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HomeMy WebLinkAbout42919-Z Town of Southold 2/12/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 i CERTIFICATE OF OCCUPANCY No: 41058 Date: 2/11/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 525 Old Salt Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 144.-5-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2018 pursuant to which Building Permit No. 42919 dated 8/3/2018 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: alterations and additions, including second floor deck, to an existing one family dwelling as applied for per ZBA#7173 dated 7/19/2018. The certificate is issued to Geraci,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0047 12/13/2019 ELECTRICAL CERTIFICATE NO. 42919 11/8/2019 PLUMBERS CERTIFICATION DATED 11/8/2019 Waes#�Vtelbano A o ed i ature sntfi TOWN OF SOUTHOLD BUILDING DEPARTMENT CA a TOWN CLERK'S OFFICE "oy • 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#: 42919 Date: 8/3/2018 Permission is hereby granted to: Geraci, Michael 525 Old Salt Rd PO BOX 557 Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for per DEC & Trustee Non-Jurisdiction letters and ZBA approval. At premises located at: 525 Old Salt Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 144.-5-17 Pursuant to application dated 7/31/2018 and approved by the Building Inspector. To expire on 2/2/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $550.00 CO -ADDITION TO DWELLING $50.00 Total: $600.00 Bu ing 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 9,195')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. `�)—S_ Is� New Construction: Old or Pre-existing Building: (check one) Location of Property: "b215 b eA ?)c&A- eoa n I�_ ��� +0�I House No. Street Y�l `Hamlet IC_ Owner or Owners of Property:_ ; L��Q Q �� cxC Suffolk County Tax Map No 1000, Section 4`A Block Lot L� Subdivision (� Filed Map. Lot: Permit No. ti-1-1 Date of Permit. Applicant: -(oO�t2 Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ,2 _ Applicant Signature ®��pE S®Ujy®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(D-town.southold.n us Southold,NY 11971-0959 y' ®lyc®UNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Michael Geraci Address: 525 Old Salt Rd city.Mattituck st: NY zip: 11952 Building Permit#. 42919 Section 144 Block 5 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Arlington Electrical Cont. License No: 41114-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 22 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower 4 Range Recpt Bath Exhaust Fan Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2 Switches 19 Twist Lock Exit Fixtures Combo SD/CO 2 Other Equipment Notes. Second Floor Dormer, Front Entry Wiring and Two New Mini-Splits Inspector Signature: Date: November 8, 2019 S.Devlin-Cert Electrical Compliance Form xis VV R Town Iran Annex ,: ld i Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 `Q - BUILDING DEPARTMENT} —'' '�a is TOWN OF SOUTHOLD FEB 4 2020 CER-TIFICATI-O-N 's Y Date: Building-PermitNo. j Owner: ..6\1 .__. �C- Qq,_ lease-rint ' Plumber: -_.�J-C'kM e (Please print) 4 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. f f i _ f i - (Plumbers Signature-) Sworn to before me this c� da of vemr 20�_ - : - - ' i - 4 . i Notary Public, 1 :County BARBARA MONTALBANO i NOTARY PUBLIC-STATE OF NEW YORK No. 01 M06235582 4 Qualified In Suffolk County My 00ommisslon Expires February 141h,20,ZZI ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 ua Brooklyn Office:204 25a'St,Suite 203,Brooklyn,NY 11232 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 161h,2019 RE:Geraci Residence 525 Old Salt Road Mattituck, NY 11952 To Town of Southold Building Department: I conducted a site visit at 525 Old Salt Road, Mattituck, NY to inspect the framing,strapping and insulation. Based on my inspection the framing,strapping,and insulation was installed to meet NYS Building Code and the architectural plans.If you have any questions, please feel free to contact my office. Sincer I , Antho Portil o, RA, LEED AP D Aq M A �� * Q � O N�9 % o3740y JAN 3 1 2020 Of SOUT'yo # TOWN OF SOUTHOLD BUILDING DEPT. °`yoou765-1802 INSPEC ION -- [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS: P L UY STmp,p 14 4 TA P DATE Y°� INSPECTOR soulyolo * * TOWN OF SOUTHOLD BUILDING DEPT. °ycoum, 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. L [ ] [ ] [ ] 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 �� �� INSPECTOR7� aOF sour, # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FdUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 5pecTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: 0� w cD r �WA Xy DATE I t INSPECTOR SO//TyO ,`0 6 # f TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 p INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL)Domer, [ ] CODE VIOLATION [ ] PRE C/O REMARKS: JAJ it t!�katl cl 6) so 0` -kc)/ 4oW4n clov 9"11-2 C 4A1111 ,01 Lel) DATE INSPECTOR { �� OE so(/lyo� * TOWN OF-SOUTHOL-D BUILDING DEPT. �ycoN�' 765-1802 INSPECTION '- -FOUNDATION 1 ST [ /ROGH PL13G. FOUNDATION 2ND- [ LATION/CAULKINGFRAMING/STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . JkI - W v f - �► vwt , DATE INSPECTOR FOUNDATION(IST -\, ROUGH FRAMING& W-I PLUMBING INSULATION PER N.Y. —a 2awo XfWd',I STATE ENERGY • 1 • 11 . • �I• \ '' . :lit 0 Am WE �. Ma ►;; Tom, 1 • V'1 �r, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL.�; laird of Health SOUTHOLD,NY 11971 J4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 V Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form Y.S.D.E.C. V Trustees V C.O.Application Mood Permit Examined 20 (1Single&Separate DRc �r,��IIVE Storm-Water Assessment Form D Contact: Approved 20 s��� Mail to: r C_0Disapproved a/c Expiration ,20 TOWN OF O * OI•D Phone: (co 3►��aq 52 sq,) � C3��� Buil 'ng nspector D JUL 3 1 20g� PLICATION FOR BUILDING PERMIT Date �Gt�t�r� J , 2012) INSTRUCTIONS 't 07, a. This ppplication 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) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder F,tirE Name of owner of premises ' L��,o CZ C)py-0,C-A,— (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 f 14L4 Block 0`5 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 Qf'\,g b. Intended use and occupancy 'Dy\.g- Vco5 i a2 n C.,e_ C----40 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 49)D"000 9)D 0700 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front (_0&,5' Rear 2 . > ,C' Depth 2- ' Height Number of Stories 2 Dimensions of same structure with alterations or additions: Front C63, Rear 13 .o' Depth 45.2' Height °2 I. 0' Number of Stories 12- 8. Z8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front `�3.U*' Rear I l c ® l01' Depth 9�4-4•30 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated V,-4o 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO—X-Will excess fill be removed from premises? YES NO 14.Names of Owner of premises O pro,cam. Address_525 old Salo Rd.Phone No. Name of Architect AfAAnvn.i1 �cx�-;�10 Address f4koc) k ta; " t-,�-A Phone No(�icy')S1 2-4-iU 1 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Iw �NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES _NO * 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 NOy * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S iAf&l being duly sworn, deposes and says that(s)he is the applicant (Name of individua signing contract)above named, (S)He is the �� (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of J 9! 20 1'3 Lori T McBride NOTARY PUBLIC,STATE OFVEVI'YORK Registration No.OIMC6368447 Notary Public Qualified in SU1119-11TCOURLY Signature of A licant Commission Expires December It.2021 g Pp Michael J.Domino,President ��0f SOUryo Town Hall Annex John M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams O Fax(631) 765-6641 �ycou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 26, 2018 Brooke Epperson AMP Architecture LLC 15400 Main Road Mattituck, NY 11952 RE: MICHAEL GERACI 525 OLD SALT ROAD, MATTITUCK SCTM#: 1000-144-5-17 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 and re-framing of the existing foyer roof, 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 z from your project. Such precautions may include maintaining adequate work area 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, —fir Michael J. Domino, President Board of Trustees MJD:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DMsbn o/Erwironmontal Pormus,Roolon 1 SUNY a Stony Brook,50 Circle Road.Stony Brook,NY 11790 P;(631)444-03651 F:(631)4440360 www.dec.ny.gov LETTER OF NON-JURISDICTION -TIDAL WETLANDS ACT February 23rd 2018 Michael Geraci PO Box 557 Mattituck, NY 11952 Re: DEC# 1-4738-02991/00004 Geraci Property—525 Old Salt Road, Mattituck, NY 11952 SCTM# 1000-144-5-17 Dear Mr. Geraci: Based on the information you have submitted; the New York State Department of Environmental Conservation has determined that: The existing bulkhead is functional, more than 100 feet in length and existed prior to August 20th 1977,as evidenced on NYSDEC's Tidal Wetland Aerial Photomap#706-538 and as shown on the plans prepared-by AMP Architecture on February 16th 2018. Therefore,the property landward of the bulkhead is beyond the jurisdiction of Article 25-(Tidal Wetlands)and no permit is required for work landward of this structure. Your check, numbered 1187, for$200 will be returned to AMP Architecture. 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 R r Evans P it Administrator das cc: AMP Architecture BMHP file TWYORK Departrnentof- - Emkonmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 15, 2018 TO: Brooke Epperson (Geraci) 15400 Main Road Mattituck,NY 11952 Please take notice that your application dated March 5, 2018: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 525 Old Salt Road, Mattituck,NY County Tax Map No. 1000 - Section 144 Block 5 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 20,414 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 front yard setback of 40 feet and a rear yard setback of 50 feet. The proposed construction has a front yard setback of f39 feet and a rear yard setback of ±36 feet )k Authorized S ture 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. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 15, 2018 AMENDED: March 20, 2018 TO: Brooke Epperson (Geraci) 15400 Main Road Mattituck,NY 11952 Please take notice that your application dated March 5, 2018: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 525 Old Salt Road, Mattituck,NY County Tax Map No. 1000 - Section 144 Block 5 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 20,414 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 front yard setback of 40 feet and a rear yard setback of 50 feet. The proposed construction has a front yard setback of 38.1 feet and a rear yard setback of 35.3 feet This Notice of Disapproval has been amended to reflect the revised site plan received on March 20, 2018. Authorize ig ature 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. 7 ti - BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF S�U�yO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CA Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI,YCnuIdN Southold,NY 11971 ECEVOhttp://southoldtowmy.govK"ONING J U L 2 6 2016 BOARD OF APPEALS TOWN OF SOUTHOLD BUILDING DEPT. Tel.(631) 765-1809•Fax (631)765-9064 RECEIVE® �-')j7T'�TGLD let PUL 2 6 201 FINDINGS,DEUBERATIONS AND DETERMINATIO Q. MEETING OF JULY 19,2018 ZBA FILE: 7173 S thold Town Clerk NAME OF APPLICANT: Michael Geraci PROPERTY LOCATION: 525 Old Salt Road,Mattituck,NY SCTM#1000-144-5-17 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 thru A 14-23, and the Suffolk County Department of Planning issued its reply dated March 26, 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 June 19, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is located at 525 Old Salt Road, Mattituck,N.Y., has a total area of 20,414 square feet, and is an oddly configured corner plot. The northerly property lines measure 134.46, feet, the easterly property line measures 170.47 feet, the curved property line located at the southerly and westerly portion of the parcel measures approximately 292.00 feet The parcel is improved with a single family two story residence with an attached two car garage, existing gazebo and a fish pond in the rear yard. The parcel also has a bulkhead and dock for the community boat dock, and basin on James Creek adjacent to the northerly and easterly line of the property as shown on the survey map by John T.Metzger,L.S. dated November 23,2009. BASIS OF APPLICATION: Request for Variance(s) from Sections 280-124 and the Building Inspector's March 15, 2018, Amended March 20, 2018, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling; at; 1) less than the code required minimum front yard setback of 40 feet; 2) less than the code required minimum rear yard setback of 50 feet; at: 525 Old Salt Road (adj.to James Creek, Mattituck,N.Y., SCTM#1000-144-5-17. RELIEF REQUESTED: The applicant requests variances to construct a second story with deck addition to an existing single-family dwelling with a front yard setback of 38.1 feet where the code requires a front yard setback of 40 feet and a rear yard of 35.3 feet where the code requires a minimum of 50 feet The second floor additions Page r,July 19, 2018 #7173, Geraci SUM No. 1000-144-5-17 and alterations will include a new bathroom, a deck, a modified bedroom and modified office with a mechanical room and storage as shown on the site plan prepared by Architect, Anthony M.Portillo, dated March 14,2018 ADDITIONAL INFORMATION: Included in the application is a letter addressed to the applicant's representative, dated February 26, 2018, from the Southold Town Board of Trustees, stating that the site plan for proposed alterations and additions to the second floor of the home and the re-framing of the existing foyer roof, which will occur within the existing footprint of the existing house, is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland and Chapter 111 of the Town Code. In accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area(Chapter 111)no permit is required. Prior Certificates of Occupancy were granted to the property in 1986 for an addition and in 2009 for an enclosed porch and attached two car garage. Furthermore a Certificate of Occupancy issued to the applicant dated March 26, 2012-for as built renovations to the dwelling. No letters or testimony at the public hearing by any neighbors objecting to the requested variances has been received. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5,2018 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)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant resides in this small community which enjoys a dock and boat basin that runs adjacent to the applicants' property in the rear yard. The community also abides by its' own covenants and restrictions to which all homeowners must adhere to. The proposed second story and deck addition maintains the character of the neighborhood which consists of many two story dwellings. 2. Town Law §267-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 as built dwelling has non-conforming front and rear yard setbacks so a second floor addition with deck will also require variance relief. 3. Town Law &267-b(3)(b)(3). The variances granted for the front yard setback is not mathematically substantial, representing 4.7% relief from the code. The variance for the rear yard setback is mathematically substantial at 29.4% relief from the Code. However, all of the proposed construction is within the footprint of the as built dwelling and the existing front and rear yard setbacks are more nonconforming than what is being proposed. 