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Home My WebLink About37760-Z Ot Town of Southold Annex 8/1/2014 P.O.Box 1179 54375 Main Road VSouthold,New York 11971 T:T'Xt7'Is}. CERTIFICATE OF OCCUPANCY No: 37061 Date: 8/1/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2105 BROWNS HILL ROAD ORIENT, SCTM#: 473889 Sec/Block/Lot: 13.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/14/2012 pursuant to which Building Permit No. 37760 dated 1/17/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including partially finished basement pergolas and deck to an existing one family dwelling as applied for per ZBA#6643, dated 5/16/13. The certificate is issued to CARMELA&RALPH CONSTANTINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0045 7/16/14 ELECTRICAL CERTIFICATE NO. 37760 1/10/14 PLUMBERS CERTIFICATION DATED 3/18/14 James Hanno Au 0 ' ed patu TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '$ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37760 Date: 1/17/2013 Permission is hereby granted to: Constantino, Carmela & Constantino, Ralph 260 Garfield PI Brooklyn, NY 11215 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 2105 Browns Hill Rd, Orient SCTM # 473889 Sec/Block/Lot# 13.-1-8 Pursuant to application dated 12/14/2012 and approved by the Building Inspector. To expire on 7/19/2014. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,011.20 Total: $1,061.20 Bui ding Inspe i � - ��lS Form No.6 TOWN OF SOUTHOLD i ( AUG _ 1 2014 UILDING DEPARTMENT TOWN HALL 765-1802 X► FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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$15.00,Commercial$(115.00 Date. ( `� . I t C _o It/ New Construction: / Old or Pre-existing Building: (check one) Location of Property: 03 A-cu-)(X ouse No. Street Hamlet Owner or Owners of Property: �C 1y\ Suffolk County Tax Map No 1000, Section � Block f Lot (� Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: .(check one) Fee Submitted: $ pplicant Signature SO!/jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. ox 1179 CA 1-0959 Southoldd,,NY 11971 Q roger.riche rt(D-town.southoId.ny.us �` � �� C4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ralph Constantino Address: 2105 Browns Hill Rd City: Orient St: NY Zip: 11957 Building Permit#: 37760 Section: 13 Block: 1 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: ATR Electric Inc License No: 43569-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 38 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 22 Smoke Detectors Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower 6 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches R Twist Lock Exit Fixtures TVSS Other Equipment: 32-low voltage lighting heads, 7-paddle fans Notes: Inspector Signature: Date: Jan 10 2014 81-Cert Electrical Compliance Form.xls of so�r�o Town Hall Annex h0 54375 Main Road "1`!r'� -1$0- vs rr� P.O.Box 1179 Southold,New York 11971-0959 — 1 2014 AUG. � .. BUIIDING DEPAR -- - T11�NT BL`)�, .. . - TOWN OF SOUTHOLD CERTIFICATION Date: 1 . Building Permit No. 333 �- h s owner: (Please print) Plumber. A Jq ri G h/ (Please print) I certify that the solder used in the water supply system contains less.than 2110 of I% lead (Plumbers Siignature) Sworn to before me this day of 20 COLLEEN A.MONTRONY Notary pubNo. lic state of 11006132243 w York Notary Public, Qualified inCo .Suffolk unty Commission Expires August 22, f4f 8 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [VI� INSPECTION FOUNDATION IST ROUGH PLBG. FOUNDATION 2ND INSULATION FRAMING/STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS:- a�� ze�� , c7 DATE �3Z/,�Zl� INSPECTOR -2! 3`7 7 6 TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ;,,,�DATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE //-3 INSPECTOR aO��pf SO!/T�o<o • a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C) DATE S /1,69/C3 INSPECTOR U Of SOUL �o��► yob TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [v INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Cy"eL 13 ,oma.-� a/c, 0�7 G� l .� DATE INSPECTOR pF SOUl�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE l l b j INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 00, DATE G� INSPECTOR 37260Irgso� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 I INSPECTOR Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue,Greenport, NY 11944 admin@fairweather-brown.com 631-477-9752 March 19, 2014 Town of Southold Building Department Southold,NY 11971 Re: Constantino Residence 2105 Brown's Hill Road Orient,NY 11957 B.P. # 37760 To whom it may concern, This letter is to confirm that based on my observations at the above referenced project throughout construction to date, and to the best of my knowledge, belief and professional judgment,the insulation at the above referenced project have been built in accordance with the Residential Code of New York State,and the Energy Conservation Code of New York State . If you have any questions,or require additional information, please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, A.I.A. ti AUG - 1 2014 ' ' f k MAN WAI MAP IM INSULATION STATE BNERGY • t G MWER ADDMONAL COMNZNTS • • OUPM;rurni N.Y.S.D.E.C. Trustees 22 Flood Permit Examined ,20 > Storm-Water Assessment Form Contact: Approved 1 /0 201,3 Mail t Disapproved a/c Phone: Expiration ,20-1� Building In for APPLICATION FOR BUILDING PERMIT Date A4.9 , 20/.1, 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. 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. Signator f applicant or name,if a corp ion) (ma&g address of licant) State whether applicant is owner, lessee agent, chitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises eq iz- (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. ��o �S H, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy of yc4 4e_2�� b. Intended use and occupancy &',t� iu-L" 3. Nature of work heck which applicable): New Building Addition ✓ Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front .5-A 7A Rear r3 Depth Height fid 'tO" Number of Stories / Dimensions of same structure with alterations or additions: Front .5'a �� Rear Depth 6Height_ �3 Number of tories .2--, 8. Dimensions of entire new construction: Front .11�� Rear c.9�� Depth l8 Height I Number of Stories a 9. Size of lot: Front_ D6 Rear. /10- Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 4e'� 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO /Will 13. Will lot be re-graded? YES NO excess fill be removed from premises?YES NO 14.Names of Owner of premises-j(,- Address Phone No. Name of Architect Address 6i'e�»6? Phone No //77 —MA Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO t/ * 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 * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO—/- * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name f individual signing contract) above named, CONNIE D. BUNCH Notary Public,State of New Y01k the No.01 BU6185050 (Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk oun ty Commission Expires April 14,IVL 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 4-�_day of 201oZ Notary Public ignature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c 2A-74z (— Phone: Expiration .20 a <<' W E Building It Spector u FEB 15 103 APPLICATION FOR BUILDING PERMIT Date 17/ -, 20 (3 BLDG.DEPT, INSTRUCTIONS TOWN OF SOUTHOLD 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. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age arch�itecL-engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. L Location of land on which proposed work will be done: 2ps wc,> DR-(qAT House Number Street Hamlet County Tax Map No. 1000 Section r ✓ Block I Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premi es and inte ded use a occupancy of proposed construction: a. Existing use and occupancyt�1GaZk b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Additiony 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 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 52�LP Rear 1511 Deptfz)6 { �- Height d /(01 Number of Stories Depth of §ameructure with alterations or additions: Front Jzi� " Rear Height 24 ?j Number of Stories 8. Dimensions of entire ?ew construction: Front , rt Rear y� hepth�" Height Number of Stories 2 9. Size of lot: Front _Rear 7/D Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R 12 Does proposed construction violate any zoning law, ordinance or regulation? YES /NO 13. Will lot be re-graded? YES NO_L// Will excess fill be removed from premises? YES NO 14. Names of Owner of premise4 G C%WWo Address a Phone No. Name of Architect jar Nb.)ti Address el p 4[PvL7 Phone No All-175),- Name = 7S)/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 SQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO l/ * 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 onsurvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO vs * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, \ 'C�e is the (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 day of 20 Notary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: February 22, 2013 TO: Robert Brown(Constantino) 205 Bay Avenue Greenport, NY 11944 Please take notice that your application dated February 22, 2013 For permit for additions and alterations to an existingsingle family dwelling at Location of property: 2105 Browns Hill Road, Orient, NY County Tax Map No. 1000 - Section 13 Block 1 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to this non-conforming building on this conforming 53,759, square foot parcel in R-40 District, is not permitted pursuant to Article IV Section 280-18 which states,• "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum rear yard setback of 50 feet The proposed addition/alteration notes a rear yard setback of 25 feet. QzSigna e Cc: File, ZBA f ( f BOARD MEMBERS OF soar Southold Town Hall Leslie Kanes Weisman,Chairperson �� y0 53095 Main Road•P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 .1L T Office Location: Gerard P.Goehringer vs ac Town Annex/First Floor,Capital One Bank George Horning %2`0 �� 54375 Main Road(at Youngs Avenue) Ken Schneider �yCOU NTI,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD l AY 2 3 2013 -• Tel.(631)765-1809•Fax(631)765-9064 Tp f�r�of so!�T�o�o S,DELIBERATIONS AND DETERMINATION MEETING OF MAY 16,2013 ZBA FILE: 6643 NAME OF APPLICANT: Ralph and Carmelo Constantino PROPERTY LOCATION: 2105 Browns Hill Road (corner North View Drive and South View Drive) Orient„ NY SCTM#1000-13-1-8 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 15, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is a conforming 53, 597 sq. ft. lot located in the R-40 zone district. It is improved witha single family dwelling and an accessory in-ground swimming pool. It has 202.59 feet of frontage on Browns Hill Road, 206.14 feet on South View Drive, 347.28 feet along the eastern property line and 238.90 feet on North View Drive as shown on the survey dated June 1,2012 prepared by John T. Metzger, LLS. BASIS OF APPLICATION: Request for Variance from Article IV Section 280-18 (Bulk Schedule) and the Building Inspector's February 13, 2013 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at: 1) less than the code required minimum rear yard setback of 50 feet. RELIEF REQUESTED: The applicant requests a variance for a first and second floor addition/alteration with a rear yard setback of 22.6 feet where the code requires 50 feet. ADDITIONAL INFORMATION: A letter in support of the application was received from a neighbor. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 2, 2013 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and Page 2 of 3—May 16,2013 ZBA File#6643—Constantino SCTM#1000-13-1-8 surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property fronts on three roads and the dwelling has existed in its present location since 1969 and is situated well off the road where the proposed additions and alterations will not be visible. The applicant is proposing the majority of the additions and alterations within the existing footprint 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is proposing a second floor addition above the existing first floor in the rear of the dwelling,which has a non-conforming rear yard setback of 22.6 feet. 3. Town Law.267-b(3)(b)(3)The variance requested therein is mathematically substantial representing 54.8%relief from code compliance. However, the addition will not be visible from the road and the neighbor most impacted by the request sent a letter in support. Additionally, the proposed second floor addition with flat roof is proposed with a 24.6 ft. setback from the existing property line which is a two feet greater setback than the existing first floor. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to an existing home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried,to I GRANT as applied for, based upon the site plan from Robert Brown,Architect dated, 3/2/2013., and the five pages of plans and specifications dated 03/02/2013 by Robert Brown,Architect. Subject to the following condition: 1. No accessory structure(s), other than the existing fence, shall be located in the existing 22.6' rear yard setback. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Page 3 of 3—May 16,2013 ZBA File#6643—Constantino SCTM#1000-13-1-8 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Dantes, Horning, Schneider. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /d) /2013 �I I �t1FS�l �35�� D � � 4375 Main road 4 Telephone(631)765-1802 P.O. IU9 • ro er.idi a (631 7 5 ti MA tl7�09 � jwus D BLD&DEPT tIOWnI OF SOUTHOLD JUN 2 5 2013 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION 10Wg OF SDEPT REQUESTED BY: Date: Company Name: LC-s_ � C SSO Ucense No.: Address: Phone No.: 3 - 3 31 JOBSITE INFORMATION: (*Indicates required information) `� b *Name: Qh *Address: 1 5 , *Cross Street: („lye it *Phone No.: Permit No.: Tax-Map District: 1000 Section:_ „_ Block: j Lot_ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) O Vec�i t9 n (Please Circle Ali That Apply) *Is job ready for inspection: NO. "Do-you need a Temp Certificate: foug�hln Final YES rOMP Information(If.needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead additional Infonnafion: PAYMENT DUE WITH APPLICATION i i 8241equest for inspection Fot►a i f r ° Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner ant IdteM-Contractor or Other(Cirols Ons) Properly OWNER IDifferent Man"[card) Am r r- Mmum ►I h n s Add V f, Add t a T -70fFfV O T ne 959 5, Faxak !J A r E-Ma : t� INC N t i1 E- p'y tC01 . 