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30968-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31978 Date: 11/02/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 170 ROCKCOVE CT GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 33 Block 3 Lot 19.10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 9, 2005 pursuant to which Building Permit No. 30968-Z dated FEBRUARY 17, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED FRONT PORCH, & REAR WOOD DECK AS APPLIED FOR. The certificate is issued to RICHARD & VIRGINIA VESSA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0135 10/02/06 ELECTRICAL CERTIFICATE NO. 05-9779 06/14/06 PLUMBERS CERTIFICATION DATED 08/11/06 BURTS RELIABLE, INC. tho izedplsignature Rev. 1/81 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 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-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate 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. New Construction /V a-t l Old or Pre-existing Building: (check one) Location of Property: / -7'0 R a G K CoY E C-r G.Qf f N / D t1_1'? /Lj y l/G/4/1/ House No. Street Hamlet POwner or Owners of Property: 1C 1 C//rQ Kd 14 ,,1A Vj 9 a/N7 A V£S S4 Suffolk County Tax Map No 1000, Section 3 3 Block & 3 Lot Subdivision R r7 C k Co Y f. L5T*!S S Filed Map. /D 3 Lot: / O Permit No. . 68 Z DateofPermit. Applicant:_ R1C4A 9 54 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ��• 11a'1 � Ctl-F_ 3197$ 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. 30968 Z Date FEBRUARY 17, 2005 Permission is hereby granted to : RICHARD & VIRGINIA VESSA 34 WOODCUT LA MANHASSET,NY 11030 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED FRONT PORCH & REAR RAISED PATIO AS APPLIED FOR at premises located at 170 ROCKCOVE CT GREENPORT County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019 . 010 pursuant to application dated FEBRUARY 9, 2005 and approved by the Building Inspector to expire on AUGUST 17, 2006 . Fee $ 2 , 268 . 90 Authorized Signature ORIGINAL Rev. 5/8/02 a .r' Electrical Inspectors, Inc. Certificate.Number. 05-9779 308 East Meadow Avenue ?t Muntcipalip-. Greenport,Village of East Meadow,NY 11554 Unice:(516)794-0400(631)396-7474 Inspector: 125 a' Fax:(5 16)794-5854 Issue Date. 6/14/2006 sr.. Website:www.electricalinspectors.com Email:infaCmelectricalinspectors.com ;y Mail To: Property Address: Pinti Electric Vincent Pinti Richard Vessa 36 Colonial Street 34 Rockcove Court z. East Northport, NY 11731 Greenport,NY 11944 Lice�n-s+e#: 33002+5-ME TCt n O 7 "ID IF �rT+ II PmniaV: APPlicatioril i. Section: Block: Lot y AREAS LISTED BELOW ARE APPROVED BY INSPECTION AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE No visual defects were found for the electrical inspection provided.No obvious unsatisfactory conditions were found in the areas ;f herein below only. 4 Residential Inspeetion/New,Residence ,r Basement:Storage Room, Utility Room v� First Floor:2 Bathrooms. Bedroom.Deck. Dining Room,Fater.Hall,Kitchen.Laundr),Roam 2 Car Attached Garage Second Floor.:Bathroom,2 Bedrooms,Hall,Master Barhro m,Master Bedroom,1 Walk-In Closets Attic:Storage Room I-Hydra Tub,58-Duplex Receptacles, 16-GFI Receptacles, /-Transformer, 9-Smoke Detectors,4-CO Alarms,97-Switches, /- Oven, I-Dishwasher,86-Recessed Fixtures,34-Incandescent Fixtures,6-Wall Sconces.6-Paddle Fan Outlets,4-Exhaust Fans, 2-A/C Condensors. 2-A/C Blowers 310Amp New Underground Service/CB/150.4mp Main Panel/30CktsQS Userl. 150Amp Single Phase Main Panei/30CkuQ4 Used. V M Rough 12/01/05 Final 06/12/06 a d Y A Not valid unless signed by an . ►LIJ au 'ad Ell Agent ��, i lo- �t__ Richard M.Sivone Philip F Gcehring �- President Chief Electrical Inspector v ��o�OS�FFO(K�oGy iae�n Mall, 53095 Main 11�- J 2 Fax (5�6. P O. Boy 1179 �� Cr Telepr)ona Sc-,lrold New YorSc 11(j71 zr OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N Date: 6-11-06 Building Permit No. Cue)8 T � Owner: R icharM UP.SC0. (please print) Plumber: hods iqticble, Inc. (please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (plumbers signature) Sworn to before me this day ofAyQuA 20 ©(oA�/,'�0�� Notary Public, 5J4tL County lvob y. A)blrG c1 11tilm BERNADETTE L.TAPLIN NOTARY PUBLIC#4844893 State of New York Residing in Suffolk County Corr.,,sion Expire. It a9, V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST [ ] ROUGH PLBG. I FOUNDATION 2ND [ I PISU A�mj%wm L I FRAMING / STRAPPING /F1;;7 I FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: .4� DATE lal3io hot,/ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ =FINAL LATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION C.� REMARKS-. iso yl.� 3 s C oma- �sg� DATE INSPECTOR D /lP A � ho�,�pF SOOTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - C)I/C-- rz) DATE / 13110� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ ] ING / STRAPPING [ ] FINAL Z[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Z;� s DATE l INSPECTOR ^ 765-1802 BUILDING DEPT. INSPECTION [� NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ,[ ] FIRE SAFETY INSPECTION INSPECTION REMARKS: '^- U F DATE O INSPECTOR CIO d07- coj �� 765.1802 UILDING DEPT. 1 PECTION [VrlrOUNDATION IST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: N� DATE INSPECTOR �O��,OF SOUTy�6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION MARKS: c DATE 18< INSPECTOR W f f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT N [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! DATE INSPECTOR�"" TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT N [ ] FOUNDATION IST [ ROUGH PLBG. f�6. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE A L INSPECTOR //n X �0�1 OF SO4Tyo�O 340 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPE"ROUGH [ ] FOUNDATION IST [ . [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION c REMARKS: G✓ G✓ fz DATE l� INSPECTO 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOU TION 2ND [ ] INSULATION C rr9s5 [ RAMING [ ] FINAL [ ] FIREPLACE &/CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:— DATE INSPECTOR • FOUNDATION(1ST ------------------------------------- FOUNDATION 1 ROUGH FRAMING& PLUMBING M.Po, l_I_IW 1WA■ ANI IINSULATION STATE ENERGY CODE irMirAM ADDITIONAL r 1 Olt, t' rAVA9=7W( �� / a..�� / 1' I . ice . '�S► i • 1 . V I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the folio ' g,before a plying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Buildi g Plans TEL: (631) 765-1802 Planning B d approval FAX: (631) 765-9502 A Survey www.northfork.net/Southold/ PERMIT NO. 3 y6 d�i Checkl� 1 127 Septic Form N.Y.S.D.E.C. Trustees Examined R l�^ 20 66` Contact: Approved _1&7-,20 O S Mail to: Disapproved a/c Phone: 0 3 Expiration,20 D6y) ' Building Inspector FEB 9 APPLICATION FOR BUILDING PERMIT Date February 4 , 20 05 _ - INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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. r d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,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. /�/?rYllit4I. wet (Signature of applicant or name,if a corporation) Cho ` run q f- Young .boo Ds dry a9tK. Rivedwa (, NY!/9o/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Mr. & Mrs. Richard Vessa (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: Lot 10 Rockcove Lane Greenport House Number Street Hamlet County Tax Map No. 1000 Section 33 Block 03 Lot 19.10 Subdivision Rockcove Estates Filed Map No. 10637 Lot 10 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy vacant b. Intended use and occupancy mne (1) Family Residence 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth 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 62.85' Rear 62.85' Depth 62.8' Height 27.5' to midpoint roof Number of Stories 2 9. Size of lot: Front 89' Rear 99' Depth 260' (Irregular) 10. Date of Purchase 11/03 Name of Former Owner Bettina Equities, Inc. 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES x NO—Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Address Phone No. Name of Architect Disanto Associates Address 2 Park AvenueManhasset, NY gone No (516) 365-1294 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Su{'�dV�) Thomas C. Wolpert being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent for Owner (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this V-t,— day ofFew 20o:5 Public Signature of Applicant _ Thomas C. Wolpert Noa0001 MtbdtfYak Ca�ntabn epk.,ky 20,20_7 Permit Number RFScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sollware Version 3.6 Release la Data filename: C:\My Documents\Energy CalculationAVessa Rcsidence.rck PROJECT TITLE: New Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW /WALL RATIO: 0.18 DATE: 01/19/05 DATE OF PLANS: 1/19/05 PROJECT DESCRIPTION: The Vessa Residence Lot 10 @ Rockcove Estates Rockcove Lane Greenport, N.Y. DESIGNER/CONTRACTOR: Di Santo Associates 2 Park Avenue Suite 205 Manhasset,N.Y. 11030 COMPLIANCE: Passes Maximum UA= 829 Your Home UA= 726 12.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 420 38.0 0.0 13 Ceiling 2: Flat Ceiling or Scissor Truss 911 38.0 0.0 27 Ceiling 3: Flat Ceiling or Scissor Truss 2108 38.0 0.0 63 Wall 1: Wood Frame, 16"o.c. 264 19.0 0.0 14 Window 4: Wood Frame:Double Pane with Low-E 15 0.320 5 Window 5: Wood Ftame:Double Pane with Low-E 15 0.320 5 Wall 2: Wood Frame, 16"o.c. 425 19.0 0.0 18 Door 2: Solid 56 0.320 18 a l Door 3: Solid 56 0.320 18 Door 4: Solid 17 0.320 5 Wall 3: Wood Frame, 16"o.c. 18 19.0 0.0 1 Wall 4: Wood Frame, 16"o.c. 130 19.0 0.0 7 Window 6.Wood Frame:Double Pane with Low-E 6 0,320 2 Window 7: Wood Frame:Double Pane with Low-E 6 0.320 2 Wall 5: Wood Frame, 16" o.c. 104 19.0 0.0 4 Window 8:Wood Frame:Double Pane with Low-E 11 0.320 4 Door 5: Glass 19 0.320 6 Wall 6: Wood Frame, 16"o.c. 63 19.0 0.0 2 Window 9: Wood Frame:Double Pane with Low-E 25 0.320 8 Wall 7: Wood Frame, 16"o.c. 58 19.0 0.0 2 Window 10: Wood Frame:Double Pane with Low-E 25 0.320 8 Wall 8: Wood Frame, 16" o.c. 58 19.0 0.0 2 Window 11: Wood Frame:Double Pane with Low-E 25 0.320 8 Wall 9: Wood Frame, 16" o.c. 58 19.0 0.0 2 Window 12: Wood Frame:Double Pane with Low-E 25 0.320 8 Wall 10: Wood Frame, 16"o.c. 63 19.0 0.0 2 Door 6: Glass 35 0.320 11 Wall 11: Wood Frame, 16" o.c. 225 19.0 0.0 8 Window 13: Wood Frame:Double Pane with Low-E 21 0.320 7 Window 14: Wood Frame:Double Pane with Low-E 21 0.320 7 Door 7: Glass 42 0.320 13 Wall 12: Wood Frame, 16" o.c. 130 19.0 0.0 7 Door 8: Glass 19 0.320 6 Wall 13: Wood Frame, 16" o.c. 130 19.0 0.0 6 Window 15: Wood Frame:Double Pane with Low-E 24 0.320 8 Wall 14: Wood Frame, 16" o.c. 162 19.0 0.0 8 Window 16: Wood Frame:Double Pane with Low-E 15 0.320 5 Window 17: Wood Frame:Double Pane with Low-E 15 0.320 5 Wall 15: Wood Frame, 16" o.c. 13 19.0 0.0 1 Wall 16: Wood Frame, 16" o.c. 63 19.0 0.0 4 Wall 17: Wood Frame, 16" o.c. 85 19.0 0.0 4 Window 18: Wood Frarne:Double Pane with Low-E 12 0.320 4 Wall 18: Wood Frame, 16" o.c. 8 19.0 0.0 0 Wall 19: Wood Frame, 16"o.c. 29 19.0 0.0 2 Wall 20: Wood Frame, 16" o.c. 49 19.0 0.0 3 Wall 21: Wood Frame, 16" o.c. 126 19.0 0.0 5 Window 19: Wood Frame:Double Pane with Low-E 8 0.320 3 Window 20: Wood Frame:Double Pane with Low-E 8 0.320 3 Door 9: Solid 21 0.320 7 Wall 22: Wood Frame, 16" o.c. 18 19.0 0.0 1 Wall 23: Wood Frame, 16" o.c. 117 19.0 0.0 4 Window 21: Wood Frame:Double Pane with Low-E 13 0.320 4 Window 22: Wood Frame:Double Pane with Low-E 13 0.320 4 Window 23: Wood Frame:Double Pane with Low-E 20 0.320 6 Wall 24: Wood Frame, 16" o.c. 103 19.0 0.0 6 Wall 25: Wood Frame, 16" o.c. 146 19.0 0.0 9 Wall 26: Wood Frame, 16" o.c. 184 19.0 0.0 9 Window 24: Wood Frame:Double Pane with Low-E 30 0.320 10 Window 25: Wood Frame:Double Pane with Low-E 12 0.320 4 Wall 27: Wood Frame, 16" o.c. 30 19.0 0.0 2 Wall 28: Wood Frame, 16" o.c. 112 19.0 0.0 5 Window 26: Wood Frame:Double Pane with Low-E 6 0.320 2 Window 27: Vinyl Frame:Double Pane with Low-E 15 0.320 5 Wall 29: Wood Flume, 16" o.c. 116 19.0 0.0 6 Window 28: Wood Frame:Double Pane with Low-E 15 0.320 5 Wall 30: Wood Frame, 16" o.c. 8 19.0 0.0 0 Wall 31: Wood Frame, 16" o.c. 224 19.0 0.0 9 Window 29: Wood Frame:Double Pane with Low-E 12 0.320 4 Window 30: Wood Frame:Double Pane with Low-E 12 0.320 4 Door 10: Glass 42 0.320 13 Wall 32: Wood Frame, 16" o.c. 348 19.0 0.0 19 Window 31: Wood Frame:Double Pane with Low-E 12 0.320 4 Window 32: Wood Frame:Double Pane with Low-E 12 0.320 4 Window 33:Wood Frame:Double Pane with Low-E 4 0.320 1 Wall 33: Wood Frame, 16"o.c. 108 19.0 0.0 4 Window 35: Wood Frame:Double Pane with Low-E 40 0.320 13 Wall 34: Wood Frame, 16" o.c. 40 19.0 0.0 2 Wall 35: Wood Frame, 16"o.c. 116 19.0 0.0 5 Window 34: Wood Frame:Double Pane with Low-E 30 0.320 10 Wall 36: Wood Frame, 16" o.c. 8 19.0 0.0 0 Basement Wall 1: Solid Concrete or Masonry 205 0.0 10.0 14 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 2: Solid Concrete or Masonry 304 0.0 10.0 21 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 3: Solid Concrete or Masonry 18 0.0 10.0 1 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 4: Solid Concrete or Masonry 130 0.0 10.0 8 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Window 1: Wood Frame:Double Pane with Low-E 14 0.320 4 Basement Wall 5: Solid Concrete or Masonry 99 0.0 10.0 5 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Door 1: Solid 21 0.320 7 Basement Wall 6: Solid Concrete or Masonry 63 0.0 10.0 4 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 7: Solid Concrete or Masonry 58 0.0 10.0 4 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 8: Solid Concrete or Masonry 58 0.0 10.0 4 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 9: Solid Concrete or Masonry 58 0.0 10.0 4 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 10: Solid Concrete or Masonry 63 0.0 10.0 4 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 11: Solid Concrete or Masonry 225 0.0 10.0 15 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Window 2:Wood Frame:Double Pane with Low-E 6 0.320 2 Basement Wall 12: Solid Concrete or Masonry 126 0.0 10.0 9 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 13: Solid Concrete or Masonry 130 0.0 10.0 9 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 14: Solid Concrete or Masonry 162 0.0 10.0 11 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Window 3: Wood Frame:Double Pane with Low-E 6 0.320 2 Basement Wall 15: Solid Concrete or Masonry 13 0.0 10.0 1 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 16: Solid Concrete or Masonry 67 0.0 10.0 5 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 17: Solid Concrete or Masonry 90 0.0 10.0 6 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 18: Solid Concrete or Masonry 9 0.0 10.0 1 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 19: Solid Concrete or Masonry 31 0.0 10.0 2 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 20: Solid Concrete or Masonry 49 0.0 10.0 3 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 21: Solid Concrete or Masonry 126 0.0 10.0 9 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 22: Solid Concrete or Masonry 18 0.0 10.0 1 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 23: Solid Concrete or Masonry 126 0.0 10.0 9 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 24: Solid Concrete or Masonry 81 0.0 10.0 6 Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 7.