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HomeMy WebLinkAbout40740-Z EF t'tco�, Town of Southold 9/14/2016 �A P.O.Box 1179 a o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38513 Date: 9/14/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 560 Village Ln., Orient SCTM#: 473889 Sec/Block/Lot: 25.4-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2016 pursuant to which Building Permit No. 40740 dated 6/1/2016 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: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6720, DATED 02/20/2014, AS APPLIED FOR The certificate is issued to McIntosh,Madeline of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40740 06-30-2015 PLUMBERS CERTIFICATION DATED 01-21-2016 John Sweeney& S19ns AuthAKed, Signatu e f o�guFEoc,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o • 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#: 40740 Date: 6/1/2016 Permission is hereby granted to: McIntosh, Madeline 42 W 9th St 21 New York, NY 10011 To: Additions and alterations to an existing single family dwelling as applied for per ZBA decision #6720 Replaces BP# 38819 At premises located at: 560 Village Ln., Orient SCTM #473889 Sec/Block/Lot# 25.-1-11 Pursuant to application dated 6/1/2016 and approved by the Building Inspector. To expire on 12/1/2017. Fees: PERMIT RENEWAL $350.00 Total: $350.00 i ding Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �� SOUTHOLD, NY X01 � Sao u 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#: 38819 Date: 4/28/2014 Permission is hereby granted to: McIntosh, Madeline & Pavone, Christopher 42 9th St New York, NY 10011 To: Additions and alterations to an existing single family dwelling as applied for per ZBA decision #6720 At premises located at: 560 Village Ln, Orient SCTM # 473889 Sec/Block/Lot# 25.-1-11 Pursuant to application dated 4/18/2014 and approved by the Building Inspector. To expire on 10/28/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $701.60 CO -ADDITION TO DWELLING $50.00 o $751.60 1 uildin I .spec Y Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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 $15.00 Date. yho_ New Construction: Old or Pre-existing Building: (check one) Location of Property: 40 House No. q Street Hamlet r . Owner or Owners of Property: OWIkke AMMI Suffolk County Tax Map No 1000, Section Z- Block ( 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: $ � ppl nat j �C SOUIy®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �Q roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 ®lyC®UNT`l,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pavone Address: 560 Village Lane City: Orient St: New York Zip: 11957 Building Permit* 38819 Section: 25 Block: 1 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 18 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches 21 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/ CO Detector, 1- Exhaust Fan -1 Notes: Inspector Signature: Date: June 30, 2015 Electrical 81 Compliance Form.xls SO!/T�,o _ Town Hall Annex l Telephone(631)765-1802 54375 Main Road Fax(631)765-95-02 P.O.Box 1179 G Q Southold,New York 11971-0959 �0 �yCOUM`( BUILDING DEPARTMENT D OVE TOWN OF SOUTHOLD JUN 28 2018 BUILDING DEPT. -CERTIFICATION TOWNOFSOUTSOLD Date: Cl Building Permit No3 g g •eX 'e ® Owner: - I (Please print) Plumber: .�°In N (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of �C�i��c,�� 20_ffa_ KELLY MARIE MCNULTY NOTARY PUBLIC-STATE OF NEW YORK ' Notary Public, SQA u County No. O1 MC6295963 Qualified In Suffolk County My Commission Expires January 21, 2018 rAf s 0 cou F SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR J �oy�00F SO(/Tyolo cOUNi'I,N TOWN ,OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION- , [ ] FOU DATION 1 ST [ ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f wl VeI A -XL--- 7rGA-C LJ�L-- _DATE INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FO��iTION IST [kj-`6`OUGHl-.PLUMBING "NDATION 2ND [ ] INSULATION IA4FRAMING / STRAPPING [ FINAL FIREPLACE &CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION LKING REMARKS:- DATE - INSPECTOR 361 leorlou I TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION FOUNDATIOWIST UGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL //I/ FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIR ESISTANT PENETRATION ELECTRICAL (ROUGH) ECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 4 A.4 DATE - INSPECTOR2 I F fif 0 onulm, TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ROUGH PLUMBING� FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) I ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: rl 4,1 DATE - 6134116'�_ ANSPECTOR oloo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , FOUNDATION 1 ST ] ROUGH PLUMBING ] FOUNDATION 2ND 11 LATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY- FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL CAULKING REMARKS:— a,A-1-07p c if Zr op- iaj�1.2_,. DATE - . 9//Cv INSPECTOR-2L "U Of SOUjyo! OG Q COUNT'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IMMLATION [ ] FRAMING / STRAPPING [ FINAL Cf/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) M REMARKS: r DATE 09 D INSPECTOR rjF 50(/ly� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: K0000�: DATE q INSPECTOR OF SO(/lyol o cOUMY,N TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 ANSPECTION [iFOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR coUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4NSPECTION " [ ] UNDATION IST [ ] ROUGH PLUMBING 1V FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI REMARKS: DATE INSPECTOR rAf s 0 TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION " I I F UN DATION- I ST' ROUGH PLUMBING 0 Iq UNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: DATE - 4- INSPECTOR- 1 _ t 1 0, • � • I 1. _ wm' • ! • tWA 1 owee Am PLUNMING CIPFAME INSUL ATION PER N.Y. STATE ENERGY . ! .. r• Ar rim, IN I r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 -` 4 sets of Building Plans 2 TEL: (631) 765-180 Y6 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. _ r Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined_ - -' 20_ Storm-Water Assessment Form ontact: Approved I �n M ' to: DDisapproved a/c 6 Phone: S 1277— Expiration ,20 BLDG EP 1 ►J/ TOWN OF SOUTHOLD Building Inspector APPLICATION FOR BUILDING PERMIT r Dated, 2018 - 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 shad 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. a�4�114� ignature applicant or name,if a corporation) J'r �i(.�f�P�000,QJ (Mailing address of 6 licant) State whether applica is owner, lessegent, rchitect, engineer, general contractor, electrician,plumber or builder Name of owner of premi es V81hrtsf, 0 n'eJ G (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic p posed w rk will be done: n House Number Stre-A Hamlet County Tax Map No. 1000 Section Block Q Lot -Subdivision Filed MapNo.. Lot 2. State existing use and occupancy of premises and ini`en bd use and occup ncy of proposed construction: a. Existing use and occupancy -- b. Intended use and occupancy 3. Nature of work(check which appl' able):New Building Addition Alteration V Repair Removal_ Demolition Other Work (Description) 4. Estimated Cost ,50 coo < .Fee 1 (To be paid bn filing this application) If garage, number of cars 5. If dwelling, number of dwelling units � u b- of lling units on each floor „(l,� � p,(�`{ �N 6. If business, commercial or mixed occupancy, specify nature and extent of each type4.4'use. 7. Dimensions of existi.n structures, if any: Front 4�,e Rear 3a.g Depth_ Height / Number of Stories Dimensions of same structure with alterations or additions: Front 9• Rear Depth Height OQot rx.cJ Number of Stories A. V- 8. Dimensions-of entire new construction: Front? a� _Rear J3 Y3,_Depth__R�"�/ Height 131,911.1-1, Number of Stories ' 9. Size of lot: Front 1��. 