'WW1 Property ItMfDr g O Brief Det Poon of Coneau0 AcReity,Proposed Sttacdiral BMPa,Soil S.C.T.M.II: 10W _L �_ StabAmui n BMPs,Projetx Scope and/or Sequ®ce of Construction Activity DLtrW section sbek LW (Pr&AdeAddnawlPope asNeeertl) Name of contractor andfor contact Pen n Rasponelble for bnplernentadon of SWPPP: 'RA 19 h -_L�A� _7?-.e !c r JtEsc.�cerc.✓ Ad - - Tele �^ Faxff•. ��=�•�•.��Y � E-M,�, _____________� -_ �n or Parap�R� slbin for Installation 6 Mal cs of Eco don PradEw: __� :�-- ---------- Address:. TalephorneV. Fax --------^------------------------------ --. E-Mall: Total Area OFAtI ,, QQ� ..��I� TomlArea afLand ClearMg ---..-----------------------_----_-__------.-_ i Project Parcels: � andlor Ground Dieh+bance: fyA000 (SA tA-..) (8" Fumes} ------------------------------------------- Project ______ __________________ ____Project Duration: start End _. .._,.---------------^----------------------- ! (And*ated) CAOO Date: Date: (NumeerdCebMsrtl 4i S VVIIIthis Project Disturbefive(5)orMore Acres atV Any One Time During the Proposed Development? Yes No --------------------..___......__-____-_-_--- IfYES:Planes Arawerthe FolloMnpl --------------.-----------------..,__---_..__- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? O No b. Does the SWPPP Indicate How Frequently the Site r--1 List the NAMES or description of all Potentially M Im wcted Water6odiea and(or Wetlands: Inspections will Occur and for What Period of Time? Yes No I`rr c. Does the SWPPP Adequately Identify All Temporary = [, __-__---- --_---.----------------------------•--- and/or Permanent Soil StabaiizatlonMeasures? Yes No -______ d. Does the SWPPP Adequately Identify a Complete Q = ..-.....---_.._.-_........._.-._.---._-.-.._.....-_.------ -_____-_.--- Project Phasing Plan? Yes No status or Impacted watewody:(eg.TMDL,303(d)Listed,Impaired-) e. Does the SWPPP Indicate Additional Site Specific = Practices that WIN be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC NoticeQ Type of I„paend Waterbody,(.g leak.creek,nay,Pond,Sound,Freshwater Wet end-) Of Intent and SWPPP Acceptance Form for Review by the Town of Southold? Yes No STATE OF NFW YORK, r4o ary Public, state ofNewyork COUNTY OF ............SS No.01 BU6185060 //�� .:Jm-lified in Suffolk County QI That I, ,l'[.f Y�.4� N �i�L ..t7....................being duly swom,deposes aWdtrs(aye' Eyflemkit�'t11 100 (Na sof Ind due signing Document) Andthat he/she is the ......................................... .... ............................................... (Owrier,Contractor;i19eM;Corpoiate U(Hcer:etc j Owner and/or representative of the Owner or Owners,and is duly authorized to perforin 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 herewith. Swom to before me this; /4' / --..........'....`....!.:,1..................day of... 4 .........._._....,20.�c�— Notary Public: ..... .+`^...... ............. ......... .... .. ......................................... Sig -tune of Applicant) SWPPP Assessment FORM. 03-12 T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only- 115 nly: Storm Water Pollution Prevention Plan s•c.T.M.�: Property Address: � ' Review Checklist Checklist # 1 l000 /3 � or.nmt -S;Wo—n Lw REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: ;YES) NO i N A ;Explanation for NO or N.A. Plan Sheet (Does tete SWPPP Adequate) Provide for andfor Indicate the Followin : , , , Location(pg.#) 1. Drainage Calculations&Stormwater BmPe Designedto contain a Two Inch Rainfall On-Site. ' 2,-Construction Phasing Plan]ndicatlng 8eguenoe of Proposed Construction Adlvities.- 3 General Location Map s +O r I 4 Draiange Site Plan Drawn to Scale at Srxiai(li0'}feet to the Inch or larger indicating the Following: , a__,Location end Desert tion of Property Boundaries i� _ _.___..._._._._._____J 177 1 b. Site Ac ,r--J,�a c,_ All Existing,Natural and/or Man Made Features on and within 50'of the Property Boundary; i Q i Q _.__..... ._.. ....--.---•_.._._.......__-_...._._._._.___.__._._ d. Test Hole Dale Indicating Soil Characteristics 8�Deplh to 5esaortal High Water Table; _I I Q I Q e_ Contours Indicating Property Elevators(Min.2). r--' f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures . _- --•-•--ate„O(�+ _._.._.......•- -- g. Location o WoodedAreas•�Isolated arses with a Minimum CNmens(on of 18'Diameter; �� l _.._.-........._.._._.._...._....._.......__.....-...__._._... . o l conservation Dfshib't'Soif�urvey.- � i , I 5. Background Information about the Scope of the Project,Location&Description of the Silo, i 1 ✓ l;0 i©i - _._._...._...---...__.._._. Proposed Changes to the Site and All Existing Development on the site_Indudithe Following._3 ✓ , _/3 ._AII_improvQrllffRla lflS'�ltdlg9 T9tal.A[o.A_vf l and Rletul�@nS .$LT9ta(eSItQ.Ps9d,.__._._....._. - s i i•_._._.._._._.._._..-------.___...._..........._-___.__.. .. b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume -,_Nature of Materials Involved: c. All Areas R .ulri,. Cls+arfn andlor Grubb , , ” d. AII Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately be e. AII Temora &Permanent Vegetation to be Placed on Site; I r r©I f, All Tempora &Permanent Storm Water Runoff BMP Control Measures P _.9•_.The Anticipated Pattern of Surface Drainage_ Duri Periods of Peak Runoff __ ._..._._.._.-•----__._._ �_ ICS. 10�_.._...•........_._._._._-.-.------._._.._._..._ _ . . h. The Location of all Roads,Driveways, improvements;•friciuding Temporary s 8��orisfruction�tag�ng Areas;._._..__.._..._._._._i 0 i ;0{._._._._.__._._.___._.-.-_-.--..._._.._._._.._.__._._._.._...............__.-_- .. .._._._.._....__._._._._._. .._._..f._'i`Cie`[=�ls`tfrig'$-Final'�ontours ane or Spo4�fevaffoirs oftFie`siie:--�._._..---._._.._....__-_._.__-i[;�i i Q�-_._._--_--•__._..................___-__..__._._..._............._.._........-_.._....._.___......._.--._------.... 6. A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation , , , &Stormwater Runoff Control Measures. r escnption o Pollution Prevention Measures that will be Implemented. +Q c + , 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or Im lamented for EaConstruction Activity that will result in Soil Disturbance. p - --------------------------------------------------------- ofnt 9. Desai tion Construction&Waste materials EVecled to be Stored On-Ske. _._ ~.. 10. Temporary&Permanent Soii Stabiliaatlon Plan that New York State Storm Water Design Manual Technical Standard _-�H-,-_•._- W~ I�E� s 11. General Site Plan and Construction Drawings for the Project--____-____„....__..- _-_1...._1-----------------.. ____ ____.---•---- ..____.__.__..__._..------._,. ............__..__.....__._._ .._ 12. Dimensions Material§L)e-5cations&installation Details for Al Erosion&Sediment Control Practices. 13. -------- Practices that will be Converted- Permanent control Measures. 10r Q - 14.. Img_lemantation Schedule for Staging Temporary Erosion Control Practice or SMP. 1=1: I O -----------------_------__-_-----'+ I 4-•-----._......,...._...-....._.__....._.-- ..................._.,,..,.__...._._.__.__._......~........_.... 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& I I I Sediment Control Practices. � 18. Names'W Poti i We r Surface Waters of the State of New York and/orS,4 that may be Impacted by Development r -------------------- 17. Delineation of Storm Water Control Plan I -----natlo tn Responsibllltles -ProjectCoriatructlonSite.--_-____..__..----____..__---..__..~.___-...._........_.__.' 18. AII other Existing Data that Describes Storm Water Runoff and/or Nature)Draina Swalas. 18. Identification of Ail Contractors)/Sub-Contredor(s} Responsible for installing,Constructing, i j i ---------- L -----'-----~•--•._.___...__._.,~.,___...._...._.._.__._.__,..._.....-__._._,_,.., Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. Storm Water Management Control Plan Checklist 0 1 : 03-12 _ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER )a 5 VILLAGE DISTRICT SUB. LOT fm n 1 QY1 + r Vale �--' FO MER OWNER N I E � ACREAGE r If UA, � i 1✓afe ��. �-Y� V . a�. L u c c �- S r] W , ' , i TYPE OF BUILDING ISG nY , ►•�,f r?d . RES. �a , SEAS. f VL. FARM comm. I 1ND. CB. MISC. LAND IMP. TOTAL DATE REMARKS ': - - I s z 68 00 oo ' �3 �y 1' a Co 7 8 6 ,a,S"/G I Q . 7 a 9-C o 0 0 - .z - -ice - c �L (oZ OrtS�'Q .SfQ it a AGE BUILDING CONDITION NEW- NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillable I I Tillable 2 Tillable 3 Wcodlcnd Swampland Brushland House Plot I I Tota NoF'Th V�tw o �3 J, R.O�;�;1• WATER IN STREET) W1 C,o.r rO PUBLIC i 20.00 DRAINAGE CALCULATIONS lC \ lb- \+I` �O Nr'\ ADDITI O : 528.3 SE. 528.3 SF. X I .x O. 17 =89.8 C.F. \ 0 PROVIDE ( 1 ) GO x 4'-GI'D DRYWELL ( 100.5 C.F. NOTE: NEW DRAINAGE FOR AREA OF TWO STORY ADDITION AS 5HOWN. SECOND I`LOOR ADDITION 15 WITHIN FOOTPRINT Of EXISTING FIRST FLOOR ROOF. EXISTING DRAINAGE SYSTEM TO REM 4 SECOND FLOOR ADDInON \ 9/� \ r F.F.EL 104.4' \ NEW PERGOLA Exlsn DRAIN UNE N TEST HOLE DATA c BY MCDONAL.D GEOSCIENCE NE 500GA.5EPTICTAN I'."'FE>G AA \ ROOMS ��\\ - e s TRE a �L/Y1/1 �L / \ONF LEA /\ a EL 95'+/_ 9 A FL TIRE ° ` =S DARK BROWN LOAM OL • Cn� ROX.LOC. STI EL-95.7 /� 8'C A.x 8'I�G POOL y s /+ SEPTIC SYSTE �E[ �'N��/ BROWN SILTY SAND WTH REMOVED 6- VERY HEAVY GRAVEL SM \" NEW PERGOLA FlRST FL J(IS?ING SEPTIC 5Y5TEM TO BE REMOVED IN Al", WITH REQUIREMENT5 OF 5UF OTO• J` - p COU"TY DEPA F HEALTH RVI \ O CHING POOL / • F :. , ON 'LLQ IA. g. A.x 16'D. s _- PALE BROWN NO'`IG`1BORING5EPTIC515TETHIN 150 `vL `YDNCAWN SILTY SAND SAND SILT SM 3 ML NO SEPTIC SY5TE TH 150 / �/ �P,�,K �,��RED ARC/y,� WI BASED ON N AP Of / Q 0vo c�` < p 0EXISTING WAT SERVICE J 53' PROPERTY ROPERTY �. / , +' Z PALE BROWN FINE SAID SP SITUATED AT ORIENT. T/O 50UTdOLD / ��1 = �' ND WATER L?ICOUWTMFn SUFFOLK COUNTY. N.Y. 5.C.T.M. 1000-13-1 -5 / � '� l BY:PECONIC SURVEYORS, P.C. p LAND SURVEYOR CONT /� NTI NO 1\��1 D� �N� AREA = 53,759 S.F. _. 1 d S 1 T E P L A N �P�� ROBERT I , 13ROWN ARCHITECT, Imo.C. SCALE : I " _ 40'-0° W/ fAI RWEATH ER DE51 N A550CIATff5, I N G , T V 194 G:3 J -477-3752 F"ax) G3 1 -477-0q'3 NpRTh VIEW DRIVE S� a�•�' (33 R'O'W.) (PUBLIC WAIM M rod \ 12 ).00' S7 - Z Lti J FND. 93p,, �' X-) J c N82°40'00 E _ MON. �./�\A�k -.M—ma VORE MON. /7� \� \ MON. V DRAINAGE CALCULATIONS FND. ' a , \\ \• �O ADDITION: 528.3 SF. MAR 1 9 201 528.3 SF. X I .x O. 17 =89.8 C.F. \ �t PROVIDE ( 1 ) GO x 4'-G"D DRYWELL ( 100.5 C.F.) NOTE: NEW DRAINAGE FOR AREA OF TWO STORY ADDITION \ \ \ AS SHOWN. SECOND FLOOR ADDITION IS WITHIN FOOTPRINT \ OF EXISTING FIRST FLOOR ROOF. EXISTING DRAINAGE SYSTEM TIC ? \SEC010 FLOOR ADDI710N yy o,9 F.F.EL 101.4' \ NEW PERGOLA N (� Gp f' \ EX15T1 DRAIN TO TEST HOLE DATA UNE N McDONAW GEOWENCE N I SOO G . SEPTIC TANK By 6 12/21/11 cl ROOMS ELEEL 9 LOAM CL DARK� S'+�_lI d EIROYM d'95,7'r '•�� ONN LEACHING POOL O�� J / 5EPTICCx5Y5TE STC -.A % d 8'DIA.z&D. ^^ BRONN SILTY SAND VAIN VIEW HEAVY SM 5 + REMOVED EXI5TING 5EPiIC 5Y5TEM TO BE REMOVED IN / K � NEW PERGOLA FIRST 1 WITH REQUIREMENTS OF SUF 20� \ COUNTY DEPA F HEALTH RV O CHING POOL / O ON LLQ IA. 8' A.x I G'D. .� \ -G'D NO NEIGHBORING SEPTIC SY5TEMS yJIfHIN I Sd � PALE�� BROW SILTY \�5 SAND SILT SM t ML NO SEPTIC SYSTE WITHI Sd BASED ON MAP OF ISTING WAT SERVICE 5;r`QJ PALE ENtOMN FSE SAND DESCRIBED PROPERTY / SITUATED AT ORIENT, T/O SOUTHOLD \ / ��l r �� ' MaS"Aroe°JC01""°ED SUFFOLK COUNTY, N.Y. GAP `.T!1E S.C.T.M. 1000-13-1-8 BY:PECONIC SURVEYORS, P.C. LAND SURVEYOR \ � / 00� / °DO AREA = 53,759 S.F. -E MON.3.15 d PED ARc/,/,T . SITEPLAN � ,dal ��T �'BRp � CONSTANTINO G P QO 2 /10/2013 REV 103/02/2013 SCALE : 1 " = 40'-0" �QJgJ * v * OBEKT I. BROWN ARCHITECT, P.C. �F RWEATHER DESIGN ASSOCIATES, INC. 205 BAY AVENUE GREENPORT,N.Y. 1 1944 G3 1-477-9752(Fax)G31-477-0973 it 5'C- 14U—TIZED lAr,.OGA'Y DEC rlhG v 511LA, Off Lp m 0 ID I z o (D G0 - G - - - - - -- - - - - - - - 10 1 A!5 RAL fANAILY AFPLA 00 RE -OPEN TO 5. ,LCI;,( 'WADUI b�0-IIER 1p'D, �571-F p rE� ol 00 'n -EK CW Lf Y t. i �/ 1. f 1 4- ,4,5 r')'�Fa 3. Aix, 00 FA k P't,0,5j-r.5 rF� 'T;? MAR 19 2013 L -K- - - - - - - - - - - - - - - - - - - (D U 'K L, 1 2' ROOM FAM HLY AREA Y, 10'r�� DEDRDOW "R —————————-- -- 7 IT IF,', AT70N 0!= anre FL ffLOCA Al U 3 5r.Iu-LIE U-D -+3, Aa Tt;E A t A5 1.0110 IN ——————————— F T I-IF T -T - -------------- 0,11 ------------- v.-o ARC FOYER OPEN TO btUDW 7-5 I- ---------- ol 0 q5 PIED IL (� ' I — OF 12'-!0 1 -,'5 G'.51/2' 20-- -D 1:2' ROBERT DROWN ARCHITECT. P.C. W1 ffAIFVVf.AThf R DE51GN A550CIAT1"5, ING, SECOND FLOOR T/TL E NO.SP5505-S SRa-S 846!94 QA Q Mop of 59 DESCRIBED - PROPER T Y a 3 r? (33. Ropy t S.C.T.M. 1000-J3 18 (pRI N situated of _ ORIENT, rio SovrHoLD s4 5° 20 Suffolk Ca,. New York . oj� 11 Ffmaauala�icumD UnuTles. EmeMINTs 1401FilfOtNN ANP S a UK Ims U=Avoms Ant: HQT C(YAMHTWD Guarantees or ea+'tificatiws"cated hereon shah rtu 401V M _ parson fw whom 16e surrey is pripared,aad on MIs b4"m to _ The title compa", goxerrancatat e94ncy aid teadto0 OsIfl~ C�A 4i3tod Memo+• afw to the assignees of the leadtwa hxalNrlSw_ 1`0 '1 Q Guarefiees or certificafioas Ira Sot tra—faaa6{a-to oddHoeai Iwstilutlaas n aa6sewefi awwrs. 46-0 Vv pr 4 %2 STY FR_fir' � V Q ~ t h � ERGLOS co Ct, pA17O• p/O ROOFI Guaranteed to:Securify Title Guoronty Co. 14.4 O Ralph Constantino 8 �1 v 6AR Carmelo Constantino -�Q_A� OL 41ESTONE % SpGno Abstract Semite Ccrp. DRI vE 347.28 N �. 36'08'2 W- m Q), FORMfRELr PNIV P Ody N/F W CAPRISE PAT T. SECCAr1;;0 PROFESSIONAL LAND SURVEYOR 109 LOOP DPI VE SAY v'!L L E NEW YORK DATE :f219186 SCALE- 1"-40 F1 E .NO. 86-1498 (5/6)567- 7T3 N Y.S. L/C- 49237 FIN15HED FLOOR 1 .I • EL. IOd.4:: z FINISHED b GRADE EL.95.7 NORTH VIEW VE t A-3� 'p'•o,w-j PUBUC IN STREET) 90.1' MIN.PITCH Ila WATER �Q MIN.PITCH 1/8"/FT. i � � m INV.EL. 100.0 INV.EL.94.1' 20G0 APPROX. APPROX. NV.EL.93.6' INV.EL.93.0 G. S� ��^ ? tIPPROX. APPROX. rl„ 30 APPROX. A20-40'00 i i<(. \ `�3Qir do. ip SCDH5 APPROVED SCDHS APPROVED N8 N \ t JPRECAST 60 Cp I,500 GAL. 8'-a'MIN. _ -� MEANDERING VIRE FENCE \ SEPTIC TANK LEACHING POOL 0. 8. Frio Sai /X� �\ �•9C. 1e� r`qC: �{ ii 5g 2 t ro d sR,-A n,t .,i is° t \ CL Irsr ,c €�.e i .✓iaa3 �� i'�V1"�v C' Yrti.v2. 6 \ \ -,.-?, 5 PROPOSED SEPTIC SYSTEM DETAIL BOTZELaQT STHOLE, ONO GROUND T + WATER x \ O N.T.S. ENCOUNTERED �\. ` << TEST HOLE DATA x� BY McDONALD GEOSCIENCE XO 12/21/11 t\ ' DARK BROWN LOAM OL EXUA l IO BROWN SILTY SAND HATH } 6• VERY HEAVY GRAVEL SM �� rr� y Fov �..{ 1J[`�{1J�7 .� �� O SECOND OM ADDITION By Health Dep"'' / PALE BROWN AND BROWN ANDDO F.F. 104.4' \ SAND LT SMSILTY Sdc ML �t 17 2W L1I1L ,o "E"` BLDG.DEPT. IXI5TI DRAIN LINEN TO < 53. TOWN DF<QI_iTIIOl.D N 500 GA. EPT ROOMS SIC TAN 6 G \\ PALE BROWN FINE SAND SP EL.sS.r / FUTURE NLEACHING POOL y� ROX.LOC. STI I B'DIA.x 9' 63• J \"NEW 5EPTIC5Y5TE ge �-.� _ _REMOVEDNO WATER ENCOUNTERED EX15TING 5EFTIC 5Y5TEM TO BE REMOVED INOPERGOLA �, R1RNCI-VATH REQUIREMENT5 OF SUF �O g ST FL OR N1 B� Y . \ COUNTY DEPE,R F HEALTH RV CC.