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 and the Board of Trustees of the Town of Southold have determined that no permit from them is needed (see additional information above). 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 a second story and deck addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page a3,July 19, 2018 #7173, Gerad SUM No. 1000-144-5-17 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 Acampora, seconded by Member Lehnert, and duly carried,to GRANT the variances as applied for, and shown on the site plan (SP 1), and floor plans and elevations (A 1-4) prepared by Architect Anthony M.Portillo and dated March 14,2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a new drywell along with proper leaders and gutters to insure compliance with the storm water management That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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 exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Dantes was absent) Leslie Kanes Weisman Chairperson Approved for filing / a� /2018 a P SCeLC A. RussellJ� SuMa��G 5 tOIKIMI ATTER, CSIJY'hRVISOR o SOUTHOLD TOWN HALL-P_O.Box 1179 ZZAWA" `A G]EACE1 '7[' m 53095 Main Road-SOUTHOLD,NEWYORK 11971 �� 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET _ ( TO BE COMPLETED BY THE APPLICANT) ------------------ nOFS =s PROJECT IWOLVE ANY OF TM FOLLOWING Yes No (CHECK ALL THAT APPLY) i ❑ A. Clearing, grubbing, grading or stripping of land which affects more s than 5,000 square feet of ground surface. : B. Excavation or filling involving more than 200 cubic yards of material within any parcel or,any contiguous area. ' E10-C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. El[23 D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑1N E_ Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse_ 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. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, - 'gna ontaetinf'ormation,-Date-t-Count,-Tax—Map- Number!Qapter--236-does--not--apply-ta3tour-.projee If you answered YES to one or more of the above,please submit Two copies of a Storm-water Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT_ (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date- District ateDistrict I NAME Section Block Lot i'OR BUILDING DEPA TINIEli f t�SE ONLY Cemaci Information: (-.Q�> �-�'-�2 3�j?j .7dkyhpKNmnW- - - — — — — — — — — — — — — — — — — PeviewedBY_ Property Address / Location of Constl-uction Work" — — — — — — — — Dale_ S_5—/ rel= CJ ©1 �, (� Approved for processing Building Permit. �^'� Stormwater Nlanagement Control Plan Not Required �7Siormwaier 1vlanagement Control Plan is Required. LFY!"(Forward 1 0 0 o Enotneenn� Department for Review-) FORM = SNICP- TOS MAY 2014 O�S11FFt1( �o BUILDING DEPARTMENT-Electrical Inspector G� TOWN OF SOUTHOLD C= Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert0D-town.southold.nV.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: George Ovalle Date: 11-29-18 Company Name: Arlington Electrical Contracting,Inc. Name: George Ovalle License No.: ME 41114 email: george@arlingtonlightandpower.com Address: 111 Woodland St.East Islip NY 11730 Phone No.: 631-256-8521 JOB SITE INFORMATION: (All Information Required) Name: Mike Address: 525 Old Salt Rd.Mattituck Cross Street: Sailors needle Rd. Phone No.: Bldg.Permit#: 42919 email: Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Dormer: 25 Lights, 10 switches, 16 Outlets,2 Smokes, 1 Smoke/carbon Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: RougF in request PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs Q< �. APPLICANT (Prnperry Owner, Design Professional,Agent,Contactor,Other) S'C.T.M, i—°°° CHAPTER; 236 Stormwater Management Control Plan C ECK LIST NAN1E• ��(Of�IC_2 _ section Block Lot a S MC P -Plan Requirements: Provide ONE copy of the Building P rmit Appltcatlon. YL•,,r„YHpI 7 Date, S t n1 * The applicant must provide a Complete Explanation and/or Rea n for not providing " T,,•, „�,�,, "U all Information that has been Required by the fogowing Checklist! I. A Site Plan drawn to scale Not Less that 69 to the inch MUST If You answered No or NA to any Item, Please Provide Ji tificatlon Here! show all of the following items: YES NO NA If you need additional room for explanations Please Prov e additional Paper. a. Location & Descript•lon of Property Boundari pRAIiUAGE b. Tota! Site Acreage, Contact TOS Engineering a - c. Existing - Natural & Man Made Features with n 500 L.F. Backfill, OR Provide Engineer s Of the Site Boundary as required by '3 zss-I7(c)( ), that the drainage has be.en installed d. Test Hole Data Indicating Soil Characteristics&Depth tc Ground Water. cilI e, Limits of Clearing & Area of Proposed Land istul bance, f, Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structure roads, ! driveways, sidewalks, drainage improvements &utilities. 11. Spol Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and dis harge ring. ( , C>, i. Location of proposed Soil Stockpile Areas, V 11=1- k, Location of proposed Construction Entrance/Staging A ea(s), I Location of proposed concrete washout al-ea( , 0 171, Location of all proposed erosion&sediment control me ures. Fi= 2. Stormwater Management Control Plan must Include Calcul tions showing qFDIMENT CONTROLS that the Stormwater improvements are sized to capture,sto e,and Infiltrate on-site the run-off from all impervious surfaces generated limited to: I P g y a two(2")Inch , rainfall/storm event, A vvell maintaiRed C rurtion Entrant:6, 3. Details&Sectional Drawings for Stormwater practices are req Ired for approval. Ilcrosre uirtn details shall include but not be ll ited to: a. Erosion & Sediment Controls, i b. Construction Entrance & Site Access, t c, Inlet Drainage Structures (e.g,catch basins,trent drains,etc.) J o d. LeachIn Structures (e, • inflltration basins,swale!,etc,) t I f)li I'.�f,1111::1•:I31Nt.' f:l'!�lt"I' 'l:'.I\t' USC. ONLY•i�.>„Ki .......... ........_._........ :i: ....•...__.......:;':::::-.::,:':'::::•;.'.:.::-.:'::::;:;:':.:;.::':'.:'.::-:':'!:':�':•;....:'.:: Additional Information is Required. Reviewed & ! ® Stormwater Management C' ntrol Plan is of Complete. Approved By. — -. — — — — — — — — -- Q P Stormwater Management Control Plan is omplete.^ Date: `3 A$ ® SMCP has been approved by the Engineei 'ng Department, artment, FORM "' SWCP Check List -TOS MAY 2014 Sufl:DtkI Town Hall Annex d� 54375 Main Road G'y� Telephone(631)765-1802 P.O. Box 1179 o = Fax(631)765-9502 `South-otd'N =0 4,;' !� Ql BUILDING-DEPART-MEW NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: _ u I S l 18 Owner: (_A_ Location of Pro e p r.Y: 2s - Please take notice that the (check applicable=line): 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 location(s1 (check applicable tine)- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): ;2)y-oCk_tL2105 Capacity(check applicable line): Owner Owner representative TrussRegl5.dccx Effective 1/1/2015 Pontino, Susan From: Doug Scharadin <dscharadin@amparchitect.com> Sent: Monday,January 06, 2020 6:39 PM To: Pontino, Susan Cc: Anthony Portillo;Alexandra McWhirter; Brooke Epperson Subject: Re: Geracie - 525 Old Salt Rd Hi Susan, Thank you very much for following up on this. We are still working to get the final BOH survey,then we'll submit the certification letter and solder certificate. It will probably be a few more•weeks on the final BOH survey. Regards, On Mon, Jan 6, 2020 at 8:37 AM Brooke Epperson<beppersongamparchitect.com>wrote: ---------- Forwarded message--------- From: Pontino, Susan<susan.pontinogtown.southold.nY.us> I Date: Mon, Jan 6, 2020, 7:05 AM Subject: Geracie - 525 Old Salt Rd To: Brooke Epperson<bepperson o,amparchitect.com> Hi Brooke, ! I am just trying to clean off my desk. For Geraci we still need final BOH survey, we need certification for framing and R values for insulation and the plumbers solder certificate. If you guys aren't involved any longer then let me know and I will send a letter to the owner. Thanks so much, happy Monday! I Susan Pontino Clerk/Typist Southold Town Building Department 1 COUNTY OF SUFFOLK G�) STEVEN BEPIONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT Of HiEALTHH1 SERVICES JAMES L.TOMARKEN,MD,MPH,MBA,MSW Commissioner December 13,20-19 - ted Michael Geraci JAN 3 1 2020 R 525 Old Salt Road Reclaim Our N%- Idl er 1Vlattituck,NY 11,952 FENAL APPROVAL LETTER SIP Grant Number GNF002156 SC Tax Map,Number(s)of the Property: 1000-14400-0500-017000 WWW Reference Number:RI0-19-0047 Dear Grant Applicant, Thank you for your participation in the Suffolk County Septic Improvement Program (SIP). The Department of Health Services (Department)has completed inspections of your innovative and alternative onsite wastewater treatment system (1/A OWTS)� and reviewed the fnal documents submitted by your design professional. The Department hereby issues final approval for the installation of your new I/A O`�U` TS based upon a review of these documents. We have enclosed a copy of the approved as-built plan with the Department's, aifll ,121kagfor your records. At this time the Department will begin processing of the grant funds for payment to your design professional and manufacturer as stated in your grant agreement. if any additional information is required to process payment, the Department will contact you, your design professional, or your manufacturer immediately at the numbers on file. flease�reinein'oer-to maintain your system in accordance with the manufacturer's recommendations to ensure proper treatment of the wastewater to protect the County's precious water resources for this and future generations. If you have any questions or comments regarding your UA OWTS please call 631-852-5811,Monday thni Friday from 9ANI,to 4PM(Excluding Holidays). 10 DIVISION.OF ENVIRONMENTAL QUALITY 2+igAKwbGab'M 360 Yaphank Avenue, Suite 2B,Yaphank NY 11980(6311)852-5750 Fax(631)852-5760 4-0A tq ARCkfMCTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251 St,Suite 203,Brooklyn,NY 11232 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 01/31/2020 TO: Southold Building Department FROM: AMP Architecture JAN 3 1 2020 1075 Franklinville Road Laurel, NY 11948 ; Enclosed please find: Approved Stamped Health Department plans Final Approval Letter- Health Department Inspection Sign off letter- Framing, Strapping and Insulation Regards, Alexandra AMP Architecture (516) 214-0160 SPA_02 5 N TAX MAP• 1000-144-05-11 DISTRICT R-40(NONCONFORMING) DESCRIPTION ARFA %LOT GOV9tAGE TOTAL LOT AREA 20,414.0 SF. EXISTING Ham 2A65.5 Sr. 14A% EXI5TING STONE PATIO 5404 S.F. 2A% EXISTING GA=O 44.4 Sr. OZ% EXISTING LONG.OWGRADE DSA S.P. Ori% EXISTING FISH POND T2.0 SF. 0.476 Q TOTAL.AREA OF ALL STRUCTURES 5053 SF. ITA% MAXIMUM WVERAGE ALLAYED•20% �J MW NEW IMPERVIOUS SURFACE AREA■ 1;345h S.F. O MAY BAIL AND/OR SILT FENGIN& S C. V.5.0' • 'P O 0d ma1.p5100 -` \`��' N�4.5 ''�,y��AO I •� o % 31op' v ary � , E ELV.60 ♦ q �voo°�1 EX.ELV.5.?' PROP. \ arae PAno gry5 `� 0 1 10• O D.W. % q•oS 0, S0' - - - - -- - 1 y,F-1 �\ 23 • 1 - -- _. TITE EST O 7 EX. ELV. 6.4, 1 ENTRANCE 1 per ar.owvswYl �` coN<1 INSTY SITE ACCESS �y N 6801 BELC FOR ^, OCATED IN REAR 1 DRAINA5E SYSTEI•' 4 TOP501L 0 OF PROPERTY ,\ \ 1�943P�Ft�X O. STOCKPILE r 226.4/422,5.4 VIAREA SFR. HOUSE IST.2 Y _/ 1 PROVIDE(2)a,DU EX. LV.52 600 S.F. t F.F. SE k� ` .114 `,\ 1 "` PROP O EX.E 1'O TRUSTEE LINE__--� � 0' -------- -_-_•�- -Iq5 EX.ELV.9.1 0011W �Zo p.O EX.ELV. I.T EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization & Seeding of exposed and/or inactive soils. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1566 before Backfill, OR Provide Engineer's Certification that the drainage has been installed ta Code.. 4 APPROVAL OF STORMI TER M CONTROL LAN -To NAGEME�IIT ode ha e 6 Date: zJ- n Approv by #-%I A i I 1 • , �r ,. ; -, . • . , , ; a - _ . . , ..; .,, ., :cSt t, . ' ., �,. •� - :•t',o.;.,:}:.1 ;.� �_�. .� r, •>' -i�zi' ,.s�. , >!•—i-r,.`,> :vr .u'r-`��y �..r:� ,,: �'V���l?l s qr•.y, , �,> ,.t 1.�' ,>' i•;�( *1 „ . t"' ,s �' Sad,.:" :�-�" 'r C� �? # ,,�•..(y,+.,�J! Q��+ ' .'� ' -.]f->r~�' . .—c•. •s ° rr - "1, 3•+f"'Y_�'�J�'�s ., -1f ..�,.._';ja. $',• .�•�. 'a°.�f• _ ''ay(>^' •li •< ]' 9•• �' �'� � 'p,'}, ��Y°`�,,iY`,..r� is f� .��`:•'„'^l:i.,�. ,.^ :,`::�• +�\���4W� /gNQJ � .il. ,�"�!�^ � ,T• �' ••�::>1r \ .t`,> "tom({ °_ r^���,,l,rd::i>ine,: ��' '!. ! ° i •'-IS r•���' %';. Y'y"�'�•! t ,' � Y, ^{ .,?�i.�w :j �:T..,.e•»'`- :'�' + ' ' •� -`t�'ti.,`}.,.`.y)at 1.y1 7 p `t•,.c`i.,yt `1 � r. F,s..", - a•.. "] -. 1 .- ,,. :f, t 3. .._�::w�ii•-��; .f, � L:`� l\� 'y:"„ :(r�, t�- � / \t•�,�i,f '+:'>iv.r/sem � , s, ,Jl rt'° ] ' ,tL -;�, P ',}t t- :i . i r, ,t-.- r a •.\'�S'�..t`r'y �Z:, ay. ,�.'.�'�•,i('?i�.�,�-'�? •1.. ,Yw:. .. � •/ t 3 '�I.- a:' ;/• i•-F r.t.'f- rst--_ f'- .� ,�}1. :r.i{,,�.t�_ ryr3'�.:,';r-e�:•'<� ad,=.` ./<--•-e'`i•'• .°-A 1: � �'st�'4`,•Sb�'��"�.✓:a}i,'��t•a:�.: _ �:�....;e. �.� ,:i• •a3.:- "�-,",•.R��"` ?� >]vYt,_)::r}SF f•L_:::,33"�'• ±?'-�:b` T-="r c -.a,. .. .. .�. t • GENERAL 51'ME30L KEY: �a yLL 4 W W 70�a�a m U EXI5TIN6 TO BE DEMOLISHED � NEW PARTIAL HEIGHT WOOD FRAME".STL. Z a s J EXISTINS TO REMAIN EN APPLICABLE) WH NENMOD o STL.•WHEN APPLICABLE) NEW FOUNDATION WALL EXIST. d g a KITCHEN - cc' O 1 y.� _-"0 W O W-,I 0 CFO S mF a sgjZao�e � �0 • EXIST. LIVING $ 008 EXIST. DINING ROOM sWd0�oF W U O ROOM azwZJ E 11if Fa m 4 UP g W 12 0 zFr?iaaaax EX15T. 0 0 EXIST. LIVING - — ROOM REFJ Fix-,5-E] EXIST. GL. GL. W EX15T. • EX15T. EXIST. BATHROOM CL. GL. ON. • � O EXIST. EXIST. GREAT LH BATHROOM ROOM U C 4 1\J EXIST. GL. EXIST. BEDROOM EXIST. EXIST. [Da a eevleweddreumenis GARAGE BEDROOM File#-71 e: / / EX15T. N GL. z a O MH EXIST. FOYER Q I-- - >: W O Y ��5 N M. p� />' w o n O � o10 r►e a * o a 0 EXIST. STOOP N� X37405 yp fop N�� FIRST FLOOR PLAN SCALE: 3/16" = I'-O" na S ENERAL 5YM50L �G Y• $a W W x LL ¢x3 W p 2�q6 F EXISTING TO BE DEMOLISHED NEIN PARTIAL HEIC+rT WOOD FRAME(L . . a g a O¢ `/ O EXI5TIN6 TO REMAIN `� SSTL WHEN APPLICABLE) NEW WOOD FRAME(LS. F NEW FOUNDATION WALL STL.WHEN APPLICABLE) Z kW W a } 5 0O Q Z WaCW� -- �— yFm�W K p F N a sNZgi;� — NEW DECK 4 _ ,W_3 0Z2W0 a Fa — — — 1o� N aa¢ MODIFIED OFFICE LlON. EXIST. - NEW N UNHEATED - _ SPACE GL. NEW O NEW I I = —m— MODIFIED I to NEW I NEW BEDROOM I - BATHROO ' I MECHANIC ROOM AL I N - I O ,Y I Bldg Dept copy from ZBA 13'10" ( { _ _—_ _ Final reviewed documents ZBA File # 71 73 / cv 141- 11 91 'G ' � Z RCS W 0 Y { I I I I I M. � W O C14a I I I I 3 4b a SECOND FLOOR ALN °� ���' N SCALE: 3116" = I'-O" < a Q o a , F w NEW ASPHALT o¢s w g o ELEVATION NOTE5: ROOFING • HATCHED AREA INDICATES NEW WORK o<W o • ROOF PEAK (RIDGE HEIGHT) DID NOT W s�zz INCREASE RESULTING FROM 2ND FLOOR ADDITION I I W oW��tla ��zgo�x � gza 41 ¢G< QY u] LL W G p F 0 F. C J O ¢z�fo��w N o¢�Q�w L ri ® _ ioaia� NEW GEMENT SIDING E®A C m y�A LEFT ELEVATION SCALE: 5/16" = P—O" �A 37�' EXIST. CUPOLA TO 5E to*t, Wim° MOVED & CENTERED NEW CHIMNEY OVER MIDDLE DORMER EXTENSION Bldg Dept copy from ZBA � Final reviewed d uments � � NEW BOARD b I I - BATTEN 00 I I! - SIDIN6 loo _ NEW GEMENT SIDING -- N 0 ® ® ® ® Z Q O I V ❑❑ ❑ ❑ DEl ❑❑ ❑ —{— -® C N® ® ® J w ¢� El ❑ ❑ ❑ ❑❑ ❑ Q R U lull 11L LLJILJ O d' = D ❑❑ F a FRONT ELEVATION M M SCALE: 5/16" = 1'-0" 9 ilia, NEW ASPHALT a ROOFING ELEVATION NOTES: ® p=o a LLQ W W � QiEI HATCHED AREA INDICATES NEW WORK zap'uR�o° I@ W Q ROOFING ALT SIDING NEN CEMENT c Q?