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HomeMy WebLinkAbout43269-Z Town of Southold 7/24/2019 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40543 Date: 7/24/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 350 Macdonalds Rd, Laurel SCTM#: 473889 Sec/Block/Lot: 145.4-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/4/2018 pursuant to which Building Permit No. 43269 dated 12/4/2018 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 PER ZBA DECISION#7189, DATED 9-20-2018, DWELLING AS APPLIED FOR The certificate is issued to Friedman,Alex&Tannenbaum,Erica of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43269 07-18-2019 PLUMBERS CERTIFICATION DATED 07-23-2019 rdy Plumb' g kbI thSignature gU �, TOWN OF SOUTHOLD BUILDING DEPARTMENT w TOWN CLERK'S OFFICE oy • 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#: 43269 Date: 12/4/2018 Permission is hereby granted to: Friedman, Alex & Tannenbaum, Erica 9 Prospect Park W Apt 11 C Brooklyn, NY 11215 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, Trustees & DEC Non-Jurisdiction letters with flood permit. At premises located at: 350 Macdonalds Rd, Laurel SCTM # 473889 Sec/Block/Lot# 145.-4-14.1 Pursuant to application dated 10/4/2018 and approved by the Building Inspector. To expire on 6/4/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $513.60 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $663.60 Building Inspector 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. -2�� 1 LQ New Construction: Old or Pre-existing Building: (check one) Location of Property: �j�jQ c A0 \ Com,r.Q-k House No. Street Hamlet Owner or Owners of Property: 42,-4 r?d Y1rla n Suffolk County Tax Map No 1000, Section L}ij Block L4 Lot 14. 1 Subdivision Filed Map. Lot: ,� Permit No. t Date of Permit. Applicant: +c Y_00LO. p p,V�pV Health Dept.Ap roval: Underwriters Approval: Planning Board Approval: Cl Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted: $ s Applicant Signature so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 sean.devlin(a)-town.southold.ny.us �° � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Friedman Address: 350 Macdonalds RD City.Laurel st: NY zip- 11948 Building Permit#. 43269 Section 145 Block- 4 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Kruse Electric License No: 1964-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat floor Duplec Recpt 14 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 21 Twist Lock Exit Fixtures TVSS Other Equipment: Low voltage tubelighting, track light 3- 20' lengths, ceiling fan Notes* Missing outlet in second floor bedroom that should become a door with next permit. Track lighting was installed over tub and removed. Check that it's not there next inspection. Inspector Signature: S. Z�)� Date: July 18, 2019 S.Devlin-Cert Electrical Compliance Form.xls SDft,ryo...• . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 1 ' V BUILDING DEPARTMENT TOWN OF SOUTHOLD JUL 2 3 2019 m"PT- 'foyns OF 3 CERTIFICAT-ION a Date: ZZ j A Building Permit No. ' Owner: N-�-2� 0QA'l/::k-' (Please print) T (Please print— J �_�..•..p~- I certify that the solder used in the water supply syst ontains less than 2/10 of 1% lead. i I i (Plu bers Signature) Sworn to before me this-�-�— day of v 20� ja4ceq ! i I Notary Public, County, 1 TRACEY L. DWYER ' NOTARY PUBLIC,STATE OF NEW YORK i NO-01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2222_ I c { OF SOUTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm e�'' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIONi FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / INSPECTOR �o�aoF souryO� * # TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: lo .�: -to &O�� Fvvrm IVA y J 6v� C� roWCIVA r1e)(eN �s I P, U w oflV DATE INSPECTOR fir AA SOF SOUK, 2 how o� 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) [ ] CODE VIOLATION ] CAULKING REMARKS: DATE 7110 / /1 INSPECTOR sn Alf so TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [/ROUH PLBG. FOUNDATION 2ND [ ATION FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR XRCHrTECTURE Operating Business Address:15400 Main Road,Mattituck,NY 11952 Brooklyn Office:204 25t,Street,Suite 203,Brooklyn,NY 11232 Mattituck Office:15400 Main Road,Mattituck,NY 11952 IMFILC Office Phone:(516)214-0160 Anthony Portillo:(716)572-4741 July 16, 2019 RE: Friedman Residence 350 MacDonald Rd Mattituck, NY 11948 To Town of Southold Building Department: Per my inspection of the following items,all were installed to meet NYS Building Code and the' architectural plans. • Framing • Strapping • Insulation • Rough Plumbing If you have any questions,please feel free to contact my office. aF-D A&C Sin ely, t5 0�•( M. PQRy�A� O An ony Portillo, RA l . v X37405 OF .JUL 1 l 2019 v RCHREE Operating Business Address:15400 Main Road.Mattituck,NY 11952 Brooklyn Office:254 36'"Street,Building C 256-257.Brooklyn,NY 11232 uc Mattituck Office:15400 Main Road.Mattituck,NY 11952 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 Date: 11/2/18 Address:350 MacDonald Rd, Laurel, NY Owner:Alex Friedman D 'EC[EO'V[E D RE:Substantial Improvement Calculation NOV v 2 2018 � Value of home excluding land value:$320,065.00 BUILDING DEPT. TOWN OF SOLTIMOLD Cost of Construction for Proposed Second Floor: SF of Proposed—753 SF Cost of Construction-$150 per SF 753SF*$150=$112,950.00 Cost of Construction/Cost of Home Excluding Property*100=% $112,950.00/$320,065.00*100=35% Regards, ��1GD AFR? Anthony Portillo, RA yT 037445y0� 4$'o N�� .; sS FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ &c� 'FOUNDATION (2ND) rA O ' � 0 ROUGH FRAMING& PLUMBING y INSULATION PER N.Y-. y STATE ENERGY CODE 40 1 udv SOV* led FINAL V . uk tPtw V1AW IIry ,ADDITIONAL COr4MENTS Ga PooGK Am en o I an 6 e- � CA OA o - z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEP.�ARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,Nl� 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 Examined 2 20 I, y D V Flood Permit DD Single&Separate Storm-Water Assessment Form / MAR 3-0 201 R contact: Approved ,2 C Mail to:!2x OCAD u fLv,t"SXl Disapproved a/c TOWN OF SOUTHOLD Phone: cas�1 Expiration '20 B ' nspector APPLICATION FOR BUILDING PERMIT Date �—rLb, , 20�� 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. (Signature of applicant or name,if a corporation) PS�+ou a-k-An �e a44__)0(_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder A Name of owner of premises 4�1� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section—I L-� Block 4 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy p ►nA,�� �� b. Intended use and occupancO , %\ e- 3. Nature of work(check which applicable): New Building Addition > Alterations Repair Removal Demolition Other Work (Description) 4. Estimated Cost �40,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 1 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 a`�jRear Depth z�,9 .t)' Height 101 -00, Number of Stories— Dimensions toriesDimensions of same structure with alterations or additions: Front Rear `b Depth � -lu Height '�30'Cl Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 1'?)Lo.Ulb' Rear—[U3- `b' Depth 10. Date of Purchase 'Z011 Name of Former Owner_ AD on Y r 0e oL.�'&r 11. Zone or use district in which premises are situated V--4c) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-X- 13. Will lot be re-graded? YES NO _W ll excess fill be removed from premises? YES NO >,' 14.Names of Owner of premises4\ - 7e:ac"n Address Phone No. Name of Architectcm„� `a�r-1-;11 n Address 1eHop kAeZyn Phone No''1 I i n x-12 4'74 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO * 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 OFPS � �p being Only sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0,0-CQ-7— (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. Swornto before me this day of EC6 VUC%ALj 20 Lori T McBride ° Ct NOTARYPUBLIC,STATE OF NEWYORK Registr2don OIMC6369447 Notary Public Qualified In Suffolk Count• Signature of Applidarlt Commission Expires December it.2021 Michael J.Domino,President ®��®f so 01 Town Hall Annex John M.Bredemeyer III,Vice-President ® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski ® Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 OWN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 26, 2018 Brooke Epperson AMP Architecture LLC 15400 Main Road Mattituck, NY 11952 RE: ALEX FRIEDMAN 350 MAC DONALDS ROAD, LAUREL SCTM#: 1000-145-4-14.1 Dear Ms. Epperson: The Southold Town Board of Trustees reviewed the site plan prepared by AMP Architecture LLC dated February 15, 2018 and determined that the proposed alterations and additions to the second floor of the home, which is to occur within the existing footprint of the existing house, is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area i 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.nygov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT March 21,2018 Alex Friedman ' 118 W.79th St., Ste. 1A New York, NY 10024 Re: DEC#1-4738-00410/00005 Friedman Property 350 MacDonald Road Laurel, NY 11948 SCTM#1000-145-04-14.01 & 14.2 Dear Mr. Friedman: Based on the information you have submitted; the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which is located landward of a functional and substantial man-made structure(a bulkhead and a revetment) greater than 100'in length, constructed prior to 8/20/77,as evidenced on Aerial Image Resources Exposure#66-1891,and as shown on the survey prepared by Nathan Taft Corwin III on January 18, 2018, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator sla cc: Sean Gordon MHP file NEN/YORIt Department of iia'r�aut�worr Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 25, 2018 TO: Brooke Epperson (Friedman) 15400 Main Road Mattituck,NY 11952 Please take notice that your application dated March 30, 2018: For permit to demolish portion of dwelling and construct additions & alterations to existing single-family dwelling at: Location of property: 350 Macdonalds Road, Laurel,NY County Tax Map No. 1000 - Section 145 Block 4 Lot 14.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 32,151 sq. ft. lot in the Residential R- 40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum front yard setback of 40 feet. The site plan notes a front yard setback of 12.8 feet. AuthorizedNture Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 1" ' BOARD MEMBERS �F SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� ry0 53095 Main Road•P.O.Box 1179 h0 1p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes u, Town Annex/First Floor Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas Plana(/mento l•YCOUN� Southold,NY 11971 nD http://southoldtownny.gov LN� SEP 2 7 2018 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD DI'1T. Tel.