1,0 Rear 100 Depth faY' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES J NO 13. Will lot be re-graded? YES NO J Will excess fill be removed from premises?YES NO v 14.Names of Owner of premises-AAft I PMTj&L) Address Phone No. 6- -356. Name of Architect o purr. Address *l e) Phone No _ Name of Contrac or Address Phone No. n aat'ur n ►(,e»s u row � rfre� .471•-qV�15 a. Is this property within 100 eet of a tidal wetland orwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE,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 , Iv being duly sworn, deposes and says that she is the (Name f indiviA l signing contract) above named, Y ( ) applicant DS)Heithe (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. Swo to before me thi / r day of V 20 l Notary Public VIC TOTH ' Sig re of Applicant Notary Pubac I of New York No. 1`i 1y0696 Qualified in Suffolk County ^� Commission Exoires luh,9a (� FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 15, 2013 TO: Fairweather&Brown(Pavone) 560 Village Lane Orient, NY 11957 Please take notice that your application dated November 6, 2013 For permit for a partial demolition and additions and alterations to an existing single family dwelling at Location of property 560 Village Lane, Orient, NY County Tax Map No. 1000 - Section 25 Block 1 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 12,569 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124B, which states that non- conforming lots, measuring less than 20,000 square feet in total size, are allowed a maximum lot coveragepercent. Although the existing total lot coverage of 23.5 %will be reduced to 23.4%, it will remain non- co s section f the code. uthorized Signatur CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. i BOARD MEMBERS �QF$�U�y Southold Town Hall Leslie Kanes Weisman,Chairperson h�� Ol0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G • Q Town Annex/First Floor,Capital One Bank George Horning 'O 54375 Main Road(at Youngs Avenue) Kenneth Schneider lyC�(J ,�` Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 E W J E C I� RUU L5 ll U l5 FEB 2 5 2014 FINDINGS,DELIBERATIONS AND DETERNIINA IO MEETING OF FEBRUARY 20,2014 BLDG DEPT TOWN Or SQL'THOLD ZBA FILE 6720 NAME OF APPLICANT: Christopher Pavone PROPERTY LOCATION: 560 Village Lane, Orient,NY SCTM 1000-25-1-11 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 January 31, 2014 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: The applicant's property is a non-conforming 12, 569.20 sq. ft. parcel in the R-40 zone. The northerly lot line measures 124.84 feet along a residential parcel. The Easterly lot line measures 10 1.10 feet along Village Lane. The southerly lot line measures 125.17 feet along another parcel, and the westerly lot line measures 100 feet along two other parcels. The property is improved with a single family dwelling and detached garage, as shown on the survey drawn by Joseph A. Ingegno, Land Surveyor, dated Sept. 16, 2004, and with proposed new construction and setbacks shown on the site plan prepared by Fairweather Design Associates,Inc., dated Oct. 22, 2013. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124B and the Building Inspector's November 15,2013 Notice of Disapproval based on an application for building permit for partial demolition, additions and alterations to existing single family dwelling, at; 1)more than the code permitted lot coverage of 20%. RELIEF REQUESTED: The applicant requests a variance to partially demolish and construct additions and alterations with proposed 23.4% lot coverage,where 20%maximum lot coverage is permitted by Code. ADDITIONAL INFORMATION: The applicant's construction plan includes an actual reduction of total lot coverage"from existing 23.5% to a proposed 23.4%. The applicant submitted information showing other lot coverage variances in the neighborhood. 't Page 2 of 3—February 20,2014 ZBA#6720—Pavone SCTM#1000-25-1-11 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2014, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and 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)(i). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The long-established neighborhood contains many non- conforming structures on non-conforming sized parcels. The applicant's single family dwelling, and many other dwellings in the area were built before zoning was established, and these nonconforming structures are characteristic of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant seeks to rebuild a deteriorated portion of the dwelling, and the existing (23.5%) lot coverage exceeds that allowed by Code. Although the proposed(23.4%)new total lot coverage will be slightly reduced, a variance for excessive lot coverage is necessary in order for the applicant to proceed with the renovations. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for 23.4% lot coverage is mathematically substantial, representing 17% relief from the code. However, the variance is mitigated by the fact that the proposed total lot coverage will be slightly reduced from the existing 23.5% lot coverage, and also by the fact that the parcel is small. 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 new additions and alterations, 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-B, motion was offered by Member Horning, seconded by Member Weisman (Chairperson) , and duly carried,to GRANT,the variance as applied for, and shown on the site plan prepared by Fairweather Design Associates, Inc., dated Oct. 22, 2013. Any deviation from the survey, site plan and/or 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—February 20,2014 ZBA#6720—Pavone SCTM#1000-25-1-11 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), Schneider, Dantes, Horning.Absent:Member Goehringer. This Resolution was duly adopted(4 ). C r Leslie Kanes Weisman, Chairperson Approved for filing a /X—/2014 Scott A. Russell ®SUF 'r James A. Richter, R.A. ,� SUPERVISOR Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 117953095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 , Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US ®'` JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact&Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional,A.ge ,Contractor,Other) PROPERTY OWNER Of Different from Applicant)pplicant) NAME: m II lj NAME: 0-�r/"-;,-PA k1 N� ADDRESS: -�) ,A!)-q ADDRESS: a0D Telephone Number: q:JJ '-P/ �o�— Telephone Number. Completed Applications can be picked up at the Engineering Department after being notified by the Department, or, it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: '' ((,� Property Address / Location of Construction Work: SCTM *: 1000 ` 01 )( District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormpqer Review Checklist. If No or NA are Indicated, Justification is Required. ** R E G E G DEPARTMENT USE ONLY**** Reviewed (Zonaell Date: ' ® AA Information Required: AF CMZ 13.AVOf ®S0F,Q/r CHAPTER 236 STORA WATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: ro APPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) �LLI � -® NAME: Arn 1 m,A I��1 U ®� S C T M *: 1000 0�5-- U l IL Telephone Number: District Section Block - Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries 0� b. Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing&Area of Proposed Land Disturbance. - f. Existing&Proposed Contours of the Site (Minimum Z Intervals) Fi� g. Location of all existing & proposed structures, roads, Z driveways, sidewalks, drainage improvements&utilities. ® ig f4a)WZ LU 4M 1Z h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. 0 M.� 1. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Aiea(s). 0 & k. Location of proposed Construction Entrance/Staging Area(s). _F�l0 1. Location of proposed conci ete washout area(s). 0 m.Location of all proposed erosion&sediment control measures. ¢j a4Wit,EMS 1 2. Stormwater Management Contiol Plan must include Calculation,showing that the stormwater improvements are sized to capture,stole,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. 0 b. Construction Entrance&Site Access, 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g.infiltration basins,swales,etc.) 0� FORM * SWCP Check List-TOS JAN 2014 . OF So!/T�o! ti o Town Hall Annex 1f [ Telephone(631)765-1802 54375 Main Road cn ,c ,ax(631)761 P.O.Box 1179 G Q roger.rlCheft lown.sou ot`t1.nV.us Southold,NY 11971-0959 Own N �� w n, i BUMDING DEPARTMENT TOWN OF SOUTHOLD I APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: /'-)Ilag Company Name: Name: �� � (J� 222 /:S5 C_-�o License No.: S 7e Address: a, &0JC' a t r- cS o✓ o c� / r'r`7/ �: Phone No.: S/(� `{��.— �6 / 6 JOBSITE INFORMATION: ° (*Indicates required information) V *Name: �� 0 rV/� I *Address: 6-(o o r. F_ Lgio a4 p�6AI i /9-C'7 *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) =ug/h *Is job ready for inspection: YES I NO Final *Do•you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: Phase 3Phase 100 150 00 300 350 400 Other *New Service: Re-connect Underground Number of Metersi han a of ServiceOverhead ` Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ��1� FAIRWEATHER DESIGN ASSOCIATES,INC. ROBERT I. BROWN, ARCHITECT P C_ 205 Bay Avenue Greenport,NY 11944 631-477-9752 (fax)631-477-0973 P PPO fbdainc@optonline.net Transmittal Date: To: Re: 4Y lid Thank you, FDA Inc. RIBPC Inc � Z,%N;� - Southold Town Building Department FF04c P.O.Box 1179 Permit#: 38819 53095 Main Rd Southold,New York 11971 Permit Date: 4/28/2014 y�ol �ao� (631)765-1802 Expiration Date: 10/28/2015 Parcel ID: 25.4-11 ' BUILDING PERMIT RENEWAL LETTER Dated: 5/24/2016 Applicant: McIntosh, Madeline&Pavone, Christopher Location: 560 Village Ln, Orient Work Description: ADDITION/ALTERATION Additions and alterations to an existing single family dwelling as applied for per ZBA decision#6720 A FEE OF $350.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: McIntosh, Madeline&Pavone, Christopher Address: 42 9th St New York,NY 10011 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. I ,4 j � 0) tiCC VO OO O� 3 63°3 ; M_^ qAl _ = ' tV� OO rya EXISTING I �q�y STORY til < 2 �' an�E e0 02 ,,0 �000 GARAGE a \ ®�G�®® .` N Nw e OJ�2t N /24 85t, N 0 Sw SE � EXISTING TO BE REMOVED 263' 5h� / - - - LINES. " O �� 4 / EXISTING I 63 O ° AND 2 STORY ry e C0 FRAME HOUSE ti a Bldg Dept COPY from ZBA (y Final revievyp�documents 2 NEW SINGLE sq ti ZBA File/ (oo P 0I STORY ADDITION. WO/F O ry0 DURELL H. GODFREY / AIG 3oO/ \ a -4Q�� -.,:_r`-ie�,'�•;;;--��`-C.1�++�1�tt-11:11;70 .-. �(� _A`Pt FOR L-N 51'PERSON, / j� UMM-SS ,`.CTiNG UNDER THE \��Ei�ED \ 0 r!M-MOTICpn OF A LICENSED �,� ��i?L gh,O S 2 ARCHITECT,TO ALTER ANY ITEnl1 ON T HIS DRAWING IN �a - 1'• 2 014YWAY ANY A-'"HORIZED ALTE=RATION MMS T BE BASED ON SURVEY �9F�J � / 51TUATE AT ORJENT DE CDc�INACCORDANCE oQ' VIS€TH THE LAW. O � TOWN OF 50UTHOLD SUFFOLK COUNTY, NEW YORK e � , CO �R �o SEPTEMBER I G, 2 004 -O I-I I 01-/2s \ PAV O N E (n EXISTING LOT COVERAGE AREA = 12,5G9.20 SQ.PT./0.259 AC. /), GARAGE: 497.8 � HOUSE: 2453.5 10/22/2013 CHRJSTOPHER PAVONE - TOTAL: 2951 .3 SQ.FT. 23.5% AND MADELINE McINT05H PROP05ED LOT COVERAGE FAIRWEATHER DE51GN ASSOCIATES; INC. 5 1 T E P L A N �srgTF GARAGE: 497.52 HOUSE: 244455. W/ ROBERT 1. BROWN ARCHITECT, P.C. "— �jpP�R�� TOTAL: 2943.0 SQ.FT. 23.4% 205 BAY AVENUE SCALE. I —20-0 NFl GREENPOKT, N.Y. 1 1944 G31-477-9752 (Fax) G31-477-0973 -- _ ... ,5.. a_ - - - -• - - __- - — _ - ..'s v - v. - - - - _ =W-•-r'.'4=„�z«'L.i^,� c., a .., StRu C"rio EXISTING LOT COVERAGE OR 8"-0” ©�, S GARAGE: 497.8 6 HOUSE: 2453.5 14 AQ o . 33270E MqRY�R/� h /% TOTAL: 2951.3 SQ.FT. 23.5% I p C Q ' pp "' �w� ?o .S&q74 k CU X4'4 PROPOSED LOT COVERAGE Iti tt,� A ��kF MqN GARAGE: 497.8 m o a EXISTING �'q MqN HOUSE: 2445.2 �RUId 31� �i iT� c6) Ir STORY � �UMe uR p o FRAME 0 TOTAL: 2943.0 SQ.FT. 23.4% DRYWELL SECTION (APPROX.) \O\ ��� GARAGE ry \ Ile-I,-a* = Q <v ao a EXISTING GRAVEL- / s DRIVEWAY T6 &R®�Aj')L6pr�� N �v��z , DRAINAGE CALCULATIONS OF� NW L14E EPROX. LOCATION OF NEW 6' DI 72,$� ZONE 1: 312.4 SFX 0.17 = 53.1 CF W � � R�51t�1 N sC�tL SE SYSTEM. / "D. DRYWELL. PROVIDE (1) 6' DIA. X 3'6" DRYWELL (78.2 CF) Sw Se EXISTING / ZONE 2: 606.6 SF X 0.17 = 103.1 CF �06A-fI f jeo ��� BE REMOVE / PROVIDE (1) 8' DIA. X 3'6" DRYWELL (147.8 CF) ?s3' Time, OF )u sf lL 1014 S ,,<v LINES. / \� " �rN. f� Cf IqCW R o, NEW 8 DIA X � EXISTING 1 L) ��'� `�' 3'6"D. DRYWEL . AND 2 CV STORY f NEW SINGL FRAME �� STORY HOUSE ss. N/O/F ADDITION. o ti DURELL H. GODFREY Ste®R AA W � 63C?7 s0 � � ��� IT IS A VIO/��.(it C A'IMON OF THE Lf: Fl �%'FOR PERSON, C7 UNLESS A�.;`rNkle UNDER THE Q' iDIRECMON OF A 6_ICENISED �.v ARCI IFTECT.1*0 ALTER ANYNj0 ITEM OM T FIIS L?RAVVING IN RED ARC BASED ON SURVEY M/C /F , A`:":. .�,AYAI�lYA-sl-5�?RIZED T ►.s ti LTE:-EATIION NIUS T SE �� Q� � 9 TQC BY JOSEPH A. INGEGNO, LA SURVEYOR k q t�JTESEALED,l�NO Q trCa �2 SITUATE AT ORIENT FN R `� TOWN OF SOUTHOLD 'g2/� O O�;���°��`:�Ii�A����I<AI��� SUFFOLK COUNTY, NEW YORKco S.C. TAX NO. 1000-25-01-11R 72 P A UO E ` F3 A {cam SEPTEMBER 6, 2004 S 7>> ten, AREA = 12,569.20 SQ.FT./ 0.289 AC. MARCH 27,2014 CHRISTOPHER PAVONE AND MADELINE McINTOSH FAIRWEATHER DESIGN ASSOCIATES, INC. S I T E P L A �STgT� W/ ROBERT I. BROWN ARCHITECT, P.C. i�d STS 205 BAY AVENUE F'S' FFT GREENPORT N.Y. 11944 SCALE: 1"=20'-0" CqN�) 631-477-9752 (Fax) 631-477-0973 RESchecik Software Version 4.4.4 Compliance Certificate Project Title: Pavone/McIntosh Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Singe-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area Percentage: 16% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor. Village Lane Amy Martln,agent Ian Fairweather,Designer Orient,NY 11957 Fairweather&Brown Fairweather Design ,0 v, 0 '• • • 1., o - - J„� J' 19 4�,,:a _ .. t. ,,,in, qR "r_ w•,aAs.,,�� Compliance: 16.7%Better Than Code Maximum UA: 204 Your UA'170 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 mrmmumcode home. Envelope Assemblies Gross Glazing Cavit• • Door UA Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 686 33.0 0.0 21 Wall 1:Wood Frame, 16"o c. 1,262 19.0 0.0 64 Window 1.Wood Frame:Double Pane with Low-E 145 0 300 44 Door 1:Glass 55 0.300 17 Ceiling 1,Flat Ceiling or Scissor Truss 686 30.0 0.0 24 Compliance Statement: The proposed building design described here Is consistPRqC / spec' tions,and other calculations submitted with the permit application.The proposed building has been designe tileb�f� �Yoerx Conservation Construction Code requirements in REScheck Version 4.4.4 and to comply with the mandatory re d 1 th ck Inspection Checklist. T4 wla;! 