=a H J K�Q W '_ NEW DECKI.°�+W II I II ¢W��ors as ja c� MISS �W OO�Of Q Z W D a Q Zy2w W YY �I�=FSOF5c=� DAN 2Fc°iaaaas e Ca o RICHT ELEVATION (p - NEW CHIMNEY EXIST. CUPOLA TO BE SCALE: 3116" = V-O" 74'5 ®� EXTENSIONM MOVED & CENTERED NEW ASPHALT OVER MIDDLE DORMER ROOFING ~ U Q NEW GEMENT Id9 dept copy from ZRA final reviewed documents SIDING BA File 71 NEVDECK FEETIE31 ® ® ® ® ate: / 9 / 1 NEW GEMENT _ SIDING — -- N Z Q � Q Q } Ce Z J V W O H � CQC J G Q y O a 0 a co 4 REAR ELEVATION SCALE: 5116" = P-O" M _ o a 84 3q� ) O a — W O Al H 3 mHIM — ` Z Q O W~ RE pQ,�PvI rn N \ �. 2li.0� Z7W�oo poo= `�' O0, �� o 01 � �(p�O �P GAZEBO \ }� �^j� �� O�• �J N�Hc AAL 6i V i 00 �p.G �8/i � l�Fi� FISH POND 570NE PATIO �` -� 1 10oG,yj'O� ss1 Z o O r` - !�• 20b� 2 Fz cOi�daa H KEA OF GOND X00"� Al� C 23.00' EXIST. ORI VEWAY Q Q �9oi ti OF PROF'l';i';i', DE K = 0 O :20-0 TBp`G� #2 9�` 3740 �o SECOND FLOOR RENOVATION 8 ' / ' i S1�E ADDITION ' ! r EXIST. :2 STRY AREA . DWELLING EXIST. SECOND HEIG t _ a =FLOOR \ EXIST. GONG. STOOP �_ — _ — TO REMAIN LOT �E(,ZUIR�M�N•f 1 - - p,GKI — � _ � � d SrGT$ F i Deft COPY from nall reviewg�1dO m Zf3 ZBR File# n!! Qment �� LOT GOYERA6P;wT ., .. •vli°,.:';', Date: TAX MAP• 1000-144-05-11 DISTRICT R-40 NONCONFORMING) DESCRIPTION ARCA CZ)VERA66 C14 TOTAL LOT AREA 20A4.0 SF. 1 O — O Q 0) ` O [» EXISTING HOUSE - 2,065.9 S.F.SF. 14.0% V EXISTING STONE PATIO 5908 S.F. 2.9% Q Q J >o : EXISTING OAZEB0 44.4 S.F. 02% 1 O � > N z /R� 0` _ry FASTMS CONG.ON GRADE 69.0 SF. 0.4% S jR Z 1 91Te LAYOIlr NOTee, ` EXISTING FISH POND 12.0 SF. 0.4% V of O � I. THIO IS AN ARCHITECTS 91TG PLAN t 19 •��' \ TOTAL AREA OF ALL STMJCTURES 96555 S.F. 17.9% L F SSUSJWT TO URVEYOR THE INFORMATION A LICENSED ` MAXIMUM COVERAGE ALLOWED.20% 01 12 aREPRESENTED ON THIS SITE PLAN IS TO THE 2.SURV II TN ORMMAATIOONN WAS OB�TAINI D _ — GNC. FROM A SURVCY DATED NOVMEEER 25, 2009 A!ID PREPARED BY. � J D & PECANIG SURVEYORs,PL, O C P.O.BOX 909 _ SOUIHOLD,NY.01 TELEPHONES(650,65-5020 FROF05ED SITE PLAN W SCALE: 1'-0" = I5'-0" c a GENERAL REQUIREMENTS: 51TE PLAN INFORMATION CE 51TUATED AT MATTITUGK OCHELLE PLACE H.S. REFEf:R E ICE NO.: R I O-I cf-OO� I SITE PLAN NOTES: I. The installer must hold a current Liquid Waste License pursuant to I/A OWTS INSTALLATION STANDARDS: TOWN OF SOUTHOLD R Suffolk County Code Chapter 563, Article VII (Septic Industry COUNTY OF SUFFOLK I. THIS I5 AN ARCHITECTS SITE PLAN 4 I5 Businesses) through the Suffolk Govnty Department of Labor,Licensing I. Install I/A OWT5 tanks according to manufacturer's recommendations and Consumer Affairs, pursuant to Suffolk County Code §563-74ISTATE OF NEW YORK SUBJECT TO VERIFICATION BY A LICENSEDThe whlle conforming with these standard. All applicable recommendations $ Department of Labor, Licensing, and Consumer Affairs maintains a list of provided by the manufacturer shall be implemented. LOT SURVEYOR. THE INFORMATION licensed I/A OWTS Maintenance Providers. LING REPRESENTED ON THIS SITE PLAN 15 THE 2. The I/A OWTS tank shall be installed at level In all directions (with a SUFFOLK COUNTY TAX LOT # 1000-144-05-17 DWELWATER ARCHITECT'S BEST OF KNOWLEDGE AND 2. All I/A OWT5 must be registered with the Department In accordance maximum tolerance in any direction of +/one quarter Inch) on a minimum pUBLIC WA5 OBTAINED FROM A SURVEY DATED with Article 19 of the Suffolk County Sanitary Code prior to the 3-Inch thick bed of properly leveled and compacted sand (free from LOT NUMBERS REFER TO "MAP OF SALTLAKE VILLAGE° MARCH 25, 20101 PREPARED BY: plans. PLATE NO. I OF 2. FILED IN THE SUFFOLK COUNTY CLERK'5 Department granting certification of completed construction on "as built" rocks) or pea gravel. PEGONIG SURVEYORS TRAVELER STREET 3. I/A OWTS Tanks shall be provided with a single outlet. A distribution OFFICE ON MAY 1230 TRA 10, IC140 AS FILE NO. 1510. ,� 1250 TSOUTHA N.Y. IIQT1 3. An executed Operation and Maintenance Contract between the box/manhole or distribution leaching structure may be required for all Maintenance Provider and Property owner must be, submitted to the systems with multiple leaching structures unless an alternative design Is S Department prior to approval of the I/A OWT5 registration by the approved the Department. RICHARD TEL. (651) '165-5020 Department in accordance with Article 19 of the Suffolk County pp p AREA= 20,414 5R. Ft. or 0.46 ACRES `,/CJ_LING ARD N. Sanitary Code. 4. The top of the I/A OWT5 tank shall not be located greater than 2.5 pYrlc WATER N/O/F EDW VACANT �� YACNT q 5-year feet or less than one foot below final grade. ELEVATIONS REFERENCE NAVD IQBa PURL O� BAS 4. All Installed I/A OWTS are required to have an initial 3- ear warrant JN and operation/maintenance service contract. After the Initial 3-year 5. At a minimum, all sampling manholes shall have 20-Inch covered CMF O Z operation and maintenance service contract has expired, property access openings to grade located over the inlet and outlet. Covers 39, O C_ O ALONG I owners are expected to maintain on operation and maintenance shall be either 20-inch diameter watertight and Insect-proof locking ��� n `�= "o M. CAD Rfi contract In accordance with Article 19 of the Suffolk County Sanitary cast Iron covers or thermoplastic covers at final grade. All covers LOT,GOVERAOE �\� �� $4• EL 6.3' 'T� 9 O� gUL Code. shall be, designed In accordance with section 5-III of this standard. �� ?S 00• „ o O O TAX MAP# 1000-144-05-1'7 �? '9 ' 0 E ?J Z r,- 5. 5. When on I/A OWT5 requires a vent, the unit shall be vented to the 6. When sampling manholes are approved to be Installed In a driveway , N7g.05 O \\ \j0 �o ,I$"N roof of the residence being served. Vent pipes shall extend a minimum or parking area, the manhole shall be designed to be traffic bearing to DISTRICT RESIDENCE R-40 �'9�+ GUR13 \� O �o`�-` '�•5 0 , of 6 Inches above the roof line and the top of the vent shall have a meet the requirements of AASHTO H-20 or H5-20 loadincl. 55 LOT -qp�q g6 p iP '�p� T� N 7. minimum horizontal se oration of 12 Inches to the Sloped portion of the - DESCRIPTION AREA O z p p p COVERAGE J �J EL 7.5' •� ��Q+ - 2 �Ng roof. In cases where It Is not practical to vent the system to the 7. The outlet Invert elevation shall be a minimum of O.1 foot below the O- residence roof, a vent pipe may be piped to the exterior of the TOTAL LOT AREA 20,414.0 S.F. r TOP BLKD. EL 5.4' p p y p p inlet invert elevation. `� �?� � „ residence and terminate a minimum of IS Inches above grade and at r GENERATOR HEAT ALL .y 7- GENERATOR F least I foot from property lines. These vent pipes shall be located a EXISTIN6 HOUSE 2815.0 S.F. 13.SSK EL 7.6 PAD PUMP W p p y p p 8. Sampling manholes shall have an inside diameter of 2 feet or an 'a. NC• � O OP BLKD. EL 5.6' minimum of 3 feet from any window or doorway and must terminate with a inside area of 2 foot 2 foot. EXISTIN6 PATIO 594.0 S.F. 2.4515 0 Cc 4c- filter device. All vent pipes must have a minimum diameter of 2 � - •o, G �' -13 T Inches. EL 7.6' 9. There shall be a maximum retention depth below the outlet invert EXI5TIN&6AZEB0 44.0 S.F. 0.2% Z ;PROP. 2� 13 90 `� elevation of s[x Inches. \ _ / a 05 00nE O V 6. Installation and use of the I/A OWTS must conform to the TOTAL AREA OF ALL STRUCTURES 3453.0 S.F. 16.01% Department's approved I/A OWTS guidance document prepared In 10. All sewer pipe penetrations in the sampling manhole shall be W �' d'' N79' �23.00 CJILU accordance with the standards for "Approval and Management of watertight. Control Panel Wiring Diagram 1 ;P STONE LINED O Innovative and Alternative Onsite Wastewater Treatment Systems." Please provide wiring d agram to licensed electrician forma king proper electrical connections.(A D O (A N FISH POND EL 6.5' O TT U copy of this diagram is also provided inside NEMA 4X rated control panel enclosure). ..L J ELEGTRIGAL REQUIREMENTS: r O Z MINIMUM DESIGN REQUIREMENTS: Please Note:The basic Fuji Clean control panel does not come equipped r Q I'� T 9 m U 'J I p q pped with a timer or timing Control Panels device.Please contact your distributor this and other alarm/Controller upgrade options. N D PSP�C\0, 5 Cn I. I/A OWTS tanks shall be constructed of precast concrete, =lbergla55, I. The control panel box must be placed outside on a suitable pedestal w 5 1') d GAS v cam ,...... polyethylene polypropylene, thermoplastics, or other materials In near the structure that it serves. Alternatively, the panel box may be C to -A -A-A s�r�ot Toee _ rb ,ndal�mrx of existin sanity system must be In accordance with Department standards and IONYGRR, Appendix 75-A. mounted on an outside wall of the structure (preferable a utility room, TORauE To: Ib IN-LB DC7 v Ul METER SERMCE o �> t v y The use of steel tanks Is prohibited. and not a living space). Other locations for mounting the panel box will r------------------------n--I Z '� �' o N - u1feiTlPilt Sub*tllt be considered b the Department on a case-b -case basis and with I/A N L I 2 3 a s © �TBI - A t'' �� c� - CANT. / ` iy�ittui CC With CSP artl enc ` y p y 4_ 4 4 4_ - , - .p 2. When an I/A OWTS requires a septic tank for pretreatment the septic OWTS manufacturer a royal. I I -i ---i-- -- I-------- z Q ' tank Shall be Suffolk County Department of Health Services 12/29/17 I I I I j I rn ern_ '�( tL � � • " Pogo Iii designed in accordance with sections 5-10"1 and 5-109 of this 2. The name of the I/A OWTS 04M Provider must be clearly identified I I 1 j -C 1 � '7 yo 0 c) `_ P/O LOT 6 standard. on the outside of the panel and Include a hone number tc' contact In 1 I I O ��N �� l� p I 1 1 I I BRANCH CIRCUIT PROTECTION,OVERLOAD PROTECTION AND O Z case of alarm. I N LI W -B I 1 MAIN DISCONNECT PROVIDED BY OTHERS AND MUST BE 3. Unless Otherwise specified, the leaching structure/system that follows I 12OVAC I L-- I SIZED ACCORDING TO PUMP/MOTOR MANUFACTURING SPECIFICATION �" Q, on I/A OWT5 shall be designed in accordance with section 5-10'7 and 1 INcOMINe ALARM 1 W�e - 1 r rn_ c� g 3. Exterior panel placement enables the system to be serviced at any I POKER FLOAT 1 1 5-110 of this standard. time, eliminating the need to access the Inside of the building. 1 J{` PUMP FLOAT eND D S p /icl'l /' - I--------------- ---------� 5 R 4. At a minimum, all I/A CHTS treatment tanks shall have 20-Inch 4. The panel box must be within view of the sl.;stem location to help 1 LU6 CONC.-PAVE /o R'�f LF I 6 facilitate operation and maintenance. r t 1 TORQUE TO %� STOOP R/0 w MiN 0 _ / LOT covered access openings L_____________ 45 IN-LB N STOOP o 5 b'MIN. LP P/0 G to grade located over the Inlet and outlet. Covers shall be either 5. The control panel shall be laced at a comfortable height for i fo>_ �5� 2 ' �,o ` -• IN p p a PA LP cn DWELLING 20-Inch diameter watertight and Insect-proof locking cast Iron covers access In accordance with Federal Emergency Management Agency �1� P D eL.9.1Tt' O ` �A � d;y LP - SIVA or thermoplastic. covers at final rade. All covers and chimne s/risers ` r�`v ti PUBLI P g y (FEMA) flood zone requirements. rn Oh be designed in accordance with section 5-111 of this iT1 \\ HEAT WOOD AC UNIT , 1N LP / EP 1 standard. AERATOR O PUMP STOOP 9'M / 6. The panel shall meet National Electrical Manufacturers Association A \ �ttitn LP _ (NEMA) 4X specifications. 5. When a I/A OWT5 Is approved to be Installed In a driveway or O. /PRO, parking area, the unit shall be designed and/or Installed to withstand -1• All below rade Wirin must be run In electrical conduct.The conduit EXTERNAL COMPONENTS(COMPRESSOR AND/OR PUMPS) A I DW / OT \� HS-20 or H-20 loading as designated by must have appropriateg seals to prevent gases and moisture from PROVIDED BY OTHERS AND MUST BE U.L.APPROVED `'r EE t� F- f d • 0i,JI ED. d' ` _ L �, AASHTo. p 9 THERMALLY PROTECTED PUMPS �I`�'`-aJt"-����E•`�I I��"i'"'���� reachingthe control panel or unction boxes. p J SUBIV1 P.Er ( .R.A. 6. Garbage grinders shall not be, permitted when an I/A OWT5 is utilized TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST as means of sewage 8. Each system shall be equipped functioning t ppewa unconng warn[ng system which BEATLEAST 140DEF.F.(60DEG,C.)TERMINAL STRIPS AND I 07" disposal. will activate audible and visual alarms that can be readily seen and GROUND LUG USE COPPER CONDUCTORS ONLY. $ 'OF t RES EL T1 heard b the occupants of the buildingserved. The Department - [//�j . __.__ EAD y p p CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND Cb sdeFr+nw.v:3u•.: """"'" --•- •? \ OVER "I. Water softeners shall not discharge Into an I/A OWTS and the remote alarm notification recommends a ao the 04Mevice be s rolviderled °Goverlee Immediate DASHED �`-" '�'�'a('rti . � :��� .�}t�f��r17i '; 1j,+"• '� , f WATER OLE CMF 5O Department recommends water softener backwash be connected to an p d by the 04M �-(,.�,� k,�;»I;Pr;rt•:i.-,. TY 7Q. onsite dr well acceptable to Town or Village building De ortments. agreement. .• „•_,__-„ -, VAULT y P 9 g P ELECTRICAL. _. -_ ..:.:,,,.•„„,-.....-....__..�.... .. 9. stems which are not desi ned to flow gravity are recommended CMF �� d ab OWat tanks shall be watertight and constructed rr sound and � g � g y -Use licensed electrician and adhere to applicable national/local electrical code(s). X00"N� ROAD 9 to be equipped with a control panel with means of connecting a ENT 05 durable materials that are not Subject to excessive corrosion or : pAVEM S79 T 75 portable generator to operate the system during a power outage. -Two(2)standard 115V,15A circuits for control/alarm panel connection. EL 7.1 EDGE of _OLD "SAL DWELLING decay. -Float Switch Wire:#18 AWG(comes with standard if extension<50-ft.is required). 56 9. All tanks must be, watertight. Two methods Of ensuring tanks are PUMPS. BLOWERS. LEVEL SENSORS. AND CONTROLS: -Float Switch:Comes pre-installed in treatment system.For electrical hookup,please refer to SJE DWELLING ' PUDWEC WATER Rhombus installation instructions. Yrt- watertight shall be either vacuum testing or water pressure testing I. The electrical function box serving the pump motor and floats must be -Miscellaneous fittings and connectors to assure watertight connections. PUBLIC OO methods as follows: watertight and located outside the I/A OWTS tank chamber. LLING 10. Vacuum testing: Seal the empty tank and apply a vacuum to four (4) 2. Any bioviers located outside Of the 1/A OWTS unit must"P placed on. 75, P �I E WATER heldInc,hfor two) in mercury. The tank Is approved If 909b of vacuum is a ad Suffolk Count Department of Health 5ervlcos 12/24/1'7 Pao 1 43 held for two minutes. P y P 9 Control Panel Wiring Diagram 2 '� •+r._.._�- IC (concrete, plastic or fiberglass) and have a soundproof enclosure 1 i "•~---"M-----..•-.