«..C..0 t— a, CHING POOL / 8' A.x 16'D. NO NEIGHBOWING SEPTIC 5Y5TEIN 1501 fv�tr�l _ 9 2092 NO 5EPTIC5 WITH 150 \� '^`�._� •-^�� -- tr '"'S E: _ '^�' J . 5ASED ON MAP OF / FFp��te�`'i�6J ' ` 1 ;XISTING WAT SERVICE / " n, SIFF. CO. HEALTH SER DESCRIBED PROPER Y T?,SV!01pr�ONOFTHE OFFICE TEWATFR NIC 51 T UATED AT ` ; ANY PERSON, �p ARC ORIENT; T/O 50UTf10LD / w rF T iNG UNDER THE �r�P /y \\ �� ^ I OF P LICENSED � 5UFPOLK COUNTY, N.Y. J T, Q p �P TO -LTER A�tY 2 5.C.T.M. 1000-13-1 -8 a .� T�§i DF l lf:s SY:PECONIC SURVEYORS, P.C. / laAsE ;' 'R `r Ft?RtZED I-AND SURVEYORNIUST BE i }��. : t "" P _. D. a^� F. ,.� AC2 ab �OEi !"a L i„ �#r _= K,'ACCORDANCE AREA = 53.759 5.F. X00 ` ' r w EXPIRES T i��mT YEAR �"ROpy$ cANE 0F APPROVAL cF n/.^.•,; 3 I=: �9,VCj ["j BR BROWN W ARC T S I T E P L A N W117AI RWEATHER DIf5IGN A 5OCIATE , INC. P `>��CON51ANTINO P.� IDENCE �.c>� ,` F,v1- 1t. . SCALE : I " _�-0" Q`�0 �._ /. 1 '0/3 0 1 2 -j.._ _.� 0 C. 2 J� �E�� I _ski' ! -✓%:�t? (i-��X`l ��,�� -� 1 -t, l.� X •- J � NQVIEW DRIVE RTh DRAINAGE CALCULATIONS \(33� R•O'W') (pUBUC WAZER IN STREET 20.00 s� ADDITION: 528.3 5F. N82040100"E — FND. 930„ 528.3 5F. X I .x 0. 17 =89.8 C.F. MON. �\ _F PROVIDE ( 1 ) 00 x 4'-G"D DRYWELL FND. d .,/ � ( 100.5 C.1-.) MON. 01-:-MARTNIENT OF HEALTH SERVICES ,ter CUNS7FIJCTED WORKS FOR e \ \ A ZI+NCLE FAA41LY RESIDENCE , H.S.het.ra 0 z •,,apP.disposal ana water sumly tauGiF3 1 t'L1Mt IfCM \ \ J �� .,W w,x/m Certified Cy this Deta't*nt M c :: . _� ,s.'s aW found to Q� sat;�ta 'omv F(1R A MW(IMUM t�tCE ,; +"•'�'i AN ``� F.F.EL 104.4' ;JEW 1500 GA.5EFrIC TANK N GIGO f { � 6 SUFF.CO. qt '.T�' Y.`i w E 9 �� d OFFICE OF WASTEWATLk sW y �t)_r ONE LEACHING POOL I^,�� I�'tf„+ A �� 5 + _ 1 0'DIA.x 13'D. �K LA'eir FC)F-,'l P " F ME D AR ONE DRYWELL Q IA. j#=• 2 O x 4-6"D NO NEIGHBORING SEPTIC SYSTEMS,yVI_(HIN 150' 44 T41 NO 5EPTIC 5Y5TE WITH 1 50' RAI .'- p ? � •� ' 1- ' BASED ON MAP OF 15TING WAT SERVICE / Q0ev P5f f EU, DE5CRIBED PROPERTY SITUATED AT / Vr` '' .3 '. -• - ORIENT, T/O SOUTHOLD SUFFOLK COUNTY, N.Y. 5.C.T.M. 1000-13-I-8 CON5TANTINO UL BY:PECONIC SURVEYORS, P.C. ! II LAND SURVEYOR �,�``'G REV. MAY 2 I , I I JUL 31 2014 gobJ AREA = 53,759 S.F. � �O i MON.3.15 gtia ?( 5 I T E P L A N �P�,�� ROBERT I . BROWN ARCHITECT, P.C. SCALE I 40'-O" W/ FAIRWEATHER DE51GN A550CIATE5, INC. : " = e`,0� 205 BAY AVENUE AS BUILT `a� GREENPORT, N.Y. I 1944 G3 1 -477-9752 (Fax) G3 1 -477-0973 s REScheck Software Version 4.4.3 Compliance Certificate Project Title: Constantino Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: South View Drive Ralph&Cam Constantino Robert I.Brown AIA Orient„NY 260 Garfield Place Robert I Brown Architect,PC Brooklyn,NY 11215 205 Bay Ave 201-692-9585 Greenport,NY 11944 cammycon@aol.com 477-9752 FBDAInc@optonline.net Compliance! Passes Compliance:15.9%Better Than Code Maximum UA:552 Your UA:464 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assembly Area or or D•• Perimeter • Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 689 22.0 0.0 29 Ceiling 1:Flat Ceiling or Scissor Truss 1271 22.0 0.0 57 Ceiling 2:Cathedral Ceiling 689 0.0 14.0 44 Wall 1:Wood Frame, 16"D.C. 524 19.0 0.0 31 Wall 2:Wood Frame, 16"o.c. 2286 19.0 0.0 86 Window 2:Wood Frame:Double Pane with Low-E 700 0.250 175 Door 2:Glass 160 0.260 42 Compliance Statement: The proposed building design described here is co a building plans,specifications,and other calculations submitted with the permit application.The proposed buildin o meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to quirement sted in the REScheck Inspection Checklist. i a 'l U L.1.; Name:TAW" na '.:' Date O E O� Project Title: Constantino Residence Report date: 12/13/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Constantino.rck Page 1 of 4 NrREScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-22.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-14.0 continuous insulation Comments- Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments:8'first floor ❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments:9'+cathedral areas Windows: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 2:Glass,U-factor:0.260 Comments: Floors: ❑ Floor 1:All-Wood JoisttTruss:Over Unconditioned Space,R-22.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffleor retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: Project Title: Constantino Residence Report date: 12/13/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Constantino.rck Page 2 of 4 (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or • repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (9 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight LI-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Lj Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Fi Insulation R-values and glazing LI-factors are clearly marked on the building plans or specifications. Duct Insulation: Ej Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Constantino Residence Report date: 12/13/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Constantino.rck Page 3 of 4 F1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Constantino Residence Report date: 12/13/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Constantino.rck Page 4 of 4 2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 22.00 Wall 19.00 Floor/Foundation 22.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.25 Door 0.26 NA CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1G 17 RESIDENTIAL GENERAL NOTES FINISHES ISSUES, REVISIONS ^t I . CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN SET ADHESIVE. �'�" M15C. GENERAL NOTES 2. EXTERIOR WOOD SHALL BE BLEACHED USING BENJAMIN I . THIS PROJECT 15 CONSTRUCTION OF AN ADDITION TO MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE r� 'S AN EXISTING I STORY SINGLE FAMILY RESIDENCE, CLASSIFIED AS R-3. WITH MANUFACTURERSPECIFICATIONS ANDRECOMMENDATIONS. 2. THE PROPOSED HEIGHT OF THI5 BUILDING AS DEFINED BY THE 3• EXISTING INTERIOR WALLS AND CEILINGS SHALL BE !` RESIDENTIAL CODE NEW YORK STATE IS 25'. 410EXISTING FIRST FLOOR: 2,21 5.5 S.F. CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINTED. PAINTING SHALL BE TWO 1 I 04 �� FIRST FLOOR ADDITION: 490 S.F. (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, M SECOND FLOOR ADDITION: 14%S.F. COLOR TO BE SELECTED . E� ,o 3. THE TYPE OF CONSTRUCTION 15 TYPE V(B). 4. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, r r.�3 R PUg�!� ,IIr ER AND FINISHED WITH TWO(2) COATS BENJAMIN MOORE l\ I f\�, 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 LATEX ACRYLIC SEMI-GLOSS PAINT . 120-00 -- __ F,. ( � RESIDENTIAL CODE OF N.Y.S. AND THE AF # PA WOOD FRAME • CONSTRUCTION MANUAL 1995 55CHIGh WIND EDITION HVAC N82 IOQ11� - �--�� lam_,_, 5. DESIGN LOAD CALCULATION ARE BASED ON: o,40 PND dol �- xJ I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, a MoN. / ��_, LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A ! - � DEAD LOAD: CALCULATED AS PER P301 .3 AS PER RCNYS. HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS MEaNDEeING WIFE rE ICE \ SNOW LOAD: 45 PSI GROUND SNOW LOAD (AS PER FIG. 8301 .2(5) RCNYS. B3 B' ��-x---n .x-xx-,k'-X-'r--X v-_�,_, � � REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR r FraD. EL / / - - �::. MON. , SEISMIC DESIGN CATAGORY B. REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE 1O1 / .'90, �\ WIND UPLIFT AND EXPOSURE CATAGOKY "C", FOR 120 MPH 3 SECOND GUST. WORK. p" 2. PROVIDE NEW BOILER WITH 00 GAL. INDIRECT FIRED \, LOCATION LIVE DEAD DEFLECT LIMIT HOTWATER HEATER, FOR FIRST FLOOR HEATING, AND ALL r\ :\.. DOMESTIC HOT WATER. FNDMON. \ I st FI. 40 LB 12 U3603. • 2nd FI. (SLEEP AREA) 30 LB. 12 L/3G0 UNITS RFOR DHEA INDIVIDUAL NG AND AIR CONDITIONING IL NDALGNEWL Q\t \ \ �` ATTIC (NON STORGE) 20 LB. I O U360 SECOND FLOOR SPACES. COMPRESSOR LOCATIONS TO BE \ ROOF 20 LB. GROUND SNOW 15 LB. IJ360 DETERMINED IN FIELD. wo 0 1 til G. THE ARCHITECT ASSUMES NO RESP051DILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR PLUMBING ,�►�, ' 2 \,\`.• \\. />/" SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. ►� \ / x, �•, 0/ /� I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, r) \ `\., vlr �/ THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL \ ,\ J FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS � i -- `\ \ PIANS. SPECIFIED HEREIN, OR REASONABLY IMPLIED AS r 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. H �Q NECESSARY TO COMPLETE THE WORK. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 2. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL ' I 8. CONTRACTORS) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT CONFORM TO THE NEW YORK STATE ENVIRONMENTAL 5HOWN,LI5TED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO CNSERVATION LAW WITH REGARDS TO WATER SAVING ,. \f j\ ^I `�•\ QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR AND CONSEVATION. ALL FIXTURES SHALL BE ON THE • °c ', \•'',. '`� I ;r/ �\ SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING COMPLETE THE WORK. FIXTURES"AS PUBLISHED BY THE NEW YORK STATE \ 1�; 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH DEPARTMENT OF ENVIRONMENTAL CONSERVATION. %'� j ' `\ MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. 3. ALL WORK ON THE PLi MBING SYSTEM SHALL"BE T �✓j / 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS PERFORMED BY OR UNDER THE SUPERVISION OF A I�■I sEcc-rID FLooP AoDITIorI \\ \ . AND CERTIFICATE OF OCCUPANCY. PROPERLY LICENSED MASTER PLUMBER. UPON A C' \\�c^�`;,• /; \ \`, i%- •t�,',:::;;";:;'i•'T... COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER go �� / / ", '/;' �' '• `� DEMOLITION CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. F.F. EL, 1[l4' 4" �\ ',: 1 . CONTRACTOR SHALL DEMOLISH PARTS OF EX15TINGWALLA AND ROOF AS NECESSARY, 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR G, Ta r, Ii :,� i•.y %%�jj`n, `•� ALL PERMITS, CERTIFICATIONS, LICENSES AND INCLUDING EXISTING ROOFING AND ROOF INSULATION, AND REMOVE DEBRIS. PON /f d , 2. CONTRACTOR SHALL REMOVE AND PROTECT EX15TING KITCHEN UPPER CABINETS INSPECTIONS ASS REQUIRED BY LOCAL, STATE, AND ISI ^ �1 / r N=w FEPcoLA AUTHORITIES, AND ANY OTHER APPLICABLE rv- �;� - FEDERAL AUTHO S A � ON WALL TO BE REMOVED CONTRACTOR SHALL MODIFY CABINETS INCLUDING I■■I X JURISDICTION. rh v �.. �i! / --. EXISTING DRAW LINE To RAN To NEW GLASS DOORS ON DINING ROOM SIDE, AND PREPARE FOR REINSTALLATION. N �i C \ j i , , ",t o`, i• r i , /%!.: j' NEW''I 500 GA.SEPTIC TANKFQR G 3. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL ELECTRICAL 01, \ . OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. `;� ,x� '; \ ` �o� 4. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK I . FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, • i FUTURE W "w EL. 9s. AS CLOSELY AS POSSIBLE UNLESS OTHERWISE NOTED. TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR - - ONE LEACHING POOL`•, t c " - � 5. EXISITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED PROPER AND COMPLETE INSTALLATION OF ALL NEW PROX. LOC.E15TI 8'DIA.x 8'D. i J sEPTIc SYSTEM ko BE ,- - _ - / AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, REMOVED BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY 0201 I EXISTING 5EP7IC 5Y5TEM TO BE REMOVED IN % G. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL r ALL RIGHTS RESERVED S -�' pER[' L '`?;,i F,R T Fl �,ACGORJ)ANCE,WITH REQUIREMENT5 OF 5UPPQL-K- NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, / q R AUDI �� __8--- - COUNTY DEPARTMENT OF HEALTH SRVlOES 2O SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION __g_.= / HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. THESE PLANS ARE AN INSTRUMENT OF O LE CHING POOL z EQUIPMENT, CONNECT -- ONS TO APPLIANCES, j�l SERVICE AND ARE THE PROPERTY OF i 8'qfA•x 16'D. NO NEIGHBORINiG SEPTIC SYSTEM THIN 150' FF�1 GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND FOUNDATIONS DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN THE ARCHITECT. INFRINGEMENTS WILL 1 . ASSUMED SOIL BEARING CAPACITY. 1 ,500 Ib./5cL.Ft. ON THE APPLICABLE DPAV�/ING5 AND AS NORMALLY BE PROSECUTED. ;% -- PF CONCRETE TO BE PLAIN UNREI FORCED, 3,000 sl. - 28 DAY TEST. SPECIFIED IN THI5 TYPE :U;` PROJECT AND INCLUDING NO SEPTIC SYS WITHIN 150'\ I . C p �€ \ 3. ALL FOOTINGS TO REST ON 1 2" BELOW VIRGIN, UNDISTURBED SOIL, CONNECTIONS TO PREVIOUSLY INSTALLED Aft BASED ON MAF OF MIN. 3'-0" BELOW FINAL GRADE. TRANSFORMERS AND ELE=CTRICAL DISTRIBUTION .r • \• `^ CISTiNG WATER SERVICE lo" SYSTEMS. ^j DE5CRI BED PROPERTY \ _ GENERAL CON5TRUCTION 2, ALL WORK SHALL CONf0R.M TO THE REQUIREMENTS OF , I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND THE 2010 ELECTRICAL'.:ODE SOF NEW YORK STATE,THE 51TUATED AT � � � SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED NATIONAL ELECTRICAL CODE, NFPA NO, 70-1 984 (NEC), • I ' �� y" ///' j/ �� BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND ORIENT, T�O :.-.�ILTHOLD \ I `�\ HEALTH CAT (OSHA), THL NATIONAL ELECTRICAL SUFFOLK COUNTY, N.Y. �P NECESSARY TO COMPLETE THE WORK. \n C, 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. MANUFACTURERS' ASSOCIATION (NEMA) AND ANY OTHER r �� Qj 3. INTERIOR TRIM SHALL MATCH EXISTING. APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE `r 5.C.T.M. 1000- 13- 1 -t3 % 010 P' 4. FRAMING ELEMENTS: MORE STRINGENT REQUIREMENTS WILL APPLY. i. .�' 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL �I BY:PECONIC SURVEYORS, P.C. A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL LARCH STRUCTURAL GRADE NO.2 OR BETTER. AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH r LAND SURVEYOR =�� .p0 , �� / Q B ALL SHEATHING TO BE APA RATED, EXPOSURE 1 , THICKNESS AS INDICATED. THEY WILL BE INSTALLED. °�% 0� C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE AREA = 53,753 S.F. ' '�� / Gj��i \ 3/4" MIN. THICKNESS. PERFORMED BY OR UNDER THE SUPERVISION OFA D ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE PROPERLY LICENSED MASTER ELECTRICIAN. MON.3.I S 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR �M i UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED `r ' BE A MIN. OF(2)2"x8"OR AS SHOWN ON DRAWING. E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BY THE LOCAL, STATE,AND FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. r i r j BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0" O.C. MIN.. G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH CLIENT/OWNER I I rt //' F' PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. IT E F L I � APPLICABLE CODES SHALL BE P y F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) CONNECTED TO THE LIGHTING CIRCUITS WITH NO 0-01 OR AS NOTED ON DRAWINGS. INTERVENING WALL SWITCH. LINE CORD-CONNECTED, SCALE : III = 401-011 c G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE AS NOTED ON DRAWINGS. NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED EACH LEVEL ON WHICH SLEEPING QUARTERS ARE GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. LOCATED. ;- >- I NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. 