6�=�v�-� ^aFP; ame-Title gn T OF N� Project Title: Pavone/McIntosh Report date: 04/11/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\pavone.rck Page 1 of 6 f REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0%were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. 2010 New" s Plans1Verifled; Field Verified ,York. Pre-Inspection/Plan Review , ``'Complies? f Coriiments/Assumptions Energy = Value _ Value 103.2 ;Construction drawings and ❑Complies [PR1]1 documentation sufficiently ❑Does Not Comply ;demonstrates energy code '_. y; '_` ;_ ❑Not Observable compliance for the building envelope. r _ _ _ I❑Not Applicable ' 103.2, 'Construction drawings and , i❑Complies 403.7 documentation sufficiently .,❑Does Not Comply [PR3]1 :demonstrates energy code n t': ,w r} 7❑Not Observable compliance lighting an for lightd '''° �':. '-� �,..�, []Not Applicable ; mechanical systems.Systems serving ;multiple dwelling units must ;demonstrate compliance with the °!commercial code. ;"' - 403.6`;: F.Heating and cooling equipment is ; Heating- I Heating: ;❑Complies [PR2]2` ,'r ,'sized per ACCA Manual S based on Btu/hr Btu/hr ;❑Does Not Comply {•, '„z `-.,loads per ACCA Manual J or other 1 Cooling: Cooling: �❑Not Observable aaapproved methods. Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) ;2: Medium Impact(Tier 2) 1-.3j Low impact(Tier 3) Project Title: Pavone/Mcintosh Report date: 04/11/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\pavone.rck Page 2 of 6 2010 New York* Foundation Inspection = Com_ plies? „ ,Comments/Assumptions- 303:2.1» ,° Exposed foundation insulation protection. I❑Complies^ ' [F01,1]2 ,2 ;❑Does Not Comply 1❑Not Observable ❑Not Applicable 403:S,y`,c s: =ySnow melt controls. ;❑Complies [F012]2',;s o; ;❑Does Not Comply :❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) .c2-` Medium Impact(Tier 2) 3 I Low Impact(Tier 3) Project Title: Pavone/Mcintosh Report date: 04/11/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\pavone.rck Page 3 of 6 2t?10 New _ Plans'VenO,ed " - Field Verit"ied''" ; York Framing l,Rough-In.lnspecteori v- Complies? Comments/Assumptions. , Energyt Value, Value' 402.4.4 ;Fenestration that is not site built is ;�❑Complies [FR20]r listed and labeled as meeting ❑Does Not Comply 1 pl ;AAMA/WDMA/CSA 101/I.S.2/A440 orPli ; ❑Not Observable ,has infiltration rates per NFRC 400 }❑Not Applicable i that do not exceed code limits. t 402.4.5 4IC-rated recessed lighting fixtures I''°`` `'yy❑Complies [FR16f „'sealed at housing/interior finish and '`w' ;f,❑Does Not Comply: ;labeled to indicate&1t=2.0 cfrn ;..i❑Not Observable .leakage at 75 Pa. „* _ ❑Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- R- ;❑Complies ; [FR12]1 +R-8.All other ducts in unconditioned : R- : R- T❑Does Not Comply; ;spaces or outside the budding (❑Not Observable I ,envelope are insulated to R-6.Not 1 ;❑Not Applicable :applicable if all systems are ductless. 403.2.2 ;All joints and seams of air ducts,air r ” ❑Complies ; [FR13]� ,handlers,filter boxes,and building '❑Does Not Comply: ;cavities used as return ducts are " ;❑Not Observable isealed. a '' ;❑Not Applicable 40323W ;Building cavities are not used as ducts = `° - '' ' ', ❑Complies [FR15]3, or plenums. ,,w _ ._. - -,T]Does Not Comply b❑Not Observable i ❑Not Applicable ' 403.3 ;HVAC piping conveying fluids above 1 R- R- ;❑Complies [FR17)? '105'For chilled fluids below 55 OF : : ;❑Does Not Comply: are insulated to R-3. ; I Not Observable ',❑Not Applicable 403.4;r ; «, Circulating service hot water pipes are; R- , R- ;❑Complies insulated to R-2. : ❑Does Not Comply: ,❑Not Observable ;❑Not Applicable 4'03;5 pAutomatic or gravity dampers are ;' - y❑Complies [FR19]2 installed on all outdoor air intakes and ;❑Does Not Comply ,: §exhausts. �, r __ ;,❑Not Observable , Y❑Not Applicable Additional Comments/Assumptions: 11 Nigh Impact(Tier 1) 11 2 Medium Impar(Tier 2) 1 3' Low Impact(Tier3) Project Title: Pavone/Mclntosh Report date: 04/11/14 Data filename: C:1UserslFrontDesk\Documents\RESchecklpavone.rck Page 4 of 6 '2010 New: „ York xi "Insulation Inspection Complies? Comments/Assumptions Energy. 303:,1 ?All installed insulation labeled or installed R-;❑Complies values provided. ;❑Does Not Comply; :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) [`,2 Medium Impact(Tier 2) 3= Low Impact(Tier 3) Project Title: Pavone/Mclntosh Report date: 04/11/14 Data filename: C:\Users\FrontDesk\Documents\REScheck\pavone.rck Page 5 of 6 �Y 0 Niw,l ,Plans i %�rilfiii8 Field Verified -201 York" ons,'YCbmp :"'-,'-6�"ent.4/AssuMptio6s-,-,'� E yalue-.'- " ' - , ,!ie. s',�,`-� ,, Energy value',,, rgy 402.4.2, Building envelope tightness verified ACH 50 ACH 50= ;,E]Complies 402.4.2.1 by blower door test result of&lt;7 ACH ;E]Does Not Comply: [FI17]1 at 50 Pa.This requirement may UNot Observable instead be met Via visual inspection, :[]Not Applicable :in which case verification may need to occur during Insulation Inspection 402.4:3x` .'IWood-burning fireplaces have Complie s [Fl8]2 gasketed doors and outdoor _0 ",ITIDoes Not Comply; b ' air. icom ustion E]Not Observable JE]Not Applicable 403.2.2 ;Duct tightness via post-construction cfm _cfm ElComplies [F14]1 :with maximum leakage of 8 drn to ;[]Does Not Comply: 11 systems 'outdoors,or 12 cfm across .E]Not Observable !For rough-in tests,verification may ;E]Not Applicable :need to occur during Framing Inspection,with maximum leakage of .6 cfm across systems and 4 elm without air handier. �,,,�­­'Qcomplies 40:1`f"z��'-``I'Programmable thermostats installed [F191 ion forced air furnaces. r TIDoes Not Comply: y­T]Not Observable 1EINot Applicable Heat pump thermostat installed on s [FlI iheat pumps. '-I[]Does Not Comply; Observable Applicable 403:4 Circulating service hot water systems 0; ;have automatic or accessible manual oes Not Comply controls. '!""[]Not Observable J EINot Applicable 403.91 ' `Readily accessible switch on heaters []Complies [F[12]3 ;;for swimming pools. -3E]Does Not Comply; Observable otApplicable 40A._2 ',-`;,Timer switches on pool h ElComplies eaters and '.-.,",",,,pumps are present. �JEID oes Not Comply: IE]Not Observable -]Not Applicable 403.6.3 Heated swimming pools have a cover. 'ElComplies [FI20] -'-,,',,.,iCovers on pools heated over 90 OF 0Does Not Comply 3 -,DNot Observable Ilareinsua insulated to R-12. 7 []Not Applicable 401:3;,'>]`3 Compliance certificate posted. [F17]2 1f­ DoesNotComply; EINot Observable 4', IE]Not Applicable 303,5 Manufacturer manuals for mechanical 42 '-,'E]Complies [F!16]3-,,�­ and water heating equipment have E]Does Not Comply; ;been provided. .-JEI Z Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pavone/McIntosh Report date- 04/11/14 Data filename: C:\UsersXFrontDesk\Documents\REScheck\pavone.rck Page 6 of 6 2010 New York Energy Conservation Construction Energy Efficlency Certificate Wall 19.00 Floor 33.