(631) 765-1809•Fax (631)765-9064 RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION IEP 2 6 201 ) •nA MEETING OF SEPTEMBER 20,2018 j ZBA FILE: #7189 S uthold Town Clerk NAME OF APPLICANT: Alex Friedman PROPERTY LOCATION: 305 MacDonald's Road, Laurel NY SCTM: 1000-145-4-14.1 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 H 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 May 17, 2018 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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 14, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 32,151 square feet, .738 acre creekfront corner parcel, located in the R40 Residential District, measures 136.68 feet along a private Paper Street referred to as Edgemere Avenue before turning at a rounded corner, 24.09 feet, then running west 186.94 feet along a second private Unnamed Street referred to as MacDonald's Road (aka MacDonald Crossing), then turning north along Brush's Creek and a rip-rap shore 90.80 feet,then dog-legging 26.35 feet along wood bulkheading with wood steps to the water, then continuing north 46.873 feet along wood bulkhead, and turning east, along the same creek and wood bulkheading, 213.02 feet meeting Edgemere Avenue. The site is developed with a 1 '/2 story frame house with attached wood deck and steps on the westside along with a brick patio on the eastside of the residence along with a second, 1 story frame residential structure with garage, located in the northeast corner of the lot and has an attached wood deck with stairs and a brick patio on the northside with access to the property by two driveways; an earth drive on Edgemere Avenue and a paved bluestone drive on MacDonald's Road. Additionally, there are two sheds and a triangular brick patio as represented on the survey prepared by Nathan Taft Corwin III, Land Surveyor, dated January 18, 2018. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's April 25, 2018, Notice of Disapproval based on an application for a building permit to demolish a portion of a dwelling and construct additions and alterations to an existing single family dwelling, at; 1) located less than the code required minimum front yard setback of 40 feet; at: 350 MacDonalds Road, Laurel, NY. SCTM#1000-145-4-14.1. Page`2,September 20,2018 #7189,Friedman SCTM No. 1000-145-4-14.1 RELIEF REQUESTED: The applicant requests a variance to demolish a portion of an existing dwelling and to construct renovations and additions, including a new second story measuring 27.4 feet by 27.5 feet and a roof terrace, accessed by interior stairs, of similar dimension with a finished height to-the structure's ridge of 30.9 feet, to an existing single family residence with a front yard setback of 12.8 feet where the Code requires a 40 feet front yard setback. ADDITIONAL INFORMATION: The subject property is located in a private, waterfront, community known as Edgemera Park created in the early 20`h Century and does not conform to current zoning standards. According to the survey,the primary residence is located in the AE Flood Zone and is adjacent to Town of Southold underwater land (Brush's Creek). No prior variances are on file for this parcel. The property is well screened with mature trees and landscaping. The applicant and his agent spoke at the Public Hearing and indicated that they would work to preserve the large trees on the property and clarified that there is no formal neighborhood association. No member of the public or immediate neighbor spoke in favor or against this application. Included in the application is a letter dated February 26, 2018, from the Board of Town Trustees. The Trustees determined, after review of the site plan, that the proposed alterations and addition to the second floor of the home, which is to occur within the existing footprint of the existing house, is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Ara(Chapter 111)no permit is required. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6, 2018 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 $267-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. Edgemera Park is a small-scale neighborhood of single family residences of varying size, scale and design the majority of which have, customary second floors. Several immediate homes have similar nonconforming front yard setbacks. The applicant's proposed additions and alterations are in keeping with the immediate neighborhood. 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 existing residence was built prior to current Zoning with a 12.8 feet front yard setback and the applicant proposes to maintain that setback. The interior first floor renovation of the existing house does not include any additional living space or expansion to the footprint of the house. The proposed alteration is to add second floor living space, consisting of a master bedroom and bathroom suite, along with a roof deck, over the existing residence. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 68% relief from the code. However,the structure was built prior to current zoning. Moreover, the subject parcel does not have any immediate residential neighbor who would be impacted by this application. Brush's Creek is owned by the Town of Southold and the immediate neighbors opposite the dual road frontage have similar hardship. Furthermore, the paper road (MacDonald's Crossing) running parallel to the Peconic Bay and approximately 26 feet wide is not paved and grass has grown over creating a greater buffer and setback from the closest neighbor. 4. Town Law §267-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. Page 3, September 20,2018 ' #7189,Friedman SCTM No. 1000-145-4-14.1 5. Town Law $267-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 '&267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to an existing single family residence consisting of a 27.4 feet by 27.5 feet second story with roof deck 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 Planamento, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the,variance as applied for, and shown on the survey prepared by Nathan Taft Corwin III,Land Surveyor and dated January 18,2018 and the architectural drawings labeled A100,A200,A300,A400 and A401 prepared by Anthony M.Portillo,Registered Architect and dated April 26,2018. i 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. 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exeeed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted (5-0). Leslie K es Weisman Chairperson Approved for filing 7 / # /2018 r ' T. TERRY ' I' G;1 l nu n I l,rll S 1lIUS Mlul � JI I N Y� P o_ nux 117() 'TOWN CLERK •, �, �` s: Srrulhokl Nc\"• Turk 1 I ILECIsrRAR Of VITA.STAnSlICS (�U. 1 F3). IS 10 1 7fiS•I MARRIAGE OFFICI'R - ! � TcicRhunc ( S 16) 7f,t. ANI RECORDS MAGEMENTOFf ICER �r/O� .1 FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of.. the Code of the Town of Southold: "Floodplain Development. Permit //Cpplication" ( FDP(93) ) , and ;'Certificate of Compliance fir Devello" men in Special Flood Hazard Area (C/C(93)) . TO";d OF SOtTMOLD A�ui/th T. Te-rry Southold Town Clerk August 25 , 1993 • • �1 1 1 1 v � APPLICATION ol PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMFT APPLICATION Efo is to be filled out in duplicate. o N I: G NERAL PROVISIONS APPLICANT to read and work may start until a permit is issued. 2 The permit may be revoked it any false statements are made herein_ 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make imasonable inspections required to verify complian 8. I,THE APPLICANT,CERTIFY L STATE NTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO T OF M ONVLEDGE,TRUE AND ACCURA (APPLICATS SIGNATURE) ' ` �— DATE----------7' -/ N SECI'I N 2. PROPOSED DEVELOP , _N (T�be com�lctcd by APPLiCAf�`Tl NAME I-ey– ADDRESS :!)S t�a RA TELEPHONE APP L1 ao. ►V Y BUILDER ENGINEER PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the sweet address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful FDP(93) Y APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes)• A STRUCTURAL DEVELOPMENT ,ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (1-4 Family) ❑ Addidoo ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residendal (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commerdal) ❑ DemdGtion' ' P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) j ❑ Roaf, Street or Bridge Construction 1 / ❑ SuFAvision (New or Expansion) / ❑ In dual Water or Scwcr Systcm f ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADNfIMSTRATOR) The proposcd development is located oo FIRM Pancl No. . Datcd The Proposed Development: ❑ Is EQ1 located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ IS located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the silt is: Ft. NGVD (MSL) ❑ Uoavailablc ❑ The proposcd development is located to a floodway FBFM Paocl No Datcd ❑ Scc Section 4 (or additional instructions SIGNED DATE : APPLICATION ?y PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To be completed by LOCALADMINIST'RATOR) The applicant must submit the documents checked below before (be application can be processed. ❑ A site plan showing lbe location of all ending structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Dcvelopmcnt plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofwg of utilities located below the first floor and details of enclosures below the fust floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide loo-year flood elevations if they arc not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL). For ❑ Floodproofulg protection Icvcl (non-residential only) (MSL). [loodproofed structures,�AppOcant must attach certification [nom mgislered cngzucer or architect. ❑ Certification from a"registered cogx.neer that the proposed acdvet�in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. E1 5: PERMIT DETERMINATION e completed L AL ADMINI RAT R I have determined that the proposed activitT. A- ❑ Is B. ❑ Is not in conformance with provisions of Local Law , 1.9_• The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, (be Local Administrator may issue a Development Permit upon payment of desigmaled fee. If BOX B is checked, (be Local Administrator will provide a written summary of deficiencies. Applicanl may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals i APPLICATION W PAGE 4OF4 APPEALS Appealed to Board of Appcalsl ❑ Ycs ❑ No Hearing date: Appeals --- iovcd? r, v__ 9 He Conditions SECTION 6 AS QUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement Cn Coas[al High Hazard Areas bottom of lowest structural member of the lowest floor, occluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)_ , NOT Any work performed prior to submittal/of the above information is at the risk,bf the Appl'cant__ T f If J SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as appGeable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention_ INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCA). ADMINISTRAT R Certificate of CompHamcc issued: DATE: BY: i i Attachment B • // 6At.ip,LE CERTIFICATE 'F COMPLIANCE for Development in a Special Flood Hazard Area I i • TOWN OF SOUTHOLD CERTIFICATE Of,' COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA rn (ER MUST