�......,,_„�,_,_� �- ll. Water testing: Seal tank;fill tank with water to outlet Invert cover. E?CCAi/A7'10 ! I1 S6J:CTitJ'd REQUIRED elevation, let stand for 24 hours. Refill the tank to the outlet invert I FOR SANIVAY SYSTEAQ ` 3. All pumps and float trees must be accessible and serviceable from , after the 24-hour period Is complete. Let the tank stand for on access openings. TBI l N Sy HEALTH Mr-PARTIllI WELLING additional 10-hour period. The tank is approved If water level is held °" I� D C WATER for the 10-hour period. Water re5sure testing I5 recommended to be . - P P 9 4. The floats shall be attached t° a Schedule 4o PVG float tree that PURL done onsite after Installation. � � � S b b go so U ----.. , can be easily removed for service or adjustment. The floats shall not ��� Z �" ,�•� � be attached to the force main. VC I/A OWTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 5. The Department shall observe the pump system operate through a Non-Concrete TanksCBIOS TEST.NORMAL,51LENCE SCALE: 1'-O" = 20'-O" normal operating cycle. A. All walls, floors, and roof and access covers shall resist an applied 2 1 T O 0 !f 4 I force of 300 pounds per square foot (psf). b.inspection for leakage Of the force main fittings will be made during IS AMP TNsloeR® ®� � ST I SYST I " I � TA the pump test procedure. ALARMty N ° YSTcM CONTROL/ALARM TEST HOLE DATA ' I f EXISTING �F';�, AMP ARCHITECTURE "+w-. Lit B. Unless otherwise stated In this standard, non-concrete prefabricated olRculr F.F.EL= 10.6' ui : t lx `�,3 ar (NEMA 4X RATED) NOT TO SCALE 15400 MAIN ROAD MATTITUGK,N.Y. 11452 tanks shall conform to the International Association of Plumbing and BREAKER so AHIII ALARM PANEL SHALL BE: Mechanical Officials (IAPMAO) American National Standard for I T AG 80R BLOWER 516.214.0160 D Prefabricated Septic Tanks ANSI ZI000-200'7 material requirements -1N A WELL VENTILATED AREA AS DRY AND PROTECTED FROM P5112 HORN z 02.22.2014 and any updates thereto. 1 2 N 0,0 HEAVY DUTY LOCKING CAST ELEMENTS AS POSSIBLE w I 18"MANHOLE(TVP IRON COVER TO GRADE SW�ITcH 5o 7)Q REGIRCULATIO ELe9I' W G. Non-concrete tanks shall not be Installed in areas where the -IN AS CLOSE OF PROXIMITY TO MACBLOINER AS POSSIBLE O z ADE EL=b.5 A55EMBLY 5% MAXIMUM SLOPE GRADE EL=-7.a' l groundwater level can rise to the level of the bottom of the tank(s) LTlls =Q 4" -_---______ __ ___ ___ 6"-12" unless: TBI Fsns T81 tY X SDR 55.:PVG:OR OL s o -WIRED BY QUALIFIED ELECTRICIAN AM I. The tank Is manufactured to accommodate an anchoring system. 2 w B 3 xl� R�x2 INV. EL. 7.0' MIN. 4" DI,St. - 2. The design professional submits buoyancy calculations. -IN A LOCATION THAT ALLOWS UNENCUMBERED ACCESS FOR ALARM ISE�coN EXIST. CRAWL SPAG 5DR 55 PVG OR -v __ m EG2UIVALZNT "' INV. EL. 6.4' 25' 3. Calculations shall be done with highest expected/recorded ground INSPECTION AND MAINTENANCE FLOAT EQUIVALENT ' ' BROWN FINE To L'LI water. in ® - MIN. PITCH: ":I' : : LEACHINO POOL _• LEAGHINO POOL 5w GO Io �iEI ITM' �`l M 0 4. A safety factor Of 1.5 is required. To provide a safety factor of 1.5 AIR BLOWER SHALL BE: MIN. PITC- 4":I' anchorin or additional ballast can be used. Soil cover on to of the s © INV. EL. 6.5' ;p O' .•': O ILI tank g p 111 (5 m GH CLAY f. shall not be considered when determinin the amount of anchorin or CB12o TB1 ° `' INV. EL. 6.7' b g 9 -IN AS CLOSE PROXIMITY TO CONTROL PANEL AS P0551FLE 2 ) ballast weight required. °----® --------------, r---------------- N :;•.:' '' :: BROWN FINE TO A O 15 AMP I I O.Z 5W COARSE SAND WITH 'X 5. Particular care must be taken during Installation, bedding, and -ON A SOLID (E.O. CONCRETE) PAD TO MINIMIZE VIBRATIONS cotTPREssoR FUJI MODEL GE5 -• lasts faRAVEL backfilling CIRCUIT BREAKERof these units so as to prevent damage to tank walls. The -IN A LOCATION ABOVE WATER LEVEL O� Q manufacturer's A .74 y GROUND WATER EL=0.7' „ •w` Installation Instructions shall be followed. -AWAY FROM GREASE EXHAUST FANS , • �� N�Vw 6. All tanks should be sold by the manufacturer completely assembled. i CHAMBER Volume ( al) BACKFILL MATERIAL SHALL BE If, because of size,the tank Is delivered to the site In sections, all -AWAY FROM BEDROOM WINDOWS AND OTHER LOCATIONS WHERE AERATOR b Ql Sedimentation Chamber Ilia COARSE SAND AND GRAVEL SW WATER IN BROWN joints Shall be sealed with watertight gaskets. OPERATIONAL SOUNDS MAY BE A NUISANCE Q2 Anaerobic Filtration Chamber Icia LEACHING POOLS (5) FINE TO COARSE 7. All tanks shall be tested for water tightness after installation using a Q3 Aerobic Contact Filtration Chamber a5 SAND WITH low method specified by the manufacturer and approved by the Department. -IN A LOCATION THAT ALLOWS UNENCUMBERED ACCESS POR CRAVEL PROJECT: INSPECTION AND MAINTENANCE ® Storcicje Chamber 44 I. MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOUSE POOL HOUSE 15 2'7 sq ft SIDEWALL AREA. D. In addition to the separation distances stated in Table 1, 05126 TBI 2^ I F5129 Tel Q DlsinFectlon Chamber 4 5 POOLS;3' DEEP, 8' cilia. non-concrete tanks shall not be Installed within three (3) feet of a -WITH PROPER ELECTRICAL GROUNDING °� ----- o------ ----- N G ERACI driveway or parking area unless a permanent fence or other permanent 20 AMP w�B 1 Total Volume 540 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) PUMP traffic barrier Is Installed (such as curbs). -WITH WIRING AND ELECTRICAL CONNECTIONS MADE BY A LICENSED CIRCUIT BREAKER PUMP FLOAT LEAGHINO STRUCTURES, SOLID DOMES AND/OR SLABS. ELECTRICIAN SPECIFICATIONS °° TS° ITER ENCOUNTERED RESIDENCE Anaerobic Media PP / PE Fillin Rate 3190 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 5.4'BELOW SURFACE - WITH NO OBJECTS ON TOP OF ELECTRICAL CORD P i Board T e Aerobic Media PVG / PP / PE Fillinq Rate 1655 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. PUMP bAerobic Media PP / PE Fillin 5. AN V min. DISTANCE BETWEEN SEPTIC TANK SHALL BE MAINTAINED. -IN A WNLIGHT ELL-VENTILATED SPACE OUT OF DIRECT 5UAND Blower 2.a Gfm PROTECTED FROM ELEMENTS SUCH AS DIRECT RAIN OR £,NOWFALL Tank FRP Piping P / PP / PE KEY MA-F] 525 OLD SALT ROAD SF'Mlrlr-ATION5 Access Govern Plastic / Gast Iron MATTITUGK, N.Y. 11952 MODEL MAC60R Disinfectant (Optional) Chlorine Tablets SU��OLiG COUNTY HEALTH DEFARTMENT AFFROVAL AIRFLOW NORMAL Pae 2BGFM iRE 2.2 PSI POWER I2ov/1.awboHz ,�o �� '� DRAWING TITLE: FUTLET GaNttEs ll CTION i4� -1/2" VENTILATION PIPE O 25 -� �-- f'OOWER GOMR �NSUMPTION 6 FEET SCUM BAFFL SITE PLAN -p3� " PROPOSED SEPTIC Installation/Operation&Maintenance Notes: EG I RGUL AT I ON !� ® �r/�+/�•yp •.•�� / O Install blower on concrete base. Ensure adequate ventilation l- " I- G laf Va W V�f ! 1 (� and protect against sunlight. 50 0 0;-'Co Eb ARTf��F�' T O HEI .M Maintenance requires a trained technician. 2 2 21-011 AIR LIFT PUMP -f i., �^ -�'� , :. For maximum efficiency,inspect and clean internal air filter iTE:� �f i¢R_^, 2r.��Ir. ` once every3months 3 ISINEEGTION s J� (j 7 Replace diaphragm/valve assembly once every 12 months 4" INLET P 1 P These doe ( (Note: Adamaged diaphragm will trigger the Automatic-Stop _ CYLINDER (OPTIONAL) (j PAGE: mems be b?„ function). ^ � � and are faun `�� '~ re',;;.-'s�•':`, � 4" OUTLET PIPE CI JC?I,�. In Clt7tf11I ,' I r 5 S With the Suf;G►r� Cil � o„ I � 'P U C JriL�/4nitary:::1�:�; �- 8��• CD l regcairoment;bayed u;�cn information - - mSIV -100 IRl submitted by the GppJicant• 3 EFFLUENT PLIFT INLET EAI=EL 0� 0 <y `r _ \ I R L I PT PUMP OVAL DAVE m DATE: 07/01/19 10 F 1 X411 'oe '71 II REGiRGULATION PIPE LOW BAFFLE /2" ?SIR INTAKE �Q T,� �4 l 14 SLOW OPENING (TVP. (GLEANINO OPENINO) ��' SITE �4 FUJI J \ / I,�MAG 8OR BLOY ER FUI CE-5 FLAN Y �EY 4 0 300 600 loo IOV - 8 2019 H.S. REFERENl NO.: RIO_lof_0041 SCALE: 1/2" = 1'-0" GRAPHIC SCALE ? � SCALE: 1-1/2" = 1'-0" GENERAL REQUIREMENTS: SITE PLAN INFORMATION ACE 51TE PLAN NOTES: LE I. The Installer must hold a current Liquid Waste License pursuant to I/A OHT5 INSTALLATION STANDARDS: SITUATED AT MATTITUGK ROCHEL PL Suffolk Count Code Chapter 563, Article VII (5e tic Industry TOWN OF SOUTHOLD County p p y I. THIS IS AN ARCHITECTS SITE PLAN 4 15 Businesses) through the Suffolk County Department of Labor,Licensing I. Install I/A OWT5 tanks according to manufacturer's recommendations COUNTY OF SUFFOLK SUBJECT TO VERIFICATION BY A LICENSED and Consumer Affairs,pursuant to Suffolk County Code §563-1017he while conforming with these standard. All applicable recommendations STATE OF NEW YORK Department of Labor,Licensing, and Consumer Affairs maintains a list of provided by the manufacturer shall be Implemented. LOT $ SURVEYOR. THE INFORMATION LLIN REPRESENTED ON THIS SITE PLAN IS THE licensed I/A OWTS Maintenance Providers. t,�' _„ �f" DWE TER ARCHITECT'S BEST OF KNOWLEDGE AND e q I B l.c,t 2. The I/A OWTS tank shall be Installed at level In all directions (with a SUFFOLK COUNTY TAX LOT # 1000-144-05-17 P LIC WA HAS OBTAINED FROM A SURVEY DATED C" UF11 S 2. All I/A OWT5 must be registered with the Department in accordance maximum tolerance In any direction of +/one quarter Inch) on a minimum UB - R' c•`"1 CQ ._ with Article 19 MARCH 25, 201,1 PREPARED BY:of the Suffolk County Sanitary Code prior to the 3-Inch thick bed of properly leveled and compacted sand (free from I_ }- f Deportment granting granting certification of completed construction on as built" rocks) or pea gravel. OT NUMBERS REFER TO MAP OF SALT LAKE VILLAGE" plans. PLATE NO. I OF 2. FILED IN THE SUFFOLK COUNTY CLERK'S PEGONIG SURVEYORS cl�j it @� 3. I/A OATS Tanks shall be provided with a single outlet. A dlstributton 1230 TRAVELER STREET 3. An executed Operation and Maintenance Contract between the OFFICE GE ON MAY 10, l a40 AS FILE NO. 1310. P box/manhole or distribution leaching structure may be required for all .� SOUTHOLD, N.Y. IIg71 Maintenance Provider and Property owner must be submitted to the p y systems with multiple leaching structures unless an alternative design Is ARDS TEL. (631) 765-5020 Department prior to approval of the I/A OWT5 registration by the approved by the Department. \ RICOARDS Department In accordance with Article I01 of the Suffolk County AREA= 20,414 ScL. Ft. or 0.46 ACRES DWELLING RD N• Sanitar Code. D EDWARD y 4. The top of the I/A OWTS tank shall not be located greater than 2.5 WATER N/0/F VACANT _7 YACHT s feet or less than one foot below final rade. G.F `^ 4. All installed I/A OWT5 are required to have an Initial 3-year warranty g ELEVATIONS REFERENCE NAVD I a88 PUBL �? G� Z BASIN P! 2�2� and operation/maintenance service contract. After the Initial 3-year 5. At a minimum, all sampling manholes shall have 20-Inch covered CMF Q G operation erati are d maintenance service an operation tlo as expired,a property access openings to grade located over the inlet and outlet. Covers , 00 NO M H W, AApN P p shall be either 20-Inch diameter watertight and Insect-proof locking �� $4.39 EL 6.3' BULKNE contract in accordance with Article 19 of the Suffolk Count Sanitary a� U� County y cast Iron covers or thermoplastic covers at final grade. All covers �� 8 o Code. shall be designed In accordance with section 5-111 of this standard. LOT COVERAGE �� �S0O• , „E �Z oo 'Q O 5. When an I/A OWTS requires a vent, the unit shall be. vented to the 6. When sampling manholes are approved to be Installed In a driveway TAX MAP 1000-144-05-17 ?`S6�, �� N79°05 00 <<\\��� o�� roof Of the residence being served. Vent pipes shall extend a minimum or parking area, the manhole shall be designed to be traffic bearing to '9C �Rg `0\X-S O �' 74'54 of 6 Inches above the roof line and the top of the vent shall have a meet the requirements of AASHTO H-20 or H5-20 loading. DISTRICT RESIDENCE R-40 �1 G - O y y N 07 minimum horizontal separation of 12 Inches to the sloped portion of the q % LOT 00 9�J 68 EL 7.5' 0 '��b�O z 27. NE W roof. In cases where It Is not practical to vent the system to the 7. The outlet Invert elevation shall be a minimum of O.I foot below the DESCRIPTION AREA GOVI=RAGE 0� �- O� < " nE U �T ..PP y�+� yrs R SEMCEff residence roof, a vent pipe may be piped to the exterior of the SUF`'Ll s.�COOO�1v 1 it MPAR + or- ALTH p p y P P Inlet Invert elevation. �--� residence and terminate a minimum of IS Inches above grade and at TOTAL LOT AREA 20,414.0 S.F. , GENERATOR PUMP WALL y0�� `� OFFICE OF WASTEWATER VANAGEMENT least I foot from property Imes. These vent pipes shall be located a EL 7.6 �+ PAD �G ✓ Z p p y p p in Sampling manholes shall have an inside diameter of 2 feet or an EXI5TIN&HOUSE 2,815.0 S.F. 13.8% G� OP BLKD. EL 5.6' W minimum of 3 feet from any window or doorway and must terminate with a Inside area of 2 foot by 2 foot. '9' These documents have been reviewed � carbon filter device. All vent pipes must have a minimum diameter of 2 EXISTING PATIO 594.0 S.F. 2.9% EL 7.6' p ° Go ��� < Inches. 9. There shall be a maximum retention de th below the outlet invert 2�' p Dw � � and are found to be in compliance D elevation of six Inches. EXI5TIN5 GAZEBO 44.0 5.F. 0.2% ? o Q°0590Q E' with the Suffolk County Sanitary Codo 11_ 6. Installation and use of the I/A OWT5 must conform to the O �o- N7 0 Department's approved I/A OWTS guidance document prepared In 10. All sewer Ie, penetrations In the sampling manhole shall be TOTAL AREA of ALL STRUCTURES 3453.0 S.F. 16.95K W d'' 23.00 re uiremenL1 based upon information U.11 p p p p g N -P l STONE LINED submitted b`p the _ IiCBnt .r accordance with the standards for "Approval and Management of watertight. �O N 2 FISH POND L 6.5' Y PP _ Innovative and Alternative Onsite Wastewater Treatment Systems." MINIMUM DE51ON REQUIREMENTS: ELECTRICAL REQUIREMENTS: TEST HOLE DATA r d PST �, DEC 3 V -� Control Panels AMP ARCHITECTURE N o PSPN `NPS 5 0\ "^""'-' Cry Kne L' ��C, = OINEER I. I/A OATS tanks shall be constructed of recast concrete, fiber lass, I. The control anel box must be laced outside on a suitable edestal 15400 MAIN ROAD Z p IJE ANPROVAL DATE - o GAS 1 011110�of Wastewater l�Aanagcr ,.n� polyethylene polypropylene, thermoplastics, or other materials in near the structure that it serves. Alternatively, the panel box may be. MATTITUGK, N.Y. 11,152 C tv SERVICE o� o z _!• < . accordance with Department standards and IONYGRR, Appendix 75-A. mounted on an outside wall of the structure (preferable a utility room, 516.214.0160 DC7 v METER o ����c� �\ E^�'fi S0.Y1 tea The use of steel tanks Is prohibited. g p g p 02.22.201,1 Z r� o N p and not a living space). Other locations for mounting the anel box will be considered by the Department on a case-by-case basis and with I/A t"` �� � CANT. 1 2. When an I/A OWT5 requires a septic tank for pretreatment the septic OWTS manufacturer approval. y m z y o z p Z o a_ Ly r0,01,-e ��'1� �l! tank shall be Suffolk County Department of Health Services 12/29/19 to p'rn_p Page 139 designed In accordance with sections 5-107 and 5-109 of this 2. The name of the I/A OWT5 04M Provider must be clearly Identified EL=q.I' "� 1 -� v 5� o c� P/0 LOT 6 standard. on the outside of the panel and Include a phone number to contact in O Z . -' `s3, -p �� '0 p g y case of alarm. 70 0 rn CLEM �Ua 3. Unless otherwise specified, the leachin structure/s stem that follows BROWNoVr on I/A OWT5 shall be, designed in accordance with section 5-10'1 and 3. Exterior panel placement enables the system to be serviced at any OL LOAM C O lo,MIN. OD 5-110 of this standard. time, eliminating the need to access the Inside of the building. D S � 5p 61 MIN. �, 1 4. The panel box must be within view of the system location to help 2.5' - 1�1 Z d N' Lp / P y f CONC.-PAVE 4. At a minimum, all I/A OWTS treatment tanks shall have 20-Inch facilitate operation and maintenance. � O STOOP R/O 'y+ �a � p LOT 6 covered access openings BROWN FINE TO N STOOP �. pro P/ to grade located over the Inlet and outlet. Covers shall be either 5. The control panel shall be laced at a comfortable height for 5W COARSE SAND WITH -p , �.. �`' Z co \,yP LP LP Lp �, DWELLINGR 20-Inch diameter watertight and Insect-proof locking cast Iron covers access In accrdance with Federal Emergency Managemengt Agency 10% GRAVEL EL.qI I' O ' � �, - LIC WATE or thermoplastic covers at final grade. All covers and chimneys/risers (FEMA) flood zone requirements. 5.O' - iTI wp AC UNIT / , PUB shall be, designed In accordance with section 5-III of this % HEAT ST OP ` tN• standard. GH CLAY Q0 PUMP ; 5'yT 6. The panel shall meet National Electrical Manufacturers Association 6.0' / (NEMA) 4X specifications. 