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or p peeMbations ' in compliance with this Code. Builder/Designer l DateZh d B Gy, 21 'Vo. 2 pE . OP THE gAtE REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release ]a DATE: 01/19/05 PROJECT TITLE: New Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: [ ] 3. Ceiling 3: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 3. Wall 3: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 4. Wall 4: Wood France, 16" o.c., R-19.0 cavity insulation Comments: [ ] 5. Wall 5: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 6. Wall 6: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 7. Wall 7: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 8. Wall 8: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 9. Wall 9: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 10. Wall 10: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 11. Wall 11: Wood Frame, 16" o.c_, R-19.0 cavity insulation Comments: [ ] 12. Wall 12: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 13. Wall 13: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 14. Wall 14: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 15. Wall 15: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 16. Wall 16: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 17. Wall 17: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 18. Wall 18: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 19. Wall 19: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 20. Wall 20: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 21. Wall 21: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 22. Wall 22: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 23. Wall 23: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 24. Wall 24: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 25. Wall 25: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 26. Wall 26: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 27. Wall 27: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 28. Wall 28: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 29. Wall 29: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 30. Wall 30: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 31. Wall 31: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 32. Wall 32: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 33. Wall 33: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 34. Wall 34: Wood Frazee, 16" o.c., R-19.0 cavity insulation Comments: [ ] 35. Wall 35: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ] 36. Wall 36: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ ] l. Basement Wall 1: Solid Concrete or Masonry, 9.0' ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 2. Basement Wall 2. Solid Concrete or Masonry, 9.0'ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above--grade)insulation and extends at least 6 in. below grade. [ J 3. Basement Wall 3: Solid Concrete or Masonry, 9.0' ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 4. Basement Wall 4: Solid Concrete or Masonry, 9.0' ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 5. Basement Wall 5: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 6. Basement Wall 6: Solid Concrete or Masonry, 9.0'bt/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 7. Basement Wall 7: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 8. Basement Wall 8: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 9. Basement Wall 9: Solid Concrete or Masonry, 9.0' ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ J 10. Basement Wall 10: Solid Concrete or Masonry, 9.0'ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: _ Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 11. Basement Wall 11: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 12. Basement Wall 12: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 13. Basement Wall 13: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 14. Basement Wall 14: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 15. Basement Wall 15: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 16. Basement Wall 16: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 17. Basement Wall 17: Solid Concrete or Masonry, 9.0' ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 18. Basement Wall 18: Solid Concrete or Masonry, 9.0' ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 19. Basement Wall 19: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 20. Basement Wall 20: Solid Concrete or Masonry, 9.0'ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 21. Basement Wall 21: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 22. Basement Wall 22: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 23. Basement Wall 23: Solid Concrete or Masonry, 9.0' ht/7.0' bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. { ] 24. Basement Wall 24: Solid Concrete or Masonry, 9.0'ht/7.0'bg/7.0' insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. Windows: [ ] 1. Window 4: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 5: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 3. Window 6: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 4. Window 7: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: { ] 5. Window 8: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 6. Window 9: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments` [ ] 7. Window 10: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-factors, describe fratures: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 8. Window 11: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 9. Window 12: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows,without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 10. Window 13: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 11. Window 14: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factois, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 12. Window 15: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #,Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 13. Window 16: Wood Frarne:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 14. Window 17: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 15. Window 18: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-:actors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 16. Window 19: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 17. Window 20: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 18. Window 21: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-1actors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 19. Window 22: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 20. Window 23: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 21. Window 24: Wood Frame:Double Pane with Low-E,U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 22. Window 25: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 23. Window 26: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 24. Window 27: Vinyl Frame:Double Pane with Low-E, U-fhctor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 25. Window 28: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 26. Window 29: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 27. Window 30: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 28. Window 31: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 29. Window 32: Wood Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 30. Window 33: Wood Frame:Double Pane with Low E, U factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break`? [ ]Yes [ ]No Comments: [ ] 31. Window 35: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 32. Window 34: Wood Frame:Double Pane with Low E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 33. Window 1: Wood Frame:Double Pane with Low-E,U-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 34. Window 2: Wood Frame:Double Pane with Low-E, U-factor 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 35. Window 3: Wood Frame:Double Pane with Low-E, U-factor. 0:320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ ] 1. Door 2: Solid, U-factor 0.320 Comments: [ ] 2. Door 3: Solid, U-factor 0.320 Comments: [ ] 3. Door 4: Solid, U-factor. 0.320 Comments: [ ] 4. Door 5: Glass, U-Factor. 0.320 Comments: [ ] 5. Door 6: Glass, U-factor: 0.320 Comments: [ ] 6. Door 7: Glass, U-factor. 0.320 Comments: [ ] 7. Door 8: Glass,U-factor: 0.320 Comments: [ ] 8. Door 9: Solid, U-factor: 0.320 Comments: [ ] 9. Door 10: Glass,U-factor. 0.320 Comments: [ ] 10. Door l: Solid, U-factor: 0.320 Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be seated. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder. [ ] Required on the warm-in-winter side ofall non vented flamed ceilings, walls, and Boor;. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals fDr all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must berated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. i Electric Systems: [ ] ( Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Nater Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thicknessfor Circulating Hot Water Pipes. Insulation Thickness in Inches by Pi en Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl -U-12 to Ito LIo to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness,for IdlvAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System T es R e 2" Runouts 1" and Less 1.25"to 2" .5" to 4" 1?-Y YP Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) } Applicant/ 5� Date. ; Owners Name:,. ��" cT! Reviewed: a / Architect/ Qate- Cngitteer: l�. � � �_ Submitted: - 1,5 - SCTM #: District: l 000. Section: Block- _Lot: ProjectSubdivision /, Location: G� �� — Name: -i3r�/�l .�b'�_ r . r Siglc�. separate Required cetllficauon (Yes f No) h. — Req s Req. Mori Lot size: Acuial Jd 5� (Lot coverage I'ropuscd Rte. r Req. % Req. U'rom Yard Proposed: �--) (Side Yard 3�'roposed: I [Rear Yard. _ Proposed project Description: 2^ �'- 4 , G° ` AGENIC '• RMITS ermtt . 12E^UIRED FOit REVIEW I`.A• ISO YES lei m er Suffolk County Health Dept. Naw York State. D. E.C. Town Trustees Town Zoning Board approval: — • Town Planning Board approval: C . Flood Plane Elevation??? 'Flood Zone: .. t Young do Young 400 Ostrander Av 6ua,RRiverhead, ew York 11901 4 Howard T. Y unp, Land Surveyor It Thomas C. mope* Professional Snoineer �. Robert C Taa; Aroh{aot Ai Ab eg" / Ronald S. Pfoh4 Landscape ArchSteot q0 / LOt / Douglas E, Adams. PrcIfeeeionat RsWOker iv�� / HEALTH DEPARTMENT USE 4fOEhyk `- ! "pct SUFFOLK COUNTS''MARTMENT OF HEALTH SERVICES Qe � 8/ yj ap LOt: 10 "tom . F Co / PERIIMU FOR �1PFi OVAf Ot�COf� ^e:iJ IJN FORA . e/, J �'!/e`er i'@a" / 3:a"EJL€:wAAStL� tiy'a-✓'i�:"i d�I��s�,Y ~ ' k ' 40.?� AAS `� i� ,, t�c3. ro _oy- 013 r k � t+ xa F Co ` e�'es" % AI't�ROVicI% ,w h9 hrh No / FOR IVIAX NIUM OF- -BEDROOtd , EXPIRES +t FE VhARS FROM DATE OF APPROVAL of �0• 1 4 �+c® m•4� \�' .� 9URVEYOR'5 GER' IFIGATION I • INE HAY GBiTIPf-To RtCrMARQ,1.., VESSA> ° " V U) Lpt - VIRGINIA T. VMBBA> a &8HINQTON MUTUAL .. a BANK, FA & FIR$T ;1MrmICAN TITLE• NCE t- �.� "`c 'elOry. ` COMPANY OF, NEW YORK 'Ti'FAT1'NF5- I a i A PREPARED IN ACCORDANCE WITH THE FS}� t LAND SURVEYS ADOPTED BY THE NEW Y W, y A A; �� j tpd" s� •`� -��.Ij_ - ✓ s" ASSOCIATION"oi= PROFESSIONAL LAND '. 1 v V J � 1 U�`- ` , , $ f ` ` _ NOWARD K YOUNS, N.Y.S. L.S.NO. 4SM5 LA� ° SURVEY FOR cE 41tockto RICHARD. L. VMA 4 VIR61NIA T. Esq LOT ICO ROGKGOVE ESTATES a � t� tea" At 6roorport,,rom of Southol,4 ` Suffolk O,.MNi Now York nr f / / l County Tax Map obbw 1600 Swilan 55 Blod % QUO R BUILDING f'ERMRT SURVEY y ° : PC) L<��rA NOTES AREA = 29,861 50. FT. MAP PREPARED AUS. 26,2004 • SUBDIV1510N MAP "ROCKCOVE ESTATES" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON .UNE 11, 2001 SCALE: 1'-50' O-eaaenrT WT ■ rouuvrt FM M ¢- srwo=gr A- srwa Faeo - AS FILE NO. 1065'1. .TOB NO. 2009-0274 Bp DM. Rc_010--2005_0274_2P } Young r 400 Ostrander Avenue, Niverhq" Now Ybrk t t 90 t MW 4fHoward R Yow�p. Lid surveyor I �rPP ter-t7 /ah rkomos C. fiofpar� Prolaaaiofwt 7eeT Co. Robert C. Tao Arch"Act Ile ea= / Ronald 1. Pf�Ay Landscape Architect / Lp D=RR Adams Pra�iesiorwi B'nOtnser °�►' I`�ai a Pp ter.,/valor, / HEALTH DEPARTMENT USE A6- its ' U 0 . ;r .g�.� e�. Lot 4.o,& l Q9 PA16vX " 31 y � �q�°�%n / , off, tAiaw /iyg 414�Ff/e a �I/k� Wiz/ / Via ?3r o ,care . Faoroee� \/ i Ve /pn I /Y yJr nwr ` SUtZ17EYOR'SGERTIFiG.4TION . I ' a N@ HEREBY 0MRIV Y Tb itIr.HARO L. VESSA, a CTGN MUTUALJ 93^N,1G, Ada F/RS'T'AMERIC4N TtTL NCE �c7 a. COMPANY Of--NEW YORK THAT THNS' I d .. �� PREPARED IN AGfARDAN6E 1NITH THE ' LAND SURVEYS Apofb' D SY THE NFJN Y �W.,y A-%OGOI ATIOF PROFESSJONAL LAND. i a r HOWARP K YOIINE►,NYS. LS. NO. 46J'aAS CABS o r , apt / 5U vey, FOR '�� /,,,,, RICHARD L. 1/E%A # VMINIA T. ,VE55A dye LOT 10 "R W.4<60VM MT-ATES At 6Gra� 7 , Town;�q€. �Sa/authold ` County 'tax MOP. �. ewr>of 1000 S. 53 Bkmk 03 Lot Ia.10 1 / BUILDING PERMIT SURVEY " pQ Ls NOTES 'DC7 AREA ._ 2a,b6 l sa. Fr. r�lAta eREIoAR� Aub. a.6, sOoa - SUBDIVISION MAP "R.OGKGOVE ESTATES' FILED IN THE OFFICE OF n iE CLERK OF SUFFOLK COUNT( ON ime 11. 2001 SCALE, I'.50' p-raueHr ar ■ -VMAOlr FMW A-nN¢e=i A-STAKE Fawn AS FILE NO. 1063"1. lOB NO. 2009-0294 I OM. Rt:_010-2003-0294 , Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 gill 631-727-2303 1 Howard W. Young, Land Surveyor I€' \ SUbal l Thomas C. Folpert, Professional Engineer / Robert C. Tast, ArchitectQ e Ronald E. Pfuhl, Landscape Architectfi m pew tern Sh l Gj NOTES gyres / AREA = 29,861 50. FT. J �010 4(j� Q ST4r. 4 / SUf f��� 11 OFFICE IOF TOHE CLERK OFMAPKCOVE N SUFFOLK COUNTY DIN JUNE Il � Fi 2001 AS FILE NO. 1063"7. o o -I54 u / mi pt / 2 "'3• 1 / / �� 140 OP $� O7 m l " apt / SURVEYOR'S CERTIFICATION " • WE HEREBY CERTIFY TO RICHARD L. VES5A, ,p �p Oo A V E VIRGINIA T. VESSA, WASHINGTON MUTUAL "bOckc V/so I 46;23 �'9,�• �'�,e, / BANK, FA & FIRST AMERICAN TITLE INSURANCE qq V h n �q e n \Q �/ COMPANY OF NEW YORK THAT THIS SURVEY WAS S PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR e FgtQteS I e•;�� A °e. oQ� \ LAND SURVEYS ADOPTED BY THE NEW YORK STATE _ • o% a 4 \ \ ASSOCIATION OF PROFE5510NAL LAND SURVE o:. O•� apt / W. Rb pt �`� acs' �� 'SG oaka 8 /on Fst es„ Pfd p •, te '.. e ._ QtesQ HOWARD W. YOUNG,• L N.". 5. NO. 4589 e * ((( LAND i i i o i SURVEY FOR RICHARD L. VE-55A 4 VIRGINIA T. VE-55Agill �� T n / LOT IO "ROCKCOVE ESTATES" W I ,I �� At Greenport, Town of Southold e � � 1 ��� ;_ s„ apt Suffolk County, New Yorks rr ba1 Qf �L• �eheoyeis/on - Gourty Tax Map Dlaenoe 1000 section 33 Block 05 roe 19.10 e 'l FOUNDATION LOCATION SURVEY gill F T W-J '?- S U'iHOLD ZstQtes„ ` o AUG. 3, 2005 sve Y FOUNDATION LOCATION JULY 2-1, 2005 O MAP PREPARED JULY 23, 2003 9 i �4a SCALE: 1"=50' Rbt 0 YdJOB NO. 2003-02,4 FL lo, 6M1ENT MT YdIDYENT Fd1N0 STAKE A SET FDUND L CHIMNEY DWS. Rockeove-010-2003-02"14_foundation-loc i '1 i Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 94, FQs 64IVIs 4 / 631-727-2303 SLff C t@r}7 C�Ipr1 Howard W. Young, Land Surveyor a ,� 0• F// 470re / Thomas C. Wolpert, Professional Engineer • - e NO 's ' / Robert C. Tast, Architect gig Douglas E. Ada sl, Landscape Engineer «` m aYy St'pp C: 0t7 o' / m F y NOTES r 'S/god NOTES //a AREA = 2q 861 SQ. FT. X1 - 0 �p40 14 Fsr .40 l Sul!..`�t1 J ,0 O F "'�7/V/810,; SUBDIVISION MAP "ROCKCOVE E5TATE5" FILED IN THE tp aft n / OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE II, 2001 11Xp6 4? 'zs/� 8'°� o.Fn 'V ea. / AS FILE NO. 10631. Is �p 2 Ot /O No• / `o / 12J `a 'b4J`, ggte^h JsIOt7 / ee z 5URVEYOR'5 CERTIFICATION �1 �,yypW,Y r 3.7 D ° • WE HEREBY CERTIFY TO RICHARD L. VERSA, �£ VIRGINIA T. VESSA, WASHINGTON MUTUAL BANK, FA & FIRST AMERICAN TITLE INSURANCE � g oLe a/c \,,V COMPANY OF NEW YORK THAT THI5 SURVEY WAS $B z8 3 _ IR Tt PREPARED IN ACCORDANCE WITH THE CODE OF E FOR _ g tQ s„ I V! h � � O, \ LAND SURVEYS ADOPTED BY THE NEW � �a `\ d' `\ A550CIATION OF PROFESSIONAL LAND SU ! . �O o � P\ 017 �I'e 77 a st4t � 4t @ „ �st i 8 HOWARD W. YOUN6, NA . L.S. N . 45893 LRVK L DateQ .� Q2 F' � %! SURVEY FOR o 1 .