R-ETAIN-THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING Cl EXISTING BUILDING O VACANT LAND ' J f 1 THE LOCAL ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH nlE REQLIR-EMFNTS OF LOCAL LAW # , 19_7 AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) > co L� A- RussellFWATIE ) - SUPERVISOR r�EI��I�El� SOUMOLD TOWN HALL-P-O.Box 1379 T 53095 Main Road—$OUTI30LD,NEWYORK 119710 D E CSouthold BUILDhNG DEPT. CRAFTER 236 - STORMWATER MA9 8H.EET (TO BE COMPLETED BY THE APPLICANT) - - - - DOES TPAs PROMCT INVOLVE .ANY OF TBE FOLLOWING: - Yes No tcta_a[ASL 7HAT APPLYI ; [j&OA- Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El W1 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [10-C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. VI El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. OF E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. OZ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces_ �G If You answered NO to all of the questions above,STOP? Complete the.Applicant section below-with your Name, "gnatur%-contact-woir7tmat3on,-I}aie-s�-Couni�-Tax Map -erL--„Chapter-2Mdoes--no4apply� roject if you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department-witfyour Building Permit Application. APPLICANT (Pro S.CT-M- s_ 1000 lbtc petty Owrxr,Design Profesiorxil,Agent,Contractor,Other) �y District NAME �',r—J a 1� 30 1 a Section Block Lot Comact Inforrnatmtt 3 t �3� 523 roR BUILrl:NG DEPARTMENT USE ONLY. Ste,vim,: _ _ — _ — — _ _ Reviewed By Property Address/Location of Construction work — — Date: -- -—,— — — — — — - - — — — — — — Approved for processing Building Permit. I nn f(sl'o—rxva`rd Stormwater Management Control Plan blot Required. ? iornier Management Control Plan is Required � to En ineenn De rtment for R vi :v S 3 Pa e e � FOPw SII-ICP- TOS MAY 2014 r- A PPLICANT- 7 sfgn Prolesdoh,,l,Agonq Cantrxtor,othor) S•C.T.M. : 1000-_ -"• c 6t' f CHAPTER 236:sem is Block �; I Stoa�n�water Mana amen( Cor�tror Plan C EGY� LZ V� Y Co3� Date; SMC P -Plan Requirements: Provide ONE cop of the BUlldln P rmlt A ST t 23 I tt >ls The applicant must provide a Com feta Ex g pplprovidi 5 I all'Information that has been Required b the fol owing and/or Rea n for not providing Y � Ing Checklist) I. A_Site Plan drawn to Scale Not Less that 60' to tile Mich MUST Show all of the following Items: YE NO 'A If You answered No or NA to any Item, Blease Provide J 'tification Herel a, Location & Description of Property Boundarle If You need additional room for explanatl ns, Pleasa Pran, a ditlonal Paper, b. �'otai Slle Acreage, f c, Existing - Natural & Man ode eatures within 500 f of the Site Boundary as r ulred by§2U-IVC I, &_SE®IMENT CO ' CI, Test Hole Da►a Indicat Ing Soil Characteristics&Depth t Ground Water, EROSION e, Limits ol- Clearing & Area of Pro sed turbanee, Shall include but not be lim' f. Exlstin -& Pro osed Contours of the Site (Mini um 2'Intervals) A well maintained g. Location of all existing & proposed structure • roads, Wire a k Clt'iveways, sidewalks, drainage Im rovement &utilities, S h• Spot Grades & inls,i -loor E evatlons for all existing& proposed structw•es, I, ocation of proposed wimming ool and dis large ring. 1 I• Locatlon of ro osed Soil Stockpile Areas, I;. Loealion of proposed Construction Entrance/Sta IngA ea(s). I. Location of I'o osed concrete washout area( In, Locallon of all Proposed erosion&sediment control me ures, 2. slormwater Management Control Plan must Include Caleu tions showing IMCner-rinkic ARE RE UIR dial the slormwater Improvements are sized to capture,sto ,aM Infiltrate n at' 65= 560 be ore on-rile the run-off from all Impervious surfaces generated a two(2')Inch ear's C rtification rainfall/storm event. ac 3 that a ale to Co e.. Details a sectional Drawings for slormwater practices are req Ired for approval, 1 Items r Iuirin details Shall Include but not bel )ted to; 1 a. Eroslon &Sedlit)ent Controls. 1 b. Construct ion Entrance &Site Access,- C. Inlet Drainage Structures (e.g,catch basins, trent drains,etc,) iLV d, Leaching Structures (e, , infiltration basir�,swa)e etc,) • � 'f')li I:;NftII�tl::l::I�t.IN' ;� 'PAR" 1� t,. .. ;•. ;:. ;::;::��•�:......._...............,.....:.i:::�-:;� ,...,.,.. ,........ ,......_..w.-....,.._... . i M. 1 USE )NLY "�' ..-_....... -,:_ -_ ..__.-._.. .;�,� :Ct Si3 OLD Reviewed & I Additional Information is Required, Approved By: I Stormwater Management C ntrol Plan is of Complete.Dole: Z I Stormwater Management C'ntrol Plan Is olnplete. P has been arove SMC 1 PP d b) the Enginee ng Department, FORM SWOP heck List - TOS MAY 2014 " J b�SOFF0Q-eo, Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road t Fax(631)765-9502 P.O. Box 11790 _� �- — - Southold;NY-11971=`09 - - �Q1 � dao BUILDING DEPAR-T-HENT - -- - - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: Z I te)I 1'b Owner: 4014A Yi �d mala Location of Properly: k 5S-D C!" lr,cll-kQ�6 2kJ2i , , LO-k),(A, Please take notice that the (check applicable—Jine): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential 'structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following locations) (cbtec�appl�c�ble line) Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Q''�'�g'J� Name (person submitting this form): �V�prc ;D YI e�('Son Capacity(check applicable line): Owner Owner representative TnissReg15.docx Effective 1/1/2015 APPROVAL OF STVRnnwr.I r-^"' "' 236 Seeding of exposed and/or CO{JfROL P -T Code Date: t2 3 19 1 — Approved b DRAINAGE INSPECTIONS ARE REI Contact TOS Engineering '15-1 Backfill, OR Provide Engi S CE that the drainage has been instal I � 1 ---- -- - - ------ GR NTS 1 1 I - � 1 1 I / Ti 53°03'31" E EXIST.BRICK EXIST.BRICK ♦♦ % PATIO I0 I PATIO ♦ / wv. \� 1 p / EXIST.WOOD / DECK I .. (u W 1 EARTH / GONG. / 91D.lGT lD y6LMGllf°M M A I.ILCom ` .1 I�ICORm ON M�xr l4lJI tl TD M / II�'/lr v ARue:ec�emrorawamue OVER \ D LB NOV iw 2 L6RYGY Orq°t�T°N NAS 06iAMm �Fl��E 1im 3MiMRY b,]°ID i ; 1 I \ i �6 09 ♦� LOT 14.1 �`�•--' o V }'��./ ♦ �� - GONG. / �D _L TEST HOLE DATA B"U"—;i I 1 9 EL-42' TOWN O •�, �� –_ DOVER / ----------- -_---41 AY B E5 AND OR SLIT FENDING � � OL DARK BROWN LOAM I LOT 142. -I�, ` \♦ 11111T•1AIW5� I't� — ------ PALE HROVd�I FINE TOPSOIL FRAME C c n { 1 6 1 1 SP To MEDIUM SAW - � '6--�� \ AREA 600 0yy1 1 -ab' S.F. t I ` \ GONG. \ \��. ♦` rn MIN. 10' O \ ` ___-- -- PALE HRONQI FINE N —`�—�� SP To MEDIUM SAND ° \♦ DOVER �♦ � z 1 '_— ��� IN WATER C �= IN.5' ; . 231+ El ' _ � 'Y� -1` 4 ' ...~�` :r':' V" [+' h4�2rY•i..y�'Y.F]'�� '' t2"=n' r �_ L. - '`'^,4`+',:�.�� F�• � p "�"` '•`' -''�,�y_,'f: x..l f-r% .'J,-:; -•.x4cti"S' fi T ,•�-: e4�.e�ixrvorrclnw �craro rs^gx • � N•�VRpflLpRlf'�/CSTcQ�7itiL•(e.r"S.�:'9a GO� R"�'{'`{� ,° r ', lYP1C1�Rr•/I®- iM6-♦7fN1@ u••� •.a•s�'.�T wawr.nrrocwa® \\ meeKY. ;.u.r-` '1 , 'u'- _ -- �,>.•;s.r \ xm+cra w0 of»to ','•,s_ ��� _�v .� -in?��s�_ 4;'/.�. �� .Y,J•;r�. ;::' ..s. _, �6 9 `•�� LOT 14.1 INN. COVER AY B 5 A ---------- R SLIT NGI 6 \ 'r<^p" F• -x .Y's. )�- t TOPSOIL _ _ - • 5TOGKPILE i' a fig -- \\ \ AREA(200 =i�::�e•d� MIN. 10 \\ GONG. 0 �` S.P. ' 73 —_ � � q\4 o •.,'t�' a \ ® 'i"�rya '{ is A IN 51 (�rP. FxI5TIN5 6RAOE+5.01 va: 4• y' ^ ;' • PROP09ED GRADE+5.4' (5'A50VE GROUND WATFW ` _ ,`.•k y,+,,,- :',ys:' J�•, � ♦.., MIN.5' �� i'— � ��`\t;`- �%�r'•,.r,, „ , , pif U1 p v.fir, EXIST.I-V2 �� � `k• •,�i,4jT;�..��`�,�-`'\ -•.,.:��..sii•,�kX:i •�,,. -:2' .e °,1�r+6�, d:'v 5TORY FRAME = o �`f'-�`G>v '4.Ca='•r. L. "ifs t 3 A. iq_ HOME•A• m � T�P y c,_ *���A r �• i i-` �'�'w t FF.-b.42' 1 r. 31a' .•.' `{AE.4•. 'r�ici Tg \ DECK EXI5 2 . Fa' 4 w y, QA1G \ PROPOSeD 5TORY BUILDING: 2 S. o 1 / 4 NEW FLAT ROOF ' ZBA APPROVAL HIM. sn..r"c'.°�r" y. rNEWr'FLATr�p '�L_ ` r u \ // :` ;• . ' fs r�;%? g, =�, a ' �� a`' f w«- POF,ED�`1rRJp20Clhfi 8 STOOP w LINE OF DEGK xn +�°�-va.+•' ';:` ,tCn ` may. 1 �XPi' 0 9 7 Z PROP 2ND b(.Y +_.' - `'�3.'.:�, �:,s4_ ..,,�.,i ,�' � i t __fr c. � •_ � TO BE REIdOVED O s .4mc.y-rte :t.' .. i . i r�`f?ROPOS�DzY� )i7D �'iC NOUS STORY BALCONY kxz' C}i) ryf `r' : r F `>. E p {PROM '.j , �, t . S5 T?t _ f"fie w `... 3�1_ =1y711f2E aAN510N) PR.ORP.. i5 AFy�•� • / �k��xt _rF.:T",',''C.'��iC.'-n., ��-�S�.RI)G7l�R�g;�i rr �' P Ed.,S EXISTING GRADE+5A' S.TEM G,4 �ABo��KAA `" =q�_ X15TIN s ,w n �� G fs:,w7 Ya f ` � .y ^ ' t ;rt, ' r �'r• pJ,a<_• h ,..�- ¢ #. �rCs�Fr� l.}`.I-�Y::7.� o. 52, — = '•'4'ti�'Aja63`: " -7.6 Y L /� U. 1 ' -�• ,� N�. rt" :�•y.w :a.- S',g- ;' � '• q:`X':• �.. ir<'""` r11 c ti OIL Y k :�"'.. + C .'t:.�g 'i' Y' a 4.y� -r i?ROVI IDE (4) 8 i 171 ' *!!,'ai, .. .'cp//1. rr;}�� `iT u' frf.S' -.,'„� 'a ,r,�..y. -r.• - STORM l�lTiz M1� _� V�.,1�lTi� Y ` _1.� _ TOR _ ,�x4t.�t`�� •. ,g�=,`p .,ct�:{�;°"'��'� ; �� -'� '1"�=��;� "^.....:''�d�=x-tib.-,';; •,�� ��,I' :f - .1.2+4'.1 Yi}' _ 'x�ra.... - .moi.�.W'pr` _ _}...-�.,Y�,f.�."v.'.a:U.:s.:n..�• _L44r��-f-',3°:Kj.�}p'+[atomic_'{�.����—.���_..��F_s•�'e......'••,. _ �}L••4� =.:i _ ..ar•�4,. �­ -EMR, �.. cb�'"�' -� Y'' A \ SURVEY OF LOTS 15, 18, 17 & 18 �c MAP OF EDGEMERA PARK FILE No. 742 FILED JULY 2, 1931 SITUATE 00, \ " I LAUREL F '\- TOWN OF SOUTHOLD 4_ _— 1 SUFFOLK COUNTY, NEW YORK �\ S.C. TAX No. 1000-145-04-14.1 0_ \ S.C. TAX No. 1000-145-04-14.2 {� ,+ " 'NA cy SCALE 1"=20' �T"� 9 U \� \ 4?¢ Qom\ JANUARY 18, 2018 BRICK WALK TOTAL AREA = 32,151 sq. ft. (70 TIE LINES BULKHEAD) 0.738 ac. La & 22 Y ` � � ° g • n\° � ,IJV XIS -AUJ 3.z a oa • ° ,p ,��w / � corn x5.s I\ a} q \ O _O a oa ° a s.s 4. re & W/GH W4k, ODD / °V'� h,LO \,p 'I1 v 9.7 • / Aror'1L,y�a N 7 2.09�� $1?, J_7 11001 � .. � t copy Bldg :F'tle#" from m263 � Final reviewed documents ZB l Da ° a / NOTES Jz f JSP 1. ELEVATIONS ARE REFERENCED TO N A.V D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: x.xx EXISTING CONTOUR LINES ARE SHOWN THUS:————x—— —— es o�q m� FFL - FIRST FLOOR .�, Sx'opp �•,, CFL - GARAGE FLOOR TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ((� I 2. FLOOD ZONE INFORMATION TAKEN FROM: BY THE LIA.LS AND APPROVED AND ADOPTED ,�v\ I FOR SUCH USE BY THE NEW YORK STATE LAND FLOOD INSURANCE RATE MAP No. 3610300483 H TITLE ASSOCIATION 41 m�-\ ZONE AE. BASE FLOOD ELEVATIONS DETERMINED O O \ O1 190 ss 5� m xs.s N Y S Uc No 50467 cN G I TO THIS SRIZEDURVEY ALTERATION TI ADDITION TO THIS SURVEY IS A VIOLATION OF SECRON EDUCATION 2N9WOF THE NEW YORK STATE Nathan `aft Corwin Iii y SSR COPIES OF THIS SURVEY MAP NOT BEARING Q C'1 THE LAND SURVEYOR'S INKED SEAL Land Surveyor A THE 5ED SEAL SHALL NOT BE CONSISI ED DER - TO BE A VAUD TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE Successor To.Stanle J IsokSen,Jr.L S TITLE COMPANY GOVERNMENTAL AGENCY AND Jose 11Y A Inge no LENDING INSTITUTION LISTED HEREON,AND P 9 9 L S TO THE ASSIGNEES OF THE LENDING INSR- Title SUrVe y TUTION CERTIFICATIONS ARE NOT TRANSFERABLE ys-Su6drvs,Ons - Site Plans - COnSfNCDon Layout 1 PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAKING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1566 Mc,.Road P 0 Box 16 ANY,NOT SHOWN ARE NOT GUARANTEED Jamesport,New York 11947 Jamesport,New York 11947 t EXIST INTERIOR WALL EXIST BASE AND TO BE REMOVED UPPER GAB TO BE (NON-5TRUCTURAL) --- -- REMOVED --- ---------- ------ EXIST WINDOW TO 8E I \ 6/ REMOVED I ( r------L------- --------JL _. J L — \EXIST FIREPLACE TO I I I REMAIN EXIST APPLIANCES E I III I o IAND FIXTURES TO BE REMOVEDKITCHENIII I I I III � I I I �(� (c I I DROPPED G ILING - I I , Ir.