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1000-37.-5-15
BOARD MEMBERS �jJ� so Ty Southold Town Hall Leslie Kanes Weisman,Chairperson'd �'� t. 53095 Main Road P.O.Box 1 179 Patricia Acampora �` Southold,NY 1 1971-0959 Robert Lehnert,Jr. v Office Location:a �c r Nicholas Planamento ' �► y� Town Annex/First Floor Margaret SteinbuglerCOUN-V�`G f� 54375 Main Road(at Youngs Avenue) -�1 lJ Southold,NY 11971 http://southoldtowmry.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 May 21, 2025 SV Mark Terry, Assistant Town Planning Director tl\ LWRP Coordinator [,R �� ( Planning Board Office Town of Southold MAY 7 € '002,� Town Hall Annex sou rhol..rr r�_A'l q Southold, NY 11971 r L�.r�Ni s�G ei.auD �s -7 Re: ZBA File Ref. No. # 8026 — Rontiris, Nicholas Dear Sir or Madam: We have received an application demolish(as per Town Code definition) and reconstruct a single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson �r f j By. 6 �I / Encl. Site Plan/Survey: Ciardullo Architecture & Engineering, P.C., last dated March 19, 2025 Public Hearing Date: August 7, 2025 TOWN OF SOUTHOLD / BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 10,2025 TO: Nicholas Rontiris 160 Circle Drive Manhasset,NY 11030 Please take notice that your application dated February 21, 2025: For permit: to demolish(as per Town Code definition)and reconstruct a single-family dwelling at: Location of property: 240 Knoll Circle, East Marion,NY County Tax Map No. 1000—Section 37 Block 5 Lot 15 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 9,940 sq ft lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet a combined side yard setback of 25 feet a rear ard setback of 35 feet and maximum lot coverage of 20%. The proposed construction has a minimum side yard setback of 4 feet 1.5 inches a combined side yard setback of 14 feet Y2 inch a rear yard setback of 32 feet 2 inches and lot coverage at 24%. Secondly,the proposed construction is not permitted pursuant to Article XXXVI Section 280- 207A(b) which states; "the gross floor area shall not exceed the permitted square footage calculated as follows: Lots containing up to 10,000 square feet of lot area: 2,100 square feet maximum." The permitted gross floor area is 2,100 sq. ft. The proposed gross floor area is 2,951 sq. ft. Lastly,the proposed single-family dwellingis s not permitted pursuant to 280-208(A)which states "Any building or structure on any lot in the A-C, R-40, R-80, R-120, R-200, and R-400 Zoning Districts must be within the sky plane." The proposed construction exceeds the permitted sky plane. Authorize ignature 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. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.240 Street Knoll Circle Hamlet East Marion SCTM 1000 Section: 37 Block: 5 Lot(s) 15 Lot Size: 9,940SF Zone R40_ I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED February 21,2025 BASED ON SURVEY/SITE PLAN DATED 1-9-25 Owner(s): Nicholas&Aspasia Rontiris Mailing Address: 160 Circle Drive,East Marion Telephone: 516-312-3874 Fax: Email: nrontiris@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Patricia C. Moore for(X) Owner( ) Other: Address: 51020 Main Road, Southold,NY 11971 Telephone: (631)765-4330 Fax: (631)765-4643 Email: pcmoore(a),mooreattys.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( ) Applicant/Owner(s), ( X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 1-9-25 and DENIED AN APPLICATION DATED 2-21-25_FOR: ( X)Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXH Section:280-124 side yard(existing house)4.1.5,combined yard 14.5' Rear Yard 32.2 and Lot coverage 24% XXXVI 280-207A(b) GFA permitted 2,100 requested 2,951 SF 280-208(A) sky plane(exceeded) (Subsection: Type of Appeal. An Appeal is made for: (X )A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law- Section 280-A. ( )Interpretation of the Town Code, Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( X) has, ( ) has not been made at any time with respect to this property,UNDER Appeal No(s). 4118 Year(s). 1992 (deck in the side yard). (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): 1. An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: A. Article:XXH Section:280-124 side yard (existing house) 4.1.5,combined yard 14.5' Rear Yard 32.2 and Lot coverage 24% B. XXXVI 280-207A(b)GFA permitted 2,100 requested 2,951 SF C. 280-208 (A)sky plane(exceeded) The property is improved with an existing house which predates zoning and an existing deck which received a variance in 1993 (Appeal 34118). The owner merely wishes to make alterations to the existing second floor and construct a full second floor over the existing first floor. The second floor was designed within the first floor and maintains the existing setbacks of the house.The second floor was also stepped in to conform to the code compliant side yards. The existing house contains one bedroom on the first floor and two bedrooms on the second floor. The ceiling heights on the second floor do not conform with building codes and the proposed dormers will provide proper ceiling heights to the second floor. The bedroom on the first floor would also be relocated to the second floor. Significant effort was taken to design additions and alterations which maintain the existing footprint and to avoid variances. However,the building department was concerned with the age of the existing structure and the extent of the alterations which may be needed after construction starts,therefore the project was determined to be"demolition"and reconstruction necessitating the numerous variances for the preexisting structure. The proposed construction of the existing house will improve the overall function of the house;the first floor will be renovated and open the space for the family. The existing first floor rooms are small and compartmentalized;the rooms are designed to be more open. The house is pre-existing and cannot conform to the GFA and Sky plane. The lot is tapered,wider along the water and narrow along the road(Knoll Circle). The parcel is Lot 31 of Gardeners Bay Estates;the parcel is on the water and protected by a bulkhead and retaining walls and landward of a lagoon. The proposed GFA is 2,951 SF and the average GFA of the surrounding homes is 3,098 SF. The proposed is less than the average. The homes along both sides of the street were reviewed to calculate the average GFA,there are no homes across from Knoll Circle(it is HOA community space-park). The existing house crosses the sky plane,therefore the alterations to the existing house cannot conform to the sky plane. 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The home exists. There are no plans to demolish the existing house. The basement and several exterior and interior walls on the first floor are retained. The second-floor roof must be removed because the ceiling heights of the second floor are inadequate. The second floor will be new; however, it is stepped back to conform with the side yard setbacks. The variance is needed for the existing first floor. The proposed additions and alterations conform to the average GFA,the house remains in conformity to the character of the neighborhood and to the permissible average GFA. 3.The amount of relief requested is not substantial because: It is an existing house. The house was constructed prior to zoning and prior to the new sky plane and GFA limitations. The existing deck received a variance,and the owner intends to resurface the deck and replace wood with composite material. The existing deck was constructed with the required permits. The overall design of the completed deck(CO)appears slightly different than their application. The applicant proposes to keep the deck design, as built, and as shown on the proposed plans. The existing deck which was issued a certificate of occupancy after it was built appears to be a di minimis modification to the original plan approved by the Zoning Board in 1993. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The proposed construction is over the existing structure with some minor modifications to the first floor. A doorway on the first floor is relocated to the east side and new windows and siding is proposed on the first floor. The Trustees issued a permit for the proposed construction. The new second floor was not considered a demolition and reconstruction during the Trustee's permit process. The same plan provided to the building department and the Zoning Board was approved by the Trustees. The existing sanitary system was installed in 2014. We will ensure that the sanitary system is approved by the Trustees. The Trustees permit will also need to be amended for the building inspector's determination of"demolition and reconstruction". (To being all permits into consistency with each other) 5. Has the alleged difficulty been self created? { } Yes,or {X } No Why: The house is existing • Are there any Covenants or Restrictions concerning this land? { }No {X} Yes(please furnish a copy)drafted and to be filed for Trustees non-turf buffer(waiting for final approval) • This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. By signing this document, the PROPERTY OWNER understands that 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 may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signa(ufer of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day of Mu 1 20 _ � J o ary Public MA ISON IJESSINA NOTARY PUBLIC,STATE OF NEW Y(:)I^IK Regi%~traticiri N©,0j Mt:',6570536 auai9ffigd iri'Sufic" R COUrity c,;ct)imisslon l xpirea February 6,2 ..R� 417 Fifth Avenue, 8th Floor New York, NY 10016 Ciardullo 212-245-0010 architecture & engineering www.ciardullo.com May 1, 2025 To Whom It May Concern, I, George Varthalamis, have evaluated the properties listed below, which comprise the five houses in either direction adjacent to 240 Knoll Circle, East Marion, NY (Tax Map Number 1000-37.-5-15). Based on my review of public records and visual inspection of the property, I certify that the average gross floor area of these houses is 3,098 square feet. The details of each house are as follows: Gross Floor Area (square Address Tax Map Number feet) 50 Knoll Circle 1000-37.-5-21 2880 100 Knoll Circle 1000-37.-5-20 2260 150 Knoll Circle 1000-37.-5-18 2360 180 Knoll Circle 1000-37.-5-17 3400 210 Knoll Circle 1000-37.-5-16 2715 270 Knoll Circle 1000-37.-5-14 2351 300 Knoll Circle 1000-37.-5-13 2225 330 Knoll Circle 1000-37.-5-12 2722 380 Knoll Circle 1000-37.-5-11 4180 860 Bayview Dr 1000-37.-5-10.1 5887 AVERAGE 3098 Should you have any questions, please do not hesitate to contact me. Sincerely, Thanks. ISA ' 4 a ' ;N`� 1, George Varthalamis, AIA Ciardullo Architecture & Engineering � ,18ss Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT: Nicholas Rontiris SCTM No. 1000-37-5-15 1.For Demolition of Existing Building Areas Please describe areas being removed: Removals include various interior first floor walls to reconfigure the space, portions of the roof structure to enable the construction of dormers and increase the head height at the second floor,and existing windows and siding. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: N/A Dimensions of new second floor:24'-6"x 45'-10"(this area is partially within the area of ext'g roof removal.) Dimensions of floor above second level: N/A Height(from existing natural grade): 25'-8" Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: No III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: basement,first floor partial second floor/attic Number of Floors and Changes WITH Alterations: same as existing,the second floor/attic is being enlarged IV. Calculations of building areas and lot coverage,sky plane (From Surveyor,Design Professional): Existing square footage of buildings on your property: 2,790 SF Proposed increase of building coverage: none Square footage of your lot: 9,778 SF Percentage of coverage of your lot by building area(lot coverage)24% Gross Floor Area(GFA) of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): 2,951 SF For Residential lots, is project within the allowable Sky Plane? (Please refer to Chapter 280, Section 280-208 of the Town Code): existing house is slightly outside the allowable sky plane at the east side. The proposed second floor addition area is within the allowable sky plane. V.Purpose of New Construction:Relocate bedrooms to the second floor to enlarge the living areas on the first floor. VI.Please describe the land contours(flat,slope %, heavily wooded, marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: The alterations are limited to within the existing house footprint,so the land surrounding the home will not be affected. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. yam= Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises currently listed on the real estate market for sale? Yes XNo B. Are there any proposals to change or alter land contours? XNo Yes,please explain on separate sheet. C. l.)Are there areas that contain sand or wetland grasses? Seaward of bulkhead 2.)Are those areas shown on the survey submitted with this application?yes 3.)Is the property bulk headed between the wetlands area and the upland building area? yes 4.)If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction?yes Please confirm status of your inquiry or application with the Board of Trustees: wetland permit issued for project If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? Retaining walls to bulkhead E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?no If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property?no If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. Pre-CO inspection completed 4/2025 H. Do you or any co-owner also own other land adjoining or close to this parcel? no If yes, please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. N/A I. Please list present use or operations conducted at your property, and/or the proposed use existing dwelling with attached garage,existing deck,existing retaining walls J. (examples:existing single family,proposed:same with garage,pool or other) ,..� 5-7-25 Authcyr'i;ed signature Date FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-22252 Date APRIL 9, 1993 THIS CERTIFIES that the building ADDITION Location of Property 240 KNOLL CIRCLE, EAST MARION, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 37 Block 5 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 16, 1992 pursuant to which Building Permit No. 21236-Z dated FEBRUARY 23, 1993 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 DECK ADDITION TO EXISTING ONE FAMILY DWELLING TO CONDITIONS OF ZONING BOARD OF APPEALS, #4118. The certificate is issued to GLADYS J. MILNE (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N!A ilding Inspector Rev. 1/81 oE souryolo e TOWN OF SOUTHOLDBUILDING DEPT. 61-76 -1602 INSPfttl� I JIM [ ] FOUNDATION 1ST/ RERAR [ ] ROUGH PLRG. [ ] FOUNDATION 2N® ( ] INSULATION/CAULKING FRAMING / STRAPPING [ ] FINAL v [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION -` �` [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CV V DATE INSPECTOR APPEALS BOARD MEMBERS �OSOFFQ(,�COG SCOTT L.HARRIS Gerard P. Goehringer,Chairman o Supervisor CA 0-0 Town Hall,53095 Main Road Serge Doyen,Jr. �, P.O.Box 1179 James Dinizio,Jr. ydJ�l �.a4! Southold,New York 11971 Robert A.Villa Fax (516)765-1823 Telephone (516)765-1809 Telephone (516)765-1800 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD Appl. No. 4118 . Upon application of GLADYS L. MILNE. A Variance is requested under Article XXIII , Section 100-239. 4B and Section 100-244B for permission to build a wooden patio deck with an insufficient sideyard setback, insufficient setback from existing bulkhead, and with lot coverage at more than 20% of the code limitation. Location of Property: 240 Knoll Circle, East Marion; County Tax Map District 1000, Section 37, Block 5, Lot 15; Gardiners Bay Estates Lot No. 31. WHEREAS, a public hearing was held on July 29, 1992, at which time all those who desired to be heard were heard and their testimony recorded; WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; WHEREAS, Board Members have personally viewed and are familiar with the premises in question, its present (R-40) zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: 1. By this application, appellant seeks a variance under Article XXIII, Section 100-239. 4B for approval of a new wooden deck over the existing patio area and extending in a northerly direction, along the westerly side of the dwelling. The setback requested is approximately one foot from the westerly property line and 36+- feet approximately from the outer edge of the existing southerly bulkhead. The lot coverage variance requested would be 821 sq. ft. over the allowable 20% (or 29. 4%) . 2 . The premises in question is identified on the Suffolk County Tax Maps as District 1000 , Section 37, Block 5, Lot 15 and contains a total lot area of 19, 550+- sq. ft. 3 . The dwelling as exists presently has the following nonconformities: (a) sideyards at ll+_ ft. at the easterly side, and total sideyards at 23+- feet; (b) setback between the existing stone/concrete wall and the lower bulkhead approximately 30 feet; (c) setback from the southerly {rear} Page 2 - Appl. No. 4118 Matter of GLADYS J. MILNE Decision Rendered August 18, 1992 end of the dwelling is shown to be 50+- feet to the outer edge of the bulkhead along Spring Pond. The patio area which exists and will be replaced by a wooden deck is located at the southwesterly side of the dwelling, is landward of the timber retaining walls, and has a side yard setback of approximately one foot. 4. Article XXIII, Section 100-239.4B of the Zoning Code requires all buildings and structures located on lots upon which a bulkhead, concrete wall, rip-rap or similar structure exists and which is adjacent to tidal water bodies other than the Long Island Sound to be set back not less than seventy-five (75) feet from the bulkhead. The land area which is the subject of this requirement is lanedward of the timber retaining walls and extending northerly, within the westerly side yard area, a distance of 54 feet. 5 . Article XXIV, Section 100-244B, and Bulk Area-Setback Schedule provides for 20% lot coverage for all buildings. The total for the dwelling as exists is approximately 1700 sq. ft. The area of the proposed wooden deck is approximately 925 sq. ft. 6. In considering this application, Board Members find that the relief as requested is substantial and finds an alternative, . with a three foot minimum setback from the side property line to be the minimum necessary under the circumstances, and finds: (a) the relief requested is not substantial in relation to the existing nonconforming setback from the bulkhead along Spring Pond and setback from the side property line for the patio, to be replaced by this wooden deck; (b) the construction is for an open deck addition without a foundation or basement and without a screened or permanent-type enclosure - this type of construction is not major and will aid the stability of the variable land contours; (c) the relief, as alternatively granted, will not alter the essential character of the neighborhood - the topography of parcels in the immediate area have differences in topography, shape and character in relation to the creek shorelines; (d) the practical difficulties are uniquely related to the property and are not personal to the landowner; (e) the grant of alternative relief, as noted below, will not in turn be adverse to the safety, health, welfare, comfort, convenience or order of the town, or be adverse to the neighboring properties; Page 3 - Appl. No. 4118 Matter of GLADYS J. MILNE Decision Rendered August 18, 1992 ( f) in view of all the above, the interests of justice will be served by granting alternative relief, as conditionally noted below. Accordingly, on motion by Mr. Goehringer, seconded by Mr. Dinizio, it was RESOLVED, to DENY the relief as requested with a setback at one foot from the side property line; and BE IT FURTHER RESOLVED, to GRANT alternative relief with a yard setback from the westerly property line not closer than three feet, and SUBJECT TO THE FOLLOWING CONDITIONS: 1 . The setback from the bulkhead shall not be less than 36+- feet - as exists for the patio and must be landward of the timber retaining walls, as requested; 2. The open deck construction shall remain open and unroofed, and shall not be permitted to be enclosed in any manner; 3 . The setback from the westerly side yard shall be not less than three feet; 4. The patio area may be replaced only with wood construction and with no other structural changes - the deck shall be stepped out of wood with no disruption of existing grade; 5. Copy of final construction diagram shall be submitted for review and acceptance by the Z.B.A. Chairman to show set- backs, lot coverage, etc. before issuance of building permit. 6. Lighting must be shielded to the property and shall not create glare to other areas. Vote of the Board: Ayes: Messrs. Goehringer, Doyen, Dinizio, and Villa. This resolution was duly adopted. lk RECEIVED AND FILED B- GERARD P. GOEHRIN ER, CHAT THE SOUTHOLD TOWN CLERK DATE C/ SOUR Town Clerk, Town of �.`� v ou+:l.o�d _ f FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall. Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z--22252 Date APRIL 9, 1993 THIS CERTIFIES that the building ADDITION Location of Pxoperty 24Q KNOLL CIRCLE, EAST I4IARION, N.Y.-_ -- House No. Street Hamlet County 'fax Map No. 1000 Section 37 Black 5 Lot 15 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 16, 1992 pursuant to which Building Permit No. 21236-Z dated FEBRUARY 2311993 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 DECK ADDITION TO EXISTING ONE FAMILY DWELLING TO CONDITIONS OF ZONING BOARD OF APPEALS, #4118. The certificate is issued to GLADYS J. MILNE (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N/A- PLUMBERS CERTIFICATION DATED N/A ilding Inspector Rev. 1/81 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. l. Name of Applicant: Nick Rontiris 2. Address of Applicant: 160 Circle Drive,Manhasset NY 11030 3. Name of Land Owner(if other than Applicant):Nick and Aspasia Rontiris 4. Address of Land Owner: same 5. Description of Proposed Project: 2nd floor addition to existing house and renovation of existing house 6. Location of Property: (Road and Tax map Number) 1000-37-5-15 7. Is the parcel within 500 feet of a farm operation? { } Yes { x ) No 8. Is this parcel actively farmed? { } Yes { x ) No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS l. 2. 3. 4. 5. 