� , ... ,�- - ... • , _ RICHARD L. 1/E55A 4 VIR6INIA T. VE55A be r \ LOT IO "ROCKCOVE E5TATE5" At Greenport, Town of Southoldee dl8 Suffolk County, New Yorke /.2 County Tax Map District 1000 Secea, 33 Block 03 Lot Iq.10 1 6 `k` ve/Fa FINAL 5MVEY � o n , rates„ 1 �e ''i � A 6,^ FINAL SURVEY JUNE 26, 2006 Q 1" c :, Cn ,7 /Vj� La ({� AUS. 8, 2005 leis '�� `�� �� �'� 'Ut' "v im' FOUNDATION LOCATION JULY 2-7, 2005 �r R MAP PREPARED JULY 23, 2003 r 0 SCALE: 1"-50' abK p - WONu T SET - MMUMENT FOUND ® - STAKE SET ♦- STAKE FDuw c - CHWEY IM - ROOF OVER JOB NO. 2006-0284 DWS. Roe-kr-ove—OIO-2003-0214—fa _ 1 4;� _ _ _ _ - II ._ 4 x_ /61'5•.«rv' _A t a Ilk. '{.,1e „g :1 s �., it.' ea ::�f: .T '�k'., -i..' .f ;y,' _ r✓ - f,. ^$,..�,Y,.r•., r,'. . . . ...- a r :• .' ,,, r,.. ,. .. , : , , (.. ,... 6'' • . ., l _-, .;$ . - .. �, ., Ill A" � .,,� . 4y,' + T .. ., ., ' ,r ',. _ .. . , .._ - „- .: .r, , ' '. r '„ r ' . . ' ., r•,. ,,r , ..- t . , :'.. '2,. •' !„ n 'J'.^. , 9 is '� ' + � 4., - .. . .. - .l I - . ..'. . „- � a - "r. ::,, .:- .3.�,. �.: . 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T_8n or-8" 6'-9 t/8" N / ..� • ^\- '• ; \ _ z`Nry ® 6 x 6 WOOD POST r w / / \ - \ -� M rr„'`.w ; 'NEW CONCRETE BLOCK _ aZg 4 —JI Il—� I ''` / \ ,r� '-4•�'--_ ' - WOO EXTSHAKE SIDING, 2 x AI STUDS SPACE, 1(YEK SMOKE DETECTOR OU5EWRAP, HARPMPED ® ' R-19 INSULATION,4 MIL POLY VAPOR BARRIER, ' U7 12,10 �, 2" L IZ" D 12" m 12"0 � � �. 12' C r 1E PPD . 50NOtI� X'NCtI1G :ONOIIL'E SCivbI1D' SCNOfIDG .j _I 5/8" GYPSUM BOARD CARBON MONOXIDE DETECTOR, A 2 - I I J 4 I I' 2"x 6" 5TUD5 30AP O.G. H SID INSUALTION & E DENOTE EGRE55 WINDOW 2 518 GYPSUM DOARD EACH SIDE' O tr _ 'I " 1!8" 5'-81/8"', I j' Ir-Or I -0el I x. 2"x 41'-S7UDS'a 16"O.C. _ L "(KNEE,WAL(.5) it s 0 I4� WATER I ' t• { SOIJOf16E SPN(><IL SCMIOtU3E TD'D YW �6 BEA2M DEEP BEAM DEEh� 6 - � h•; t ' FL00 D Hor LJ Q P A 19 w' r .' I�'I' �' 6' x'5" A-19 " A' 57ROCTRUAL 12"p ' BOILER Til, STEEL TUBE LL `ANOfU� 2 'q' COLUMN I �S 1r 16 ASH S O a PT ' 21 5"x5"x114" J , © r - 5"z5"X1/4" _ �'-I I I 2 L q-O.. 2. N A-26 T R � Y — �I L ._ -..2•WWF. rr � _ ! r� 5 RUCT UAL �r STRUCTRUAL T, (TEAM POCI�T - 12'.0 j r -GFE56-TUBS — ., Oc�a X '.;'A \ N6f1•13-E- j , - ?,-r I"'$ VTR-12"-C —_. J I 1 �I u yL COLUMN I aTCE0E-LU CELLAR TYPICAL 12 I7 5,s 5"x i/4o AM SOCKET 111 - ' _ - ABOVE ® BEAMSTRUCTRUAL �I _ 6 x S - a A'y15 m12 DEEP 1 LOCATIONS —�'L-I� WOOD I 0 s p[ `T 4" CONCRETE SLAB STEEL TUBE POST 6' GRAVEL BASE COLUMN all x 61. w OR FRESH AIR POST AIR INTAKE 5"T, 5" x 1f rWool) SFR�K E BEAM POCKET r —� 5i U t= 8"DEEP'- L LTJ' SERVICE - \� OLUMN 6'-81/2" - .M SINK •� k�l 9'-117/8" •. r a .f ,,x:.., e _ 5 - - 34 ,� I T-OI/2" O1'EWV.L W :. 1 'f ' II I , — ____ - — — WOOD � r. L _J _ I _o POST - '�''_ 20'-01/2" .6 MECHANICAL ROOM - �. NOTE: E PANELS L I I'' I9'-IO. F- 1-- ALL I0IMENSION5 AR;To v i i 5"x 5"x 1142' I -0 I FACE OF WALL. UNLESS srRueTRUAL� I I, NOTED OTHERWISE i g STEEL TUBE 17 COLUMN �-�- -�-� I 24 . '. Z - �'' 3 nA " z 6^ I I A TOP OF FOUNIPATION ELEVATIONS o� I I I I C A-18 MAIN FOUNADTIONN - DATJM EL (0'-0-) _ Lu _ WATER 35 TOP OF 50NOTUBff PIERS - EL (-11 1/2'( D r' TOP OF WALL 0 GiARAGE DOORS - EL. -10•) w ro 8'-0'r c p�,EP 1METER HOU E I I q "' I �`' 70P OF WALL ®GIARAGE DOOR OPENINGS - EL-;G-9'?8 _ I TDP OF WALL @ APREAWELLS • EL. (- 11L1k ')' P GAS 0 5"x 5"x 7/4" ,t •a 5'x 5"x 1/4" ' �METE� tRA - 5TRUCTRUAL COMPACTED FILL STRUCTRUAL STEEL TUBE : . STEEL TUBE „ I I �I Q 6"W12" L - COLUMN 1i I COLUMN — I a BEM f{0 ET I I U ON01 WE r' 3 Orr B I _ 2 10 �2� , 12•x. �„— 12", .— - ONOTUBE - SO12.11 SONO 8E 5 13 -1112" TU ONOTUW TUBE SONOTU5E I �, �. — T-97/8” T•'X /B" 8,1011 ' TOP OF WALL .(EL 4-5'Z) A•2 e 1/2r. - Q 1 JUN 2 0 2��6 �„ , 2 TOP OF FOUNDATION PLAN WALL 70P OF WALL 'A- �� "T - (ECZ-. ,- YX) — _ SCALE: id/4" _'1'-0" _ or oiirr••�uT ' A'a 9lA 21/2' 22'-7 /T' ,' I pESGiZIP710N � - 1 [�RAMNQ;NUtvI SATE 4 ,5 ai 5A' - : y z ��,',{��'- :aa fin' r.: .wlr-� ,a- i. 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KIM J016T LEGEND F_T._RJmGQAT L- - ----4--- 1)Z xA?tL C LILDEF 7-) �Tl DEE lgz��UM bPv 0. & GIRD o/161, L 1 0 Ar? INDICATED NEW POURED CONCRETE STEF G go R if A 5T Z5'5 POST 7D 5 FOOT j '09T P05T POE L x ra, E5 6"x 6" �5 �,j POST 6 -4 XAI�IMIAMIK OMkA�EV V001)GIRDER AS INDICATED x (1) 2" 12' ' P.T.GIRDER `WEVTHF CULTURED TOME EDGE LEDGES �r VENEER BY UWEN55 CORNING 12" P.T. RIM s r 6 x 5"IIIV' STRUCTURAL TUBE COLUMN T-47/1611 IN 1 Z' 4' GONG PAC) Lu 2,x 122' F.T..GIkPE?. -12' NEW CONIC K x a WO,CP POST I I 2x12 PT. OIRDER.- 1 ER 9 1 16" c", ra. 6.1 all 61, 6" K cl. WOOD SHAKE SIDING,1" AIFZ SPACE, TYVEK HOUSFWRAF, HARf SMOKE DETECTOR Q Lj POST POST q: P05T A-2 POST POST 1 P.. ER 5�4�i EXT. PLYWOOD, Z'x 0"STUDIO 0 16"O.C., P-1 INSULATION,4 MIL POLY VAPOR BARRIER, �5 J q q C5 o .9 'CARBON MONOXIDE DETECTOR C3 4 F E515f'GYPSUM,BOARD 12"x 1 P. 5TPI ER 2 r 2" x G"STUDS 0 lro" 0,C,W1 9�19 IN5UALTION & DENOTE EGRESS WINDOW 51al'GYPSUM 60API) EACH E51PE 101L P T i rnrcp AkA t_ WlOxw z K 17 F.1. LtV�ItK DEANM x 17 ------- — Ir 2'x 4"5TIU05 4;161, O.C.OC� G" x 6" P05T (KNEE WALL5) 114�cl" � El -101/2" .6"z6" 6"IN x 12" L 6"W x 12"L x I �D' BEAM POCKET ........ P05T ci POST POST SEAM FOCKF1 12" DEEP Z5 L5 12' DEEP _;7_4' 5 L3 (2) Z'x 12" P.T.GIRDER 13 A-1 TPUA STRUC 'T, TUBE �F STEEL E (2)Z' 12 - 0 R COLUMN�V if Ll 6. x6 -9 1/A` 9�16- 7f12" Z5 L3 P05T - �6 " I E -!- - —I I 114, N d x9 5TFUCTPUAL 5" x F)" x 114�' j 101/2" u STEEL TUBE W 10 x 30 = iTIZUCT9IUAL Wlox WIOX30 c1l.x c", COLUMN STEEL TUBE 0"W x IZ' L COLUMN BEAM POCKEI A-22 Sv POO r "1 12.,F 21 (21 2�F _.T. gl�"E 1 12` DEEP CELLAR -26 0 X30 wl 9'x 5"x 1/4P u A n cl 6f'x 6" POST "?0 7 5TRUCTRUAL f V 5"K 5"x V41 m STEEL TUDE ol�x 6 0 0"W x 1Z'L 5rkUCTRUAL COLUMN 6"CONIC. SLAB 7 " qa POST BEAM POCKET 5TEFLTU51F 6"GRAVEL 3A5E' 6 12" PEEP COLUMN xt a 9 171 0" 0" P05T f f x W 10 60 Vh" U 6"W x 12" L PAC • Sj x u,x 14, BEAM POCKET SINK 5TRUCTPUAL 12" DEEP' STEEL TUBE 6" 6" P05T p _W-6014�' I-JOIOT5 COLUMN 161,O.C., ,WI-6014" -JOISTS 3 3, OTE: L o lei, D.C. MECHANICAL ROOM I A-22 ALL DIMENSIONS ARE TO tUF-L--21 CENTERLINES, UNLESS NOTED OTHEIW5E 5TKUCRUAL 5TEEtL TU13E 1^7 I 3/4i'x I GP-LAM VL`5 COLLUMN WI-60 14" I-JOI6T5 5 1/?�x 14!'GP GW-LAM FLUSH t24/ CC. z < Lu J015T5 WI-00 14 1- p, 6" CONC. SILAS 5"K 5'.x 1/4�' < 5"x EY x 11,Vj G" GRAVEL 5A5E' 5TRUCTRUA�_ D I Ld 5TKUCTRUAL_ _c TOP OF FOUNDATION ELEWATIONS aL POST 14" 1� m _1015TS 'WI-6 POST COLUMN COLUMN 6"W x 1z, L jr STEEL TIJ13E STEEL TU5E TON - DATUM MAIN FOUNAD M EL. (0' oz TOP OF 90NOTUDE Q PIERS - EL I EAM POCKET COMPACTED FILL :z TOP OF WALL 0 GARAGE DOORS - EEL, 10-) f lk� 12" DEEP TOP OF WALL 0 GARAGE DOOR OPENINGS EL v-8 IJZ-) 6"X�v' , 1 - F TOP OF WALL 0 ARFAWEILLS - EL 111/2') f A 1^7 ul A124 lime w 1.15 NOTE, TOP OF STEEL TO ALIGN Wl TOP OF MAIN FOUNDATION d d, EL. (O--Op') DATUM A.2 �41 J�! 2`x 12" P.T.J015TS . f�. ', 2" 1 j F.T.J 91-S (5 S O.C. lb 4,1-6 El 6.1 0.. — 6!x 0" x � x XG U'x 5T POST L FoOl' POST POST PO P05T POST x f f K/ 2 lux, R1446lo-T _L� FRAMING lot; FLOOR, PLAN SCALE: 1/4" 1'-0' C A�221 V R QRAWI LIM J6 _f A55 "IA: rr' 1. G If � I , "I. - !7 (P_- 5ANI.7 U A"Aug W�, &-WPM A IN X712 M FOCKE7T61 6 -CH�- 13Y.- pl� ROCKGOVE ES T ATE 5 f', f ILOT 77- Ly No. bbAS l;mvl, OVEhi ^e F f 77 f ol Ltry y. L GEN Nr rhE STAI� F 'rtef q ANE I?OKI, �`N. 7, -U It -f r , ,�,, 7 , ;, , , ",, �.. �. I ,l�L,' , �, l I I I � ,, ��'11 _,�I�l - "I't, . I I -. I I� � I,��pi; F Ill. l 11111rll.� , , -, l- � , , , , � 11 I � , ,�'L I� �l,, -,�,,l -I,i, t � , - �.,, il - ,i , , i , � 7 I I , 1_�1 , -I , - : I , ,I l,l I-ll I I�11 ii T, , ,t, ` i i Im I n ",I, , ; e. 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I e. ......L " ' I ,�l Q ,� ,�" � � , '; ,p , r , I - __; - , L , :r,�," � - , k . �,, � t . � , � ,F �� ,i , ,, , � 0 ,, ,jt,;, , .14, 1 , , ,, , r �,�g _j - ,, � , ,� i � ,l, ,"", i Aill �� . :� , , I " ,.L-,L., , t�-1,�', 'L. ,�� ,ll� ,�I � L �I,�, 4 It -, " I I ,� ,,I �g, (' "i" � , , ,,. ,""Z , . . I I � ��"i t : 'A . " .� . 1, :, - �� .�� 'I , _Y I -, .� I t. ,_11,11,t4 l",", ,. �, �4�:I ";_�� � _: ..E__ I I 1� 1� I ,�,, , - �1; 11� _� ' .� 4 �: L� ., , ,, � 11,� r-r-,': . �L, 0 LL�;�_, ,i L , - - I I , � _ 'k � t,.� �,,;, "g�,lllt', " � 11 I ,.IT-�'r:,:,' 1 ",l, ,, I. ,j .",� i :,,, , ,�r _, , "i�, _ _;" ,'j,_j, . 't, ,,l ,,tl� , I _ _ _ _ ", , , t� ,L " I � � ,4j,�, ,, � , �'l,t �r,,,, __ ,, , �, � ,'.to �l ,� . � �": ��i.- , ,.1, -I � ,, ,I , ,'6� ,- � t I" , , � ,��� r,��__, ,� , ,,`�i� �,'e, I- , � ,,"t., r � I � - �_ , .L� t, � ,i��,NL I ff, L'��% ..� _� , � � , GENERAL NOTES: 22. CHIMNEY CONSTRUCTION SHALL CONFORM TO CHAPTER 10 AND 18 OF RCNY5. 23. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN TOP OF ANY WINDOW WITHIN 20 FEET, NOR LESS THAN 2 FEET ABOVE THE COMBU5TIB1_E PART OF THE ROOF OR BUILDING WITHIN 10 FEET, BUT SHALL NOT BE 1. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE TOWN OF 50UTHHOLD. LE55THAN 3'-0" ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF AS = ,I 2. A FINAL SURVEY SHALL BE SUBMITTED AT THE COMPLETION OF ALL PROPOSED WORK. PER 81001.6 OF RGNY5. '' "` r. .: 24. ATTICS TO HAVE ACCE65 AND GR055 VENTILATION A5 PER 8806 AND ?807 OF RCNY5. 3. A FIRE UNDERWRITER'S CERTIFICATE MUST BE FILED AT THE COMPLETION OF ALL WORK. 4. CONTRACTOR TO SUBMIT ALL REQUIRED COPIES OF LICENSES, WORKMEN'S COMPENSATION, LIABILITY AND 25. ALL SUPPLY AND EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT DAMPER ATs BUILDING ENVELOPE TO MINIMIZE AI? LEAKAGE. . DISABILITY IN5URANCE FORMS. 26. PROVIDE MINIMUM,75cfm MECHANICAL EXHAUST FROM BATHROOMS AND MINIMUM 150cfm MECHANICAL NONSHAOEOAREASARE 5. THESE PLANS ARE TO MY BVENTILATION IN KITCHEN AREAS, EST KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT TO BE IN COMPLIANCE M% ' ;- `��„ AREAS,FIELD AREAE ARE TO EEE ''t t, •,,-* PO�peon Serong4le WITH THE NYS ENERGY CONSERVATION CODE, LATEST EDITION. 27, PROVIDE COMBUSTION AIR FOR FUEL BURNING EQUIPMENT AS PER CHAPTER 17 OF RCNY5. ' :; r. ', ';- NAILED 012"0a INOT Ni - 6. NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE BUILDING DEPARTMENT HAVING 28. BOILERS AND HOT WATER HEATERS A5 PER CHAPTER 20 AND 28 OF RCNYS. - O x"'.i, �+%�, "+tr,;, . . W)5tt RAFTER TO RIDGE 29. FUEL GAS EQUIPMENT AS PER CHAPTER 24 OF RCNY5; vi JURISDICTION ISSUES A BUILDING PERMIT. 30. PROVIDE CARBON MONOXIDE DETECTOR ON EACH FLOOR AS PER NEW YORK STATE RESIDENTIAL BUILDING z 7. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE AND SHALL CONFORM TO ALL THE CODE. RECOMMENDATIONS AND REQUIREMENTS OF ANY OTHER AUTHORITIES HAVING JURISDICTION. THE 31, PROVIDE SINGLE-STATION SMOKE-OETCTING ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM d CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, TESTS AS PER 8317 OF RCNY5. 32. ALL PIPING TO DRYWELL5 SHALL BE 5DR 35; MIN, 4" DIAMETER. & SURVEYS. 8. THE CONTRACTOR SHALL VERIFY ALL EX15TING CONDITIONS AND DIMENSIONS BEFORE STARTING SHADED AREAS ARE EDGE AREA5, CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY AMBIGUITIES OR DISC?EPANCIES BEFORE CONCRETE NOTES: EDGEAREASARE D BENAILED GS TO5 TO E A IN FROM EDGE. NAILEDN 6706E ' �. PROCEEDING WITH THE WORK, IF ANY QUESTIONS ARI5E BEFO?E OR DURING GON5TRUCTION AS TO THE HAILED e'oc IN EorH EDOEGNDFIELD • r t. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF ACI-301-89 ?izi AREAS, i t < INTENT OR DETAILS OF THE DRAWINGS. THE CONTRACTOR SHALL CALL THE ARCHITECT FOR CLARIFICATION "5PECIFICATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS" . ALL CONCRETE SHALL HAVE A MINIMUM f 1 AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAIL5 TO FOLLOW THE FOLLOWING PROCEDURE, HE SHALL COMPRESSIVE STRESS OF 3,000 psi lW 28 DAYS. ALL REINFORCING STEEL SHALL CONFORM TO A5TM o ASSUME THE RESPONSIBILITY FOR THE CONSEQUENCES OF HI5 ACTIONS AND/OR DECISIONS. A-615 GRADE 60. CEFtTIF10AT10N OFA I ' 9. CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE RESIDENCE AND 2.. ALL FOUNDATIONS SHALL REST ON UNDISTURBED 501E OF AT LEAST 3,000 p5f. BEARING CAPACITY; 5H EATH I NG ATTACH M E NT DIAGRAM M °'°�'°"�-T" NAU,INO &CgNl�E`QTION ,, `' < ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE LEVEL OF BEARING STRATA VERIFIED IN THE FIELD PRIOR TO THE +� BEGINNING OF CONSTRUCTION. FiEQUIIjED + N 10. CONTRACTOR FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF EQUIPMENT, PRODUCTS 3, ALL CONCRETE BLOCK SHALL CONFORM TO ASTM G-90 FOR GRADE "N" UNITS WITH TYPE "M" MORTAR. ALL RAPIER"10 70P PLAT AND SYSTEM EQUIPMENT. MASONRY WORK SHALL CONFORM TO AGI 531-79. PROVIDE DUROWALL TRU55 TYPE REINFORCING EVERYdNsT�tucTiv"�C o ii. NO DRAWINGS SHALL BE SCALED, ONLY WRITTEN DIMEN51ON5 SHALL BE USED. OTHER COURSE. PROVIDE MA50NPY ANCHORS AT 16" O.C. AT ALL COLUMNS, SPANDREL BEAMS, AND ME THE,REQUIREMENTSOFT 12. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIDENTIAL CODE OF NEW LINES OF BRIDGING. dOdES,pFNEWYOAK.STATE z 4. ALL MA50NPY WORK SHALL CONFORM TO 8606, 8607, 8608, 8611 AND 8703 OF RCNY5. COMPLY WITH ALL w YORK STATE;-CHAPTERS 33,34,35,36,37,38,39,40, AND 42. ALONG WITH ALL APPLICABLE LOCAL CODES. z 13. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIDENTIAL CODE OF NEW 5. NO BACKFILL IS TO BE PLACED UNTIL 1St FLOOR DECK IN INSTALLED. z NEW'YQRK STATE,& TOWN�04ES 0 YORK STATE; CHAPTERS 25,2627,28,29,30,31, AND 32. ALONG WITH ALL APPLICABLE LOCAL CODES AND LOCAL STEEL NDTES AS REQUIRED AND CONDITIONS OF END . HEALTH DEPARTMENT REQUIREMENTS. E"� " cur �_SOVIHOLDTOWN q 14. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS. E"GT" ^-- SDUTHOLDTOWNPLANMINQ1p�pp 1. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AI5C SPECIFICATIONS FOR THE y 0 OLD 15, INSULATE ALL PIPING AND DUCTWORK IN ATTIC AND CRAWL SPACE WITH 1" INSULATION ON ALL DUCTS; 1 1/2" DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING.' ALL STEEL SHALL BE A5 TGMTRUS% k^ I, INSULATION ON ALL PIPING; 3/4" INSULATION ON ALL WATER SERVICE SUPPLY PIPING. INDICATED ON DRAWINGS TO BE Fy 36 kSL ALL CONNECTIONS SHALL USE A-325 H5 BOLTS OR E70XX �' -'- NYS pEC r w 16. ALL WINDOWS THAT SERVE A5 EMERGENCY EGRESS MUST COMPLY'WITH 8310 OF RCNYS. WELDS. STEEL JOISTS MANUFACTURERS DESIGN AND'ERECTION SHALL CONFORM TO 5JI SPECIFICATIONS. 17. ALL INSULATION, WHICH IS CAPABLE OF A650RBING WATER, SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL 8E INSTALLED IN SUCH A STRUCTURAL LU M BER: CLEAR I 4 w MANNER THAT PROVIDES.CONTINUITY OF INSULATION AT PLATE LINES, SILL LINES AND CORNERS AS PER . STRUCTURAL LUMB R SHALL BE RATED @ 1450 51. 1 . E p 8320 AND ?808 OF RCNYS. 2!. ALL ENGINEERED LUMBER TO BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. ; a>S 7 18. ALL RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR, SHALL BE DESIGNED TO RE55T LATERAL S 0 3S. DOUBLE HEADERS AND TRIMMERS ARE TO BE INSTALLED AROUND ALL STAIR AND 5KYLIGHT OPENIN&. z IMPACT AT TOP EQUIVALENT TO A MIN. LINEAR LOAD OF 50 IbS. PER FOOT AS PER 8315 AND 8316 OF RCNY5. 4, DOUBLE ALL BEAMS AND JOISTS UNDER PARALLEL PARTITIONS AND AROUND OPENINGS IN FLOOR� r �� 6 �� ¢ 19. TAIR5, DOORS, AND EXITS SHALL COMPLY WITH 8311, 8312, AND 8314 OF RCNY5. AND ROOFS. / LENGTH 20 LAZING IN DOORS, SHOWER STALLS, FIXED PANELS AND BATHTUB ENCLOSURES SHALL COMPLY WITH R308 55, PLYWOOD 5UBFLOORING SHALL BE INSTALLED AS PER 8503 OF RCNY5., 4� II 3 Promde minimum 1" DO NOT PROCEED WITH F RCNYS. 5.ALL ROOF RAFTERS TO BE SECURED WITH HURRICANE CLIPS. �� End distance FRAMING UNTIL SURVEY < 2i. FOAM PLASTIC INSULATION SHALL COMPLY WITH 8318 OF RCNYS. 7'. PROVIDE SIMPSON STRONG TIE J015T HANGERS AT ALL FLUSH HEADER GONDITIONS. / Equal number of F FOUNDATION LOCATION apaeiflEd nails In 5imparn 5tron,yTie AJ5F e- c HAS BEEN APPROVED. each End Sim son 5tron TI z lu CS16 z APPROVED AS NOTED < NAILING SCHEDULE MULTIPLE FLOOR TIE BUILDING CODE NOTES UMBERCERTIFICATICI IM J015TAPPLICATINATE: aTB.P.