------I -� '+-- -----�----- EXIST.LIVIN6 I I I II EXIST CL5T TO BE TO BE REMOVED ROOMI I I I REMOVED I I I I I�"T-1 EXIST.LIVING 1_ I I I�r-- EXIST• I I EXIST. - ROOMTHROOMI I I III 11 r--� I I I r EXIST.PANTRY AREA I I�IvI/I I I I I I I I EXIST DOOR TO I TO BE REMOVED I �/J / EXIST INTERIOR WALL I I I I I BE REMOVED TO BE REMOVED I I I EXIST BATH AND .J7\�� \\ w zn / (NON-STRUCTURAL) I I I I I / I FIXTURES TO BE \\ / \ d ¢}in / REMOVED � -,b y roti a mIU I I 1 II m z ---�' -----_-- -�--- --- --- = N XI5T WINDOW TO BE C ] REMOVED j1/��jl I I I\ 2I EXIST WINDOW TO B REMOVEDLi fl --J a EXIST. r HALLWAY EXIST STAIR TO EXIST, REMAIN BATHROOM Oka LO EXI5T BATH FIXTURES EXIST, EGH 1 O TO REMOVED (- -@ q�- , OM % I EXIST ROOM DECK --% —%^ , E3EDROOM EXIST EXIST EXI5T \/ a d J-L J L-_- � EXIST.INTERIOR DOORS TO BE REMOVED(TYP) u- Lam/ \ / I III EXISTTONTERIOR HALL BE REMOVED (NON-STRUCTURAL), I Bldg Dept copy from ZBA AND DOORSXE IST I I III �L. III I Final reviewe�idifilefits I III ZBA Fi # FT p 4 Date: J/ C / 1710 III II / III I moo I III EXIST MASTERI / EXIST WINDOW TO B J III EDROOM I // REMOVED III z O 0) B /I III u III I Z O EXIST WINDOWJL�J I II I NOTE ALL INTERIOR DOORS TO REMOVED O TO BE REMOVED Q Z Z ® > 0 l EXIST, WO no BEDROOM ��D ARC Z Q F W EXIST, // evo O IS _- Q � � O a EXIST WINDOW \ EXIST,WINDOW 00 TO BE REMOVEDD�----- \I TO BE REMOVEDp- -----� ----- -y ---- ----_ T -�; �j �Ac 4 r, PROP05ED F I RST FLOOR DEMOLITION SCALE: 3/16" = 1'-0" c a n► .a PROP.A/G LOCATION 4'-0f° II_B" 4'-b° 9'-4" 12-5" N 509NW M509NW F— LM REF r DRYER \ II I DW I I D W VENT v J L _ J a MODIFIED II O KITCHEN n "r \ °T in RAD ANT FLOOR � � 6 I I HEATING QII --I OVEN d EXIST.LIVING ® STEAM ROOER I 9P I EXIST DEN III WINE I a NN - - w NEN I ri � O O PWD$ D RM Os Ob d N rb 8 ry EXIST MECH.ROOM 6 SHOWER TO r x F BE REPAIRED A5 NECESSARY. x°a $o CONTRACTOR TO VERIFY IN FIELD I I I I I STABILITY OF FRAMING AND m LINE OF DROPPED CONTACT ARCHITECT WITH ANY x CONCERNS. O a I GEILIN& (2)2. a 0' M509NW N 6'-53/4"—'I`2'-I lY4" POST m L 1 I I a 15'-2y2 } z + EXI5T STAIR TO o r m MODIFIED I REMAIN(REFINISH EXIST.MECH. 0 BATHROOM I T FLOO e, .AADS) c ROOM w HEATINS HALLLKAAY - (2)2"x4" �It P05T o V EXIST. 5M/GO BEDROOM f �I SMICIO EXIST.FRAME ry @ PECIK ry Q'-5y2° x NEW EXIST• (2)2"x4" POST SHOWER Bldg Dept Copy F®ii9 5 @ EXIST. I Final revi®w@d de Ifflam o 00 DOM 01 lag Z p frJ o� EXIST.MASTER Y iv BEDROOM �f¢�6!A��� W ZLL1 Q S �J r 515TER EXIST.2"xb"F J. O 0 �` \ p0i(1 `(� O Q EXIST, LL M BEDROOM 33 Q �r. 0 BEARING WALL V.I.F. z a. O EXIST 2' 4'-OY2°-, 5'-bye" r- -' ..> N 12g Dal SOLID HOOD a PR®P05ED F I R5T FLOOR P05T rTYP) LU � SCALE% 3/16" = 1'-0" a 9 D � M. p� d Q y 0374CA OF U EXIST BATHROOM TO BE REMOVED,INCLUDING ALL EXIST WINDOW TO FIXTURE5 BE REMOVED EXIST MEGH ROOM TO 10'-2" c BE REMOVED --- ---i 41,2" // I I I I I _ - - 1I I I I I I I I I j NEN LANDING ,� i o N 8 STEPS _ I I LV------ I I I I I I m Fr a V `, a NN EXISTI I I I I " NEW MASTER I I I BATHROOM I ~� I I II I I _ BATHROOM I I I I I I I I'_X15T. I II I I T I I Irn1 T F 00 r,ilk NEW q ¢ zcvv I I III If ( I I I I I I HEATING WALK-IN11 1L o z� I III tr " j m o n°. m00 ry � .� m j L--I I ----- �__ _ _� �� ----� I I I rz z__ __ I I 0 x N ---i f --I ���, I I �' Z�COkPP. 2Qxb$PD. u I I I 2'-O°-I —4'-O°�I� Y10 SLDR Up ON7,io L M509NW EXIST• � r-E- ------JIEXIST.INTERIOR WALLS d WDOOR5 TO BE REMOVED I I -------J X •! SMIGOIR DOWNm(7YPJ 0 TAS, (REFINISH o I I I r___J I I I EXIST.EXTERIOR WALLS TO I 12 0 I I I I BE REMOVED i i ® NEW II R. a 1230 . WI I I I I RR.® Ib"or. I I I I EXIST.ROOF TO BE I ! J ¢ REMOVED I I I NEW MASTER iv iv a ® SUITE r' I I I I I I EXIST• II II I BEDROOM II II II L-----J II I I I I FLOORING TO I I I I I I BE REMOVED I I I I EX15T EXTERIOR WALLS TO I I IzExi5T. BE REMOVEDNEW I I 9/8°230 TJI WI wwR.R.® Ib"O.G. ROOF TO BE Q f tV;,y i 0 I REMOVED I I X 44 I I I I I I n coo I II II Q ---------==? � � SIL I ----- --- C 8'x8'SLIDING DOOR FIXED PANEL G Q �EX15T WINDOW TO Z Z BE REMOVED 3'-2Y2" -- -------IS- /411 - - - -- - - - q-`)V4° LLd O U j Pi�OPOS�U SECOND FLOOR PEMOL I T I ON PROPOSED SEGONID FLOOR � o -- O Mm SGALE: 5/16" = I'-O" SCALE: 5/16" = P-D" a Bldg Dept copy from ZBA 0 Final reviewed A�ppcuments a. o ZBA Fil # -11VI W CL Date: / m v W � o a NEW STAIR BULKHEAD til• PO � NEW ROOF DECK ®d Q 4 8 RAILING — 6 a IL 1b BULKHEAD 0 Q .FLOOR FINISH g ®F N' U D N� NEW SIDING � p� x N� 3 N — a til EXISTING CHIMNEY w a m TO REMAIN ti ti ¢ m>r � zcvv O Y Z p m� r O a woo m¢ c� NEW ROOFING o m x z �. I —� NEW STAIR BULKHEAD Bldg Dept copy from ZB ¢ Final reviewed ocumen 9FUp ZBA a o DateIt : w \ U C 2 J Q NEW SIDING EXIST,MECH FR®P®dED EAST ELEVATION ROOM 8 OUT SHOWER NEW 510I1,16 SCALE: 3/16" = P-O" SLIDING Q DOOR NEW RAILING; SEE DETAIL Ffill OR ATTACHMENT — °oo e r r Z Z O rn X I • t FLOOR FINISH ~ Q z W Q v� Z QH LL W / \ \ M� a. It LLL�\] FLOOR FINISH EXISTING DECK PROP05ED 5®UTH ELEVATION TO REMAIN d° SCALE: 3/16" = I'-O" c a NEW STAIR BULKHEAD O 6 1 ———LA w QNQ O v oc �a 3 ATOEXISTINS Q W CHIMNEY '—'� ��� J MAIN \ w N J N~n � Z N O 2Z� T � NYr FLOOR FINI N a m o r z = N Z Q N NEW 5TAIR BILKHEAD // o a \ ,+ / ori \ Y U�{ H N kL w Eo WCU S J U � K Q FR01=05E D NEST ELEVATION SCALE: 3/I6" = I'-O" NEW 51DIN6 EXISTING,CHIMNEY Bldg Dept copy from ZBA TO REMAIN Final reviewed d cuments ZBA Fil Date: j '� o 4 Z O I Q ZZZ ® > 0� W O no -- — — -- -- ---- - LL. w 2 \ 0 �* uD M r �r - "-•,ate dh� � Q a 0 03741 PR®F®SED NORTH ELEVATION SOF N � "I'll" _ 5GALE: 5/16" = 1'-0" cLk—JO FLOOR PLAN NOTES O E N E A L 5 Y M 5 0 L E **r .[ DOOR NOTE: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED EXIST. BATHROOM TO BE _ t OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). REMOVED; INCLUDING ALL EX15T. WINDOW TO _ EXISTING TO BE DEMOLISHED HARD WIRED SMOKE DETECTOR 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED FIXTURES BE REMOVED Q OUT ON PLANS BY 'THERMATRU' (OR EQUAL). --- 3.DOOR TYPE TO SELECT BY H.O. _---_ � 5M w/ BATTERY BACK-UP EXISTING TO REMAIN ��n --- 0 CARBON MONOXIDE 'tel NEW WOOD FRAME L.G. 4.INSTALL AS PER MANU SPEC.s I I I ( CO DETECTOR FRONT ENTRY DOOR EGRESS NOTE: I �� �� I I I I 5TL. WHEN APPLICABLE) I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING I I x I I I I I I I I NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON WHEN DOOR 15 OPEN 90° � � 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36"x80" I i I I I WOOD FRAME (L.O. 5TL. SM/GO MONOXIDE DETECTOR COMBO w/ BATTERY BACK-UP DR. (32" CLEAR WIDTH) WHEN APPLICABLE) 3.PROVIDE (2) 2"x8" HDR., U.O.N. 4.JACK AND KING STUDS AS PER PAGE A-200 r -1 I EXIST. I I ® 50 G.F.M. EXHAUST I I BATHROOM �� I III NEW FOUNDATION WALL OSTAIR 8 RAILING NOTE: I I IFn� _ I I I EXIST. III FAN w/ DAMPER 2 i-�� I I—� I GL. III I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI I III Ir ( I I I I 50 G.F.M. EXHAUST d MIN. Q" Tr - RI5ER5 SHALL BE CLOSED 7) III MIN. (2) 2"x4" STRUCTURAL I I I III IL�_�� r---� �� I I II I ® �� FAN 4 L I GHT GOMBP 2. 42" HIGH GUARDRAIL $ SPINDLE 5PACINO I I I ILU� /i�� I I I I I IIIIII '1 POST FOR 4" WALLS NOT TO ALLOW PASSAOF OF A 4" SPHERE; I I \ r w/ DAMPER II l l II I r—� I I I (MIN. (2) 2"x6" STRUCTURAL 36" HIGH HANDRAIL $ SPINDLE SPACING NOT I I I I \\ .. / I I I TO ALLOW PAS5A5E OF A 4" 0 SPHERE L-J L s`� I �� L--__ I I POST FOR 6" WALLS), U.O.N. 3. ORIPPABLE RAIL AS PER CODE 7-7--I I r___, OSMOKE DETECTOR / GO DETECTOR NOTES: 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE / CARBON MONOXIDE COMBINATION DETECTOR I I I EXIST. rf=__ ______ I HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. I I GL• - EXIST. INTERIOR WALLS B ---- 2.INSTALL ALL AS PER MANU. 5PEC.'s DOORS TO BE REMOVED 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I \ (TYP.) I I IN COMPLIANCE WITH LOCAL CODE I I _--H I LLQ � I OWINDOW NOTE: ( I I EXIST. EXTERIOR WALLS TO I I F- 1. ALL NEW WINDOWS E DOORS SHALL BE I I I BE REMOVED I () ` ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, I I I LLI OR GLIDING (AS NOTED); INSTALL AS PER MANU. I I I I SPEC.'S. FOR 5U55TITUTION5, 5EE NOTE #9 IN I I I I I = J "GLASS WINDOWS AND DOORS" ON PAGE A-100 I I I I EXIST. ROOF TO BE 2.IF CASEMENT WINDOWS - ALL GSMNT HEN I I I REMOVED I U J SHALL HAVE 5TRAIGHT ARM HINGE WHEN I I I L------- I Q 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE I I I TILT WASH I I EXIST. I 4.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. I I I I I I BEDROOM I I EORE55 NOTE: I I I FLOORING TO I I IN COMPLIANCE WITH NEW YORK STATE BUILDING I I I BE REMOVED CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF I I I I I T E5RE55 SHALL BE FOLLOWED: I I I I EXIST. EXTERIOR WALL5 TO I I Z1111BE REMOVED '1 NET CLEAR OPENING........... 5. S.F.NET CLEAR HEIGHT............... 24" MINIMUMNET CLEAR WIDTH................. 20" MINIMUMEXIST. ROOF TO BE I I I I I REMOVED I I WINDOW /DOOR FRAMING: I I I I O SEE PAGE A-200 FOR FRAMING I I I I I ELEMENTS AROUND DOORS AND I I I I WINDOWS (TYP. FOR ALL) U.O.N. I I RESERVED O EXIST. WINDOW TO O RESERVED BE REMOVED O RESERVED SEOON17 FLOOR 17)FMOL 1 T 1 ON PLAN OA/C NOTE: 9 I. NEW 5 TON MITSUBISHI CONDENSERS 4 I _ „ TON EVAPORATORS W/ HEATING COIL SCALE: I/4„ I,_O 2.INSTALL LINES AS REG'D FROM A/C GOND. A/C CONDENSER: I. INSTALL A/C CONDENSER 2. SIZE CONDENSER BASED ON NYS MECH. CODE. 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING OF ENTIRE CU. FT. 4. INSTALL CONDENSER ON GONG. PAD WINnOW 5CHEDUL E sYhteol aunrrrlTY TYPE l CMaysloN WxH OA �I PICTURE :'-0”X 5'-6' L.LI 0 Do 0 O � G 4 PICTURE t-D'X'i'�i" U z W U) Q NOTE: NO WORK ON FIRST FLOOR UNDER w J THIS APPLICATION. ALL WORK TO m BE COMPLETED ON SECOND O ci) FLOOR. U rn NEW 4"x3" ALUM. w NEW 4"x3" ALUM. NEW 4"x3" ALUM. DOWNSPOUT (TYP) 6"x3" ALUM. DOWNSPOUT(TYP.) DOWNSPOUT(TYPJ � ~o GUTTER (TYP.) ® BULKHEAD ROOF 4'-O.. w U� h ep Afi M. NEW MASTER BATHROOM NEW o WALK-IN N GL. X z ® a 037405 y0� � o Q FOFNE� Xtu : O z _ FDN PROJECT: _ ly2" I ® ® � �2-I � Q (3) 2��x6�� ° P05T A-5 - - --- __- ___. -....... _ __ _ IA-5001A N A-500 _.... ..__ .. .._ ... ............. .._ in .._... __.._....._ _ U A-500 A A `(� l.75x11.81L2.OE GP \W A A (2) 2"x4" X0:4„ LAM FLUSH GIRDER cv tu (5) 2"x6" RESIDENCE POST (3) 2"x4" m - P05T P05T PROVIDE 51MP50N d)0 O JOIST HANGERS THAT X ILNEW FLAT ROOF 350 MACDONALD ROAD MATCH DEPTH OF R.R. � r NEW SLIDING DOORS MATTITUCK NY 11948 NEW JULIET BALCONY; tt1 cV 0 SEE DETAIL 3/A-400 = ry (3) 2"xb" � Q POST DRAWING TITLE: NEWTBR SUITE DEMOLITION PLAN t_v 0 I ry SECOND FLOOR PLAN Lu ® '� ¢; �; ';.. ��r�l -- ROOF PLAN JUL 1 7 2Q19 PAGE. A-300 . 