6. (Please use the back of thisage if there are additional property owners) Signature of Apl51i ant Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Nicholas&Aspasia Rontiris Project Location(describe, and attach a location map): 240 Knoll Circle,East Marion Brief Description of Proposed Action: 2"d floor alteration and addition,renovation of first floor-work deemed demolition and Reconstruction,new sanitary system Name of Applicant or Sponsor: Telephone: 516-312-3874 Nicholas&Aspasia Rontiris E-Mail:nrontiris@gmail.com Address: 160 Circle Drive NY 11030 City/PO: Manhasset State:NY Zip Code: 11030 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule, or regulation? x If Yes,attach a narrative description of the intent of the proposed action and the environmental resources t hat may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: Amend Trustees inspection x 3.a.Total acreage of the site of the proposed action? 9,940 SF acres b.Total acreage to be physically disturbed? 0 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 9,940 SF acres 4. Check all land uses that occur on,adjoining and near the proposed action. 9 Urban 9 Rural(non-agriculture) 9 Industrial 9 Commercial 9 Residential(suburban)X 9 Forest 9 Agriculture 9 Aquatic 9 Other(specify): 9 Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? x b. Consistent with the adopted comprehensive plan? x 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? x 7. Is the site of the proposed action located in,or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: x 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES x b.Are public transportation service(s)available at or near the site of the proposed action? x c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? x 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: x 10. Will the proposed action connect to an existing public/private water supply? NO YES x If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES x If No,describe method for providing wastewater treatment: New sanitary system 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? x b.Is the proposed action located in an archeological sensitive area? x 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? x b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? x If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: 0 Shoreline ❑ Forest ❑ Agricultural/grasslands ❑ Early mid-successional ❑ Wetland ❑ Urban ❑ Suburban 15.Does the site of the proposed action contain any species of animal, or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? x 16. Is the project site located in the 100 year flood plain? NO YES x 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, x a.Will storm water discharges flow to adjacent properties? ©NO ❑ YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑x NO ❑ YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon, dam)? x If Yes, explain purpose and size: 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? x If Yes, describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? x If Yes, describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archae ological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater, air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. 9 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. 9 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Zoning Appeals Application OWNER'S AUTHOPJZATION (Where the Applicant is not the Owner) 1,Nicholas Ronthis andAWasia Ronfiris residing at 240 Knoll Circle,Rant Marion, NY do hereby authorize Patricia C. Moore to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that 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.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAMM DESCRIBED HE IN. Owner Name Owner Name APPLICANT TRANSACTIONAL DISCLOSURE FORM (FOR SUBMISSION BY OWNER and OWNERS AGENT) The Town of Southolds Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The urpose of this form is to provide information,which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Nicholas and Aspasia Rontiris AND PATRICIA C.MOORE NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance _X Special Exception If Other, name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees Do you personally,(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?Relationship includes by blood,marriage, or business interest. A business interest means a business, including a partnership, in which the Town officer or employee has even a partial ownership of(or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NOX Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold. Title or position of that person: Describe that relationship between yourself(the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); 13)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); Q an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of Signature: Signature: Patricia C.Moore Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to malting a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-37-5-15 The Application has been submitted to(check appropriate response): ZBA Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction)❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification:❑ Nature and extent of action: 2nd floor addition and alteration to the existing dwelling and renovation of first floor. New IA sanitary system proposed Location of action: 240 Knoll Circle, East Marion Site acreage: 9,940 SF Present land use: existing house Present zoning classification: r-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Nicholas&Asposia Rontiris (b) Mailing address: 160 Circle Drive,Manhasset NY 11030 (c) Telephone number:Area Code(516 )312-3874 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ®Yes ❑No El Not Applicable The existing house is preexisting nonconforming as to setbacks. The owners wishes to add a second floor and alter the existing second floor to relocate the 3 bedrooms to the 2°d floor. The first floor will be renovated. The building department deems the work a demolition and reconstruction, however,the existing structure will be renovated and the foundation remains unchanged with the first floor substantially staying the same. A new sanitary system is required because it is a"demolition". Trustees approved the proposed project,thereafter the building department determined the work was demolition and reconstruction(but the work has not changed from what was submitted to the trustees) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑Yes ❑ No 21 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable improvements to existing dwellings enhances the visual quality of scenic resources Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria M Yes ❑No ❑Not Applicable all work is above flood zone. The property is protected by a lagoon, a bulkhead and retaining walls. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria M Yes ❑No ❑Not Applicable a new sanitary system improves the water quality. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑No M Not Applicable Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑Yes ❑No 0 Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Community access adjacent to the subject property Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No Z Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. 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'�'-'-1TIM. ...u. i , - - } e v«a � �' � `� 1'r•l ^� a r y lll IV r� g a r a :�" �� �! ��4a fir"° �' - �� �}•� �✓ 4 fir: rry S� at +�r'�✓ ,fit J � F,� � n ~�� \ � mv ' ' ,/�, __ _ i ( w r 5 N 352,382 p �L .9 0 y try 0 n s p d> ry: " 22 �.nI1E`N 25 V ns 4 2 P h 10.1 20w A,s 3 '4 1.- ,/ �s N P ,5 w IUI Kc &� Y--( I+I n„ one a>I NNI d' l ORIENT V C 3 L / $ fiN(%tf✓NE ` ,flul ,�, / ��//y p 'y/'�/�,�// ring Pond 2,9A (c) ` HARBOR uNDeawnrea LnvD� o-J�;d- �� 17 zo 6.8A(c) It M o IF ro 72 Py N 350,482 COUNTY OF SUFFOLK © K 037 G wDF sEcnoN No NOTICE 03a SDUTHOLD 11 MAINTENANCEE,ALTERA ON SALEOR � E Real Property Tax Service Agency Y DISTR BU,ION OF ANY POR'ON OFTHE 037 VILLAGE OF { County Center Riverhead,N Y 11901 037 SJFfOLK COJNTY`AX NAP IS PROHIBITED M W THOU M-E.NPERMISS'ON OF iF N��i, �y 1W SCALE IN FEET.' Yaa A 038 132 JIS-R:CT NO 1000 REAL PROPERTY TAX SERVICE AGENCY. ,may-.y„yi%' P PROPERTY MAP CONVERSION DATE'Aug I0,2017 S.C.T.M. NO. DISTRICT: 1000 SECTION:37 BLOCK:5 LOT(S):15 BAYVIEW DRIVE R129,,8, L.14.,00, CL CL '2 ca 0 m 6E CI V,tI 1 R75�00,11� 0 0J, LAND N/F OF GARDINERS BAY ESTATES U.P. P. (i 16, CLUB INC. 0.6:W 1 O'COMNION ACCESS 1.7N 0 w o1i U, iT LOT 32 lk ca 0.3'E LTE ........................... LOT 30 ................ ..... n e, . .................... d:1 112 STY FRAME.:.:.:.�-. DWELLING 4240:*........... FRAME' 'DWELLING:::-::'-:`:-�- . ............... .. ..... p .. .... . ....... ................ ...... .... WOOD .. ............ DECK A,. COVERED WOOD BRICK STOOP DECK ul <00 O 416 —(1A @61, T, SUL WOOD D GS 00- N 15155'13"W -0 S6 j)0 10.17_ S6 0 '1�s G S 8S'46'42'l FEMA MAP#36103CO177H 14.43' THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL EFFECTIVE 09/25/2009 LOCATIONS SHOWN ARE FROM nELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:9,778.87 SQ.FT. or 0.22 ACRES ELEVA 7701V DATUM: UNAUTHORIZED At TERA 77ON OR ADDIT70N To THIS SURVEY IS A WOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TIJ77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT 7RANSFERABLE 771E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7?JRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7101V OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY SURVEY OF..LOT 31 CERTIFIED To: NICHOLAS RONTIRIS; MAP OF:GARDINERS BAY ESTATES SEC. 2 EMINENT ABSTRACT, INC.; FILED:SEPT. 23, 1927 No. 275 WESTCOR LAND TITLE INSURANCE COMPANY; SITUATED AT-.EAST MARION TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #224-136 SCALE:1"=20' DAB:SEPT. 10, 2O724 PHONE (831)298-1588 FAX(831) 298 -1588 ISC. NO. 050382 1 1 -RAWIN_o LIST WWGNO. GRAMSTRLE A00100 COVER PAGEflORAWING LAST A00200 GENERAL NOTES A10300 GENEPFL NOTES _A00100 GENERAL NOTES&ENERGY CODE CQWWHCE A00500 GENERAL NOTES 5 A006.00 GENERAL NOTES 6 .X 00 SITE PLAN fl 20N0IG T A31 00 ENLARGED SITE PLAN 6 961.00 REMOVAL PLANS 9 A06200 REMOVAL ELEVATIONS 10 A066.00 REMOVAL ELEVATIONS 11 A101.00 I FIRST FLOOR PLAN 12 A102.00 SECOND FLODRfl R00FPLAN 0 A201.00 ELEVATIONS N 00 AM ELEVATIONS 15 HOUSE RENOVATION w'm SECTIONS 6 A002.60 SECTION DETAILS 17 A60100 REFLECTEDCELAGft 1e S1RR 00 FOUNDATION PLAN 10 —_._.S10.00 _RFRAFM ING PIAN S10200 SECOND FLOOR ]0 FaAMI1G PIPN 240 KNOLL CIRCLE SM 00 ROOF FRAMING PLAN PI0000 PLNIm"EROIAGPAAL— EAST MARION, NY 11939 f E 5 `x�T Received MAY 21 2025 Zoning Board of Appease ARCHITECT. C i a rd u l l o ORON N0 TITLE.. ROAM SEAL. /� DATE..YlwEet6 BCALE N/S COVER&DRAWING LIST <FH`°AR nG.RESCRIPncn GArE �� rW vH yggHo DRAWN 6x avARrxuWS 4 ARCHITECTURE&ENGINEERING,PC � r� T � GWGNO. OfT FIFTH AVE,6IN FL. �DEMOLITION AND RECONSTRUCTION OF HOUSE A001.00 � NM PORK,NY IDOW 240 KNOLL CIRCLE T(22t2)]A60010 N ull— EAST MARION,NY 11939 s 0.,W66 yob Ok N�YJ GENERAL NOTES SECTION R300 BUILDING PLANNING 1. THE PROPOSED PROJECT IS THE RENOVATION iOAN EXISTING HOUSE.ACW ME CONTINUOUS WILL BE ADDED TABLE R301.6 TOIXISTINGSECONDFLWRTOCREATEMMREUSABLESPACE.THE SECOND FLOOR WILL INCLUDE THREE TABLE R301.2.1.3:WIND SPEED MIN,ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT BEDROOMS AND TWO EATHROOMS.THE FIRST FLOOR WILL INCLUDE A RENOVATED KITCHEN,NEW LAUNDRY ROOM,FAMILYROOM AND CWRINEDLININGIDININGROOM.ONEANDAHALFBATHROWSWILLBERENOVATED CONVERSIONS OF HORIZONTAL PROJECTION AT THEIR EXISTING LOCATIONS.AN EXISTING GARAGE WILL REMAIN UNCHANGED. 2. ALLCONSTRUCTIONWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE M0 RESIDENTIAL CODE OF NEW TEST MILE TAKEN TRIBUTARY lOADEDAREA INSQIFORANY YORK STATE AND LOCALJURISDICTIONS REQUIREMENTS. 3SECOND GUST 720 FROM TABLE 301.2(I) ROOF SLOPE STRUCTURAL MEMBER 3. THE OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR CONSTRUCTION MEANS,MEMOIRS, FASTEST MILE 100 OTOMD 201TOM OVERSDO TECHNIQUES,SEQUENCES OR PROCEDURES,OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH RISE 41FT(1-3)TO LESS ITIFT(1:1) 16 14 12 THE WORK. RISE ITIFT IT 1)AND GREATER 12 12 72 4, DO NOT SCALE THE DRAWINGS.USE DIMENSIONS ONLY.ALL DIMENSIONS TO BE CHECKED BY THE TABLE R301.6 CONTRACTORS PRIM TO CONSTRUCTION, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 5, THE CONTRACTOR SHALL VIST THE SITE AND BE RESPONSIBLE FOR HAVING RECORDED ALL CONDITIONS WUN 2O20 RESIDENTIAL CODE OF NEW YORK STATE THE SCOPE OF THE PROJECT.NO CLAIMS FOR EXTRA COMPENSATION BASED ON IGNORANCE OF VISIBLE OR NNE lOAD TABLE R301.7 IMPLIED CONDmoNS WILL BE CONSIDERED. USE IFMa J ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS B. THE CONTRACTOR(S)SHALL HE RESPONSIBLE FOR THE PROTECTION!OF ALL EXISTING AND NEW MATERIALS AND 202C RESIDENTALL CODE OF NEW YORK STATE CONDITIONS WITHIN THE PROPOSED CONSTRUCTION AREA.WY DAMAGE CAUSED BY OR DURING THE DECKS 40 STRUCTUW.MEMBER EXECUTIONOFTHE WORK IS THE RESPONSIBILITY OF THE CONTPACTOR(S)AND SHALL BE REPAIRED TO THE PASSENGER VEHICLE GARAGES yp DEFLECTION ALLOWASHT OWNERS SATISFACTION AT THE CONTRACTOR(ST SOLE EXPENSE. ROOMS OTHER THAN SLEEPING ROOMS 40 RAFTERS HAVING SLOPES GREATERTHAN MI2 Jim T. ALLWORKSHALLBEWNEINAWORKMANSHIPIIKEMANNERWC NGTOWMMONACCEPTABLEINDUSTRY WITH NO FINISHED CUING ATTACHECTO RAFTERS STANDARDSANDPRACTICES. SLEEPING ROOMS 30 B. AJLMATPRIM AND EQUIPMENT ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INTERIOR WALLS AND PARTITIONS W7B0 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. FLOORSANO PLASTERED CEILINGS LDfiO 9. HEIGHT AND AREA LIMITATIONS ALLDTLERSTRUCTURALMEMBERS LANK EXISTING AND PROPOSED ADDITION ARE UNPROTECTED WOOD-FRAMED CONSTRUCTION. EXTERIOR WALLS WITH PLASTER OR STUCCO H'.'MO • 2STORY DWELLING FINISH (BASEMENT DOES NOT HAVE HABITABLE OCCUPANCIES) EXTERIOR WALLS-WINOS LOWS WIN BRITTLE LM0 FINISHES E%TERIW WALLS-WINDS LOWS WITH FLEXIBLE LJ120 R302 FIRE-RESISTANT CONSTRUCTION FINISHES EXTERIOR WALLS;CDNSTRUCMIN,PROJECTIONS,OPENINGS AND PENETRATIONS SHALL COMPLY WITH TABLE R3021(D TABLE R302.1(1) EXTERIOR WALLS R302 FIRE-RESISTANT CONSTRUCTION R302.5 DWELLING GARAGE OPENING AND PENETRATION PROTECTION EXTERIORWALLELEMENT MINIMUM MIFAARMFIRE OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE FIRE-RESISTANCE RATING SEPARATION DISTANCE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R30251 THROUGH R30253. i NWR TESTED IN ACCORDANCE WITH ASTM E119 ULMOR SECTION FIRE RESISTANCE 0FEET R302.5.1 OPENING PROTECTION. ' RATED ]03.30F iME IN BUILDING CODE WITH EXPOSURE FROM DODOPENING FROM APRIVATE GARAGE DIRECTLY INTO AHOW USED FOR SEEPING SHALL NOT WAS SIDES BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND THE RESIDENCE SHALL SE UIP HAN I OLID NOT FIREAf315TANCE OHOURS OFEET CORED ORS NOT LESS THAN DOORS NOT RLESS WANE F`E-RATED HONEYCOMB RATED CORE DOORS NOT LESS THAN 1 I'iHICK.OR 20 MINUTE FIREftATEO DOORS. NOTALLOWED NA <21FEET 13D2.52 DUCTPENETRATION. DUCTS IN THE GARAGE AND XCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE FIRE-RESISTANCE i HOUR ON IRE UNDERSIDE,OR HEAVY TIMBER,Oft >2 FEET TO DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM N0.26 GA SHEET STEEL PROJECTON9 RATED FIRE-RETARDANT-TREATEDWOODV <SHEET OR OTHER APPROVED MAJIFW AND SHALL NOT NAME OPENINGS INTO THE GARAGE. RMS.3 OTHERPENETRATIONS. NOT FIRERESISTANCE OHOLRS >5 FEET PENETRATIONSTHRDUGH THE SEPARATION REWIRED IN SECTION R302.6 SHALL BE RATED - PROTECTED AS REWIRED BY SECTION FVKDA 1,ITEM 4, R-6 UWELLNVG-GARAGE FINE SEPARATION. NOT ALLOWED NA <2 FEET THE GARAGE SHALL BE SEPPAATED PS REWIRED BV TABLE R3026.OPENINGS IN GARAGE WALLS SHALL COMPLYWITH SECTION MS WALL SEPARATION PROVISIONS OF TABLE R332.6SOUL NOT APPLYTO OPENINGS 25X NAXIMUM OF—I OWNRS GARAGE WALLS THAT ARE PERPFN[XWIAA TO THE ADJACENT DWELUNG UNIT WALL. W DUALS AREA 3FEET R30AI FIAMESPREADINDE%AND SMOKE DEVELOPED INDEX FORWALL AND CEILING FINISHES WALL AND CEILING FINISHES SHALL HAVE A DIME SPREAD INDEX OF NOT GREATER MAN WAMTED OHoUR3 5FEET 200 -- EXCEPTION. N TIALLOWED NA <2 FEET FLAME-SPREAD REQUIREMENTS FOR FINISHES SNALL NOT APPLY TO TRIM DEFINED W COMPLY WITH PICTUREMOLDS.CHAIRRAILS.B EBOARDSANDHANDRAILS;T000ORSMJDWINDOWSM PENETRATIONS ALL SECTION R302.4 <3 FEET THEJR FRAMES;OR TO MATERIALS THAT ARE LESS THAN IRO'IN THICKNESS CEMENTED TO R E SURFACE OF WALLS ORCEILINGE IF THESE MATERIALS EXHIBIT FLAME-SPREADVALUES NO GREATER THAN THOSE OF POPE R OF THI S THICKNESS CEMENTED TO A NW E REGUIRED NONCOMBUSTIBLE BACKING. UNLIMITED 3FfFT P.ID2B.2 WALL AND CEILING FINISHES SHALL WIVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. NOTES: ft 11.3 TESTING TESTS SHALL BE MINE IN ACCORDANCE WITH ASTM ER OR LA T23.FOR ALTERNATIVE a.THEFIRERESISTANCERATINGSHALLBEPERMITTEDTOBEREOUCEDTOOHWRSWTHEUNOERSIDEOFTHEEAVEOVERHMIGIF TESTING METHODS REFER TO RN24.4. FIREBLOCKIME IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. I.THE FIREAESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TOO HOURS ON THE UNDERSIDE OF THE BAKE OVERN+W WHERE GABLE VENT CPENINGSARE NOT INSTALLED. AR04TECT CiarduIIo OMwInG TITLE A'OTC PEV3MNS m DATI INIM OCHE NIS NOTES ES tEArn qRc N0.OFSCRPTIOX OIR �6 T PHIN.R�H DRAWN BY.G.\'PAiHALOM'S s ARCHHECTURE S ENGINEERING,PC WINNO. 417FIFTHAVE,BTHFL DEMOLITION AND RECONSTRUCTION OF HOUSE a 240KNOLLCIRCLE r A002•00 NEW PORK ID W36 > T(21c)2a5-DOIO 9 O P'i Mmwmcom EAST MOTION,NY 11939 rF yo R302 FIRE-RESISTANT CONSTRUCTION(CONT.) ROM FLAME SPREAD INDEX AND SMOKE DEVELOPED INDEX FOR INSULATION. R307 TOILET,BATH AND SHOWER SPACES RJP2.11.1.1 BAITS OR BLANKETS OF MINERAL OR GLASS FIBER, R307.1 SPACE REWIRED. S932.10.1 INSULATION BATTSOR BUNKETSOFMINERALORGUSSNBFAOROi ERAPPROVED FIXTURES SHAD.BE SPACED IN ACCORDANCE WITH NGURE 7.32.OF THE PLUMI FUME SPREAD INDEX AND SNAKE-DEVELOPED INDEX FOR INSULATION. NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPUANCE WITH THE SUSCODE ENTITLED VINIMUM FIXTURE CLEARANCES INSULATION MATERIALS INSTALLED WITHIN FLOM CEILING ASSEMBLIES,ROOF,CALWG ASSEMBLIES, 10FOOT HORIZONTALFIREBLOCKINGINWALSCONSTRUCTEDUSING 4"MIN 4"MIN ;MIN TMIN WALLASSEMBLIES,CRAWL SPACES AND ATTIC S SHALL EXHIBIT A FLAME-SPREAD INDEX NOT TO PARALLEL ROWS OF STUDS OR STAGGERED STUDSEXCE . WITH 25 AND OR UL76,INSULATING NSUL TIN MATERIALS EREESTE IN ENlAC ORTED DANC ACCORDANCE - WQUIREM E&OR THISS C ION,SNGL INCLUDE FACT GS.MDIN ACCORDANCE A WITH R R30211.fI UNFACEDFIBERGLASB REQUIREMENTS RETARDERS, VA OF THIS SECTION,MEMBRANES INCLUDE FACINGS,WHERE USED,SUCH AS VAPOR HUTHUNFACEDF?BERGLASSBAIT INSULATION USED ASVITY TOA HEIG SHALL U RETARDERS,VAPOR PERMEABLE MEMBRANES AND SIMILAR COVERINGS. FILLTHE ENTIRE CROSS SECTION OF THE WALL LLY.W TOE HEIGHTOF NDTLESS THAN161NCHE5RUCTO SAREEICOUN WHEREPIPING EXCEPTIONS; CONOUR PACKS UIGHTLY UCUND ME OBSCWNTERED,THE INSULATION 1. AND SUCH SMOKEDEV LOPE MATERIALS ME LIMITATIONS IN CO NOT APPLY PPL TO ESTHEFUME SPREAD INDEXTHAT SHALL BE PACKED TIGHTLY MOUND THE OBSTRUCTION. AND FACING INSTALLED IN SUBSTANTIDNSWNOT WTH THE UNEFACING SURFACE THE �� ♦15� THE FACING IOSOR INSTALLED IN SUBSTANTIAL CONTACT WiH THE UNEXPOSE➢SURFACE Of THE R302.11.1.] LOOSE-FILLINSUUTION MATERIAL. """-------r CEL LOGEOOROR WALL FINISH. LOOSEUNLESS SPECIFICATIOLLY TESTER IN THE FORM O MA AND MANNIM AFlREEED CK FOR 2. WITTHOSE FILL THAT IS NO SPRAY APPLIEDAND THAT COAWLIES USE TODPECIFICAILY TESTED IN THEREMAIN IN MANNER INTENDED WITTNEREQUIREMENTSOFSECTIONRETHAN SHALL NOT BE TEDINNEOTOMEETA USET00EMONSTRATED ABILITY GASEOREMAIN IN PLACE AND TO RETARD SMOKE-DEVELOPED FINE%OF NOT MORE THAN 450 WHERE TESTED IN AGCAI20ANGE WITH iNE SPREAD OF FIRE ANO HOTGASES. - 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. VMIN GLEARII ♦ 1 R302.102 LOOSE-FILLINSUUTION RM211Z FIRE LOOKING INTEGRITY TUB - LOOSEFILLINSUUTIONMATERIPLSMTGANNOTBEMOIMTEOINTHEMNE6 MM723 THE INTEGRITY OF FIREELOCKS SHALL BE MAINTAINED. APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FUME SPREAD RU72 BATHTUB AND SHOWER SPACES. AND SMO-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAWULG MZ12 DRAFTSTOPPING SATHTUBAND SHOWER FLOORS AND WALLS ABOVE BATNTUNS WITH INSTALLED SHOWER RM22. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND HEADSAND IN SHOWER COMPARTMENTS SHLLL BE FINISHED WRNANONABSORBENi BELOW THE CONCEALED SPACE OF A FLOOR-GELING ASSEMBLY,DRAFTSTOPS SHALL BE SURFACE.SUCH SHOWEALL R SMENT EI(TENOEFI ISHED WITH OF A NOESS CItBEHAN FEET EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN INSTALLED SO THAT THE AREA OF ME CONCEALED SPACE DOES NOT EXCEED 1,000 SUpyAE.SUCHW ACCORDANCE WITH CANAILC S102,PROVOEDTHATSUCHINSULATIONCOM SWITHTHE SQUAREFEET.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACEINTO ME FLOOR REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3 APPROXIMATELY EQUAL AREAS,WHERE ASSEMBLY IS ENCLOSED BY FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW.DRAFTSTOPPING SHALL BE PROVIDED IN R308 GLAZING FLOOR CEIJNG ASSEMBLIES UN DER THE FOLLOWING CIRCUMSTANCES: PURI IDENTIFICATION. R3021D.3 CELLULOSIC LOOSE HILL INSULATION EXCEPT AS INDICATED IN SECTION R306.I,I EACH PANE OF GLAZING INSTALLED IN CELLULOSIC LOOK ALL INSULATION MATERIALS WILL 20B L COMPLY WITH CPSC I6 OFF,PARTS LAND 1. CEIUNGISSUSPENOEDUNCERTHEFLOORFRAMING. HAZARDOUS LOCATION AS DEFINED IN SECTION R3064 SHALL BE PROVIDED WITH 14M.EACH PACKAGE OF SUCH INSULATING MATERIEL SHALL BE CLEARLY LABELEDINACC.ORDANCE 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION,THE TYPE WITH CPSC 16 CAR.PARTS 1209 AN 14M, MEMBERS. OF GUSB AND THE SAFETY GLAZING STANDARD WHICH IT COMPLIES,AND THAT IS VISIBLE R302.12.1 MATERIALS IN THE FINAL INSTALLATION.THE DESIGNATION SHALL BE ACID ETCHED,SANDBLASTED, R]p2.10A EXPOSED ATTIC INSUTAIJON GERPMIGFIRED.LASER ETCHED EMBOSSED,Oft BE OFAIYPE THAT ONCE APPLIED EXECS EDINSUUTION MATERW.S ON ATTICFLOORS SHALL HAVEACRITICA RAOOWTFLUXOF NOT DRAfT STOPPING MATERIA3 SHALL NOT BE LESS THAN 112INCHGMSUM, CANNOT BE REMOVED WITHOUT BEING DESTROYED.A LABEL SHALL BE PERMITTED LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 316 INCH WOOD STRUCTURE PANELS OR OTHER APPROVED MATERIALS LIEU OF THE MANUFACNRERS DESIGNATION. AIDEDUATELY SUPPORTED-DRAFTSTOPPING SHAH BE INSTALLED PARALLEL TO SONZA0S TESTS FOR CRITICAL WANT FLUX SHALL R MADE IN ACCORDANCE WITH ASTM E970, THE FLOOR FRAMING UNLESS OTHERWISE APPROVED BY THE BUILDING EMS HUMAN IMPACT LOADS OFFICIAL THE INTEGRITYCF THE OPAFiSTOPS SHALL BE MAINTAINED. INDVIDUAL GLAZED AREAS,INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INOICATED AS DEFINED W SECTION R306.4 SHALL PASS THE TEST W2,13 FIREPROTECTION FFLOORS REQUIREMENTS CA SECTION R308.3.1. R3 AI A ESLOCKING. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHFREINTHISCODETOBE EXCEPTION: MIRRORS AND GLASS PANELS MOUNTED OR ICING ONASURFACE THAT INCOMBUSTIBLECONSTRDCTION,FlREBLOCKING SHAD-BE PROVIDED TO CUT OFF BOTH VERTICAL AND FIRE RESISTANCE RAID,SHALL BE PROVIDED WISH A 112INCH GYPSUM WALLBOARD HORZZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AI EFFECTIVE FIRE BARRER BETWEEN STORIES, MEMBRANE,MINCH WOOD STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE PROVIDESACONTINIIOUSBACKINGSUPPORT. AND BETWEEN A TOP STORY AND ROOF SPACE, UNDERSIDE OF FLOOR FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR MOTS, VENTS.ELECTRICAL OUTLETS,LIGHTING DEVICES.LUMINARIES,WIRES,SPEAKERS, R306.3.I IMPACT TEST FIREBLOCKING BHALLBEFRONDEDINWOODFW DCONSTRUCPONWTHEFOLLONWG DRAINAGE,PINNGANDSIMIUROPENINGSORPENETRAT10NS$HPLLBEPFAMITTED. WHEREREQUIRED EYOTHERSECTIONS OF THE CODE,GLAZING SNAIL.BE TESTED IN LOCATIONS: ACCORDANCE WTTH CPSC 16 CFR 12111.GLAZING SHALL COMPLY WITH THE TEST CRRERIA 1. IN CONCEALED SPACES OF STUD WALSAND PARTRMS,INCLUDING RRREO SPACES EXCEPTIONS: FORCATEGORY II UNLESS OTHERWISE INDICATED IN TABLE R306.3.311E AND PARALLEL ROWS OF STIRS ORSTAGGERED STUDS. 1.FLOORASSEMBLIES LOCATED DIRECTLY OVERASPACE PROTECTED BYAN AUTOMATIC 1.1 VERTICALLY IN CEILING AND FLOOR LEVELS. SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION PMNFPA I3D,OR OTHER EXCEPTION:GLAZING NOT IN DOORS OR ENCLOSURES FOR HOT TUB, WHIRLPOOLS, 12 HORIZONTALYAT INTERVALS NOT EXCEEDING IO FEET. APPROVED EQUIVALENT SPRINKLER SYSTEM. SAUNAS,STEAM ROOMS,BATH TUBS AND SHOWERS SHALL BE PERMITTED TO BE TESTED IN 2. AT INTER CONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 2.FLOOR ASSEMBLIES LOWTED DIRECTLY OVER ACRAWL SPACE NOT INTENDED FOR ACCORGANCE WTHANSIZ97.1.GWINGSHALCOMPLYWITHTHETESi CRITeXAFOR AS OCCUR AT SOFFITS,OR OP CEILINGS AND COVE CEILINGS. STORAGE OR FOR THE INSTALLATION OF FIkLRRED OR ELECTRIC POWERED HEATING CLASS A UNLESS OTHERWISE INDICATED IN TABLE R308XH21 3, IN CONCEAEDSPACESBETWEEN STAIR STRINGERSAT THE TOP AND BOTTOM OF THE APPLIANCES. RUN ENCLOSED SPACES UNDER THE STAIRS SHALL CDMPLYWTH SECTION R302.7. 3.PORTIONS OF THE FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE UNPROTECTED R3084.3GLAZING INWNDOWS 4. ATOPENINGSAROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING AND FLOOR WERE COMP LYING WITH THE FOLLOWING: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL TAT MEETS AL ME FOLLOWING LEVEL,WITHANAPPROVEOMATERRI TO RESIST THE FREE PASSAGEOF FIAMEAND 3.1 THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS ODES NOT EXCEED N CONDMI SSWILLBECONSIDEREDTOBEAHAZARDOUSLOCATKIN. PRODUCT30FCOMBUSTION.THE MATERIAL FILING THIS ANNULAR SPACE SHALL NOT BE SNARE FEET. HE LINED TO MEET THE ASTM EIM REQUIREMENTS. 32 FIRE BLOCKING IN ACCORDANCE WITH SECTION R302.11.I IS INSTALLED ALONG 1. THEEXPOSED AREAOF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE S FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE RIMA9. THE PERNER OF THE UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED FEET. PORTION FROM THE REMINDER OF THE FLOOR ASSEMBLY. 2. THE BOTTOM EDGE OF THE OWING B LESS THAN Ir ANNE THE R302.11.1 RREB_OCKENG MATER OD AS 4.WO FLOOR ASSEMBUES USING DIMENSION LUMBER OR STRUCTURAL CDMPC- FLOOR EXCEPT AS PROVIDED WSECTIONR302.11,ITEM4,FIREBLOCKINGSHALLCONSIUNTHE LUMBER EQUAL TO OR GREATER MAN 2 RICH BY IO INCH NOMINAL DIMENSION,OR 3, THE TOP EDGE OF THE DAZING IS MORE THAN N ABOVE THE FLOOD. FOLLOWING MATERIALS. OTHERAPPROVEO FLOORASSEMBLIES DEMONSTRATING EQUIVALENT FIRE 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36INCHES MEASURED PERFORMANCE. HORIZONTALLY AND IN ASTRAIGHT LINE OF THE GLAZING. 1. TWO INCH NOMINAL LUMBER, 2. TWO THICKNESS OF I INCH NOMINAL WITH BROKEN UP MINTS R30214 COMBUSTIBLE INSULATION CLEARANCE. R306.46 GLAZINGANWAUUSOD WET SURFACES J. ONE THICKNESS OF 23132 INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY COMSUSTIBLEINSULATIONSHALLSESEPARATEDNOTHESSTHAN3INGHESFROM EDGE GINWALLSOR ENCLOSMANNABATHTUBORSHOWER WHERETNEEXPOSEO EDGE OF THE GLAZING IS LEES TNSI CONSIDERED A H MEASURED VERTICALLY PBOVEPNY 2NETH INCH WOOD STRUCTURAL PANELS RECESSED LUMINARIES,FAN MOTORS AND OTHER IIBAT PRODUCING DEVICES. WALKING SURFACE SHALL BE CONSIOEREDAHAZARDOUS LOCATION. 4. ONE THICKNESS OF 310.1NCH PARTICLEBOARD WITH JOINTS BACKED BY 3MINCH PARTICLEBOARD, EXCEPTION: WHERE HEAT PRODUCING MPLYES ARELTHE LISTING LESSER 6. ONE-0 ARINCH GYPSUM BOARD CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS LOTS 6. ONEQUARBLANINCH CEMENT OF MINERAL MILLSOUID. SHALL BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE IIBTING. ]. BATTSDLSIGET LLETS IN UCHALMANNER AS TOM SECURELYER ON RETAINED IN ED PLACE. MATERIALS INSULATIOINSTHAMAS TESTED PUCE. SSESO LUMINARIES CTION NLEDINTHE BEARDING THERMAL ENVELOPE SHALL MEET THE 6. CELW LOSE INSULATIONINSTALEDAS TESTED IN ACCORDANCE WITH ASTM E1L90R Ul AEDIIREMENTSOF SECTION N11p2.40F THIS CODE 263,fOR SPECIFICAPPLICATION. NIQRECT: DRAW ITTUE: REM60N3 SEAL: MTEINIm SCALE:NTS Ciardullo NOTES tEpEpARc W.OE3CAPIDN MT JO�NY,kT DRAM BY:G.VARIHMAMS ARCHITECTURE 6ENGINEERING,PC C C11 pWGNO. DEMOLITION AND RECONSTRUCTION OF HOUSE NEJ FIFTH AVE 18TH AL DON NEW ORK NY 10036 240 KNOLL CIRCLE A0o3Noo Y , Tz,areslbMD EAST MARION,NY 11939 'AkoR' �oQt R311 MEANS OF EGRESS R312 GUARDS AND WINDOW FALL PROTECTION TABLE N1102.1.2 m1z1.1 MEASURED DVERTIHALL ALLYPRO TO THE LOOROR GUIDE ELORETHPN30NJCMEB INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R311.1 EACONTIGMSSNUOWAND UOVIDEDUCTEDPATHOFVERTICAHED ELLIZONTAL MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW, EDRESB TRAVEL IS PROVIDED HRO ALL PORTIONS OF THE DWELLING 2020 RESIOENTW.CODE OF NEW YORK STATE WITHDIRREWIRING TRAVEL THAT OPEN GO AGE.ICWAY,E55 DOORS R312.11 GUARDS SHALLWALBEGS INCHES IN HEIGHT MEASURED VERTICALLY ABOVE OPEN DIRECTLY INTO AYARO THAT OPENS TOAPUBLIC WAY. ADJACENT WAIVING SURFACE. N1101.10 BUILDING THERMAL ENVELOPE INSULATION 0112 EGRESS ODORS PRE SIDE HINGED AND PROVIDE A CLEAR WIDTH OF NOT R312.IA GUARDS SHALL NOT HAVE AN OPENINGS THAT ALLOW PASSAGE OF A SPHERE AN R VALUE IDENTIFICATION MARK SHALL BE APPLIES)BY MANUFACTURER ON EACH PIECE OF THE BUILDING LESS THAN 32 INCHES WHERE MEASURED FROM THE FACE OF THE DOOR TO 41NCHES IN DIAMETER. THERMAL ENVELOPE THAT IS 12 INCHES OR GREATER THE STOP WITH THE DOOR OP EN 90 DEGREE.THE CLEAR HEIGHT OF THE • CERTIFICATIONS AS NOTED IN THIS SECTION. WOROPENINGISNOT LESSTHANIBINCHESMEASUREDFROMTHETOPOF R3122 WINDOW FALL PROTECTION. THE THRESHOLD TO THE BOTTOM CC THE STOP. AIL BILLS OF OPERABLE WINDOWS WITH THE OPENING ABOVE THE FINISH NH01,103 FENESTRATION PRODUCT RATING SHALL BE DETERMINED IN ACCORDANCE WITH NFRC IDOL GRADE OR OTHER SURFACE BELOW THE EXTERIOR OF THE BUILDING SHALL BE R311.3 IANOING AND FLOORS ON EACH SIDE OF EACH EXTERIOR DOOR IS HOT LOCATED GREATER THAN 24 INCHES ABOVE THE FINISHED FLOOR. N1102A.1.1 A CONTINUOUS MR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE.BREAKS OR JOINTS IN THE MR LESS THAN M'MEASUREO IN THE DIRECTION OF TRAVEL AND NOT LESS W BARRIER SHALL BE SEALED.AIR-PERMEABLE INSULATION SHALL NOT BE USED AS SEALING MATERIAL. WIDTHTHANTHEOOORSERVED.THESLOPEOFTHEIANUNGOOESNOT EXCEED A 2 PERCENT SLOPE. R3113.1 FASTENERS,INCLUDING NUTS AND WASHERS,FOR PRESERVATIVE-TREATED WOOD RIM JOSTS SHALL BE INSIAATED AND INCLUDE THENRWRIER. R311S EXTEMORLANDINGATTACHMENT: SHALL BE OF HOTLIPPED ZINC COATED GALVANIZED STEEL,STAINLESS STEEL, • FRONT ENTRANCE LANDING IS SELF-SUPPORTING. SIUCONSRONZE,ORCOPPER.STAPLES SHALL BE OFSTAINLESS STEEL.COATING BATTS IN NARROW GAMES SHALL BE CUT TO FIT SO THAT THE INSULATION READILY CONFORMS TO THE CAVITY • REAR DECK LAND INGISPWHIVELYAAGHO9EDTOTHE40MARV TYPES AND WEIGHTS FOR CONNECTORS IN CONTACT WITH PRESERVATIVETREATED SPARE. STRUCTURE. WOOD SHALL SE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS,NOT LESS THAN JSTM 1053 TYPE G1S5 ZINCLOATED GALVANIZED STEEL OR AR SEALING SMALL BE PROVIDED BETWEEN THE GARAGE AND CONOTIONED SPACES. EQUIVALENT,SHALL SE USED, EXCEPTIONS: RECESSED LIGHT FIXTURES INSTALLED IN THE BUHOBIG ENVELOPE SHALL BE AIR TIGHT,IC RATED,AND SEALED TO I. 117DIAMETERORGREATERSTEELBOLTS. THE DRYWALL 2. FASTENERS OTHER THAN NAILS,STAPLES AND TIMBER RIVETS SHALL BE R317 PROTECTION AGAINST DECAY PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINCCOATEDSTEELAND HATT INBIILATION SHALL BE CUT NEATLY TO FITAROUND WRING AND PLUMBING IN EXTERIOR WALLS,OR INSULATION COATING WEIGHTS IN ACCORDANCE WITH ASTM BESS,CLASS 55 MIN. THAT READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIPING. 3. PLAIN CARBON STEEL FASTENERS IN SBXJDOT AND ZING BORATE M11.1 AT THE FOLLOWTNG LOCATIONS,USE A NATURALLY DURABLE WOOD OR WOOD PRESERVATIVE-TREATED WOOD IN AN INTERIOR,DRY ENVIRONMENT SHALL BE EXTERIOR WALLS A01ACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER SEPARATING THEM THAT IB PRESERVATIVE-TREATED IN ACCORDANCE WTTH AWPA U1, PERMITTED, FROM THE SHOWERS AND TUBS. I, WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLDOR WHEN R317.3.3 FASTENERS.INCLUDING NUTS AND WASHERS,FOR FIRE RETANDANT-TRPAIED CLOSER TAW IT OR WOOD GIRDERS WHEN CLOSER THAN 1270 EXPOSED WOOD USED IN EXTERIOR APPLICATIONS OR WET OR DAMP LOCATIONS SHALL BE OF THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AR-SEALED BOXES GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE HOT-DPPEO ZING COATED GALVANIZED STEEL,STAINLESS STEEL SILICON BRONZE, SHALL BE INSTALLED, PERIPHERY OF THE BUILDING FOUNDATIONS. OR COPPER FASTENERS OTHER THAN MILS,STAPLES AND TIMBER RIVETS SHALL 2. WINO FRAMING MEMBERS THAT RESTON CONCRETE OR MASONRY BE PERMITTED TO BE OF MECHANICALLY CEPOSITED ZINC-COATED STEEL WITH AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WAILS EXTERIOR WALLS AND ARE LESS THAN W FROM EXPOSED GROUND. COATING WEIGHTS IN ACCORDANCE WITH ASTM MIS,CLASS 55 MIN. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN RM7.3.1 FASTENERS.INCLUDING NOS AND WASHERS,FOR FIRE RETARDANT-TREATED Genetatetlb RES[he[k-Web Software IMPERVIOUS WATER BARRIER WOOD USED IN INTERIOR LOCATIONS SHALL BE IN ACCORDANCE WITH THE Y 4, THE ENDS OF WOW GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE MANUFACTURERS RECOMMENDATIONS.INABSENCEOFTHEMANUFACTURERS j Compliance Certificate WALLS HAVING CLEARANCES OF LESS THAN i INCH ON TOPS,SIDES AND RECOMMENDATIONS,SECTIONR317.33SHA1LAPPLY, ENDS. 5. WOOD SIDING,SHEATHING AND WAIT FRAMING ON THE EXTERIOR OF BUILDING HAVING A CLEARANCE OF LESS THAN 3'FROM THE GROUND Project 240 Knoll Cirtle B. WO G STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMa=ABLE FLOORS R318 PROTECTION AGAINST SUBTERRANEAN TERMITES ,AAA OR ROOFS THAT ARE EXPOSEp TO iNE WEATHER,SUCH A$CONCRETE OR SEE 01 PORTABLE R301.2(H Cl-WATEAND GEOGRAPHIC DESIGN CRITERIA `s MASONRY SLABS,UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUSMOISTURESARRIER. 7. WOODFURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED ,lsszx xxPl DRECTLYTO THE INTERIOR OF EXTERIOR MASONRY WALLGQR WA'CPETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALLANDTHE FURRING STRIPS OR FRAMING MEMBERS. R311.1.1 FIELD CUT ENDS,NOTCHES AND DULLED HOLES OF PRESERVATK TREATED "^"'•'w�.. r,Rs WOW SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA W. owrerlMux: R317.12 ALLWOODIN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMANOCCUPANCYSHALL BEAPPROVEDPRESSURE-PRESERVATIVE—TED c WOOD SUITABLE FOR GROUND CONTACT USE. wm....e„ R317.1.4 WOW COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE ORAPPROVED PRESSURE PRESERVATIVE-TREATED WOOD. EXCEPTION:DECK POSTS SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROTECTING HOT LEM THAN 1 INCH ABOVE ACONCRETE FLOOR OR r ABOVE EXPOSED EARTH. ...a ur ,+,mmr.,n...,,,o,,...,,,,,m..i,n.m...m.....,,er.,n.....r„p.,.x.,.a R3112 LUMBER AND PLYWOOD REQUIRED TOM PRESSURE-PRESERVATVE TREATED EnvelOne Assemblies SHALL BEAR THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY THAT MAINTAINS CONTINUING SUPERVISION,TESTING AND INSPECTION OVER THE QUALITY OF THE PRODUCT AND THAT HAS BEEN APPROVED HY AN •"� zzs aern ozio ei e� ACCREDNATIDJ BODY THAT COMPLIES WITH THE REQUIREMENTS OF THE PMEI3MAW LUMBER STANDARD COMMITTEE TREATED WOOD PROGRAM. MRCHEDT Clardullo DRAWI%TIRE NOTES&ENERGY CODE COMPLIANCE REVISIONS SEA D E1RG75 3DAEKS 4EREOgq� XD.oEscRPrax DATE p� �D PJI✓,k dwwN BY c vaRTHu.ass x ARCHRECFURF6ENdXlENXD,PC T A C!1 OWGNO. DEMOLITION AND RECONSTRUCTION OF HOUSE 417 NEW RK,NY 10036 FIFrRAVE,BTHFL. 