# W7611L JOINT DE5GRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING -: "REMARKS THE FOLLOWING ARE EXCEPTS OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK O LEAD CONTENT BEFORE G N _OPTION CE T/FICATEC� PANCY FEE: ROOF FRAMING NOTIFY BUILDING DEP RTMENT AT AIW LU RAFTER TO TOP PLATE 706NAILEO (3 8D 3) 101) PER RAFTER SUBJECT TO DAMAGE FROM 765-1802 8 A TO 4 PM FOR THE = 3 8p (3) 10D PER RAFTER GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD SUPPLY SYSTEM CANNOT FOLLOWING INSPECTIONS: CEILING 015TS TO TQP P ATE TOE-NAILED SNOW SPEED DE51GN DESIGN UNDERLAYMENT o 5 16D (5 40D EACH LAP WEATHERING LINE TERMITE DECAY HAZARDS EXCEED 2/10 OF 1%LEAD. 1. FOUNDATION - TWO REQUIRED CEILING 01ST T PARALLEL RAFTER FACE-NAILED ( TOAD (MPH) CATEGORY DEPTH TEMP REQUIRED FOR POURED CONCRETE CEI ING 0157 LOPS QUER PARTITION FAG -NAILED (5) 160 5 40D EACH LAP 2. ROUGH - FRAMING 8 PLUMBING COLLAR TIE TO RAFTER (FACE-NAILED) 3 ) 8D 3 10D PER TIE 3. INSULATION Q2 8D (2) 10D EACH END 120 MODERATE SLIGHT SUFFOLK; A5 PER - RUCTION MUST o BLOCKING TO RAFTER TOE-NAILED ) 45 PC SUFFOLK; C SEVERE 3'-O" YES P MBING BE COMPLE FOR C.O. RIM BOARD TOR RAFTER END-NAILED (2 16P (3) 161) EACH END EXPOSURE:C TO HEAVY TO MODERATE 11 F.E.M.A. ALL PL GING-WASTE A23 ALL CONSTRU ION SHALL MEET THE t BWAT RUNES NEED OPTIONAL REQUIREMENT FTHE CODES OF NEW WALL FRAMING � TESTING EFORE COVERING RTQP-PLATE TO TOP PLATE FACE-NAILED 2) 16D (2) 100 PER FOOT ,9301.2.1.1 DESIGN CRITERIA:AREA LOCATED WHERE WIND 5PEEP5 EQUAL OR EXCEED 110 MILE PER HOUR. DESIGN CRITERIA BASED ON AMERICAN FOREST A14D ^ YORK STATE. OT RESPONSIBLE FOR TOP PLATE AT INTERSECTION FADE AILED 4) 160 (5) 16D JOINT5 - EACH 5IDE PAPER ASSOCIATION (AFBPA)WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND Two-FAMILY DWELLINGS (WFOM) OCCUP NCY OR DE C STRUCTION ERRORS. p STUD TO STUD FACE-NAILED (2) 160 (2) 160 24" O.G., - USE )S NLAWFUL •®I O HEADER TO HEADER FADE-NAILED 16D 16D 16"O.C. ALONG EDGE TOP OR BOTTOM PLA TO STUD END-NAILED (SEE TABLE 3.5A) (SEE TABLE 3,5A) PER STUD _ WITHO T CERTIFICA -® - BOTTOM PLATE TO FLOOR JOIST. BANDJOIET, END J015T (2) 160 (2) 16P PER FOOT ® OF OC UPANCY v . BLOCKING FACE�NAILED a FLOOR FRAMING JOINT TO SILL TOP PLATE OR GIRDER TOE-NAILED (4) 8P (4 IOD PER JOIST TABLE 8301.4 TABLE 9301.2.1.2 li RETAI TER RUNOFF BRIDGING TO 01ST TOE-NAILED (2 8D 2) 10D EACH END MINIMUM UNIFORMLY D15TRIBUTED LIVE LOADS WIND-BORNE DE9RI5.PROTELTION FASTENING SCHEDUU-E Q� a o.,. ANT T SECTION 45.100 - BLOCKING TO 01ST TOE-NAILED (2 8D (4) 10P EACH END (IN POUNDS PER SQUARE FOOT) FOR WOOD STRUCTURAL PANELS •atQF THE TOWN CODE. < BLOCKING TO SILL OR TOP PLATE 70E-NAILED (3) 16D (2) 10D EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED (3) 16D (4) 16D EACH J015T USE LIVE LOAD FASTENER SPACING Z J015T ON LEDGER TO BEAM TOE-NAILED (3 8D (5) 10D PER JOIST EXTERIOR BALCONIES 60 " 4 FOOT 6 FOOT Simpson Strong-Tie "' 3 BAND 01ST TO HOIST END-NAILED ( ) ( DECKS 40 FASTENER PANEL SPAN c PANEL SPAN c PANEL- SPAN MAS -Simpson 5trong-Tle 3 16D 4 16D PER J015T 50 TYPE 5 4 FOOT s 6 FOOT s 8 F(OOT FJAR$( A �a 2 16D (3) 16D PER J015T PA55ENGE VEHI G RAGE5 REQUIRED BAND 01ST TO SILL OR PLATE TOE-NAILED O ATTICS WITHOUT STORAGE 10 2 1/2" #6 ROOF SHEATHING ATTICS WITH STORAGE 20. WOOD SCREWS 16' - t2" s"' FOUNDATION TO PLATE / RIM JOIST FOUNDATION TO PLATE / JM'OD-ZONE.. N STRUCTURAL PANELS F- 7 1/2" DRYWALL SCREWS CEILING SHEATHING SEE DIAGRAM ROAMS OTHER THAN LE IXED STATIONA - r , wool) 51 #B 16" 16" 12"" COMPLY WITH CH RE E "46" u� ATTICS ACCESSED BY A 40- = 30 CREWS OPTION OPTION FLOOD DAMAGE PREVENTION VENTION GYPSUM WALLBOARD ' DRYWALL SCREWS 7" EDGE / 10" FIELD - G GLI C �7 STRUCTURAL PANELS 1 1/2" DRYWALL SCREWS 1 1/2" DRYWALL SCREWS T - ;=PING 410 - -b. FASTENERS ALLBD AT OPP�EP6 ANDA 33 FOOT MNEAN ROOF HEIGHT. - SEE ✓I I ELT A-�L/ WALL SHEATHING 8D 10D SEE DIAGRAM � 5L EPI G 800 S � 30 LE 15-BASED ON-11O mph WIND 6 GYPSUM WALLBOARD EDGE / 10' FIELD 5TAIR5 R55HALL BE 1NST OSING ENDS OF WOOp 5ttRUCTU9Al PANEL.' I'� FOR FLOOR SHEATHING 4,WHERE SCREW AREVIBRATION-RE2d BOX NAl45 TIE VO1A /N DETAIL ARDITIONAL TIE-DOWN GUA DRAI AND HAND ILS - - 2Q0 ESE R COMMON OR DOWN 8D 10D 6" EDGE / 12" FIELD 5 ARE ATTACHED TO MASONRY OR MASONRY/5TUGGA,THEY SHALL BE WITHORAWAL 01MATE STRUCTURAL PANELS 1" OR LE55 10D 16D 6" EDGE / 6" FIELD �� -- � - - ATTACHED UTEAPACITYOF,AAO P¢UNpS,N • - GHOR$HAVING A MIIINIMUM U DETAI L5 STRUCTURAL PANELS GREATER THAN i' T AN REV, DATE DESCRIPTION SE ARch DATE -:,1/19/2005 / DRAWING NUMBER: �� - bl 5A IA�5 - --- - - - e c; ;lOB N0, ij I V�O AJSO� 1 ' < / _' sA ° '� GK r�/ it ARCNITECTSAMP PLANNERS - -- - -- LOT 10OCKCQVE ESTATES ti ,n a ; , DWN BY ' - - - -- i /^ �� // /�{� `� HK DY = AJD 2 PAPK AVENUE MANNA55ET N Y 11030 C 516)365 1294 - - - COV LANE 171�EEN �DI\T_f . � 0prxc'sinfiL00 ` ASNOTED - - - - -- - - -- - - - ROCK , Cq(5: AS NOTED GENERAL NOTES & TIE- DOWN DETAILS BUILDING AREA & FLOOR AREA BREAKDOWN ENERGY CALCULATIONS g% / N BUILDING DE51GN BY MEC COMPLIANCE REPORT / 1 ITEM ACTUAL \ PROPOSED NEW BUILDING AREA 4,190.54 Sq. Ft. TOTAL NEW LOT COVERAGE 4,190.54 Sq. Ft. SEE ATTACHED MEG CHECK CALCULATIONS 1 1 MAXIMUM ALLOWABLE LOT COVERAGE 5,972.41 Say. Ft. 1 PROPOSED LOT COVERAGE 14.0% < 20% OK Lo z NEW lot FLOOR AREA 2,257.07 Sq. Ft. g 2,257.07 Sq. Ft. 1 nW y'0o�e� o TOTAL NEW lot FLOOR AREA 1 �i 65 S � / w GARAGE FLOOR AREA 626. q' Ft. 329.47 Sq. Ft. s COVERED PORCH FLOOR AREA 1 , < SCREENED PORCH FLOOR AREA 162.73 Sq. Ft. A TERRACE FLOOR AREA 814.64 Sq. Ft. I `\� 1 LOT 10 NEW 2nd FLOOR AREA 1,465.11 Sq. Ft. 1 1 \g 1 4 TOTAL NEW 2n 1,465.11 Sq. Ft.FLOOR AREA 9. z N o 5�s PROPOSED TOTAL NEW FLOOR AREA 3,722.18 5q. Ft, 0 1 0 Z W oI 5( 1OR� 1211 - 1 / c9 o lb-(y � ! U W TONY ZONING CALCULATIONS , /z• 1 w1 e�E Q � LOT 51ZE: .69 ACRES 29 862.03 5 . Ft. W00����UNy / W ZONING DISTRICT: R-40 1 g ITEM PERMITTED 1 ACTUAL Lu LOT COVERAGE 20.0% - 5,972.41 Sq. Ft. 14.0% - 4,190.54 59. Ft. 1ytORY � 'F\NSo l3k5/j GROSS FLOOR AREA NOT REQUIRED 3,722.18 5q. Ft. �y, �� '� l i�l l l ; : Eti', r I e'•6' Q FRONT YARD SETBACK MINIMUM 50.0' 53.17' - LU REAR YARD 5ET13ACK MINIMUM 50.0' 113.33' gg couE�`cr° w SIDE YARD 1 SETBACK MINIMUM 15.0' 18.00' R] z SIDE YARD 2 SETBACK MINIMUM 15.0' 22.83' 23 e MINIMU AGGR. SIDE YARDS MINIMUM 35.0' 40.83' nor BUILDING HEIGHT MAXIMUM 35.0' 32'-4" TO HIGHEST RIDGE 0 1 Z O SEE FLOOR AREA BREAKDOWN r ko \ F � SFr CJ m , 1 111 Z 1 PRYWELL CALCULATIONS CALCULATED ON 2" RAINFALL/ 24hre - ro3 1 _ 0• t2 00 1 . ., r0 ROOF AREAS AREA #1 AREA #2 AREA # AREA #4 1,003.25 5q. Ft. 3,290.32 Sq. Ft. 50.00 Sq. Ft. 2,705.00 Sq. Ft. AREA #1 1,003.25 Sq. Ft. x .17 (2")= 170.55 Cu. Ft. WATER CAPACITY OF 10'-0" DIA. BY 4'-0" DEEP = 273.70 Cu. Ft. ` L' k0 ' / / c CAPACITY OF 10'-0" DIA. 50LID WALL DOME = 108.70 Cu. Ft. �`` O• S L= 162 49 iZ- 6 u USE (2) SECTIONS- 10'-0" DIA BY 4'-0" DEEP & (1) 10'-0" DIA. SOLID WALL DOME 4 O 600 , 00 00 1 ��A I IS TOTAL DRYWELL #1 CAPACITY = 656.10 Cu. Ft. Z O F0 G K G OVA I v o v l w AREA #2 3,290.32 Sq. Ft. x .17 (2")= 559.35 Cu. Ft. WATER CAPACITY OF 10'-0" DIA. BY 4'-0" DEEP = 273.70 Cu. Ft. w CAPACITY OF 10-0" DIA. SOLID WALL DOME = 108.70 Cu. Ft. p USE (4) SECTIONS- 10'-0" DIA. BY 4'-0" DEEP & (2) 10'-0" DIA, SOLID WALL DOMES d TOTAL DRYWELL #2 CAPACITY = 1,312.20 Cu. Ft. w AREA #3 50.00 5 Ft. x .17 (2")= 8.5 Cu. Ft. WATER O LU CAPACITY OF 8'-0" DIA. BY 4'-0" DEEP = 168.90 Cu. Ft. CAPACITY OF 8'-0" DIA. SOLID WALL DOME = 54.20 Cu. Ft. USE (1) SECTION- 8'-0" DIA BY 4'-0" DEEP & (1) 10'-0" DIA. SOLID WALL DOME z TOTAL DRYWELL #3 CAPACITY = 223.10 Cu. Ft. 3 AREA #4 2,705.00 Sq. Ft. x .17 (2")= 459,85 Cu. Ft. WATER 1 CAPACITY OF 10'-0" DIA. BY 4'-0" DEEP = 273.70 Cu. Ft. O Lu CAPACITY OF 10'-0" DIA. SOLID WALL DOME = 108.70 Cu. Ft. w USE (2) SECTIONS- 10'-0" DIA BY 4'-0" DEEP & (1) 10'-0" DIA. SOLID WALL DOME TOTAL DRYWELL #4 CAPACITY = 656.10 Cu. Ft. 015TRICT: 1000 SECTION: 33 SITE PLAN BLOCK: 03 LOT: 19,10 SCALE: 1"= 20` i� DATE: REV. DATE DESCRIPTION " i%19/2005 D( AYVING NUMBER: nA,c, JOB NO; bl SANTO �550C1A 5 V 1 - LOT 10 C� ROGKCOYE ESTATES OWN BY, GK AP.LNI1PCf5 AND pLANNPRS - -- - 0 a a LOQR AJD �� . r - -� -- - - - -- - - 0. CHK BYe AS NOTED 294'. 2pAK(rAVPNLE SPT, N.Y. IIO'�O (516)36y-I - -- - -- ROCKGOVE LANE GIREENPORT, N .Y.. E84 F SITE PLAN & GENERAL INFORMATION ---� -_-�- - - SCALE; AS NOTED N JAL Ul z giSEi 0/ T \ PR05EB c RY i i --� - REREFRY - N 1 M1N\i 0-0'— \ , I M\N\ 6 / LOT 10 \\ U 1 Q I DRYWELL #2 (2) 10'-0" DIA x 4"-0" DEEP I wl SOLID WALL DOME — L #1 I It a ^ DRYWELL #3 LL— TO- DIA x 4-0' DEEP w/ ..a' SOR �\ LOT 10 Q 50L WALL DOt.�E 10 8 �� \" 8'-0" DIA x W-0" DEEP w/ v,"' SOLID WALL DOMEdt I II \o 34.0' cv'C CD w 34.0' 1 :. M N mI CE '951 , I A 1„ N N I hzanR STORY "34. N C) �\o c�-0 0 o eM5HE0F5 9 "� 11 �I , '�- F�pOR�RA\N ' 4 J 1I3.I34.0' E �� o OM svy�OM / I I tJ' I I ,y ySO.000 O 1 �c,I ePaH , ,}gHPKE G\NG / 6"TREN\L I > 5P° o $RvK>r 5°\NG 1 / .W000 E��\N \ �I e, bNEO 9 0005N AWG VT` DRAIY \ W N , J' " 34. 1xr' �,g, , - 0 Gp,RP�B Gh 34,5. J EV I oz Z ` 0 G L. DOME MODEL NK W/ACCE5 CO - �1� I 'I IN � \ MINIMU y W CN 5TONE WALKWA ��, � k�y CAq Q Z \ J TO BE SELECTED z2 3 l J 4 J Z I a^ �� P3 7 '- 13nby A \ 11 I I BELGIAN BLOCK r � U) LEEG OL 4: RE 1 CRUSHED STONE rj \ LEEL G POOL + D E 1 ,r \ \ 11 _ end and DRIVEWAY - - rot =1 O 1 6t 0 )K 00 N <I __6:, 15 C 35]_ — 1 X20 00 + a , �42 0 DRAIN NCH \\ SOLID WALL DOME E w/ a3 of \ `` + _,a DATUM �' ml ELEC IdAL 8 " BELGIAN BLOCK t2 OO PAVING & CURBCUT i NO I 655 S 5� , L= 162 .�h9' I2= k0 / O 600 . 00 c 600 . (00 65• / CABLE TELEPHONE o • OOH R= O SV9 IC ,��0V� L- N SERVICE SERVICE �,�GKGOYE LANA _� 5V9 5Y9 --f'�'iY7 SVOJ evo - 5p � 5V9 — _ _ — ___ —__1_ _ _. _ __ __ _ V— —1 - --N —A —� < O W A E 0 LU LU Lu F 7 . . " . UTILITIES SITE PLAN LANDSCAPING SITE PLAN SCALE: 1"= 20' - - SCALE: I% 20' REV. DATE DESGRIPiION DATE: 1/19/2005 �jQ 4/ /' DRAWfNC�'NI�MBfR• No JOD - DO BY -.,, PK _ --{ --- - -- -- -- LOT IO ^ LOlKIOY _LTITJ CHK AJD 2p � ANLAE----- O -- f2OCKCOVE LANE GENON.Y. ry�;� kl � - - {4: . .. E STPit'� - li. FLdO(� A$.NOTED SCALE A9.NOTED ��� L - 3 t ' -, ', 611 '611 4, IMa ?',9 •. y,3-+' L 11 I 'll 15-09/4 " 611 IL 4, 1011 LEGEND • '. -._• y x it, . N EW POURED CONCRETE _ F IAT7ERDPEWROzOD GIN1 , 411 ;- - : iti xew Nmv _ R(tlChEfT�E�Dy5 } ,•' >b + ". nJi�»' '+g o_ - /� , �� a" FIELDSTONE VENEER (TO 8E SELECTED BY OWNER) _ - .: �'., . �1's. y,•. a 4 1O _ -� 6 x5 #7J4''"9TRUCil1RA4 TU6';=CI, .T1♦j1N +* ' �` 3.4 • - '- 'r a _ 'O' '," ''"' ✓''r NEW CONCRETE BLOCK ® 8 x:6 V�QAP P05T �4 a — I COMPACTED FILL WOOD SHAKE SIDING, 1'AIR SPACE,TYVEK HOUSEWRAP, �, HARDWIRED 6h1015E AE;ECTOK _ aS �''� ('- "5 3141 EXT. PLYWOOD,2 x 6' STUDS 0 16 O.C., N - ! '•' 1 :, _ - _ T_ R-19 INSULATION, 4 MIL POLY VAPOR BARRIER, t 'x _ _ — — — h� ,6_p1 2 105 8 I - ' _ _ `" 5/8" GYPSUM 80ARD CAR N'MON♦,OXIDE DE7`ECTOR ,1 - g11 - ,t^ . ; '•F _ _ _ __ RN(7tFEGRFS6 2O I ./ c - 6/8 GYPSUM 80ARD EACH SIDE IN5UALTION dt 17 U 4' D • I 8 n a; • (: i,� ,y, "` 2"x 41' 5TUDS ®116" O.C. rl '• :n U e•-85/q" 4 25'-O" - - - ✓ .,1 +� 4' 1/21. 811 �• - , I a (KNEE WALLS))LS) _ c 1ky �xi . i 10 1 /• ' m J FONG TO ALIGN It ¢QQ — — E — - - - - - - - - - - - - - - CATP ! � GN W/ WALL®THI6 L0 ON P p 1 I 'kill 0 . I -03/a.1 -� .51 I I— FLOO DF [1 L 6. za TO D YW BEAM POCKET BEAM POCKET DEEP HOT ! • ' . 11-4 WATER 1 ® F {- 1 . „ Z B "< TI 1 5TRUCTRUAL ' STEEL TUBE O ou COMPACTED FI L '' BOILER i,- COLUMN — I .• ASH 2 Q 1'; O 9 8 o PIT M — — — — — — .-I—' "1-' = 21 _ 6"x5"x11a' 5"x5"x1/4" — — — — — -I `� 6 WW�•2 L x' c A 6 6TRUGTRUAL �--- STPUCTRUAL lz BEAM POCKET I n. 3 6" t —SIE66SUBfc— -t T 11.63/9" I + - — COLUMN COLUMN - o eEAocK r GELLAR III CFL-1 TYPICAL 12" SOFFIT 5"x 6"x 1/4° 6'x c'.. e ` „� ABOVE 0 BEAM 5TRUCTRUAL WOOD 1 :' d w •-.- I, n 4" CONCRET95LAB POST is e+" 1k1J LOCATIONS STEEL TUBE I � 9 q11 oL I 'i 6" GRAVEL BASE I I COLUMN T " 8 6� ® I 111 WOOD I SERVICE �I a - • ; P 56 WOOD m SINK O Z - 9 12' x 121 GAILY. DUCTS _ � - } FOR FRESH AIR INTAKE 5"x 5"x 7/ " —6_JdLx 12� s TY, '• STRUCTR BEAM POCKET � siOLu N tom - T2 DEP L 4 - - - - - p - p�1 q, I A-24 III = M . ! ,•',:, 5ERVICE �' ' Z _ e -10 /4" 8'•111/8" :r .,. ♦ } A:} 'i :, ' . ,.,,);-.�. , 61,106 N 6 4 r SINK WOOD Z P06T - S Z- Lr MECHANICAL ROOM I 1 I I NOTE: FL-2 �� 65/4" I �` A ALL DIMENSIONS ARE TO 3'-love" FACE OF WALL, UNLE55 _ - ELECTRICAL P PANELS m ' ` I,-01 I NOTED OTHERWISE I 5"x 5' x 1/a" " U STRUCTRUAL� 4L A-2 ® STEEL TUBE IIJ COLUMNi I I Z uTOP OF m A 12'-6" II I I r I © A-A18 MAIN FOUNDATION PAT EL,ELEVATIONS IONS -18 I I I TOP OF TERRACE d PORCH - EL (+51/2 ) Lu TOP OF WALL® GARAGE DOORS, - EL. ( 10") 4 ro co e- r TOP OF WALL ® GARAGE DOOR OPENINGS - EL (- 1'-8 1/2") M I WATER 35 5"x 5"x 7/a" I TOP OF WALL ® AREAWELL5 - EL. (- 11 1/2") s ,o m METER 4` 5"x 5"x 114 la ' %y �y TE HOU E — •` I I o STEELTTRUBE I �' COMPACTED FILL 5TEELTUBE H COMPACTED I �J rRA COLUMN I ` ILI FILL o, 6'W�j 12 L COLUMN O — J BEM ROGKEi ' I Z yy e . t. DDD F . - e q.. t•. - EP W Lu7 777 , •, I �- 0 . .,. ; fir,.. : ....4. N } a ,C I g1i I nza . i tU I � - - - _ _ _ - - cu K Q• I - a k - Q 1611 COMPACTED 9LL -0° o^ 1'-21/2" 11 -01. = 6'-51/61 = 6'-51/811 _ — 11'10" 6— ( / _ 6 6 A3 A ' IN4� JIM L - 1 LU JU.44,44 4;444446, W P k a.1J, 2OUINDATION PLAN - - - - - SCALE:: 114I' = 1'-0'! R3 r v a'I. -2 /422'-11/2" ' rr,r rpt* . REV. DATE DESCRIPTION DATEi 1/19/2005 , = s" ' 9m 3 j7 `(p1I�, _ ♦ �A�c P^RC T V, . 1 4 ?�, i �t JOB NO -TREA4E55A e — -- -- - -- 'OWN BY: : 6K AROil115L`L!NJ PLANt l t 5; fi 1.�k'}r r -'1, -- -- ----- - -- - LOT 10 C@ 120CKGOYE ESTATESN� f: a GNKBYI ' AID 2PPKKAI�W � Na1# p, L516�3b294 .. �y�H e�e >°a - - �� �'� 1 J-, t ', ' r?{4114 ll � :> •v1 F, ° px . FLOOR: AS NOTED (� OV LANE GRErENPORN I, N .Y. �E=.x,� ( 7N - - --- - - - - ROC KCIJ Y $GALE: AS NOTED . 1 ALO PL �" „� If 7 1 PUf �`#t fix} PI IT A-2 , , r' ' LEGEND -LL _ - - IT s a, - - NEW POURED CONCRETE —F.1Q Ir➢P.'.._ STEEL f41kDEk�S INCi!tOAIEC 1 r "Tr r.-;'u F, FF r Mme•xe llz or-Ung th 4 - L,AMINAi'SD WDOD GIkU_Ek HS I�IDICAYE'D � - A-24 4" FIELDSTONE VENEER AS (TO BE SELECTED BY OWNER) - J ,' r; Y .:w� W m uwi ❑ - 5 x 5 1/¢"STRUCTURAL 7U.f3 rr0411, UMN z Sm � , Z COMPACTED FILL am NEW CONCR44 ETE BLOCK ® ,�x S,WOOG POST 4 .. WOOD SHAKE SIDING, 1" AIR SPACE, TYVEK HOUSEWRAP, �. HAROM ED SMOKEdE`�ECTOR �+{ w � 314" EXT. PLYWOOD, 2"x 6" 5TUDS 0 16" O.C., m < R-19 INSULATION,4 MIL POLY VAPOR BARRIER, `c U m m ® ® CARBON MONOXIDE DETECTOR 5/8" GYPSUM BOARD < U R z 4 g n 2 m A 2" x 6" 5TUDS W 16" O,C. Wl R-19 IN5UALTION & © DENOTE, EGRESS PAN'DOW m o 518" GYPSUM BOARD EACH SIDE o -IF WlOx30 e x 6" 6"x 6" POST F 2"x 4" 5TUD6 0 16" O.C. P057 (KNEE WALLS) ' z in POST P05T POST r r BEAM POCKET BE W x 12 L Ox F Q 3 N N AM POCKET ^ 0 m o o 12" DEEP g u 12" DEEP 3 o u - O ?o �1 _ o _o A-18 F- A-19 ip :t C9 5"x 5"x 114" ifl Z 5 <io a �,/,� o L A 2 6 x 6 ®1 / ® StRULTRUAL % , IT I STEEL TUBE ® POST , 6"GONG. SLAB 5 COLUMN 3 "" p 6" GRAVEL BASE' - COMPACTED FIL�Lu _ 'x1/4" 5"x5"x1/4: ' ,x 7RUAL W 10 x 30 _ RULTRi iAI W 10 x 30 _ W 10x30 _ h 00 TUBE - STEEL TUBE To 6 W x 12" L 1 1 COLUMN COLUMN BEAM POCKET CELLAR 12 DEEP Q _ re, POST N m lit W 10 x 30 CFL-1 r i 5"x 5"x 114" N tU1 - o u - i Q u 5TRUCTRUAL o w x - 6"x 6" J 5"x 5"x 1/4" c ox c 5TEEL TUBE a� 6 6" POST 6"W x 12" L 5TRUCTRUAL OL P05T --c7 _ ^ - ^p COLUMN ® 6"GONG. SLAB . d m BEAM POCKET = STEEL TUBE ® 3 Q, _ 6"GRA r 12" DEEP w COLUMN - w ltl d 8'-101/9" p - - fL1 b 3/8" -. r 6"x 6" POST - W10x3 W10x30 18 - 6"Wx12'' L ?