0- 5. _ When a I/A OWT5 is approved to be Installed in a driveway or BROWN FINE TO parking area, the unit shall be designed and/or installed to withstand 7. All below grade wiring must be, run In electrical conduit. The conduit 5W COARSE SAND WITH + R ew LC 7 HS-20 or H-20 loading as designated by must have appropriate seals to prevent gases and moisture from 10% GRAVEL AASHTO. reaching the control panel or Junction boxes. 6.4' 6. Garbage grinders shall not be permitted when on I/A OWT5 is utilized 5. Each system shall be, equipped with a functioning warning system which t as means of sewage will activate audible and visual alarms that can be readily seen and \ t disposal. heard by the occupants of the building served. The Department ,�9 OVERHEAD WIRES EL recommends a telemetrydevice be. Installed to provide immediate �- D Water softeners shall not discharge Into an I/A OWTS and the remote alarm notificatioto the 04M provider cvered by the 04M `TILITY M ' Z Department recommends water softener backwash be connected to an WATER 0 Z agreement. VAULT OLE 79,J O onsite drywell acceptable to Town or Village building Departments. WATER IN BROWN ol. Systems which are not designed to flow by gravity are recommended ``'W FINE TO COARSE CMF I nW •?OAD ' 8. I/A OWTS tanks shall be watertight and constructed of sound and to be equipped with a control panel with means of connecting a SAND WITH 10% MENT 05 00 R 5 Z durable materials that are not subject to excessive corrosion or portable generator to operate the system during a power outage. ORAVEL , EL 7. EDGE OF pAVE S79° SALT 7 0 y LD G 0i. All tanks must be watertl ht. Two methods of ensuringtanks are PUMPS. BLOWERS, LEVEL SENSORS, AND CONTROLS: DWELLING 56 C DWELLING ti ti D -SER PUBLI m watertight shall be either vacuum testin or water ressure testin , C g 9 P 9 1. The electrical junction box serving the pump motor and gloats must be PUBLIC WA 100 Q methods as follows: watertight and located outside the I/A OWTS tank chamber. 17' LUNG 10. Vacuum testing: Seat the empty tank and apply a vacuum to four (4) 2. Any blowers located outside of the I/A OATS unit must be placed on COMMENTS: WATER ENCOUNTERED DWELLING W Inches(IOOmm) of mercury. The tank is approved If 90% of vacuum is a pad Suffolk County Department of Health Services 12/29/19 Page 145 75 LIC WA w held for two minutes. (concrete, plastic or fiberglass) and have a soundproof enclosure 8.4 BELOW SURFACE PUB w 11. Water testing: Seal tank;fill tank with water to outlet invert cover. 0 elevation, let stand for 24 hours. Refill the tank to the outlet Invert 3. All Pumps and float trees must be accessible and serviceable from DWELLING p after the 24-hour period Is complete. Let the tank stand for on access openings. additional 10-hour period. The tank is approved if water level Is held D WgTER N for the 10-hour period. Water pressure testing Is recommended to be 4. The floats shall be attached to a Schedule 40 PVC float tree that PUBLIC done onsite after Installatlon. can be easilyremoved for service or adjustment. The floats shall not I I ° ° 10 '° 0O ,O J SI TF_ PLAN be attached to the force main. w Z �A OWTS TANK GONSTRUGTIDN MATERIAL REQUIREMENTS: Non-Concrete Tanks 5. The Department shall observe the pump system operate through a SCALE: I'-O" = 20'-O" E Q normal operating cycle. 0 Ix A. All walls, floors,and roof and access covers shall resist an applied U p force of 300 pounds per square foot (psf). b.lrspeotlon for leakage of the force main fittings will be made during SPECIFICATIONS a I III �'�`I /= S�S DETAIL 0) the pump test procedure. MODEL MAC 8OR EXISTING YSTEM CONTROL/ALARM la L I �! I J e-1 B. Unless otherwise stated In this standard, non-concrete prefabricated AIR FLOW 28 CFM F.F.EL= 10.6' (NEMA 4X RATED) NOT TO SCALE IJU coo tanks shall conform to the International Association of Plumbirg and ALARM PANEL SHALL BE: NORMAL PRESSURE 2s PSl Q N Mechanical Officials (IAPMAO) American National Standard for POHM 12ovn.0A160H: AC 80R BLONER 0 Prefabricated Septic Tanks AN51 ZI000-2001 material requirements OUTLET CONNECTION 3/4 INCH z -IN A WELL VENTILATED AREA A5 DRY AND PROTECTED FROM l-lEI&HT Il Las HEAVY DUTY LOCKING CAST and any updates thereto. G.O. •. I ELEMENTS AS P05515LE Powlax coNsur>PrloN ss w IU I 15"MANHOLE(TYP IRON COVER TO GRADE > PowER CABLE b FEET Q RECIRCULATIO G. Non-concrete tanks shall not be Installed In areas where the DE EL=8.5 ASSEMBLY 5% MAXIMUM SLOPE GRADE EL=-1.8' -IN AS GLOSS OF PROXIMITY TO MAGBLOWER AS POSSIBLE �z groundwater level can rise to the level of the bottom of the tank(s) Installation/Operation&Maintenance Notes: T_Q 4" t- Unless: Install blower on concrete base. Ensure adequate ventilation `t - -WIRED BY QUALIFIED ELECTRICIAN - 9 � N SDR 35'�PVG:OR• • '' '' ' �' ' I. The tank Is manufactured to accommodate on anchoring system. and protect against sunlight. __ .,.. Maintenance re uiresatrainedtechnician. INV. EL. "1.0 MIN. 4 DIA. 2. The design professional submits buoyancy calculations. -IN A LOCATION THAT ALLOW5 UNENCUMBERED ACCESS FOR q `t m - 3. Calculations shall be, done with highest ex ected/recorded round For maximum efficiency,inspectanacleanimemalaireher EXIST. CRAWL SPACE SDR 35 P`/G OR _' EQUIVALI=NT INV. EL. 6.4 �� DAR 9 p g INSPECTION AND MAINTENANCE once eve 3months EQUIVALENT Q � . = MIN. PIT•.GH. . I 1 �� Y/ water. _ "' '- 4. A safetyfactor Of 1.5 Is required. To provide a safety factor Of 1.5 Replace diaphragm/valveassemblyonceever3,12months MIN. PITCH ":I' ® LEACHING POOL - LEACHING POOL `{ M. R0 q P y AIR BLOWER SHALL BE: (Note: A damaged diaphragm will trigcer the Automatic-Stop INV. EL. 6.5' O 0 g <`' anchoring or additional ballast can be used. Soil cover on top of the s function). i © T t `fl F �,y tank til Q3 tf1 = _ �,� shall not be considered when determining the amount of anchoring or -IN AS GLOSS PROXIMITY TO CONTROL PANEL AS POSSIBLE i INV. EL. 6.7' ballast weight required. I 5. Particular care must be taken duringInstallation, bedding, and /� 8 y t, � g -ON A SOLID (E.G. CONCRETE) PAD TO MINIMIZE VIBRATIONS /4 backfilling - - FUJI MODEL CE5 g - tt� of these units so as to prevent damage to tank walls. The -IN A LOCATION ABOVE WATER LEVEL = 1A 5 �- _ 374 y0 manufacturer's GROUND WATER EL=0.7' 0 F N Installation instructions shall be followed. -AWAY FROM GREASE EXHAUST FANS � ° _ CHAMBER Volume (gal)6. All tanks should be sold by the manufacturer completely assembled. BACKFILL MATERIAL SHALL BE If, because of size, the tank is delivered to the site in sections, all -AWAY FROM BEDROOM WINDOWS AND OTHER LOCATIONS WHERE Ql Sedimentation Chamber 1,18 COARSE SAND AND GRAVEL joints shall be sealed with watertight gaskets. OPERATIONAL SOUNDS MAY BE A NUISANCE - (2 Anaerobic Filtration Chamber 1,18 L.EAGHING POOLS (5) 7. All tanks shall be tested for water tightness after Installation using a II I It Q3 Aerobic Contact Filtration Chamber ,15 method specified by the manufacturer and approved by the Department. -IN A LOCATION THAT ALLOWS UNENCUMBERED ACCESS FOR -74 ® Stora e Chamber 44 1. MINIMUM LEACHING SYSTEM FORA 4 BEDROOM HOUSE POOL HOUSE IS 2'i sq ft 51DEWALL AREA. PROJECT: INSPECTION AND MAINTENANCE I I D. In addition to the separation distances stated in Table I, © Disin'ection Chamber 4 5 POOLS;3' DEEP, 8' dia. G ERACI non-concrete tanks shall not be Installed within three (3) feet of a -WITH PROPER ELECTRICAL GROUNDING Total Volume 540 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) driveway or parking area unless a permanent fence or other permanent traffic barrier Is Installed (such as curbs). -WITH WIRING AND ELECTRICAL CONNECTIONS MADE BY A LICENSED SPECIFICATIONS LEACHING STRUCTURES, 50LID DOMES AND/OR SLABS. ELECTRICIAN Anaerobic Media PP / PE Fil lin Rate 31% 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). RESIDENCE - WITH NO OBJECTS ON TDP OF ELECTRICAL CORD = ( I� Board T e Aerobic Media PVG / PP / PE Fillin Rate 1&% 4. A lo' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. Aerobic Media PP / PE Fillin Rate 55% 5. AN 8' min. DISTANCE BETWEEN SEPTIC TANK SHALL BE MAINTAINED. -IN AWELL-VENTILATED SPACE OUT OF DIRECT SUNLIGhT AND N1`4 Blower 2.8 cfm PROTECTED FROM ELEMENTS SUCH AS DIRECT RAIN OR SNOWFALL to Tank FRP Pi in PVC / PP / PE KEY MAP 525 OLD SALT ROAD Access Covers Plastic / Gast Iron MATTITUCK, N.Y. 11952 l F Disinfectant (Optional) Chlorine Tablets SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL �41I ,\0 �,� 2� y� DRAWING TITLE: MAC 80R BLOWER -I/2" VENTILATION PIPE SCO SCUM BAFF YL �_� SITE PLAN �` AS-BUILT SEPTIC SCALE: I-I/2" = 1'-0" 21-53/ I, -�I'�1% II 21-0„ EG I RGULP�TI ON AIR LIFT PUMP ISINFEGTION 4" INLET PIP 3 GYL I NDER (OPTIONAL) PAGE: r 4" OUTLET PIPE SP-100001 INLET BAFFLE- (D 0 5 EFFLUENT AIR LIFT PUMP DATE: 11/26/19 10 F 1 REG I RGUL,�,TI ON PIPE FLOW BAFFLE /2" AIR INTAKE o ' FLOW OPEN I NC (TYP. (GLEAN I NO OPEN I NO) �� SITE FUJI CE-5 FLAN /I ^ O 300 600 q00 0, ()o SCALE: I/2" = I'-O" GRAPHIC SCALE OEN:E AL 5),`��50L <E***r : STRUCTURAL DESIGN LOADS TABLE 8301.7 CLIMATIC AND OEOORAPHIC DESION CRITERIA A p USE LIVE LOAD DEAD LOAD LL WABLE DEFLECTION OF STRUCTURAL MEMBERS _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR GROUND SNOW LOAD 20 L55 SM w/ BATTERY BACK-UP STRUCTURAL MEMBER ALLOWABLE DEFLECTION EXISTING TO REMAIN EXTERIOR BALCONIES 60 psf 15 psf O CARBON MONOXIDE BASIC WIND SPEED 130 MPH NEW WOOD FRAME (L.G. GO DETECTOR DECKS 40 psf 15 psf RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 STL. WHEN APPLICABLE) EXPOSURE CATEGORY B W/ NO FINISHED CEILING ATTACHED TO RAFTERS O HARD WIRED SMOKE AND CARBON PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN NEW PARTIAL HEIGHT SM/GO MONOXIDE DETECTOR COMBO SEISMIC DESIGN CATEGORY B WOOD FRAME (L.G. STL. INTERIOR WALLS 6 PARTITIONS H/180 W BATTERY BACK-UP ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf WHEN APPLICABLE) WEATHERING SEVERE FLOORS 3 PLASTERED CEILINGS L/360 NEW FOUNDATION WALL 50 G.F.M. EXHAUST ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf El FAN w/ DAMPER FROST LINE DEPTH ALL OTHER STRUCTURAL MEMBERS L/240 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 50 G.F.M. EXHAUST TERMITE MODERATE TO HEAVY ® MIN. (2) 2x4 STRUCTURAL FL FAN LIGHT GOMBP EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 POST FOR 4 WALLS SLEEPING ROOMS 30 psf 15 psf H/ DAMPER ICE BARRIER REQUIRED YES (MIN. (2) 2"x6" STRUCTURAL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 POST FOR 6" WALLS), U.O.N. STAIRS 40 psf 15 psf - EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GUARDRAILS AND HANDRAILS 200 psf 15 psf GENERAL WIND PROTECTION CONNECTION NOTES: j ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIALROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC CONSTRUCTION;SSTD 10-111 AND 2015 550 HIGH WIND EDITION WOOD FRAME p 15 psf FOR CATH. CONSTRUCTION I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, W FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH � 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. V 3. METAL PLATES, CONNECTORS, 5CREW5, BOLTS AND NAILS EXPOSED W DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND SIDINGJ, FRAMING ANCHORS OR CONNECTORS SHALL BE V PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING O Q 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER IS LOCATED m IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. Q 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY " _ - -.FINAL WIDTH BASED ON--- ----- I6 WITHIN 4OF EXTERIOR CORNERS. ,e.�.:-.:--. DINING ROOM WIDTH -�--- . - _ 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED --- TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER -- --- - -- OF I" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE � -=�,, PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS -.-.-::----.....,....�:_ AND AT SPACING NOT EXCEEDING 4' ON CENTER. 5/4" x 6" DECKING ---- --- HOMEOWNER SELECTION - O __--,. _.,_,.__-__._ ,. _.- _... � NEW DECK FLOOR PLAN NOTES d _•_ .w-:::;--: :::.=;;T_ ----=--;- _, DOOR NOTE: I I. INSTALL NEW INTERIOR DOORS WHEN GALLED (2) 2"x10" HDR D OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED - OUT ON PLANS BY THERMATRU' OR EQUAL). - RE USE SLIDERS 3.DOOR TYPE TO SELECT FROM LIVING ROOM 4.INSTALL AS PER MANU 5PEC.'s -- -- ---- � ., 5'_q'X6'-8" Q 4 .m SMOKE DETECTOR / Go DETECTOR NOTES: x b� „... I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT MODIFIED SMOKE /CARBON MONOXIDE COMBINATION DETECTOR OFFICE i- _ -_- ----..,.__..,-•:,_-.. - r �I HARD WIRED TO EACH OTHER W BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEG.'s -- 3 -- -- ,- 4_73 ff - NEW (2) 2"x6" NEW (2) 2"xb" - - 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR -"47�4 w `1 " POST TO RIDGE POST TO RIDGE IN COMPLIANCE WITH LOCAL CODE _ - B - NEW-FLOOR-FINISFF- WINDOW NOTE: m HOMEOWNER SELECTION -- - - - -- O I. ALL NEW WINDOWS # DOORS SHALL BE2 2"x8" HDR ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, OR GLIDING (AS NOTED); INSTALL AS PER MANU. \ 10'-3y4 � \ 13'-O" - - 5PEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN / I - "GLASS WINDOWS AND DOORS" ON PA5E A-100 \ NEW (3) 2.IF CASEMENT WINDOWS - ALL G5MNT WNDW5 / 2"xb" P05T SHALL HAVE STRAIGHT ARM HINGE WHEN \ TO VALLEY .D SM/GO 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP.GL. DN. ( ) 2"x8" HD (:2T Z. H R _...........-- _ Z w EGRESS NOTE: EXIST. � IN COMPLIANCE WITH NEW YORK STATE BUILDING 24x6 / \ STORAGE w - - u -- - _ ROOM z: 0 CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF - _-_,--, 8'-O" ca -10" -I I" 2'-113 2'-7" NEW ('�) Qr .0 _ - _ U EGRESS SHALL BE FOLLOWED: - ,.---- - / --- - --- p \ `�NEWS+ Q p 2"xb" P05T -� - - -- NEW (3) 2"xb" a iv GL. sts z iS TO RIDGE ® NET CLEAR OPENIN&........... 5.7 S.F. ___-._._.. __-_.___._ _-___-__ ..__.__ / P05T TO VALLEY _ I cV NEW , 2 NEW LOUNGE \ N NET CLEAR HEIGHT............... 24" MINIMUM -- -- GL. x Q I 4 w Q NET CLEAR WIDTH................. 20" MINIMUM - - - ..,�--=---�_-....__._ ......._-...................--- NEW (3) 2"xb" b 4 N +� z \ - - - POST TO RIDGE 4 I �� d) +y UNHEATED SPACE OWINDOW /DOOR FRAMING. `— NEW x 4 SEE PAGE A-200 FOR FRAMING n--- _:- ---:,w- -_--- N ED \ iv w ELEMENTS AROUND DOORS AND - NEW BE ROOM 4 I CL• O BATHROOM bf_63�4ff r -.__ __-_ WINDOWS (TYP. FOR ALL) U.O.N. N 3 5 ffn ORAILING NOTE: NEW (3) 2"x4.. I. 42" HIGH GUARDRAIL 4 SPINDLE SPACING _- n.- POST TO VALLEY NOT TO ALLOW PA55AGE OFA 4" da SPHERE; A =--== - O *` 36" HIGH HANDRAIL 8 SPINDLE SPACING NOT - `� TO ALLOW PA55A6E OFA 4" SPHERE - A-Soo - = m A-500 ' " ®� 2. GRIPPABLE RAIL AS PER CODE _ M ,_._,___.-. NEW FLOOR FINISH 2-3 (2) 2"x6" HDR F �� a 3. HANDRAILS AND GUARD5 ARE DESIGNED HOMEOWNER SELECTION FOR A MIN. 200LB LIVE LOAD AND A + v = . SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE _-_- - " 3 4 _ 3 4 !-, l•' = -` -= - =-__ _ - (2) 2"�8 HDR � _ �--- - ------�----� (2) 2"x� HDR ' t I r, ,t �s — - kid - E TOP. ; ,I i A 5 f, w , ( I, E 7 E;. t -7- Pill ,s I is G r } - - i i i. ROJECT. k - P _ . _ T - E Lu GERACI RENOVATION E ELS 3' 3. E: I I 4 !I i,�$ !f ib{ t• i�C 'I �`_� ! t:I (`I ! iI 525 OLD SALT ROAD ( �,. MATTITUCK, N.Y. 11952 l=. pE 111 �# .�l 6 # f• iI` Ii: E f I t t ili. s Et• :I I 3 I.'; If i I�;I � }i DRAWING TITLE: SEGOND FLOOR FLAN — 1 ,14-7 S.F. SECOND FLOOR PLAN SCALE: 1/4" = I'-O" ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'s. SEE PA6E "A-201" FOR NAILING 4 STRAPPING DETAILS. MIND OW CHART,,` ..._......._....._........_...._....._.....,.,,.._...............,._,._�_..�._:,,_..