01 Ell NEW 4"x3" ALUM. 6"x3" ALUM. DOWNSPOUT (TYP) BUTTER (TYP) ROOF FLANDATE: 7/16/19 5 OF 9 A GFEOOND FLOOR PLAN SCALE: 1/4" = P-O" SCALE: 1/4" = I'-O" SECTION NOTE5 SECTION NOTE5 OO NEW R-500 BATT. IN5UL. IN NEW FLOOR SYSTEM;PER XISTIN6 DOOR RESERVED 2015 IRO ENERGY CODE TABLE R402.1.2 2X BLOCKING A5 NEEDED 5/4"PLYWOOD BACKING BETWEEN EXI5TIN6 TYPICAL EXTERIOR WALL CON5TRUGTION: 5TUD5,BEHIND REPLACED SHEATHING AND O RESERVED C SEE NEW SIDING NOTE 51DIN6 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING ` N x-� (BLOCKING ® ALL PLYWD SEAMS) \ w ONEW ROOFING NOTE: • 2"xb" STUDS ® Ib" O.G. w/ DBL. TOP PLATE I. ALL EXISTING ROOFING, FIBER PANELS 4 BUILDING FELT • MIN. R-IQ FIBERGLASS IN5UL. H. V.B., U.O.N. SHALL BE REMOVED • 5/8" 6YP5UM BD. WALL FIN15H ° ° T.5H M 2.INSTALL NEW FLAT ROOF MEMBRANE PER DETAILS. 5/4"DIA.5"LAO 50REPO) 5.1/2" GDX PLYWOOD 5HEATHING (BLOCK ALL SEAMS) `" TYfpl• ALVANIZED,A5 NEEDED PER RAIL 4.INSTALL DRIP EDGE A5 REOV O NEW SIDING NOTE: b" TYP. VIF SPECIFICATIONS 5. INSTALL ALL AS PER MANU. 5PEG.'s I. ALL EXIST. 51DIN6 4 FOAM SHALL BE REMOVED 2.INSTALL NEW a" EXPOSURE GEMENT FIBER BOARD BE PREFABRICATED STEEL GUARD RAIL. LAP 51DIN6 ARCHHITECT BY "JAMES HARDIE - HARDIEPLANK° APPROVED BY HOME OWNER AND (OR EQUAL), OVER PLAN DETAIL A-A A 5."TYVEK" HOUSE WRAP (OR EQUAL) 4.INSTALL ALL AS PER MANU. SPEG.'s 5. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION b.SIDIN6 SHALL EXTEND TO TOP OF FOUNDATION FOUNDATION WALL b 1/4"WIDE FIBER GEMENT LAP SIDING W/ EXI5TIN6 ONGEALED FASTENERS BY JAMES HARDIE EXT. WALL I I OR APPROVED EQUAL T.SHIM 1/2"DIA.5"LA6 SGREW(5)GALVANIZED,AS I NEEDED PER RAIL SPECIFICATIONS W It PREFABRICATED STEEL GUARD RAIL.TO BE APPROVED BY HOME OWNER AND ARCHITECT \ TYVEK HOUSE WRAP OR APPROVED EQUAL f— € REPLACE 5HEATHIN6 WHERE REMOVED TO W INSTALL BACKING AND BLOGKIN6. /4"PLYWOOD 5ACKIN6 FOR RAILING SUPPORT = J m x 2X BLOCKING BEYOND A5 NEEDED BETWEEN U J EXI5TIN6 STUDS Q f.. I"RIGID INSULATION BETWEEN I"WOOD FURRING FINISH STRIPS(FASTENED AT STUD LOCATION) FLOOR j ' T.SHIM NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR 1/2"DIA.5"LAG E GALVANIZED,A5 EQUAL); INSTALLATION, LAPPING OF SEAMS, AND NEEDED PER RAILL SPECIFICATIONS SEALING OF EPDM MEMBRANE: AS PER MANU. X15TING BOTTOM PLATE 5PEC25. PITCH TO GUTTER AT REAR OF BUILDING NEW I" RIGID INSULATION NEW JUL I ET 5ALGONY 17ETA I L�" PLYWOOD A-400. I ADHERED TO DECKING ROOF DEGKIN6 SCALE: I" = I'-O° &ALV. DRIP-STOP EDGE NEW TJI ROOF NEW. " GYP. E3P.-/ RAFTERS PERIMETER OF ROOF INSULATION WRAPPED Z A i IN VAPOR BARRIER ROOF EDGE DETAIL AzL w A-400. I SCALE: I" = P-0" z U z -5 U) NEW FLAT ROOF - ----- 0 ELEV. + 22.1' - ------ - z ~ NEW R.R. AS PER PLAN w 2 C e7 J NEW HEADER ABOVE O C ALL WINDOWS d U ¢ 4 DOORS AS PER PLAN b (TYP) rn 6j co F- 0 0 w p 2Xb SILL PLATE Cc ® WINDOW5. SECOND FLOOR NEK AR .(DEQ . p SECOND FLOOR FINISH BTER PX15T. F. . Q t� NEW WHITE DUROLA5T EPDM ROOF MEMBRANE (OR 1 EQUAL); INSTALLATION, LAPPING OF SEAMS, AND 5EALIN6 OF EPDM MEMBRANE AS PER MANU. NEW METAL GAP 03740 SPEC.'S. PITCH TO GUTTER AT REAR OF BUILDING y4 F 0 F NES NEW PARAPET NEW I" RIGID INSULATIONNEW J" PLYWOOD WALL FIRST FLOOR ADHERED TO DECKING ROOF DEGKIN6 NEW CANT EXIST. OUT EXIST. EX15T.1 EXIST. PROJECT: NEW WOOD SHOWER BEDROOM ALL BEDROOM BLOCKING F R I E D NI A N NEW R-500 INSULATION FIR5T FLOOR FINISH ----- ---------- _ RESIDENCE _ __—_— ELEV. +IS' EXIST. F.J. TO REMAIN AVG. GRADE EXIST. GRADE EXIST. GRADE NEW TJI ROOF NEW " GYP. BD.-/ ELEV. +00RAFTERS CRAWL SPACE PERIMETER of ROOF 350 MACDONALD ROAD INSULATION WRAPPED MATTITUCK, NY 11948 IN VAPOR BARRIER DRAWING TITLE: SECTION A-A & DETAILS 2 ROOF EDGE l7ETA I L A-400. I SCALE: I" = I'-O" PAGE: SECTION A/A A-400 . 01 SCALE: 1/4" = I'-O" DATE: 7/16/19 6 OF 9 WINDOW SOHEDUL SYMBOL QUANTITY F ,YPE DINEMION WxM O �I PICTURE OPICTURE b.-C O � PICTURE 7'-b"X'1'-b" s NEW SIDING - SEE w NOTE ® SECTION U w = J Q I 1I I I. SOUTH ELEVATION (FRONT) SOALE: 1/4" U) w C7 z Q U C3 Cn C w Z I— W --I D 0] O cn Azi U Q ; rn wco c) o w w Po NEW SIDING - SEE NOTE ® SECTION SLIDING y�, 437A-�� DOORS , PROJECT: W JULIE - o -SEE FRI EDMAN ---D. O _ f RESIDENCE 350 MACDONALD ROAD MATTITUCK, NY 11948 L==Jl DRAWING TITLE: ELEVATIONS PAGE: BAST ELEVATION (ill C HT) A-500 . 01 SOALE: 1/4" = I'-O" DATE: 7/16/19 7 OF 9 WiN17C�W SGHEJ,�UL:E srweo� QUHNTITY TYPE DIMENSION MMH OA �I PICTURE 6'-0"X 6'-6" Og PICTURE 6'-0"XV-6" O �� PICTURE 2b"X T-W rr NEW SIDING - SEE U NOTE ® SECTION U -J Q 'N L I NORTH FELF-YATION (RF-AR) 50ALE: 1/4" = I'-O" U) W U Z Q U Z 0 U) W W J D � C0 0 (n U Q W c0 0 O W cc M p �.� �. t t 037405 y0 —d� NEW 51DINO - SEE SOF N NOTE ® SECTION EX15TIN0 CHIMNEY TO REMAIN - PROJECT: FRIEDMAN PLOORPINISH RESIDENCE 350 MACDONALD ROAD MATTITUCK, NY 11948 DRAWING TITLE: ELEVATIONS PAGE: AF-ST FELF-VAT I ON (LEFT) A-501 . 01 DATE: 7/16/19 8 OF 9::] Koa APPR VED AS NOTED DATE: a B.P.# FEE: Sj Ib BY: t OCCUPAN Y OR NOTIFY BUILDING DEPAR MENT AT USE IS UNLAWFUL 765-1802 8 TO 4 PM FOLLOWING"NSP CTIO S:FOR THE WITHOUTRTIFICAT I. FOUNDATION -,TWO REQUIRED E FOR POURED CONCRETE OF OCCUP NCY 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ;, 4. FINAL - CONSTRUCTION MUST mv - ' `: BE COMPLETE FOR C.O. .;; ALL CONSTRUCTION SHALL MEET THE DRNNAGE INS'PECOs ARE REOTREB 14.1 REQUIREMENTS OF THE CODES OF NEW Contact TOSS Englneeri at 765-1550 before YORK STATE. NOT RESPONSIBLE FOR Backfill,OR Provide En neer's Certification DESIGN OR CONSTRUCTION ERRORS. that the drainage has b. .n Installed to Code. All extnor lighting ' COMPLY WITH ALL CODES OF install ,replaced or w NEW YORK STATE & TOWN CODES repaire shall conform � J I D .. .. AS REQUAND CONDITIONS OF to ,apt er172 v , J ' SOUTHOLD TOWN ZBA of th Town Code 44 v SOUTHOLD TOWN TRUSTEES " N.Y.S.DEC $lower door Must provide anualS and ductwork D, J and S 3 per testing required. NYS Energy Code TRUSS PL.ACARDING REQUIRE=D required s p .r ELECTRICAL NYS C de INSPECTION REQUIRED PLUMBER C,ER T FIC TIO F, ONLEADC TE TBEFORE Arm CERTIFICA T1 7 OF CC PA C) EDI W TE. SOLDER +� TEST iNG BEFORE CC1'",at r�!�Ja SUPPLY S TE CA N� T EX,(,,EED21f00F1% EAD. FLOOD ZONE-AL-&— z CO" PLY WITH C0.16TER 144 2 FL3a DAIiAGE P8EVE 4, w a , o W o: �D ARC ova' M. P0'�y/��C1 0 03745 �C34 FOF N ' PROJECT- ARCHITECTURE ROJECT:ARCHITECTURE ANTHONY PORTILLO R .A ,. ERIEDMAN .� �: . :. . 15400 MAIN ROAD 254 36TH STREET, SUITE s t 4awt,j MA7'"r1ITU 'r% K, N .Y. 11952 BROOKLYN NX, 112%34t% 350 MACDONALD ROAD MATTITUCK, NY 11948 LLC 0:516 . 214-0160 0 :716-572-4741. 0-J I DRAWING TITLE: 1*P1'd k_ 4-e lifl Pe rtd TITLE PAGE Lass w hoc- PAGE: mjAF IkE 'i DATE: 10/30/18 10179 • 4 CARPENTRY PLUMBING CODES AND REFERENCE STANDARD: �I� ��7 /� t�I I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 8"15) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL IT 15 THE CONTRACTOR'S RESPONSIBILITY oN$sIBILI✓iYl EC=I�I r-,ATT I�OI�S ANT BINDER OTHERWISE NOTED. SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY BUILDINGS BULLETIN 2008-005. MAINTENANCE CODE. O E I �E RA L 5a./M 5O L K Y : 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN T TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPEGIFIGATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION CONSTRUCTION MANUAL BY AF 4 PA. GENERAL PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" AND AT BASE OF VERTICAL WASTE PIPES. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER CODE5M w . S / BATTERY BACK-UP y 4. AT FLUSH FRAMING USE I6 6A5E METAL JOISTS HANOER5 BY "TECO" OR FOOT. EXISTING TO REMAIN 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL .O CARBON MONOXIDE ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. 6ENER.AL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: MECHANICAL CODE AND 2015 INTERNATIONAL FUEL 6A5 CODE. NEW WOOD FRAME (L.G. CO DETECTOR 5TRUCTURE/5ITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADER5 AND TRIMMERS AROUND ALL OPENINGS IN - DISH WASHER.........................................2" 5TL. WHEN APPLICABLE) FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES - LAVATORY...............................................2' NFPA 'TO AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. NEW HARD W I RED SMOKE AND CARBON BRICK VENEER O AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER/TUB..........................................2" SM/GO MONOXIDE DETECTOR COMBO U.O.N. - TOILET........................................................3" a NEW POURED CONCRETE w/ BATTERY BACK-UP 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - LAUNDRY .................................................2" OF THE OWNER/BUILDER 'T. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING - FLOOR DRAIN..........................................3" 0=21NEW/EXI5T. LOAD BEARING 50 G.F.M. EXHAUST 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" WALL S FAN w/ DAMPER SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROCEEDING ,THROUGH ROOF. WALL (EXIST. OR PRO.) TO HAVE WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONORETE TO BE 3-1/2" F.G. SOUND BATTS 50 G.F.M. EXHAUST P.T. 'T. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 EDFAN 4 LIGHT COMBP 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DRAIN COCKS AS REOV. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW w/ DAMPER UNLESS APPROVED BY THE ARCH ITEGT/EN6INEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. MIN. (2) 2"X4" STRUCTURAL ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND ® P05T FOR 4" WALL5 T. CONTRACTOR TO VERIFY DIMEN51ONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED (MIN. (2) 2"x6" STRUCTURAL BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. POST FOR 6" WALLS), U.O.N. APPLICABLE. b. DRY WELL5 A5 REGUIRED BY STATE AND LOCAL CODES. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REOULATION5. q. DO NOT SCALE DRAWIN55, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING 5GHEDULE ON PAGE A-1 AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 10. OWNEWBUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. m 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. D 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED �- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. NOR ANY POTENTIAL DAMAGE THEREOF. U ' PERMISSION FROM THE ARCHITECT. 14. PROVIDE 'XGROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS ASPHALT ROOFING 5HIN61-E5 �- 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED &-0" AND AT EVERY 8'-0". I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-CLA55-A ASPHALT ROOFING STRUCTURAL DESIGN LOADS = J RESPONSIBLE FOR DE516N INTENT ONLY. 5HIN6LE5 OR APPROVED EQUAL. U J 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A-2 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE USE LIVE LOAD DEAD LOAD Q , NOTED. ALSO, CONTRACTORS Of 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL TION TO APPLY GAF-WEATHER-WATCH ICE 16. APPLY ALL CONDITIONS ADORF55ED IN FASTENING 5GHEDULE AS AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK LINE. 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. EXTERIOR BALCONIES 60 psf 15 psf ,F BROOM GLEAN. 