(: A-24 SERVICE 5"XS,x 1/4" BEAM POCKET - - Cl 51NK 5TRUCTRUAL 12" DEEP - 1 Z - 51¢ TUBE 6"x 6"P05T - " - ¢ ,WI-6014" I-JO15TS GOLUMN 0 16" O.C. Lu Lu _ Z WI-6014" I-JO15T5 5 ®16" O.C. N TE: MECHANICAL ROOM �S FL-z A ALL DIMENSIONS APE TO U) 5" K 5"m 1/4" CENTERLINE5, UNLE55 STRuaFRUAL NOTED OTHERWISE _ U,1 1 5TEEL TfUBE F A 22 (2 1 3) /4"x 14" GP-LAM L'S COLUMdN 17 - Z �lr- 5 1/2"x 14" GP GLU-LAM FLUSH WIWI-601 A-24 V ' FLUSH &,16" O.C. A m -J015T$ - Lu WI ®116' mm _ x T , 6" CONC. SLAB 5 x 5"x 1/4" ` COMPACTED 6"x 6" \ 0 5 x 5 x 1/4' 6"GRAVEL 8A5E V' ' -- FILL z POST a - 5TRUCTRUAL 5TRUCTRUAL TOP OF FOUNDATION ELEVATION5 s ,WI-60141-J015T5 cv 6"x 6" v STEEL TUBE MAIN FOIJNA91ION - DATUM EL, (0'-O") - - ® 16"O.C. c, - 5TEEL TUBE N POST - I COLUMN COLUMN - - EAM POCKET TOP OF TERRACE& PORCH - EL. (+511/2")V 12" DEEP COMPACTED FILL a TOP OF WALL ® GARAGE DOORS - EL_ (- 10") 6"x 6" U TOP OF YJALL-0 GARAGE DOOR OPENINGS - EL. } P05T TOP OF WALL 6✓t AREAWELLS - EL. (-177 1/2'� - - 17 m n-P4 15 ISA m w TOP OF STEEL 70 ALIGN A•24 u w 4 . g W/TOP OF MAIN FOUNDATION !I d S A-22 m DATUM EL, (0'-9) - ,i)-r W' 9� COMPACTED FILL o� w , N 6::x6:: 6:,x6:: 6.:z6.. 6.:x6.. 6.. x6.. �� 61,x 6:: x6:: r" t POST POST P05T POST POST POST P05T 3 1 _ a ,- ❑ A,2 lot FLOOR FRAMING PLAN 6GALE: 1/4" = 1'-O" � a DATE: . 1/19/2005 r DYAWIN( NiGltvf� ' "2f , REV. DATE DESCRIPTION �+ JOB NO: DWN t S F BY: 6K A ' RGMI'f�CfS ANO�l>Fh1�� _..... CHK BY, AJD 3 I --- — -- Nt?3b5� 4 I I -- — LOT 10 9 ROCKCOVE ; ESTATES �p q�Nl� �> � Ii030 c�� " � � ' -- ---- -- +_ 3„� o. a"° ., FLQOR: AB NOTED � I ROCKCOVE - LANE GREENFORT N.Y. ���s�a°° � Y. � A I -- — { �LOi� I r �__�_ SCALE: AB NOTED ".a , TV 11 IF It - it a . I, 9 A-2 sfi�r ' - /e w TV LEGEND I IT ASF 7� NEW POURED'CONCRETE ' ~LNE 6 - •;," _ ___. GURnSf „y:_ -STEEL GIRDER ASUNQIFiA7EP x pq«f _ •� -' f� NL it �' 9/8” � 5-07/8" -N- . . 13H C94Z_4/-LFMiY„L 6' y' 12'-B" LAhiINAYED WOOP:GIRDEN:n8 INDICATEQ t 0 a� . ,' 4" FIELDSTONE VENEER J _ 14 p A^\ �B, �{r. - ./ � (TO BE SELECTED BY OWNER) 5'k'6 TiN STRUGTUI2/1L TUE'COLUMN TERRACE pq\ 10 10 �6„ ^x�".i rte- ..� NEW CONCRETE BLOCK 6 k,&WOOD POST z' '# 1FL-18 - :. \ - �+ WOOD SHAKE SIDING,1" AIR SPACE,TYVEK HOU5EWRAP, HkRDWIRED SMOKE DETECTORCIL, ,' }+F` - { AREAWELL Q �� R-19 INSULATION,4 MIL POLY VAPOR BARRIER, i, {{I iii: J LQ fi61y All I N Q \ ® CARBON MONOXIDE PETECTOR - G GRATE p 10 x SIB"GYPSUM BOARD 25 BRE KFAST ROOM ® R _ 14.83/9 PITCH 3" DIA- L DER 25 2 x 6" STUDS a+ 16' O.C.W/ R-19 IN5UALnON & � DENOTE EGRESS WINDOW � - + Z F R E-- 4 3" DIA. LEADE 1FL-12 TO DRYt - . '" t x r. O _ q-yr 5/8" GYPSUM BOARD EACH SIDE k p[ 6"x 6' A-22 TO DRYWELL = , 6"x 6" - - < P05I c - �yY? 10" IO" 91/2" 15'-6.. P05T c - "'Il _ 101/8" 3" DIA. LEADER 16 O.C, - -: 61i06DRYWELL r 2"x 4' 6TUDS 0 x � �t KNEE WALLS I ` 20 0 0 16 6 P05T W 18 \ 18 6'-05/8" 4'-5v9" �a Dw i ti iv 3 I r , < POST 20 O O - POST L 3-93/8'1 / Q �— - c X65/4° 9,_6.. P_2,.W • 27 27 �� U _ 6"x 6" 8'-55/8" 9'-10" A'-10" Nf e Ae �vSHr 26 4 _ LIE III LAUNDRY ROOM A-19 A-19 ball FRE5H IR 55{8" 1FL-15 G 5 11a S r Z A POST INTAKE ®® II; LIE w1� /aanaC..� - f!) _. 9" ll 33 � /�� F' n z SCREEN PORCH _ O I'-0"i0 < GAS i�"i - - L W GEN�Efd.INE CP 28 1FL-17 y o x LINE �,i� '-51/A' ®® ITCHEN E% 5T PQwD a SKS�� s i s�1$ co uwus N 4 FAMILY ROOM 22 FL-10 KITCHEN 1FL-tam ,= 8 t = P05T 1FL-it A c THESE R NLY yt, °4 A 26 6 x 6 QI 2 CEILING HEIGHT TO BE u - O A-23 O Q PITCH m 6"x 6' - I ,• g ARCH 3" DIA. LEADER rr yr P05T it I REF. 1 ! TO DRYWELL I I p 3" DIA. LEADER \ e _ ALL DIMENSIONS ARE 70 �'-0„ o 25/8" 3 0" ourpoo NOTE: >;T. O " TO DRYWELL POST - I —� ¢ eQL 6 5T P FNT3 Y 6 2 ro D Ri N FACE OF WALL, UNLE55 6'x Gl ��/ _ I ' 6;/q" 63/x" 63/4" a 63/9' � � NOT-ED OTHERWISE 6 x 6' W LINE OF VAULTED CEILING �!l P05T y.0�. 4'-31/2" 9'-31/2" "4'-31/2" 6"x 6" - II W 11 !I 7..0.. _ - -- 61�x DL — GA! . 4 r. — — POST 'u ARCH --- 0 EN .., - 24 ARCH __ Fr I -- w ! �II _ _ a — -- Z 6'x6 I,� - - -- - - - - - 3" DIA. LEADER r POST SII _ _ TO DRYWELL _ t _AR_CH 1FL- - --.— GALLERY Ro 3 p GUEST ROOM I r^ - �l I�� b O PITS I 'i 5 O z ill x,. 15'-71/8" 6 z I/8" I/8" IL' II TO DRYWELDRAIN _ A_2 .a, - - +• 5 , — 7 u VAULIED CEILIN 5'-51/4" LINE � \ U R � ,IIITV qrT , III I I ALIGN ARCH Ill 3" c I I U �� 24 Vi F 3" DIA. LEADER _ - -r - I I li, PITr CH U TO DRYWELL �I I Q CANING ROOM A-23 :o 418 ,i Fly .A 6.. I' F P0. 33 ` I � � 5- 15 O = e ENTRY HALL FL- < Vl ROOM = FL-z e'x 5 x 14" n .� CONCRETE I ' 5tRUCTRUAL III v tJ1 O SLAB 7 "I 1FL-6 '- 36 `� STEEL TUBE n _ DRIVEWAY { A-23 r CLOSET COLUMN - 1 J < 4 65/4" 6'-IOI/2" 63/9" - < (CRUSHED STONE) AIC #1 A/C #2 Ill' 7 —ii' `� iFL-7 -I 7 ?`I 2 1/2 GAR GARAGE STEEL TUBE O kk - .-� to 7•-O., 1FL-16 0 1 - _ Q"X 5"x 114" - ❑J � � =1� li—'= STRUCTRUAL F- N -- Co So 3'-6 5,-bn I. . 6 x6' COLUMN Z O 6.,x 6.. POST CL 36 30 III �g 14 OB -- 24 O CL CEILING HEIGHT TO 8E . 1FL-3 POST T p2 — "THI AO LY ! I'-2"IMDE 22 22 Q15 pRQE PIT I Lam— I' _ q-P4 I iv = 4 �� _ � PITCH j al`9F OF COVERED PORCH I'-ova" 2'_51' 2'-s° ova° o" o" e 6•.g.� 6 .eI Iir f°D AS NOTEfI MFT APPF V CCLOMNS I IO 1FL-i OL 10.. r, ._ I, < 6.,x6.. 6,.x oil x6.. n 6nx6.. 5 -lV 17/8" 10'-33/k" 5-17/8 it 71. P 6T P05t „-FEE B — _ P05T — — POST _ — _ — — — . 13 13 I� - _ _NOTIFY, NOTI Y, BBILD11% D4Pf PiQ` 'f HE r '., A-22 43"x 6,. — — — — — — — — � �- - - �� l ,1. F0 NDATOf�PETWO FIEdU1RED pPOST ^ o w o 61.x 6 2; R U�iH U F.RAMfNGOd Pl,(lMBING d"i W S O F' 5 0 POST 3" DIA. LEADER - - - A ti- - - - A- 3" DIA. LEADER VV-- _Q TO ELL AZ TO DRYWELL _ ' - BECQMPEERE FO(i�C O„ M -r ' 1er� r ALL GDN°TRITlON SHQL�p:MEET THE , 5 WALKWAY q FLAN ^ 1 .RRQUI9F-�'1I S 4FTkiEE00'ESOFNEW i+ Erl ISti FLOOR FLIlIV h YOPKSTATEINOTPES��NS1,8rLE"FQ9, ``''c �4r 10" SCALE; 1/4" = 1,-0" _ l}ESIpNfpA OCENSS�44'PIO ' ERF,�OI3S' - yy��.8 . a I TV 9 Vp DATE:' 1/19/2006 r dRiYtl�ItkK4F ` s �' t`5` v ; DATE DE5CRI PTIDN - - - �Eaflo a ,, r r` 15AN �I REV p { ,o:.a a JOB NO. ° V J - - .� n xi ' '.DWN BY: 6K ,'; A�IfEGt�N�p�FtwS, r " it r� i r Iri� — --- CHK BY: flJD 2 PAFK PVf1l t J>Y Il tll6�"bs� QCKCOVE E5TA --- - --- — — LOT10 TES �O 1lO - �. , _ �a enJ 4•a" .-. . _ eti, s ' t4 .f kF r ` 1T 'µ �n♦3 yE{�il�,".: � o FLOOR: AS NOTED r —; — ----- ANE G12EEN 'OIZT, N .Y, �EsrA, t�A4T. ROCKCOVE SCALE: AS NOTED . ' a m �.r <" r - - _ . . - , _ a 'S ,v -rC aY�, ;" Y r i ''✓E ' ,� 1, Yra+, { h� k A-21 A-2 _ i _ - i l t I n ✓ � I��I d '11 `{.. �+ 14 17 LEGEND V LEGEN U - a '_ T J - _ NEW POURED CONCRETE ,..--_ 6J4YIIL+..,..,.` BTEEL-¢IRpER.4,5 x4 + K ^ Iff�jj *' FIELDSTONE VENEER CAMINi1FR,p 1y071��aIROEt; JWDI 1}T TS r aq-t4 3 Y' (TO 5E SELECTED 5Y OWNER) TERRACE 'I.,. 5f r i rtl3Fe ' y° Z ❑, 5 %5 Y/4' STRUCTURAL t'U5E IGOLUMW ZII «' " < TYP. LVL'6 o ci < TYP. LVL'S y; ' r - , rr�ry� ., ,. FLUSH z =o z FLUSH v--}';r:.' 4T'� NEW CONCRETE BLOCK 6K6 WOOD P051' , c' ° }T'>✓ A GRATE LL `� x WOOD SHAKE® a x—� -- 3/4" EXi. PLWJOOD,2�'1% 6" STUDS ® 6 0. RR SPACE,TYYEK-19 .: p - HAkRWIRED SMt1kE D C70R_,,, rix V'' d=" . rf�F��01 �I �I R-19 INSULATION,4 MIL POLY VAPOR 6ARRIER, Z R 4 2'-I I/ O - 20 —_--- CAR80N MO WIN A 22 N ev A- ® e 1 < I'-O" 5' BI/8° 5'-81/8" I'-51/e" oil ® ® 5/8 GYPSUM BOARD - WROVJ Lf{QX GGI BREAKFAST R00 x 6" n � iFL-12 POST m 2 x 6' STUDS ® 16' OC, W/ R-19 INOUALTION & - DENOTE EGRESS' y b 6" 6" P 5T ( _ — 5 1/2 4-'-GR G6U-tAM fKI FF} _—— , A xq 5/8 GYPSUM BOARD EACH SIDE 1¢ K 65. 51/2" ' -LAMS — P x 6° POST — SRI DW - UNDRYLROOM ¢ < — — POST m (KNEE WALLS) LA51016" O.C. - k4- = POST 6"x 6, `\ 5 m POSE B I s I Z5 H ` ®® b IT. _2 Z 6"x611 ®® rr 1 . 3 � 05 13)LU POST SCREEN PORCH ® m ® - N � ' zSD O iFL-17 0 a�i < LLa A-22 FAMILY ROOM =� �® x PQWDER Lu I ,2"x 8" CEILING JOISTS 22 °?' 1FL-10 KITCHEN 19 —1 ROOM ® 16"O.C. xl -26 0® 6"z 6" F, _ fillPST -23 s Olf 3 > F- - x F05T to REF. 1/2"x 14" GP G -LAM _ 1/2"x 14"G - 6ff 05T - ' F 5 PAN 'RIr 2' II/2 g � LL m N x6" FN MOTE: TOO LINE OF VAULTED CEILINGS 6"x 6" 6"z 6" x g' o P05T �h SHQWER ALL DIMEN5QN5 ARE TO POST Posr osT r CENTERLINES, UNLE55 ; r m _ - - — — - it NOTED OTHERWISE Sd u oi9 N R M GALLERYoff iFL-9 ��® POST - ,xl;-. i r7'g / fill , x /4i x-}4u6P-L A-2 - r s y�;4.4,fi.:'. ppN L GUEST ROOM z LINE OF VAULTED CEILINGS — — — — !' a 4t3 u ,WI Y - A-22 _ s ' "r60 14" I-J01575 .WI-6014" I-1 i 14_6P L I ® 16"O.C. ® 16" O.C. N TYP. F_ —Ftt15H— } u 10 - A u 10" CEILING JOISTS A-23 = I DINING RQOM A { ? s'i 3 5 BA a 16" R.c. ENTRY HALL 1FL- A-t8 ' ROOM iFL-22'-95/8fl uQ IFL-6 A 24 A z3 GL05ET e'x 5' x 1/a' DRIVEIWAY 8" CEILING J _ 6"x 6" _ — W 18 x 35 ® 16" O.C. 1FL POST 5TRUCTRUAL �- STEEL TUBEQQQ COLUMN 5"x5"x1/4" _ = STRUCTRUAL - Ki x \ 5TEEL TUBE „v, m N 6x6 GLCOLUMN - : I � �t1',j" tL �n POST CL O iFL-3 1FL- 17 - ' 2'x 8" CEILING JOI575� ® 16" O.C. ID ,WI-6014" I-JOISTS m Itr a�A ®16" O.L. ' IN W COVERED PORG 03 1Lu raw 61,x 6�� 614 x 0, 6��x 6,f a" x 64 < - 057 POST POST POST 'N POST (3) ' - NA- - � ' h:' nd POST 9s�sl i UJ I'-0" 1'-37/8" A- 7' 6A-2 F - � WKWAY )L 2nd FLOOR FOAM NG rLAN Kz* u �CALEE 1/41, = 1'-011 , ' "r�:. a " h REV. DATE DESCRIPTIONa. DATE: 1/19/2005 I(///�l /4/ �,:1 J j(( " 1 . S q;���aF A t9 — — 4 EReo q JOB NO: V' I /�I .V�V F � / I : f 1.: F �° . _ R ra / k + � t ' 6 ax> H - —_ e� DWN13Y; GK -AZGHitEC7ANCt71 NJNFk`; w /� ���n ,.,�.i ", --� — LOT 1O Cad 1OCKOYE EaTATES CHK 2PMAYENIJE NY r♦ t �f �- - �., + FL0012: A5 NOTED s+ Vii, Awa t '+ 1 � v LANE G1�EEINP01�T N.Y. Faj �M � � 1 i�OCKGOVE E_� a 0 Lf - S'CALE:', A5'NQ7ED L I°q Tl T E � < f �l♦i; IT Y1 - D - � - - - _ - _ � Y d ° Y ' ;.,'. ' ' � n ;_ r ��T I k i n A'tae •. - 11 A-2 A-21 11 IT LEG ! ` u -n• rya i G, - pad�•y TV E r ` nyuist`�' ° N Q y r +w. f NEW POURED CONCRETE 1z, Jx'm (S A51N4 % a a _ yA TL1N I _ t �_ EIR1!"+4L � n talk ��' v� r �i j �I f� d ----- } ----- v xaJz LAMINATED AQ013GIRbER MS WbG�AT$¢ a tiT j I �, 4" FIELDSTONE VENEER I� . '!',%"•' (TO BE 5ELECTED BY OWNER) u i. a 3 x 5.1} 6rgu URAL TUB b)110 MN � - _— � , NEW CONCRETE BLOCK 6 x 6WOOD POST -IT �Y lD' ! 3" DIA. LEADER m . I' WOOD 5HAKE BIDING. AIRSPACE,TYVEK HOUBEWRAP ',� HNPaR'A',I¢.�I�eM©KE j tEC1"AR + ea x _ �I - - v TO DRYWELL a ._-�� .�._.x=_ - I,a�' k4 �7 m 'u' II ® 3/4" EXT. PLYWOOD 2"x 6" STUDS ® 16"O.C., . `,r F r, Io- ; _ r _ :a 3" DIA. PER;I li R-19 IN9ULATION.4 MIL POLY VAPOR BARRIER t . - _ ,I ' - w N - ® WR�QN" ONOXIkYE gETECTDR ` s ' ! BALCONY b RAILING > - ,. 4Y c - = TO IA, Li L 5/6" GYPSUM BOARD - y( Y ls� � ! WROUGHT IRON a m _ 11 N - TO DR LCw it 3" DIA, LEADER ! 2" x 6" 5TUD5 6d 16" O.C. W1 P-19 INSUALTION& OENO7E; - U 7-91(2 �' ;:, _ rt: 6' x 6' 4 A- 'f _ - EGRH9�MNO DIA. LEADER 5/8 GYP5UM BOARD SIDE - - T"¢ _ 3" �i, EACH , d5 n r F, - Y' _ I; -- o 2" x 4" 5TUD5 9D 16"O.C. '¢ iti I o i; O TIMBERLINE ULTRA (KNEE WALLS) +'F ASPHALT SHINGLE (COLOR TO BE SELECTED) o A-t9 Aim mI PRE55ING AREA BATHROOM ICE - 1--` r Zs -i 3" DI EADER \\\ ! In N = c • .. _ SII r o TIMBERLINE ULTRA + - 5 m 41 r II 12,-q„ II ASPHALT 5HINGLE m I 3 F (COLOR TO BE 6ELECTED) 3" DIA. LEADER TO DRYWELL C?� '�I P 23 MASTER 6EDROOM H `19'-6" - _LL1 i! ! Ih - /3" [�Ib, L DER I CLOSET CLOSET Laz © h ' 2FL-4 . IIII 2FL-5 -q.. TO R.YIN LL - - Y ITss's x 6" P05T ry J ! q m II POST " 2FL-1 - 0 y, TIMBERLINE ULTRA --- --' 3S3 5-6" 9 -0' - 3 5/OS" v AT 7 tD 3" DIA. LEADER I ASPHALT SHINGLE II �I 30 - a H (COLOR TO BE SELECTED) ------ ______ - - O - ------- HROOM FL-13 SY z w PULL-DOWN = 9'-9" g TO DRYWELL I : I � � •k ; ; HALLWAY 29 STAIR 3 r o',' o z 2FL-1 9, I 30"x 6d' "' m < o �— L _ '' Ilii O IIi I! tg : li i A� TIMBERLINE ULTRA W ASPHALT SHINGLE 2 i , 6" II _ I - "Z (COLOR TO BE SELECTED) ;o 2FL-12 L I (f7 I u� Y t Lu ep BEDROOM I BEDROOM = 0 E < A - A 23 I 37 18 ENTRY HALL O 4 CL •� 3" DIA, LEADER 2FL-10 TO DR LL A-23 A i M =tz III 2 N 2 — N 3�p DIA. LEADER - m CURVED CEILING E EG1Y1 �., I � DIA. LEADER II - }� I I K r , ~K 3" DIM,LEADER 'w' �II a oil � - w _ r W 2N - tar r f Q mom N r m z z .r ' - mi '" p _ c M <O F m41 � � w y xf TIMBERLINE ULTRA m F <'' - - 9°ya'T OL ASPHALT 5HINGLE ry', `'[ (COLOR TO BE SELECTED) 0 i !Ts I' IT ¢ - < ar,? I e ° S X Q 3" DIA. LEADER' W TDDRYWELL I'I 2nd FLOOR PLAN r 9 J 3" DIA. LEADER SCALE: 1/4' = 1'-0" A- TO DRYWELL I I_ TV TV jj t r a ! REV. DATE DESCRIPTION DATE: 1/19/2005. ��(//�/ A 'y{[fit p L 46�r"<��oneaq 40B N0: - V- / AN 1- 1 r 'ice' 1" 1 ult� a�5 . -T++EI4 _ ? r�' ,_ k � ut ✓f� r� ' ,I'. l y�.yry `hlf�...a. 3'"i - �. - 1.-- - ----- -- - OWN DY, GK' II a .—_ -- - v. kr e"" 2.t /vY4 : .!N —�-- ---- -- -- � �' o CHK BY: AJD � _ ��� �_M LOT 1C? G� I OCKC YE � 5TAI E ^ , of€�� ? � . }r � r Ze ESC._ �F,yT;VV - '------- _ a xe srnt 'FLOOR: AS NQT5D r w - t . r+i . 9. , aK,a.r3aEse"Yd' 1 _ -67N�.Y: _ IOGKCOVE .LANE . ; v -` - ' ' / d 5CALEi A9 NO - _ _ ` r A — r _ _ a 1•! �k -'r 4a t-, �v xa .le`r 1, Ile '��' ➢ t #mni>4 #!t y,] A caa -, i A - -21 sr 41 1 I} LEGEND X A II I. 1 p e r' •';1 NEW POURED CONCRETE -- �e� + � an• e,ror n �,; Y-AMINA`i'Fr,D WAOp 4" FIELDSTONE VENEER TO BE SELECTED BY OWNER a R ' ' �5"x5"ll4„5TU - RAL c a I FTU TA �GQ ura 6+a. y�� ..-3 - _ — - _ _— ryPjC• �so'e9x. A x ry'��6 PSER ( x''"ti NEW CONCRETE BLOCK ® 6 WDQD I�Q57 - sy -, r 3” DIA. LEADER �: T ! 1 I WOOD SHAKE SIDING,1"AIR SPACE,TYVEK HOUSEWRAP, HARDWIRED SMOKEDF7ECCOR G TO DRYWELL r _ 3/4" EXT. PLYWOOD 2"x 6" STUDS ® 16" O.C. I - 3 DIA. -- I — _— ® 16 F RAFTERS .2" x 12" ROOF RAFTERS ® R-19 INSULATION,4 MIL POLY VAPOR BARRIER, CARBON x 12" R00 O.G O.C. 3' DIA. LEADER 5/8 GYPSUM BOARD TO 0 LL ON MONO%IOE D€TECTD7, "' e - < �y",r� 11 u Im TO DRYWELL `Y%�iG�Ysr —_ A 3" DIA. LEADE� 5/8" GYPSUM BOARD EACH SIDEINSUALTION & - D_NOTE EGRESS WINDOW •,= ..,'r k 4 v L., V ,� 61,x 611 I BATHROOM o® (KNEE WALLS)® 16"O.C. P05T i I � I l6 33/8" 3 65/8' - C q-19 DRESSING ARE F— 3" DI . LEADER N 2FL-3 0 13/4"x 14"GP-LAM LVL RIDGE BEAM - W ,2"x 12' ROOF RA Z FTERS t C3 z ® 16 O " .C. Tq�' ! I t9 LU LU 3" DIA, LEADER A 23 I ® o FZ— TO DRYWELL ® = 0r23 n-26 MASTER BEDROOM D IaY o I I L/C 01 ET (�(\/� a- 3 x P067, �"•� I .�{ Ul GLOSET 1/2"x 117F�USH G U A a3' I�. DER '� TO LL _ F2—FL-41 CLOSET Qy �, I 2FL-5 ti 2FC-14 W�W m \ P05 T PFTERS I - ay I I to BATHROOM 1FDC • N 2FL-13 3 PIA LEADER x uo PULL-DOWN TO DRYWELL _ - I HALLWAY STAIR 13/4"x 14" GP-LAM LVL RIDGE BEAM 30"x 60" — ,� A L i # < W O, 12 W la a Z g N® I 2FL-12 ,wl-60 11 7/8" I-JOISTS - � _ O t BEDROOM BEDROOM I '_ 3 �- OL A-23 UNDERSIDE OF 12"x 12" FALSE RAFTER / W A < A ROOF FRAMING ' dd 16"O.C. m A-18 I +� 3" DIA. LEADER < 2FL-10 ENTR�f HALL TO DRYWELL 7 < ,2"x 12" ROOF RAFTERS 3" DIA. LEADER A-23 (416" O.C. oxA-rte o -- ----- n ?3 h m DIA ER - - LEnD Qd' 3I DIA. LEADER o - ' W �QY 8 r I 1 + u E W- ,y\� LL d 2'x 12" RO F RAFTERS ,2"x 12" ROOF RAFTEPS r4. s , ® 16"O.C. W' ® ® — < N a Z 3" DIA. LEADER -,x —� _ TO DRYWELL - r" W ni — -- — ATTICFRAMING FLAN 9 __ 3" DIA. LEADER r-01- A-23 I. �, J . SCALE: 1/4" = 1 0 A 23 '� ,, TO DRYWEIL . + ll sg: r kpti',Yi+ • r r r, 1r DFAWIMGMQ REV, DATE DESCRIP710N DATE: 1/19/2005 �. - - �G� 3ooeo-q � JOB N0: ' rice_ .. rr "Z q 7rly THEASS —�-- — — - . PWN 13Y. GK, OJ CNItEL1S,ANG F l7WAk � ,, — - -- - aq PJ�SAVENk '. MPNkNrNY li 'C1'frl �ts T 10 V ' ROCKCOVE E5TATES , p - LO IO . CHK � AJD .t w._ a nve srnrE II,#�r'+ `^ ROCKCOVE LANE � � GKy}EE�N O T, N,Y:�� � � FLOOR; A9 NOTED + 5GALE3 AS NDT�D +�y� :116 f 4 I Ir K TTT iJ TIE.ey per, � Lyi {! Eli (>A D Lr 6 + a rx 3 r k LE EN 7 ..; NEW POURED CONCRETE �� 5tEeG>51RDERA$II�ItSID�,i'kNJ 4 + ,T ` e- b t ' 1'J[_K x 9 V2 M WA-�4l � I,�NnyATSDwoorr•oIRDER,�It✓'Diax�D � 1 IT (T FlELDSTONEVENEER (70 BE SELECTED BY OWNER) {7 - 5' M'S"1IA �TRIJGTURAb TUBRbOtsUMfJ ' p rV ,a`. G v !- r. p , TIT I NEW CONCRETE BLOCK ® Cx.6 WOOD P08T c r 'a Z i' - _ - } . I i _ WOOD SHAKE SIDING,1 AIR SPACE,TWEK HpUSEWRAP, ® 'MARDNhRE1)x$MOKE . a2i P ---'-� _-- - — 3/4 EXT. PLYWOOD,2' x 6 STUDS 016 IR-19 INSULATION,4 MIL POLY VAPOR BARRIER, v CA ON MONOMI 3 i I 5/8" GYPSUM BOARD � _ � RB dE DETECTOR �' ' G ��(y DIA. LEADER TO DRYWELL ''4 r q_ 3r, DIA. HR----- II'll I I , 5/8" GYPSUM BOARD EACH SIDE �NDpIV ; ,M _ 14 __ 2"x 6" STUDS w 16" O.C. W/ R-19 INSUALTION & D NOTE EGRES$Wl TO D LL r •, — — — — °j� �„"'?< 3" DIA. LEADERIITI A . 2r+x 4" STUDS dL 16"O.G. LEADER TO ORYWELL " , -- ..