4MAGE fPOM WINTER RUMID LIVE LOADS: Install smoke and crbon monoxide detectors in accordance with all municipal and state code requirements. ]let sx0w negi MOST UNE DESIGN HAZARDS 1 ST FLOOR-40PSF bat Ties @ Every a Confter Pair MayBe LOAD SPEED(MPH) CATEGORY WFATIERING TElIMr1F DEGY TEMP ROOF SNOW LOAD-45PSF Substituted For Ridge Connectors-Use can ata Moo.TO Sl1GH1'To DEAD LOADS:ROOF-10 PSF ENBr6Y NOTES: (8)10d Nails Each End 45 PSF 120 MPH sEVEIHE 36' 11' 1:The arcl techs and englnerrs rrrifly that to the best of their knowledge,the drawings conform to the New All trim, materials R 301.22 HEAVY MODERATE and detailing for MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 2York:It state a the r CoIhWbility Gala 2:It shall be the responsibility of the contractor to ah6mht The size,design,real type of mechanical systems which gafage to match Project site Is beyond 1 mile of coastline region. USE LIVE LOAD 'PSF will be used In soft Leiser detail a9 required by the Building Depaltmut. DUSK 1 of Mph, Exposure B EXTERIOR BALCONIES soDECKS 40 3:All thermostats shall be adjustable 55 degrees to 85 degrMss. Wood Framed Accessary Building ATTICS WITHOUT STORAGE 10 4:All domestic hot water op 140 degrees max.setting. Mean Roof Height a 30 Feet ATTICS WITH STORAGE '2 0 5:Insulate all ducts and popes as earreqlossred al code. HIO-2 9 6:H.V.A.C.Comractar to verify heat loss calculations. TYPICAL ROOF/CEILIN FRAMING Building Enclosed ROOMS OTHER THAN SLEEP WG ROOMS 40 7:The architect cortdles that to the best of his knowledge,belief,and professional judgement,the plans ore m Simpson Strong-Tie Building Is 22 Feet Wide With 6" Overhangs SLEEPING ROOMS 30 compliance with the New Yolk Stare Energy Conservation Code(May_2D02) Roof Joists Spaced 16"oc STAIRS 40 8:From walls,floors,and endings to how an approved vapor retarder(permeanca rating of Lo perm)installed an Rater to Top Plate @ 16"OC Gable Roof System With 12:8 Slope GUARDRAILS AND HANDRAILS 200 theworm-In-winter side of the thermal insulation. _ 9:Windows and sliding doors to haw a maximum air Infiltration rah of 0.3 cfm per square foot of window algia. swinging doors to have a maximum air infiltration rate of 0.5 cfm per square foot of door area TABLE 3.7 RAFTER/CLS JOIST HEEL JOINT CONNECTION NAILING SCHEDULEReq'd number of JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING RAFTER I6d common nails H2.5 2 ROOF FRAMING SLOPE per heeljoint s he ASPHALT ROOF SHINGNOTE LTSAATSI2 LE RAFTER TO TOP PLATE(TOE-NAILED) 3-ed PER RAFTER ROOF SPAN(FT) Asphalt shingles shall haw:self-seal strips or be interlocking and comply with satin d 225 or d m RSP4 CBUNG JOIST TO TOP PLATE 3-8d PER JOIST 12 20 2II 36 3462, 7 ' CEILING JOIST TO PARALLEL RAFTER(FACE-NNLED) SEE TABLE 3.7 EACH LAP 3:12 5 1 II 1 111 14 Fasteners for asphalt shingles shall be galvanized steel,stainless, alumi mm,or copper CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) SEE TABLE 3.7 EACH LAP 4:12 4 6 8 11 roofing mils. minimum 12 gage shanked with a minimum 3/8"diometer head,of a Iemdth to O COLLAR PE TO RAFTER(FACE-NAILED) SEE TABLE 3.4 PER TE 5:12 3 S 7 9 penetrate through roofing materials and sheathing. BLOCKING TO RAFTER(TOE-NAILED) 2-ad EACH END 7:12 3 4 S 6 RIM WARD To RAFTER(END-NALLED) 2-1 Ed EACH END 9:12 3 3 4 5 Asphalt shingles shall have the m ndmum number of fasterwzs required by the marwfactuers. / 12:12 3 3 3 4 For narmal application,asphalt shingles shall be secured to the roof with not less than six Equivalent nailing patterns are required frceiling joist fasteners per strip shingle of two fasteners per individual shingle. ACCEPTABLE TOP PLATE WALL FRAMINGTOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT to telling joist lap spices. PHOS Simpson le TOP PLATES AT INTERSEMIONS(FACE-NAILED) 416d JOINTS-EACH SIDE , So Stud w/threaded rod @ALL CORNERS Top Plate t0 Stud STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. TABLE 3A COLLAR TIE ATTACHMENT __JB HEADER TO HEADER(FACE-NAILED) I6d 16"O.C.ALONG EDGES TOP OR BOTTOM PLATE TO STUD(END-NALED) 2-16d PER 2X4 STUD TABLE 3.8 ROOF SHEATHING ATTACHMENT Poor Rich Noor Spm(FO Mind Speed _ 3-1 Ed Ell SND