� ----- AGE. CLEAR WINDOW ROUC-�i-} ©PENING WINDOW DIMENSION NOV Q 2019 WINDOW OPENING CALL-0 TYPE QUANTITY MODEL # WIDTH REQ'D: 20" UT A-401m0l WIDTH: '.,;,.. '.;1 iElt'H I WIDTH HEIGHT HEIGHT D:24" OPEN REa'D: 5.7 S.F. AF2 GW24 4 ={ . .` ]t . 4'-8 " 4'-O" 6.8 S.F. B GLIDING 3 042 4�C> - DATE: 10/29/19 It' 3'-n off I'-lo ,off5 OF 9 C HALF I GTG3 ; 6`--C7 " 5'._2 ",: ,.:: 5'-II �ff 3f_2ff CIRCLE D SIDELIGHT--- 2 FWSL1368 1'-3 ": 6'-b 1'-2 " 6'_7 " U A55REV AT ONS FACE KE)O00 : AQJLaJFE`V�I ^T10 IG K KIP5(1000 L135)Lri I`lJ MANU.SPEC.'. MANUFACTURER'S SPECIFICATIONSf TITLE PAGE BD. BOARD MAX. MAXIMUM BFE BASE FLOOD ELEVATION -" [MECH. MECHANICAL BLDG. BUILDING MIN. MINIMUM ` y BM BEAM NAVDab NORTH AMERICAN VERTICAL DATUM OF IgbB B.O. BOTTOM OF WC,BG NEW YORK CITY BUILDING CODE BOT. BOTTOM O.G. ON CENTER — QQ SITE PLAN B.OW 150TTOM OF WALL OCG. OCCUPANCY GENERAL NOTES G.J. CEILIN6 JOIST PBFE PRELIMINARY BASE FLOOD ELEVATION DBL. DOUBLE P.GONG. POURED CONCRETE DFE DE516N FLOOD ELEVATION PL PLATE DIM. DIMENSION PLYWD. —�PLYWOOD —200 HOEDOWN, ANCHOR BOLT, D.J. DECK JOISTS P.T. PRESSURE TREATED EA EACH REQS ��� STRAPPING & NAILING DETAILS ELEV. ELEVATION RI RISER STRUCTURAL DESIGN LOADS EQUIP. EQUIPMENT P.M. ROOM EXIST. EXISTING R.R. ROOF RAFTER DEMOLITION PLANS EXT. EXTERIOR STU. STEEL FA.I. FRESH AIR INTAKE S.V. SMART VENT ` o- FAR FLOOR AREA RATIO ` $' ; TBD TO BE DETERMINED ; F.A.V. FRESH AIR VENT TEMP 6L. TEMPERED&LASS ae' FINISHED FLOOR _ THK. THICK FF ELEV. FIRST FLOOR ELEVATION T.O W. TOP OF WALL Q rt r FIRST FLOOR PLAN w F J. FLOOR J015T5 Tr TREAD ' FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION x � ''p. TYPICAL rFJ FRAME a. W U.O.N. UNLESS OTHERWISE NOTED FRPR. FIREPROOF V.I.F. VERIFY IN FIELD GYP.BD. GYPSUM BOARD I— WITH A-40SECOND FLOOR PLAN U r. J H,D. HOLD DOWN Wp, WOOD HDR FHDERZONING RESOLUTIONGER INSUL. INSULATION INT. INTERIOR �! —J®® ROOF FRAMING PLAN x ; f SECTION 'w.';, 'a'- ,t 'S' `F' Y{ S ext.:. ,r• €, 'J, < t'^h4 ' t Y�%, t. .d �` .{ :,J- i f.yr. "•s ', 7. � �'-g" ,°.4%>.`l4'' yk,,.'.�"'_ � -x ', /) ROOF FRAMING PLAN SECTIONS r. j4 Y _ t'fz PLUMBING RISER DIAGRAM A-700 ELEVATIONS APPROVED AS NOTED DATE: 3 WIC d or - B.P.#` d vtvl. irk !: „' �. �:� FEE: r�� C ) � 11 G; B B e g; equired. NOTIFY $ k „ x , f - , s,+�8 �6J-11 '���>� :1'0 4�pM A�' FOLLOWING INSPr^,TIC NS: FOR THE TWO REQUIRED n ' u .D-- MR�e�yy+'Ei■F�.AyTy� .{_ k .l",• `'j;^�f�. _ }'h. �• • '''• .� '�.fYC�y�� L�a•Y •ir ���y� '� 4. FINAL . CONSTRUCTION BE COMPLETE FOR C.O. MUST ALL CONSTRUCTION SHALL MEET THE N L?I iii .rx°:A. �: 'Y,,,.,�� REQUIREMENTS OF THE CODES OF NEW ~ YORK STATE. NOT RESPONSIBLE FOR z DESIGN OR CONSTRUCTION ERRORS. o NLL AD R C RT CO TE T 8 Fri ;E �V r SO DE US b I WW TE COMPLY WITH ALL CODES OF OF:L.Y SYS TEM CA NO NEW YORK STATE & TOWN CODES > XG Ed o AS REQ ED AND CONDITIONS OF SOUTHOLD TOWN ZEA .._._ SOUTHOLD TOWN TRUSTEES �P�� N.Y.S.DEC OCCUPANCY pR . . OC ELECTRIC L INSPECTION R UTAED USE IS UNLAWFUL 0 ,,i �r� WITHOUT CERTIFICATE OF OCCUPANCY PROJECT: X33 ARCHITECTURE ANTHONY PORTILLO, RI.A. , LEED AP ERA CI y i �..�.,� �., .,_ > ,.,•. :� -„ DRAINAGE " INSPECTIONS ARE RE(�UIRED conte RENOVATION ctTos� 0 ATION :15400 MAIN ROAD 2 36TH SSUITE 256r►glneering at ass.,so beforeDackfill,OR Provide Engineer's certification th^t the rd !nage has been Installed to Cod e. NIATTITUCK, N .Y. 11952 BROOKLYN N .Y. 11232 525 OLD SALT ROAD All exterior fighting L11�,�BlN .4 installed,replaced or ALL PLUM'BIf G W'S1 E MATTITUCK, N.Y. 11952 F LLC 0:516-214-0 :160 0 repaired shad conform &�'VATER LINES to Chapter 172 TEST1tIG QEFORF c DRAWING TITLE: P Of the Tojvn Code TITLE PAGE anuals is P, JanaSasl . e. ,t`3YSyEner ;y-, PAGE: ” 2018 T-100 DATE: 3/02/18 1 OF 9 TOTVN 0r�0 � i, , , , :f. PLUMBING � O V R GE: CARPENTRY SITE ?� POUT PSG SIG AT IONS L NOTES. NOTA I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH 2 b BETTER (Fb 8?5) UNLE55 I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) IT IS THE CONTRACTOR'S RE5PON51BILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER I. THIS I S AN ARCH I TEOTS SITE PLAN 15 TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. 5Y5TEM5 TO NYC PLUMBING GORE AND NYC DEP REGULATIONS AND NYC SPEVFICATION5,AND BE FAMILIARIZED W 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. WITH THE PLAN5 PRIOR TO WORK BUILDINGS BULLETIN 2008-005. MAINTAIN SUBJECT TO VERIFICATION BY A LICENSED TAX MAP # 1000-144-OS-I� 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. SURVEYOR. THE INFORMATION GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION REPRESENTED ON THIS SITE PLAN 15 TO THE DISTRICT R-40 (NONCONFORM I N(5) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALAN5ULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"x6" AND AT BASE OF VERTICAL WASTE PIPES. ARCHITECT'S BEST OF <NOWLEDGE. APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER 2. SURVEY INFORMATION WAS OBTAINED °/O LOT 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR FOOT. DESCRIPTION AREA ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO EGUAL FROM A SURVEY DATED NOVMEBER 25, COVERAGE STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: 200q AND PREPARED BY: 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN _ DISH WASHER.........................................2" TOTAL LOT AREA 20,414.0 S.E. FLOORS, ROOFS, AN WALL5. KITCHEN SINK........................................2 AND AUTHORITIES HAVING JURISDICTION. - LAVATORY...............................................2" PECON I G SURVEYORS P.G. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUB5, - 5HOWER/TUB..........................................2" U.O.N. - TOILET........................................................3" P.O. BOX r-iOcf EXISTING HOUSE 2 863.3 S.F. 14.0% OF THE OWNER/BUILDER - LAUNDRY .................................................2" 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING - FLOOR DRAIN..........................................5" SOUTHOLD, N.Y. 11 q-71 SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" TELEPHONE: (631) -165-5020 EXISTING STONE PATIO 51 f 0.8 S.F. 2,q% WITH THE WORK. THROUGH ROOF. 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE a• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. P.T. "I. PROVIDE FROST-PROOF HOSE SIBS WITH EASILY ACCESSIBLE DRAIN e EXISTING GAZEBO 44.4 S.E. 0.2% DRAIN COCKS AS REO'D. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. H 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AN BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 5. WASTE FROM CLOTHES WA5HER5 AND LAUNDRY TUB5 ARE TO BE PROVIDED EXISTING GONG. ON GRADE 85.0 S.F. 0.4% 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. EXISTING FISH POND -12.0 S.E. 0.4% 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE.11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION 15 REOUIRED BY LOCAL JURISDICTION PRIOR TOTAL AREA OF ALL STRUCTURES 3655.5 S.E. I-1.C10/0 W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHINC TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. APPROVED EauALMAXIMUM COVERAGE ALLOWED = 20% 11. THESE SET OF DRAWING .S ARE THE PROPERTY OF ANTHONY PORTILLO, RA 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED LLJ V PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. NOR ANY POTENTIAL DAMAGE THEREOF. F- U 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS NNE RESPONSIBLE FOR DESIGN INTENT ONLY. MECHANICAL CO8CTIONS: 4 J EXCEED 6'-0" AND AT EVERY &-0". J 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I5. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE SUBSTITUTED Q WITH AN APPROVED EQUAL PRODUCT. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 5GHEDULE AS "SIMPSON" MANUFACTURER. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES . BROOM GLEAN. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL I"i. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED AND ORDINANCES. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PERr'^ 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB C/ Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER �,• �` THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A Ib" SPAN. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED / COMPLETION OF PROJECT. la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 1• VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT ASPER PAGE A-I THROUGH A-3. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON TOP MOUNTED BEAM HANGER -� 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ARCHITECT/ENOINEER, AND THEIR AGENT'S AND EMPLOYEES FROM AND IN ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 20. „P.T. SPECIFIES PRESSURE PRESER DRILLING LY TREATED LUMBER ATTORNEYS FEES ARI51N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, f� Q INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER �1 G`°O✓t O �_ p,tt ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACT!5 ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A � V 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: O PARTY INDEMNIFIED HEREUNDER. \ 0 A. TRU55 J015T McMILLIAN IAE MIGROLAM 0 %S\ 1 1 B. OEOR61A PACIFIC 2.OE G-P LAM � ` 15. ALL MATERIALS, ASSEMBLIES, AN METHOD OF GONSTRUGTION INCLUDING coV Gf�ZEBO '� •� O P5L (PARALLEL STRAND LUMBER) DENOTES 0 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING A. TRU55 J015T MCMILLIAN 2.OE PARALLAM •�/� O ~ 6, O, OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR /� ALL TO BE INSTALLED AS PER MANU. 5PEC.s / Wi': 6 TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 1�, . �� (?t /7� Q APPLICABLE GORES AN GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS (1 1 AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22• FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE /� Y CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, / - NOTES, AND TABLES ON PAGES A-1, A-2, d A-3. TK- FASTENING SCHEDULE AUTHORIZATION OF THE ARGHITEGT/ENCINEER. I9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING v GONG, F/SH NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS b MANU. SPEG.'s). 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. = � STONF PAT/O 'J 1 o��tQO WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. Q Pj -=4P '�� �`O O •��t 25. COLUMN BEARING AS FOLLOWS: 0 / - 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACT'URER'S WOOD P05TINO TO BE BLOCKED 50LID TO FOUND.WALL w/END GRAIN, /' AREA OF �-- SPECIFICATIONS, UNLE55 NOTED OTHERWISE. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-5HRINi: GROUT 341 �! i �l i �! l! �! l , EXIST. 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLSURE P4/ )d/2" LONG HOOKED BOLTS ®2" 0 ANCHOR BOLTS (4" KNEW FOUND.WALL5 ). FOR ANY SECOND Q't 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FOR REOUIRED REINFORCING (® MIN. I6" O_ l i ! !l i i = FLOOR `,�O`°O•2 O t UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORK5 WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). COPYRIGHT PROTECTION ACT OF 1x90 (AWCPA), WHICH HA5 SEVERE PENALTIES. (BUTllll WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ / ! / / / != c 23• STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, i i ! ! l i i ! "� _ w COLUMNS TO BE MIN.Y" BENT PLATE 8" LONG U.O.N. WITH TOP GAPS ® STEEL L a GORES AND REFERENCE STANDARD: w/6" RISE # w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-I THROUGH A-3. EX157 DRIVENAY BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MAINTENANCE CODE. ` i 11 !l i ! i l i ! i ! ! i W 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING CONNECTIONS OF ASPHALT ROOFING SHINGLES WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WIOOD FRAME I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING CONSTRUCTION MANUAL BY AF d PA. SHINGLES OR APPROVED EQUAL. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING 2• SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE / ;!i! ; AREA OF PROP.' GORE. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ' / ! ! / SECOND FLOOR'/ AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL / i ' RENOVATION 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL LINE. 8 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. ! i / i ADDITION ! ' ! / ! i 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF l i l i 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, CONSTRUCTION. NFPA -10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ,t.0 5. NAILING OF ROOFING SHALL BE TO CODE. ' = EX 157. 2 STRY GLASS WINDOWS AND DOORS 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE t I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. AREA OF WD. FR. DWELLING Pr : PERMITTED 7,9? • - 21'-O" 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED' UNTIL PROPER -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR a RIDGE EXIST. ``©- i } F; CLEARANCES ARE PROVIDED. = SECOND HEIGHT 2:12 PITCHES TO 4:12 PITCHES 5. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED -=FLOOR WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF UNLESS OTHERWISE NOTED. THE SEALANT TO UPLIFT FORGES USING A57M D 6551. EXIST. GONG. STOOP TO REMAIN - PROJECT: 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE GYPSUM WALL BOARD G E RAC ENERGY CONSERVATION GORE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. 1 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR R E N OVATI 0 N 2. ALL GYPSUM BOARD SHALL BE 1/2 ON WALLS AND CEILING, UNLESS ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 9 Av 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL DEEMED APPLICABLE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. ", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET �� 525 OLD SALT ROAD SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 1 EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL MATTITUCK, N.Y. 11952 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. Q ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE i CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE h THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS ` m�' DRAWING TITLE: CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO. DE51ON PRESSURE, TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EORE55 GENERAL NOTES REQUIREMENTS. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 1 Q ALL OPENINGS. R9 _n SITE PLAN 10, WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. \ t TEMPERED CLASS. `` i ELECTRICAL- � I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PAGE: INSULATION TO 2011 NATIONAL ELECTRIC CODENFPA •70 AND 2015 INTERNATIONAL ENERGY -� �Qt I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED W ,WITH FOIL FACED .