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I � N THROUGH A-3 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL CONSTRUCTION. DECKS 40 psf 15 psf LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN s� ' AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB SPECIFICATIONS. FLOOR SHALL NEVER EXCEED A 16' SPAN. ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 5. NAILING OF ROOFING SHALL BE TO GORE. p THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING COMPLETION OF PROJECT. AS PER PAGE A-I THROUGH A-3. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf PERMITTED 1"1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ROOMS OTHER THAN SLEEPING ROOMS 40sf 15 psf ARCHITEGT/ENGINEER6 , AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 22; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 7, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR p AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 2:12 PITCHES TO 4:12 PITCHES ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRU5HIN6, DIPPING, OR SOAKING UNTIL THE WOOD 5LEEPIN5 ROOMS 30 psf 15 psf THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE U5ED WITH P.T. LUMBER, 8. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6551. 5TAIR5 40 psf 15 psf INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, ITSELF INCLUDING THE LOSS OR USE R.ESULTIN6 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ASPHALT ROOFING SHINGLES GUARDRAILS AND HANDRAILS 200sf 15 psf WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING P CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY SHINGLES OR APPROVED EQUAL. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN IAE MIOROLAM 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 sf 12 psf FOR ATTIC PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE P I5 psf FOR CATH. PSL (PARALLEL STRAND LUMBER) DENOTES AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS JOIST McMILLIAN 2.OE PARALLAM LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEC.'s OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERVI SED BY THE CONTRACTOR 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE RACONSTRUCTION. FA/�' <E),*' : APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 CONTRACTORS v ACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PAGES A-1, A-2, 4 A-3. THE FASTENING SCHEDULE 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S AUTHORIZATION OF THE ARGHITECT/ENOINEER. SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING SPECIFICATIONS. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRANINC75 SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 5. NAILING OF ROOFING SHALL BE TO CODE. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.'5). �� I ®O TITLE PAGE PERTAINING ARE TO BE FIELD VERIFIED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REGIUIRED ALL EXISTING WORK 23. COLUMN SEARING AS FOLLOWS: WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 2:12 PITCHES TO 4:12 PITCHES 21. ALLIGATI RI UNLESS NOTED OTHERWISE. WALL w/STEEL SHIMS 4 A MIN. 3/4' OF NON-SHRINK GROUT SECURE w/ (2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® - I OO GENERAL NOTES 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 51TE WORK POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N)• UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE 2• VERIFY ALL GIVEN DATA ON DRAWINGS. THERE IS A DISCREPANCY, IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ RECEIVE CLARIFICATION FROM ARCH ITEGT/ENGINEER PRIOR TO PROCEEDING. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, H U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. e I O I SITE PLAN z FOUNDATION, CONCRETE AND MASONRY STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. w I. FOUNDATION, CO CR VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT w/ 6" R15E 4 w/ (2) s/4"4> BOLTS THROUGH CENTER LINE OF VERTICAL LEGS STOCKPILE ALL EXCAVATED MATERIALS. 2 APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SET 6' DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGES A-I THROUGH A-3. 0 5U13-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE OV THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLA55 WINDOWS AND DOORS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL A6200 HOEDOWN, ANCHOR BOLT, � 2. 67LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) 7ON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. Q STRAPPING & NAILING DETAILS � 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED ELECTRICAL: STRUCTURAL DESIGN LOADS 4. FOOTINGS TO REST A MIN. OF 4-O BELOW GRADE, UNLESS WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LAS5, I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM OTHERWISE NOTED UNLE55 OTHERWI5E NOTED. TO 2011 NATIONAL ELECTRIC CODE, NFPA-70 AND 2015 INTERNATIONAL ENERGY 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. CONSERVATION CODE. A-500 DEMOLITION PLAN 4. ALL 6LAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS SECOND FLOOR PLAN COMPLETION of WORK. UNTIL F TIER OF FRAMING 15 IN PLACE. �ARC 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 'T . FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DR.AWING5. ENERGY CONSERVATION CODE. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA"12: ROOF PLAN M.�( Pof j , - 6ENERALLY, VERIFY OR PROVIDE HARD WIRED O� 8. ALL OPENINGS FOR SEAM POCKETS, UTILITIES, ETC. TO BE FILLED 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR SMOKE I7ETEGTOR5 w/ BATTERY BACK-UP IN: JJ�� ��((� �� <� � SOLID WITH CONCRETE. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. j"°�®�-I'OO SECTION & DETAILS A. EACH 5LEEPING ROOM q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. B. OUTSIDE OF EACH SEPARATE SLEEPING N 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 28 AREA IN THE IMMEDIATE VICINITY OF DAYS OF 4,000 P.5.1., U.O.N. 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 THE BEDROOMS (GENERALLY THE HALLWAY) �,� 0374(35 „`O J� ) SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. II. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH G. EVERY LEVEL OF DWELLING �t-�®® ELEVATIONS OF (vE� q 11 MIL. POLYETHYLENE VAPOR BARRIER UNDER . ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RESISTANT 7IE5 - CHARACTERISTI05 ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PROJECT: (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA, AND EGRESS ELEVATIONS REGUIREMENT5. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENG1-05URE5 AND WITHIN STAIRWAYS SHALL BE I E D M AI^'�9 MAX, 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TEMPERED GLA55. 15. APPLY GOAT " TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. INSULATION I `� I I `� M I RESIDENCE FROM FOOT I 2 NG TO 2" ABOVE FINISH GRADE. GYPSUM WALL BOARD I. GYPSUM WALL BOARD 5Y5TEM5 SHALL BE OF A TAPE JOINT AND JOINT 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES COMPOUND METHOD. OO TS DWVWATER SUPPLY RISER / OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2. ALL GYPSUM BOARD SHALL BE 1/2"ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT(W.R.) AT BATHROOMS AND WHERE }� I G /� /� 350 MACDONALD ROAD 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY DEEMED APPLICABLE. }� I G I VY.J L/G 2015 TA5L I G ARCHITECT/ENGINEER. GOMFOI E I VT FROFER7I EJ GOM�1� J MATfITUCK, NY 11948 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS R-402 . 1 .2I&. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET WHERE EVER APPLICABLE. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING DRAWING TITLE: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. GENERAL NOTES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. MIN. R-20 AS PER TABLE 402.1.2 PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE EXTERIOR WOOD CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE: REINFORCING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS R-20 BATT OF NYS ENERGY CODE - YES TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FRAME WILL R-\/ALUE 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED CLIMATE ZONE 4 AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16' WIDE x 8" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND DEEP 4 3'-0" BELOW GRADE. ALL OPENINGS. 6. FASTEN OYP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. R-3B BATT t RIGID MIN. R-4q AS PER TABLE 402.1.2 INSULATION MECHANICAL CONNECTIONSFLAT ROOF R-VALUE RI I.2 OF NYS ENERGY CODE - YES PAGE: 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED : GLI MATE ZONE 4 Af FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED FOIL TO BE PLACED TOWARD WARM SIDE. WITH AN APPROVED EQUAL PRODUCT. ® s 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY NYSECG 402.1.3 AND TABLES 10 V AU 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION "SIMPSON" MANUFACTURER. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES U-\/ALUE= 0.250 402.1.1 AND 402.1.2 CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL WINDOW U-FACTOR AIR LEAKAGE 0.30 MAXIMUM U-FACTOR=0.35 YES FOUNDATION WATERPROOFING. LOADING VALUES, CONTRACTOR 5HALL CONTACT ARCHITECT IF ANY LOADING DATE: 10/30/18 VALUES ARE LE55 THAN WHAT 15 5PEGIFIED BY "SIMPSON" GFM/SF MAXIMUM AIR LEAKAGE= 0.302 OF 9 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - q" R-30 FOR FLAT CEILINGS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER GFM/SF - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 6. ALL FA5TENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - 5.25" R-21 FOR FLOORS T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. I ,A / I / I i< E3 lz;;�U EE / 1 � � 5 \ 213.02' i I i 1 1 \ I I � \ I 5�°03'31 " / \ i WOOD BULKHEAD / \ ,w EXIST. BRICK \\\ EXIST. BRICK I W PATIO \ / PATIO Ile LLJ 00, Q EXIST. WOOD DECK <,� / : ..: u IPA d EARTH <xY —— DRI VEWAY / A00, EXIST. I S'TRY /i s1TE LAYOUT NOTES: FF FRAME HOUSE mI. THIS IS AN AVER VERIFICATION SITE PLAN d IS 11511 / VER \ SUBJECT TO IFICATION BY A LICENSED SURVEYOR. THE INFORMATION / REPRESENTED ON THI5 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JANUARY 15,2015 AND PREPARED BY: / \ \ NATHAN TAFT CORWIN III 0/ \ / 1556 MAIN ROAD JAME5PORT N.Y. 1194? 10 \\ TELEPHONE: (651012-12040 \ Xj J REMAINS OF FRAME SHED 0 \ ul / \`` w 100, � / I \S )) I rn / o o EXIST. 1-1/2 STORY FRAME EXIST. BRICK < HOUSE "A I F.F.