7. SMOKE DETECTORS IN CONFORMANCE WITH THE rl�l RALPH CON5TANTI NO D ALL 2"xG"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. ELECTRICAL CODE OF NEW YORK STATE AND THE I■■I RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA CARM ELA CON5TANT1 NO ALL EXTERIOR NAILS SHALL BE GALVANIZED. p ; NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE SOUTH VIEW DR. A" J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4" O.C. EXTERIOR EDGE5 PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN I~ AND Gd NAILS @ 12"O.C. INTERMEDIATE. _ \ EACH SPLEEPING AREA,AND ON EACH FLOOR LEVEL. M*I ORIENT NEW YORK �\1! K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. � L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON" OR APPROVED NAILING SCHEDULE EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL (PER AF*PA AMERICAN WOOD COUNCIL WFCM FOR PERIMETER JOISTS TO GIRDER CONNECTIONS. ONE AND TWO FAMILY DWELLINGS 1995 55C HIGH WIND EDITION) 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. JOINT DESCRIPTION NUMBER Of NAILS NAIL SPACING G. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND ROOF FRAMING DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER woo PROJECT TITLE ACCORDANCE WITH TABLE I GO9. 1 .4 BLDG. CODE OF NEW YORK STATE. CEILING Jo15T To TOP PLATE(TOE-NAILeD) 3 PEP,J015T "g 7. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. CEILING JO 5T TO PARALLEL RAFTER(P(fACE- AILSLED) 3 EACH LAP CEILING JOI5T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP y M s 8. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995. RIDGE STRAP(EACH END) 2 PER TIE ADDITION TO (SEE NAILING SCHEDULE) BLOCKING TO RAFT EP(TOE-NAILED) 2-8d EACH END .' RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END r EX15T1 N G RES 1 DENCE 9. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL WALL FRAMING s. BE EPDM OR APPROVED RUBBERIZED MEMBRANE. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT • 10. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.51DE AND CRICKETS SHALL BE ALUMINUM. STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C.HEA • 20 CLIMATIC AND GEOGRAPHIC CRITERIA 1 1 . STEP FLASHING SHALL BE USE D AT ALL INTER5ECTION5 TOP ORTO-TOMPL HEADER PLATE IGd IG,2x4,LONGEDGRS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-I Gd,4-16d PER 2x4,2xG,2x8 RESPECTIVELY DRAWING TITLE GROUND SNOW LOAD 20 P5F (PER FIG. R301.2 (5) RCNYS) OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, •% WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNYS) FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT USED AT INTERSECTION OF ROOF AND CHIMNEY, AND FLOOR FRAMING SEISMIC DESIGN CATAGORY B (PER SECT. 8301 .2(2) RCNYS) r WINTER DE51GN TEMP I I°F (PER TABLE N 1 101.2) ROOF AND WALLS. JOIST TO SILL,TOP PLATE TO GIRDER JOE-NAILED) 4-8d PER JOIST r,� SITE PLAN 12. INSULATION SHALL BE BATT INSULATION OF THICKNESS BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END � FLOOD ZONE ( N/A ) (PER FEMA MAP) INDICATED ON THE DRAWINGS AND SHALL BE 2- LB. BLOCKING To J015T(roE-NAILeD) 2-8d EACH END I~ GENERAL NOTES FROST LINE DEPTH 3G" 2 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK DENSITY FIBER-GLASS BATT5 CONFORMING TO THE LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T WEATHERING PROBABILITY SEVERE (PER FIG. 8301 .2(3)RCNYS) SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-86 PER JOIST DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) INSULATION. NAAMM STANDARD 51, Ib-70. BANDJ015TTOJ015T(END-NAILED) 3-16d PERJ015T r � ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301 .5 RCNYS) 13. NEW INTERIOR DOORS SHALL MATCH EXISTING. BAND J015T TO 51 LL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER'COT ww SLEEPING ROOMS 30 PSI (PER TABLE 30 I.5 RCNYS) 14. NEW HARDWARE SHALL MATCH EXISTING. ROOF SHEATHING ABLE 3.8) /'I DATE 5CAL � 15. GYPSUM BOARD SHALL BE EASED EDGE TYPE, STRUCURAL PANELS Sd CT �y < _ ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS) DIAGONAL BOARD SHEATHING 10-1 AUG. 6, 201 2 w, A O ATTICS WITHOUT STORAGE I 0 PSI CONFORMING TO ASTM C36, AND SHALL BEOF I"xG"OR I"x8" 2-8d PER SUPPORT -,1 "SHEETROCIC 5W" BY U.S. GYPSUM CO. OR APPROVED CEILING 10"OR WIDER 3-8d PER SUPPORT STAIRS 40 PSI (PER TABLE 301.5 RCNYS) EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE .y2. ILING SHEATHING r 15UE I G. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED GYPSUM WALLBOARD 51 coolI 7"EDGE/ 10"FIELD AND 5PACKLED THREE (3) COATS. ALL EXTERIOR r CORNERS SHALL HAVE METAL CORNER BEADS. WALL SHEATHING � STRUCURAL PANEL 8D (TABLE 3.9) POO DRAWING NO. FIBERBOARD PANELS 7/1 G" GO 3"EDGE/G"FIELD 25/32" 8D 3"EDGE I G"FIELD • GYPSUM WALLBOARD 56 coolers 7"EDGE/ 10"FIELD HARDBOARD 8d (TABLE 3.9) PAPTICAL50ARD PANELS 86 (TABLE 3.9) DIAGONAL BOARD SHEATHING I NO OR I"x8" 2-86 PER SUPPORT si I"x I O"OR WIDER 3-8d PER SUPPORT '//�\►` F, FLOOR SHEATHING m 5TRUCURALPANELS I"OR LE55 8d G"EDGE/ 12"FIELD 1� GREATER THAN I" I Od G"EDGE/G"FIELD REF. NO. DIAGONAL BOARD SHEATHING I"xG"OR I"x8" 2-8d PER SUPPORT 1 120 I"x 10"OR WIDER 3-8d PER SUPPORT 9 10 II 12 13 14 15 I 17 SUES/ REVISIONS ^Z 1A v M r • V JP" W U A� U � Q � r 2� I r�� H — CRAWL SPACE 1 1 I r 7 - —- rPon G � Nl \� r 201 ALL RIGHT RESERVED \� THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL UP ACCESS PANELS TO CRAWL SPACE OPEN TO CRAWL SPACE OPEN TO CRAWL SPACE ^ BE PROSECUTED. bit Aft law ^Z UNFINISHED BASEMENT BLOCK WALLS CLG=7'-9" FINISHED AREA �j ~ O BATH ACCESS / r PANEL TO WATER 13" DROP SOFFIT law CLIENT/OWNER \\ f � VALVE APPROX LOC. OF HOUSE DRAIN i NEW 3"x 8" LEDGER BOLTED TO EXISTING FOUNDATION WALL �j Mo s r� RALPH CONSTANTINO Oak ° PR VIDE CARMELA CONSTANTINO NEW CRAWL SPACE '� SOUTH VIEW DK. 6'-9 3/4" I'-G" 5'-1 1" I'-G" 4'-1 1 3/4" 1'-G" N 5'-10 1/4" 8" 1 G" VENT r o i ORIENT, NEW YORK FE� N � m N 3-I/2"X 9-I/4" I .9E ICROLLAM LVL 0? N -] 3-1/2"X 9-1747F13E MICROLLAM LVL i N /- ROVIDE ; r PON PROJECT TITLE "X I G" VENT NEW CRAWL SPACENMI C 1 ADDITION TO U-1 EXISTING KESI DENCE C 110 2' x ; A DRAWING TITLE -- ri+ �1 �r FOUNDATION PLAN 15'-10 1/2" 13'-G 112" H31 0 l� I V ® A I 0 �' L A I� \ DAUG. G, 2012 ATE SCALE AS NOTED ISSUE SCALE: 1/4"=P-0" A I ) r" ,n OA DRAWING NO. NMI Jr POR tl"• _. �;m::��-' ✓ REF. NO. 1120 I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 16 I 7 155UE5 REVISIONS 4w ;` K CONSTANTINO RESIDENCE ' -- -----------------__- ...... WINDOW SCHEDULE ............. 1-111-1-1--l; i vv ........... ............... No. LOCATION SIZE TYPE NOTES • FIRST FLOOR L I DINING ROOM CXW 16 FIXED ANDERSEN 400 SERIES 2 DINING ROOM CXW 16 FIXED ANDERSEN 400 SERIES P" 3 DINING ROOM CXW 16 FIXED ANDERSEN 400 SERIES PON 1 4 DINING ROOM CXW 16 -FIXED ANDERSEN 400 SERIES :SECOND FLOOR 5 FOYER P3060 FIXED ANDERSEN 400 SERIES 6 FOYER P3060 FIXED ANDERSEN 400 SERIES Aft 7 FOYER P3060- FIXED ANDERSEN 400 SERIES 8,FOYER P3060 FIXED ANDERSEN 400 SERIES 91FOYER P3060 FINED ANDERSEN 400 SERIES F-1 10 FOYER P3060 FIXED ANDERSEN 400 SERIES am 11 FOYER P3060 FIXED ANDERSEN 400 SERIES 12 FOYER P3060 FIXED ANDERSEN 400 SERIES • 3'-3 13 BEDROOM (2)CXW 16 OPERATING ANDERSEN 400 SERIES/EGRESS X 14 BATHROOM C15 OPERATING ANDERSEN 400 SERIES 15 HALLWAY C15 OPERATING ANDERSEN 400 SERIES FT_ 16 BEDROQ—Nt-, (2)CXW 16 OPERATING ANDERSEN 400 SERIES/EGRESS K 17 BATMOO C15 OPERATING ANDERSEN 400 SERIES NM EDROOM (2)CXW 16 OPERATING ANDERSEN 400 SERIES/EGRESS -x 19 HALLWAY (3)CXW 16 OPERATING ANDERSEN 400 SERIES m 20 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES m c\j 21 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES rpk 22 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES 23 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES AUG. 30, 2012: DOOR SCHEDULE 24 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES • 25 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES 26 LIN/TNG ROOM P3060 FIXED ANDERSEN 400 SERIES (02011 27 FAMILYAREA (3)CXW 16 OPERATING ANDERSEN 400 SERIES ALL RIGHTS RESERVED 28 FAMILYAREA (3)CXW 16 OPERATING ANDERSEN 400 SERIES ~ THESE PLANS ARE AN INSTRUMENT Of 400 SERIES SERVICE AND ARE THE PROPERTY OF C15 OPERATING ANDERSEN 29 BATHROOM I ;0_�;' THE ARCHITECT. INFRINGEMENTS WILL 30 BEDROOM 1(2)CXW 16 OPERATING ANDERSEN 400 SERIES BE PROSECUTED. 1A I aw � I �t NOW REMOVE EXISTING ENTRY DOOR RELOCATE TO NEW ENTRY FOYER -----j l AS NECESSARY. EXISTING KITCHEN TC REMAIN MODIFY UPPER CAE311JET5 ALONG EXISTING EXTERIOR ALL NOTE: REMOVE EXISTING 5"X 8" SOLID FIR POST WINDOWS REfRAME I �1 E WALL FOR NEW DOOR BETWEEN TOP OF PATCH AS NECESSARY. COUNTER AND BOTTOM Of UPPER CABINETS, CONSTANTINO RESIDENCE TO BE STAINED ................. ................... ......... CLIENT OWNER DOOR SCHEDULE ------------ ---------- SW 2 Ao�LOCATION SIZE TYPE ING HDW ---------- ---------- - ----- Qn I 0"DIA. SOLID COLUMN. ............. rim FIRST FLOOR EXTERIOR _ ----- --- --------- II II III ll I I I I ENTRY JEXISTING/RELOCATED RALPH CON15TANTINO — 8"X 8"SOLID FIR --------- IV 2 BEDROOM FWG80611L FRINCHWOOD GLIDINGD POSTS TO BE STAINED I 3'-G" 3'-G" 3 SIDEENTRY --IFWG50611R JFRENCHWOOD IC-11DING CARMELA CONSTANTINO 50UTH VIEW DR. STEP DOWN I I I I I ........... ....... SECOND FLOOR ORIENT, NEW YORK 7 1EX-TERIOR 1 41 FAMILY/ DECK IFWG1006114 JFRENCHWOOD IGLIDING Lu OPEN TO ABOVEII II II I II II II ............... SECOND FLOOR NOTE:NEW FLOC)RING ON z 'NK5T FLOOR SMALL 5V" INTERIOR PROJECT TITLE ` ,OAK, W1 CHERRY STAIN AND 3 COAT I 5 BATHROOM 2068 WOOD/GLASS RH PRIVACY POLYUPffTHANE, EXCEPT 6 BATHROOM 2068 WOOD/GLASS LH PRIVACY ADDITION TO G K 0 U N D f L 0 0 K AS NOTED 7 CLOSET 3668 WOOD/GLASS PAIR DUMMYKNOBS EXISTING RESIDENCE T7 ,/ Z 8 BEDROOM 3068 WOOD/GLASS RH PRIVACY SCALE: I/4°=1'-0" A2 = DINING AREA I 0"DIASOLID EO EO 91BEDROOM 3068 WOOD/GLASS RH PRIVACY COLUMN. C? 10 BATHROOM 3068 WOOD/GLASS LH PRIVACY r 11 CLOSET 3668 WOOD/GLASS PAIR DUMMYKNOBS 04 141--1011 X 171-01 12 BEDROOM 3068 WOOD/GLASS LH PRIVACY DRAWING TITLE �r I _9 z 13 BATHROOM 2068 WOOD/GL A SS LH PRIVACY 141 CLOSET 6068 WOOD/GLASS PAIR DUMMYKNOBS FIRST FLOOR PLAN PATIO / L NDING ZWINDOW SCHEDULE NOTES: ---------- DOOR SCHEDULE .......... ........ 1 !ALL EXTERIOR DOORS SHALL BE STAINED ON EXTERIOR, PAINTED 0" 'N INTERIOR' 4'-0 3/4" 4'-0 3/4" G'-10" 0-8 112" 0-9 112" 3'-3 112" 2 RbVibt_S_tkttNS"'FbR" EL"it' RidR'bd kS'"' ........ . .................. ........................... ....................... 13 oo DATE SCALE G'-1 1 11211 15'-10 112" 1 G'-I 3'l INTERIOR'ijbbk 'SHALL BE STAINED LE'SIDES. AUG. 23, 2012 AS NOTED 4iTDC DOORS TO GET MATCHING CASING TO MATCH FIRST FLOORi ISSUE ISI DRAWING NO. A9fto pm PA Ad0k vw woo REF. NO. z I 1 120 i i 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS �A v 1 K _ 25'-2 1/2" 1 5'-10 112" 16'-6" 1� 2'-1 LT 9'-8 1/4" 9'-8 3/4" L 2'-10 112" 14'-0" 2'-G I/2" 3'-1 1" 3.-) 1" 5'-G" 7'-3" 7-3" v 1 I I I I I I ~ I N r - O I 28 N • I I I I I J PALLETIZED fYIAHOGANY (DECKING w v� o VER MODIFIED BITUMINOUS ROOF( G j 4 • I °o9 ' Ao no Aft I � ~ 1'-4 1/2" (� �� - h _(2 4 / HAND RAIL FLOORING N E P RGOLA ` FAM I LY AREA O I \ CHIMNEY TO BE N MA WE TILE LL' 14 % EXTENDED r LLS AN m 3 ; GAS FIRED FIREPLACE, A FLOOR �p _ PROVIDED BY OWNER. PROVIDE WET BAR ~ OPEN TO BELOW INSTALL F.P. AND FLUE AS PER WITH COUINTER TO 3-0' 2'-I' I i ` , MANUFACTURER'S SPECS. MATCH KITCHEN, r� F p 15 co WITH 18" DIA. I■■I N 18 l�0 "' Im m O \ STAINLESS STEEL N MARBLE TILE 2 NOTE: INTERIOR BATHROOM UNDER COUNTER ~ �J _ WALLS TO RECEIVE 3" BAR SINK, AND � FLOOR AND 3" - ACOUSTIC BATT INSULATION COUNTER IMOUNTER BEDROOM BETWEN STUDS AND 30# BLDG-NICKEL FAUCET BA E i • a - 1 � �O ; 13 13-6 X 101-01 3 I/,2" 12 N j PROVI CERAMIC TILE PAPER ON BOTH SIDES OF 4-G' �n {,✓)1, 3 I/2 m = m NON-CO USTIBLE HEAR STUDS(TYP). \\ _ _ I" 2 " N 13'-G 1/2' N -0" m 3'-I" N TILE PROVIDED BY OWNS o _ _ - - _ = - DI 15'-4 I/2" -- 3'-1 I"- - 6'- I/2" 6'-01 I/2" C201 I � u `� N r ALL RIGHTS RESERVED - N `n N �,— CHANGE IN� FLOOR HOWER: 501 c\v - O N ` WAL AND( GLA OWE THESE PLANS ARE THE INSTRUMENT F 7 2O DIRECTION BL L S ® SERVICE AND ARE THE PROPERTY OF /M THE ARCHITECT, INFRINGEMENTS WILL '91112 D R 5'_7" � I co M BE PROSECUTED. m 7' HAND RAIL - ARBLE TILEl� FLOOR AND 3O BASE ^' C, G m 8 7 6 ^1 9 75h : '-2 12" 4'-7 I/2" 9'-0 1/2" 1 3'-1" 2'-1 4'-1" 3'-1 O" 4'-0 112" • �p 3 1 2" I I 3 1/2" FLOORING N N NEW PERGOLA I N r 1D ALLS AND BEDROOM FAMILY AREA N RAM 555 13'-8" X 10'-G" BEDROOM N D OR N o 1 3'-9"X 10'-6" _ �- MARBLE TILE wa NOTE: FLOORING 15 FLOOR AND 3" THOUGHOUT SECOND cy E BASE FLOOR SHALL BE 4" RED N OAK, W/CHERRY STAIN FLOORING + FLOORING AND 3 COAT r ®„ I 112" POLYURETHANE, EXCEPT n I 0 6'-1" 131 (511131-91, - AS NOTED I r — CLIENT/OWNER 3'-G" 3'-G" 3 I _ ~ ------ ------- - O rr — — — - — — �— — — --------- ---- � '� RALPH CONSTANTINO _--- D 13 ----------- ------- - G �9 CARMELA CONSTANTINO �i --------- ------- - I "' _ �'; SOUTH VIEW DR. o — — --------- ------- - _ _ _ ORIENT, NEW YORK O 12 m NEW/ PERGOLA pm m I I FOYER OPEN TO BELOW m 8 m t PROJECT TITLE m m r� ADDITION TO i EXISTING RESIDENCE 10 gIF N �Y, A I■■^ DRAWING TITLE o m r I SECOND IF LOOK PLAN R yr V 2'-1 1" 9'-8 1/4" 8'-7 1/4" 1 2'-1 O 114" 7-5 3/4" 7'-0" 7'-0" G'-9 112" 7'-3" gilt DATE SCALE 21'-2 1/2" 20'-4" 14'-O" 14'-0 1/2" AUG. 23, 201 2 AS NOTED ISSUE Aftr M DRAWING NO. 5ECOND ELOOK s �,rc,`c' I• k,. /' SCALE: 1/4"=1'-0" A3 le ! M REF. NO. 1 120 II i 10 II 12 13 14 15 16 17 ISSUES/REVISIONS ^Z IL 1A v M r - r 2"x8" @ 1 20.C. - - Moll - - I N AdIlkr - /-3"x8"CEDAR BEAM. rl�l u - - - 2"1 @ 1 2"O.C. • FLUSH GIRDER(TYP). Ll I I I I I I I I \` _ _ _ _ _ _ -3"1 JOISTS @24"O.C. OPEN TO BELOW o I I 1 0 1 I I I I r� G II I�I I 1 I I N I I I I N I I I I I - - - -- - - - - — -- - I�1 ©2011 ti ALL RIGHTS RESERVED LL THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT, INFRINGEMENTS WILL — — 2"x8" @ 1 2"O.C. l ® BE PROSECUTED. I � � - ` 2"1 @ 12"O.C. r 3"x8"JOISTS @24"O.C. 110001 / 2"x8" @ 1 2"O.C. CLIENT OWNER 1EE Ll LL - ----------- ----------- -- r r ------ --- P' RALPH CONSTANTINO _----- -- ---- D 3"1 CEDAR BEAM. Oft --------- I�1 CARMELA CONSTANTINO ------ ---------------- - { r� SOUTH VIEW DR. ORIENT, NEW YORK LINE OF ROOF BELOW. 