240 KNOLL CIRCLE N A004,00 NEW PO r:(212I24soD1D �. wwx.aemwm.wm EAST MARION,NY 11939 9TF043F NF`H fin? BUILDING COMPONENT CRITERIA e.l THE MO.S OF EACH MET.BEAM.OR GIRDER SHALL HAVE NOT LEM THAN 15-OF BEARING ON WOOD 1.FOUNDATIONS OR METAL AND NOT LESSMAN 3.ON MASONRY OR CONCRETE EXCEFTWHERE SUPPORTED W A IPA 3.) WALL CONSTRUCTION BY RIBBON STRIP AND NAILED TOME ADJACENT STUD OR BY THE USE OFAPPROVED JOIST HANGERS, a) LOAD BEARING DIMENSION LUMBER FOR STUDS,PLATES,AND HEWERS SHAH BE IDENTIFIED aJ LOTSSHALLBEGMMSOMTODRAINSUUF WAMRAWAYMR FWNOATIONWALLSTHE BY AGRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED GRADE AWAY FROM FOUNDATION WALLS SHALL FALLA MINIMUM Of 6'WITHIN THE FIRST 10'. BY AN ACCREDITATION BODY THAT COMPLIES WITH WC KCD 1.1 JOISTSAN2'NESUPPORTHI LATERALLY ATTHE ATTACHMENT BY TOA HE DER,BAND,EPTH BLOCKING NOT bJ INOMISACOMPLETEGEOIECNNIGI EVAWTION,THE LOAOGEARING VALUES WTAI3LE LESS THANT STUD:OR IN THICKNESS:OTHER BY WISE PROVIDED TON HEAOER,UNORT OPFUNBT,OR TO R401.1,1 SHALL BEASSUMEOI AN ADJOINING SNO;OR SHALL BE OTHERWISE PROVBED MiN LITERAL SUPPORT TO PREVENT b.) STUDS SHALL BEY2SPRUCE NNE FIR GRADE LUMBER ROTATION. c) EXIERKK4 WOOD FRAME WAILS SHALL M DESIGNED AND CONSTRUCTED W ACCORDANCE TABLE R401.4.1:PRESUMPTIVE LOAD BEARING VALUES OF WITH THE CHAPTER B OF THE NY BUILDING CODE AND FIGURES R602.3(1)AND R50251)OR IN FOUNDATION MATERIALS B)STRUCTURAL FLOUR MEMBERS SHALL NOT BECUT,BORED OR NOTCHED N MEW OF THE ACCORDANCEMMWWMDS.COMPWENTSOFEXTMMWAILSSMLLBEFASTEWDIN LIMITATIONS SPECIFIED IN R502.6 OF THE IRO,Ml. ACCORDANCE MR TABLES R602,3(1)THROUGH RIALL EXTERIOR WOOD FRAME WALLS RIN CLASS OF MATERIAL LOAASEAG PRESSURE BYR) SHALL BE CONSTRUCTED WITH M6@HM C. CRYSTALLINE BEDROCK 12.X0 b.l CUTS,NOTCHES AND HOLES BORED IN TRUSSES,LAMINATED VENEER LUMBER,GLUEAAMINATED N.) WOOD STUD WALLS SHALL BE CAPPED WITH A WOKE TOP PLATE INSTALLED TO PROVIDE MEMBMOR1401 TS ARE NOT PERMITTED UNLESS THE EFFECTS OFSIICH PENETRATIONS ARE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING PARTITIONS,ENDJGNTSN SEGMENTARY S FOLIATED ROUX 4.000 SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER. TOP PLATE SHALL BE OFFSET AT LUST 24'. SwoYGRAVELANoroRGRAMEL 3000 9.) WHERE JOISTS,TRUSSES OR RAFTERS ARE SPACED MORE THAN IS O.C.AND THE BEARING FLOOR FRAMWG BINDLE BE NAKED IN ACCORDANCE WITH TABLE RM2Y,1).WHERE POSITS AND MAN STUDS BELOW ARE BRACED 24°0.C.,SUCH MEMBERS SHALL BEAR WITHIN T OF THE STUDS SAND,SILLY SAND CLAYEY SPUD SILTY OR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL BENEATH GRAVEL B CLAYEY GRAVEL ROW BE PROVIDED TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. 1..) STUDS SHLLL HAVE FULL BEARING ON A NOMINAL 2X OF URGER PLATE OR SILL HAVING CLAY,SANDY CLAY,SILTY CUY,CUYEY T500 WIDTHATLUSTEWALTOWIDTN OFTHESTUDS. SLTSLTANDSAAYBkT 1.) OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITHAOEADER AND RIMER JOISTS.WHEN THE 0) INTENORLOAD6 MINGWALSSHALLWNSMMTED,FRAMEOMORREBLOCKEOAS HEADERMISTSPAN DOES NOT EXCEED 4',THE HEADER JOIST MAYBE A SINGLE MEMBER THE SAME SIZE SPECIFIED FOR EXTERIOR WALLS. c)CONCRETE SHALL HAVE A MINIMUM COMPRESSVE STRENGTH OF 3.000 PSI. ASTHE FLOOR JOIST,SINGLE TRIMMER JOISTS MAYBE USED TO CARRY A SINGLE HEADER JOIST THAT IS N) INTERIOR NONBEARING WALLS SHALL BE CONSTRUCTED WITH 2XI STUDS SPACED@16.O.C. LOCATED WITHIN 3'OF THE TRIMMER JOST BEARING WHEN THE HEADER JOIST SPAN EXCEEDS 4',ME MONO SPACING GREATER THAN 2d"O.C.INTERIOR NON BEARING WALLS SHALL BE B)ALLEXTERNMWALLB SHALL BE SUPPORTED ON CONCRETE FOOTINGS,FOOTINGS SHALL BE SUPPORTED W THETRIMMERJOIBTSANG THE HEADER JOIST SHALL BE DOUBLED AND OF SUFFICIENT CROSS SECTION FIREELOCKEDINACCORIANCEWITHSECTM601.8, UNDISTURBED NATURAL SOkS OR ENGINEERED FILL TO SUPPORT ME FLOOR JOISTS FRAMING INTO ME HEADER,APPROVED HANGERS SHALL BE USED FOR MERE FIR JOIST TO TRIMMER JOIST CONNECTIONS WHEN THE HEADER MIST SPAN EXCEEDS B.TALL II PNYSNONAN EXTERGL WALL OR BEARING PARTITION MAY BE CUT OR NOTCHEDTOA ,L ALLEXTERIH FOOTINGS&FOUNDATIONS SYSTEMS SHALL EXTEND BELOW THE FROST LINE EYE).ALL INTERIOR JOISTS GAES 12'LONG SHALL BE SUPPORTED AT THE HEADER BY FRAMING ANCHORS OR ON LEDGER FOOTINGS SHALL BE PLACED AT LEAST 12'BELOW THE UNOISTURMD GROUND. STRIPS NOT LESS MAN 2X2'. DEPTH NOT EXCEEDING 25%OF ITS WIDTH.STUDS IN HUNBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40%OF ASINGLE STUD MOTH.ANY STUD MAY SE BONED OR DRILLED,PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NIO GREATER L) CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED N ACCORDANCE MR ACI 318 OR ACI 53NASCE 5710S 402 k)MEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOWCEILING THAN 40%OF THE STUD WIDTH,THE EDGE OF THE HOLE IS NO CLOSER THAN W'TO THE ASSEMBLY.DRAFT STOPS SHALL BE INSTALLED$O THAT THE AREA OF THE CONCEALED SPACE ODES EWE OF THE STUD,PAID THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTEXCEE01,0005F.ORAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY MTN. 0.)THE WOOD SOLE PLATE AT EXTERCRWALLS ON MONOLITHIC SUBS AND WOW BILL PLATE SHALL BE ANCHORED TOME EQUAL MAR .WHEREIHEASBEMBLYISOMOSEDBYAFLOORMEMBRANE ABOVEANCEILING FOUNDATION WITH ANCHOR BOLTS SPACEDA MAXIMUM OF SO.G.ANCHOROODS5H4LALSOBELOCATEDAMUNIY MEMBRANE BELOW,ORAFFSTOPPING SHALL PROVIDED IN FLOORMEILING ASSEMBLIES UNDER ME )) WHEN PIPNG OR DUCTWORK IS PLACED IN OR PARRY IN AN EXTERIOR WALL OR INTERIM FROM THE ENDS OF UCH PLATE SECTION.BOLTS SHALL BE AT LEAST 10 WL AND SHALL EXTEND A MINIMUM OF]'INTO FOLLOWING CIRCUMSTANCES. LOAD BEARING WALL,NECESSITATING CUTTING,GRILLING,OR NOTCHING OF THE TOP PLATE CONCRETE. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING BY MORE THAN 50%OF ITS WIDTH,AGALVANIZED METAL TIE OF NOT LESS THAN.054'THICK FLOOR FRAMING IS CONSTRUCTED OF TRUSSTYPE OPEN WEB W PERFORATED MEMBERS. (160A)AND 15'WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE A.)CONCRETE FOUNDATION WALLS SHALL EXTEND ABOVE FINISHED GRADE ADJACENT TO THE FOUNDATION ATM POINTS A OPENING WITH NOT LESS THAN EIGHT 1W NALSAT EACH SIDE OR EQUIVALENT.THIS MINIMUM OF 4'WHERE MASONRY VENEER 2 USED AMID MINIMUM OF W ELSEWHERE REQUIREMENT DOES NOTAPPLY MIEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR 1.) FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME FLOM CONSTRUCTION AND FLOORICIEUNG CUT IS COVERED BY WOW STRUCTURAL PANEL SHEATHING. ASSEMBLIES IN ACCORDANCE MTH SECTION R6SIA OF THE NYS RESIDENTIAL CODE. _ L) BACKRULSHAL NOT BE PLACED AGAINST THE WALL UNTIL ME WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR MOVE.OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY ME BACKFKL kJ FOR HEADER SPANS,SEE TABLES R5025fU AND R502.5(2) RI.1 WOW STRUCTURAL PANEL SHEATHING USED TURED INANADA,STRUCTURAL PURPOSES37ORC SHALL CONFORM TO DOC E OOCPS2,DR A GRACE MARKOFERTIF"T O INSPECTION ISUEDBALLPANELS I.I LOAOBEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NONREARING COALS. j.) WOW BILL RATES SHALL BEP MINIMUM OO2"IM'NOMINAL LUMBER. SHALL BE IOENTIFIEDBYAGRADE MARK OF CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. m) FIREBLOCKING SOUL BE PROVIDED TO CUT OFF ALL DRAFT OPENINGS)BOTH VERTICAL AND IN.)GRAIN$E-L BE PROVIDE AROUND ALL CONCRETE FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR HORIZONTAL)ANO TO FORM AN EFFECTIVE FIRE SARRER BETWEEN STORIES,AND MTWEENA USABLE SPACES LOCATED BELOW GRADE.DRAINAGE TILES,GRAVEL OR CRUSHED STONE DRAINS,OR PERFORATED PIPE TOP STORY AND ME ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD FRAME SNAL GE NSTALED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY.GRAVEL OR A.)WHERE USED M SURROORING OR COMBINATION SUBROOR UNOERLAYMENT,WOOD STRUCTURAL CONSTRUCTION IN THE FOLLOWING LOCATIONS. CPUSWDSTONEDRAINSBHALLEXTENDATLEASTI'BEYOWTHEOUTSIOEMGEOFIHEFWTINGMDB'MOWTHE PANELS SHALL BE OF ONE OF THE GRADES SPECIFIED IN TABLE R503.21(1).WHEN SANDED O SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES CONCEALED AT TOP OF THE FOOTING AND M COVERED VON AN APPROVED FILTER MEMBRANE MATERIAL. PLYWOOD IS USED AS COMBINATION SHROER UNDERLAYMENT,THE GRADE STALL BE AS THE CEILING-IN CONCEALENOFLOOR LEVELS. SPECIFIED IN TABLE RSOJ.2.1.1(2).USE SAME TABLES TO DETERMINE THE MAXIMUM ALLOWABLE ME AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SPAN' SUCH AS OCCUR AT SOFFITS.DROP CEILINGS,AND COVE CEIUNGS 1.) FWNDATIONWALS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL -INCOWEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. BEDAMPPR"ED FROM ME TOP OF THE FOOTING TO THE FINISHED GRADE.ELECTROMETRIC WATERPROOFING SHALL GR 4)ypOp STRUCTURAL PANELS USED ASSUDFLOOROR COMBINATION GUBFLOOR IINDEMAYMENi -AT OPENINGS AROUND VENTS,PIPES,AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST BE APPLIED TO ALL CONCRETE WAILS BELOW MADE. SL411 BE ATTACHED TO WOW FRAMING IN ACCORDANCE WITH TABLE Rfi023(1). ME FREE PASSAGE Of FLAME AND PRODUCTS OF COMBUSTION 2.)FLOORS aJ THE AMOUNT AND LOCATION OF WALL BRACING(BRACED WALL LINES)SHALL SE THE GREATER A)FLOOR CONSTRUCTION SMALL M CAPABLE OF ACWMMOOATING ALL LOWS AND OF TRANSMITTING ME RESULTING LOADS TO PI CONCRETE SUBAN-GROUND FLOORS SHALL K A MINIMUM OF 3.5-TRICK.THE SPECIFIED THAT W REQUIRED BY ME SEISMIC DESIGN CATEGORY OR ME DESIGN AND SEEM BRACED THE SUPPORTING STRUCTURAL ELEMENTS. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,OX PSI-TYPICAL WALL PANELS SHALL BEGIN NO MORE THAN 12F FROM EACH ENO OF A BRACED WALL LINE. BRACED WALL PANELS THATARE COUNTEDAS PART OF ABRACED WALL LINE SHALL BE IN LINAL b. LOAD BEARING DIMENSIONLUMBERFORJOISTS,BEAMS.ANDGIRDERSSHAIBEIDENRFIEOBYAGRADE MARKOF LUMBER q.)THE AREAMMIN FOUNDATION WALLS SHALL HAVE ALLVEGETATMON,TOP COIL AND FOREIGN THE ETOTAL EXCEPT OFFSETSETDIMNSION OUT OF PLANE OF UP BRACE WALLLL BE PERMUTED MOREPROVI THANED 8', GRADINGSHALL BE ION AMIIMUMUTHAT HAS GRADE LUMBER VED By SUSHLOANALCRYK A MI BOON THATY GRACEBWIMDOC NO4 MATERIAL REMOVED. THE IOTA OUTiOWi OFFSET DIMENSION IN ANY BRACED WALL LINE IS NOT MORE THAN 8'. BLOCKING SHALL BE A MINIMUM UTILITY GRADE LUMBER.DESIGN PROVISIONS MAYS FOR PREFABRICATED UTILITY GRADE LUMBER OR N0.1 OOMMONHED AND DMONITRED IN STRUCTURAL WITHAND ASTM GG5PROVISIONS FOR PREFABRICATEDWWDIJOISTS SHALL BE r.J F,'LLMACT D TBHALLBEFREF VEGETATION EOREIGNMATERIA.MERELSHPIIBE ESTABLISHED ANO MONITORED IN ACCORDANCE WITHABTA05055. A DESIGTEROF PSIONL,THE RM SUPPORTMLNOT EXCEED EXCEPT WHEREAPPROVED BY of WOW STRUCTURAL BRA PANELS MKO CONFORM TO DOCPPECIJWPS2.ALL PANELS SHALL E ANAVEL ND8'FORE ART THE FILL DEPTHSSHAlI NOT EXCEED 24'FOR CLFAN SAND OR BE IDENTFEO BYAGRPOE MAPo40R CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED GRAVEL AND 8'FOREARM. AGENCY. e)FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS Of CHAPTER 5 OF THE IRC,M.THE R) THE MAXIMUM ALOWASE SPAN FOR WOOD STRUCTURAL PANEL WALL SHEATHING SHALL NOT CONES FIGURE R502.2 OR IN ACCORDANCE MR AFWANOB. EXCEED ME VALUES SET FORM N TABLE RF-023(3). s.)CRUSHE BASE COURSE FURNACE SLACPASSING 2*SEM G SEAL BEFLAEDONN%GRAVEL.REPEDSTONE OR CRUSHED BUST-FURNACE SLAG PASGINGA2'SIEVE SMALL BE RACED ON THE PREPARED qJ WOOD STRUCTURAL PANEL WALL SIEATHING SHALL BE ATTACHED TO FRAMING IN OJ SPANS FOR FLOOR JOISTS SHALL BE IN ACCORDANCE WITH WM TABLES RN2.3.1(1)AND RWI 1(2). SUBGRADE WHEN THE SLAS IB BELOW GRADE, ACCORDANCE WM TABLE R8023(1) TABLE R5023.1)1)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT rJ ALCONCRETE FOR WALLS SHALL KIN ACCORDANCE WITH THE REQUIREMENTS OF ME SLEEPING AREAS AND ATTICS THAT ARE ACCESSED BY MEANS OF A FIXED STAIRWAY PROVIDED THAT THE DESIGN LIVE LOAD I.) AN APPROVED VAPOR RETARDER WITH MKS LAPPED NOT LESS THAN F'SHALL BE RACED AMERICAN CONCRETE INDUSTRY 306 Da DO AND DEVELOP A MINIMUM COMPRESSIVE DOESNOTEXCEEO33PSFAND THE DESIGN DEAD LOAD DOES NOT EXCEED LOME.THE ALLOWABLE SPAN OF CEILING JOISTS BETWEEN ME CONCRETE FLOOR SUB AND ME BASE COURSE OR ME PREPARED SUBGRADE STRENGTHOf 3,OXPSI WITHIN H DAYS.MINIMUM CEMENT FACTOR SHALL BE 6.75 BAGS OF MAT SUPPORT ATTICBUTILIZED FOR LIMITED STORAGE OR NO STORAGE SHALL BE DETERMINED IN ACCORDANCE WITH WHENEWEASE000RSEEXISTS,THISOOESNOTAPPLYTOORVEWAYS,WALKS,PA WARD CEMENT PER CUBIC YARD OF CONCRETE.MAXIMUM SLUMP SHALL BE 5". SECTION R6024 OF THE IRI MI, OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LITER DATE TABLE ISM 3.1(2)SHALL BE UTILIZED TO DETERMINE THE MAXIMUM ALLOWABLE SPAN OF FLOOR JOISTS THAT SUPPORT ALL ARIAS OF THE BUILGNG,OTHER THAN SLEEPING AND ATTICS,PROVIDED THAT THE DESIGN LIVE LOAD DOES NOT EXCEED 40PSF AND THE DESIGN DEAD LOAD DOES NOT EXCEED iDPSF. ARCHITECT. I _1 I I 0 pUWMGmIP. REN51W5 SX: SPED AFjO, 61TE:IkFN15 M'NE:NISI Q NOTES ND DIB�BDN BAR b HAk DRAWR BY:G VARNAIAMIS ARCHITECTUREBENCINEERING,PC J ) Q` MONO417 . DEMOLITION AND RECONSTRUCTION OF HOUSE NEW YOft FIFTH NY IDIOMAVEBMFL 240 KNOLL CIRCLE A005,00 NEW T�A(212)245.0010 0.V P� AR IM.� EAST MARION,NY 11939 �GF LOBAR 06,y� a� EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN WIND LOADS LOADS SPECIFIED IN TABLE RIIH 3(2) 5,) ROOF-CEILING CONSTRUCTION ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R3012(3) ROOF AND CEILING CONSTRUCTION SHALL M CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED ACCORDING TO SECTION RMH ATFRENCH OOOAS,DESIGN PRESSURE=35PM.REQUIRED 17PM A IMSF(WORST CASE) AND OF TRANSMITTINGTHE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. AT 4165 DOUBLE HUNG,DESIGN PRESSURE=15PSF135PSFH WITH WIND BRACE CLIP,REQOIHED H`.WSF 6 I8.7PM(WORST CASE) SUPPLIERTO PROVIDE DATA SHOMNGCOMPUANCE WITH APPROPRIATE TABLES. b.) LOAD RENTING DIMENSION LUMBER FORRAFTERS,TRUSSES,AND CEILING JOISTS SHALL BE IDENTIFIED VA GRADE MARK OF I.) WINDOWS AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE FRAME.OR BY FflMAE CLIP,OR THROUGH THE FLANGE. RE LUMBER GRATING OR INSPECTION AGENCY THATHAS BEEN APPROMEO BY AN ACCREDITATION BODY THATCOMPHES WITH DOC ANCHORS SWILL BE EMBEDDED INTO THE FRAME CONSTRUCTION. u.) AT MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOWS AND GLASS DOOR ASSEMBLIES,MULLIGMSSHAI.LBEDES(GNEDTO ul ROOFLELINGS SHALL M DESIGNED AND CONSTRUCTED INACCCROMCE WNH THE PROVISIONS OF THE NYS RESIDENTIAL CODE TRANSFER THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TO BE SUPPORTED WITHOUT (CH,8)OR IN ACCORDANCE WITH MEMOS MOS AND ASCE 7,COMPONENTS OF RWF4)LM'GS SHALL BE FASTENED IN DEFT.CTINGMORETHANI/l7EWHEREL=MESPAN OFTHE MULLION IN INCHES.MULLIONS SHALL BE CAPABLE OF RESISTING A LOAD ACCORDANCE WITH TABLE R602S(1). OF IS TILES THE DESIGN PRESSURE LOADS APPLIED BY THE WINDOW AND DOOR ASSEMBLIES TOM SUPPORTED WRRiOUT EXCEEDING THE APPROPRIATE MATERIAL STRESS LEVELS 6.) RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATERS A TIE.RIDGE BOARD SHALL BE AT LEAST 1'NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT ENO OF THE RAFTER,AT ALL VALLEYS AND HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2'NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE 4.) WALL COVERINGS RAFTER HI PAW VALLEY RAFTERS SHALL BE SUPPORTED ATTHE RIDGE BY A BRACE TOA BEARING PARTITION OR BE DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT, aJ INTERIOR OFTEEBMIO MATERIALS SHALL CONFORM TO THE FLAME SPREAD AND SMOKE DENSITY REWIRETENiS Of SECTION fl319(A18 OF'OESIGN COMPLIANCE,.') GYPSUM BOARD e.l CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE WITH TABLES R602.3(1)AND R602.5.119).AND THE ASSEMBLY SHALL BE NALED TO THE TOP WALL PLATE IN ACCORDANCE WITH TABLE R602.30).CEILING MISTS SHALL BE a)ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C W,C 79,C 475,C 514,C 630,C 01.C 960,C CONTINUOUSLY OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO 1002,CIN7,CI1T2,CIIM,C1279,MDC1395AN MkLBEINBTALLEDINACCOR CEWRHTHEPROVISIONSOFTHIS PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN SUCH JOSTSARE PARALLELTO THE RAFTERS. SECTION.ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTMC 07. WHEN CEILING JOISTS ARE NOT PARALLEL TO RAFTERS,SUBFLOORING OR METAL STRAPS ATTACHED TO THE ENDS OF THE RAFTERS SHALL BE INSTALLED IN A MANNER TO PROWDE A CONIINUWSPE ACROSS THE BUILDING NE CONNECTIONS SHALL BE IN ACCORDANCE WITH TABLE 6023(1). b)WOOD FRAMING SUPPORTING GYPSUM REMO SHALL NOT BE LESS THAN T NOWNAL THICKNESS IN THE LEAST DIMENSION IF RAFTER TIES ME USED,THEY SHALL BE SPACED NOT MORE MAN 40C. EXCEPT THAT WOOD FURRING STRIPS NOT LEW MAN I OWN&DIM ENS ION MAY BE USED OVER SOLID BACKING OR FRAMING SPACED NOT MORE THAN 24'O.C. IT ENDS OF CEILING JOISTS SHALL BE LAPPED A MINIMUM OF 3'OR EDOV MARINGPMTITIONSORBEAMSMDTOENMLED TO THE BEARING MEMBER.WHEN CEILING JOISTS ME USED TO PROVIDE RESISTANCE TO RAFTER THRUST,LAPPED JOISTS SHALL cl MAXIMUM SPACING OF SUPPORTS AND THE SALE AND SPACING OF FASTENERS USED TO ATTACH GYPSUM BOARD SHALL RENAILED TOGETHER IN ACCORDANCE WITH TABLE R602,SIT AND BUTTED MISTS SHALL BE TIED TOGETHER INA MANNER TO COMPLYWITHTABLE R702.3.5.GYFSUMBOMDSMLLBEAPPLIEDATRIGHTMGLESMPARPLLELTOFRAMINGMEMBERS.ALL RESISTSUCHTHRUST. EDGES MD ENDS SHALL OCCUR ON THE FRAMING MEMBERS,EXCEPT THOSE EDGES AND ENDS THAT AM PERPENDICULAR TO THE FRAMING MEMBERRS.INTERIOR GYPSUM BOARDSHALL NOT BE INSTALLED WHERE IT IS EXPOSED TO NE WEATHER 9J ALL CEILING JOIST SPANS MUST BE IN ACCORDANCE WIN TABLES R802A(1)AND RIK1AD), 6)SCREWSFORALEACHING GYPSUM BOARDTOWOW FRAMING SHALLBE IYPEW OR TYPE SINACCOOMCEWITHASTMC 1002 SPANS FOR RAFTERS SHALL BE IN ACCORDANCE WITH TABLES R8025H)THROUGH RM2.5.1(8).THE SPAN OF EACH RAFTER SHALL AND SHALL PENETRATE NE WOW NOT LESS MAN W. SE MEASURED MOW THE HORIZONTAL PROJECTION OF THE RAFTER. CERAMIC TILE NJ RAFTERS MD CEILING JOISTS HAVING A DEPMHTOTHICKNESS RATIO EXCEEDING 5 TO I BARED ON NOMINAL DIMENSIONS SHALL a.)CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI AIDLI,AIN 4,AIMS,A106.6,A106.11.AT I&1,AIMI, BE PROVIDED NTH LATERAL SUPPORT AT PORTSOF REARING TO PREVENT ROTATION,RAFTERS AND CEILING MISTS HAVE ANDA137A DEPPHI HOTNESS RATIO EXCEEDING 6 TO1WED ON NOMINAL DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLI) b.)GYPS UMBOAROUTILIZEDMNEBASEORBACKERBOARDFORADHESIVEAPRJCARONOFCERAMICRLEORONER BLOCKING,DIAGONAL BRIDGING OR ACONINUOUS 1'X3'WOOD STRIP NALEDACROSS THE RAFTERS TO CELING JOMTAT NON ABSORBENT FINISH MATERIAL SHALL CONFORM WITH AGIN C 630 OR C 1178.WATER-RESISTANT GYPSUM BACKING BOARD INTERVALS NOT EXCEEDING°'. SHALL BE PERMITTED TO USED ON CEILING WHERE FRAMING SPACING DOES NOT EXCEED 12'O.C.FOR 112'TRICK OR IT FOR 5AE NICK GYPSUM BOARD L) SPMSFOR HAFTERSSHALLMINACCORDANCE'MNTMLESRM2.5.1(1)THROWHRB02.5.1(S).NESPMNF CHRAFTERSHAJL EXTERNAL COVERING BE MEASURED ALONG THE WI PROJECTION OF THE RANTER EXTERIOR WALLS SHALL PROVIDE NE BULONG NTH A WEANERAESISTANT EXTERIOR WALL ENVELOPE.THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FIASHING.THE EXTERIOR WALL ENVELOPE SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO dI THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 117 OF BEARING ON WOOD, PREVENT THE ACCONIKATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER. N.) NOTCH ES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL EXCEM II°OF THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN 113 OF THE DEPTH OF THE MEMBERMD SHALL NOT BE LOCATED IN THE MIDDLE 1D OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL"GEM 114 THE DEPTH OF THE MEMBER THE TENSION SIDE OF MEMBERS 4'OR GREATER IN NOMNAL WOOD HORIZONTAL SIDING THICKNESS SHALL NOT BE NOTCHED EXCEPT ATTHE ENDS OF THE MEMBERS.THE OPMETEROF THE HOLES BORED ORCUT INTO HM90NTAL SIDING END JOINTS ME CUT AT A 45 DEGREE ANGLE$O THAT JOLTS ARE NOT EXPOSED TO WEATHER MEMBERS SHALL NOT EXCEED CAL NE DEPTH OF THE MEMBER HOLES SHALL NOT BE CLOSER TAW 2'TO NE TOP OR BOTTOM OF THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER WHERE NE MEMBER IS ALSO NOTCHED,THE HOLE SHALL NOT SE b)EACH BOARD SHALL&HELD IN PLACE BY HOT DIPPED ZINCCOATED,STAINLESS STEEL,OR ALUMINUM NAILS.NE FASTENERS CLOSER THAN 2 TO NE NOTCH, SHALL BE LONG ENOUGH TO PENETRATE NE SHEATHING BY MINIMUM OF Ur AND SHALL NOT BE OVERDRIVEN. I.) OPENINGSINROOFMDMUNGFRMAINGSHALLBEFRAMEDWMHHEADERANONIMMERJOSTS.WHENMEHEAOERMSTSPAN FLASHING DOES WTEXCEM 4',THE HEACER JOIST MAY WASINGLE MEMBER THE SALE SITE M THE CELING JOIST M PAFTER a)APPROVED CORROSION-RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.THE BASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TU PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE,APPROVED CORROSION RESISTANT FLASHING SHALL BE 6.) GENERAL MECHANICAL AND PLUMBINGSYSTEMS INSTALLEDATALLOFNE FOLLOWING LOCATIONS: a.) ALLMECHANICALMD PLUMBING SYSTEMS AND RELATED APPLIANCES SHALL BE INSTALLEDAS PERTHE MG RESIDENTIAL -AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEANPROOE,EXCEPT THAT WOEOFNEWYORKSTATE. SELF-FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 118'OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OFTHE OPENING,INCLUDING CORNERS,MOT REQUIRE ADDITIONAL PUSHING,AND JAMB FLASHING MAY ALSO BE OMITTED, b) ALL PLUMBING,DUCTS AND MECHANICAL EQUIPMENT OF ANY TYPE SHALL RE CONCEALED IN WALL OR CEILING AT THE INTERSECTION OF CHIMNEYS OR OVER MASONRY CONSTRUCTION NTH FRAME WALLS CONSTRUCTION UNLESS NOTED OTHERWISE ON THE DRAWINGS. -UNDER MD AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. -CONTINWUBLY ABOVE ALL PROTECTING WOW TRIM. WHERE EXTERIOR PORCHES.DECKS,OR STAIRS ATTACH TOA WALLOR FLOORASSEMBLYOF WOWFRALAE CONSTRUCTION AT WALL MD ROOF INTERSECTNINS AT EUII GUTTERS ARCHITECT: Ciardullo GROING TITLE: NOTES RPM SELL: DALE Iam SCNE:xis CFpEA AqC ARCNITEGNRE 66xGINFFRIXG,PD MO.DSCWIMX BRAE a�b j0 HY,kh' DAANN BY:G.VPADMUMS A C� MMNO DEMOLITION AND RECONSTRUCTION OF HOUSE417 n NEW RAVE.RTHFL WORK, I603fi. 240KNOLLCIRCLE R A006.00 NEW 01 T'(21�)245A010 9 4a1BLs � - N°Iie wm EAST MARION,NY 11939 AFOR�yo/ ZONING INFORMATION KNOLL CIRCLE _ Tam OF SOUTNOLD ZONE R-40 BA1Me DRIVE LOT AREA=9.9.SQLWRE FELT o-- LOT C-2,424 S OR 24%OF SIIE �a IXITING FIRST RCOR-1.726 SF 1 �ARFA OF E 6TAVG xWSE IXbDNG SECOND iLOIX!-I,OB4 Y I IXarx4c ror,N-z.TSD Y(EzrsnNc Nnx-coxFInlRxc) NaA Or E s Pw o+mLl. IXtMYlAT O REMAUV / PROPOSED Y -1,226 Y I �! Cf CMRiWO nOCO OECR TO —�CiR� PROPOSED TOX TIL-2.951 2,961 SF ®I C s�4 Q a CONCRETE sw TO 9E KNOLL! q;.