=6.42' PATIO :5� / EXIST/ BRICK WALK \ 20.31 31.5' EXIST. STOOP / / u ED Ap C,y�T 100, O 1 ' / � N n 1 1 EXIST. WOOD / STORY BUILD NO• — z 1 1 DECK NEW FLAT ROOF / 3740 O l 9T l C 1 SECOND F O F N � 1 1 cv FLOOR EXIST. MECH. / 1 1 RENOVATION \ ROOM 4 SHOWER / 0 1 \ PROJECT: i on FRIEDMAN 1 RESIDENCE 50.1' 1 \ 28.1' � �i �• Dp 350 MACDONALD ROAD MATTITUCK NY 11948 TAX MAP# 1000-145-04-14.1 d 14.2 DISTRICT R-40 (NON-CONFORMING) DRAWING TITLE: DESCRIPTION AREA G% SITE PLAN TOTAL LOT AREA 52,151.0 S.F. \\ EXISTING HOUSE "A" 1634.2 S.F. 5,1% EXI5TIN5 HOUSE "B" '159.1 S.F. 2.5% O \ EXISTING WOOD DECKS 501.2 S.F. 2.5% p � \ S EXI5TIN5 BRICK ON GRADE 1111.5 S.F. o 3.5% PAGE. p � TOTAL AREA OF ALL STRUCTURES 4341.0 S.F. 13.5% Q Y v STONE OIL MAXIMUM GOVERASE ALLOWED = 20% NEW IMPERVIOUS SURFACE AREA = '756 S.F. DATE: 10/30/18 3 OF 9 SITE FLAN SCALE: 1'-0" = 10'-O" }�I I ¢$ I LOAD FASTENINO SCHEDULE A SI` OSTRUT� OI`� DETAILS W I`tD OAD FAITH AN�H(�R 5OLT �jFEG � F I (jAT I ONS NOTE: TH15 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS G (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENT5, G,O I�lI�lF�T I O I`l DETAILS AND ROUGH OPENING FRAMING REQUIREMENT5) ALL NAILING 15 A GENERAL SPEC I F I GATI ON, IT APPLIES UNLESS NOTED OTHERWISE NOT TO 5CALE SPECIFICATION (WFGM TABLES 3.2A $ 3.25, P. 112) CONDITION RNER 6"-I2" FOR ALL STRUCTURES: I FASTENER SPEC. FASTENER 39" 5/e"41 ANCHOR BOLTS ® 3a" O.G. DESCRIPTION AND QUANTITY SPACING ROOF 4 GE I L I NCC FRAM I NO cv NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S WOOD JO I I. MIN. '1" EMBEDMENT INTO CONCRETE H/ 3" SQUARE WASHERS AND END NUT SETUP; CEILING J015T TO TOP PLATE (TOE-NAIL) REQUE5T SK IF NEEDED PER J015T BLOCKING 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL JOIST HANOE ` END TOP TWO COURSES SOLID CEILING JOI5T TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP CONDITION OI RDER/HEADS 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN b B 12 FROM ENDS AND CORNERS (TWO ® CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH W 1 TH O I RDER/HEADER WALL FRAM I NO w TYf=I GAL NA L N(/STRAFE= NC REOU I REMENTS FOR TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT UFL I FT/ SHEAR, $ LATERAL W ND RES I STAND w TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE F- V TYPICAL NAILING/STRAPPING REQUIREMENT5 FOR UPLIFT, SHEAR, 4 LATERAL WIND RE515TANGE STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. U J 0 HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES Q WALL STUD WALL STUD CONNECTION DI D2 4 BOTTOM PLAT BOTTOM PLAT TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD BATHTUB SUB FLOOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, :2-16d COMMON 1,2 PER FOOT DOUBLE JO I S DOUBLE JO I S AT STUD TO FLOOR ASSEMBLY ENDJOIST, or BLOCKING (PAGE-NAIL)TO SILL FLOOR FRAMINO PLATE(S) GONNECTION: J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER J015T FOR STRAP - 'a 8 d COMMON NAILS ® EA. ° ° END OF STRAP (WRAP STRAP UNDER SILL PL.) BRIDGING TO J015T (TOE-NAIL) 2-8d COMMON EACH END • FOR EA. PLATE TO STUD ABOVE d OR BELOW - _2 _1(0_ d COMMON NAILS BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE J0157 FOR NON-BEARI NO WALLS BLOGKING TO SILL or ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR EQUAL) ® PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON '. EACH J015T STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER J015T BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST K I NO STUDS BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT RAFTER GR I PPLE STUD ROOF SHEATH I NO STRUCTURAL PANELS: (SEE 5G,HEADER NAILINO/STRAFFIN @ WNDOW/ /OOR HEADER INTERIOR ZONE TH15 SECTION) ad COMMON „ EDOE 12" FIELD 8d COMMON b" EDGE / 12" FIELD TOP PLATE PERIMETER ZONE (4" O.G. ® GABLE JACK STUDS NOTATION: RAKE a. A- NUMBER OF Sd NAILS ® EA. END OF STRAPPING (3.1, P. 157-2001) GE I L I NO SHEATH I NO WALL STUD B- NUMBER OF 51LL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. 193 -2001) G- NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER (3.23G, P. 193 - ALTERNATE�.23D, PG. 194 -2001) G`(P5UM WALLBOARD �L5,cl COOLERS 7" EDGE / 10" FIELD D- NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE (3.7, P. 151 4 WORKSHEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, P191-2001) WALL SHEATH I NO TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION 'a' F- NUMBER OF I6d NAILS, END"NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) C (3.8, P. 15-1 bWORKSHEET -2001) STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD N B E FASTEN I NO 5GHEDULE B GYPSUM WALLBOARD 5d COOLERS 'T" EDGE / 10" FIELD w NINE) RESISTANT CONSTRUCT ON CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS E F [IN ACCORDANCE WITH WOOD FRAMEFLOOR SHEATH I NO (SUBFLOOR) CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI O RIDOE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: ui I" or LE55 ad COMMON 6" EDGE / 12" FIELD RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ROUGH A B G D E F G GREATER THAN 1" IOd COMMON b" EDGE / 6" FIELD p OPNG RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 1 1 1 1 1 W PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" (MIN,.) 6'-0" 5 I 3 3 3 3 IEDgRC REOUIRES (3) 2"x12 HDR (MIN.) M P HEADER-TO-JACK STUD 6520 @ 12" APPLY TO EACH JACK STUD 2 3 4 4 4 o� o 0- CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD r?says � SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE ��74 0) ITH 4� (USE W 5" SQUARE WASHERS) OF N, - USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECT0R5 FOR PROPER WIND RESISTANT GONSTRUCTION. CJI LIG NC OF TOI I LATE FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. PROJECT: TOP PLATE FRIED ITN SPLICE LENGTH TOP PLATE 5PLIGE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENT5 RESIDENCE CONTINUOUS BUILT-UP GIRDERS THREE OR t,�ORE SUFFORTS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BAG - , ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE BUILDING MINIMUM SPLICE"��4 BUILDING MINIMUM 5PLIGE"" BET4OF 1/b DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) STRUCTURAL DESIGN LOADS 350 MACDONALD ROAD d I/4 OF A CONNECTION IE ION DESCRIPTION ASSEMBLY REQUIREMENTS: MATTITUCK, NY 11948 PATTERN — WHEN GIRDER5 MADE UP OF JOISTS NAILED TOGETHER MAX.32" SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 12'-O" 2'-O"/2'-6" 12'-O" 3'-O" USE LIVE LOAD DEAD LOAD A (2)ROWS IOd NAILS• 12"O.G. F^ SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE - - SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6-O 3 O /3-9 I6-O 4'-0" DRAWING TITLE: B (3)ROWS IOd NAILS m 12"O.C. ' , P EXTERIOR BALCONIES 60 psf _ IS psf INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, 11 C (2)Rows 1/2" m 5OLT5• I2'O.G.STAGGERED; TWo_P1ECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-0"/5'-0" 20'-0" 5'-O" HOLDOWN, ANCHOR BOLT, DBL.® ENDS BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. DECKS 40 psf 15 psf D (2)Rows 1/2" m BOLTS 016'O.G. 24'-0" 44'-0"/5'-0" :241-0" b'-o" STRAPPING, & NAILING DETAILS NAILING: PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN STRUCTURAL DESIGN LOADS E (2)Rows In" m BOLTS• 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE „ BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf IS psf (2)ROWS 3-5/8"TRUSSLOGK 5GREWS • 12"O.G. E 1/4 OF A F SCREWED ON(U SDE of MEMBER ' . OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES - BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDER5 ARE 52'-0" 6 O /?-6 5:21-0" - 8 O G 11(2)ROWS 3-3/8"TRUS5LOCK SCREWS 6 16"O.G. TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf SCREWED ON(I)SIDE OF MEMBER _ „ PAGE: EACH END OF EACH JOIST, OTHERS STAGGERED w/ A 1.CONNECTION SP 6 2 LEN 6TH NAILS ASSUME TOTPPLATE-TO-TOP PLATEFOR SHORTER SPLICE 36-O' 7-O /8-9 36-O 9-O H (2)ROWS 3-3/8" IDE O ME Sc-RENS o 24"O.C. P DISTANCE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf SCREWED ON(U SIDE OF MEMBER LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO (2)ROWS 5"TRU55LOCK 5GREW5• 12'O.G. THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-0" 8'-O"/10'-O" 40'-0" II'-0" SCREWED ON BOTH SIDE OF MEMBER f�LT UP GIRDER p. MAX.32" THREE-PIECE GIRDER5 ARE TO BE NAILED w/ god NAILS SLEEPING ROOMS 30 psf I5 psf ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INGLUDING 2.TABULATED SPLICE LENGTH5 ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-0" 13'-O" K A- (2) ON BOTH SDE OF MEMBER "oG INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ 1N EXPOSURE B STAIRS 40 psf 15 psf L (2)ROWS 5"TRUSSLOCK 5-RENS• 24F"O.G. BETtAEEN V6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LEN5TH5 ARE BASED ON 8 FOOT WALL SCREWED ON BOTH SIDE OF MEMBER E 1/4 OFA HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 60-O I2-O /I5-O 60-O I6-O HORIZONTAL LINE. GUARDRAILS AND HANDRAILS 200 sf 15 psf LATERAL LOADS SHALL BE MULTIPLIED BY H/8; p FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE "10'-O" 14'-O" "10'-O" la'-O" -- DATE: 10/30/18 40179 FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 1.BEEAAMS 6 HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 206 NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 12 psf FOR ATTIC PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8'OR,SMALLER GIRDER. SO'-O" I6'-O" 80'-0" 22'_0" ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR CATH. 3 CONNECTION PATTERN 'B'WHEN 10"OR LARGER p, W WALL - 1.125 10'WALL- 1.25 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL- 1.3"15 OFFSET FASTENERGIRDER5 ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, S I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P 12'WALL - 1.5 THI5 COLUMN w/MULTIPLIER 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH FOR la-o"WALL NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL ASCE '1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) FLOOR PLAN NOTES GENERAL 5�**rME30L <E—Nr : ODOOR NOTE: I. INSTALL NEW INTERIOR DOORS WHEN GALLED EXIST. BATHROOM TO BE REMOVED; INCLUDING ALL EXIST. WINDOW TO 2 O _ EXISTING TO BE DEMOLISHED ED INSTALL NEW EXTERIOR DOORS WHEN GALLED FIXTURES BE REMOVED O HARD WIRED SMOKE DETECTOR OUT ON PLANS BY 'JELD-WEN' (OR EQUAL).OUT ON PLANS BY 'THERMATRU' (OR EQUAL). __ 3.DOOR TYPE TO SELECT BY H.O. w BATTERY BACK-UP EXISTING TO REMAIN 5M 4.INSTALL AS PER MANU SPEC.'s O CARBON MONOXIDE NEW WOOD FRAME (L.O. � i I I co DETECTOR FRONT ENTRY DOOR EGRESS NOTE: 1 1 I I �� �� I I I I STL. WHEN APPLICABLE) I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING I I I x I I II WHEN DOOR 15 OPEN q0° I I I �� �� I I NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x80" I I I I \ I I 1 I``` 9 WOOD FRAME (L.O. 5TL. 5M/GO MONOXIDE DETECTOR COMBO DR. (32" CLEAR WIDTH) I L�———— I 1 I WHEN APPLICABLE) w/ BATTERY BACK-UP 3.PROVIDE (2) 2"x8" HDR., U.O.N. _ I 4.JACK AND KING STUDS AS PER PAGE A-200 F I EXIST. 1 1 50 G.F.M. EXHAUST I BATHROOM III I I I � I 1I1I1I NEW FOUNDATION WALL Ej FAN w/ DAMPEREXIST. STAIR $ RAILING NOTE: OL.OI. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI I 1 111 Ir ( I I I 1 III 150 G.F.M. EXHAUST E MIN, a" Tr - RISERS SHALL BE CLOSED I I I III 1� �_i 1"� i ® MIN. (2) 2"x4" STRUCTURAL FL FAN 4 LIGHT GOMBP 2 NOT TIOOH ALLOWDPA IL 4 SPIN L 4' �ACINO ; I I I ILLA\ P05T FOR 4" WALLS w/ DAMPER 1 1 1 (MIN. (2) 2"xb" STRUCTURAL 36" HIGH HANDRAIL B SPINDLE SPACING NOT I I I I TO ALLOW PASSAGE OF A 4" 4) SPHERE L—J L__—__� POST FOR b" WALLS), U.O.N. 3. 