9 N r LINE OF WALL BELOW. Ml FOYER OPEN TO BELOW I PROJECT TITLE o 11001 6ADDITION i E 15TI NG KEOSI DENCE 5 ECO N D f LOOK � r fL 0 0 R f R A M I N G I '°";, DRAWING TITLE SCALE: 1/4"=1'-0" 3x8 CEDAR BEAM. I■■I SECOND FLOOK FRAMING PLAN r R DATE SCALE AUG. 23, 201 2 AS NOTED ISSUE PRO DRAWING NO. s Ta:....... A^ A4�. _ I■■I REF. NO. 1120 I 2 3 4 5 7 8 9 10 1 1 12 13 14 15 16 17 ISSUES! REVISIONS ^Z �A • r M r • U I I � I I I O I I • N 3"6 FLAT RAFTERS aU @ 4"O.C. D I � DECK ow g m r., -3';x8" PURLINS I I (2)3"x8" % �r-{2)3"x8"�3"x8" RIDGE BEAM • II 3"x8" PURLINS @24"O.C. A LU U 3"x8" FLAT RAFTERS 0 O 3"x8" FLAT RAFTERS 3"x8" PURLINS 1■■I @24"O.C. „ OPEN TO BELOW � F - - �@24"O.C. _ @24 O.C. I � li �n cn uJ r z 3"x8" RIDGE BEAM n- 3"x8" RIDGE BEAM LINE OF _ _ ELI _ J WALL (L� j (!� • BELOW ! x m m I - - - x L 3"x8" PURLINS @24"O.C. O ©201 I 3"x8" FLAT RAFTERS 3"x8" FLAT RAFTERS N r ALL RIGHTS RESERVED @24"O.C. � i @24"0.1- . - - - - ~ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF (2) 3"x8° INFRINGEMENTS WILL BE PROSECUTED.I I 1;; T 7 I I I I I I I I I I I I I I I • � I 'i CU U I U U I U I I I I U I I 3'x8" FLAT RAFTERS O O O O O O 24"O.C. r N N N N N N LU tLJ LLJ I I I ILU I I I LU tu g g g g U-11 g l m c i m m m I I I ch I I I I I I r WCLIENT/OWNER Net mw I I I I I I I I f t RALPH CON5TANTINO CARMELA CON5TANTINO D o r� SOUTH VIEW DR. ORIENT, NEW YORK Icz I I n - r x X m I I m l I I I I I ISI PROJECT TITLE let ADDITION TO r EXISTING RESIDENCE I I I I I I I I r w DRAWING TITLE 0 0 I 1 L / > ! V / 3"x8" RIDGE BEAM r SCALE: 1/4"=1'-0° A5 ,;' ROOF PLAN --� 3"x8" PURLINS @ 24"O.C. MSI I■�I � BISI DATE SCALE AUG. G, 2012 AS NOTED ISSUE_ r wo DRAWING NO. PA A mw r Ij Ao l rte, N M REF. NO. 1 2 3 4 5 6 7 8 9 10 I I 12 1 -3 14 15 16 17 ISSUES/ REVISIONS ,A V•I K CULTURED STONE CLADDING �1 ON EXPOSED CHIMNEY /`\\ I �— STANDING SEAM METAL • ROOF, BY BERRIDGE OR MODIFIED BITUMINOUS 'FLAT' APPROVED EQUAL. COLOR ROOFING TO BE NICKEL OR EQUIVALENT r JI"x8" HORIZTAL V-GROOVE EXPOSED RAFTER TAILS. SEE 1E1 ' P-111CEDAR 51DING(TYP). DETAIL DWG A-I I HAP DIPANEL SIDING, NO - L= BATTENS. ATTACH WITH -- -- EXPOSED BLACK CARRAIGE BOLTS PROVIDE 1�1 — CORNERBOARDS 36" H. HANDRAIL. 2"X G" MAHOGANY TOP RAIL WITH I BLACK ALUMINUM POSTS AND STAINLESS 5TELL PON CABLES @ 4" O.C. u REPLACE ROOFING AT I I REMAINING FIRST FLOOR FLAT Li % ROOF. SEE DETAIL T I� EXISTING FIRST FLOOR. ~ I � lqw G i 'ISI ©2011 -— ✓ ALL RIGHTS RESERVED 3"x8"JOISTS @24"O.C. 10" DIA. SOLID WOOD COLUMN THESE PLANS ARE AN INSTRUMENT OF rl SERVICE AND ARE THE PROPERTY OF �M THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED, WEST ELEVATION SCALE: 1/4"=I'-0" • r , r CULTURED STONE CLADDING ON EXPOSED CHIMNEY-IT ~ t �a MODIFIED BITUMINOUS 'FLAT' STANDING SEAM METAL / \` I■■I s , r i ROOFING \\ 'i' `. \\ -f - ROOF, BY BERRIDGE OR // i' \.,\ MODIFIED BITUMINOUS 'FLAT' i;' APPROVED EQUAL. COLOR ' ROOFING s TO BE NICKEL OR / ��`•, / CLIENT/OWNER \ i EQUIVALENT HARDIPANEL 51DING, NO F /M BATTENS. ATTACH WITH EXPOSED BLACK CARRAIGE ' \ PROVIDE �� EXPOSED RAFTER TAILS. SEE BOLTS /� \`�\� � DETAILDWGA-I I CORNERBOARD '^ RALPH CONSTANTINO � CARMELA CONSTANTINO D r� SOUTH VIEW DR. ORIENT, NEW YORK = pm NEW SECOND FLOOR. REPLACE ROOFING AT i REMAINING FIRST FLOOR FLAT 0 SIDING FINISH TO MATCH EXISTING FIRST FLOOR ROOF. SEE DETAIL ISI PROJECT TITLE Net 3"x8"JOISTS @24"O.G. 3 x8 JOISTS @24 O.C. ADDITION T EXISTING RESIDENCE 10" DIA. SOLID WOOD IA�I EXISTING FIRST FLOOR. 10" DIA. SOLID WOOD COLUMN w DRAWING TITLE COLUMN r , r WEST ELEVATION SOUTH ELEVATION FIN.FLR. � B DINING PKI.FIN.FLR. lel v DATE SCALE AUG. 23, 201 2 AS NOTED ISSUE DRAWING NO. 5 0 U T H ELEVATIONNo A 4 5CALE: 1/4"=I'-0` \ PWI A6 �. I REF. NO. 1 2 4 5 7 8 9 10 II 12 13 14 15 1 G 17 ISSUES/ REVISIONS ^j ,A r� K CULTURED STONE CLADDING ON EXPOSED CHIMNEY M r I I STANDING SEAM METAL ROOF, BY BERRIDGE OR /' � /; \\ \\ I MODIFIED BITUMINOUS 'FLAT' � APPROVED EQUAL. COLOR //j \ \�\ ' ROOFING TO BE NICKEL OR i v EQUIVALENT HARDIPANEL SIDING, NO /,,% \ j' ~ �J BATTENS. ATTACH WITH EXPOSED BLACK CARRAIGE EXPOSED RAF1fER TAILS. SEE BOLTS PROVIDE ;' /;� ��\.• � DETAIL DWG A-I I CORNERBOARDS • - - --- �- i I■■1 NEW SECOND FLOOR. SIDING FINISH TO MATCH EXISTING FIRST FLOOR _ REPLACE ROOFING AT J REMAINING SEE DETAIL LOOR FLAT ROOF • L_ I L I I ~ mw EXISTING FIRST FLOOR. rw IRMO G LLJ - Im ©201 1 _ - r ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF ,M THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. All �A N0RTN ELEVATION SCALE: 1/4"=1'-0" A7, r MEI CULTURED STONE CLADDING ON EXPOSED CHIMNEY f '\ PER r , - STANDING SEAM METAL ROOF, BY BERRIDGE OR \\ //' \ \ FIXED GLAZING (TYPICAL) r APPROVED EQUAL. COLOR \ `\ f /%�� CLIENT/OWNER TO BE NICKEL OR EQUIVALENT I / r \ - rpk EXPOSED RAFTER TAILS. SEE vw I"l HORIZTAL V-GROOVE DETAIL DWG A-I I ~ CEDAR 51DING(TYP). ; \ r RALPH CONSTANTINO � D CARMELA CONSTANTINO HARDIPANEL SIDING, NO / HARDIPANEL SIDING, NO r� SOUTI-I VIEW DR. BATTENS. ATTACH WITH BATTENS. ATTACH WITH EXPO5ED BLACKCARRAIGE EXPOSED BLACK CARRAIGE ORIENT, NEW YORK BOLTS PROVIDE BOLTS PROVIDE CORNERBOARDS CORNERBOARDS ,M i I�1 REPLACE ROOFING AT NEW SECOND FLOOR. PROJECT TITLE REMAINING FIRST FLOOR FLAT�� SIDING FINISH TO MATCH I~ ROOF. SEE DETAIL \ - EXISTING FIRST FLOOR � '~ ADDITION TO 3"l J015T5 @24"O.C. \ r EXISTING RESIDENCE - r wo -- -- --- -- - -- -- EXISTING FIRST FLOOR. DRAWING TITLE 10" DIA. SOLID WOOD COLUMN t , rim NORTH ELEVATION EAST ELEVATION I r BLJ /!I DATE SCALE r AUG. 6, 201 2 AS NOTED I55UE M DRAWING NO. EA5T ELEVATIONPA 2 :` SCALE: I/4"=I'-0„ A7 " pm REF. NO. 1120 I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS �Z �A v K M r • R-1 9 BATT INSULATION v J 2"xG"@ I G"O.C. 2° CDX PLY 1"x8" HORIZTAL V-GROOVE BEDROOMHALL ►� CEDAR SIDING(TYP). REPLACE ROOFING AT -__ REMAINING FIRST FLOOR FLAT ROOF. SEE DETAIL r FIN.FLR. �� r r� R-19 BATT INSULATION - MODIFIED UPEER KITCHEN CABINETS • I' " CDXPLY I � DINING AREA KITCHEN ,••► I"x8" HORIZTAL V-GROOVE -� CEDAR SIDING(TYP). !I r� FIN.FLR. l ISI DINING KM.FIN.FLK. EXISTING JOISTS I� 2X8 IGill O.C. NEW CRAWL SPACE. , I • ter— --- -- 7 EXISTING EXISTING NEW 3"x8" LEDGER BOLTED TO BASMENT BASMENT �`EXISTING FOUNDATION WALL. STAIR ✓ ©S I �j T �I ALL RIGHTS RESERVED 5 E C 9 1 0 I V \ WAY. — - / �� /I THESE PLANS ARE AN INSTRUMENT F01 rl SERVICE AND ARE THE PROPERTY OF r THE ARCHITECT. INFRINGEMENTS WILL SCALE: 1/4"=1'-0" M BE PROSECUTED. ,A C ^1 • r I~ j r i PIN E Aft CLIENT/OWNER I ILL_ TIA r M�1 RALPH CON5TANT1 NO CARMELA CONSTANTINO D SOUTH VIEW DR. INTERIOR WALL(TYP) ORIENT, NEW YORK 2"x4"@ I G"O.C. 2'GYP, BD. I!■I BOTH SIDES, TAPED, SPACKLED ILI - j PAINTED (3)CT5. Net I I LL LL ii i T7 FIN.FLR. ISI PROJECT TITLE BATT INSULATION ADDITION TO - EXISTING UPPER CABINETS i EXISTING RESIDENCE TO BE REMOVED 2"xG"@ I G"O.C. REINSTALLED, PROVIDE • KITCHEN GLASS DOORS ON DINING r --- ROOM SIDE. Z" CDX PLY • EXISTING CABINETS 8" �� DINING AREA 1"x8" HORIZTAL V-GROOVE ^ DRAWING TITLE j �- CEDAR 51DINGnW). NEW WOOD COLUMNS BUILDING SECTIONS NEW CABINETRY TO m MATCH KITCHEN. FIN.FLR. EXISTING JOISTS STEP DOWN. DINING RM.FIN.FLR. MSM 2"X8" 1 6"O.C. 14W i„ ~ / NEW CRAWL SPACE. _3-2 x9-14 I DATE SCALE MICROLLAM LVL .9E 12 MIN. AUG. 23, 201 2 AS NOTED NEW 3"x8" LEDGER BOLTED TO �� BELOW EXISTING FOUNDATION WALL. _ � GRADE. ISSUE 0 � � EXISTING I BASMENT PA � DRAWING NO. 1313 SCALE: 114"=1'-0" All "'D r v � POO'Al A REF. NO. 1120 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS �j J� NEW CONSTRUCTION NEW SECOND FLOOR CONSTRUCTION �A /J PO4 z R-1 9 BATT INSULATION — 6,1� pmoll J STRIP OAK FLOOR TO MATCH FIRST FLOOR. I■~�■1 /`z' CDX SUBFLOOR r FIN.FLR. : Ll Lu L E I • -- ENTRY FOYER KITCHEN LIVING RCC M r: ISI NEW WOOD CLAD i COLUMNS UlLi r� FiN.FLR. -:J ' I 3-z"x9-4" 1 ,91f EXISTING CRAWL • MICROLLAM LVL SPACE. — -I EXISTING ALL RIGHT RESERVED 2011 BASMENT - STAIR WAY. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF /M THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. SECTION cc SCALE: 1/4'=I -0" / ^t • I NEW SECOND FLOOR CONSTRUCTION NEW CONSTRUCTION r Net r CUE NT/OWNER i: f Net -. I f -- �� R-1 9 BATT INSULATION r RALPH CONSTANTINO � I, 2"xG"@IG"O.C. CARMELA CONSTANTINO TSIDE DECK AREA FAMILY AREA FAMILY AREA ►^ SOUTH VIEW DR. 2' CDX PLY ORIENT, NEW YORK STRIP OAK FLOOR TO M� MATCH FIRST FLOOR. I"xS" HORIZTAL V-GROOVE CEDAR 51DING9YF). 2' CDX SUBFLOOR \ LLJ r—R !'2"GYP. BOARD, TAPE, PER I SPAKLE 3COATS, AND PAINT PRIMER BLOCKINGA5 AND 2 COATS PROJECT TITLE Yp" EKFRDZI RD t L I _ W •� r'~ ADDITION TO a � R-19 BATT INSULATIONI EXISTING RESIDENCE ii 2"x6"@ I G"O.C. `i � A TREAD:3'6"X I'3" WITH�F oDG� /// 2 CDX PLY 1h DRAWING TITLE Wr r \I'2°X9�"X2 p" \3"X8"FRAME \aLOCYJN Q 3'X 12"5TRINGER 2EA.)\Z'y"Th BOARD I"x8" HORIZTAL V-GROOVE CEDAR SIDING(TYP). r~ SEE STAIR DETAILS � BUILDING SECTIONS DWG A-10 FOR �I -- eo rTsreucq I N FO FIN.FLR. EXISTING FLOOR JOISTS -I I12• 'vP'cAL N U EXISTING CRAWL ,I NEW CRAWL SPACE. \ DATE SCALE SPACE. �3-Z"x9-4" 1 .9E ` AUG. 23, 201 2 AS NOTED NEW 3"x8" LEDGER BOLTED TO MICROLLAM LVL EXISTING FOUNDATION WALL. ✓ ISSUE Oak 14 EXISTING DRAWING NO. BASMENT M IMI imill 5 E C T 1 O NA9 DD ►�� n I� SCALE: 114"=I -0" '9 ` M REF. NO. �.-�_a1120 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS �j 1A v M STANDING SEAM ALUM. ROOFING(ATAS 8' wA /,' / STANDING SEAM ALUM. ROOFING(ATAS 3i ��`�.� • FIELD-LOC I"') COLOR TO BE SELECTED. - y � � a �► ' FIELD-LOC I") COLOR TO BE SELECTED. RIGID INSULATION W/NAILING BOARD. • I"x4"TONGUE GROOVE ROOFERS. MODIFIED BITUMINOUS 'FLAT' // �y ROOFING (TYP.) R-1 9 BATT INSULATI N IM 2"CDX PLY I"x8" HORIZTAL V-GR OVE r I (TYP). "GYP. BOA TAP PAKLE ND PAINT P MER FIN.FLR. • �I SEE STAIR DETAILSr El ATT IN5ULPT ON I�I DWG A-10 FOR u INFO - - 16"O.C. j - ENTRY FOYER =" c XP Y Ao DINING AREA _ _ _ _ G - - I"xa" IZTAL V-0 OVE CED (DING( ). FIN.FLR. • DINING RM.FIN.FLR. rP-14 ©201 1 3-2"x9-4' I .9E 2"xa"@ 16"O.C• �3-2'x9-4" I .9E "\-2"x(5"@ 16"O.C. ALL RIGHTS RESERVED MICROLLAM LVL MICROLLAM LVL THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL IM BE PROSECUTED. SECTION EEAdak J SCALE: I/4"= I'-0" ^j • • r moll f t i . , PONmullE i r , CLIENT/OWNER r� RALPH CONSTANTINO BEDROOM R-19 BATT INSULATION ^ D CARMELA CONSTANTINO 2"x6"@ 16"O.C. r� SOUTH VIEW DR. SHOWER BEDROOM FAMILY AREA Q ORIENT,STALL N , NEW YORK h 2" CDX PLY ~ STRIP OAK FLOOR TO Q MATCH FIRST FLOOR. Q I"x8" HORIZTAL V-GROOVE Net � O CEDAR SIDING(TYP). rli; CDX SUBFLOOR hO 0 PROJECT TITLE FIN.FLR. 2"x8" @ 12"O.C. ADDITION TO — - 9 EXISTING RESIDENCE C r DRAWING TITLE i BUILDING SECTIONS Hl IL FIN.FLR. -- - r B L /t DATE SCALE AUG. 6, 2012 AS NOTED L� L� EXISTING FINISHED BASMENT EXISTING BASMENT ISSUE STORAGEL L UNFINISHED r j L DRAWING NO. ECT10 �I ' �� LL SCALE: I/4"=I'-0" F� �,> • , - - A10 A REF. NO. 1120 1 .0 II 12 13 14 15 16 17 ISSUES/REVISIONS 4A r� 1 K�.. r BLOCKING AS S fREIZf ARD Gl'P.BD.TAPE,SPACKLE 5MOTH AND PAINT(3)CT5. V-GROI"x Tine z1.. J EXTERIOR51DING� \ \\ OCEDARSVDING. ~ 2"xG"STUDS @ I G"O.C. u \ NEW 2nd FLOOR WALLS(lYl'). • 1/2"CDX PLYWOOD \,ice RATED SHEATHING Cf ) 5"ACOUSTIC BATT INSULATION Loj II MODIFIED BITUMINOUS ROOFING FLOORING AS INDICATED ON PLANS. �� -711 W/METAL EDGE STRIP / / 1/2"CDX PLYWOOD RATED 5U5FLOOR `I / \ ' I� � 6"CANT i TAPERED RIGID INSULATION 2"x4"@ I G"O.C. FLASHING STRIP tip u j T _I ° ° ° ° (MIN. — — — — O#B G. PER. I, ° 2 JO TS r�1 / /2 CARRAIGE /2"AZEK BOARD — I 'O.C. TREAD: 3'G"X I'3" /� �/r-�--� °� � BO)LTS(BLACK) X I-%2" RED OAK i u TYPICAL R-15 BATT \� WITH EASED EDGES \ i / ___ INSULATION / u 1'2"X 9%' X 2!�" ' 3"X 8" FRAME 3";X 8"STRINGER J EXISTING WOOD ROOFERS NOTE:REMOVE EXISTING ROOFING / u/ BLOCKING \` I x4 2x4 5"ACOUSTIC --o —_ —— AND INSULATION. • 1 2 X 9,2 X 2 Y2 _———_ BATT INSULATION -F 3"X 12"STRINGER(2 EA.) 2-/"2"'TH. BOARD BLOCKING ME u/ NOTE: HANDRAIL EXISTING I5T FLOOR J015T Aft NOT SHOWN ON _____ VARIES `r ° STAIR RUNS FOR A ''2" CARRAIGE CLARITY EXISTING EXTERIOR WALL TYP I CAL -1 1/2° — -- – I'-7" 3'-G" r' DETAI L 3 • SCALE: I"=P-O" r�1 HSTAIS DETAIL- I STAIR DETAIL " 2 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL PA BE PROSECUTED. t•II , w • • r ♦ r w t �\ STANDING SEAM ALUM. ROOFING(ATAS 8" FIELD-LOC I") COLOR TO BE SELECTED. \` f r RIGID INSULATION W/NAILING BOARD. EXTEND MASONRY CHIMNEY r / \ CLIENT/OWNER AS NEC. TO MATCH EXISTING. I"x4"TONGUE GROOVE ROOFERS. 3"x8"@24"O.C. IFLEXIFRA E WINDOWS. 'VERIFY SITE IN FIELD. f RALPH CON5TANTINO 3"x8"@24"O.C. CARMELA CON5TANTINO D _ �pm INSU SOUTH VIEW DR. R-19 BATT INSULATION BATT NSULATION R-19 BATT INSULATION �I� ORIENT, NEW YORK 2"x6"@ 16"O.C. ~ 2"xG"@ I G"O.C. pet r BATHROOMDPER ED OM CLOSET 2'CDX PLY r 1�i72 CDX PLY STRIP OAK FLOOR TO I"x8" HORIZTAL V-GROOVE STRIP OAK FLOOR TCPoAm MATCH FIRST FLOOR. I"x8" HORIZTAL PROJECT TITLE / CEDAR SIDING(TYP). MATCH FIRST FLOOR / IIII I IV-GROOVE CEDAR 2' CDX SUBFLOOR PROVIDE 2"SPACE FILLED 2"CDX SUBFLOOR "� ^ ROXUL INSULATION. ADDITION TO GYP. BOARD,TAPE, 2"x8"@ I G"O.C. SPAKLE 3COAT5, i EXISTING RESIDENCE FIN.FLR. FIN.FLR. AND PAINT PRIMER I O.C. AND 2 COATS • r ♦ 3"x8" CEDAR JOISTS 3"x8"CEDAR NEW r A PERGOLA STRUCTURE. � DRAWING TITLE Lu PON z� "� BUILDING SECTIONS CLOSET MSI J 10" O CEADR POST. LIVING R MASTER BATH x O DETAILS w0 LLJ Now ~ � EX115TING FIRST FLOOR STRUCTURE ~ EXISTING PATIO � /��I DATE SCALE V FIN.FILK. FIN.FLR. ` AUG. 23, 2012 AS NOTED - N N N E STIN FLO R JO TS N N ISSUE EXISTING CRAWLr PATCH PATIO AS SPACE.EXISTING CRAWL SPACE. 0 DRAWING NO. NECESSARY AFTER M ISI INSTALLATION OF F•°,.V°;;•N .. • FOOTING FOR NEW COLUMNS. POO p I I SECTIONGG ` � M SCALE: 1/4"=P-0` ` M REF. NO. 1120 10 II 12 13 14 15 1 G 17 ISSUES/REVISIONS �Z AA 1 IND P" M r • J 4"X8" EXPOSED r CEILING JOISTS 4"X8" EXPOSED @24" O.C. CEILING JOISTS ►�� @ 24 O.C. I■�1 • 4-1/2"HT.x3"W LEDGE A I I�1 BUILT-IN5 [•I r� G 4"X6" EXPOSED CEILING JOISTS • CEILING JOI5T5 39"HT. @24" O.C. rl� ©201 1 ALL RIGHTS RESERVED 96"TO BOT.OF JOISTS 4"X8" EXPOSED THESE PLANS ARE AN INSTRUMENT OF ,r CEILING JOISTS CEILING O.C. SERVICE AND ARE THE PROPERTY OF @24 /M THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED, LAUNDRY ROOM �I �aA Aft r 4-1/2"HT.x3"W LEDGE w — - f DNS DN 14R@ 105"INCLU. PLATFORM STEP DOWN STAIR WELL O S OWER/ • PLATFORM 8'-9" FLOOR-FLOOR o Z w wz r O p w w C� U-1U \ z_ u Ln ;4 an a ISI DN x� ' OO LJ z r u r FRIG. CLIENT/OWNER f No l 1 RALPH CONSTANTINO CARMELA CONSTANTINO D SOUTH VIEW DR. ORIENT, NEW YORK r^ D E M 0 h 1 T 1 0 N F L A N EXISTING TO BE DEMOLISHED _ - 0 AMON TITLE IN" SCALE: 114"=P-0" D Ilet ADDITION TO i EXISTING RESIDENCE r r DRAWING TITLE r r� DEMOLITION PLAN v DATE SCALE AUG. 6, 201 2 AS NOTED ISSUE r - DRAWING NO. " v� III r pool REF. NO. 1120 i 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS A w v K M v • �1 v� PPER J r -- _�-I FIT I F- N � i r� rwl G rl� C201 I ALL RIGHTS RESERVED // THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF c \ THE ARCHITECT. INFRINGEMENTS WILL IM BE PROSECUTED. 0 c -1 ; C 1 T 1 _ '4W r �- FRIG. c x f CLIENT/OWNER - - - - ►- ----------- c / VVP - No ---- RALPH CON5TANTINO CARMELA CON5TANTINO D i ------ .