► FIBER6LA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSERVATION GORE. FOIL TO BE PLACED TOWARD WARM SIDE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 2. A-100 PROVIDE 2" R R-10 RIGID FOAM INSULATION FOR, EXTERICR FOUNDATION COMPLETION OF WORK. \ ` _� 1� WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BYSMOKE DETECTORS, IN CONFORMANCE WITH NFPA '72: F("UNDATION WATJ/ CONTRACTOR OR ATERPROOFING.OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 3. - GENERALLY, VERIFY OR PROVIDE HARD WIRED SMOKE DETECTORS w/ BATTERY BACK-UP IN: 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FCLLOW5:9 8 R N A. EACH SLEEPING ROOM tQQtt DATE: 3/02/18 2 QF 9 R-30 FOR FLAT CEILINGS o B. OUTSIDE OF EACH SEPARATE SLEEPING O� .25" R-30G FOR. VAULTED ACATHEDRAL CEILINGS � D - 3.5 R-15 FOR 2x4 WALL CONSTRUCTION AREA IN THE IMMEDIATE VICINITY OF - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION THE BEDROOMS (GENERALLY THE HALLWAY) - 5.25 R-21 FOR FLOORS 51 TE FLA G. EVERY LEVEL OF DWELLING (BASMENT, FIRST FLOOR, 4 SECOND FLOOR,ETC) FASTENING 5GHEDULE A OOVSTRU�TIOV DETAILS ¢ WND LOAD FATH NOTE: THIS 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 I�I I I GS (SEE PAGE A-2 FOR 5TRAPPIN5 AND NAILING REQUIREMENTS, O I�l I�l E�T I O I`l DETAILAND ROUGH OPENING FRAM I NC REaU I REMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT ADPL I E5 UNLESS NOTED OTHERW 15E NOT TO SCALE CONNECTION GI 1$ 02 DESCRIPTION FASTENER SPEC. FASTENER AND G2UANT1 TY SPAG I NG ROOF I$ GE I L I NC FRAM I NO f --'�� • AT STUD TO FLOOR ASSEMBLY G I TO STUD CONNEGTI ON: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JO I S WOOD JO I FOR STRAP - 5 a d COMMON CEILING JOIST TO TOP PLATE (TOE-NAIL) REOUE5T 5K IF NEEDED PER J015T ° NAILS ® EA. END OF STRAP BLOCK I NJOIST HANOE GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP O ° FOR EA. PLATE TO STUD ABOVE I$ OR GIRDER/HEADE BELOW - 2 16 d COMMON NAILS GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) "I-16d COMMON EACH LAP WOOD OI RDER WOOD JOIST COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FRAM I NC OVER WOOD O I RDER JOIST FRAM I NO FLUSH W 1 TH G I RDER/HEADER WALL FRAM I NO w TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT I-- CONNECTION A TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE w V STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. (, J AT RAFTER TO RIDGE HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES Q WALL STUD WALL STUD /' ~~r CONNECTION: TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4' PER STUD BOTTOM PLAT / BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, BOTTOM PLAT J FOR STRAP - 2 8 d COMMON 1,2 BATHTUB SUB FLOOR ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON PER FOOT DOUBLE JOIST DOUBLE JOIST NAILS ® EA; END OF STRAP �'-- FLOOR FRAMING JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST \ BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END \\ BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS BLOCKING TO SILL or 3-16d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST J015T ON LEDGER To BEAM (TOE-NAIL) 3-5d COMMON PER JOIST BAND J015T TO J015T (END-NAIL) 3-I6d COMMON PER JOIST KINO 5TUD5 RAFTE L BAND J015T TO 51LL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I _ PER FOOT GR I PPLE STUD ROOF SHEATH I NO TUL PANELS: (SEE AL5RAPHiG,HEADER IL I O GTRAFFI O @ HEADER STRUC0 INTERIOR ZONE THIS SECTION) 8d COMMON 6„ EDGE / 12„ FIELD Sd COMMON 6” EDGE / 12” FIELD TOP PLATE PERIMETER ZONE (4" O.G. ® CABLE NOTATION: RAKE O.Hl- JAC< STUDS A- NUMBER OF Sd NAILS ® EA. END OF STRAPPING (3.1, P. 15'7-2001) GE I L I NG SHEATH I NO WALL STUD B- NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.23B,P. 193 -2001) G- NUMBER OF FULL HEIGHT KING STUDS m EA. SIDE of HEADER (3.236,P. 193 - ALTERNATE3.23D,Pe. 194 -2001) GYPSUM WALLBOARD 5d COOLERS '7" EDGE / 10" FIELD D- UMBER OF Ibd NAIL5,END-NAILED THROUGH ADJACENT KING 57UD a EA. 51DE (3:7,P. 15.7 6 WORKSHEET-2001) NTO END OF HEADER E- NUMBER OF JACK STUDS a EA. END OF HEADER (3.22F, PI91-2001) D F- NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD WALL SHEATHING TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A TO END OF 51LL(5) a EA. SIDE (DOES NOT APPLY TO DOORS) — G (3.8,P. 15? +€ WORKSHEET -2001) STRUCTURAL PANELS 8d COMMON b" EDGE / 12" FIELD B E eYP5UM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD Z FASTENING SCHEDULE B W lel I ND RESISTANT CONSTRUCT I ON CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOw/DOOR OPENINGS z F IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) 0 CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITIONI V R I DOE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: I" or LESS Sd COMMON 6" EDGE / 12" FIELD � RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ROUGH A B G D E F G GREATER THAN I" IOd COMMON b" EDGE /b" FIELD p :PNC RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER 2'-0" 2 1 I I I 1 W 4'-0" 4 1 2 2 2 2 PLATE-TO-WALL STUD C.520 9) 1& APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2°xb" (MIN) 6'-0" 5 I 3 3 3 3 �D�?�C 2ND. FLOOR WALL TO IST. FLOOR WALL LFTA or G520 @ 36 APPLY TO EACH WALL STUD REQUIRE5 (3) 2"X12" HDR (MIN) M. HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH GRI PPLE STUD '_' r d 7 SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END r3740'5 0' `� IST. FLOOR-UNDER.-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE D (USE WITH 3 SQUARE WASHERS) � yF N` ��1 USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SFs I G I NC OF TOF FL,ATE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE G E RAC SPLICE LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS RENOVATION CONTINUOUS BUILT-Uig C I RDERS THREE OR MORE SUi�i�ORTS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BSG - i ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SGHEIDULE BETWEEN 1/6 BUILDING MINIMUM SPLICE"'4 BUILDING MINIMUM SPLICE'�94 CONNECTION a 1/4 OFA DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) STRUCTURAL DESIGN LOADS 525 OLD SALT ROAD PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: MATTITUCK, N.Y. 11952 MAX.52" WHEN ORDERS MADE UP OF JOISTS NAILED TOGETHER 12'-O" 2'-0"/2'-b" 12-0 ' " 3'-O" USE LIVE LOAD DEAD LOAD A (2)ROWS IOd NAILS• 12"O.C. P 51DE BY 51DE ARE CONTINUOUS OVER THREE OR MORE SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN 16'-O" 3'-O"/3'-9" I6'-O" 4'-O" B (5)ROWS IOd NAILS• 12"O.G. � EXTERIOR BALCONIES 6osf 15 psf DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING J015T5, p G (2)ROWS 1/2" m BOLTS• 12"O.C.STA65ERED; TWO_P1ECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" HOEDOWN, ANCHOR BOLT, DBL.m ENDS BUILT UP 61RDER P MAX.52" TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. DECKS 40 psf 15 psf D (2)Rows 1/2" m BOLTS• 16"O.C. 24'-0" 4'-0"/5'-0" 26 4'-O" '-O" STRAPPING, & NAILING DETAILS NAILING: PASSANCER VEHICLE GARAGES 50 psf AS PER PLAN STRUCTURAL DESIGN LOADS E (2)ROHS 1/2" m BOLTS o 24"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 51DE 28'-O" 5'-O"/6'-3" 28'-O" 7'-O" BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf (2)ROWS 5-3/a"TRU55LOGK SCREWS• 12"O.G. t 1/4 OF A F OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES SCREWED ON(1)SIDE OF MEMBER 32'-O" 6'-O"/7'-b" 32'-0" 8'-O" BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 6 (2)Rows 5-5/e"TRUSSLOGK SCREWS o 16°o.c. P ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf 5r-REI-ED ON(U SIDE OF MEMBER TO BE NAILED FROM EACH 51DE w/ IOd NAILS, TWO NEAR PAGE: EACH END OF EACH JOIST, OTHERS 5TA66ERED w/ A I.TABULATED SPLICE LEN5TH5 ASSUME TOP PLATE-TO-TOP PLATE 36'-O" 9'-O" H (2)ROW5 5-5/B"TRU 5LOCK 5GREW5 0 24"O.G. CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER 5PLIGE ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf SCREWED ON(1)5112E OF MEMBER DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. THREE-PIECE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO : „ , �, , „ , „ J (2)ROWS 5"TR.USSLOCK SCREWS• 12"O.G. BUILT UP 61RDER MAX.52" PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-0" 8-O /IO-O 40-O I I-O SCREWED ON BOTH 5112E OF MEMBER f, THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS 5LEEPING ROOMS 30 psf 15 psf A-200 (2)ROW5 5"TRJSSLOGK SCREWS o 16"O.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED , „ , „ „ , „ K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS 5TA55ERED w/ IN EXPOSURE B 50,-O„ STAIRS 40 psf 15 psf L (2)ROWS 5”TR'LGSLOCK 50REAS• 24"O.C. BETWEEN 1/6 A D15TANGE OF NOT MORE THAN 32 BETWEEN NAILS IN A 5.TABULATED SPLICE LEN6TH5 ARE BASED ON 8 FOOT WALL „ SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT bO-O GUARDRAILS AND HANDRAILS 200 psf 15 psf LATERAL LOADS SHALL BE MULTIPLIED BY H/8; p FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE -701-011DATE: 3/02/18 3 OF 9 NOTE: FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 14-O 'i0-O 19-O 1.BEAMS E HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d 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 5”OR SMALLER „ „ ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR CATH. CONNECTION PATTERN 'B'WHEN 10"OR LAR6ER P GIRDER W WALL- 1.125 80-O 161-0.180-O :2:21-011 10'WALL- 1.25 2.WHEN 5GREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL- 1575 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER 'BALL STRUCTURAL DE51ON r-ON51DERATIONS ARE IN CONFORMANCE WITH GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, 1 NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL FOR 10'-O"WALL ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) OENERAL ERAL I �50L <E***r : : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXIST. ROOF FRAMING EXISTING TO REMAIN TO REMAIN, NEW 0 CARB OR SEL. OONOXIDE ROOF WILL OVERLAY WEND FRAM APPLICABLE) NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON WOOD FRAME (L.O. 5TL. SM/GO MONOXIDE DETECTOR COMBO W BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST ® EXIST. DINING EXIST. LIVING 0 FAN w/ DAMPER EXIST. ROOM ROOM KITCHEN ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST P05FOR �- FAN $ LIGHT GOMBP _�__ (MINT " (2) 2"x6 "STRUCTURAL ___�____= w/ DAMPER UP EXIST. PORTION OF WALL POST FOR b" WALLS), U.O.N. AND BOTH SLIDERS TO f 7 EXIST. SKYLIGHT TO BE BE REMOVED. REUSE OO OO I I REMOVED SLIDER FOR SECOND I I FLOOR ADDITION EXIST. �° I I GL. I I I I EXIST. SKYLIGHT _\I I TO BE REMOVED L------ EXIST. LIVING W ROOM 0 V REF. I——— —— W H D I EXIST. I = J I CL I U J EXIST. I I PANTRY I I Q W I I - EXIST. EXIST. I- -J EXIST. GL. CL. BATHROOM • DN. 0 O EXIST. EXIST. GREAT BATHROOM EXIST. ROOM GL. EXIST. GL. EXIST. BEDROOM EXIST. GARAGE EXIST. BEDROOM EXIST. GL. EXIST. ROOF FRAMING N FOYER TO BE REMOVED EXIST. FOYER Z w O FIRST FLOOR DEMOLITION FLAN SCALE: 1/4" = P-0" r--------------------------- I a I I � REMOVE PORTION OF R.R. FOR NEW I I ROOF DECK i I I I I I I I I 9,F-D Ap% e EXIST. I Y ,� ,� ll, OFFICE EXIST. PORTION OF ROOF TO REMAIN; ATTACH EXIST. RR INTO NEW VALLEY. LINE OF EXIST. RIDGE I 22'-9" V.I.F. 4 h � xa;�,��r" A,- ----------------------------- \ ------------------- / ------------------------ � --------------------- ' ear; Lu EXI5T. WALL TO BE REMOVED I I EXIST. SKYLIGHT TO I I BE REMOVEDi i PROJECT: ILI tib\ z EXIST. ACCESS I O DOOR TO/BD i EXIST. ROOF FRAMING I I GERACI DN.� 0 7z EX w IN THIS AREA TO BE L-----J A SKYLIGHTITO I I REMOVED RENOVATION EXIST. CHIMNEY AND BE REM O�/ED EXIST.I I MECHANICAL F---_ ________________�—� EQUIPMENT TO REMAIN �� STORAGE II I I -----� i ROOM EXIST. WALLS TO BE REMOVED 525 OLD SALT ROAD LL EXIST. ACCESS DOOR \POOR TO BE I , , I I TO BE REMOVED MATTITUCK N.Y. 11952 O REMOVED EXIST. I I I I I UNFINISHED I I I I I EXIST. STORAGEi �_-_--�______1__-_--i i UNA ;TED ICDRAWING TITLE: ROOM --------------------J DEMOLITION PLANS �EXI5T. ROOF FRAMING IN THI5 AREA TO BE EXIST. ROOF FRAMING REMOVED IN THIS AREA TO BE REMOVED -------------------------------------------------------------------- .............. ---------------------------------------------------------------------T-------------- PAGE: 4 40'-0" V.I.F. I I I I I �O® I I I I I I I I EXIST. FOYER ROOF 11 1 TO BE REMOVED I I DATE: 3/02/18 40F9 I I I I L----------------I----------------- SEGOND FLOOR DEMOLITION PLAN SCALE: 1/4" = I'-O" (5EI ERAL <E I : ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 5ERIE5; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE INSULATION 4FENESTRATION R QUIfi' 1"t NTS "A-201" FOR NAILING 4 STRAPPING DETAILS. I C 'ART" . ,� w NDC7Y+l TING TO BE DEMOLISHED R , : :.;:: ;;..-,,;...: .;. , EX 5 IRED SMOKE DETECTOR ... ; ,,,.,, ,.,,;,. .. HARD W , ---- NYSEGG 2015 TABLE SM w/ BATTERY BACK-UP EGRESS GOMFONENT FROFERTI ES GOMFL I ES EXISTING TO REMAIN WINDOW ROUGH OPENING WINDOW DIMENSION CLEAR 8402.1.2 CARBON MONOXIDE GALL-O WOPENING INDOW QUANTITY MODEL # NEW WOOD FRAME (L.6. Co DETECTOR UT TYPE " WIDTH REG2'D: 20" STL. WHEN APPLICABLE) ;,:,WIDTH HEIGHT`: WIDTH HEIGHT HE16HT REOV:24" EXTERIOR WOOD MIN. R-20 AS PER TABLE 402.1.2 NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON OPEN REQ D: 5.'7 S.F. FRAME WALL R-VALUE R-20 BATT OF NYS ENERGY CODE - YES WOOD FRAME (L.G. STL. SM/GO MONOXIDE DETECTOR COMBO A CASEMENT 2 CW24 4'��fi':. 4'-0" 4'-8 4'-0" 6.8 S.F. CLIMATE ZONE 4 w/ BATTERY BACK-UP WHEN APPLICABLE) ;- „ - „ „ MIN. R-4q AS PER TABLE 402.1.2 r B GLIDING 3 642 4-0 ;: °;>1: 11 3-II I-10 ROOF R-VALUE R-4qC BATT OF NYS ENERGY CODE - YES NEW FOUNDATION WALL ® EXHAUFAN w/ DAMPER, C HALF I GTG3 ;: 6"-G� ",`,,- "3' 2 5'-I I " V-2 " CLIMATE ZONE 4 G I RGLE NYSEGG 402.1.3 AND TABLES MIN. 50 G.F.M. EXHAUST D SIDELIGHT 2 FWSL1368 ,-;:;;;-;I'-3 6'=&" - I'-2 6'-� U-VALUE= 0.250 402.1.1 AND 402.1.2 ® 2 ;TURAL FL FAN Q LIGHT COMBP WINDOW U-FACTOR AIR LEAKAGE 0.30 MAXIMUM U-FACTOR=0.35 YES POST FOR 4" yI W DAMPER CFM/5F MAXIMUM AIR LEAKAGE= 0.30 (MIN. (2) 2"x6" STRUCTURAL CFM/SF P05T FOR 6" WALLS), U.O.N. FLOOR PLAN NOTES DOOR NOTE: Lu I I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED F- OUT ON PLANS BY 'THERMATRU' (OR EQUAL). V LJJ 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PEG.'s = J U J SMOKE DETECTOR / Co DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Q SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ' HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. 5PEG.'s 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE OWINDOW NOTE: I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. O SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN O "6LASS WINDOW5 AND DOORS" ON PAGE A-100 EXIST. Q 2.IF CASEMENT WINDOWS - ALL G5MNT WNDW5 SHALL HAVE 5TRAI6HT ARM HINGE WHEN STONE PATIO 3.IF DOUBLE HUNG - ALL DBL_. HUNG WNDWS TO BE TILT WASH 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. EXIST. EGRESS NOTE: GAZEBO IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF EXIST. 2"xb" G.J. E6RE55 SHALL BE FOLLOWED: ® 16" O.G. (V.I.F) NET CLEAR OPENING........... 5.15.F. SISTER NEW 2"x8" NET CLEAR HE15HT............... 24" MINIMUM F.J. ® I(o" O.G. NET CLEAR WIDTH................. 20" MINIMUM EXIST. KITCHEN Q Lu WINDOW /DOOR FRAMING: O m O SEE PACE A-200 FOR FRAMING _ ELEMENTS AROUND DOORS AND FRAME FTERPENING < WINDOWS TYP. FOR ALL U.O.N. Q =^ EXIST. DINING ( ) INSTALLATION U) ROOM NEW 5LIDEREEXIST. LIVING RAILING NOTE: ® I� ROOM O I. 42" HIGH GUARDRAIL 4 SPINDLE SPACING . IX _ _ _ _ NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; 1 1w.- SISTER (2) NEW 2"x8" F.J. _ _ _ 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT BENEATH WALL ABOVE TO ALLOW PASSA6E OF A 4" 0 SPHERE b'-I jy2 " (2) 1.15"xq.5" P. 2.oE LVL HDR 2. 6RIPPA5LE RAIL A5 PER CODE UP ANDERS FW610068-4 3. HANDRAIL5 AND 6UARD5 ARE DESIGNED 1 4 R.O q'-q J4"X 6'-B" EXIST. 2"xb" G.J. FOR A MIN. 200LB LIVE LOAD AND A OO OO ® I6" O.G. (V.I.F) SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE SISTER NEW 2"x TOP. � 8" EXIST. F.J. ® I6" O.G. GL. FRAME IN OPENING FRAME IN OPENING AFTER REMOVAL AFTER REMOVAL OF EXIST. SKYLIGHT OF EXIST. SKYLIGHT EXIST. LIVING J N ROOM I �" EXy,Ii ,(2) 11 all O z LVL BEAM LVL BEAM . UJI REF, O D W ® F EX15,T� U GL. ui EXIST.i „ Q> EXIST. 2'x8 F.J. PAN W —� ® I6" O.G. (V.I.F) O EXIST. EXIST. IL p EXIST. GL. GL. X_ SISTER NEW 2"x8" F.J. BATHROOM • EXIST. I X"fl ® 16" O.G. TO EXIST. DN. BB ij WALL AOVE I ® O • w EXIST. GREAT GARAGE O 'a ROOM y ` F'tirE© �cM. y I LIQ LIQ EXIST. i N N o BATHROOM' L �wl XQXcri:' LL Q IN WINF� �r� Q NEW (2) 1.75'xq.5 O.P. 2.OE LVL Z z uzj f- V O Iw I _ - - _ BENEATH POST TO VALLEY - - Lc v xI r� v xi F, EXIST. y 03 �0 U 0 �� iv* iv z �I NI GL. EXIST. ,�` A - �nl X ......... = oWE tc v X --------- --- -- ------- - - x _ �O ...._. �. . - �Z �� '� Wil A BEDROOM A-500 ('S xi N ® x �I N ® x 31p _..._... O m --- O.