6RIPPABLE RAIL AS PER CODE SMOKE DETECTOR / GO DETECTOR NOTES: I I I I O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I I I I I II EXIST./ CARBON MONOXIDE COMBINATION DETECTOR - PORGELAN05A UNLESS OTHERWISE SPECIFIED HARD WIRED TO EACH OTHER w/BATTERY BACKUP. EXIST. INTERIOR WALLS J 2.INSTALL ALL AS PER MANU. SPEC.s I I DOORS TO BE REMOVED 1 I TAG # LOCATION PRODUCT TYPE MFG MODEL SIZE/THK COLOR/FINISH QTY. NOTES 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I I I (TYP.) I I IN COMPLIANCE WITH LOCAL CODE I 1 ___ I 1 PI 1/2 BATH. TOILET - FLOOR MOUNT NK ONE PIECE TOILET ... WHITE 3 W I I -- I I O1. WINDOW NOTE: I I I (-———J I I BATH. N310I104g6 k ALL NEW WINDOWS DOORS SHALL BE I I EXIST. EXTERIOR WALLS TO I I M.BATH ? I ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, I I BE REMOVED I I BATHVANITY FOLK 41 41 3/ IU I I I I ©2 . " 8" x q E I 3/8CLJJ DOUBLE SINK OR GLIDING (AS NOTED); INSTALL AS PER MANU. I I I I ~ V SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN I I I 1 I ©3 BATH. 5TORA6E CABINET 4 MIRROR FOLK 41" Iq x 1/4LINO 2 WIN1/4" 6 " "GLASS WINDOWS AND DOORS" ON PAGE A-100 I I I 2.IF CASEMENT WINDOWS - ALL CSMNT WNDWS EXIST. ROOF TO BE I I MEDICINE CABINET U J SHALL HAVE STRAIGFfT ARM HINGE WHEN I I I I _____ REMOVED I 1 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE I I I I I ® 1/2 BATH. VANITY FAUCET URBAN SINGLE GIRL. CHROME 3 Q ? TILT WA5H I I EXIST. I I 1 I BATH. ; 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. I I I I BEDROOM I I 'jam? I I I I P5 BATH. SHOWER FAUCET NK LOGIC THERMOSTAT..3 WAYS CHROME 2 1 1 1 1 L—————-J 1 1 HAND HELD SHOWER MOOD SHOWER SET _ E6RE55 NOTE: I I I FLOORING TO I I RAIN SHOWER HEAD BELA 8" RAIN + 15" HORIZ. ARM IN COMPLIANCE WITH NEW YORK STATE BUILDING I I BE REMOVED I ��`•v. CODE,SECTIONSHALL SEIFOLLOTHEpOLLOWINO MEANS OF 1 I I i EXIST. EXTERIOR WALLS TO 1 P6 1/2 BATH. VANITY FOLK 24" 23 5/8" x Iq 3/SCE IEOR I BE REMOVED I ® 1/2 BATH. MIRROR FOLK 24" Iq 5/8" x 23 5/&TNO i NET CLEAR OPENINO........... 5.1 S.F. I I NET CLEAR HEIGHT............... 24" MINIMUM I I I MIRROR NET CLEAR WIDTH................. 20" MINIMUM I I I M BATH. SHOWER FAUCET NK LOOK TEM05TAT 3.WAY5 CHROME I I I EXIST. ROOF TO BE 1 RAIN SHOWER HEAD CEILING MOUNTED NK SHOWER SET - HANDHELD I I REMOVED 1 1 NK L061G 12" RAIN SHOWER HEAD WINDOW /DOOR FRAMING: I I O SEE PAGE A-200 FOR FRAMING I I I Pa M BATH. BATH TUB FAUCET NK L0610 FREESTANDING TUB FILLER CHROME I ELEMENTS AROUND DOORS AND I I I I WINDOWS (TYP. FOR ALL) U.O.N. O RESERVED EXIST. WINDOW TO TI BATH. FLOOR TILE 5TON KER CONCRETE C-�Yx 24" NATURE 55 s ft O RESERVED BE REMOVED cl <9> 2 BATH. 5HOWER FLOOR TILE 5TON KER CONCRETE 6SEV 12" NATURE 22 sclft O RESERVED MOSAIC 2" x 2" SECOND FLOOR DEMOLITION FLAN O BATH. WALL TILE WAVE WHITE NP 13" x40" 288 sgft A/C NOTE: I/2 BATH. VI44003g1 O 1. NEW 5 TON MITSUBISHI CONDENSERS d I _ , TON EVAPORATORS W/HEATING COIL SCALE: I/4 I - O T4 I/2 BATH. WALL PAINT BEN. MOORE AURA BATH s SPA - MATTE TBD 150 sgft 2.INSTALL LINES AS REOV FROM AIC O M. BATH. WALL PAINT BEN. MOORE AURA BATH d SPA - MATTE TBD 250 sclft GOND. A/C CONDENSER: O T6 M. BATH. WALL TILE TBD TBD TBD 145 sgft 1. INSTALL A/C CONDENSER 2. 51ZE CONDENSER BASED ON NY5 MECH. CODE. 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLIN6 OF ENTIRE GU. FT. 4. INSTALL CONDENSER ON GONG. PAD WINDOW SCHEDULE.. 9YM90L - -_ QUANTITI'-- - TYPE -- - -�I MANIFAGTVR�EIL MAN.GALLA DIMENSION ktKH OA PICTURE P40�55 E � 2'-11"x 3'-2• OB �2 PICTURE A SLIDING DOOR TW 6-0"x D'-0' OG TRANSOM KM410111 F '- 'x 2-4' OD �I CASEMENT GI6 ' 3'-O'x W-O" 1 OE PICTURE P5055 --w x NOTE: Z NO WORK ON FIRST FLOOR UNDER w THI5 APPLICATION. ALL WORK TO BE COMPLETED ON SECOND 0 O FLOOR. 0 NEW 4"x3" ALUM. NEW 4"x3" ALUM. NEW 4"x3" ALUM. 2-7'-4Y:2'. DOWNSPOUT (TYP.) 6"x3" ALUM. DOWNSPOUT (TYPJ DOWNSPOUT (TYP) Q GUTTER (TYP) ® BULKHEAD ROOF p 21'-4y2 It DG T NEW MASTER 0 4 5 BATHRO M IANT FL O NEW HEATING 3'-q" WALK-IN v v N s> GL o ryoy+to PI _43' OF N�� o m o .2 ti1"':1`-4'-0" 3 Q SLDR DN 3'2x10'2 5LDR M�qN I 5 PROJECT: FRIED AN 41 = 5 1 2 5 1 q _ cV w Q 2668 x 2 `t 5M/CO EXIST. STAIR DOWN A-5 _......._......._._.__.....-- -_..- A-500 ---------_-.-- .._.. O REMAIN.(REFINISH-_...... ._.__- .. ..........._. A-500 _._ry ........._ A-500 A A REFI®E�JCE r 3 N W 11 1/8" 230 TJI WI 5 1ILI NEW JULIET 4 5 T6 R.R. ® 16" O.G. RAILING m � NEW FLAT ROOF 350 MACDONALD ROAD 5 4 1 r MATTITUCK NY 1194.8 N TI NEW MASTER ;,�_ /_ X _ OO SUITE V a r 4 s Pa r o ° DRAWING TITLE: Q DEMOLITION PLAN SECOND FLOOR PLAN e 5 4 ROOF PLAN 1 Q' NEW 11 1/8" 230 TJ WI D R.R. ® 16" O.G. �r PAGE: X: 5 NEW JULIET RAILING 5 4 t 8 -300 8'x8' SLIDING DOOR FIXED PANEL NEW 4"x3" ALUM. 6"x3" ALUM. 3-2y " 13'-434" DOWNSPOUT (TYP) GUTTER (TYP) 2 ROOF PLANDATE: 10/30/18 5 OF 9 �.--- JECOI VE,-) FLOOR FLAN 5GALE: 1/4" = I'-O" SCALE: I/4" = I'-O' SECTION NOTES 5E0710N N07E5 O1 4 NEW -50C, BATT. INSUL. IN NEW FLOOR SYSTEM;PER X15TINO DOOR RESERVED O 2015 IRC, ENERGY CODE TABLE R402.1.2 2X BLOCKING A5 NEEDED 5/4"PLYWOOD BACKING BETWEEN EXISTING O TYPICAL EXTERIOR WALL 00N5TRUCTI0N: 5TUD5,BEHIND REPLACED 5HEATHIN6 AND O RESERVED SEE NEW 5IDIN6 NOTE 5I0IN6 • UPON "TYVEK" HOUSE WRAP (OR EQUAL) g UPON 1/2" GDX PLYWD. 5HEATHIN6X w (BLOGKIN6 ® ALL PLYWD SEAMS) Lu ONEW ROOFING NOTE: • 2"xb" STUDS ® 16' O.G. w/DBL. TOP PLATE „ I. ALL EXISTING ROOFING, FIBER PANELS $ BUILDING FELT • MIN. R-19 FIBERGLASS IN5UL. w. V.B., U.O.N. SHALL BE REMOVED • 5/6" GYPSUM BD. WALL FINISH ® ® T.5H M 2.INSTALL NEW FLAT ROOF MEMBRANE PER DETAILS. 5/4"DIA.5"LAG SGREPO) 5.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) 4, TMP ALVANIZED,AS NEEDED PER RAIL 4.INSTALL DRIP EDGE AS REQ'D O NEW SIDING NOTE: 6" TYP. VIF SPECIFICATIONS 5. INSTALL ALL AS PER MANU. 5PEC.'5 I. ALL EXIST. 5IDIN6 d FOAM SHALL BE REMOVED PREFABRICATED STEEL GUARD RAIL. 2.INSTALL NEW 6" EXPOSURE GEMENT FIBER BOARD LAP 5IDIN6 BY "JAMES HARDIE - HARDIEPLANK" TO BE APPROVED BY HOME OWNER AND (OR EQUAL), OVER PLAN DETAIL A-A ARCHITECT 5."TYVEK" HOUSE WRAP (OR EQUAL) 4.INSTALL ALL AS PER MANU. 5PEG.'s 5. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5 6.5IDIN6 SHALL EXTEND TO TOP OF FOUNDATION FOUNDATION WALL 6 1/4"WIDE FIBER GEMENT LAP 5IDIN6 W/ EXI5TIN6 ONCEALED FASTENERS BY JAMES HARDIE W EXT. ALL'I I OR APPROVED EQUAL T.SHIM 1/2"DIA.5"LA6 5CREW(5)GALVANIZED,A5 NEEDED PER RAIL SPECIFICATIONS W PREFABRICATED STEEL GUARD RAIL.TO BE APPROVED BY HOME OWNER AND ARCHITECT TYVEK HOUSE WRAP OR APPROVED EQUAL C� REPLACE 5HEATHIN6 WHERE REMOVED TO L J - INSTALL BACKING AND BLOGKIN6. /4"PLYWOOD BAGKIN6 FOR RAILING 5UPPORT = J m 1 U J X 2X BLOCKING BEYOND AS NEEDED BETWEEN Q < EXISTING STUDS I = I"RI6I0 INSULATION BETWEEN I"WOOD FURRING FINISH 5TRIP5(FASTENED AT STUD LOCATION) FLOOR T.SHIM NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR I/2"DIA.5"LAG%REW(S)GALVANIZED,A5 NEEDED PER RAIL SPECIFICATIONS , . EQUAL); INSTALLATION, LAPPING OF SEAMS, AND ;° SEALING OF EPDM MEMBRANE AS PER MANU. 45TIN6 BOTTOM PLATE ` SPEC.'5. PITCH TO GUTTER AT REAR OF BUILDING NEW I" RIGID INSULATION NEW " PLYWOOD r ADHERED TO DECKING ROOF DECKING JUL I F-T 5ALG0NY 17F-TA I L GALV. DRIP-STOP EDGE NEW TJI ROOF NEW " GYP. BD. RAFTERS PERIMETER OF ROOF INSULATION WRAPPED IN VAPOR BARRIER ROOF 1=DOE 171=7AI L A-400 SCALE: I" = P-O" 2 -50 N NEW FLAT ROOF z ELEV. +21.7' - -------------- — w w NEW R.R. AS PER PLAN O U 4 6 NEW HEADER ABOVE Q ALL WINDOWS d o DOORS A5 PER PLAN (TMP.) O O �'DSLID�ING 2X6 SILL PLATE O OOR ® WINDOWS. I SECOND FLOOR NEW MASTER BEDROOM ��5 M,•. ` TUB CU �Z• 0 5ECOND FLOOR FINISH ,4'"rat SISTER EXIST. F.J. NEW WHITE DUROLAST EPDM ROOF MEMBRANE (OR -- -- -- EQUAL); INSTALLATION, LAPPING OF SEAMS, AND �374�y SEALING OF EPDM MEMBRANE AS PER MANU. NEW METAL GAPS SPEC.'S. PITCH TO CUTTER AT REAR OF BUILDING y0� FOF NES NEW PARAPET NEW I" RI61D INSULATION NEW J" PLYWOOD WALLEXIST. FIRST FLOOR ADHERED TO DEGKIN6 ROOF DEGKIN6 NEW CANT OUT EXIST. EXIST-1 EXIST, PROJECT: NEW WOOD SHOWER BEDROOM HALLNA4BEDROOM BLOGKIN5 F R I E D M A N NEW R-300 INSULATION FIRST FLOOR FINISH i RESIDENCE ELEV. +I.S EXIST. F.J. TO REMAIN AVG_. GRADE EXIST. GRADE EXIST. GRADE NEW Til ROOF NEW " GYP. BD. ELEV. +0.0' RAFTERS CRAWL SPACEPER350 MACDONALD ROAD INSULATIONIAPED MATTITUCK, NY 11948 IN VAPOR BARRIER DRAWING TITLE: SECTION A-A & DETAILS 2 ROOF EIDOE 17PETA I L A-400 SCALE: I" = I'-O" PAGE: SEDT I ON A/AA-4 0% 0 SCALE: 1/4" = I'-O" DATE: 10/30/18 6 OF 9 P 1NVOW 50HEVUL.E " SYMBOL QUANTITY TYPE MANUFACTURE MAN.GALL« DIMENSION VMH O �I PICTURE P4055 2'-II'x 5'-2' OPICTURE 4 SLIDING DOOR THD 6'-0'x 7_'771 OC TRANSOM HYR410111 5'-0'x 2'-4' OD I� CASEMENT G5 2'-0'x 5'-0' i OPICTURE PSOSS S'-0'x 5'-4' NEW SIDING — SEE LAJL — NOTE ® 5EGTION F— U W F- U SLIDING 0 O 3 J DOOR NEW RAILING;lu N L 5EE DETAIL FOR ATTACHMENT fi_ + y4 .s FLOOR FINISH 50U7H ELEVA71ON (FRONT) 50ALE: 1/4" = P-O" z w 0 U Lil Q O W _ _ M p. NOTE ® 5EGTION 9 0 OF N -500 -- -- — — -- -- NEW RAILING;----•—_" --" -- _ 5EE DETAIL FOR ATTACHMENT PROJECT: ERIE® MAN RESIDENCE 350 MACDONA LD ROAD MATTITUCK, NY 11948 EEIDRAWING TITLE: ELEVATIONS PAGE: EAST ELEVATION (RICHT) A-500"' 5GALE: 1/4" = I'-O" DATE: 10/30/18 7 OF 9 lN1NDc�W SGHEDUL.E.. `` ,; SYMBOL QUANTITY TYPE MANUFACTURE MAN.CALL» DIMENSION YMH OA �I PICTURE P4055 IF 2'-II'x S'-2' k OB PICTURE{SLIDING DOOR W-O'x V-0' OG �2 TRANSOM KTR.410111 S'-0'x Z1-4' OD �I CASEMENT 0I5 ��2'-0'x 5'-0' OE PICTURE P,-- I 5'-0'x 5'-4' ...,.,,,a...._._._....». yW LL y W SEE NOTE ® SECTION ` is d� NORTH ELEVATION (REAR) 50,4LE: 1/4" = I'—O" z w O U w Q D w 'SRC ) E �I E ® NOTE ® SECTION ` F nv EXI5TINO CHIMNEY \ OI TO REMAIN PROJECT: FRI E® A I=INI5 RESIDENCE _. 350 MACDONALD ROAD MATTITUCK, NY 11948 DRAWING TITLE: ------ -- --- ELEVATIONS PAGE: NEST ELEVATION (LEFT) SCALE: 1/4" A-50"41 ---------f- DATE: 10/30/18 8 OF 9 r i W k AI 1� U � w ~ U X J U - J 4" FRESH AIR VENT THROUGH ROOF I I I I MODIFIED I MASTER SUITE MODIFIED NOTE: MASTER SUITE FULL BATH I FULL BATH ALL PLUMBING WORK IY :211 - I (Y SHALL CONFORM TO ci0 --r------ r-- --1 r I ci Q4 q4 LOCAL PLUMBING CODE p i 2 11 1 IL 2" 111 :211 :21 LL I2 1 j I PROVIDE "ABESGO FP200 FR Q 1 XO I I I I EXPANDING FOAM (OR EQUAL) z Q4 Q4 1 1 I I U I 1 I I AT ALL PENETRATIONS IN FIRE v Q4 I LEGEND RATED WALL5 AND w I K 31 �K i �0 I IU I I FLOORS/CEILINGS. PRODUCT = Iv v TI W - z I - ____ HOT ATER I TUB 15HOWER 2 2 I CONFORMS TO ASTM E 814, NI I� TUB Nl �ry SHOWER iy l �� N I �Q- a - SUPPLY A5TM E 84, AND UL 14"19 - - - F===q -I I -1 G.O. 3.. ------------------------ - - --------- 2 2 q GOLD WATER I ..-..-..-..-..-..-..-..�y.-..-..-.. - .-.. _._.. __..�y.-..- .-..-..-..-.. f--..-..-..—� SUPPLY CONNECT TO I NOTE: EXIST. WATER PROVIDE "ABESCO FP200 FR ALL PLUMBING WORK SUPPLY SYSTEM I EXPANDING FOAM" (OR EQUAL) SHALL CONFORM TO j AT ALL PENETRATIONS IN FIRE R, LOCAL PLUMBING CODE I RATED GEIL NASD PRODUCT O O EXIST. GLEAN O j CONFORMS TO ASTM E 814, 3" OUT AS REQ'D H i ASTM E 84, AND UL 14"I9 N EXIST. F.A.I. TO N IL REMAIN (V.I.F. L 1 ABOVE DFE) j I 411 I O O I U U I- 4" HOUSE v►- 0 0 MAIN DRAIN 0 v �T- R 411 N� IL Q O N HOUSE TRAP I p U IL 0 IL Q j ul w Q� N v G.O. N V I w I � I „ I 4 TO 5 M TO R I r5 PP YER D ARC�,` Q sw d ,C 446 A04 OF tj FLUME31NO RISER - DRAIN / NASTE / VEN7 FLUM51 NO RISER - SUPPLY' SCALE: NTS SCALE: NTS PROJECT: FRI E® AIV RESIDENCE 350 MACDONALD ROAD MATTITUCK, NY 11948 DRAWING TITLE: DWV/ WATER SUPPLY RISER PAGE: Lm JL%0` DATE: 10/30/18 9 OF 9