^ SOUTH VIEW DR. — ORIENT, NEW YORK I-Q(. L Li \1 I CFAN 1 � / �' OPEN TO ABOVE r MOAN PROJECT TITLE r'~ ADDITION TO E L E C T R I CAL F - _ I I� EXISTING RESIDENCE G R 0 U N ® f L 0 0 , \ $$$ III SCALE: 114"=1'-0" DINING AREA J i••� DRAWING TITLE rl r� BUILDING SECTIONS moo `••/ B /t DATE SCALE AUG. G, 2012 AS NOTED ISSUE n 3 r I■■I DRAWING NO. ,� � thy.. P�'b �.�✓ .. i . 1■A MO IREF. NO. 1120 I 8 9 10 II 12 13 I4 15 1 6 17 ISSUES/REVISIONS ,A v M r • WP I �1 CABLE I DECK \ ANOak \ rPER \I CABLEIF- I FAM I LY AREA WFI � BEDROOM �� WI w I j OPEN TO BELOW m m I \ \ PMS VENA_ L�FAN C-; V FAN \ Q r L T I • - - _ \ • _ - - / / rl�l ©201 1 Q ALL RIGHTS RESERVED GFI \ CO- Q THESE PLANS ARE AN INSTRUMENT OF rl SERVICE AND ARE THE PROPERTY OF _ ' GFI /h THE ARCHITECT. INFRINGEMENTS WILL • M BE PROSECUTED. - �w �- - - - CABLE I VENT • --- T D T =4� 70-1 ISI W VENT V A� FAN ( J AN I ISI E \ I FAM I LY AREA i001 I / BEDROOM I BEDROOM V I \ r \0� // \ CLIENT/OWNER j GFI m `r -------- — 1\ ______ __- 7 77 7 T r^ RALPH CONSTANTINO \ ----- --- --------- CARMELA CON5TANTINO D 50UTh VIEW DR. mom" ORIENT, NEW YORK P � r pmq ISI PROJECT TITLE LL FOYER OPEN TO BELOW ""'� ADDITION TO 9 EXISTING RESIDENCE r E LECTR. I CAL C O ( V D F LOOK / I 7T DRAWING TITLE SCALE: 1/4"=1'-0" E 2 i' r r� Pw BUILDING 5ECTION5 L r R v DATE SCALE AUG. G, 2012 AS NOTED / ISSUE r I� DRAWING NO. p11-19 �..� J Ar PM a� `• ��F o l REF. NO. 1120 ��C12 i 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 " RE51DENTIAL GENERAL NOTES FINISHES ISSUES REVISIONS I . CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS P.4 AND INSTALLED WITH THIN SET ADHESIVE. AV MISC. GENERAL NOTES 2. EXTERIOR WOOD SHALL BE BLEACHED USING BENJAMIN !` I . THIS PROJECT 15 CONSTRUCTION OF AN ADDITION TO MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE V� AN EXISTING I STORY SINGLE FAMILY RESIDENCE, CLASSIFIED AS R-3. WITH MANUFACTURER'S SPECIFICATIONS AND !` 2. THE PROPOSED HEIGHT OF THI5 BUILDING AS DEFINED BY THE RECOMMENDATIONS. 3. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE ;r RESIDENTIAL CODE NEW YORK STATE 15 25'. EXISTING FIRST FLOOR: 2,215.55.F. CLEANED AND REPAINTED. NEW WALLS AND CEILINGS �1 1 V I�w DR� �� SHALL BE SEALED AND PAINTED. PAINTING SHALL BE TWO Th v FIRST FLOOR ADDITION: 490 S.F. (2)COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, ~ NpR SECOND FLOOR ADDITION: 1,896 S.F. COLOR TO BE SELECTED . M 3 O T Ir.l _ rEEY 4. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, r 3. THE TYPE OF CONSTRUCTION IS TYPE V(B). R• W _ 'EF' , AND FINISHED WITH TWO (2) COATS BENJAMIN MOORS C3t - 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 LATEX ACRYLIC SEMI-GLOSS PAINT . 'zQ,UO RESIDENTIAL CODE OF N.Y.S. AND THE AF * PA WOOD FRAME • CONSTRUCTION MANUAL 1995 SBCHIGH WIND EDITION HVAC tt N82°40 O0 =N� �� „ i 5. DESIGN LOAD CALCULATION ARE BASED ON: t _---- MON. \ 3� LIVE LOAD: A5 PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. 1 • PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A a'E,I;c,EF,`,c :''.FE -El:._E �- - DEAD LOAD: CALCULATED AS PER R301 .3 AS PER RCNY5. HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS _1 ,�D _� e i _=mac SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNY5. REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR r� 13. 9O1``:;.\ WI DMIC UPLIIFT AND EX OSREASDESIGNOURE RY CATAGORY "C", FOR 120 MPH 3 SECOND GUST. WORONABLY IMPLIED AS NECESSARY TO COMPLETE THEK. PO4 I / DRAINAGE NAGE CALCULATIONS LOCATION LIVE DEAD DEFLECT LIMIT 2. PROVIDE NEW BOILER WITH 100 GAL. INDIRECT FIRED HOTWATER HEATER, FOR FIRST FLOOR HEATING, AND ALL =ND,"', S /Q DOMESTIC HOT WATER. �� AS ROTE® MON. 57�Q, 15t FL 40 LB 12 U360 3. PROVIDE INDIVIDUAL SPLIT-SYSTEM INCLUDING WALL • O ' O ADDITION : 5 28.3 5F. 2nd FI. (SLEEP AREA) 30 LB. 12 U360 UNITS FOR HEATING AND AIR CONDITIONING IN ALL NEW DATE: �# �(� t�n ATTIC (NON STORGE) 20 LB, i O U360 SECOND FLOOR SPACES. COMPRESSOR LOCATIONS TO BE �� N\ �Or.. `l/ ROOF 20 LB. GROUND SNOW 15 LB. IJ360 DETERMINED IN FIELD. 6401 FEE. �0 1 - BYo x �::,'..._ � S 528.3-5F. X I .x 0. 17 =89.8 C. F. 00 NO CIFY BUILDING DEPPIME-NT AT G. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR THE CONSTRUCTIONno -� `.` MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR PLUMBING ^► 765-1802 8 AM TO 4 PM FOR THE ' SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. O 1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, FOLLOWING INSPECTIONS: `.` Gy �/ THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL 1, FOUNDATION - TWO REQUIRE;, J c /� PROVIDE ( i ) 61� X 41-611D DRYWELL ( I 00. 5 FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS r FOR POURED CONCRETE a �f O PLANS. SPECIFIED HEREIN, OR REASONABLY IMPLIED AS O 2. ROUGH - FRAMING & PLUMBING - ` ' 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. 1�1 NECESSARY TO COMPLETE THE WORK. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 2. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL 3. INSULATION 8. CONTRACTOK(5) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT CONFORM TO THE NEW YORK STATE ENVIRONMENTAL 4. FINAL - CONSTRUCTION MUST �' 5HOWN,LI5TED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO CN5ERVATION LAW WITH REGARDS TO WATER SAVING DE COMPLETE FOR C.O. _ I QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR AND CONSEVATION. ALL FIXTURES SHALL BE ON THE • ALL CONSTRUCTION SHALL MEET THE SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING COMPLETE THE WORK. FIXTURES'I^5 PUBLISHED BY THE NEW YORKSTATE REQUIREMENTS OF THE CODES OF NEW 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH �F'r TMENT OF ENVIRONMENTAL CONSERVATION. YORK STATE. NOT RESPONSIBLE FOR _ MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. �. ALL WORK ON THE PLUMBING SYSTEM SHALL BE DESIGN OR CONSTRUCTION ERRORS. ✓' r `• 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS PERFORMED BY OR UNDER THE SUPERVISION OF A AND CERTIFICATE OF OCCUPANCY. PROPERLY LICENSED MASTER PLUMBER. UPON r COMPLL'I ION, THE PLUMBER SHALL PROVIDE A SOLDER _ DEMOLITION CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR 1 . CONTRACTOR SHALL DEMOLISH PARTS OF EX15TINGWALLA AND ROOF AS NECESSARY, r 'y ALL PERMITS, CERTIFICATIONS, LICENSES AND OCCUPANCY OR T INCLUDING EXISTING ROOFING AND ROOF INSULATION, AND REMOVE DEBRIS. i� i 2 CONTRACTOR SHALL REMOVE AND PROTECT EXISTING KITCHEN UPPER CABINETS I I ANY OTHE APPLICABLE RTE ND R INSPECTIONS ASS REQUIRED BY LOCAL, STATE, AND USE IS UNLAWFUL - - 00 -- ON WALL TO BE REMOVED. CONTRACTOR SHALL MODIFY CABINETS, INCLUDING FEDERAL AUTHORITIES,S A JURISDICTION. rh J EXISTING DRAIN UNE TO RUN TO i NEW GLASS DOORS ON DINING ROOM SIDE, AND PREPARE FOR REINSTALLATION. r WITHOUT CER 'IFICATE - % - NEW 1 50o GA SEPTIC rANKFQlz6 �`�� 3. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL ELECTRICAL JAN. 4, 2013 BEDROOMS - L OF OCCUP - - OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. 4. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK I . FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, • E /% - ONE LEACHING POOL.' .. AS CLOSELY AS P055113LE UNLESS OTHERWISE NOTED. TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR PPROX. LOC.EXISTING a DIA.x 8'D. 5. EX15ITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED PROPER AND COMPLETE INSTALLATION OF ALL NEW % SEPTIC SYSTEM BE ! --- -- ,'� AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, rj� ©20 1 1 REMOVED - /: EX15TING SEPTIC SYSTEM TO BE REMOVED IN 6. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY ►- ALL RIGHTS RESERVED sG. F =_:- _ :_\\` - �� -. ACGORDANCE-WITH REQUIREMENTS OF 5UFFQLK--� � >- / NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR COUNTY DEPARrMt-N-rr Q HEALTH 5,ERVICE5 2 SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. O1�EACHING POOL ------- HOOK-UP, THESE PIANS ARE AN INSTRUMENT OF NE. YWELL @ 'DIA. 8'DIA.x 16'D. \� EQUIPMENT, CONNECTIONS TO APPLIANCES, ►. rl SERVICE AND ARE THE PROPERTY OF D NO NEIGHBORING 5EFF•TIC SYSTEMS WITHIN 150' j !\l FOUNDATIONS GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND /II THE ARCHITECT. INFRINGEMENTS WILL DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN / I . ASSUMED 501L BEARING CAPACITY. 1,500 Ib.5cl.Ft. ON THE APPLICABLE DRAWINGS AND AS NORMALLY BE PROSECUTED. 2. CONCRETE TO BE PLAIN UNREINFORCED, 3,000 ps1. - 28 DAY TEST. SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING NO SEPTIC SYSTEMS WITHIN 150 I TING wATle SERVICE ' / / 3. ALL FOOTINGS TO REST ON 1 2" BELOW VIRGIN, UNDISTURBED SOIL, CONNECTIONS TO PREVIOUSLY INSTALLED �A BASED ON MAP OF MIN. 3'-0" BELOW FINAL GRADE. TRANSFORMERS AND ELECTRICAL DISTRIBUTION r i _ �\ ,;' -%� �,\ / GENERAL CONSTRUCTION 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 011DESCRIBED PROPERTY \ \ I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND THE 2010 ELECTRICAL CODE OF NEW YORK STATE, THE SITUATED AT j -' �� SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED NATIONAL ELECTRICAL CODE, NEPA NO, 70-1984 (NEC), • ORIENT, T/O SOUTHOLD --,\ \ , %/ /Y Y_ --^\ BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND NECESSARY TO COMPLETE THE WORK. HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL SUFFOLK COUNTY, N.Y. , \'' ` `��/ 1 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. MANUFACTURERS'A550CIATION (NEMA)AND ANY OTHER • S.C.T.M. I OOO- 13- I -8 V O`�' 3. INTERIOR TRIM SHALL MATCH EXISTING. APPLICABLE CODES. IN THE.EVENT OF CONFLICT,THE r MORE STRINGENT REQUIREMENTS WILL APPLY. % 4. FRAMING ELEMENTS: II \: 3. ALL PRODUCTS USED FOR,ELECTRICAL WORK SHALL BY:PECONIC SUR`vEYORS, P.C. t?� \ A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- ``��'' V" �j BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL `w' % ! Q LARCH 5TI'-U'TURAL GRADE NO.2 OR BETTER. LAND SURVEYOR AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH r Q�O' B ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. THEY WILL BE INSTALLED. 1 C4 °�\ C ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE 1, 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE AREA = 53,759 S.F. RETAIN STORM WATER RUNOFF 3/4" MIN. THICKNESS. PERFORMED BY OR UNDER THE SUPERVISION OF A PURSUANT TO CHAPTER 236 - D ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE PROPERLY LICENSED MASTER ELECTRICIAN. MON. 3.15 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR �M OF THE TOWN CODE. UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL _ BE A MIN. OF(2)2"x8"OR AS SHOWN ON DRAWING. ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND �► E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR ANY OTHER APPLICABLE JURISDICTION. r BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0"O.C. MIN.. G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH CLIENT/OWNER 5 I T E P LAN F PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. APPLICABLE CODES SHALL BE DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) CONNECTED TO THE LIGHTING CIRCUITS WITH NO OR AS NOTED ON DRAWINGS. INTERVENING WALL SWITCH. LINE CORD-CONNECTED, RIDGE G DOUBLE UP FRAMING UNDER ALL PO5T5 AND PARALLEL PARTITIONS OR DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE SCALE : 1 II = 401-0I1 -RIDGE TEN51ON5TRAP - AS NOTED ON DRAWINGS. NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON r H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED EACH LEVEL ON WHICH SLEEPING QUARTERS ARE �I / GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. LOCATED. RALPH CONSTANTI NO PLUM81 ALL PLUMBING WASTE COMPLY WITH ALL CODES OF 1 NAILING SCHEDULE SHALL BE AS PER N.Y.S. P:UILDING CODE AS A MINIMUM. 7. SMOKE G`_L ECTORS IN CONFORMANCE WITH THE I�1 D ALL 2"x6"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. CODE OF NEW YORK STATE AND THE &WATER LINES NEED RIDGE RD- RESIDENTIAL CODE OF NEW YORK 5TATF THE N. r A CARMELA CONSTANTI NO TESTING BEFORE COVERING EW YORK STATE &TOWN CODES \,�% I! ALL EXTERIOR NAILS SHALL BE GALVANIZED. NATIONAL FIRE ALARM CODE NO. 72-1 9y3 SHALL BE N r , �; � J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES ISI ?3LOPEDSE^, - PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN r�� SOUTH VIEW DR. AS REQUIRED AND CONDITIONS OF ,015T HANGER- PER WFOM515C TABLE 24 AND 6d NAILS @ 12"O.C. INTERMEDIATE. EACH SPLEEPING AREA, AND ON EACH FLOOR LEVEL. WOOD13CAM PROVIDING GfA BD COMMON NAILS K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. ORIENT, NEW YORK ��y�ry D TOWN ZBA RIDGE IN EACH END OF I-114"20 GAGE 5TRAP5 �Juinv� L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH FOR 120 MPH FASTEST WIND SPEED S"OLD TOWN MNING BOARD CROSS SECTION END VIEW GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED NAILING SCHEDULE PLUMBER CERTIF> Tl(JN EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR ON LEAD CONTE!!iISOM SOUiWTOWN TRUSTEES PERIMETER JOISTS TO GIRDER CONNECTIONS. ONE AND TWO FAMILY DWELUNG5 )995 55C HIGH WIND EDITION) CERTIFICATE.0F �~� 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING N,Y.S,DEC \ / 12"5PACING 6. PROVIDE 7/1 6" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND ROOF FRAMING SOLDER U��' NSTT�r�D�" 3 PER RAFTER � PROJECT TITLE DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN RAFTER TO TOP PLATE(TOE-NAILED) I CEILING J015T TO TOP PLATE(FOE-NAILED) 3 PER J015T SUPPLE `► i .I ENDWA CORNER STUD ACCORDANCE WITH TABLE 1609. 1.4 BLDG. CODE OF NEW YORK STATE. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP r� CONNECTED TO Y; ".I rRANSFERSHEAR 7. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP EXCEE 3-0 1/4" 2'-10' 2-9 y ` 12116'#�'l�it ADDITION TO � � `�, , � (2)IGdCOMMON 8. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/�PA WCFM-1995. R11GE STRAP(EACH END> z PERnE NP S@Go.c. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 11 I I' 10111 3 (SEE NAILING SCHEDULE) RIM BOARD TO RAPT ER(END-NAILED) 2-1 Gd EACH END EXISTING RESIDENCE 12" I I" 12" ` � I � I � � i� �� 9. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL WALL FRAMING BE EPDM OR APPROVED RUBBERIZED MEMBRANE. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT - 10. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOIST EA.SIDE m CORNER • PROVIDE5.5dCOMMONNAusINEHcnENOOF I-u4"= AND CRICKETS SHALL BE ALUMINUM. STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. 2oGAGEsRAPFORwrEuisNEARcoNNEaION HEADER TO HEADER(FACE-NAILED) IGd I G"O.C.ALONG EDGES A li ATRAFTERWALL CON14EC1ON(TABLE 396)W`CM'-'555 HOLDDOWN 1 1. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d,3-16d,4-16d PER 2x4,2x6,2x8 RESPECTIVELY _, 1 j ' - •'' ,•1 •I 1 31 FOR 120 MPH FASTEST WIND SPEED. AS NEEDED 1�2"-1'-D' OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP BOTTOM PLATE TO FLOOR JOIST,BAND J015T, DRAWING TITLE - - 2'-8" R.O. - N O N N ��. FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE END J0I5T OR BLOCKING(FACE-NAILED) 2-I Gd PER FOOT USED AT INTERSECTION OF ROOF AND CHIMNEY, AND FLOOR FRAMING N i' / ROOF AND WALLS. JOIST TO SILL,TOP PLATE TO GIRDER(FOE-NAILED) 4-8d PER JOIST r.1 SITE PLAN BRIDGING TO JOIST OE-NAILED) 2-8d EACH END N - �' ' I . INSULATION SHALL BE BATT INSULATION OF THICKNESS R - 2 S O _ i (2) CX 14 cv' _ INDICATED ON THE DRAWINGS AND SHALL BE 2-y LB. BLOCKING To Jo15r(roE NAILED) z ad EACH END GENERAL NOTES 2 - 1 EACH BLOCK BLOCKING TO SILL OR TOP PLATE FACE NAILED 3 6d Q FLOOR DENSITY FIBER-GLASS BATTS CONFORMING TO THE LEDGE STRIP TO BEAM(FACE-NAILED) 3-1 Gd EACH J015T d t` p I I SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 J015T ON LEDGE TO BEAM(FOE-NAILED) 3-8d PER JOIST 4t.e u�. _ oL olsT #8 WOODSCREW Co = A INSULATION. NAAMM STANDARD 51, 112-70. BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T j ch 2'-,5R.O. q _ BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT LI t B v ROUGH N j I•' 13. NEW INTERIOR DOORS SHALL MATCH EXISTING. k - �i OPENING - - - - - '�: i , '� i 14. NEW HARDWARE SHALL MATCH EXISTING. ROOF SHEATHING �I DATE SCALE 5- ` 15. GYPSUM BOARD SHALL BE EASED EDGE TYPE, STRUCURAL PANELS 8d (FABLE 3.8) - PANEL , {8) A281 �I� �,� 20 GAGE EO WALL, U4", CONFORMING TO ASTM C36, AND SHALL BE DIAGONALBOARDSHEATHING .t ` AUG. 6, 201 2 AS NOTED 20 GAGE STRAP TI ROOF TO WALL,WALL LE WALL,AND WALL TO FOUNDATION CONNECTIONS(FABLE 3.387 "5HEETKOCK 5W' BY U.S. GYPSUM CO. OR APPROVED INT OR 1 I 2-8d PER SUPPORT t. d FOR 1 20 MPI'.FA5TE5T WIND SPEED. I"x 10"OR WIDER 3-8d PER SUPPORT °' (• ,I EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE ISSUE % CEILING SHEATHING 2-10 1/8 R.U. _ \ n PAN`-DE51GN BASED ON 1069. 1 �' 16. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED _ ,� I \ GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD C t, Jan.I I , 2013 BUILDING CODE OF NEW YORK STATE. _ _ _ _ -'k !� _� `,, / AND SPACKLED THREE (3) COATS. ALL EXTERIOR WALL SHEATHING CORNERS SHALL HAVE METAL CORNER BEADS. D PANELS 2'-7" vI �M DRAWING NO. 7/I(:" PLYWOOD V --\� STRUCU AR PANEL 8D (TABLE 3.9) "( i I, I' FIBERBOARD PANELS � a. u • ;[° ; . ,. PL°OR CLIMATIC AND GEOGRAPHIC CRITERIA (5) WHD2856 - 7116" 6D 3"EDGE/6"FIELD {W" - _- _- - - "Loo 25/32" 8D 3"EDGE/G"FIELD ' GROUND SNOW LOAD 20 P5F (PER FIG.R301.2(5)RCNY5) GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD - WIND SPEED 120 MPH (PER FIG. R301.2(4)RCNY5) HARDBOARD 8d (TABLE 3.9) 2-1/Z #8 WOOD SCREWS (1) FWH2768 L' / SEISMIC DESIGN CATAGORY B (PER SECT.R301.2(2)RCNY5) PARTICALBOARD PANELS 8d (TABLE 3.9) @ 1 O.C. MAX. WINTER DESIGN TEMP I I"F (PER TABLE N 1 101.2) DIAGONAL BOARD SHEATHING ! :- KT I•G FLOOD ZONE ( N/A ) (PER FEMA MAP) i si I NO OR 1"x8" 2-8d PER SUP ORT G, \� FROST LINE DEPTH 36" I"x I0"OR WIDER 3-8d PER SUPE ? ? y c r.\ n IF SPAN OF PANEL 15 OVER G-O" USE SCREWS @ 12"O.C. / WEATHERING PROBABILITY SEVERE (PER FIG.R301.2(3)RCNY5) 1.• 2 /y` -_ -- - DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) FLOOR SHEATHING - STRUCURALPANELS UPLIFT CONNECTIONS ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNY5) 1"OR LESS 8d 6"EDGE/ I i1' I PSN E L 51 Z E5 SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNY5) GREATER THAN I" I Od 6"EDGE/6' I :,•' REF. NO. ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301.5 RCNY5) DIAGONAL BOARD SHEATHING �-• �g•� t-,{y+ /2"=I'-�" CONNECTIONS D E T A I L ATTICS WITHOUT STORAGE 10 PSI 1 NO OR 1"x8" 2-8d PER SUPPORT . ' I"-f;, "y.°' I I O STAIRS 40 P51 (PER TABLE 301.5 RCNY5) I N 10"OR WIDER 3-8d PER SUPPORT a r :j.��'- yi'r-��2 SCALE 112-1'0" `' 1 iJ J V I 2 3 4 5 6 7 8 9 10 I i 12 13 14 15 1 6 17 ISSUES/ REV1510N5 1A r K P" M r I p J pw W U tPOO r i r I I� r� CRAWL SPACE I . I � II rI j r� rP" TN G r I r1=1 ©2011 r ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF OPEN TO CRAWL SPACE UP THE ARCHITECT. INFRINGEMENTS WILL ACCESS PANELS TO CRAWL SPACE OPEN TO CRAWL SPACE Il� BE PROSECUTED. �Ask r ^t UNFINISHED BASEMENT • BLOCK WALLS r j CLG=T-9" FINISHED AREA U 0 Mil O X l BATH N ACCESS � r PANEL TO 13" DROP SOFFIT s WATER CLIENT/OWNER VALVE APPROX LOC. OF HOUSE DRAIN et j NEW 3"x,5" LEDGER BOLTED TO EXISTING FOUNDATION WALL RALPH CONSTANTINO Lu CARMELA CONSTANTINO D PROVIDE w NEW CRAWL SPACE x r�� SOUTH VIEW DR. G'-9 3/4" I'-G" 5'-1 1" I -G" 4'-1 1 3/4" I'-G" N 5'-10 1/4" 8 16 VENT ORIENT, NEW YORK " N EY) J 3-112"X9-11 4" 1 .9E ICROLLAM LVL _ I N _ N N !► �•'/ —E] 3-112"X 9-1/4" 1 .9f- MICROLLAM LVL i = r SII rPROVIDE r M~ PROJECT TITLE "X I G" VENT NEW CRAWL SPACE r. o \ ADDITION TO EXISTING RESIDENCE 4 o r 2'-0" • N / i DRAWING TITLE i FOUNDATION PLAN 1 5-10 112" 13'-G 112" - G'-1 1 112" 29'-5" ao DATE SCALE v r=".pE AUG. G, 2012 A5 NOTED FOUNDATION PLAN 'i Y pp 155UE Aft Jan. I I, 2013 SCALE: I/4"= I'-0" A I DRAWING NO. A I REF. NO. 1120 J �fll --.1,-t 2073 8 9 10 12 13 14 15 1 6 17 ISSUES/REVISIONS 6^j 1A V•� 1 I I 1 Wow CONSTANTINO RESIDENCE rev. Jan. 4 2013 . .. f WINDOW SCHEDULE . • ... , .... , No. LOCATION SIZE ,TYPE NOTES i I FIRST FLOOR 1 DR UNG ROOM CXW 16 FIXEDANDERSEN 400 SERIES poll 2 DINING ROOM CXW 16 FIXED ANDERSEN 400 SERIES 3 1DRUNGROOM CXW 16 FIXED ANDERSEN 400 SERIFS • 4 DININGROOM CXW 16FIXED ANDERSEN 400 SERIES 5DININGROOM Cl�'W 16 FIXED ANDERSEN 400 SERIES114 �... ..�,..�._.......... -- — — — SECOND FLOiOR 6 FOYER P3060 FIXED ANDERSEN 400 SERIES 7 FOYER P3060 FIXED ANDERSEN 400 SERIES 8 FOYER P3060 FIXED ANDERSEN 400 SERIES 9 FOYER P3060 FIXED ANDERSEN 400 SERIES • 10 FOYER P3060 FIXED ANDERSEN 400 SERIES 11 I FOYER P3060 FIXED ANDERSEN 400 SERIES I 12 FOYER P3060 FIXED ANDERSEN 400 SERIES 13 FOYER P3060 FIXED ANDERSEN 400 SERIES rr 14 BEDROOM (2)CXW 16 OPERATING ANDERSEN 400 SERIES/ECRESS AN 15 BATHROOM C15 OPERATING ANDERSEN 400 SERIES olp 16 BEDROOM (2)CXW 16 OPERATING ANDERSEN 400 SERIES/EGRESS 17 OMIT 18 OMIT :: JAN. 4, 2013 WINDOW SCHEDULE 19 OMIT AUG. 30, 201 2: DOOR SCHEDULE 20 OMIT • —J I 21 LIVING ROW P3060 FIXED ANDERSEN 400 SERIES 22 LIVING ROW P3060 FIXED ANDERSEN 400 SERIES I I�MI ©20 I I r ALL RIGHTS RESERVED 23 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES � 24 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF 25 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES /M THE ARCHITECT.. lNFRINGEMENTS WILL 26 LIVING ROOM P3060 FIXEDANDERSEN 400 SERIES A^ BE PROSECUTED. 27 LIVING ROOM P3060 FIXED ANDERSEN 400 SERIES Aw 28 FAMILY AREA (3)CXW 16 OPERATING ANDERSEN 400 SERIES I ^� 29 FAMILYAREA 3 CXW 16 OPERATING ANDERSEN 400 SERIES REMOVE EXISTING C15 OPERATING ANDERSEN 400 SERIES ENTRY DOOR I 30 BATHROOM • ENTRYfORELOCATE TO NEW CXW 16 OPERATING ANDERSEN 400 SERIES ENTRY YER PATCH AS �/------� 31 BEDROOM (2) I; I I NECESSARY. i EXISTING KITCHEN TO REMAIN. MODIF=Y UPPER CAIN IET5 ALONG MSI EXISTING EXTERIOR ALL I �, NOTE: REMOVE EXISTING r i C I 8"X 8"SOLID FIR POST WINDOWS REFRAME BETWEEN TOP Of WALL POR NEW DOOR I COUNTER AND BOTTOM PATCH AS NECESSARY. pet ONSTANT ,.._,w...,... ..... -,., ....,.d. ti.. . ..,..,..._..,.. .,,,.,_,.�..... ..._,,. r,.w _ OF UPPER CABINETS, CENO RESIDENCE TO BE STAINED Nw DOOR SCHEDULE .-,.. , ....„ _.....,,..,._... f CLIENT OWNER m z No.LOCATION SIZE TYPE SWING 1 HDW I 0"D IA. SOLID COLUMN. ----- lot --------- III FIRST it FLOOR ' r II III II I I II II EXTERIOR fft i ____--___ 1 ENTRY EXISTING/RELOCATID RALPH CONSTANTINO 83"X 8"SOLID FIR I � --------- I r� P?OSTS TO BE STAINED I 3'-6" 3'-6" I I I I I I I I I I I I I 2 BEDROOM FWG80611L FRENCHW D GLIDING ^ CARMELA CONSTANTINO D \ I o I 3 SIDE ENTRY FWG50611R ---dFRENCHWOOD GLIDING 00 low SOUTH VIEW D J II III II Il m 11 II _, ....._.._ SiTEP DOWN 'n J N 'SECOND FLOOR R k ORIENT, NEW YORK II II II II II II II �_ EXTERIOR !y p OPEN TO ABOVE I I 4 FAMILY/DECK FWGIO0611-4 �FRENCHWOOD GLIDING - II II III II II II it .. . ......... . . NOTE:NEW FLOORING ON Z_ I SECOND FLOOR i FIRST FLOOR SHALL BE�4° I I I Z-0" I I I I I I I I INTERIOR PROJECT TITLE 1 RED OAK, w/CHERRY 11 5 BATHROOM 2068 WOOD/GLASS RH PRIVACY low/!� STAIN AND 3 COAT POLYURETHANE, EXCEPT I —I — 0— AS NOTED — FF 6 BATHROOM 2068 WOOD/GLASS LH PRIVACY � ADDITION TO R O U N D f LOOK I i I 7 CLOSET 3668 WOOD/GLASS PAIR DUMMYKNOBS O — �� — _ 8 BEDROOM 3068 WOOD/GLASS RH PRIVACY EXISTING RESIDENCE C rSCALE: 1/4"=P-0" A2 = I; DINING AREA to"DIA. SOLID EQ EO 9 BEDROOM 3068 WOOD/GLASS RH PRIVACY • 4 I , N 14'- 10" X I �'-6" COLUMN. 0 10 BATHROOM 3068 WOOD/GLASS LH PRIVACY m I11 CLOSET 3668 WOOD/GLASS PAIR DUMMYKNOBS IA�I o L DRAWING TITLE 3 2 I CD — — — NOTES -,...r.,., .wM..,.,..,., _, .._,,...,,.,_.._,.,....,.. ,rt.. ,,. , ■�1 —\ . ..._ i FI ST PATI O / L N D I N G _.................._......,.-,.........,...,.......,,._.,.,.............,....,,,,...,.._......,........,..,_._...,,.a...,.........,...........,....._...,.....,.�..,....,...........--.................,..,.,,,,.. R FLOOR PLAN 1vALL EXTERIOR DOORS SHALL BE STAINED ON EXTERIOR, PAINTED ON INTERI ,-.may ..... _... ....__._,....._ _._........ .........._.__.._.._........_.._.... v.__,_......_..._,__._........w..._.._.. .......,.........._...,..._ LL,._._._._,._.._..._,._._.w......,....... WINDOW SCHEDULE PROV DE SCREENS 2 FO ALL ORS I 3 INTERIOR DOORS SHALR BE STEXTERIOR NED A D So ES_.r...,_:, .m.....'., _._......_..._,......__.... ..,.nw_ ....._,.....rv.,:.,.,. . _...nA,..,.m DOOR SCHEDULE 4'-03/4" 6'-10" 6'-8 I/2" 6'-9 I/2" 9' 3 I/z" 4 TDC DOORS TO GET MATCHING CASING TO MATCH FIRST FLOOR; T-9" 4'-O 3/4" I I _.,.,..W,..,,,.,,,. 6'-I I I/2" 15'-I 0 I/2° „ ............................„. „...:::,,,, ..... „ ,.,...,,,.,,,.,.,. . ~ DATE ....................... 1E36-1” .-,,, r F,.,,,..,.. O.- .FIE ,h SCALE I`:..TF s,0q, AUG. 23, 201 2 AS NOTED I sw,��ER ER d': .IOfr�°aD ISSUE -TER All 111v,—:G IN r Jan 1 1, 2013 HORIZED DRAWING NO. GSEA9 • V gift A-1, ,/I REF. NO. _ ` .: 1 120 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS C D ^� v B K 15'-10 1/2" 1 1 2'–G 112" 31-1 1" 3'-1 1" 5'–G" 7'-3" 7-3" 2'-0" p" M Ate' I I I - N — O • N . 28 •w I I — p" J PALLETIZED IYIAHOGANY (DECKING - VER MODIFIED BITUMINOUS ROOFING 4IV � I Z 29 OC m `' J 9 u G - O O N C24D —\7" IHAND RAIL . FAMILY AREA CHIMNEY TO BE � A IEXTENDED C2 3 \ / GAS FIRED FIREPLACE, r � PROVIDED BY OWNER. PROVIDE WET BAR OPEN TO BELOW INSTALL F.P. AND FLUE AS PER WITH COUNTER TO MANUFACTURER'S SPECS. MATCH KITCHEN, ~ [� WITH 18" DIA. N r I m `� STAINLESS STEEL — 2 ' O NOTE: INTERIOR BATHROOM UNDER COUNTER WALLS TO RECEIVE 3" BAR SINK, AND • - ACOUSTIC BATT INSULATION COUNTER MOUNTER i �•� BETWEN STUDS AND 30#BLDG-NICKEL FAUCET PAPER ON BOTH SIDES OF 4'–G" ^' ALL RIG©0RESERVED (\ /� PIZOVI CERAMIC TILE STUDS(TYP). I m / NON-CO USTIBLE HEAR 15--4 1/2" TILE PROVI ED BY OWNS 3'-I 1" G'- 112" 6'-O 112"(2 0 N THESE PLANS ARE AN INSTRUMENT OF _6 ANGE IN� 5 SHE ARCHITECTERVICE AND . NFRINGEMENTTS WILL / E THE PROPERTY Of FLOOR HOWER: r DIRECTION = BL L S /� ® F M BE PROSECUTED. WAL ANDD G OWE ® ® I■■I L-- R 1 A L— N F �3 1/2 D R 5 7, I m HAND RAIL ARBLE TILE 30 `� '? FLOOR AND N BASE m g 7 G • 2'-1' 4'-1" 3'-10" 4'-0 112" • r 8 3'-7" ii ;2'-2 12" 1/2 3 1 2" I I O FLOORING 000 N SH 000 RBLE 1�■I ALL5 AND – ! u BEDROOM FAMILY AREA N - IN RAM 5 13'-8" X I O'-G" BEDROOM - s sr�owE N b 13'-9"X 1 O'-G" N `n D OR �� O MARBLE TILE NOTE: FLOORING _ 15 FLOOR AND 3" THOUGHOUT SECOND I.1 BASE11 FLOOR SHALL BE 4" RED — OAK, W/CHERRY STAIN FLOORING N I I O -'-- 112" FLOORING AND 3 COAT ' O I/2" POLYURETHANE, EXCEPT I CLIENT/OWNER in i1 G'–I" AS NOTED i 14 S-0.136 36 3I _____---_ -------- ---------- 0 --_____ _ o ;r O _______-- ------- - I co RALPH CON5TANTINO Ask --------- CARMELA CONSTANTINO D - - - - - - - --------- ------°' - - - - v = SOUTH VIEW DR. 13 --- ------- - G � ORIENT, NEW YORK m I o i 12 m 7 NE PERGOLA I PROJECTTITLE FOYER OPEN TO BELOW m I 7'-5 3/4" I I 8 m ADDITION TO `" I m EXISTING RESIDENCE 1~ 91 DRAWING TITLE it I r� SECOND FLOOR PLAN IT I P7 A I I PJ �I DATE SCALE � C'' AUG. 23, 201 2 AS NOTED 1 2'-10 I/4" T-5 3/4" I 7-0" 7'-0" I G'-9 1/2" 7'-3" Ii4.�'i I <�1p <b° -r".z.Is . � an" .• �€' ' " 14'-0 I/2" t e fieE ? 20'-4" 14-0 _ ` ISSUE Y _%D Aft Jan I 1 , 2013 i DRAWING NO. M • ED ARCpA3 . 5EC0N D FLOOD �� ti 14 SCALE: 1/4"=1'-0" REF. NO. 1 120 a� yFvi-ti� u I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 G 17 ISSUES/REVISIONS ,A poll v ' K M r IL pw • i I I II – – – pw 2"x8" @ 1 2"O.C. I • II II, – – – – – I✓� r Moll 1 – – – – – 2"x8" @ 12"O.C. • FLUSH GIRDER(lYP). 1 AAk r OPEN TO BELOW 1 0 1 p X N • I ALL RIGHTS RESERVED I I I I I I I I I rl�l ©2011 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF ,M THE ARCHITECT. INFRINGEMENTS WILL ® BE PROSECUTED. — — — — — – – – 2"x8" @ 1 2"O.C. ® A _ - - - 1 • 2"x8" @ 12"O.C. r I '1 ��, 'i � I � I I I I I I I I I I I I - • U C; - _ - �— 1 0 1 cif� I U U - - - - - r� 'I O - Co I I I `D - - - - - I p �I N N _ _ _ — CLIENT/OWNER 2'•x8" @ 12"O.C.L I — — — — r Pk r --------- ~ ------ --------- �� RALPH CONSTANTINO D - CARMELA CONSTANTINO ----------: _____-__ --------- r~ 50UTH VIEW DR. ORIENT, NEW YORK I ,I O LINE OF ROOF BELOW. — N LINE OF WALL BELOW. FOYER OPEN TO BELOWlot �' pm, PROJECT TITLE o Rio ADDITION TO m r EXI5TING RESIDENCE 5ECOND FLOOK � DRAWING TITLE FLOOK FKAM I NGr - SCALE: 1/4"=P-0" A4 ,/ 3"x8"CEDAR BEAM. SECOND FLOOR "m — FRAMING PLAN I— DATE SCALE ' U```°' �� AUG. 23, 201 2 AS NOTED AV iTW;W a ISSUE Jan 1 1 , 2013 m 14W 17,,-�s � DRAWING NO. 1 • No A4 4z� �O 6p, 2 r._ _- n3� I�■1 REF. NO. F Iv ` 1 120 0 _�1 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVI510N5 �Z LA ' K MLII M r • V J I I U U I I � I I I O I I • N 3"K,5" FLAT RAFTERS @ 410.C. Lu DECK r g g � m I I I I I I _ _ _ — — — — — idik _ _ _ _ _ ill _ — 3"x8" PURLINS @24"O.C. — I r 3"x8" PURLINS @24"O.C. W M rPM - - - - - - - - - - - - - - _ _ @ 4 CLINS rl�l %w - ' 'I 3"x8" RIDGE BEAM p- 3x8 RIDGE BEAM J • LINE Of — — — — — fQ WALL \ _ BELOW �_ x r�i l ©201 I 3"x8" PURLINS @24"O.C. r ALL RIGHTS RE5ERVED 3"x8" PURLINS @24"O.C. — — — N _ F SERVICE AND ARE THE PROPERTY OF - -- I — — — Olt THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. r I T I I I I I I • 7. I I I CU �? 3x8 FLAT RAFTERS r q U p O O O 24 O.C. Lu 1 I I I I I w g g g g g 1 g l rr cr1 CLIENT/OWNER I jl j i I I I I I I I I I I I I I I I I rin i RALPH CON5TANT1 NO - � C CARMELA CONSTANTINO U r � 50UTH VIEW DR. qq- ORIENT, NEW YORK Z oz r i (L r x oz co ISI PROJECT TITLE coI ADDITION TO r EXISTING RESIDENCE C r I I I I I I I I • DRAWING TITLE r 0 0 F P L A N I 3"x8" RIDGE BEAM ROOF PLAN SCALE: 1/4"=1'-0" ,[�\5 3"x8" PURLINS @24"O.C. WE /A DATE SCALE AUG. G, 2012 AS NOTED ` 155UE r Jan 1 1 , 2013 r;" .:;.maa4y4rE M DRAWING NO. v� �A ow) A7. �1 ✓`„ REF. NO. 1 120 r� YET wn n•a%� I 2 3 4 5 6 7 8 9 10 II 12 . 