Maximum Nail Spacing 11 Ohrph 12 _ Sheathing Location -ILII-ILII II-ILII -ILII ILII-I 4-1 fid PER 2X8 STUD Far Ed Common Nails 3:12 li 4-t Otl 4•lm WTFOM PLATE TO FLOOR JOIST,BANDJOlST, Z-1 Ed PER FOOT 10 Mph Win 120 Mrh W d 20 6-104 7--104 I I I III— —III •'•C ENDJOIST OR BLOCKING(FAC&NAILFD) E FI E I F N 7-10d 8-10d _ 4'Perimeter Edge Zone 6 6 6 6 28 4104 specie —I = " ILII ILII " BP Spode specie FLOOR FRAMING 32 _ Interior 7nne 6 12 6 12 36 Specwl spew two H4 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 2-I6d PER JOIST III w a , ELRa)dNG TO JOIST(TOE-NALLED) 416d EACH END Gable End wall Rake 4 4 1 4 4 4:1212 3-10d 3-10d BLOCKING TO JOIST(TOE-NAILED) 2-1 Ed EACH END 16 SAW 4-10d BLOCKING TO SILL OR TOP RATE(TOE-NAILED) 16d EACH BLOCK e-Nail pacing at Panel edges 5-104 H2.5 5/8" DIA.ANCHOR BOLTS F-Nail spacing at intermediatessupports 20 SAW ports F 24 5-10d 6-10m r-r LEDGER STRIP TO BEAM(FACE-NAILED) 2-16tl EACH JOIST the panel field 28 7-1M 7-10d JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-16d PER JOIST For roof sheathing within 4 fee of the peninater 32 7-1Dd 8-101 Typical Slab " Grade Foundation RAND JOIST TO JOIST(END-NAILED) 4-16d PER JOIST edge of the roof,including 4 feet on each side of 36 8-104 SPE H8 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16A PER FOOT the roof ark,ffie 4 Poot perimeter edge zone 5:12 12 2-1M 3-1 ed @ 33"e (12" From Corners) Pe 16 3-10d 4-104 Provide 3x3" Base Plate Q Ea.Anchor Bol ROOF SHEATHING attachment requirements shall be used. 20 410E 4-10,1 24 4-10d 5-1ed :•• STRUCTURAL PANELS 8d PER TABLE 3.8 23S-1 Od 6-10d TABLE3.8 RDOFSHEATHNGATTACHMENT 32 5.I0d 7-10d ACCEPTABLE CEILING SHEATHING Maximum,Nail Spacing 36 6-Iod 7-1ed Simpson Strung-Tile Shead ng Location For Od Common Malls 6:12 12 2-I Od 3-1 Od Sill Plate to Foundation GYPSUM WALLBOARD Stl COOLERS 7"EDGE/ 10'FIELD 10 Mph Wind 120 Mph W d 16 3-104 3-104 20 3-10d clod 22'-D" WALL SHEATHING E F E F 24 410d 5-1'it 28 4-104 5-10d STRUCTURAL PANELS Bid PER TABLE 3.9 r Perimeter Edge Zone 6 12 6 12 32 5-10d 6-1'it FIBERBOARD PANES(7/16") 6d 3"EDGE/6"HOD Interior Zone 6 12 6 12 36 G-10d 7-10l GYPSUM WALLBOARD Sit COOLERS 7"EDGE/10"FIELD 7:12-12: 212 2-t Od 2-104 HARDBOARD 8d PER TABLE 3.9 e-nail spacing at panel edges(In.) 16 3-10tl 3-t 0d PARTICLEBOARD PANELS ad PER TABLE 3.9 f-nail spacing at intermediate supports in the panel field 20 51 Od 4-1 m 24 4-10d 4-10d WALL SHEATHING For wall sheathing within 4 feet of the tamers,the 4 28 4-10d -101 foot edge zone attachment requirements shall be used32 5101 6 6-101 STRUCTURAL PANELS-1"OR LESS Bit6"EDGE/12"Fl .Fl n 36 5104 6-10d m 0 Proposed House �r — '----- Outline of proposed house to O EE�EVPS\ONS -OSEEeP ceD" OP 43 e, 1' elDn I 1 I - __ _ 11 _L_ I // I All trim,materials and detailing for garage to match house ® ® e B ® t 1 I existing dectS / / new deck rold house / footprints East Elevation West Elevation Garage Plan �/ / / Scale: 1/8"= 1'-O" Scale:1/8"=1'-0" Scale: 1/4' 1'-0" new 1 &2 story \ � / Regime house / \ / .2 150 VAtl b5N pInN3C 1 NWIYOM, NY+OO+B rel zlzsn<en \ new garage ' —T_ mwaamMlw Aaa"i � � qll 91]]4]-]xYa rd' Heffernan 12. II trim, materials and detailing All for garage, to matcand h uese ling . -- - °' 13 - 13 ° • \ WestShoreDrive garage to match house _ Bayview __ x•Jrl/rJ 1 r_ B _- JOgFas'e __ .._.1.1.1. ._ : : . . a O _J_ � . \ \ / / This s itt a PIeni for r re f rence only- Town of Southold _ . 0 All site dimensions to reference perm survey-------------- : : -, NY : ---------------------------_ : : ---____._______. Lots 4 5&P/0 3/ . . ______ Block 13 ----------- - ------ 13[[_.._ _ - _._.._ Map of --------------- ------------------------- ----- --:::::::: c ----------- Re n Shores,Inc. ...... .. _ - --- .......... . ................. :: _._.......=::::==:eea=:= aw Garagef0rreteA Ton of Southold Cis, - - IL Plans, Suffolk County,New York Elevations re4 " Details and y 3 $EE11 S.C.Tez No100080.0148.1 an ot , Otes to!cater ; Taken Doom survey by Joseph A Inge a D 1380 Roanoke Ave Riverhead - New York 11901 \ Dated February 27,2002 ® G North Elevation South Elevation U Scale: 1/e"=11-0" Scale:ire"=11-0" _—