__ _ ..._.. -- --- _.._. _ ............ ®w z U p U p _ > p[0 /' VRau in J it lu Z " X LIQ - ►L ► IQ / EXIST. 2"x10 F.J. J IU> r,l z 0 O zl z iinn p zl� -i - j X41 ® I6" O.G. (V.I.F) i PROJECT: zp oC X N .fl �I* IY X N �_ �j xil iv ® � x EXIST. �I w w ® Q w w ® N Q cvl NJ BEDROOM „ �a XI N O IW N O IW N z u p �� SISTER NEW 2 x10 F.J. cV Np U11 �I N H U)I� 31w OC N N LIQ 0 I6 O.G. TO EXIST. z Wlz � x x ® XIz - - G ERACI X�� j 1 zm � W W RENOVATION i I 1I O VIED I I Nlu V EXIST. I �I j NI GL. 1 I I XI5T BEAM TO REMAIN V.I.F. ( EXIST. G T GTA GT Ii-EMAM 15 - - FOYER 525 OLD SALT ROAD 5 .P�L�EiL�THAN I.15"xlb" LVL MATTITUCK, N.Y. 11952 DRAWING TITLE: EXIST. FOYER CEILIN6 TO BE Q d G ABOVE CATHEDRAL RE-FRAMED d FIRST FLOOR PLAN [Q EXIST. STOOP O' Q— I TO REAMAIN m NEW BARREL VAULT PAGE: OVERHANG ABOVE STOOP A-400 PROPOSED FIRST FLOOB FLAN DATE: 3/02/18 50179 SCALE: 1/4" = I'-O" SEVERAL STRUCTURAL DESION LOADS TABLE R301.1 IVE LOAD DEAD LOAD CLIMATIC AND GEOGRAPHIC DESION CRITERIA ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS D EL USE EX15TINO TO BE DEMOLISHED O HARWIRED SMOKE DETECTOR EXISTING TO REMAIN GROUND SNOW LOAD 20 LBS 5M w/ BATTERY BACK-UP P P EXTERIOR BALCONIES bo psf 15 psf STRUCTURAL MEMBER ALLOWABLE DEFLECTION O CARBON MONOXIDE BASK WIND SPEED 130 MPH NEW WOOD FRAME (L.O. GO DETECTOR DECKS 40 psf 15 psf RAFTERS HAVING SLOPES GREATER THEN 3/12 LADO 5TL. WHEN APPLICABLE) EXPOSURE CATE60RY B W/ NO FINISHED CEILING ATTACHED TO RAFTERS NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN WOOD FRAME (L.G. 5TL. 5M/00 MONOXIDE DETECTOR COMBO SEISMIC DESIGN CATEGORY B INTERIOR WALLS d PARTITIONS H/ BATTERY BACK-UP ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf H/180 WHEN APPLICABLE) ® NEW FOUNDATION WALL WEATHERING SEVERE 50 G.F.M. EXHAUST ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf FLOORS 4 PLASTERED CEILIN05 L/360 FAN w/ DAMPER ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf FROST LINE DEPTH 3'-0" ALL OTHER STRUCTURAL MEMBERS L/240 50 G.F.M. EXHAUST TERMITE MODERATE TO HEAVY MIN. (2) 2"x4" STRUCTURALEXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ® rF�L FAN d LIGHT GOMBP SLEEPING ROOMS 30 sf 15 psf P05T FOR 4 WALL_i w/ DAMPER p p (MIN. (2) 2"x6" STRUCTURAL ICE BARRIER REQUIRED YES EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 POST FOR 6" HALLS), U.O.N. STAIRS 40 psf 15 psf GUARDRAILS AND HANDRAILS 200 psf 15 psf EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL WIND PROTECTION CONNECTION NOTES: ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 sf 12 psf FOR ATTIC CONSTRUCTION;55TD 10-qq AND 2015 5BG HIGH WIND EDITION WOOD FRAME P 15 psf FOR CATH. CONSTRUCTION I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. *ALL STRUCTURAL DE516N CONSIDERATIONS ARE IN CONFORMANCE WITH w 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL ASCE "1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. METAL PLATES, CONNECTORS, SCREH^I5, BOLTS AND NAILS EXPOSED V DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL w ~ U AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5HEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE V J PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED [la IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. Q a 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY -FINAL WIDTH BASED ON� 16" WITHIN 4' OF EXTERIOR CORNERS. ___DININ6 ROOM WIDTH5. c , SILL PLATE TO FOUNDATION ANGH08A6E;SILL PLATE SHALL BE ANCHORED -BELOW. - ��-�_-�_ -_::�-..mom •.. TOT FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER Y OF illAND 3"X3"Xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE —_.._---�.._.� 15. Ike PRo C D-D WITHIN b TO 12 INCHES OF EACH END OF EAH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY - - -=_---.-- — - -. _____- __-w- �-- - • FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPAGIN6 NOT EXCEEDING 4' ON CENTER. 5/4" x b" DECKING _ HOMEOWNER SELECTION NEW DECK FLOOR PLAN NOTES DOOR NOTE: 54 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED Z/_�(2) :VxIO" HDR OUT ON PLANS BY QELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED _ OUT ON PLANS BY 'THERMATRU' (OR EQUAL). RE-U5E SLIDERS I = 3 = - - 3.DOOR TYPE TO SELECT 23'-8" _ 3'-T" FROM LIVING ROOM .k--3'-7" _ 4.INSTALL AS PER MANU 5PEC.'s _ �— 4 m i SMOKE DETECTOR / GO DETECTOR NOTES: _,n X1 O I. CONTRACTOR SHALL PROVIDE GODS COMPLIANT MODIFIED ' - n I in ►' NEW LOUNGE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR u�OFFICE HARD WIRED TO EACH OTHER w/BATTERY BACKUP, NEW (2) 2"x6" NEW (2) 2"xb" B 2.INSTALL ALL AS PER MANU. SPEC.'S 3 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ( --4'-'13/Q 4��/`I POST TO RIDGE POST TO RIDGE IN COMPLIANCE WITH LOCAL_ CODE4- -NEW-FL-OORfINISH- OWINDOW NOTE: I HOMEOWNER SELECTION - I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); INSTALL A5 PER MANU.. - 5PEC.'S. FOR SUBSTITUTIONS,SEE NOTE #1 IN "6LA55 WINDOWS AND DOOR5" ON PAGE A-100 NEW (3) - 2 I \ 2.IF CASEMENT WINDOWS - ALL C5MNT WNDW5 :: O - 2 xb POST • 2"xb"'P ST SHALL HAVE STRAIGHT ARM HINGE WHEN / \ TO VALLEY �D 5M/GO I / � 3.IF DOUBLE HUNS - ALL DBL. HUNG WNDWS TO BE TO RIp6E I 4 m TILT WASH i 10y2 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. DN. 5„ -q" a �� F- EGRESS NOTE: (2) 2"x8" HDR (2 2"x8" H R (2 V 2 :: + IN COMPLIANCE WITH NEW YORK STATE BUILDING sL- --� ( 24xba '' y(2) 2x8 H s� STORAGEszF� 8 HD pC w CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF " ROOM z EGRESS SHALL BE FOLLOWED: 'i b k—�►-O 4'-I(" '-113 f 2'-'i" 6� 5-I 4.. 0 O NEW (3) 2"xb" \ NGL. NET CLEAR OPENINO........... 5.1 S.F. N -- ^� POST TO VALLEY I - NEW - NET CLEAR HEIGHT............... 24" MINIMUM / - I iV G i Id) Fn a, � NET CLEAR WIDTH................. 20" MINIMUM ----_— _ _ NEW (3) 2"xb" I ,;.,,,,.. 4 '`. ry +hQ I k Q Q _ --r,-- P05T TO RIDGE I Iry UNHEATED SPACE OWINDOW /DOOR FRAMING: - 4'`y4 B'y2� 5'Ily4" I 4 �+ 4 SEE PAGE A-200 FOR FRAMING 6p N ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. -- iv NEW BATHROOM 6-13/4:: r iv I PLAYROOM ORAILING NOTE: ___ __ m _ NEW I. 42" HIGH GUARDRAIL # SPINDLE SPAGIN6 I r O I MECHANICAL NEW (3) 2"x4" ,RED ApC, - u� NOT TO ALLOW PASSA � T 6E OF 4 � SPHERE; � � -° ui ;: i ROOM POS TO VALLEY � �jy 36 HIGH HANDRAIL d SPINDLE SPAGIN6 NOT _ ..-. ...... . - --------- - -- - - - - - dJ. -......_..__. ----__---.__-----..................... TO ALLOW PASSAGE OF A 4" 4) SPHERE A-500— i 4E 2. SRIPPABLE RAIL AS PER CODE NEW FLOOR FINISH 3. HANDRAILS AND GUARDS ARE DESIGNED _ __ — ___ .-. _._ (2) 2"x " HDR HOMEOWNER SELECTION 's FOR A MIN. 200LB LIVE LOAD AND A 51NSLE CONCENTRATED LOAD APPLIED IN �" V 13' 10" F^ ANY DIRECTION AT ANY POINT ALONG THE (2) 2" 8" HDR 3 4 .— 15, 101,tI1 TOP. — �' - _ - --_ ; • i - 2 2 x � � ( ) HDR r� MIR 5:_43 I /4 7'-4y2" "-- -141 ! ! I ! I I I E X10'-&3/4 - I Ea I I� PROJECT: I o I •I I ! I, I GERACI I ) I I I ( RENOVATION o I 1 � I � I ► I II I I i I I I I 525 OLD SALT ROAD MATTITUCK, N.Y. 11952 DRAWING TITLE: SECOND FLOOR PLAN _ 1114-7 S.F. SECOND FLOOR PLAN 5GALE: 1/4" ALL NEW WINDOWS B DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "A-201" FOR NAILING 4 STRAPPING DETAILS. N 'WI DC7Y�l"CHAR ,-. y w, ,. - -------- PAGE: EGRESS WINDOW {.,, WINDOW RC1Ufi-# G?PB1+tiNCy:";' <' WINDOW DIMENSION CLEAR r GALL-0 TYPE QUANTITY MODEL # ' a'- "` %` OPENING r UT " WIDTH REOV: 20" NICHT% WIDTH HEIGHT HEIGHT REQ'D:24" �} A-4® ■ 0 1 OPEN REQ'D: 5,i S.F. L , A CASEMENT 2 GW24 :'4� - 4`�=C7 ". 4'-8 4'-O" 6.8 S.F. AUG - 2 2018 ;. , DATE: 08/01/18 B GLIDING 3 642 �;'�'-O",, ��-, ('»1t� 3'-II �" I'-10 �" Y C HALF I GTG3 Yru 77 6 O F 9 CIRCLE _.2 P . .D D 51DEL16HT 0 CD Q SECTION NOTE5 (DTYPICAL EXTERIOR WALL CONSTRUCTION: • SEE NEW 51DIN6 NOTE • UPON "TYVEK" HOUSE WRAP (OR EQUAL.) _ _ GD • UPON 1/2" X PLYWD. SHEATHING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — � — — — — — — — — — — (BLOCKING ® ALL PLYWD SEAMS) .. I I • MIN. R-20 UDS a 16"L O.C. v4/DBLLwTV ,BPLAT . I I I I • 5/6" GYPSUM BD. WALL FINISH I 1 < I I O 1. ALL EXI T N6 ROOFING,FIBER PANELS d BUILDING FELT ►L SHALL BE REMOVED O I I 1 OC O I I 2.INSTALL NEPq 1 ASPHALT ROON6HN6S `TIMBERLINE' BY '6AF' OR EQUAL;MIN. NTY OVER 3.INSTALL L21C AND WATER SHIELD FROM FASCIA UP TO u I w I I OVER FROM INSIDE FACE OF STUD WALL AND AT VALLEYS O O I I I 4.INSTALL 15 # BUILDING FELT N.O.NJ OVER 5. 1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) _ _ _ _ ._ -. - -. - .- - - - -. _ O -z - - - - - - - - _ - - ----------- I 6.GAP 5HIN6LE OVER RIDGE $ HIPS (AS REQ'D) X -I I 7. PROVIDE RIDGE VENT(A5 REQ'D) e�.FLA5H ALL VALLEYS I I w q. INSTALL DRP EDGE AS REOV I I I I I I IO.IN5TALL ALL AS PER MANU. 5PEC.'s I i I I 1 1 NEW SIDING NOTE: 1 I O I. INSTALL NEW GEMENT LAP 5IDIN& OR BOARD AND I I I I I I BATTEN AS ILLUSTRATED ON ELEVATION w I I I I 2,"TYVEK" HOUSE WRAP (OR EQUAL) Ix 1 1 I I Z I 3.INSTALL ALL A5 PER MANU. SPEG.'s M I I I I I EXIST. RIDGE ( 4.PROVIDE ALL NECESSARY TRIM FOR PROPER V I I I I I I p TO REMAIN I 5. SIDING INSTALLATION T HALL EXTEND TO TOP OF FOUNDATION LLI I 1 I L_ ._.._.._.._.._. _ ._.._. _.._ J I I I I I FOUNDATION WALL = J 1 1 ; inz I I TYPICAL ROOF 4 CEILING CONSTRUCTION: U J 1 I W 4 I O : NEW ROOFING AS NOTED i 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL Q 1 1 I i I IL � u�j I I PLYWD SEAMS) 13 R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS I I I I OVER &' INSTALL "X" BRID61N6 ® CENTER OF 1 I N OI SPAN,U.O.N) 1 ; I z I • MIN. OF R-41C FIBER 6LA55 IN5UL. w/V.S. I I i w � I I U.O.N. I J II II EXIST. RIDGE TO REMAIN II < II OO II � � X _ I L IIlu I � � r. II Q I I I I toL t� A A-500 I 1 1 I 1 i O I A-500 EXIST. RIDGE TO REMAIN —� 1 r ._ ._.._.._ _.._. _.._. _.._.._. _.._ _..l I IJ Xly z - .- - - - - - z I I to I y_ I tu O ; NEW 2"x10" R.R. .� NEW 2"x10" R.R. u — — — — — — — — - - ® 16" O.G. K ® 16" O.G. — I X I I I I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES I I I I I I AS FIRE-STOPPING. NEW &UTTER TO I I I I I NEW GUTTER TO 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T — — — -- I O MATCH EXISTING I I I -MATCH EXISTING SERVES AS FIRESLOPPIN&. — — -- — — — — — — — — — — — — — — 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE — — — — — — — — — — — — PLATE SERVE AS FIRESTOPPIN6. Z NEW 4"x3" ALUM. NEW 4"x3" ALUM. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE g DOWNSPOUT(TYPJ DOWNSPOUT(TYP) JOIST SERVES AS FIRESTOPPIN6. g O 5. FIRE5TOPPIN& HALL BE 2 INCHES OF WOOD BLOCKING U OR OF NONCOM-BU5TIBLE FILL. 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE w O INCHESAND 2 JOISTS SERVE AS FIRE5T0 PING.6 PLACED BETWEEN a ROOF F RA M N� PLAN < FOR PLATFORM FRAME GON5TRUGTI ON: THE SOLE AND 4 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS SCALE: I/4" = I -O g SERVE AS FIRESTOPPIN6. 8. THE HEADER SERVES AS FIRE-5TOPPIN6. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO STRINGER TO SERVE A5 FIRESTOPPIN6. D Ap 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR ', 1-0 2 FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH NEW CHIMNEY '2d s� ' J I APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL t4 ` d HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCHr +y�, EXTENSION FIRESTOPPIN6 HALL NOT BE REQUIRED WHEN THE BOTTOM OF THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 EXIST. ROOF AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING HALL BE "•¢ FRAMIN6� s{:x,;,: 4 2 LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED �q - -�--- PLATFORM FRAME CONSTRUCTION AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL �, 0374()' -LOCATIONS REQUIRUN& FIRESTOPPING- 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON Qyp,� NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WCI ILL SERVE QST AS FIRE5TOPPIN6. FIRE- FIRE_ WOOD FIRESTOPPIN5 PROJECT: EXIST. ROOF FRAMING STOPPINO 5TOPFIN6 FIRE-STOPFIRE- -STOPPIN6 I RENOVATION � EXIST. ROOF 1s FRAMING = 3 � LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 m d�, s V7 T IBLE FIRESTOPPIN6 NEW NEW NEW NEW WOODFIRESTOPPINS 525 OLD SALT ROAD BEDROOM GL. ATHROOM STORAGE LOCATION 5 MATTITUCK, N.Y. 11952 SISTER F.J. PER PLAN SISTER F.J. PER PLAN FIRESTOPPIN6 SOLE -_ -- 50LE DRAWING TITLE: . _- FIRESTOPPINB FJ FROOF FRAMING PLAN VERTICAL FIRESTOPPIN6 WHEN COVERING IS APPLIED BUILDING SECTION TO UNDERSIDE OF JOISTS _ FIRESTOPPIN& O ALTERNATE LOCATION O OF BIRDER LOCATION 'l EXIST. EXIST. EXIST. GREAT EXIST. LOCATION b PAGE: BEDROOM GL. RESTOPPINS ROOM EDOO LOCATION 8 LOCATION q R A-500 EXIST. F.J. 2'SPACE SECTION A/Ai5OO TO BE FILLED IMM NC NOOMU TIBLEFIRESTOPPIN6 DATE: 3/02/18 7 OF 9 APPROX.I INCH THICK SCALE: 1/4" = I'-O" \ \ LOCATION 10 - o M Q �4"FRESH AIR VENT a I L THROUGH ROOF I 3"I FULL BATH JI r-•� I I I 1 I z� NEW WHITE DUROLA5T EPDM ROOF 1 2"1 I 2.1 12" I _ Q — MEMBRANE (OR EQUAL); INSTALLATION, , I 1 1 PROVIDE•ABEO FP200 FR p LAPPING OF SEAMS, AND SEALING OF 12 SCI I I EXPANDING FOAM'(OR EQUAL) O ----- EPDM MEMBRANE AS PER MANU. I AT ALL PENETRATIONS IN FIRE Q ' - v ! 5PEC.'S. PITCH TO ASPHALT ROOF RATED HALLS AND I I FLOORS/GEILIN65. PRODUCT CONFORMS TO ASTM E 814, I A5TM E L4,AND UL 14?4 G.O. 2.. 2.. - _J ALL PLUMBING HORK _ SHALL CONFORM TO I - - - - - - - - - - - - !- - - - - - _, -- _ LOGALF'LUMBIN6GODE _ - I I GLEAN OUT II _° _ X I ' _ .. _ _, _ _ _� _ _._. — _ — A5 REQb u EXIST.FA .I.TO If REMAIN ABOVE DF. IIz II � II . pW EXIST. CUPOLA TO BE z Z Y X z MOVED d CENTERED w OVER MIDDLE DORMER H 4•HOUSE EXIST. RIDGE TO REMAIN MAIN DRAIN — — — — — — — — j NEW (5) 2"xl2" RIDGE _— _ 4" V J -- _ HOUSE TRA z Q z _ IL tu Z ° --- XO \O L W N O `� N i pp N ® I I - - - _ 4 TO SEWER i W �, X I Di O K I I SYSTEM w LAYOVE ABOVE MODIFIED OFFICE � N " PLUMB I NO RISER - DRAIN/I�NASTE/VENT W - - - - i iv j +moo,, I SCALE: NT5 Ck _ �. K tu ILI - - - - NEW 2"xl0" R.R. N NEW 2"x10" R.R. — — m 16'" O.G. -. 016" O.G. .............. ...... W ' A-500 I — — — — — — — 1 A-Soo I I NEW 2"x10" R.R. I I NEW 2"x10" R.R. FULL BATH ® I6" O.G. J - - - - - - - - - - - - -� L - - - - - - NOTE, ALL PLUMBING HORK J j I SHALL CONFORM TO — QG I� U I LOCAL PLUMBING CODE ! L€6END e ! f •�. -dy-• I[ NOT WATER CONNECT TO EXIST. • -I SUPPLY 1 EXIST.HATER ! 1I `I I1 i I !!! IE _ - SUPPLY SYSTEM I �..-..-..�COLD HATER I, 14 SUPPLY NEW 2"x10" R.R. I PROVIDE"ABE5G0 FP200 FR NEW WHITE DUROLAST EPDM ROOF !j � I� i I I �!!� I ® Ib" O.G. FOAM' E I I AAT ALL(NS PENETRATIONS IN FIRE h EMBRANE (OR EQUAL); INSTALLATION, ; `` j: U - I ! 1 ! RATED HALLS AND ).OFFING OF SEAMS,AND SEALING OF �' } , , j FLOORS/CEILINGS. PRODUCT )_PDM MEMBRANE AS PER MANU. ! ' CONFORMS TO ASTM E DU p0 SPEC.'S. PITCH TO ASPHALT ROOF it €� I N _ Y EXIST. CUPOLA TO BE MOVED d CENTERED NEW CHIMNEY OVER MIDDLE DORMER EXTENSION i NEW BOARD Q BATTEN SIDING - I i SEE NOTE SECTION E A LEE �31 - - ------------ : s .:FINISHED SECOND= — FLOORPEI O 1 W ................. NEW GEMENT ' El ❑ ❑ ❑ ❑ ❑ ❑ ❑ 51DING - SEE NOTE V ® SECTION —i Lu El E El E El El E El F-1 a El El D 1:1 E D El NEW 5/4"x2" 'AZEK' (OR EQUAL) WINDOW/ DOOR CASING ® ALL `:.,, NEW/EXIST. WINDOWS NEST ELEVATION (FRONT) / DOORS (TYP) 50ALE: 1/4" = I'-O" NEW CHIMNEY EXTENSION Ll NEW ROOFING - SEE NOTE SECTION NEW ROOFING - --�� SEE NOTE SECTION i 01 m i=r I 1 1 1 N 1 . Ltl i F— LA Q NORTH ELEVATION (LEFT 511:;)E) SOUTH ELEVATION (fid I(5SIT SIDE) .�. 50ALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" `` �� t4� p `�� , ® NE PROJECT: GERACI RENOVATION 525 OLD SALT ROAD LN LLLLL MATTITUCK, N.Y. 11952 NEW GEMENT DRAWING TITLE: SIDING - SEE NOTE ® ELEVATIONS SECTION ❑ ❑ PAGE: A-700 DATE: 3/02/18 9 OF 9 EAST ELEVATION (REAR) SCALE: 1/4" = 1'-0"