13 14 15 1 6 17 ISSUES/ REVISIONS ^j AA 1� rr 1 — CULTURED STONE CLADDING ON EXPOSED CHIMNEY I� yi q` ZA i STANDING SEAM METAL ROOF, BY BERRIDGE OR MODIFIED BITUMINOUS 'FLAT' _ %; ' ,' \, '' APPROVED EQUAL. COLOR ROOFING TO BE NICKEL OR EQUIVALENT � `\ rr J \` I"i HORIZTAL V-GROOVE EXPOSED RAFTER TAILS. SEE CEDAR SIDING(TYP). DETAIL DWG A-I I P" HARDIPANEL SIDING, NO _ BATTENS. ATTACH WITH EXPOSED BLACK CARRAIGE -------- - --- - — - - 11 1' BOLTS PROVIDE �■■� CORNERBOARDS I 1'III IIS I 1�1 M r 36" H. HANDRAIL 2•,X 6,. — ,i I; j II I fill VIII II'! I Ili MAHOGANY TOP RAIL WITH BLACK ALUMINUM P05T5ow °I III AND STAINLESS STELE CABLES@ 4"O.C. I� REPLACE ROOFING AT II I i illl REMAINING FIRST FLOOR FLAT ROOF. SEE DETAIL IL I POO A EXISTING FIRST FLOOR. � ! F III I�1 1" I; � rw� i -_ wo LL I ' I I i I I I II L=u= M ©201 1 -- r ALL RIGHTS RESERVED lot THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF /h THE ARCHITECT. INFRINGEMENTS WILL M_ BE PROSECUTED. WEST ELEVATION - aw SCALE: 1/4"=I'-0" • ' CULTURED STONE CLADDING ON EXPOSED CHIMNEY M� w f t STANDING SEAM METAL I■■I ROOF, BY BERRIDGE OR / `r APPROVED EQUAL. COLOR MODIFIED BITUMINOUS 'FLAT' r TO BE NICKEL OR ROOFING EQUIVALENT j CLIENT/OWNER HARDIPANEL SIDING, NO BATTENS. ATTACH WITH EXPOSED BLACK CARRAIGE � BOLTS PROVIDE \� EXPOSED RAFTER TAILS. SEF CORNERBOARDS / DETAIL DWG A-I I I mi RALPH CON5TANTINO D CARMELA CON5TANTINO 50UTH VIEW DR. �I ORIENT, NEW YORK I lot �� II iil NEW SECOND FLOOR. REPLACE ROOFING AT i NIFIRST FLOOR.FLAT SIDING FINISH TO MATCH II r EXISTING FIRST FLOOR ii ROOF. SEEDETAIL 11 ISI PROJECT TITLE 3"1 JOISTS @24"O.C. '~ ADDITION TO s EXI5TING RESIDENCE I r I EXISTING FIRST FLOOR. 10" DIA. SOLID WOOD COLUMN DRAWING TITLE T 1 r� WEST ELEVATION -- - --- - -- -- I� 50UTH ELEVATION . . DINING RM.FIN.FLR. .. .: .�;,.,,,...,�THE 111 V DATE SCALE r AUG. 23 2012 AS NOTED I55UE Aft Jan 1 1, 2013 a;�,"+,.;�C!H M DRAWING NO. SOUTH ELEVATION SCALE: 1/4"= P-0° A6 1n�0 !:�✓ .0 4s, - M � A E_3�1 r REF. NO. 1 120 v I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS w !II* Vw rm 11.0 InK CULTURED STONE CLADDING 1 -- ON EXPOSED CHIMNEY ISI M r E I i STANDING SEAM METAL I ROOF, BY BERR DG E OR APPROVED EQUAL. COLOR -144 I TO BE NICKEL OR '!M I EQUIVALENT r� I _ HARDIPANEL SIDING, NO PEN J t BATTENS. ATTACH WITH 1111111101111 EXPOSED BLACK CARRAIGE BOLTS PROVIDE ----- --- CORNERBOARDS r ��I I Irl I I il' I _ III I III I I II 1I� I ILII L1 ►- - I I '�I I - I � I i I I I • I I I I - I A III i Iii� � I � � ! EXISTING FIRST FLOOR. o — r— I Ili N I li, i ll��'II II' I ',I II I I !I � I''I' ', � � i j� �I, i I � �I O ,`► - ill I I r l rT� — - C2011 - -— — - ►� ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF ,A THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. 1Asw ft NORTH ELEVATION i s SCALE: 1/4"=1'-0" A7 . • • r t/ I■■I CULTURED STONE CLADDING •� ON EXPOSED CHIMNEY f STANDING SEAM METAL ROOF, BY BERRIDGE OR �� i \ FIXED GLAZING (TYPICAL) r APPROVED EQUAL. COLOR \ / / CLIENT/OWNER I i I TO BE NICKEL OR i' f li EQUIVALENT I"i HORIZTAL V GROOVE / EXPOSED RAFTER TAILS. SEE ry CEDAR SIDING(TYP). �� DETAIL DWG A-I I ISI RALPH CONSTANTINO CARMELA CONSTANTINO D HARDIPANEL SIDING, NO HAKDIPANEL SIDING, NO BATTENS. ATTACH WITH SOUTH VIEW DR. BATTENS. ATTACH WITH ORIENT, NEW YORK EXPOSED BLACK CARRAIGE l EXPOSED BLACK CARRAIGE P'I'I II BOLTS PROVIDE BOLTS PROVIDE III CORNERBOARDS CORNERBOARDS j Jo'I jl NEW SECOND FLOOR. REPLACE ROOFING AT �� ;I SIDING FINISH TO MATCH I� REMAINING FIRST FLOOR FLAT I® EXISTING FIRST FLOOR MSI PROJECT TITLE ROOF. SEE DETAIL 3'l JOISTS 24"o.c. � ADDITION TO EXISTING RESIDENCE 10" DIA. SOLID WOOD ( --"— -- - EXISTING FIRST FLOOR. DRAWING TITLE COLUMN I! II r ~JII r� NORTH ELEVATION �I r~ EAST ELEVATION a liT I L,'ilt E 4" �. , w /� DATE SCALE AUG. G, 201 2 AS NOTED ISSUE r Jan 1 1 , 2013 DRAWING NO. ,k N, M IA • EAST ELEVATION 2 SCALE: I/4"=I'-O" A7 r�R� f REF. NO. J I I 2 3 4 5 6 7 g 9 10 II 12 13 14 15 1 6 17 ISSUES/REVISIONS Oki lA v p" M r • R-19 BATT INSULATION v 2"x6"@ 16"O.C. �� ', I �1 pml J " CDX PLY I"xa" HORIZTAL V-GROOVE l IBEDROOI�I III CEDAR SIDING(TYP). REPLACE ROOFING AT _� Iei M■�I REMAINING FIRST FLOOR FLAT l� ROOF. SEE DETAIL Aftr FIN.FLR. I� u 'Il R-19 BATT INSULATIONr -- NI d ! MODIFIED UPEERZ i 2"x6"@ 16"O.C. li, a KITCHEN CABINETS " CDX PLY I"xa" H IZTA �- II III �I DINING AREA j KITCHEN ..r OR L VGROOVE � I. pl .,, I CEDAR SIDING(TYP). � i 'I ' !'I i i Ii II I Ask FIN.FLR. Ll r� DINING RM.FIN.FLR. 4 'I EXISTING JOISTS rIWI NEW CRAWL SPACE. EXISTING NEW 3"x8" LEDGER BOLTED TO —' BASMENT I EXISTING BASMENT EXISTING FOUNDATION WALL. WAY rr ALL RIGHTS RESERVED SECTION STAIR I!■1 ©2011 AA THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF SCALE: !/4"=I'-O° . THE ARCHITECT. INFRINGEMENTS WILL PA BE PROSECUTED. rr N let et • i" 1■■I C .j s CLIENT/OWNER �—jf I M�■I — _ s � I ' I I ' r� RALPH CONSTANTINO I � CARMELA CONSTANTI NO D INTERIOR WALL(Tl'P) r SOUTH VIEW DR. 2"x4" 16"O.C. GYP. BD. a III BOTH SIDES, TAPED, SPACKLED ORIENT, NEW YORK PAINTED (3)CT5. PIN I r FIN.FL . R ~ PROJECT TITLE MSI �' — R-19 BATT INSULATION LI _ EXISTING UPPER CABINETS ADDITION TO j I I TO BE REMOVED r EXISTING RESIDENCE REINSTALLED, PROVIDE 2x6 @ 16 O.C. I � KITCHEN GLASS DOORS ON DINING • i! ROOM SIDE. CDX PLY r ! EXISTING CABINETS 8" 2 DINING AREAA• ' ! I"x(5" HORIZTAL V-GROOVE CEDAR 5IDING(7)P). DRAWING TITLE ! j > NEW WOOD COLUMNS iy NEW CABINETRY TO r� I ' m EXISTING JOISTS MATCH KITCHEN. FIN.FLR. �1 BUILDING SECTI ON S I T S STEP DOWN. DI L DINING RM.FI N.FLR. 21%511I G"O.C. 4" � NEW CRAWL SPACE. 3-12'x9-4' I.9E DATE SCALE NEW 3"x8" LEDGER BOLTED TO MICROLLAM LVL MIN. AUG. 23, 201 2 AS NOTED o EXISTING FOUNDATION WALL. BELOW GRADE. - o . ISSUE EXISTING Lx?(;D r Jan I 1, 2013 SECTION � . BRR BASMENT DRAWING NO. lJPA SCALE: 1/4"=P-0" All lll� P pm r REF. NO. 1120 i ., I 2 3 4 5 co 7 8 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS CONSTRUCTION NEW SECOND FLOOR CONSTRUCTION 4w V � v R-1 9 BATT INSULATION pw STRIP OAK FLOOR TO I■■I -MATCH FIRST FLOOR. Wo Oak z CDX 5UBFLOOR _U_ L d L U i r H I 1 IIII �I ENTRY FOYER j KITCHEN L IVING P ^► R � II `> NEW WOOD CLAD G COLUMNS �■I FIN.FLR. T Mu sr r I I Ij I EXISTING CRAWL • SPACE. MICROLLAM LVL rT, - (02011 _ _I EXISTING r ALL RIGHHT5 RESERVED BA5MENT STAIR ~ THESE PLAN5 ARE AN INSTRUMENT OF WAY. SERVICE AND ARE THE PROPERTY OF ,M THE ARCHITECT, INFRINGEMENTS WILL BE PROSECUTED. SECT10N - -- -- ! \ c CC SCALE: 114"=1'-0" • NEW 5ECONID FLOOR CONSTRUCTION NEW CONSTRUCTION r l t I y / \\ CLIENT/OWNER Net\' r� RALPH CON5TANT1 NO R-1 9 BATT INSULATION D CARMELA CON5TANTINO 2"xo@ I G"O.C. r� 50UTH VIEW DR. TS I aE DECK AREA FAM I LY AREA FAM I LY AREA �U CDX PLY ORIENT, NEW YORK I 2 STRIP A FLOOR TO OAK R MATCH FIRST FLOOR. .I � ,–II I I III I I I x8.I HORIZTAL V-GROOVE I I i � CEDAR 51DING(TYP). r; CDX SUBFLOOR %"I GYP. BOARD TAPE I�■■1 i 2 t h== SPAKLE 3COATS, r AND PAINT PRIMER � ter— c� PROJECT TITLE FIN.FLR. III`~ �Z AND 2 COATS K FREI RD H vv ADDITION TO =w� i EXISTING RESIDENCE I R 19 BATT INSULATION Y � b I'I 2"xG"@ I G"O.C. r iH 'I I it I �►� I I w I�1 TREAD:3'6"%I'3" I I I X Iy• RED OAK 2' CDX PLY DRAWING TITLE WITH EA5ED EDGES _ Wr w\ 152.,x 9-GAM X 2�" 3"X8"FRE II pI ! 3"X12"5TRINGER EAJ\2'Y"TH.BOARD I xV' HORIZTAL V-GROOVE CEDAR 51DING(TYP). r SEE STAIR DETAILS BUILDING SECTIONS Yz'cARRAIGE DWG A-10 FOR – Boy s B acq INFO ~ YEIOA FIN.FLR. EXISTING FLOOR JOISTS a r _.7 TME V r DATE SCALE EXISTING CRAWL NEW CRAWL SPACE. 39E ' _ y AUG. 23, 201 2 AS NOTED -211x9-41II. ..r. , ��. SPACE. MICROLLAM LVL NEW 3"x8" LEDGER BOLTED TO -'..± ,?© � ISSUE EXISTING FOUNDATION WALL. _ r r Jan 1 1 . 2013 EXI5TIN6 M DRAWING NO. BA5MENTA9 _ I� 13 o po SECTION DD SCALE: I/4"=1'-011 lqw fREF. NO. 4, .`U� ✓f.J I 120 n I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 I 6 17 ISSUES/REVISIONS ,A v M STANDING SEAM ALUM. ROOFING(ATAS 8° r FIELD-LOC I") COLOR TO BE SELECTED. RIGID INSULATION W/NAILING BOARD. • j I"x4"TONGUE t GROOVE ROOFERS. MODIFIED BITUMINOUS 'FLAT' ROOFING (TYP.) r� R-19 BATT INSULATI N i I � 2'CDX PLY j I"x8" HORIZTAL V-GR OVE "GYP. BOA2,D, TAP � PAKLE 3C S, AND PAINT MER FIN.FLR. • A SEE STAIR DETAILS - ATT IN5ULATON ISI DWG A-10 FOR �- II -- INFO 16"O.C. r� ER� C X P Y i -- - ENTRY Y F Y - � O ISI -- -- DINING AREA j ——— — I"x8" H D IZTAL V- OVE _ __ = CED F IDING ). FIN.FLR. DINING RM.FIN.FLR. rl� ©201 1 ALL RIGHTS RESERVED 3-Z'x9-4' I.9E z"x8"@ 16"O.C• �3-z°x9-4° I .9E �2"x8"@ 16"O.C. MICROLLAM LVL MICROLLAM LVL pet THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J jolt THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. I■■1 SECTION � \ 1A SCALE: 1/4"=I'-O" 011 • • r w t r� I■■I r r � CLIENT/OWNER 1/ Owl RALPH CONSTANTINO BEDROOM IR-I9 BATT INSULATION '�' CARMELA CONSTANTINO D SHiOWER I G"O.c. r� SOUTH VIEW DR. BEDROOM r�•r STALL FAMILY AREA �c ORIENT NEW YORK r.i - CDX PLY STRIP OAK FLOOR TO v Q MATCH FIRST FLOOR. tQ 11"x8" HORIZTAL V-GROOVE r 0 (CEDAR SIDING(TYP). 1� ISI z" CDX SUBFLOOR PROJECT TITLE 2"x8" @ 1 lC. 2"x8" @ I z"o.c• ADDITION TO i EXISTING RESIDENCE C DRAWING TITLE I BUILDING SECTIONS �i li FIN.FLR. LI. I, s01 F TF Es L oo D SCALE AUG. 6, 201 2 AS NOTED I " ISSUE 7 EXISTING FINISHED BASMENT EXISTING BASMENT STORAGE L L UNFINISHED r Jan 1 1, 2013 I �1 �� " 7 I■■I DRAWING NO. SECTION L _ FF _ SCALE: 114'l I'-0" LI BA -._ F. • M n MR Aft - �_-- -• POO REF. NO. �.. 1 120 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 7 ISSUES/REVISIONS �A P-4 r� � r M \` I I x,BLOCKING AS I ! I NEC�SSA�Y' . -;2'A7_EK FREIZE BOARD v `\, \ EXTERIOR SIDING 1„ Vr I I"x TmG z GYP.BD.TAPE,SPACKLE SMOTH AND PAINT(3)CTS. PON J 7 V-GROOVE CEDAR SIDING. 2"xG"STUDS @ I G"O.C. \ ! NEW 2nd FLOOR WALLS(f) ). • ' y 112"CDX PLYWOOD i RATED SHEATHING Noma i ' 5"ACOUSTIC BATT INSULATION MODIFIED BITUMINOUS ROOFING b I / INDICATED W/METAL EDGE STRIP FLOORIN 2� N PLANS. I, ol DX PLYWOODRA ED 5U51`L0OR iy "CANT ` I TAPERED RIGID INSULATION 2"x4"@ I G"O.C. FLASHING / TRIP �bw (MIN.1/2") r --- 2,CARRAIGE /2"AZEK BOARD — — — — — B G. PER. TREAD: 3'G"X I'3" _ BOLTS(BLACK) ' ––––– I -74 PAINTED 1 'O.C. X 1�2" RED OAK -� TYPICAL WITH EASED EDGES ! __/ -_- ' '� - P-)5 BATT I'2"X 9 12"X 2-'2' `',., 3"X 8" FRAME 3"X 8" STRINGER ----- INSULATION BLOCKING "x ' • 2"x4" NOTE:REMOVE EXISTING ROOFING J `EXISTING WOOD ROOFERS AND INSULATION. 5"ACOUSTIC ––– BATT INSULATION 3"X 12"STRINGER i2 EA.) 2!2"TH. BOARD BLOCKING 2 ii (, NOTIE: HANDRAIL Ao• ' --_ NOT SHOWN ON _____ VARIES EXISTING IST FLOOR JOIST r STAIR RU FOR 2" CARRAIGE CLARITY EXISTING EXTERIOR WALL 1 BOLTS(BLACK) rT, TTr-_'- ---_- TYPICAL x•11 3'-G" r G DETAIL 3 • : SCALE: I"=I'-O' STAIR D ETA I L I STAIR D ETA I L ` 2 ALL RIGHT RESERVED -� THESE/ SERVICE AND ARE THE PROPERTY Of a THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. ,A Aft ^Z • r M••I r� E EXTEND MASONRY CHIMNEY r AS NEC. TO MATCH EXISTING. W CLIENT/OWNER t r . I■■I RALPH CONSTANTINO CARMELA CONSTANTINO D R-19 BATT rl�l SOUTH VIEW DR. INSULATION R-19 BATT INSULATION ORIENT, NEW YORK 2"l I G"O.C. M 2°CDX PLY �io_ STRIP OAK FLOOR TC I'l HORIZTAL Imemo PROJECT TITLE MATCH FIRST FLOOR V-GROOVE CEDAR PROVIDE 2" SPACE FILLED i 111151D(NG(TYP). r W/ROXUL INSULATION. 2 CDX SUBFLOOR '~ ADDITION TO I _j %2" GYP. BOARD, TAPE, 2'l I G"O.C. SPAKLE 3COAT5, i EXISTING RESIDENCE FIN.FLR. AND PAINT PRIMER I� AND 2 COATS • r DRAWING TITLE I w I � I rte, aosEr n BUILDING SECTIONS LIVING R MASTER BATH N� I� -o DETAI LS x 0 J t I EXISTfING FIRST FLOOR STRUCTURE FIN.FLR. EXISTING PATIO �- � /M DATE SCALE -- FIN.FLR. AUG. 23, 2012 AS NOTED 1I �yN N E STIIN FLO R JO TS �� ISSUE .; EXISTING CRAWL EXISTIING CRAWL Jan I I, 2013 PATCH PATIO AS SPACE. AFTER ow D SPACE. — NECESSA Y RAMING NO. INSTALLATION OF I�1 FOOTING FOR NEW • COLUMNS. �P3 Al I SECTION ,i 1p, r-14 _ SCALE: I/4"=1'-0" M A c POO REF. NO. ,, 1 120 v I 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 IG 17 ISSUES/ REVISIONS a Aw �A v K M r I Poov • 4"X8" EXPOSED r CEILING JOI[5T5 j 4"X8" EXPOSED @24" O.C. r CEILING JOISTS @ 24' O.C. 4-1/2"HT.x3"W LEDGE IA�I�I /-r BUILT-INS -� al G r CEILING JOISTS • 4"XG" F—XP05ED CEILING J015T5 \v 2011 @24" O.C. 39"HT. ALL RIGHTS RESERVED r 9G"TO BOT.OF JOISTSI ` 4"X8" EXPOSED � THESE PLANS ARE AN INSTRUMENT OF CEILING JOISTS •� \ @24" O.C. r� SERVICE AND ARE THE PROPERTY OF \ /A THE ARCHITECT, INFRINGEMENTS WILL BE PROSECU ED \ LAUNDRY ROOM I■■I 4-1/2"HT.x3"W LEDGE V �� DN DN 14R@ 105"INCLU. PLATFORM • STEP DOWN STAIR WELL O S OWER PLATFORM 8'-9" FLOOR—FLOOR p w J r wZ0 cl� N DN � w � OO wz0 r^ LU Nr U N ~ FRIG. CLIENT/OWNER let rim l RALPH CON5TANTINO CARMELA CONSTANTI NOD 50UTH VIEW DR. ORIENT, NEW YORK EX15TING TO BE DEMOL15HED _ - - DEMOLITION PLAN PROJECT TITLE SCALE: 1/4"=1'-0" QD I r� ADDITION TO r EXI5TING RESIDENCE r DRAWING TITLE �I r :•� DEMOLITION PLAN 13' { 00 DATE SCALE A y r AUG. G, 2012 AS NOTED ISSUE r JAN 1 1 , 2013 Y M DRAWING NO. ISI REF. NO. - 1 120 a 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS 1A v M r • i v P J it I�1 low AMON 1� AMON ©2011 - J r ALL RIGHTS RESERVED i THESE PLANS ARE AN INSTRUMENT OF y —I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. PMRi iA i I LI • I. s i i! FRIG. r 1 CLIENT/OWNER IL rtr► \ --------- / _ _ ____ RALPH CON5TANTINO r7i' . — f "' CARMELA CON5TANTINO --- -- ►~ SOUTH VIEW DR. PER P f - ------- z / \ MOM" ORIENT, NEW YORK v r^ �ffAN . OPEN TO ABOVE LJ 1~ PROJECT TITLE E L E C T K I C A L ter~ — — ADDITION TO i EXISTING RESIDENCE C � � i // � � \ 334 GROUND FLOOD SCALE: 114"=I -O" E I f DINING AREA DRAWING TITLE r � EX15T1 NG EXCEPT A5 NOTED BUILDING SECTIONS IE 19 B 7!,! gilt DATE SCALE h_ AUG. G, 2012 AS NOTED ISSUE Aft Jan 11 , 2013 • _ - 1 ,,. ,. -... _ DRAWING NO. ]MA4 REF. NO. • �� i-'-'4- r,,.to y � 1 120 � .. 7 ..y. .l.v I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/REVISIONS ^j 1A v K M r WP V I/ v �J / _ _ — CABLE _ _ — 1 EW I I DECK I FAN 1 M \I CABLE WP(t — — — — — — FAM I LY AREA I OPEN TO BELOW \ m , Q r� GFAN -:4v V \I // FAN \ r 02011 0 \ /j Q ✓ ALL RIGHTS RESERVED i Mf CO — — THESE PLANS ARE AN INSTRUMENT OF lLU } r) SERVICE AND ARE THE PROPERTY OF \ \ GFI THE ARCHITECT. INFRINGEMENTS WILL WP ® M BE PROSECUTED. AV\ -y sD \ I ^j / ISD VENT i' T T " ,WP. I cSD IL VENT( --lkfAN N T �{ E I � FAM I LY AREA � BEDROOM-- — BEDROOM CLIENT/OWNER i . i \0� f '1-^+GFI � � � � _ � � "-'� t _m T M� ------ -- --- r� RALPH CONSTANTINO \ ----- --- --------- CARMELA CONSTANTINO D SOUTH VIEW DR. ORIENT, NEW YORK oft r� ~ PROJECT TITLE ISI FOYER OPEN TO BELOW ADDITION TO EXISTING RESIDENCE ELECTRICAL OND EL00R I � i _ � DRAWING TITLE 2 SCALE: 1/4"=I'-0" r 1 r !� BUILDING SECTIONS ...7. V PE DATE SCALE AUG. G, 2012 AS NOTED ISSUE Ask Jan I I . 2013 DRAWING NO. IMI 49r REF. NO. ws, 1 120