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): s.. Window 0.30 Door 0.30 at .. Heating System: Cooling System: Water Heater: Name: Date: Comments: J NEW i EXISTING CONSTRUCTION TO REMAIN AS IS I i I i 40 YR. DIMENSIONAL ASPHALT SHINGLES TO MATCH HOUSE OVER 301b. BUILDING PAPER AND 3/4" CDX PLY SHEATHING. EXISTING PARAPIT (LOW ROOF HT. I"x6"AZEK BEHIND). - FASCIA 5/4"x6"AZEK CORNER BOARD. PAINTED CLEAR CEDAR CLAPBOARD EXPOSURE TO MATCH EXISTING. L I cj=�--� L�j L�j Ll Ll 5/4"x 4"AZEK WINDOW AND DOOR CASING. FI N.FLR. WATER TABLE PAVON E - � APTHE �.S\��T°BRCti� S O U T H E L E V A T 1 O N 2 12/30/2013 _ RS ,TlNri tSlD E7d7 THE T I`.A OF A LICENSED r.�� .r 2 SCALE: I/4"—I'-0" A2 :vl,'=- ,.TJOAD_TERA?-,,� rs° " ` * IRWEATHER DESIGN ASSOCIATES, INC. ,IS DRAWIFs 9 IAD Dm.a.F iDZlrD W/ ROBERT I . BROWN ARCHITECT, P.C. "J.:y i � 341 Q� • — - _ y 205 BAY AVENUE W.Y. - GREENP--ORT, N.Y:�-1=194_4-===- - - - _ - - _ 631 477 9752' Fax;6.3'f-477-0973 - - - —i=ce-_ :.�r=�:.•.}._,. - - - - _�=��--- -- - �_�-T - - - _ —. 5:Y`—`"t'• �i-`ice v:^aC.`.—�.�_-"f _ — 10 1 1 12 13 14 15 1 17 ISSUES/ REVISIONS Co p � s6'3Q 1,1// 14'-G 1/2" 14'-7 1/2" wpm► 2'-G" 1 7-3 1/4" 7-3 114" 1 4'-4" 7-3 3/4" 7-3 3/4" �Q! Q /r EXISTING IP9 �/ 9/v✓� --- - - STORY �• � �/e Z ;' FRAME `� GARAGE _9 UO / \ 14 Q Off \ % m — - - — - - - — m I J 84' _ _ _� NW NE / \ / I 'I''� PM4 LINE OF 50FFIT� 1 G' I GI_1 11 d I 1 G'-2 1/2" A \ O EXISTING TO \ i '� W BE REMOVED I O - - - LINES. �O j `� / EXISTING I j� O o 5 I o, = �► o`� �� AND 2 STORY ryry. /i w 4'-011 I ( o ( FAMILY ROOM j j�nM �� / �//i FRAME HOUSE u COUNTRY CHERRY FLOORIrJG �4 NEW 5INGLEi/ KITCHEN w - - - - 9'-O"CEILING HT. j' STORY ADDITION. Q �1 N/O/F / a — IL r. Q DURELL H. GODF`REY / / �" / i w (T u_ r'' w U 30 \ Gi /; o 44 O '0 U ri, �/ w a w IV/0. �� %/ ,��� F I G ►.fpr M/C/ MUD ROOM - - N ^I BASED ON SURVEY � ��F zq��J % -�- -�—- — ---- SITUATE AT ORIENT � e Bow \ l Z ( RANDOM WIDTH COUNTRY CHERRY TCLn 3'-G" GLEN GERY N°, r-• TOWN OF SOUTHOLD �2/ 2/<<F O \ FLOORING FINISHED WITH 4 CTS. 1 776 DANISH N + .._ � �' \ �� �-- , TUNG OIL. BLEND ON SUFFOLK COUNTY, NEW YORK �' CO U m SLAB STEP. N b S.C. TAX NO. 1000-25-01 -1 1 \ o > CATHEDRAL CIELING WITH METAL J --- - (D EXISTING LOT COVERAGE ►u ( p COLLAR TIES 4'-0"O.C. 'n O SEPTEMBER 16, 2004 \� /2S i ti z �- �/ C RAMIC ILE GARAGE: 497.8 (n IN THIN SET. AREA = 12,5G9.20 5Q.FT./ 0.289 AC. >' Z /i HOUSE: 2453.5 O Q HALLWAY CHRISTOPHER PAVONE \ CD °, VESTABULE 1®1 ©2013 TOTAL: 295 1 .3 5Q.FT. 23.5% U m 7'-G"CEILING HT. SIDE ENTRY �� ALL RIGHTS RESERVED AND MADELINE McINI`OSH \ -- o sq i PROPOSED LOT COVERAGE J N r� THESE PLANS ARE AN INSTRUMENT OF �4 SERVICE AND ARE THE PROPERTY OF 5 .T E P LA N (31g2 GARAGE: 497.8 � OUTDOOP,/ \ 1�� THE ARCHITECT. IPJFR.INGEMENT5 WILL /� HOUSE: 2445.2 ,HOW 711SQ, PEKMACA5T Apt BE PROSECUTED, SCALE: I "=20'-0" ✓FJ TOTAL: 2943.0 SQ.FT. 23.4% (f) o 4 0 ,1 � COLUMN BY HB#G. R�/ PArJTP,Y/ LAUND Y Lu / Auk -- Q NEW BILCO DOOR C� �I — >— Q IIID -71 4'-III Lu UJ . i— z i O = +tu u- , - — I 11 I 11 2_G - 14-G 1/2" 4-4 _ 14'-7 1/2 EX15TING DINING ROOM -' +� w A3 - -- --- - z C� /� n - -- rn - m u' BRICK PAVING Ib1 O z p � J Q � — r _ - -T 7 T- / 0 sc pwi / / / / l i 1 _ - - - - - - - - - - -- — � w } L V - I .I d� N OJ � N ' 1�4 — I, ii II II i h1 CLIENT/OWN ER 4 4 TUB !� /I -- —�'7 ' _ — -- J / �l L -\J L � �n Poo 112 FILLED - !�1 I � STEEL COL. i I � PAS ONE MdNITOSN I J / n 4TH. CON, SLAB r RfJIDENCE I U REINFORCED WITH U / all° W.W.ME5H OVER6 ° �� VILLAGE I_A,NE �9 MIL. POLLY VAPOR w g `, , ORIENT, NEW YORK va BARRIER. _ va 411 4" w �f I, pmI 21-011X21-0'X I'-O"D \ _ _ _ - - - Poo w - /��/��/ U ------ - -- - CONC. FOOTING, \ PROJECT TITLE -— 1 F- Lf) - ;T�— RENOVATIONS Ono -- L -- L /, N � AND ADDITION o I - �f DRAWING TITLE PEI EX15TING DUTCH fur WALL 31_711 � ,�; SITE_ PLAN AND FOUNDATION PLAN EXISTING STONE FOUNDATION r / ' / ,�/i / /77-7/7 4�1 EXISTING DUTCH WALL \ T,oi -- --_- s� r CL r OW Pf niDATE� L� 3 SCALE LAW FORA[t'a E A5 NOTED UNDER PIPJ ---- z EXISTING BILCO DOOR C.°'7:ECTIO',t L' - '-t. " = ► ISSUE E- FOUNDATION `-< AS NECESSARY. n��,+. -. t=,� b SEPT. 1 1, 2013 EXISTINiG BASEMENT 5-< % / / _ - - G O U N D E LOOK ---- - ;,/ req DRAWING NO. NEW KA7 SLAB -— - r- - - - - - - --- - - -— - � SCALE; I/4"=P-0" �i �,�0 ARCS{/T� G� A 11100 G'-5 112" 4'-O" 10 r M�f G li REF. NO. C.JI l_TI1.1/, fl1 ITrV IA'AI 1 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS aw �A APPROVED AS NOTED qadv DATE:` B.P.#�- 2)(—�� �I FEE. r/ K NOTIFY BUILDIN- DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE P" FOLLOWING INSPECTIONS: M 1. FOUNDATION - TWO REQUIRED d FOR POURED CONCRETE 2. ROUGH - FRAMI vG & PLUMBING 3. INSULATION • 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. �I ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR �I J DESIGN OR CONSTRUCTION ERRORS. p" OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF -OCCUPANCY - 1. 0 L Y l H L CODES OF incl EX15TING LOT COVERAGE G I :`,,?^t �'�'r j ALpm NEVL Y1?r-K ST "I & TOWN CODES S63o GARAGE: 497.8 AS REQUIRED AN'l CONDITIONS OF N/ HOUSE: 2453.5 32�O'C� q�14 0/F TOTAL: 295 I .3 SQ.FT. 23.5% � �Z0 SOUT�0!D TO'jti'N ZEA Nr SVS/4 k 4��M"qn/ PROPOSED LOT COVERAGE SJ - w� 2°4 4N" ��i ' IAI �..�.� �^ _. v,. .... TEES /1.�9 GARAGE: 497.8 „� v n� O a EXISTING I '�� N✓�? HOUSE: 2445.2 NYc nrn w POO STORY \ �/M�O < c� - t� O O co GARAGE a TOTAL: 2943.0 5Q.FT. 23.4% O� O ryp. �w� 204 EXISTING GRAVEL o \ PLUMBER CERTIFICATION PER N v wcp / DRIVEWAY \ ON LEAD CONTENT BEFORE pm DRAINAGE CALCULATIONS J � PROX. LOCATION OF a4, CERTIFICATE OF OCCUPANCY 5E SYSTEM. NEW 6 DIA ZONE 1 : 3 12.4 5F X 0. 17 = 53. 1 CF SOLDER USED IN WATER �7 'G"D. DRYWELL. PROVIDE (1) G' DIA. X 3'G" DRYWELL (78.2 CF) SUPPLY SYSTEM CANNOT 5EPT, 1 1, 2013 W E / 46,9„ !/� EXCEED 2110 OF it LEAD. • 5W SE EXISTING ZONE 2: GOG.G 5F X 0. 17 = 103. 1 CF BE REMOVED PROVIDE (1) 8' DIA. X 3'G" DRYWELL (147.8 CF) - - - LINES. _� > 263' pmq (02013 ALL RIGHTS RESERVED PLUMBING "�`.'� letX11 ) NEW 8' DIA X EXISTING I 3 O� ALL PLUMBING WASTE THESE PLANS ARE AN INSTRUMENT OF ory� 3'G"D DRYWELL. AND 2 STORY Nti i &V,,'ATER LINES NEED ) SERVICE AND ARE THE PROPERTY OF �cI,CO FRAME HOUSE % ° / TEST{.JG BEFORE COVERING THE ARCHITECT, INFRINGEMENTS WILL NEW SINGLE IVBE PROSECUTED. pm STORY ADDITION. ti S.g DO NOT PROCEED WITH �" N/O/H.H. GODFREY DURELL o sz,� °; FRA',111^tiG UNTIL SURVEY / / OF FOUNDATION LOCATION HAS Gccirl APPROVED. w RETAIN STORM WATER RUNOFF 0w co PURSUANT TO CHAPTER 236 3 OF THE TOWN CODE. BASED ON SURVEY 1//0 AF \ BY JOSEPH A. INGEGNO, LAND 5 VEYOR �q, -/ F� ' SITUATE AT ORIENT ��(' e / / rpmq TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK /<<�'P \ / ow 4o S.C. TAX NO. 1000-25-01-1 I SEPTEMBER I G, 2004 /2,'g Rr� AREA = 12,5G9.20 5Q.7./ 0.289 AC. CLIENT/OWNER CHRISTOPHER PAVONE ~ AND MADELINE Mr-INT0511 5 1 T E FLAN SrgT rs,��P���T � pm PAVONE / MCINTOSH SCALE: I"=20'-O" 41 PAVONE I� RESIDENCE VILLAGE LANE PAO rpm ORIENT, NEW YORK pLq PROJECT TITLE RENOVATIONS C r AND ADDITION W P. !r DRAWING TITLE moll SITE PLAN oet1 13 T Mal PRINT DATE SCALE JAN.09, 2014 AS NOTED Im1 Omsk ISSUE SEPT.pwi 1 1, 2013 r— rl®I DRAWING NO. pmq `;i'a`".T,1-08 A',TER A'NY C''l THIS p!--,AWlNG IN F.:y,,t,,s A'i'r';,�THORIZED �iy. Jk A...L "1,•"r PsPF .«—i tf�'1 hCCOR SANVE REF. NO. r�. 131 1 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/ REVISIONS ,I w 1` ckv BB � �.. 