- 3" DIA. a (KNEE WALLS) " h , r N „ < iI � l WEEK NATURAL 11 CEDAR LOUVERS 1 N A-23 Eax OCTAGON LOUVER LGll4- r v 1 N MODEL # OL V-6" W3" DIA. LEA ER = / / � m ' A'23 ® / 51/2x' Sig/ 3" DIA. LEADER - TODRYWELL gp 9'-03/9" 3'-15/16" 1 ri O iv KNEE WALL _ I u O itl V Yutl IAt It PER LU W J — 04 J ATTIC � ' I i I I II TuT a . STAIR - 3, DIA. LEADER r < I _ PULL-DOWN o / I. TO DRYWELL d h II'-109/16" / 19'-611/16" 'y - Z 12 I —. — — — — — — — — g A-23 I' - a' "WEED" ATURAL 9ka °`1 + CEDAR OUVERS FN— I OCTAGO LOUVER MODEL OL 1,-6rr I m ENTPY HALL m A A = "WEER' NATWPAL \ R '18 B LOW _ I CEDAR LOUVYER5Ax gy 1 L-2 OCTAGON LOIUVER 3' DIA, LEADER MODEL # OL 1'-6" - TO DRYWELL A 23 CENTER ON NVIAIN - RIDGE A50DVE E LL. �__ _ _ VIII — — — 3,r DIA. LEADER PG 3" DIA. ADER I � Ih I Y '. W DIA. LEADER M23 � ' O III 6 I �� I " / v' j r Ul TO DRYW&.DER r - .. t ' - �' -- -- ATTIC PLAN aig SCALE: 1/4"= 1'-O)" j 6 g _ 3" DIA. LLEADER r _ _ X ^ A-231 TO DRYWIELL ", x - .� - I Aye - - r v / V' •w a r Ilk REA son V. DATE DESCRIPTION �x r _ it DATE: 1/19/2006 'x t4�/ihlfi NCiI� l EpEO AER _ 5 oK�s p.FPf ,JOB NO: I . 3AN' , I/ I}— r, DWN BY: GKqo ' -- . — --- LOT 1(J @ IZOCKGOVE ESTATES : t ' CHIK.BY: AJb an, A N : �,ws �? � � � i, h . . , , 'ryO'`nle a*n�E'p4° FLOOR. AS NOTED k, t �. iu, I, ROCKCOVE LANE GKEENFORT N .Y. i� h ' � d — �— --- - --- — --- SCALE: AS NOTED Rr l it itt I' , LEGENDF NEW POURED CONCRETE -- x�-- STEEL GIRDER AS INDICATED — r 13/4"%B LT GI LA LK M ' 1 LAMINATED_ WOOD GIRDER A5 fGATED,' - 4" FIELDSTONE VENEER i i I TO BE SELECTED BY 0 OWNER) I I x 51, IW STRUCTURAL TUBE COLUMN (D i OL Z III . - NEW CONCRETE BLOCK - 6x art:" �:^Y'"'% ® 6 WOOD P05T - - -- � _ __. — I !i, I, I � WOOD SHAKE SIDING, 1" AIR SPACE,TYVEK HOU5EWRAP, ® HARDWIRED SMOKE DETECTOR , �__�,�__-- _ �� Ili --. I li f ',,, I � � 314" EXT. PLYWOOD, 2..x 6" STUDS ® 16" O.C., _ - 1 R-19 INSULATION,4 MIL POLY VAPOR BARRIER. % - 3 DIA LEADER ''I� 5/8" GYPSUM BOARD ® . CARBON MONOXIDE DETECTOR _ 10 OPYWELL In_ --- 2" x 6" STUDS ® 16"-0.G. W/ R-19 INBUALTION & - = I I 11 3' DIA. L+��"D€R - - `" A' TO DRYWELC� DENOTE EGFE55 WINDOW 4i$x '� �" 518" GYPSUM BOARD EACH SIDE - tt¢¢ 3 _ 3 DIA. LEADER -- '"` TO DRYWELL I I p 3" DIA. LEADER 2" x 4' STUDS ® 16"O.C. s' (KNEE WALLS) < y4 11 m A-2' 2" x 12" ROOF RAFTERS 16� O, � N ® C, o oe B O B LL o •r A-19 o m lel LU 3" DIA. LEAER lb\ Q N `�1 •'� = 8 FRAME FOR CHIMNEY — H 3" DIA. LEADER A ® CRICKET AS REO'D 2"x 6" C LLAR TIES TO DRYWELLw 1E O.C. ® 24 — OA-26 3 (2) l 3/4"x 14"GP-LAM LVL RIDGE BEAMS 12"x 12" ROOF RAFTERS I�I O.C. U ' — p E - 3" IA.'+fADER m w i TO RY VVLL - W �x E2 a Lu D J F- ,2"x 12" ROOF RAFTER < x 12" ROOF RAFTERS g J 2 O < ® 16" O.C. ' � �" _ } Br 16' O.C. lz o�p 3" DIA. LEADER TO DRYWELL Z < N W LU R ? g A-Z3 1 3/4"x 14" GP-LAM LVL RIDGE BEAM "® i .5 2"x',6" C LLAR TIES N ®1 O.C, I � I �y LL A � A -18 m 3" DIA. LEADER ,2"x 12" ROOF RAFTERS < TO DR LL 23 ® 16"O.C. f IF Q _ x — ___ _.- p 3" DIA. LEADER u 3" DIA. ADER d ro 11 - h. ,2"x 12" ROOF RAFTERS w ,2"x 12" ROOF RAFTERS 3" DIA. LEADER - W a � l�J it< N 3" DIA. LEADER ^ll � - -- - TODRYwELL ROOF FRAMING PLAN ' 3" DIA. LEADER _ I SCALE: 1/4" = 1' TO DRYWELL11 a t � REV. DATE DESCRIPTION DATE: 1/19/2005 5: oa AR o^�s ,F JOB N0: VI 5/ \N�C� ' ��! �m ay o F DWN BY:: GK hpL}H11 Gf517 PI ANh�S J`" x Yj # r '"a 2PaAVWf fiM! 11 Sof NY IIC> Coal ? 65 1 "T k rens CHK'6Y: .. : AJD - LOT 10 C� ROCKCOVE_ESTATES rryGx° 'e aap4 r\E�" ' - - 1-'.' �/ r `. 4 , 1 i ��z' 'Gv, � .` -11E THE snT FLOOR: "AQ NOTED, ,° t r , / -- ROCKCOVE LANE GREENFORT, N,Y. FL 4 t SCALE:' A5 NOTEDI 1111 11 1 7M F" w r f A-2 -- -- - - - ------ - - - LEGEND NEW POURED CONCRETE STEEL GIRDEk AS INDICATED - :eiNx■vs: uuin - LAMIN TE WD IR ER $'I _- A D OD 6 D ND Ch7O[ , 1 � . I I i 4" FIELDSTONE VENEER - '+ .L, TO BE SELECTED BY OWNER " - ^` --1 ❑ 6'x 5"1/4k STRUCTURAL TUBE COLUMN - w i NEW CONCRETE BLOCK ® 6 x 6 WOOD POST I r I ' . r WOOD SHAKE SIDING 1" AI SPACE, HOUSEWPAP. HARDWIRED SMOKE DETECTOR 3/4" EXT. PLYWOOD, 2" x 6' STUDS 61) 16 O,C., { R-19 INSULATION,4 MIL POLY VAPOR BARRIER, - G W It 6/6" GYPSUM SCARP CARSON MONOXIDE DETECTOR F - = li 11 3" DIA. L, . DER- _ TO DR LL 2"x 6" STUDS ® 16" O.G. W/ R-19 INSUALTION & © DENOTE EGRE55 WINDOW _ - P=a� =r " -� 5/8" GYPSUM SCARP EACH SIDE �.":>�,o+ Fo-� 3" DIA, LEADER I � i TO DRYWELL - i •� ` 3" DIA LEADER 2" x 4" STUDS &D 16" O.C. - - - - n (KNEE WALLS) i µw z i w x i m d of I B N w O 9 1 TIMBERLINE ULTRA xA 1 i ASPHALT SHINGLE LU - 3" DIA. LEADER (COLOR TO 8E SELECTED) N ZLLI _ 8 i i 3" PIA. LEADER - - _ F t0 DRYWELL J W Z N Z' r. w V m oc - , 3 i� APER ' ) F— ¢ TO R J LL m o EPOM ROOFING MEMBRANE p > - WJ 5LOPED INSULATION 80APP - F N raO vm UNDER MINIMUM PITCH NO LE55 TIMBERLINE ULTRA I I i Z -: x m - . . ASP A i INGLE - „ o > FOOT H L 5H �T AN 1/6" PER 0 �o H R 3 IA. LEADE _ r D I (COLOR TO BE SELECTED) TO DRYWELL w Z �23 - � - hCL A- x OOCTIMBERLINE ULTRA - - --- `I+o+� `, ASPHALT SHINGLE A DRYWELL AREAS: A p1 '' - (COLOR TO BE SELECTED) A-16 'U uu DRYWELL AREA#1: 3" DIA. L APER 7 - - - ' � _ < TO DR WELL w i ro +.' - _ A-23 - m d � - DRYWELL AREA#2: In 3" DIA, AVER J � "Z N w 3" DIA LEADEW - - .3 ell (LU 1) _ .— -.__ 3" VIA. LEADER ! r �__ ` TO DRYWELL , w ROOF FLAN N 0 9 3" DIA.. LEADER SCALE: 1/4" = 1'-0' TO DRYNWELL I j - - ✓ I C � 1 tx _ ESCRIPTION bw" Reo aR h DATE: 1/19/2005 1 ,IRAIIIIltly1ER:'- I ^ R 1 DATE D { J0� N0: , — —1-1H E--, I 4� V V ■ r...� y a r r ■ • v �� ` / N ' BY: GKLOT 10C) 1�OCKGOVEESTATES o2IM, AI NI NY I 5��� 19� , , ,G No a,�a. CHK 13Y, - AJR , � ' � � q y' N � (Gp IryE Si.iE of �, 1 �h R'OGKGOVE' LANE GREENPORT, N.Y. FLooR: A9 NOTED t` LA SCALE: AS NOTED „ , �� � s, t4 11: v1 ■,. z E " FIN15H SCHEDULE DOOR & WINDOW SCHEDULE WALL CEILING TRIMS&MOULDING5 DYKES GOMMENT5 TYPE- QTY RouGHOPE"'NG MANUFACTURER PRODUCT # HEADER 51ZE COMMENTS ' ' ROOM # ROOM DE5GRIPTION FLOORING WALLS CEILINGS FINI5H FIN15H BASEBOARD CROWN cn51NG5 WIDTH HEIGHT 1 2 2'-101/4' 3'1 ANDERSEN OR 235 (4) #4 5AR5 TIED CELLAR CFL-1 CELLAR CONCRETE CONC./GB. GYPSUM BOARD PAINT('j PAINT (') NOT REQ'D NOT REOD 251 2 1 4'-01/2" 3'-5 3/8" C 235 (4) #4 BARS TIED CFL-2 MECHANICAL ROOM CONCRETE ColI GB. GYPSUM BOARD PAINT(") PAINT (') NOT REGO NOT REOD 251 3 1 2'-D 5/8" 2'-0 5/8" CIR 20 (3) 1 3/4'x 91/2"GP-LAM lVL'5 'L 4 3 2-21/8" 3'-07/8" TW 20210 5 2 3'-01/8" 3'-87/8" TW 21036 16t FLOOR i� 1FL-1 COVERED PORCH CONC. &STONE(') NOT REQ'D WOOD 13EAD130APP NOT REGO PAINT(') NOT REQ'D NOT REDO NOT'REOD 6' 1 2'-81/8" 4'-O 7/8" TW 26310 W 1FL-2 ENTRY HALL 21/2" OAK GYP. BD. GYPSUM 50APP PAINT(C) PAINT (') 262 712 251 7 6 3'-O 1/8" 4'-0 7/8" TW 210310 1FL-3 CL05ET 21/2"OAK GYP. BD. GYPSUM BOARD PAINT(") PAINT (') 262 712 251 8 1 5'-11 7/8" 4'-0 7/8" TW 210310-2 - 0- 1FL-4 CL05ET 2 1/2" OAK GYP BD. GYPSUM BOARD FAINT(') PAINT (") 262 712 251 9 2 2'-8 1/e" 5'-07/8" Tl^/26410 �N 1FL5 GUEST ROOM 21/2" OAK GYP. 8D. GYPSUM BOARD PAINT(') FAINT (') 262 712 251 10 4 4'-117/8" 5'-0718" TW 24410-2 lU 1FL-6 GUEST BATHROOM STONE/TILE (') GB. /CB. GYPSUM BOARD PAINT/TILE (') PAINT (") 262 712 251 11 2 3'-01/8" 5'-07/8" TW 210410 EGRESS WINDOWS 4— iFL-7 GUEST CLOSET 21/2" OAK GYP, 5D. GYPSUM BDAPP PAINT(') PAINT(") 262 712 251 12 2 5'-11 7/8" 5'-0 7/8" TN 210410-2 EGRESS WINDOWS 2 1FL-8 DINING ROOM 2 1/2"OAK GYP. BD. GYPSUM BOARD PAINT(') PAINT (") 262 712 251 13 2 3'-01/8" 5'-0 7/8" CUSTOM CUSTOM ARCHTOP WINDOW < iFL-9 GALLERY 2 1/2" OAK GYP. 5D. GYPSUM BOARD FAINT(') FAINT(") 262 712 251 14 1 5'-117/8" 5'-07/8" DNP 310410 - TFL-10 FAMILY ROOM 21/2"OAK GYP. BD. GYPSUM BOARD FAINT(') PAINT(') 262 712 251 75 1 5'-11 3/4" 6'-9 5116" AFFW 606 - 1FL-11 KITCHEN 21/2" OAK GYP. BD. GYPSUM BOARD PLANT (') PAINT (") 262 712 251 16 1 2'-T' 6'-11" fWH 27611 AR < 1FL-12 BREAKFAST ROOM 21/2" OAK GYP. BD. GYPSUM BOARD PAINT(") PAINT(") 262 712 251 17 7 2'-T' 6'-11" FWH 27611 AL S 1FL-13 PANTRY 21/2" OAK GYP. BD. GYPSUM BOARD FAINT(") FAINT (`) 262 712 251 18 2 3'-1" 6'-11"r FWH 31611 5 z 1FL-14 POWDER ROOM STONE/TILE (') G5. / C5. GYPSUM BOARD PAINT/TILE(-) FAINT(') 262 712 251lc� 19 i 5'-0" 6'-if" CUSTOM CUSTOM FRENGHWODD GLIDING DOOR p 1FL-15 LAUNDRY ROOM STONE / TILE (") GYP. DO, GYPSUM BOARD FAINT(') FAINT(') 262 712 251 20 2 6'-0' 6'-11" FWH 60611 APLR 1FL-16 GARAGE CONCRETE GYP 8D. GYPSUM BOARD PAINT(") PAINT(") 262 NOT REGI? 251 21 1 2'-6" T-0' SIMPSON DOORS 5132 SOLID MAHOGANY DOOR W/ INSULATED GLASS PANEL ZIFL-17 SCREEN PORCH CONC. &STONE (') NOT REGO WOOD BEADBOARD NOT REOD PAINT (") NOT REG0 NOT KEOD NOT REOD 22 2 1'-2" T-0' SIMPSON DOORS 7705 SOLID MAHOGANY SIDELIGHT W/ INSULATED GLA95 " W iFL-18 TERRACE CONC. &STONE (') STONE (") NOT REQ'D NOT PEI NOT REO'D NOT REGO NOT RECD NOT REQ'D 23 i 3'-0' 7-0" SIMPSON DOORS 5132 SOLID MAHOGANY DOOR - N 24 2 8'-0" 7'q" CUSTOM N/A 50LID MAHOGANY GARAGE DOORS Z OU 25 2 71/2" 7-10 1/8" CUSTOM N/A NONE,GIRDER ABOVE FAINT GRADE PANEL FILLER PIECES . W 2nd FLOOR 26 1 4'-8" T-101/8" CUSTOM N/A NONE,GIRDER ABOVE FAINT GRADE FRENCH DOOR W/ REMOVABLE GLASS&SCREEN PANELS,OPERATING F$— 2FL-1 HALLWAY 21/4" OAK GYP. SO. GYPSUM BOARD PAINT(') FAINT(') 262 712 251 ~ 2FL-2 MASTER BEDROOM 21/4" OAK GYP. BD. GYPSUM 50ARD PAINT(') PAINT(') 262 712 251 27 2 2'-61/16" 7-10 1/8" CUSTOM N/A NONE,GIRDER ABOVE PAINT GRADE FRAME DOORS W/ REMOVABLE GLA55&SCREEN PANELS.STATIONARY 28 4 2'-6 3/16" T-10 1/8" CUSTOM N/A NONE, GIRDER ABOVE FAINT GRADE FRAME DOORS W/ REMOVABLE GLASS &SCREEN PANELS,STATIONARY C2FL-3 PRESSING ROOM 2 1/4" OAK GYP. BD. GYPSUM 50ARD FAINT(') PAINT(") 262 712 251 - 3 2FL-4 MASTER CLOSET#7 21/4" OAK GYP. 8D. GYPSUM BOARD PAINT (') PAINT(") 262 712 251 29 1 2'-6" 5'-GI AMERICAN STAIRWAY INC. 655 (2) 1 3/4"x 117/8"GP-LAM LVL'S FULL DOWN STAIRWAY 1 W 2FL-5 MASTER CLOSET#2 21/4" OAK GYP. 8D. GYPSUM BOARD PAINT (') PAINT 1 262 712 251 30 2 1'-6" T-O" MORGAN DOORS M-1051 (3) 2"x 8"W/1" BLOCKING I 2FL-6 MASTER BATHROOM STONE /TILE (') GB./CB. GYPSUM 50ARD PAINT/ TILE (') FAINT 1 262 712 251 31 1 2'-0" T-0" MORGAN DOORS M-1051 2FL-7 MASTER LINEN CLOSET STONE/ TILE (') GYP. BD. GYPSUM BOARD FAINT(') PAINT(') 262 712 251 32 1 2'-4' T-0' MORGAN DOORS M-1051 ,1, 2FL-B MASTER TOILET AREA STONE/ TILE (') G8./G13. GYPSUM BDARD FAINT/TILE (') FAINT (") 262 712 251 33 10 2'-6" T-O" MORGAN DOORS M-1051 ' W 2FL-9 BEDROOM #1 2 1/4" DAK GYP. BD. GYPSUM BOARD PAINT I PAINT (") 262 712 251 34 2 3'-0" T-0" MORGAN DOORS M-1051 „„-„-„,..,�._ 2FL-10 CLOSET 21/4” OAK GYP. 5D. GYPSUM BOARD PAINT (") PAINT (') 262 712 251 35 2 3'-0" 7-0' THERMA-TRU 510 INUTE FIRE RATED STEEL DOOR - O Z 2FL-11 BEDROOM #2 21/4" OAK GYP. 8D. GYPSUM BOARD PAINT(') PAINT(') 262 712 251 36 3 3'-0' T-0" MORGAN DOORS 554 (2) )- 2FL-12 CL05ET 21/4" OAK Gyp, BD. GYPSUM BOARD FAINT (') FAINT(') 262 712 251 37 3 4-01.1 T-0' MORGAN DOORS M-1051 PR MIUZ-ODOORS 6 712 251 38 1 3'-0" T-0' THERMA-TRU 296 (4) #4 BARS TIED PREMIUM STEEL DOOR SERIES " " 262� 2FL-13 BATHROOM STONE/TILE O G8./CB. GYPSUM BOARD PAINT/TILE (') PAINT (') Z 2FL-14 LINEN CLOSET 5TONE/TILE (^) GYP. BD, GYPSUM BOARD PAINT I-) FAINT (') 262 712 251 < a _ Lu z NOTE: � NOTES: MINIMUM 1/2" THICK PLYWOOD PROTECTION PANELS TO BE PROVIDED FOP ALL EXTERIOR DOOR$ & WINDOWS, '3FAINT COLORS TO BE SELECTED BY OWNER _ - STONE / TILE FLOORING TO BE SELECTED BY OWNER - STONE / TILE WALL COVERING TO BE SELECTED BY OWNER s - 2 1/2" OAK FLOORING STAIN COLOR TO BE SELECTED BY OWNER < FINISH 5CHEDULE LEGEND: GONG. / GB. = CONCRETE / GYPSUM BOARD < GYP. BD. = GYPSUM BOARD +4 GB. / CB. = GYPSUM BOARD / CEMENT BOARD (DUROCK) cn 2 1/2" OAK = 2 1/2" WIPE RANDOM LENGTH OAK FLOORING p NOT REQ'D = NOT REQUIRED W" STONE / TILE = STONE OR TILE GONG. & STONE (') = STONE OVER CONCRETE SLAB Lu 0 W W z 1 W - - - i r, t ;:1 q i e - 'x4- REV. ' DATE DESCRIPTION DATE. 1/19/2005A� �M : u pEp 4 p�,E ". ,P R�ti, p1 �AN1`aI� m i o SOB NO: t Q. o a 1 i .� }a '"! +kl SM I 1f,I LOT 1'0 C� 1�OCKCOVE ESTATES of GI ]IN Ago uo 2PMAV�NIC N IA557 N,YII1C75C?.I16�i169�6 me.�ne� �� �FLQQR: AS NOTED ' RIOCKCOVE LANE GREENPORT, N.Y.' _ N SGA'IE: ASNOTED_ 000IUC WIN�OW�ilrfl � q ' T i lflfi YkF 45 ' - .iyJEEB" NATURAL CEDAR - F 4 „ + �L't r(L ' !F +f X, - OCTAGON LOUVER MODEL OL 1.6 a 12 c TIMBERLINE ULTRA ;; _ ASPHALT SHINGLES- - - ff, R+ (COLOR TO BE$ELECTED) �k, z _ - < FIN15HED ATTIC FLOOR (EL. +20'-11 7/8") - - _ - - - - -. �n A _ _ _ _ FINI3MED AThO FLOOR1EL +20'-11 T!$' r '1 1 ^ a 1 3" DIA. COPPER _ � , 1� - �R - - - - - .6 FINI5HED 2nd FLOOR - _ _ - -CEILING - LED( WOOD tq r FINISFiEp 2nd FL00 ,CfILINO 3" DIA. COPPER - 3WAKE SIDING F- LEA DR 3" DIA. COPPER l I 4 . LEADER1 F fp 'WEER" NATURAL CEDAR - ' ' i� } =u OCTAGON LOUVER- 12O rd -1 MODEL OL 1.5 � { 7 - TIMBERLINE ULTRA— 1--L - -- ASP SNG ES (COIORH TO BE 9E ELCiED) —2 1/4�? o - TIMBERLINE ULTRA FINISHED 2nd FLOOR EL +11'-105<$ . "+ 1 - FINISHED 2nd FLOOR (EL. +11'-10 5/E'NZ - _ H#T - - - - - - ------ -S �---•-.--�- Q ' -(COLOR TO BE SELECTED) y -� - - - FUSED lot FLOOR CEILING, FINISHED let FLOOR CEILING CEDAR WOOD -' (� L SHAKE 51DING ® ® ® L DIA. COPPER - g LL� I LEADER TO DR7WELL 1. 7 z O 3 DIA. COPPER C DAR W00 ® ' ®LU OZ LEADER TO SHAKE SIDING —COPPER WALL CAP ORYWELL MFV ys FIN15HED let FLOOR (EL. +1'-51/2'Z _ _ - FINISHED PORCH FLOOR (EL. +1'-01/2") - - „ STONE BA5E ETON TO BE 5ELECTED FINISHED CELLAR CEILING - - E - - - - 3 _ _ _ _ _ _ (STONE TO BE SELECTED) - - _ _ _ _ _ ( ) i. ' :FINISHED GARAGE fL00RSEL,.•i'-21/29 GRADE EL. 4-5 1/2" - U, . , m 5" DIA. COPPER c� LEADER TO :a I DRYWELL I I - - _ _OD y v, m` N FINISHED CELLAR FLOOR (EL. -8'-3 5/8" _ — — — — — — — — — — — — — — — — — — — — — — ! — ` — — — — — — - _ - - - FIM15HE6 CELLAR FLOOR (EL -$'-3 518 ) - '• - ti t FRONT ELEVATION z 5CALE: 1/4" = 1'-0' - Q ID - z a � `r 1 _ fri m 6'-17/8" 6'-17/811 7''8" 6 4' 6'-all 0 61-57/8" „ IDI101:II 1011 - - - �" O 1 n$q O 1411 W .,IFk Q z 8' 015/1611LU 81.2n co c- I ENTRY PORCH FRONT ELEVATION ' � � � � �4> � ��� � 1 s , ' ass SCALE: 3/8" = 1'-011 REV,. DATE DE5CRIPTION ,:�„ .: ' .. I ' � � :. •_ PATE: 1/19/2006 {: �) It I - �RoppHRcti iNO: V .I /� +li�� �+� - N A55 - - �Oa DWN BY: GK It�?9 LOT, 10- V ROCKCOVE ESTATES a 2,PAh� NE:: VASS�FIN1 II �, 51b56 a CHKBY: AJD L;;L o 4 , ,rev i �KJ LANE CaREENp012T N Y ,o FLOOR: A5'NOTED . - ROCKCOVE FrHESI Pte - a 1 , Y f+` �M1,o-, 6 f ' ` : EEV/ TI ? J � 5CAkE: ASN©TED `dry i„ 1_iji I T t,� fi if ladie to $ 14 y� 1 Y4r 'E i _ j'- r ytja.I. I'S if 111It`1j(W m p If " "WEER" NATURAL CEDAR OCTAGON LOUVER MODEL: OL 1-6 < TIMBERLINE ULTRA 12 12 - ASPHALT SHINGLES 7 7 -(COLOR TO BE SELECTED)— —TIMBERLINE ULTRA— - ASPHALT SHINGLES 'u (COLOR TO BE 5ELECYED) — - - " f A r I FINISHED ATTIC FLOOR_JEL. +20'-11 7/8") ) I N FIN15HED ATTIC FLOOR (EL. +20-11 7/8") — — — — — — — - U.- — — 8"RFA. 66PPER— — FINISHED 2nd FLOOR CEILING p FIW5HED 2nd FLOOR CEILING LEADERS ® ® 3,. DIA. COPPER ` RH Z •- (CEDAR WOOD LEADER5 - W 5�iAKE SIDING ® it O _ a ' CD ul - _ IL (Z _ 'WERW NATURAL CEDAR 12 cG TIMBERLINE ULTRA= GABLE LOUVER - 1 0 _ASPHALT 5HINGLES MODEl:GL 712 T — COLOR TO BE SELECTED — —ASPHALT SHINGLES FINISHED 2nd FLOORSEL. +11'-10 5/8") ' r ...Sr`.I FINISHED 2nd FLOOR (EL. +11'-10 5/8") — — OR-TO-@E5EkE64E - FINISHED let FLOOR CEILING KITCHEN U FINISHED lot FLOOR CEILING KITCHEN O� CEDAR WOOD 3" DIAa COPPER v � ` SHAKE SIDING LEAbERS TO ® 3" DIA. COPPER ® ® ® DRYWELL W (COPPER WALL(CAP 7{ � E �+^ C) DRYWELLO ® I GEDARW000 Q •' i� 1 l 1 m _ SHAKE SIDING I I - P R YER FINISHED let; FLOOR EL. +1'-6 1/2") D El S _ _ _ _ _ _ FINISHED TERRACE FLOOR(EL. +1'-01/2") . . :' 4 71 F �� (STONE TD 8E5ELECTED) - _ - _ — _ (570NE0 BEI SELECTED) _ _ W - - - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ FINISHEDCELLAR E�L.RP 61 2G - t, Z FINISHED GARAGE FL00. R (EL• -1'-21/2") — _ - - - - - - - - - - - - - �f r It �QED DZ FIN15HED CELLAR FLOOR EL. -8'-3 5/8") _ — — — — FINISHED CELLAR FLOOR (EL. -8'-3 5/8") -- — — — — — — — — — — — — — .— — � — — _� U N tf GARAGE 51DE ELEVATION s er SCALE: 1/*' = 1'-0" I It Li 0 <' 1 Z r 3 LD 1 I +a k REV. DATE DESCRIPTION DATE: 1/19/2005 {^� (( � ;` ,' iif ���µFo �I 5ANT-fOL/ \ W� i� L G s' h � " 1 oneP,y it JOB NO: -rrc , v.? kFm Wo ) - �" 4,n �'� r1 ��. . ' OWN BY: 6fi {tl=BjSANp Y'LANN��S F ' � k*� � •�� � d LOT 1',O C�' ROCKCOVE ESTATES o cHK5r: Air) apa�.