2'-G" 14'-G J12" 14'-7 1/2" A3 1 14'-G 1/2" 4'-4" 14'-7 112" 2'-G" � 7'-3 114" 7'-3 11411 � 4'-4" � 7'-3 314" 7-3 3/4" � M 9 ABOVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I IrFI - - L - - - - - - - - - - -, N a — J ® L _ m v — — I I 2 m �r 5 LINE OF SOFFIT) — — � O I I I I I A � A3 O 1 G'-in I I G'-2 112" I _ _ W I I A3 1 I I KITCHEN CABINETRY AND • COUNTER TOPS TO BE I z 1 — — — — + + — — - SUPPLIED BY OWNER. - - — L - - L — L I I I m I I FAMILY ROOM STEEL COL. _ - 4-O I ttz O I I COUNTRY CHERRY FLOORING O KITCHEN I O O z I 1 9'-0"CEILING HT, tu 4"TH. CON, SLAB REINFORCED WITH O O o ;cI IL I■ I - W.W.MESH OVER 6 (D ZD MIL. POLLY VAPOR I O N D O I © w I O -� BARRIER. U 4.. 4.. N - - 30 - - - G—A — O OI Ip O w l — - - a 3 I 3f-G" - - I 1 CONC. FOOTI N0G L. — _ J w 5 I I m Lu 5 = � 7 1 RANDOM WIDTH COUNTRY CHERRY CLOSET® GLEN GEKY Pam ply OFLOORING FINISHED WITH 4 CT5, — — — 177G DANISHCq TUNG OIL. BLEND ON N O U uj 6 B SLAB STEP, a CATHEDRAL CIELING WITH METAL C\i fu a/ COLLAR TIES 4-0O,C. C RAMIC fl LE iD Z ~ CEILING TO BE PAINTED I"x4" I I THI 5 O SEPT,I 1, 2013 EXISTING DUTCH 3 WALL 3'-7" Z I HALLWAY - — - - - PRE-PRIMED WAINSCOTTING. >% �0 • 0 (� � VE5TAB U LE m` U W U I 7'-G"CEILING T. 51DE ENTRY - - - - � � - - - - - - - - - � NEW FLOOR LEVEL TO Q O rj ©2013 ALIGN WITH EXISTING. -- ALL RIGHTS RESERVED EXISTING STONEFOUNDATION I N - - -� EXISTING DUTCH WALL i L — J „ THESE PLANS ARE AN INSTRUMENT OF _ 7 S0. PERMACAST SERVICE AND ARE THE PROPERTY OF O 4'-0" 12" COLUMN BY H[3*G, THE ARCHITECT. INFRINGEMENTS WILL UNDER PIN I I I I PANTRY/ LAUND Y O m TD R AA BE PROSECUTED. O w 5HOWER 1� z EXISTING 1 1BILCO DOORS I V► Q NEW BIL O DOOR A N FOUNDATION I Z Z AS NECESSARY. I I I ( I- �( fj 41_1 EX15TING BASEMENT I ` — — J I � 2 o NEW RAT SLAB I _ — — - - _ z zw • --——— — J N EXISTING DINING ROOM = w O A3 rn to � w • m c� -; o BRICK PAVING IN 5AND = z p G'-O" G'-5 1/2" 4'-0" J Q °L — • U � 8 o � u- � � z z o� o0 EXISTING DUTCH WALL �P��`L EXISTING TO ` REMAIN, EXISTING STONE FOUNDATION TUB ® ® CLIENT/OWNER t� PAVONE / McINT05H RESIDENCE Egolu VILLAGE LANE 0 0 ORIENT, NEW YORK (o Z) w tug U a O w iY +L PROJECT TITLE in O ozo N — r RENOVATIONS r AND ADDITION rr� DRAWING TITLE INDICATES NEW WALLS FOUNDATION GROUND FLOOR ;wp% 113 00 PRINT DATE SCALE JAN.0% 2014 AS NOTED FOUNDATION GROUND BOOK 2 ISSUE SCALE: 1/4"=1'-O" I SCALE: 1/4"=1'-0" A r� SEPT. I I, 2013 I®1 DRAWING N0. ar D A 94+7;S/y ryNM7l—t_A`t'IR A71Y{MI O,sr=�`s'pi�E •��l= � 1 BFB,•,� , C`� UNLESS ACTING UN-rlI:rl THE {v O� `���� � ✓�' 1A N�ss i rr- /� 9 �1 � �' p n a 1'° ?` 6+Tt0:'','09-h LIC S.IS i] C 'Al A� n,>CHMECT,TO ALTER ANY 1771 ON Tt-11 li?7AWING IN OFVi'' .' '1`: Ct:;C`r;�DANC1+ r REF. NO. 10 I I 12 13 14 15 I G 17 ISSUES/REVISIONS EXISTING NEW K TO REMAIN A5 15 00CONISTRUCTION I~ M • J EPDM RUBBER ROOFING 40 YR, DIMEN51ONAL ASPHALT ADHERED TO 3/4"A.C. SHINGLES TO MATCH HOUSE OVER 12 PLYWOOD, 301b. BUILDING PAPER AND 3/4"CDX Ll Ll EXISTING PARAPIT PLY SHEATHING. (LOW ROOF HT, GABLE VENT -� BEHIND). \ WITH 5CUEN. I NG"AZEK FASCIA WITH SPRUNG CROWN. PROVIDE SOFFIT Im VENT BEHIND FREIZE 10 BOARD, ;� A 5/4"xG"AZEK lao CORNER BOARD. r OUT DOOR 41 PAINTED CLEAR WQ SHOWER CEDAR CLAPBOARD 1 G 5/4"x 4"AZEK WINDOW EXPOSURE TO MATCH TING. AND DOOR CASING, EXISTING. SEPT. 1 1, 2013 • IN AZEK WATERTABLE TO 7 5Q. PERMACAST MATCH EXISTING. ALL RIGHTS ORESERVED COLUMN, BRICK 5iTEP5 AND PORCH ON CONIC. SLAB, i THE5E PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE PROPERTY OF I�1 THE ARCHITECT, INFRINGEMENTS WILL NORTH ELEVATION BE PROSECUTED. SCALE: 11411=1'-O" • NEW EXISTING CONSTRUCTION TO REMAIN A5 15 r� Poo M�1 M� CLIENT/OWNER LLI PAVONE / McINTO511 KE5IDENCE j VILLAGE LANE Ei pq ORIENT, NEW YORK 40 YR. DIMENSIONAL ASPHALT 5HINGLE5 TO MATCH HOUSE OVER 301b, BUILDING PAPER AND 3/4"CDX POO PLY SHEATHING. EXISTING PARAPIT %,*.% (LOW ROOF HT. PROJECT TITLE BEHIND), I"xG"AZEK •• FASCIA RENOVATIONS C 5/4"xG"AZEK AND ADDITION CORNER BOARD. t rl" PAINTED CLEAR CEDAR CLAPBOARD ffE ll!� EXPOSURE TO MATCH DRAWING TITLE EXISTING. Ll 'p;"w% ---L L====JL�i�J Ll 4 ELEVATIONS L I Ll (514'x 4"AZEK WINDOW AND DOOR CASING. WATER TiABLE M� PRINT DATE SCALE WIN;aJAN.09, 2014 1/4"=1'-0" I m ISSUE NO SEPT.1 1. 2013 hI S O U T H E LEVATIO N pm DRAWING NO. 5CALE: 114"=P-0" A 2 a.. .. ��RFD ARctii I1 1.ef.� rr s.s a"1 e';�� � fir..- a•¢—� / Q' S a - Y� � �5 . , . . e A. Ik � _ ��� �l{ A rrw REF. NO. I 2 3 4 5 6 7 8 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS 1A Vv `I K p" M EXISTING STRUCTURE. c RIDGE VENT pool Pop 12 40 YR. DIMENSIONAL ASPHALT G 1/2 Al 12 7 SHINGLES TO MATCH HOUSE OVER 301b. BUILDING PAPER AND 3/4"CDX PLY SHEATHING. C poll p"o METAL COLLAR TIES @4'-0"O.C. 1/2'GYP.BD. TAPED SPACKLED AND PAINTED. I"xG"AZEK— FASCIA 5/4"xG"AZEK � �EX5TIN0 MATCH I I CORNER BOARD. 2"xG"STUDS @I G"O.C. WI H O . Ll Ll Ll 2FAMILY ROOM O BOOK PAINTED CLEAR 30# BUILDING CDX PLY TPA ER AND ED I�G� GASES °- O 0 �O �O CEDAR CLAPBOARD C) RA DOM WIDTH EXPOSURE TO MATCH R-1 9 KRAFT FACED � COUNTRY CHER WINDOW ®I 5/4'x 4' AZEK WINDOW INSUiATION. FL ORING FINISHED SE T. EXISTING. AND DOOR CA51NG. WI115 TH OVER S. TU LB A FIN.FLR. FLC OR. A 1'S<AZEK WATERTABLE TO77 MimhuMMIM MATCH EXISTING. v BEAM BEAM I 1-7/8"TJI FLOOR JOISTS @ I G"O.C. J 2"x G" CCA PLATE ANCHORED R-30 ENCAPSULATED INSTULATION, pA WITH 18"BiOLT5 (2 PER SILL MIN) OVER ALUMINUM W EST E L E V A T I O N I TERMITE BARRIER AND SEPT. I I, 2013 87H. POURED CONCRETE SILL SEALER, FOUNDATION WALLS SCALE: 114"=I -O A3 STEEL COLD STEEL COL. WATER PROOFED "= WITH 'BLACK MAGIC" rpw 02013 AND GMIL. ►� ALL RIGHTS RESERVED 4"Th. CON. SLAB INFORCED WITH W.W,MESH POLYETHALENE (TYP). OVER G MIL. POLLY APOR BARRIER. THESE PLANS ARE AN INSTRUMENT OF — — — — — — SERVICE AND — — — — — — — — — — — — — — — — — — — — — — ARE THE PROPERTY OF — — — — — — — — — — — — — — — — — — — — — — — — — — - -—— THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. ,A SECTION AA �t SCALE: 1/4"=I'-0" • d C r� L low POO CLIENT/OWNER 0004Oakr PAVONE / MGINTOSH RESIDENCE �RIDGE VENT VILLAGE LANE ORIENT, NEW YORK G• \ \ 12 CLOSED CELL BLOWN PROJECT TITLE IN FOAMI INSULATION \\ r (FLAT ROOF ONLY), 2"x 10"@ 1 G"O.C. �r RENOVATIONSow C f6\\ 2"x8"@ 1 G"O.C. •� AND ADDITION 1 n rpmq 2"xG"STUDS @ I G"O.C. WITH MUD ROOM FAMILY ROOM 2"CDX PLY RATED SHEATHING, DRAWING TITLE ALL AY 30#BUILDING PAPER ANDLL pop <n R-1 9 KRAFT FACED Ll Wdk j� INSULATION. vw ELEVATION AND SECTIONS ® -- d V 1 1-7/8"TJI FLOOR JOISTS @ I G"O.C. p� PRINT DATE SCALE B R-30 ENCAPSULATED °�° JAN.09, 2014 1/4"=P-O" I N 5TU LATI ON. poi 2"xG" CCA PLATE ANCHORED �' ISSUE 1®1 WITH 18"BOLTS (2 PER 51 LL 00 SEPT. 1 1, 2013 MIN) OVER ALUMINUM wo TERMITE DARRIER AND 8"TH. POURED CONCRETE r� DRAWING NO. SILL I.._ C T ( O N EALEIR. FOUNDATION WALLSwall F BB 11 WATER PROOFED s er, e a• - .•.� 4 TH. CON. SLAB IT SCALE: I/4"=I'-0" ANDWITHGM�CK MAGIC",f �_. r_ �,.., AF? REINFORCED WITH �I ;• t. ::_ :.:<, �P W.W,MESH OVER POLYETHALENEg" `a ISI MIL. POLLY VAPOR Com')..._C 1~i: BARRIER. 1-[•.—P n 6•-iP' kr'i>.• ° :^1. F} i.- .'p 1 t _moi ° ° e ° poll P _..,.,r•t^ REF. NO. l 2 3 4 S 6 7 10 II IZ 13 14 15 1 6 17 RESIDENTIAL GENERAL NOTES FINISHES NAILING SCHEDULE UES/ REVISIONS RIDGE 1 . CERAMIC TILE FLOOR SHALL BE SELECTED BY (PER AF r�PA AMERICAN WOOD COUNCIL WFCM FOR )tA MISC. GENERAL NOTES OWNERS AND INSTALLED WITH THIN SET ADHESIVE. ONE AND TWO FAMILY DWELLINGS 1995 513C HIGH WIND EDITION) 1Aw ` 1. THI5 PROJECT 15 CONSTRUCTION OF AN ADDITION TO AN EXISTING FAMILY RESIDENCE, CLA551FIED 2. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING RIDGE TEN51ON STRAP 04 AS R-3. BENJAMIN MOORS OR APPROVED EQUAL APPLIED IN ROOF FRAMING �1 2. THE HIEGHT OF THIS BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE IS XX'-XX". RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER tr ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 3. THE TYPE OF CONSTRUCTION IS TYPE V(B). CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST 4, ALL WORK SHALL CONFORM TO THE REQUIREMENT5 OF THE 2010 RESIDENTIAL CODE OF N.Y.S. AND AND RECOMMENDATIONS. COLOR TO BE SELECTED. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP THE AF t PA WWOD FRAME CONSTRUCTION MANUAL 1995 SBC HIGH WIND EDITION, 3. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP ; ~ RIDGE STRAP (EACH END) 2 PER TIE 5. DESIGN LOAD CALCULATION ARE BASED ON: CLEANED AND REPAINTED. NEW WALLS AND CEILINGS BLOCKING TO RAFTER(TOE-NAILED) 2-861 EACH END r..- LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. SHALL BE SEALED AND PAINTED. PAINTING SHALL BE TWO RIM BOARD 70 RAFTER(END-NAILED) 2-16d EACH END RIDGE RD DEAD LOAD: CALCULATED AS PER R301 .3 AS PER RCNIY5. SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. 8301,2(5) RCNYS. (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, WALL FRAMING SEISMIC DESIGN CATAGORY"C", FOR 120 MPH 3 SECOND GUST. COLOR TO BE SELECTED TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOIST EA,51DE :OPED SEAT 4. INTERIOR TRIM SHALL BE SANDED SMOOTH PRIMED STUD TO STUD FACE-NAILED LOCATION LIVE DEAD DELECT LIMIT HEADER TO HEADER(FACE-NAILED) !6d i 6"O.C.ALOIJG EDGES JOIST HANGER. AND FINISHED WITH TWO (2) COATS BENJAMIN MOORS ' PER WFCM 5BC TABLE 2.4 I ST,FL, 40 LB, 12 11360 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 6d,34-I Gd,4-1 6d PER 2x4, 2x6, 2x8 RESPECTIVELY WOOD BEAM PROVIDING 6 EA, 8D COMMON NAILS 2ND.FL. (SLEEP AREA) 30 LB. 12 11360 LATEX ACRYLIC SEMI-GLOSS PAINT . BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RIDGE ATTIC(NON STORAGE) 20 LB. 10 11360 END J015T OR BLOCKING(FACE-NAILED) 2-1 6d PER FOOT IN EACH END OF 1-1/4"20 GAGE STRAPS J ROOF 20 LB, 15 11360 HVAC FOR 120 MPH FASTEST WIND SPEED. ~ FLOOR FRAMING G. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, VIEW I , PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T CROSS SECTION END VIEW !� EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END CONNECTION WITH THE WORK. HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-16d EACH BLOCK THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITfY OF FITNESS FOR A SPECIFIC USE EXPRESSED AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 6d EACH JOIST OR IMPLIED IN THE USE OF THESE PLANS, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE J015T ON LEDGE TO BEAM (TOE-NAILED) 3-861 PER JOIST I 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE -rO WORK, BAND J015T TO JOIST(END-NAILED) 3-16d PER J015T � DRAWINGS. FOLLOW DIMENSIONS ONLY. BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2-1 6d PER FOOT 8, CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR ROOF SHEATHING ti DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIMICATION5, CONDITIONS, OR EXCEPTIONS AS PLUMBING 5TRUCURAL PANELS Sd (TABLE 3.8) Ip NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO DIAGONAL BOARD SHEATHING COMPLETE THE WORK. 1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, 1"xG"OR I N511 2-8d PER SUPPORT o 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL I x 10 OR WIDER 3-861 PER SUPPORT ° AND SPECIFICATIONS. NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS CEILING SHEATHING 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF SPECIFIED HEREIN, OR REASONABLY IMPLIED AS GYPSUM WALLBOARD 5d coole:m 7"EDGE/ 10" FIELD • OCCUPANCY, NECESSARY TO COMPLETE THE WORK. WALL SHEATHING 5TRUCURAL PANEL 8D (TABLE 3.9) 2. NECESSARY TO COMPLETE THE WORK. CONFORM FIBERBOARD PANELS �r DEMOLITION TO THE NEW YORK STATE ENVIRONMENTAL CNSERVATION 7/16" GD 3TDGE/ 6" FIELD LAW WITH REGARDS TO WATER SAVING AND 25/32" 81) 3"1/ 6" FIELD d' IAe�) I . CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING IROOF AS NECESSARY, ANS REMOVE GYPSUM WALLBOARD 5d cooleir5 7"EDGE/ 10"FIELD DEBRIS, CONSEVATION. ALL FIXTURES SHALL BE ON THE HARDBOARD 5 c (TABLE 3.9) 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR PARTICALBOARD PANELS Sd r INSTALLATION OF NEWYORK. APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING (TABLE 3.9) 3. ALL NEW YORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK A5 CLOSELY AS POSSIBLE UNLESS FIXTURES" AS PUBLISHED BY THE NEW YORK STATE DIAGONAL BOARD SHEATHING OTHERWISE NOTED. 1"x6" OR I"x8" 2-8d PER SUPPORT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 1"x 10" OR WIDER 3-8d PER SUPPORT PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x 4. EX15ITNG STRUCTURE AND INTERIORS TO REMAIN 5SHALL BE PROTECTED AS NECESSARY DURING 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION DEMOLITION AND CONSTRUCTION, 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE FLOOR SHEATHING A7 RAFTER WALL CONNECTION (TABLE 3.3B)WFCM-1995 5. CONTRACTOR SHALL PROTECT EXISTING 5ERVICE5'T0 REMAIN AND SHALL NOTIFY ALL UTILITIES AND PERFORMED BY OR UNDER THE SUPERVISION OF A 5TRUCURAL PANELS3 FOR 120 MPH FASTEST WIND SPEED. SEPT.1 1. 2013 TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT PROPERLY LICENSED MASTER PLUMBER. UPON 1"OR LE55 8d 6"EDGE/ 12"FIELD o • AS NECESSARY. GREATER THAN I" I Od 6"EDGE/ 6"FIELD ~ COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER DIAGONAL BOARD SHEATHING CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. I"x6"08 1 N811 2-8d PER SUPPORT FOUNDATIONS I"x I O"OR WIDER3-8d PER SUPPORT ALL RIGHTS°RESERVED 1 . ASSUMED SOIL BEARING CAPACITY, 1 ,500 Ib./Sci>Ft. q . THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, CERTIFICATIONS, LICENSES AND THESE PLANS ARE AN INSTRUMENT OF 2. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 p51. -28 DAY TEST. INSPECTIONS ASS REQUIRED BY LOCAL, STATE, AND SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 3. ALL FOOTINGS TO REST ON 12" BIELOW VIRGIN, UNDISTURBED FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE I AABE PROSECUTED. SOIL. JURISDICTION. FLooR GENERAL CONSTRUCTION JOIST I. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY TO ELECTRICAL IN 1 FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR • 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH !EXISTING. D COMPLETE INSTALLATION OF ALL NEW / 3, INTERIOR TRIM SHALL MATCH EXISTING. PROPER AN 4. FRAMING ELEMENTS: ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, V �, A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY OR BETTER. I� B. ALL SHEATHING TO BE APA RATED, EXPOSURE I, THICKNESS AS INDICATED. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x20 GAGE STRAP @ROOF TO WALL, WALL TO WALL, AND C. ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNES. D. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0"AND OVER SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN, OF(2)2"x8"OR AS SHOWN ON DRAWING, E UIPMENT, CONNECTIONS TO APPLIANCES, Q FOR 1 20 MPH FASTEST WIND SPEED. v E. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y,5, CODE GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND oPMI E OR AS NOTED @ 8'-0"O.C. MIN.. PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF, F. DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.)ORAS NOTED ON DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ; M� DRAWINGS. ON THE APPLICABLE DRAWINGS AND AS NORMALLY i G. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWING, H. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING CONNECTORS BY"SIMPSON"OR APPROVED EQUAL, CONNECTIONS TO PREVIOUSLY INSTALLED 0^90" CLIENT OWNER I. NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2"x6"STUDS y SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE, ALL E(TEiRIOR NAILS SHALL BE GALVANIZED. TRANSFORMERS AND ELECTRICAL DISTRIBUTION J. PLYWOOD SHEATHING TO BE NAILED Sd NAILS @ 4"O.C. EXTERIOR EDGES AND 6d NAILS @ 12" SYSTEMS. FLOOR O.C. INTERMEDIATE, ►. K. ALL INTERIOR AND EXTERIOR FINISHES TO BE SELIECTED BY OWNER, 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS JOIST L. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANEOF THE 2010 ELECTRICAL CODE OF NEW YORK STATE, Oak �, TYPE CONNECTORS BY"SIMPSON"OR APPROVED EQUAL., FOR TIMBER PILE FOUNDATIONS, PROVIDE FSI HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. THE NATIONAL ELECTRICAL CODE, NEPA NO, 70- 1984 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. (NEC), LOCAL UTILITY STANDARDS, OCCUPATIONAL ° ` ml PAVONE / McINTOSH D G. PROVIDE 7/1 6 TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS, PANELS TO BE ,. a �1 OF NEW YORK STATE. ELECTRICAL MANUFACTURERS' ASSOCIATION (NEMA)LABELED FOR EACH OPENING, PROVIDE FASTENERS IN ACCORDANCE WITH TABLE I GO9.1.4 BLDG. CODE SAFETY AND HEALTH CAT (OSHA), THE NATIONAL RESIDENCE AND ° 7. LOAD PATHS ARF INDICATED BY SECTION DRAWINGS, VILLAGE LANE 8, CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/t PA WCFM-I095.(SEE NAILINGF ANY OTHER APPLICABLE CODES. IN THE EVENT OF SCHEDULE) CONFLICT, THE MORE STRINGENT REQUIREMENTS WILLORIENT, NEW YORK 9. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL.BE EPDM OR APPROVED RUBBERIZED MEMBRANE. APPLY. 10. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL ° 1 1. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE USED A7 INTERSECTION OF ROOF AND BEAR THE UNDERWRITERS LABORATORIES, INC. LABEL o o CHIMNEY, AND ROOF AND WALLS. AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH UPLIFT CONNECTIONS PROJECT TITLE 12. 12. INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE 2-1/2 Ib. DENSITY FIBER-GLA55 BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED THEY WILL BE INSTALLED. FIBROUS GLA55 INSULATION. NAAMM STANDARD SI, 1 b-70. 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE 13, NEW INTERIOR DOORS SHALL MATCH EXISTING. C O N N E C T 1 O N S D E T A I L RENOVATIONS 14. NEW HARDWARE SHALL MATCH EXISTING. PERFORMED BY OR UNDER THE SUPERVISION OF A f 15. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO A5TM C36, AND SHALL BE PROPERLY LICENSED MASTER ELECTRICIAN. 0* AND ADDITION "5HEETROCK SW"BY U.5, GYPSUM CO. OR APPROVED EQUAL, GYPSUM WALLBOARD THICKNESS SHALL BE 1/2" SCALE: I/2"=I'O"5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY rwllM 16. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED AND 5PACKLED THREE (3) COATS. ALL EXTERIOR FOR ALL PERMITS, LICENSES AND INSPECTIONS AS CORNERS SHALL HAVE METAL CORNER BEADS. REQUIRED BY THE LOCAL, STATE, AND FEDERAL DRAWING TITLE AUTHORITIES, AND ANY OTHER APPLICABLE IT 1' , � JURISDICTION. lie, �C;n P r'-7. s U%D[vq T I`IE ELEVATION G. CARBON MONOXIDE DETECTORS IN CONFORMANCE 1/2"SPACING 1 6m, saT€ -;: z: e`.11C€ ALLOWS HOLDDOWN /V-Clrt°-F,7,T:TO,�._ �:�P.R °, AND SECTIONS WITH APPLICABLE CODES SHALL BE CONNECTED TO THE INSTALLATION -�� I; I. 0r.'T1e;� =-;T.°,Ao€!� Irl CLIMATIC AND GEOGRAPHIC CRITERIA LIGHTING CIRCUITS WITH NO INTERVENING WALL SWITCH. GROUND SNOW LOAD 20 PSF (PER FIG, 8301.2 (5) RCNYS) LINE CORD-CONNECTED DIRECT PLUG-IN AND BATTERY s WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNYS) __--CORNER 5TUl� POWERED ALARMS ARE NOT ACCEPTABLE, ALARMS ENDWALL CONNECTEDc` TRANSFER 5HEAkF-I T;-!F: r r`,', PRINT DATE SCALE SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2) RCNYS) SHALL BE INSTALLED ON EACH LEVEL ON WHICH rte` JAN.09, 2014 1/4"=1'-0" WINTER DESIGN TEMP 11°F (PER TABLE N I 1 O 1,2) ° FLOOD ZONE ( N/A ) (PER FEMA MAP) SLEEPING QUARTERS ARE LOCATED. (2)1 6d COMMON pm FROST LINE DEPTH 36" 7. SMOKE DETECTORS IN CONFORMANCE WITH THE Q ;� NAILS@G"O.c. A ISSUE SEPT. I I, 2013 WEATHERING PROBABILITY SEVERE (PER FIG. 8301.2(3)RCNYS) ELECTRICAL CODE OF NEW YORK STATE AND THE DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) / DRAWING NO. ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS) RESIDENTIAL CODE OF NEW YORK STATE, THE NEPA �' �v �/ SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNYS) NATIONAL FI RE ALARM CODE NO. 72- 1993 SHALL BE �o� , --�,,� ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS) 60 PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA IN \s�E��Q a 1. ATTICS WITHOUT STORAGE 10 P510-0 STAIRS 40 P51 (PER TABLE 301.5 RCNY5) EACH SPLEEPING AREA, AND ON EACH FLOOR LEVEL, c?� CORNER �`f ,G, , Q` '�' �1 1 _ n _ HOLD DOWN A AS NEEDED 1/2"=P-0" 'r -1 ( AQ r� REF. NO. 131 i 10 I I 12 13 14 15 1 6 17 ISSUES/ REVISIONS 23 .8' Got I` PROP05ED DEMOLITION OE K P" EXISTING 5UB-5TANDARD UZI CON5TRUCTI ON . EXISTING PROCH. C) ENCLOSED DECK STRUCTURE AND N FOOTINGS TO BE REMOVED. _ V J WOOD DECK STRUCTURE AND REMOVE F-XX15TING FOOTINGS TO BE REMOVED. DECK STRUCTURE • CELLAR ENTRANCE M�®I /M+ PAO DOO HT.-6'2" V TO BE REMOVED. u 1 I I SHADES WALLS, ROOFS, FLOORS * FOUNDATIONS TO BE DEMOLISHED. poll \ / ENCLOSED EXISTING FAMILY � STRUCTURE AND ROOM, pcq \ / FOOTINGS TO BE REMOVED. EXI STING \ / 1� TO REMAIN. j EXISTING CRAWL SPACE TO BE EXISTING KITCHEN, SEPT. I 1, 2013 DEMOLISHED. • DUTCH WALL rI © RE ip ALL RIGHTSS RESERVED THESE PLANS ARE AN INSTRUMENT OF �I SERVICE AND ARE THE PROPERTY OF let THE ARCHITECT. INFRINGEMENTS WILL EXISTING BASEMENT TO REMAIN. \ MM BE PROSECUTED. 2'-0" _ — — _ _ — — / \ �EXI5TING TO REMAIN A515. �A WOOD DECK AND STEP AND EX15TING DINING ROOM. WOOD DECK rn CV FOOTI NG5 TO BE REMOVED. • a m O � w EXISTING TO REMAIN A515, r r TUB ff ® EXISTING ROOM. t ow CLIENT/OWNER a n EXISTING TO REMAIN AS 15. No M EXISTING LIVING ROOM. PAVONE / McINTOSH D 0 ,z 0 ~ RESIDENCE Z) imVILLAGE LANE ORIENT, NEW YORK EXISTING ROOM. �1mq1 in O W civ EXISTING TO REMAIN A515, ' PROJECT TITLE • WOOD STOOP RENOVATIONS C w AND ADDITION 1 r.. I®1 0,0 DRAWING TITLE I� ROOF OVER WOOD PORCH DEMOLITION PLANS ® B TM 3 D E M 0 L I T 1 0 N P L A N 2 I" PRINT DATE SCALE JAN.09, 2014 AS NOTED SCALE: 1/4"=I'-0" D I h ISSUE Ip" SEPT. 1 1, 2013 EX15T1 NG DEMOLITION , DRAWING NO. f0 U N D A T 1 0 N I _ : Yr ; ,�� R��, _ Ur,t. �, H E �FtT I.gq ` r14 I SHADED AREA TO BE REMOVED SCALE: 1/4"=1'0" (� \\ =1n1C. j®I REF. NO. n� 131 1 2 3 4 6 7 8 9 10 12 13 14 15 IG 17 ISSUES/ REVISIONS �t �A c K P" M Ow • � NEW KITCHEN _ I � I I NEW FAMILY ROOM I • Ex Lu di NZ \ P] \ Z ' y 01 1 I 1 NZ \ zII co tam 0> c 0I a II 11 I �i a � �I � I I 1 ; I/ • \ �1 NEW MUD ROOMImp All t7 ( I \ rl®1 om 19 G 1 NOV.06, 2013 rM ©2013 ALL RIGHTS RESERVED THESE PIANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF _ THE ARCHITECT. INFRINGEMENTS WILL 13E PROSECUTED. A► I EXISTING 1 IA tr / TO BE / low / REWIRED. / ^t EXISTING J� • I 1 LUM I I • 3 _ EXISTING (( EXISTING Amom CLIENT/OWNER EX15TI N G 0 c PAVONE / McINT05H RE5IDENCE VILLAGE LANE MAO ORIENT, NEW YORK r EXISTING PROJECT TITLE • RENOVATIONS c w AND ADDITION rPON DRAWING TITLE Aft GROUND FLOOR WELECTRICAL PLANS •- V GKOUND I= LOOK rllk I■�M� PRINT DATE SCALE W JAN.09, 2014 1/411 " =1'-0 - ELECTRI CAL z ISSUE Arr NOV.OG, 2013 SCALE: 114"=1'-0" I (� rl� DRAWING NO. M� I. EB3 '6. ` 1��_ 1,. r� REF. NO.