�u�N 1, Nt E «; � 51 4kfit . , 'A �.FLOOR AS NOTED LANE CGREENFORT N .Y. hEsS�.E ROC,KGOVE LA EA $GALE A5NOTED ' ' kR „ - fir _ .. .r ,: -...• '. _ _ ;':' a i °L,A-:.^f1 r6Ma)��'p�h#� h1�7 I–t „ kl5 N�: 9� vz f e y q fr. i qTS.r.S ;,i rl`'t•d Tit, . 1" IT "WEEB"NATURAy CEDAR OCTAGON - MODEL OL 1068 - �a1; _ v fi IF ' —TIMBERL'INE ULTRAri 7 TIMBERLINE ULTRA— 7 '�, - xI IV{ + 1',. s ii �, 1 ^ r" WI ASPHALT SHINGLE$ A5PHAL15HINGLES - - - ' xC � _-'r1 ) i _.(COLOR TO BE SELECTED)_ ---(COLOR TO BE SELECTED) W - - f FINISHED AiMULOOR(EL'+20'-117/$ZFINISHED ATTIC FLOOR E , +20'-11 7/8" — _ _ _ FINI5HED 2nd FLOOR CEILING - 3" DIA.COPPER - FINISHED 2nd'FL00(L 6EIL G, r f- Y {z"r'. G: 3" DIA. COPPER - - LEADER LEADERS ® 'CEDAR WOOD' _ - SHAKE'SIDING �L� O CO TIMBERLINE ULTRA - J� - 7 12 II III - 21/b—-(COLOR OL$E bE SELECTED) TIMBERLINE ULTRA DECORATIVE 12' >,)"': „ +, ASPHALT SHINGLES_— _ W(OU6HT IRON µ� —( ) i I' `n ((COLOR TO BE SELECTED)' RAILING&13 LC0NY _ _ - _ FtN15HED2nd FLQOR�'EI.', FINISHED 2nd FLOOR M. +11'-10 5!� _ _ - _ _ - I F., c r:[ rys - inti FOc EIL1N0. N1 FINISHED let FLOOR CEILING i N ' WOOD TRIM 4 O 3" DIA. COPPER \ - LEADER TO - - W LL ® CEDAR WOOPr DRYWE \ - ® � F 5 AKE SIDING H Q Z 3" DIA. COPPER LEADERTO DRYWELL - - ,, - x a °` _ CEDAR WOOD - Fr Z _ STONE WALL - , �'- _ 1- e- _ - SHI,KE SIDING 3" DIA. COPD LEADER' 3" DIA. OPPER LEADER ' _ - O FINISHED lot FLOOR(EL. +1-6 1!Z")- Q LEADER TO D 1'WE L LEADE TO DR)WVE _ _ _ _ _ (STONE TO BE SELECTED) - _ _ _ _ _ _FINE HED 1st FLOOR EL. +1 6 1/2"): - u Jill 11 11 11 F NI5HED TERRACE FLM'(EL+1 O- VZ) FIN15HEO PORCH FLOOR (EL +1'-0 1/2") _ _ - - - - - T - - - - _ qgE - - - r 4 C> FIN15HED CELLAR CEILING �' _ _ �2 #3 Flt�l$HF,D CELLAR CEIUNp', ! 1 W - _ _ _ _ _ _ _ _ _ _ _ _ _ _(SCONE TO BE SELECTED) _ _ - _ _ ONE TO BE SELECTED) - - - _ - - GRADE EL -1'-5 1!2" nz _ I $•rF _ _ _ _ FINISHED CELLAR FLOOR --QFINISHED CELLAR FLOOR (EL, -8'-3 5/8") _ - _ _ --}I - r T r Z LLQ_ - - - - - _ — _ — _ — _ — U - T IT z REAR ELE ELEVATION SCALE: 1/4" = 1'-0" I pIT TLI ! tl r 1d' u xti� y�y �� % A - 211 C �rG 0 T .f. oQ 611 LU e m �ry 4' V LU p{ Li i, SCREN:'I'ORCH REAF; 'ELEVATION . FT SCALE: 315_" = 1'-0" $) a'• — 1 9 .�J L ��' i 1 8 r G J! 1Mf1 SW DATE: 1119/2005 ME REV,' DATE DESGRII'TION p y} y _ V[y'RE�pe >�RC�'f �OV N0: �r A5 J �., " - _ - ,. - - 00 1O �F - Y,r'.'. �I / l! 1JT a {{ N Tt OWN 15y, Gr' ,��y,,� ,y,,,� MPFL - - - LOT 1Q C R GI GO,1 E 5 ,A �o �M u �. �.,; , � ,. . iq e ."e` FLOORY�' A5 N0'FED , N Y 11{ 3 s h•,�* F "' !U T .. �. '-, AIE 9TA2k a 'h $llrq� 2 W AVE wV�J I�OCKGO�'E LANA N.. SCALE: AS,NOTED L ' ° : qy di l - a is 14 ,L r 1A d a, ,r SM 'k1 1. J * - Y TIMBERLINE ULTRA LoL - (COLOR,TO BE SELECTED) o . _ ASPHALT SHINGLES— FINISHED ATTIC FLOOR (EL +20''-117(B' j ' ' FINISHED ATTIC —L0 0 R (EL._+20 _ — ) — ' F 2 _ — — — — — - 3"DIA, COPPER — FINISHED 2nd FLOOR CEILING FINISHED 2nd FLOOR CEILING LEADER ' e Z_ CEDAR WOOD DECORATIVE !l-D WROUGHT IRON RAILING & BALCONY " "WEER fNATUkAL GEOAR x; 1 pADLE LOUVER _ MODEL•GL 712 -TIMBERLINE ULTRA Tp ' _ASPHALT SHINGLES'— _ f (COLOR TO BE SELECTED) - —TIMB LINE ULTRA —ASP L7 SHINGLE — — — AS —TIMBERLINE ULTRA —72—� —TIMBERLINE ULTRA —72 FINISHED 2nd FLOOR EL. +1V-10 518 — — �PHA64 EI{INGLES —7 FINISHED 2nd FLOOR (EL. +11`-TO 6/8")' � (COLOR TO BE SELECTED) _ (COLOR TO BE BELEC f 4., FINI5HED Tet FLOOR CEIWNG ' f` FINI5HED tet FL60R CEILING 3" DIA. COPPER WOOD TRIM i' iI1 p�I 11 L DIA. COPPER a F�H (CEDAR,WOOD ® CEDAR WOOD( � (III II II LEADER TO F� 4O � SHAKE SIDING I SHAKE 51DWG DRYWELL Y STONEWALL _ CTED) - W = To N (STONE TO BE BELIE _ _ - — — w� FINI5HED lot FLOOR EL. FV-15 1/2')— FINISHED let FLOOR (EL. +i'-01/2") FINISHED PORCH FLOOR (EL. +1-0 T/2") _ _ - _ _ BrhSE - - _ - `- _ - — NISHED PORCH FLOOR(EL +1-01/2 t 'O N _ (STONE i0 BE SELECTED - (STONE ) - ' _ A/C A/C FINISHED CELLAR,CEILING _ ' s FINISHED CELLAR CEILING ) 5T0 E TO BE SELECTED "ry #( #2 _ _ - _ _ - _ - _ - _ - _ GRADE EL. -T' /2" GRADE EL. -T'-5 1/2" _ _ _ _ - III $ 3" DIA. COPPER 3' DIA. COPPER - - ' - _ LEADER TO LU RYWI Q _ DELLO n 3'-p1l Tifl Jco 1I I I DRYWELL ''u f � — '' cc I T- FINISHED CELLAR FLOOR (EL. -8'-3 5/8" — T — #121'1' — 5INI5HED CELLAR FLOOR (EL -8'-3'S/B")'" ) 1 < p Z 4 _51PE ELEVATION Y 5 Yr ]6 At 1 U 4 . N 4111'1 611 4' 16" 7'-71/2" 7'-91/211 s m 111 10" 1011 I/ ro 7'-111/2" ro � J A U_ O Q - EOIW. EC1LW- RQI1N, EGllAL JO'! � Ip" 1 ,5 f " LU LU Ip ' 1� lie 1 j ti'' kJ Wn ' 5'-41/411 r M _ SCREEN POR TIDY PORCH E ELEVATION C 1Y� �jpp GHIt)E' ELEVATfON. - G ' -- ✓cALG: 3fV =11-01 or 1, . : - - SCA 51D ', E _ n „- 1 1 CA ' � - f s r �f ' DATE-, 1/19/2005 REY: DATE'' DESCRIPTION .,, Joe No: l/ t ; F 1; q /,.^� ' }� /� /'+.y''� - IY�'yY`� LOT, rlLl IV OI✓�I�,VVE ESTATES q GHK B,YiAJD' 2pARkIUEW ', ff All obi _ : '8 m t �rvd t°'^ t Fs �il a' FGOOR: ° AS NOTED .Y - - - ep rydE STA4!-� .„ r -_T �, 12( �KCOVE LANE r KEENPORT N.Y. = -" 4. ct t'y';1 � a1,} i7. '( ee Md • SCALE: A5 NOTEDf G � , ' '.i' If FIX 0I I M AL1 12 / ., — _ ASPHALT'6HINGLW .7 (COLOR TO 15E SEI-ECTEQ)e„' �14—v 7r I ATTIC' SIF. " FINISHED ATTIC FLOOR EL. +20'-11 7/8'9 — — — - — — — - - - — — _ — —- _ • FINI9MSD XOO��EL-�20' U 7/9% Z 2 — — — . — '� , ! 1 1 `,i(1 f .C,Tv b 9 '� {'r n . (j i�Lh !� �,7� — — FINISHED 21d FLOOR CEILING A' F1N16HED 2Bd FkOp ENTRY HALL BEDROOM CL. ` BEDROOM : It it 4 ___ -_TIMOERLINE ULTRA- , r ' .• CIDA5PHAL'T 5HINGLES 12 — -- > > � yy ' (COLOR TO DE SELECTED) —21/44' i --105/ - o (EL, +11' — — - --- — ` � I'• — ' FINISHED 2nd'FLOOPEL FINI5HED 2nd FLOOR +11105/89 a � r� I s , .r : / 4 1 ,. { 4 A-23 " — l,a' - a C, A, ✓,f1 '}�,r .• , 1 a/. I � , � 1r r 1 --- " —/ - FINISHED tat FLOOR CEILING ;FINI6HED 16t F�40 DEILIN6" 5" DIA. COPPER - - Q LEADER TO DRYWELL A-23 ELECTRICAL Q - --�- O P - 5UD-PANEL ,I - 3EA ER 00PPER DINING ROOM m- —COPPER WALL CAP r % W DRYWELL h - u� o 2 CAR GARAGE LU FINISHED lot FLOOR EL +1'-6112") I I ISI ,' ' , ,Pr ( ): 'V,rr j. (I rel : �,`r, . ,)1' ,1V _ -S — — — _ - -—FIN CELLAR CEILING _ r I * .'F1NI6HED�OARAGE FLOOR' GRADE EL. -T-61/2" LU A u _ QDA, 4 _ a 03 MECHANICAL ROOM CELLAR00 UNEXCAVATED I F r LU , ro FIN15HE0 CELLAR FLOOR(EL:-8-5 D187 s +�. 2. FINI5HEO CELLAR FLOOR EL. -6-3 5/8") N Q / A-22 A..p2 �- N" A BUILDING 5ECTION � SCALE: 1/41' = P-0" � d�'rvtIt UL f 7 V - r ,- - R a N LL � ( y II LU LLI I : 1 6{ < Q ? 11 3 z , LU LU N I} a N. 1i y',y I� i �1 � ka t✓n ✓�V � fzi, � DATE'. 1/19/20051w c G a u REV: DATE DE5CRIPTION ,/ o`� ���fEa., �f JOB N0: _ A � ' � , , ;a .� ;; fb�,� I,J ;a�at�: asc ,, x, -.r k - I�„ _ pry °ll G �{ � r /(., 1 rz� w' s rK T ^`Y' - x•,,.�l ,� vt � t'" ---- — — „ N Y: ' GK TS.Wnp4fIJ�I R`. �dx t :•, , ) r pW D • - :-- - � , - �.• _ -. � - _,. , - .� � ,� - _ � t t� -4 t �f I -,_}"_I '� r=�,a'1 hrvp s$, .t.yF� ' G — -- — -- 6Y:T_+7 AJD ', 2' KAV �II ,tl�'RA Elf+15` , , " vz -- OT 10 @OCKCOVE :ESTATES CHK '5Y e3n�l��eE• FLO Ri, 5 NOTED ' ry S•'`•,tnu: :x 'Y':i}h I r-+- 1 p wv,o+'PF \Ida a . w. a1fl z �p>•r, {'TV; I 1 1 .,1r S^ p4 r� F�Y'r15{x Jas p, L 1. . - - Fes, - t Yg,xITT t , IF � S I &, I °5 ' 1� �\ 1� ' ' �.,y VA/11 f r I -,�� - 12 7 li 12 - _ f l ui , `r- tlr _TIMBERLINE ULTRA .ASPHALT SHINGLES —(CO OR TO 8E SELECTED) ' i {il, 1 fu _ 4 r: +yaSP ,a P '� - T �r I hl 't- Y.4".23 rpn. ATTICZ'' "exrM r, V Lu _ Z _ _, ., _ _ _ _ _ _ FINISI'JED ATf(GY+CO�R L t20�-t :r r4 ° _ J r _ FINISHED ATTIC FLOOR E_( L. +?lJ'-17 7/8") _ _ — — �rxp ,b,> r^p4r . °a r� FINISHED 2nd FLOOR CEILING - i- - - - 3" DIA, COPPER FINISHEP+ NAIFWO(( iL{}IG ",- �,1 ��J� Y- 1 _ 4 M t I MASTER BEDROOM 'l"7 Fl -"_TIMBERLINE ULTRAS --ASPHALTES— : t lea _ y ""21/4 ^'(COLOR TO BEE SELECTED)_ FINISHEP 2ttd VWOK,�,(EL,+11'-10 SIEr FINI5HED 2nd FLOOR EL. +fl'-10 5/n _ — — — — — _ — — ---- ), I"\rV,r �f�rV� r dl I, 1 l li ,'f ll{ 1 d�ij. 'i� FINISHED 1st FLOORCEILING w Q KITCHEN \ LIVING ROOM Z 0. KITCHEN CD' - I 3" DIA.COPPER II�— N ill ��'-I DRl^NELL L LEADER 0 9D n `prp'y w F _ Il �, 1 � I Iil� �I� P SCREENED PORCH I i � I - FINISHED iet FLOOR (EL. +1'-6 1/2")— — — — — —PIN_(SHED lat FLOOR(EL +9tS-ip.nl y �, -I ` r0 n�' ! ' : .7L I ,1 1 n {: 'I , �'� �Q Ir �,�, 1' ^ T- r i� \ \ ',-1 C !, � 'r (r Q' j` rt f�. , .m t t - "' FIN151 V RRAC FCOO�EL�1- �iT2r : ,.' .. h- FINI5HED PORCH FLOOR (EL. +1'-0 1/2) �, (1 R, 1 . 4 �� I r : ,t'. -a•" — ( j' ) s ' 1" -r may. FINISHED CELLAR CEILING '—' a - - - - - #2 #3 FINL'�iHED GELL/F�LEILIN6 GRADE EL -1'-91/2"Ch Tin - - - GRADE E -115 2 lI f I I � r. TIPI UNEXCAVATED I . w CELLAR I N h Ap',. N cc . a z }¢ FINISHED CELLAR FLOOR EL. -3'-3 5/8") I" — _ _ — — — — �, " `� FINI5HED CELLAR 8 FLOOR (EL.-&'- 5/8' T. k G 4 .-_._ � 5 --- � (A-2 r j «: Z Z pr OB BUILDING SECTION ' M; SCALE: 1/4' = P'0" I, jr-5 L 2 - - T"f n is d7 Iy Q 1 Ix u U UU � c u ; s 'LA � T',F gIT l IT { Lu jv , �1 • _ .: t u, 5IT IT �M1 r I + I xx I� is ry( e m + a Ir¢f Iativ�p-r r +t[- x !xFgp p: ,t tl +9 Ft + r I �3 tW r p REV, DATE DESCRIPTION pEo a DATE: 1/19/2005 r J ��rF JOB NO: V II V �,.`: ,f ,' .. T- , - - yt�� w1r. OWN BY: GK A Fll1V.1}/ � yyGGa ;I { 5`` f 'T4,4, T4. - r r �� �� p 4' GHK BY: AJD 2P*AAt,r =,,fit -- — LOT 10 0 ROCKCOVE ESTATES r h =r,w -:;d,5 "yr n'.Ir a e_F - + a'�;ru ec,� v a °atxestee¢°t ,FLOOR: A5 NOTED .. .� P ¢ t . 1 , t' x fir"" r �[},>' .!' NE ARE NPONT N':Y. :, z.. ,a — -- — -- RUGKCOVE LAIP C N wCALE: 75 NOTED �� :1 , �yy D '7 .. i' t' f F a v ^ k _yam• N a A5PHALT 6HIfi1d19 ' . - 1 i i" ] , �' !� YET IF IF IF i 41, IF yre - _ ---^' - —(CALOR r1 'J ni(' ( 'T A ATTIC r g Z FINI5HED ATTIC FLOOR EL. +20'-11 7/8") _ _ _ _ _ z Jill- r " FINISHED'ATTIC FLOOR (El;+2CN 11'1/6')' ` — _ — — _ 11' fel AN,.;\i _ _ _ ._ _ — _ - - € I � FINISHED 2nd'f40AR FLOOR , FINISHED 2nd FLOOR CEILING —�_.) _ - - ' y 431 L,I - W - DECORATIVE _ — ' ` WN �I �® F WROUGHT IRON _ — 1 i RAILING& DAL CONY Q j - er R _ �� - - TIMBERLINE ULTRA a Q3 MASTER BEDROOM ASPHALT 5HINGLE5_ I ,y _ 4 =(COLOR 70 BE 5ELECTED)'J co Q3 ` �+ v- —TIME INE ULTRA— _ _ - __ - I —12 _ + INISHED 2n4 FLOOR EL. +fl' 106/6 FINISHED 2nd FLOOR (EL. +11'-10 5/8� _ _ ---ASP ALT SHINGLES—_ _O _ —( � �, - ¢ 1YJ-BE-9EtECiED1 _ FINISHED Tot FLOOR CEILING _ - � FINISHED 1st FLOOR CEILING �- N m 3" DIA.COPPER O 1 ! IF I 9 f LLE F ii' /; I� r ENT Y HALL Z - 1 �L_ - O i� i� IiI / \ U-L co j _ ���, 3' OIA.COPPER LLI Q I� q ENTRY -i {I ~ oRnLLLEADER O z W \ , LIVING ROOM vIF �.� _ I ;L �� _ j � � I i I•i i _ _FINISHED Let PLOOR{EL.+161/2') FINISHED lot FLOOR (EL, +1'-6 1/2') O _ — _ (I"7 ' , i ll I�^' FINISHED PORCH FL9OR (E +1,0 tY2 FINI5HED PORCHFLOR (EL. +1'-01/2T— _ -` �: 1 �, �, f „ `/�"J ,IS rH ' JAI"� � .A�1 �� 11 : �1 1� � • 1 �� �f 1� . , }, FIN15HE�W4AR'CE0.1NG S, FINISHED CELLAR CEILING F } I { GRADE EL -t- '/2' GRADE EL. -1'-51/2" It. ���n� Lu � �zj,I, � Y ' �� y'! Cyd} E o I C LJI, � n UN CAVATE QD Lu UNEXCAVATED I Iy TJ I m CELLAREbLi �. Z _ f " j , ' _ FINI5HED CELLAR FLOOR(E1. 6'-3 516' y FINISHED CELLAR FLOOR EL, -8'-3 5/8° — I ►o — — FF / i' _ A2 - A22 - W - - , a OC BUILDING SECTION m SCALE: 1/4" = 1'-0" y f LL IF I IF Cg Fi W 1 r^< k Z t i •( tlf5 �'1 Lou F FI FIF N (n nl DATE: 1/19/2005 , "FA � ; JT3VdlN } REV. DATE DESCRIPTION _ - . . A�Eyco;�a�y SOB NO( AN /' [A IT - - I - W k _ J t -,1r --_—_ ate• - ° `-7 1 1 {.�• � ,t� DWN-6Y: GK I 2PPl�fN MSSETF ., C7. : .�" — .: t CHK BY: AJD f� _ >.,.,�� – 1kl � _ 1 C�KCQYE :E5Ti TES .o p � 'FLOOR: A , ` —`I----- ' s-.'.' , . , �' I- - � :',. :. .-, kry p1 a, 5�'NOTED , s _ � - ,' 1 ' EEN�o�T N .�r. B �L — ---- ISO-CKCnVE LANE , , nESrwtE 1 ! — — -- SCALE:O NOTED ': y i f: — - '. � _ - - , • " � � _ .. ' 1 x '.:4.:T Iyer" -fr � 'r:ia r� y':-< y j- Y '�' ' - - _ 4 a 'rjAn`r••#yy. µAc�'Y�"xa Ll d, ,d}�� ,� 1.cMr i {y°;� x.° (rN �,: 1 ,11117 ' _ - � .. s• � - , _ - W � �" k " . x ',� �'�i'b 1i{I r 4� kZi'ti,Yt„up y�� I IT' IT IT . _ - - �- -,-•--,= :�----•--'-,--, _ _ i.. x ' 1 �F-.•.J� SidV e)moi-�y r�Z r �i �-� s �� - —r'- - Y y .- 1 E� F .Ei�7 mCY4�!•'r In ll ru'a{ {fiR ,N!• IT 4 - � TIMBERLINE ULTRA -,_ASPHALT SHINGLES VNIa Ifxi'xixIc'{ - e _(COLOR TO BE SELECTED) �..•r;1 7 _�_ - spa f wru k'qt i, kyr `r"'tlra 7'3f✓a is& ' a"F� - — - Ali�- _ ATTIC i t �f r �' �_ �_ -- � ' _ ••''/F x -- K FINISHED ATTIC FLOOR (EL. +20'-11716") �..� - •r - - - - FINISHED Arnc.FLQOR„(EL t' `119)B' - - A FINISHED 2nd FLOOR CEILING - LEADERS , s"ZVV a FiNlSMEO P,tld PLOGNI M� r { I�®rp'� CL SET BATHROOM �i {� y� JI� , �,1y�"i i 41 t +i III 1 BEDROOM HALLWAY < 00 1 1 >LL�(I ,U 12 r'� „ g s � 1, � 71�Y.T V! td �i J1 d l'. - _ /S F �1� • ( _ r,✓,� A 22 FINISHED2tfd FL00R E4. r'"�" `"r� r s v FIN15HED 2nd FLOOR EL. +11'-10 5/b'D -� i`:flrig,. -' — .S FINISHED 1St FLOORCEILING = h# 5-_r` q '•ttu"p}5w. R FINISHED tat FLOOR CEIL G x _ r 14 :i I sFx'e I , env -rollIT lI 3" DIA. COPPER �I O W LEADER TO o oRYWELL 2 CAR GARAGE -- c� °' / I FINISH D'lot FLOOR EL. +V-6 9 2' , ") r,^ l - - - _ - Q4• l ( 1 / 1/ ,� ,r, A 4 ", I, (( 7V1 X1111P�1�" FINISHED TER EFL OR(E4w,+�D1T2'J_ r a 3 FINISHED CMA, t VLIN� _ ,,.. ". FINISHED GARAGE FLOOR(EL,-1'-21/2") - - a - O ( L � 217 O - - - if IT Wco cc UNEXCAVATED CELLAR LU TI Z FINISHED CELLAR FLOOR (EL. -b'-3 6/b" _ _ ( L. b y O NICHED CELLAR LOOK E z BUILDING CT 1w . s SE ION O SCALE: 1/4" __ 1'•0" E' I IT r t V i Q 1 F' Y x111 F )r,,j `L Q + - k � y DL � � � F v I x r If z V / • � - 2 ` `STI z k a :% 0 ; LU T FE IT i x t y wka YeryS: t- r ( 3g y "Z'ffY DATE:' 1/19/2005 " f, ; : r_' REV, DATE' DESCRIPTION I/ I 5",A1.V 10, 9.150,1"'0 A Fa t1' �2 y T T ��° A JOB NO: ' a- DtNN. BY: GK A11Gf5 �ll / I ` WV, „ - - L>° 2P,1' a'h'. , zh '# N {1 � yx LOT 10 CP ROGKCOVE ESTATES v a, CHK''BY, AJD :'; 1+t .; st 4G �ryOF' a 'tcoap " ' r" �F "�, 2 Hesre FLOOR: AB NOTED �r'' Y�f VE LANE 61 N, tk OCKCO .. — `. a, 9GALE: AB NOTED" $� 'w '���. `i T t£ I _ - - - _ „ - r 5' i � I•, '!s �iif +�T,- a K t�'�r) , ,y�ph ' 1 � T' Nk } r U ' y y WOOD SHAKE SIDING tx+ WOOD SNAKESIDING TO BE SELECTED BY OWNER TO BE SELECTEDI BY OWNER ' TYVEK HOUSEWRAP qlTYVEK HOU6EWRAP _ ., - Yl 't�0)1S&}� f1,PP '- r M , T „� .,` '.,,.✓ ; -& a fi"� r` - - 3/4" EXT. PLYWOOD SHEATHING - - - ✓ . 3/4 EXT, PLYWOOD SHEATHING _. , :y,. •ry '� + c 2"x 6"STUDS.®16" D.C. 2"x 6" 8719 INSULATON - T RsiS W6U T1q rl ,t , 111 _ R-19 INSULATION ` 4 MIL POLY VAPOR BARRIER - 4 MIL POLY VAPOR BARRIFR - -: htx�}I.IyOLY'VI�1'q((',SA RI t ," 'E; w nfi�'1 `'. �'�,➢" y f *k `P�„ 5/8"GYPSUM BOARD 1 FINISHED FLOOR TO BE SELECTED4. 3/4"T&G PLYWOOD 5U5FLOOR _ _ r A + iA ts>q ✓} ' �, �"F.�prr ' y� STONE TRIM TO BE SELECTED STONE TRIM TO BE SELECTED / 1 3/4"x 14"GP-LAM LVL RIM J015T Ir �1 (� '� 1 �� %/ -ALONE TRIM f0 y r I T. ALUM. FLASHING _ y - - !AL{1M Pf,T_5`kIINQ' ,. :I } a R-381N5ULATION ( (2) 2 "x6" PRESSURE TREATED SILL PLATES 61/8' (2) "d %$ Pf:E95URE FR♦ nSTD S¢4,•PL.A'TES 'ql ; x, u s T'?tii W ALUM. FLASHING - ' Z WI-60 14" -JOISTS 6C 16" O.C. _ OP OF OU DATION SILL SEALER _ _ �.�p TOP FOUNDATION .r• _ �V a Imo^" h Iia ' < ., EL. (+ 0'-0") ALUM.TERMITE SHIELD - L. (+0'-O'� - 511.L EALEk; -° (2)2"x 6" PRE55URE TREATED SILL PLATES - ' �. �ALUMi. SHIELP I J war a r w 3 t 0/@"PIA, AMJCHOR BOLT61d`lUH(a - r '� I -t, 3/8" DIA.ANCHOR BOLT510" LONG x -r C1 SILL SEALER '"', 9 6-a'O.C. MAX. % - TOP OF FOUNDATION_ F - ALUM, TERMITE SHIELD Y ` U STONE VENEER TO BE SELECTED if f EL. (- 10") STONE VENEEP 3/8" DIA. ANCHOR BOLT5 10" LONG Q U STONE VENEER TO BE SELECTED -' P�.I 1i - '-r- - _ d-• _ d - L_ m �-'.r�tI_ll TqI Q — '-III ! °• • -L Q = / J =-,1 T- _ - �- ;rte _ 6/8" GYPSUM BOARD 6"CONCRETE SLAB W/ 6 x 610/0 W.W.M. 6" GRAVEL BASE0.- R13/65 G w — - �' I- I = = t¢ 11=1 _j ? N-, �Tli�i9. _'-_II . d• . I= - - - I 2" RIGID INSULATION 2" RIGID INSULATION C = '-.T'L, - 2 RIGID INSULATION i> S p . ° ASPHALTIC WATERPROOFING - d A6VHALTIC WATERPROOFING W ASPHALTIC WATERPROOFING O Z POURED CONCRETE FOUNDATION W •° - POURER CONCkETE FOUNDATION , -------------- U) _ a POURED CONCRETE FOUNDATION - ° . 4" CONCRETE SLAB W/ 6 x 6 10/10 W.W.M. I' 'r Lu 6" GRAVEL BASE _ _ . J n _,?,%1 1'-0"x 2'-0" CONCRETE FOOTING - . • �- 1'-O'x 2'-0' CONCRETE FOOTING 1--6,-x 2'-0"GONCRET�POOTkNG F • • .9 • '4 Ir ! W 7-0II - a y it 1LC1�.Y' . Mf G- - WI fig 1 DETAIL SECTION DETAIL 5�ECTION DETAIL 1 ECTION� SCALE. 3/4 - l'-O" 5CALE3/4 u WOOD SHAKE SIDING p WOOD 5HAKE,SIDING14- + z , TO BE SELECTED BY OWNER - TO'BE SELECTEDt';;- < WOOD COLUMN BEYOND _ TYVEK HOUSEWRAP TYVEK HOUSEWRAI`t 3/4" EXT. PLYWOOD SHEATHING STONE FLOORING TO BE SELECTED u14" W. PLYWDD-SHEATHING 'W 2"x6" CTU05 ® 16"O.C. t Z - R-191NSULA7fONc, _ R-191N5UlATION - 2' x b STUD5 01$' OCA . , ;/ 4 MIC POLY VAROR'BARRIEPa W N 4 MIL POLY VAPOR BARRIER 6" CONCRETE SLAB W/ q'$ 5/8"GYPSUM BOARD &I OP OF FOUNDATION 6 x 6 10/10 W.W.M. - rwpf ` r _ 3 41ST&G PLYWOOD 9UBFL002 D -_ El'" 'TIMBERLINE/ MULTKA�ASPH"VLT ROOFING aHl�(f"i4 } tVO - r L. (+51/2") _ rp q„ fi 6"GRAVEL BASE ' ALUMINUM FLASHING 1 STONE TRIM TO BE 5ELECTEDT iv COMPACTED FILL (12" LIFTS) _ ,3Q#ROOFING PAPER r h? STONE VENEER TO BE SELECTED ICE &WATR SHIELD yM6KlNE < STONE FLOORING TO BE SELECTED STONE VENEER TO BE SELECTED r,.�-.+ 2 14j2 PAFTEKS`Wl6 0,G- 1 -- 314"x 14" GP-LAM LVL RIM J015TI 3Y ink; t¢ R-38 INSULATION < ( FOnU D TI N ` ` — ',i (r G .- _ - -• WI-6014" I-JOISTS ® -16"D.C.D.C, '40HEPPLOQR' Q L3/4"Td0 PLYWO'yO'®P.BF,LOBErLLO ALUM. FLASHINGTOP OF EC0'fR�D r`-F -0') _ - 6"CONCRETE SLAB W/6 x 6 10/10 W.W.M. P OF FOUND A 6" GRAVEL BASE O L (+ , i �hU / / - t4 IrJ013',FS X17$9 b F ` ti ", �., £ f ( I 9112 % GP GLU CAM y r (2)2" x 6" PRE55URE TREATED SILL PLATES ( N 6/ G U BOA 1] d Yf S hi W 54L SEALER O3",K.6'COPI'ERGG41'fTER v A.-r t,;, y ALUM. TERMITE SHIELD 17 3/8 DIA.ANCHOR BOLTS 10" LONG . ." 8 WOOD FASEW; 0J- - W©Ql�SOFFIT _ 1 I'-0" 9 6'-0" O.C. MAX. TOP PLATE oz d EL. +10'-71/8" POURED CONCRETE FOUNDATION ( ) CQ,MfINII0U6 SCPEENEq 60FF�T` 5/e GYPSUM BOARD 6' - . 0. - . . -0" . L'LJ7� G A`ii 4 {tl,,',,, -- BI 2" RIGID INSULATION TO 65EJ'�+ ,2 ASPHALTIC WATERPROOFING '""`-�"`�+�-fyVEIC(tQUSIMP it VW POURED CONCRETE FOUNDATIONq. q- < -_ 4"CONCRETE SLAB W/ 6 x 6 10/10 W.W.M. -' - "`� R 1t �}NSU A77QR `'- - I F"' O w a. G"GRAVEL BASE 'all x 5N0$4a'1$ 0C x r t i`, Z -r'-C _ _ ,'a,Mil?AEY�'APDRIB/n(CR1 "T L a'�a� -hr - c 1'-d'x 2'-0' CONCRETE FOOTING • ° ' 1 ¢ _ - ,fii,�l''GYPeIJM'60AiZ[3 rK,�r:r . Q i = T-O"x Z-O"CONCRETE FOOTING' Axl' Lu Pe 2 O . ' r r ` r tir, �Syd f l4 UII DETAIL SECTION 5 DETAIL SECTION L TAIL. 5ECIT�ON s aSy�L SCALE: 3/4 SCALE; 5/4 1-D SCALE '3!4 - 1 0 ate. s f f f�Yi�pY O rr = _ - '!I0 . 3x DATE: 1/19/2905 REV. '" DATE DESGRIPTION , v W " n , DWN DY: GK ,Jw 33` y ,x. m-.rys s aGHK.'BY> AJD 2I AVI'�IF '„ 3,. E gtiy"; ' 'Y �£ T._ LOT 10: 0 � ROCKCOVE ��3TATE� � � r " � .� :, .,a..�yiz ' .t"L- _ - r ._r� -T, , i.. t'� I WF iNE STiSE '.FLOOR: .AS NOTED r ,r:.' ji _F� �'� iM•JY1 Y,1'� ,,MF ' '..� '°is +'q p .[ - ,. - - .ri F �- r ROCKCOVE A�N C1�EEN1'0.1�T,: I�.Y; -- -�'--- — - ., - CA E: AS NO D +" e 'a- S L TE 4 .r{r, 1.) Vr - U`- *Y x Ko- �` ` ;I-wl its ): Pti d 1 vd, - � TIMBERLINE ULTRA'ASPHALT ROOFING SHINGLE "TIMBERLINE ULTRA"ASPHALT ROOFING SHINGLES .�'�� ..,.r- — 'TIMiBB,RLINE U4"'�I'Cr!`7K�PIIhJA'Lf RQOIf ', �ilfr�l ,`' t t T .tl, 30# ROOFING PAPER ---'30# ROOFING PAPER MWATEO'SHIELD MEMBRANE ICE &WATER SHIELD MEMBRANE ICE &WATER SHIELD�MEMSRANE TGE UP ROOF SURF MIN.4'=0" UP ROOF SURFACE 3/4" EXT. PLYWOOD .. 3/4"EXT. PLYWOOD a Z - - - -- - k� 0 LN�5�18't Q.G, a ." s , a' s 2"x 12 RAFTERS ®16 O.C. 2'x 8" CEILING JOISTS®16"O.G, 2 K 12 RAFFt?R z dry L z T_T _' .- _ 2 1/4''x 3/4 T&G BEADBOARD CEILING -- �--r" 2. (� lD 2 x 12 RAFTERS®16"O.C. 2� W R 38 INSULATION -----___, I � 3'x5 COPPER GUTTER T 3"x 6" COPPER GUTTER - 3,%'S",COPPER"X9UT7t'k 8" WOOD FASCIA - 8"WOOD FASCIA N, WOOD SOFFIT WOOD SOFFIT i G CONTINUOUS SCREENED SOFFIT VENT CONTINUOUS SCREENED SOFFIT VENT CONTINUOUS 90$EE QED$OFFIT kENT ''J) M 2" x 8"CEILING JOISTS ®16"O.C. '�-- I'-n" -�- � 1'-7 _ WOOD TRIM W/ BLOCKING AS REIXD TOP OF GIRDER $ --_^ ( ) EL.TOP + 9' 015%6'R — B30CKING A5 REO'D ® POST CAPS EL. (+91015%6') > - 6QCKINGAS-- FURRING A5 REQ'D TOP PLATE 518" GYPSUM BOARD EL +9'-1015/16" ( ) TYPICAL WALL CONSTRUCTION - _ ND PAST CA } - 6 x 6 P0578 W/ POST GAPS � n, $ M 6 PO$T$I/JfrPA57 OAP9�(�HIND] I WOOD COLUMNS BEYONDCDC BEYOND a( w ` 1 I, FRENCH DOORS W/ SCREEN&GLA55 PANELS fr< I , W 4 � , W U DETAIL SECTION DETAIL SECTION DETAIL SECTION s '+ o, O ® SCALE: 3/4" = 1'-0" SGALE: 3/4" = 1' 0 SCALE: 3/4" = 1'-0' I r X 0 b � p 1 '111 e ' ! 9. Z 01 rt - v t d w Z1f ? Z , _ "TIMBERLINE ULTRA" ASPHALT ROOFING SHINGLE "TIMBERLINE ULTRA'ASPHALT ROOFING SHINGLE 30# ROOFING PAPER 30# ROOFING PAPER UW TYPICAL WALL CONSTRUCTION , ICE &WATER SHIELD MEMBRANE ICE &WATER SHIELD MEMBRANE r MIN.4'-0" UP ROOF SURFACE ., .. MIN. 4'-0" UP ROOF SURFACE .' 3/4" EXT. PLYWOOD \` S - 3/4" EXT. PLYWOOD U ALUMINUM FLASHING RBB INSULATION " "TIMBERLINE ULTRA" ASPHALT ROOFING SHINGLE �, ,- I - R-38 IN5ULATION - - -, `n 30# ROOFING PAPER 2"x 12" RAFTERS ®16"O.C. 4 \ 4 +� 2"x 6" KNEE WALL STUDS ® 16"PIC,C 2"x 12" RAFTERS BR +! F+ I 5/8"GYPSUMM BOARD ICE &WATER SHIELD MEMBRANE tp� MIN. 4'-0" UP ROOF SURFACE TOP P4rt'1't t1j 3/4" E 5 PLYWOOD EL, + OP PLAN x 5" COPPER GUTTER 3 x&, COPPER FASCIA GUTTER 4 2" x 12" RAFTERS ® 16" O.C. ( ) 8"WOOD FASCIA : _ �, <• (+ 21' 1}1Y4 x, R-5b Si A N WOOD SOFFIT WOOD SOFFIT i CS ! CONTINUOUS SCREENED SOFFIT VENT CONTINUOUS SCREENED SOFFIT VENT ' ! , LL, 51/4" x 14' GP GLU-LAM i '', o 2"x 10"CEILING JOISTS 016" O.C. 1 6 TOP PLATE 3/4" T&G PLYWOOD SUBFLOOR v- 1 3/4" x 11 7/8" GP-LAM -YL RIM JOISTS Lu EL. (+10'-71/8") - e O WI-6011 7/8" I-JOIST5 a 16" D,G, TYPICAL WALL CONSTRUCTION - 4L 5/8" GYPSUM BOARD R-38 INSULATION TO PLATE Lu R-19 INSULATION EL. (+ 19'-11 1/4") !" 5/8" GYPSUM BOARD 'f r 2" x 6" STUDS ® 16"O.C. - —�-- TYPICAL WALL cMITRUCTION �. 6/8" GYPSUM BOARD < _ _ ` • " _ y' ° Via' r I rik'I ZZJ I" S >� DETAIL SECTION DETAIL SEGTIOf 'ul O DETAIL SECTION 11, 12 10 _ SCALE, /4 1 0' 5 ) SCALE: 3/4' - 1 -0" ° = O' SCALE;,3/4" - 1'-.d".' 1 M. Apr, r 5 0 DATE; 1/19/20 : � s II �j � I^�`� �j �` I REV. DATE' pESGRIPTION V 11 V lyt r ` , J T G # r : ,•r M. EREm A —._ �, n 7Nr ,foal�ah Rctiir T —., - t- ' - � - -- - - _— �� .< . OWN 51': GK } 4 y��� � ". _ T 10 0 ROCKCOVE ESTATES � ti LO � - .,�. �� t GMK BY• AJD � �i'ARY.AV�NI� M�I,I'�tr 1'�1 �y �� of oe ' FLOOR: AS NOTED -- ., I - _ rHE siTPTt- 1 T AAAAAA - -' -. -r {� EEN' 'Di� 1 4Y�' tt�11 ----- -------- - --- 1DCKC01/' ' a: SCALE: ASNOTED .;.. 4s E LANE TA1 � Z+#"Cr r aTd, 2 f� y�i r f M.'asf ,ryI�L4�, _ * - - _ � - p k1 ' t *'.,4+ a + w r Rrer F f• a4 y ,� � , ;W,"t ?C It- a STONE CAP TO BE SELECTED T �q i STONE VENEER YO;BE SELECTED BRICK TIES ® EVERY BtFi COURSE.& .. - " +£1( ._ _ Af-C)" O.G VEKTICALIY i4"CONCRETE BLOCKit - - ?t' 4 • h r i i 1 d 5,m +F L,r1 IV, FILLED SOLID W/GROUT: _ - +ry rr + " '+I r i , (6.1r ,V t r z E #4 BAR ® Z-O"O.0 r " t 1 s s r u - T 4e N + a 4 c MIN.12" INTO SLAB - - , x t: iF P" 'r 1, - - .AiCD' _ - N 1 BESELECTED' _ STO ETR T � � \ 1" STONE FLOORING TOB LECTEO - ETO WCAP"I+0Iy1�,t_j O,Tbl I",'. - L4 FLOORING BEINC'SLsLECYE¢I' CONTINUOUS RIDGE VENT • . "/;' all CONCRETE SLABW/ 111/2-) • a 6 x 610/10 W,W.M. _ WLj+ "TIMBERLINE ULTRA" ASPHALT ROOFING SHINGLES 'r • YOP OF FOUNDATION ) - - - it ¢ , kap , 2 '$�- A- 30# ROOFING PAPER 6"GRAVEL BASE %f " �.fi, + lu r _ ry r,+y u:. ; ICE &WATER SHIELD MEMBRANE �� FT5 MAR �• ' " '�- L COMPACTED FILL (12" LI A r 8 i' 4 ' - - - STONE,VENEER Tttl BE FEL,ECYED Z MIN.4'-0" UP ROOF SURFACE F � i 41 n w BRICK'TIES EVERY'BEh'COU({SE6 1 3/4" EXT. PLYWOOD III T-� s,r 4 0 OGrYERTICALLYit r { wl r y: P-- R-3b1NSULATION �I s - - 1 i " 5 2" x 72" RAFTERS W 16" O.C. It a 14TL-P I L''- • /� - - • 1 3/4"x 14"GP-LAM RIDGE BEAM 'S _yl _ 5 I, r� r`T'llt� � ,r 4"CONCRETE 6LAIIW/ r -{ 6 K 610710 W.W.M, s . <p( , a a ; z. I LII '�/ L=' �r 4"GRAVEI,BASE v< -' ].Y —� T111. • — — �4 ' Fh J I itSof 1 u s , POURED CONCRETE FOUNDATION • POURED CONCRETE',FOUNDATION a Z a , _ , DETAIL SECTION W 13 ' ° n POURED CONCRETE FOOTING f SCALE: 3/4" = Y-O" P POURED CONCRETE FOOTING R - I r =O d" a . H 2� 41r 14 DETAIL SECTION 15 DETAIL 5ECTION O _ O a, o SCALE: 3/4" - 1'-0" SCALE. 3/4" = i'-0 , � � r m + ! Z ¢ — f I Lu Z _ TYPICAL WALL CONSTRUCTION #4 BARS ®12" O.L. `O —� 6" CONCRETE SLAB W/ 6 x 610/10 W.W.M. W -�!, POURED CONCRETE APRON CRUSHED STONE DRIVEWAY' / 12 x 12'SCREENED LOUVER %" � '_ /� LOµyE F f +•�fil 6"GRAVEL SASE - MIN. 6"THICK - - - SCREENED LOUVER BEYOND L f - t, C3A�W C o - - ° . a _ r _S- r �' -011 ip CONTINUOUS ALUM. FLASHING W/ _ _ 2 ° a " F ',= : I ~~ • y 'a. _ r e _ '_' h. -In i-' - : ,M1 . % TOP OF E FOUNDATION r_ ri llf� " • • L� _TTI Til 6 ICE&WATER SHIELD MEMBRANE BELOW _ _ 0 L. ( ) ,L �__ I' r" 'i III L i • 41 GAILY. ALUMINUM DUCE a� / " t ,1� IIS r _ II _ ,4 __ L kN a .I 1T_G,, COMPACTED"BANK RUN"5UB-6A5E " a Ch1 v I�4 uM1NUFrrou¢T TYPICAL TERRACE CONSTRUCTION i . �'- J--TT �- 4'A" _ • s ' ' ` r a #4 BARS ® 12" O.C. p " T1 " 4 - ° 12"x 12"SCREENED LOUVER .•,,� 'a /2' x 17r6QN POURED CONCRETE FOUNDATION LOUYEIL r . i l ASPHALTIC WATERPROOFING TO OVERLAP aF s • t '* `• .+'- rl' +I ''p , ALUM. FLASHING BY MIN,4" •'•v + .+ r r '"', ;hd 5 :v' un d d - _ • r t I n.- t } Lu a = TYPICAL FOUNDATION CONSTRUCTION ¢ Z � ELEVATION1 12 SECTLON � . Q - 1, 4v6fl -,� GALE: 1/2 . DE. 'AILYL� T.,+t�l xx _ u / T1,1 I ! ki 18 16 DETAIL FRES O' ! TYPICAL 5 AERRAGE/BUILDING FLASHING DETAIL GARAGE APRON H IR INTAKE . 17 SCALE: 3/4" = 1'-0" s LE 9s 1aaxgl T 5 Jtr 'R DESCRIPTION X ' (u T' REV DATE a DATE: 1/19/2005 �J Ie Al "u �} J"05-NOi : Il�a ��� �u 'aF ; "�`:,}' , �? ta";:. J —�— — z 1 t DWN 6Y.; 6K �.-�--_ .; ° � CHK BY: A p 2t�P�K'AV�f�I� 1� +11Y,�'C — I- LOT 10 9 ROCKCOVE E5TATE5 a 'j. � � ..... . r , o - r ' n C - _�-- - —'__ - - ti .. rylor rxc srntc _ s.-' FLQOR: tAS NOTED ' .k s'i, 'gym zrt _ :I. LANE' G E E K IT pO RT N.Y. :, rF. . - ROCKGOVEi� .: el — -- - - w.. SGALE A5 NOTED r J-{ ._j zi It r}i Ry A X2,5 r - - - Yr fit4 ,, q �fr." _ - 11 -M 7 41. - � � _ � 79 I r =9 a �. 'l11� k4`� Fyi s� '• - � � Ayr �` ' a � Lr$ ,i �'�5 �$yd�• HORIZ ,(BOT" StpES7,1 _'.J : _I - -STONE VENEER�� _ RISERS _ i l lfl �— — I. �� �•,t�� -��. :�_ _ ; ��,� �T — _ —� J _ r �I — „cul 'D % - �L / tl�l—II 1YJ— .P` >r •r S 7 — _ 4 - -OVA - 01 7 01 r .c' — O 1 — � t t xL � :r _—_ I - _— � �G4 BAR —�" ♦� � w .:_„ o CELLAR 'C4D NOSING— -011 + 40 #4 BARS - #4 BAR5 - {_ C 24" O.C. J'c= 9 24" O.C. N — - VERTICALLY VERTICALLY 71 1:, w � R - - GRAVEL ILLCASTIRON z 1 -FLOOR QRAINFLOORD •a II 4 :z I i P -__ _ � ' . . .• x'11 i ( J a� ALIGN 4" (5DR35) fi 3 DkAIN LINE ` OR LINE — TO DRYWELL h f1rro� TO PMELL 10 I ' owG •➢ mO DETAIL SECTION 20 DETAIL SECTION z SCALE: 1/2 = 1 0 z SCALE: 1/2" = 1' SCALE: M 5F ROOF ROOF w 1 Y g i !}r' VENT STACK 6 d, 10"x 6"x 1/4" STANDARD CAP I _ a'S (4) 112" DIA, BOLTS N TO RECEIVE GIRDER FLANGE ATTIC ATTIC 41 s' (2) 2"x 6"'SILL PLATES _ _ � � NOTE: 21, _ TOP OF GIRDER TO r _ 5" x 5' x 1/4" 15,62# STRUCTURAL TUBE COLUMN TOP OF FOUNDATION -- BE FLUSH WITH TOP uv�uv ' " T. 1 T —�— u I El. (+0'-0°) _ OF FOUNDATION WALL - - 2" VENT STACK', eNOYv s T *a Er I ral er a�rnrR I"•q^�" PENT STACK'' o 2nd FLDEJR /:ROOF'' 2nd FLOOR / ROOF F . W 10)x 30 GIRDER 0 - I 2., 2,, 2„ B„ B' 2.. 2.. 2,: . ', , . i TOP OF DtEAM POCKET m 2 2 _ '4}. 'N CONT.WELD 112'1" FILLET WELD -•r, ryry aa E +, TIAv r$V,Nff51NK yRN BINK #4fF r_ 15t FLOOR s1rn K 2" 2 u 19'x 6 x 1/2" BASE PLATE 6 x 10 x 814' STEEL - F.A.I. _ '� w , y r -pn 2 ral er _ ra -,r r �, ,,- U" ON CONC. FOUNDATION BEEARING PLATE ca, 44' (4) 3/4" DIA. BOLTS MIN, 0" 3/S"1" NON-5IHRINK GROUTD A��NCC�OR9 BOLTS - 2J 3 82 2 22,. f NTWALL O 4" SOIL STACK 4" 501L STACK f7 �1 „KH °s`I`w'K 4 ,SOL 5TAG�C:, CELLAR G.O. G.O. C.O. CELLAR;.' 't 3ftl e,;, 2 ; nit 6" EXHGI z TO NEW SEPTIC 5Y9TEM _ P ' TYPICAL LALLY COLUMN DETAIL TYPICALt3EAM POCKET DETAIL "ouSETRAp SGAL:Ei NOT•TO SCALE T A SCALE: NOT TO SCALE �` ie '$y' pLUM'BING IZISEI . DIADI2AM T ' , �� SCALE: NOT TO SCALE 4, PA � kS7#`� z gale r a DATE: 1/19/2006 r 4 DESCRIPTION REV; . fJATE, o°.P : pix NO!, ` �1 �A1 a y o z r x , r I DWN BY•' --- T •/��] "" CHK'sY:' AJD r. 2J'A'~KA�.k T.�„v � '( +� ' .. 1 �V .yl� ' - t L .� ?. Inn ..ri - �,'� ,"R LOT 9� 1�OCKCOY TSTA ��::' FLOOR:' .A5 .:: a tkr -o- • ';`�r§ n a!"is�` n 6rJ ... :� .; � �. ➢ ,rc^:. fa�''•- Y'. I ' .. S,,�x, -. - - a s hk"Y`'!f''.§� IttY k ' h COPE LANEEEN1�01zT N.Y. 2QGK CC �1 --- - w r s a•. AS NOTED _ �, GALE• �� ' n ' ^1 21 -01' - _ F- 21 -011 it GAS LINE 4' d-2G Isi � Z � — 4x4 I I I I ` FURNACE THIMBLE FRE5H AIR , € FLh�HINf3 T �� .� , INTAKE `.� fa.T ,<er. :`� , "e ROOF��1, , ` o- x VI In 3 k i 26 I I � Rr u 1 _ _ 22 I I ASH PIT p� _ 1,011 � F _ I I — LINE OF ROOF � 1 -' 27 O .z, Y STONE VENEER T < zz `x LEANOUT DOOR A-z6 I TO BE SELECTED `p 1z Cn I k ell X 9 — LINE OF ATTIC FLOOR 3 -�I ASH DUMP LINE OF 2nd FLOOR CEILING :' T < 01w ' :i •, 42 all pK N 4"x 4" FRESH AIR INTAKE f a f O¢ � _• � ABOVE TOP OF FLASHING, es I i VT _ LINE OF COVERED PORCH ROOF - a I — LINE OF 2n4 FLOOR fl` LINE OF let.FLOOR CEILING _ LINE OF COVERED PORCH CEILING \\ \ FIREPLACE PLAN @CELLAR FIREPLACE PLAN @ 15t FLOOR q <. " 2 I 22 SCALE: 1/2" = 1'-0" � s II I I I n l y � �, � �,, SCALE: 1/2" = 1'-0" I I 4 ! v _aiw STONE VENEER Q 5TONE VENEER - ;�1 4-11 2 TO 8E SELECTED - TO 8E SELECTED DAMPER ' r {t d;, I w xd + r "gu O RAISED HEARTH 22 11 v -0. Z L 5LINEI LINE OF lot FLOOR I- - _ LINE OF COVERED PORCH FLOOR IWO j ASH I ° 4r pV[ 211 CHUTE�h -�" CLE MAP a .� FLA HIND ® m I I 2 m POO GRICKET ^' 26 FURNACE THIMBLE ASH PF 2" UM 25lz- 26 J L rl e l e„ a 25 f A-28 Vi 27 !� CLEANOUT DOORS - , p z7 '` `'t" A-26 6'_4" DL 'ANOUF CD it 8 x 12" G y,. T.G. FLUE " LINERS . .Q. - ' LINE OF CELLAR FLOOR F , ) `I J iti a' ?" Y 4 �P � Y � YI,E`' 1 i w `� 4 2 1 t UJ EXTERIOR FIREPLACE ELEVATION IMITERIORIFIREPLAG ELEVATION ( E 1 26 �w FIREPLACE PLAIN @ROOF SCALE: 3/8" - r-o" 5(GALE: 3/81 . 1'-0' FIREPLACE PLAN @ 2nd FLOOR * .. � i `n ft�e, !G i yfs�iq�"' V3 1 ✓�6 E SCALE: 1/2" 1'-011 SCALE: 1/2 = 1' 0" DATE;,, 1119/20015sgr } '1 r DE7-777777 SCRIPTION — ago ^A 159 r A REV. DATE _ -- NGE �iE cy JOB Nb: — e DWWDY: GK PJ'CHN Cfi p 14 K5 q{ « 2F'PkKPNt ---- -- CHK'€�Y, NIP --�-- - OGKCOYE ESTATES LOT ';I,V 1/^J '. V— 1 : 1 tr 1 4 ' - "Fs�' 1 r 5 . . 41 Y YH,:y rii"T. � 1 �i 1 '1;i✓ '?v 1 FLOOR: 'A$ - - op/HEST 120GKCOYE LANE GREENPORT, N .Y. Y SCALE:, AS NOTED ix R :I h ry f 1, 14,40,1 e Z r }', b VV, IIV. 1 F? TM1I'}'I L} L Y� LI h L a j - 0 5im J J L pson Strong-Tle G HH rit, V i 1 d Ju d Z TYFIGA.L HEADER TIE-DOWN DETAIL 5impeon Strong-Tie CCQ4(5 SGALE: NOT TO 5GALE t r 5i pson Strong-Tie TYFIGAL POST GAF TIE- DOWN DETAIL o TYPICAL TOF PLATE / STUD TIE— DOWN DETAIL �a°i Lu 5GALE: NOT TO 5GALE 5CALE: NOT,TO SCALE A I _ vl Q } i ` �II Z Q r < Y i_ N Z , 4 Q a ,r r<4 Y n •, J Y 5a :i ° . 2°MINIMUM 51DEGOVEIZ 0 Y ® 1 C ClY � IV { 1N ur If V�" E x dV 4 jI ❑.1 1 : H , Simpson 5trong-Tie FJ L G Y 1 t, k � z A6 5impeon Strong-Tie * ` 1tl Simpson Strong-Tie HSIV „ h FTAIT LU TYPICAL POST BASE TIE- )OWN DETAIL TYPICAL KNEE WALL TIE-DOWN DETAIL TYPICAL 2nd FL-00 STUD TIE-DOWN DETAIL k SCALE: NOT To SCALE f a 1I , SCALE: NOT TO SGAL 5GALE: MOT TO SCALE 4tVnco w .DATE:' 1/19/2005 4 DE r .w – r ro, O, R V. DATE _ � %' - — - NO: � A5 ENCE— p, '<?r JOB f� i� k �t f. 0, C J fJ11A .x4S J - i - � RWN,BY: G -t—. -- -1- - �< - - K'BY. AJD - Pi�2KAVt fNt >d -- - --- - LQT 10 C ROCKCOVE ESTATES c� - - � �l>'MfnATb°k� 1 1 ' 5"{.3�1 FLOOR: . A5 NOTED;:. -'� } s _ r' yr,` s'',r _ 1 -- NFOI�T N .Y. AD 1T � I :1� -- 120GKGOVE LANE G12EE � ► SCALE:" iASNOTED. . �" RI M _ L s(! N}y fid S 5 d i.i 4 I ar �`' 1` ' .r;ryrS} t' -� V � ,