\ lnNO w>sor6srnres GKNOINERS —PaoP�Hv uxe '>�\ cwR INc. \ �Irccw6ss ' \ \ LOT J3 LOTN * !e 1 osyF a 416 � \ / \ ADJACENT PROPERTY' ADJACENT PROPERTY k la _° NIS'a�Tl'sC 6y.t5gloS G pOND r. 1 uw4mN Pi. eeii4; SPRtN REs ® SPRING D SITE SURVEY ouixan �.- N'w.caxn xex.onc r.e.xae i!o:.ve�'-xo o.csEPr,,o mz4 n ae n emua ••""•u �... .0.a m uu I -- �rmvx[o�sxoxnxeux � � r I � —— --- PON SKY PLANE OIAGRAM:EAST TO WEST SECTION NTS �1 SITE PLAN �J axe•i o 4x` 4� i I I SKY PLANE DIAGRAM:SOUTH TO NORTH SECTION NTS A DLa C i a rd u I I o RE461M5 SE& cEPED qRC LATE LI9M SME ASSM SITE PLAN AND ZONING W. N BATE �° o/$PH ybS' ' WAN"OygTMy k,g ARCHITECTUREAENGINEERING.PC WHO 411 FIFTH AVE.6TN FL. DEMOLITION AND RECONSTRUCTION OF HOUSE NEWVORR,NYIW36 240 KNOLL CIRCLE H,2)245 A030 OO T 2Imn EAST MARION,NY 11939 ' UNllo.can KNOLL CI I 1 I GOf1FA5�• VOWERORA SNOWER DRAIO VDIA.PED TO \ B'DIAMETERENHOW TN6ER DRYWELt WALL TOREYW •• EXISTINGMN \ `iw ENIXpTO .-REMUNWm1 eFwTaau ' b C"U NPoSI m ', CAOMG ARE I � I ADJACENT PROPERTY i- SHOWER TO NEI,M L RooRINGAVD i( a ADJACENT PROPERTY Ft \ II B�oo�N I .E..._ . }-• PROPOSED OOWAER \ III EGSTWOPVWTERTORELWN A ' L i ENSPIY u oRwAu TORENAW 8• -`y Td Rom 6--11g SPNO B` Y EXISTWG TWAER%Wk1TO STEPS To \ TWGTIMB RENAW �_-_-- WA,TOR g N k • b \ r PROPOSED I Y NONJURFBUFFER (VEGETATIVEOR NON VEGETATIVE) f---------- -U�' SPRING POND (UNEOEEXISTINGGRAVEI ! WOOD BULKHEAD BUFFER ZONE Ciardullo - oRN,NG,rE- GFP - WTEYIWNSE�-r� ENLARGED SITE PLAN <FP`°qq� W.OESRRIIGM y�ih BWWI V.GVMiWLLNA15 ARCHITECTURE&ENGINEE RING,PC C,, mHo X„NFTH ANE,BTN FL. DEMOLITION AND RECONSTRUCTION OF HOUSE 5 NEW D DD, YDRN,NY 1 TZ,[�P,S 003fi 240 KNOLL CIRCLE A031.00 . EAST MARION,NY 11939 N001 �F NENJ REMDVALKEYNOTES 4 I EXISTING u PR COCKS.ETC 1'. FULLY II I I OR PARTIALLY IBEMOVEO,TYP. EXISTING TO BE REMOVED f I I 11 I I [2j KIEXISTING NRGHEN FlXTlIRES, I I it I II 1 1 CABINETRY,COUNTERTOPS,ETC,TORE REMOVED ALL I I II I II I I GI. EXREMWPLNONG ❑CABINETRY,ETC.TO B�FMOVED, 1. EXISTNG SLAB ON GRADE GRADE TO REMAIN. SLAB M BE EXTENDED AS FEDV FOR BEDROOM I I I II I II I I NEW WAILS OF GARAGE EN CLOSURE. ©EXISTING WINDOW TO BE REMOVED. I I y I II I I ALLNEWCOLUMNSTO BE SUPPORTED n E%ISTING FIREPLACE AND CHIMNEY TO I I I II I I BY NEW CONCRETE FOOTINGS AS NOTED ON DRAWINGS.S.O.G.TO BE PAR TALLY 111 BE REMOVED COV/N TO FIRST ROGER. II I II II REMOVEDIN LOCATIONS REDUI RING III[41 © �]REMOYEEXISPNGDOOR. I I 11 I 11 I I NEW FOOTINGB OR THICKENED SLAB. GARAGE I I II I I 2. CONTRACTOR TO PROTECT ADJACENT II I I AJEASOFHWSETO REMAIN. I I II II I I 3. EXISTING KITCHEN,FICLUDMIG CAB INETRY,COUNTERTOPS,SINK AND I I II II I 1 APPLIANCES,ETC.TOBEREMOVEDIN I I 11 II I I ITS ENTIRETY. I I 'I I I I I III PLUMBINGLNOTE S ♦II lU 1. REMOVAL OVAL O IN EXISTING PLUMBINGTO BE ACCORONCE WITH THE PLUMBING CODE I I I OF NEW VOPK,2020. ih I I III I I I\ I I iI I II I I /r III �1 II > OIII II I '` I \ ii i I 1� II / nll7 1 ✓✓✓/ � u BEDROOM ;f BEDROOM I u r ---ids==- t7 Anl -------��s�• I II LL--- - O f II �m • f �.\ I Ix.' Ce71 UI III `✓ IL_________-7,j © -- --- -------Ir--------- _ --- i 11 II nl© © I �NTR' KITCHEN n � u u i ------------------------------- II LIVING ROOM w I w m u m m� �N w Iu f m m m m .� SECOND FLOOR REMOVAL PLAN (��FIRST FLOOR REMOVAL PLAN ,.-.0 1 ,m.ra MCHREGi C i a rd u I I o DRAHSHUTE REMOVAL PLANS BMM sm. Sk0 ARO DAIE,fQS5 Ip.ME To DATE Ip�'� PNV m DRAWN BY.G.YMTIMANIS ARCHITECTURE S ENGINEERING,PC Y� j0 ��C� PNGND DEMOLITION AND RECONSTRUCTION OF HOUSE NEWY R NY IWTHI FL. + Y A061�00 NEw PORK,NY 1G03B 240 KNOLL CIRCLE rzlc�z4saolB 9 49YBB6 p'rJ • �'M-� EAST MARION,NY 11939 EXISTING RIDGE zam REMOVAL LEGEND EXISTING WALLS i0 REMAIN — EXISTING TO BE REMOVED EXTERIOR REMOVAL NOTES 1. AllW SNINGLESTHATAE REMOVED TO BE SAVED FOR AREAS REQUIRING PATCHING. Z XLWOO TRIM TO BE REMOVED AND REP-ACED jP 1 ALL ROOFING TOBEREPLICEDINRS ENTIRETY. IT Ir _ ___,I II 11 �1 1� II 11 �I 11 19 11 II II II 11 II 11 I 1 1 1 1 1 M N II AI II I� II II III III FIRST FL II �+ li it O /� Ix xIl ill xi L_�_'-_"_"_'_"_'�J LIL_'-_'__'_"_=_yJ SOU�w.TH ELEVATION REMOVALS 1 �a ;TINO RIDGE I I I I I I I I I I i 71 41 I� � 44I o I r YI III I, IM tl, II II III II �I tl, ,1 _ r U4 6L�mJ� 6L-m J� ILLS�J�I Ilk OEO-TEL �nl EAST ELEVATION REMOVALS �Ll rxc, v� iv �GNI,LG Ciardullo DPAAxGTInE REMOVAL ELEVATIONS DATE 1�pEIDggc ,�, No,DESCEfpx DATE -HY h OMYM BY:G.VARINUNAI ARCHITECTURE&ENGINEERING,PC INSG ND. DEMOLITION AND RECONSTRUCTION OF HOUSE p : K 5 ME EIETRAVE iMM 240 KNOLL CIRCLE A062.00 NEW IFTH ANY SIDS I T�11 dulb�[amI '�R' Q9T086 � EAST MARION,NY 11939 FIDF NE`N� —/�EXISTING RIDGE I Rrieovu lccEno _ I i IXLStWG WALLS TO REMAIN I ——— EIBSTNGTO BE REMOVED --- rl Ip I II la , EXTERIORREMOVAL SHINGAES �L— t— n"I VED OMSAVVEDFOES THAT ARe REMOVED i0 BE SAVED FORMERS REODIR PATCHING. 2, ALLWOO D TWM TOEREMOVEDMO REPLACED. �l 9Ef�MIDR _ __ __ __ _ _—— —__ ——_ J— — 3. RLL ROOFING TO BE REPIACEDNRS Y 7-0' ENTIREN. 1° 11 I�f==��l rl lu ul II rl ® la rl In I° rl III III PI 14 rl la L J I I I° rl III III III II pl Q II I I III III r U ( r ( L J I° °I III III 6L¢=J� L�aJ� I° 0 al III III — — FR6TFL LL __ JJ III III R'R ILL__JII WEST ELEVATION REMOVALS .. E%ISTINDRIDGE __ _ _ __ _ _ __ _ r__ —__, _ — r--------------------------------------L--- I I I III �II� �r I OI Irl, II u al C r IL_ Y B�' rl a pI rl 4 II II II rl II rl 10 �Lsa J� rl 11 [J �a r1 © III III Qq III I° °I ° 4 FI FIESTA. I NORTH ELEVATION REMOVALS ARDIITEDT, Clardullo w ' REMOVAL ELEVATIONS tFAE°ARC, °"A''� NO.OESpFfpr GRE �G 1O HY�Y pUWNSY:GVA9M. NAAaS ARWIR—RE 4 ENGINEERING,K C C� wNO. DEMOLITION AND RECONSTRUCTION OF HOUSE NE YORKNY1IFTH AVE, FL m° A063.00 NEW YORR,NY LOWS 240 KNOLL CIRCLE ,L. T:(2121245 WIC 9 W1RIb R"•X .=INroNN�.� EAST MARION,NY 11939 FOFNFN LA302 \72,j. 29`B_— • • I I GENERAL CONSTRUCTION NOTES 1. EXISTING STAB ON GRADE TO REMAN. I CONSTRUCTION LEGEND OFOR NEW TALLSOFOSEEX GARAGE IL NEW WALLS NEW WALLS GARAGE ENCLOSURE. _ ALL NEW ONCFECOLUMNS TOOTINGS SUPPORTED SNOT — EXISTINGWALISTOREYAW BY NEW CONCRETE FOOTINGS ASNOTEO tTA3D1 ENTRY +��+ (� EXISTNG WINDOW ON DRAWINGS.S.O.G.TO SE PARTIALLY FAMILY REMOVED IN LOCATIONS REQUIRING NEW WINDOW NEW FOOTINGS ORTHICKENEO SLAB. ROOM -- ---------- 2. CONIRACTORTOPROTECT ADJACENT WALL TYPES AREAS OF HOUSE TO REMAIN. 8. PATCHAND REPAIRAREASOFEASTING O2%4 WOOD STUD WITN HARDWOOD FLOOR AS REDD. 8M"GWB.EACH SIDE 4. ALL ROOMS TO BE PANTED.WALLS,ALL TRIMS AND CEILING.OPROVPAINT ECOLORS.4 GA GE 2Xd WOOD STUD WITH LONTRACTOR TO PROVIDE APPROX. O MGWB.EACH SIDE GARAGMP E FLOOR SLAB TO MPLES PAINTED EED 7 8. GARAGE FLOOR SLAB TO BE PAINTED ADO MOISTURE RESISTANT GWB CQNCRETE ADD NEWTILE®BATHRCOMFACE 6. BATHROOM FlXTURESATSELOND FLOOR TO BE REPLACED.NEW FIXTURES 2X6W'000 STUD WITH TO BE DETERMINED BY ONNER a WOWS INTERIOR 7. NEW FLOORINGANOWALLTILETOBE S DETERMINED BY OWNER. R-21 CAVITY INSULATION DETERMINED NEW STANDALONE ATTIC VENT FOR NEW EXTERIORSIDINGPERELEVATIONS DRIER I - • iQ 7$r8$ SATHR_OON NOTES Q z4r 1, ALLNEWFIXTURESINBATHROOMSTO -- I BENFW.TOBECHOSENANDAPPROVED 03 T-T B$ BY OWNE0.. j Q 7$r6'E'-PAR,P0CKET 2. ALLNEWFLOORANDWALLTILETOBE C���,. NEWANOCIgSENBYOWNER. LID/ _ 151 D. INS7ALLNEWj CEMENTBOARDOVO4 ry\�\ _•___ KITCHEN I(1CJ EXTERIOR DOOR SCHEDULE MIL POLYETHYLENE AT WET WAU- LAIIN D RYLOCAL NS = -------' 4, FLOCRTILEINNEW DATHROOMSTODE dJI-/ ROOM — I FRONTDOOR INSTALLED OVERIATICRETE LIQUID APPLIEDWATERPROOFAIG CEXT� MUD ROOM MEMBRANE,EXTEND MEMBRANE 6°UP _ w WALLSURFACESATALLSIDES. O I I I I LIVING ROOM/DINING ROOM I I I I 'II i I j I I I FIRST FLOOR P@AN / A APCNITEC7 C i a rd U l l o MRAM9ND TITLE RE`Wm SM: DATE:IS= rAE:1N'=TP FIRST FLOOR PLAN <FR`°ARC NO..DESU PTION DATE �bY O� N M,kT m m NY DVARTWV.WS ARCHITECTURE B ENGINEERING,PC ? (� MNO. DEMOLITION AND RECONSTRUCTION OF HOUSE 4f7FI ORK,N,BTHFI N y A101.00 N YORK,NY 10D6fi 240 KNOLL CIRCLE EW 2,aa a 10 EAST MARION,NY 11939 'rF 49iB b OF NEW ROOF LEGEND W'XI LAbt �2 _ OF NEW v�l r NEWAGPHALT ROOF SHINGLH NEW PLYWOOD SHEATHING • 5'O' -.. - -..._ 2e'-s'. ___ _ _mil V NEW ROOF.IOISi9 - T NEW WATERPROCfING MEMBAANE MMBMNEWASRNLT ROOF MEMBRANE ONLT I I J NEW A301� 11 A301 _ _ 31A3B1 DORMER ! I � BEDROOM � �I �°i BEDROOM 2 3 � I �t I I �� Iq im — I �1 �I 'I I -11 a, ;i D /, EXISTING j ROOF ON ij/ -- j�j -- --❑ - __--- -- I I R _ EXISTING - �j, ROOF i% I i BEDROOM 1 I NEW DORMERID Tmi ROOF PLAN VAm� SECOND F�OOR PLAN vA3Bs ,�E w.�a 0)—LE Ciardullo SECOND FLOOR AND ROOF PLAN JET tEREDggD DES°r� TILL OEBCAWiIQN WE (� /q HY �• CRAriN ff.C.VIRiNVN6 MCHRELNRE 6ENGRIEERING,PC ---- -- -� - Q'6 / �� L1, mNO A102.00 DEMOLITION AND RECONSTRUCTION OF HOUSE N 1 6 EW OHATE,JiNF L m °EWT««.NT,W 8 240 KNOLL CIRCLE T3,mb 1B EAST MARION,NY 11939 - - grFo tyo?j` PROPQ RIDGE - - - -- -- -- - - - - -- 24'-0' LA�Oz • TI P301 EMSTINGRIDGE SMINGNOTES ALL NEW SXXNG TO BE WME PI—BY JAMES H4RUIE WITH SMUUTHTE%i1ME FINWLCOLORTOBEDETEMMINEOBY mm WWDOIVNOTES II _ ALLNEW WINDOWTAGSREFERrO ANDERSEN400SERIESCASEMENTA I� III GLIDING SERIES MODEL NUMBERS. f'V\ 1 ~ �I GE!£RAl W00G TRIM!!OYES �J 1. ALL NEW TRIM rO BE R PMNTED CW135::: G65 --- CW135 Wood 1.1. VATWINOOM 11 B'AT VERTICAL SIDING g-0, — —I— tA. QATROOFEAVES FIRSTFLF—jLl � I I I- I' I av 65 - G65 - G65 G65 fSOUTH ELEVATION nNot UA1Q! vml PROPOSED RIDGE —— —— 2/'A' I I I _. 44 Ba ___-----G65G35_— 6. .1 j S N E�EVATION vAxt Ciardullo G� GmE ELEVATIONS AEMQG W,EIfl2 BCUE"`'"° FPEO AA Na OEECAPIIQ'1 GATE Ph 4 Cy ORAYMBY:GWAtItLLN/5 ARCHITECTURE I ENGINEERING,PC ��Ci 10 �T G� OWGNG. 4aT fIfIH AVE,arH FL. DEMOLITION AND RECONSTRUCTION OF HOUSE e NEW YORX,NY IM 240 KNOLL CIRCLE A201,00 T Iztzl z 45 W10 q tlaNUllo mm EAST MARION,NY 11939 �of Pa-6 ryF'N y PROPOSEDRIDGE - ze-e• vavz -- - SIDING NOTES • -NEW SIDINGTOO—DIEFIAWIBY - _ JNAES WME WITH SMOOTH TEXTURE l- - - FINISH.COLORTOBECfTER1,114H)BY OWNED. 9 - WINDOW NOTES 21A]01 ANDERS WINOOWRIES RSFERTO ANGINIGSE 008ERIE8 CWMEIES. - ` GLIDING SERIES MODEL NUMBERS. -- -- G44 - :.- G44 .:. GENERAL WOOD TRIM OTES 1� -ALL NEW TRIM MT TO BE H4PD-PAINTED WGp✓D� - - - _.-_ - _ _ -- __ g{r ? - - 1.1. 4'AT WINDOWS -- 1.2 IT AT VERTICAL AIDING 13. BAT ROOF EAVES r I i I G64 ---_ -- MT FL - NORTH ELEVATION um NAM �J ..rd vAm PROPOSEONIGGE-- 24'JI' ! - I I I I I I I E%ISTI RI_OGE - 2G-0" i j IT I I 77 I I I 4 I -- :::: : ---EL-1 SECOND FL - -- ---.— rI Exr I. — —III G32 G3 5 6. 11W WEST ELEVATION Uwe �. ,a ARWWCiardullo pU1RG RE WONSA (EAEnggC WE W= SGL W 1'"r ELEVATIONS W..DESLAEm D E PN� y DMW BY.BNAfiNNN6 ARCHITECTURE N ENGINEERING,PC QW �•` C' mw L./17FIFTHAVE,BTH DEMOLITION AND RECONSTRUCTION OF HOUSE F /L/10/1'00 PORN,NY 1oD]B 240 KNOLL CIRCLE T(2 y Q(z1�1 z4BaD1D HL L�.� EAST MARION,NY 11939 'A�°g10°6 yOej a EXISTING RIGGE , i I � I BEDROOM 3 BEDROOM 2 I I \I J FAMILY ENTRY GARAGE ROOM FIRSTFL SECTION FXIGTING RIDGE I SIP — — — -- BEDROOM 1 cores� GARAGE LAUNDRY LIVING ROOM ROOM ��SECTION �HTEG`' Ciardullo wAftm SECTIONS �06 °"�°°'0 vamwo �kpEogRC A0.OESCFIPIION WE Hy h pNVMRY.G.VPAIWLJIG FRCHITELNRE6ENGNEERUlG,PC RS'T m DEMOLITION AND RECONSTRUCTION OF HOUSE y � 41]FIFTH ON.NY B.FL. H s A301.00 NEVIVGRH,R I) 240 KNOLL CIRCLE Q, ' T(zrz)z+smro EAST MARION,NY 11939 FOF � .tlaNu9oxan 9P WrPM P� NE SECT �1 SECTION DETAIL PRDPDSED RIDGE _ EASTWGNDGE _ — — —— BEDROOM 2 BEDROOM 1 lil&ECDNO R ENTRY KITCHEN LIVING ROOM AL EWST11 VL' 1 SECTION,�.e CT Ciardullo wAmifu SECTIONS&DETAILS �gFFDAgc � ND.DES1�InN D11E V H q�H ORNOV:G.vpROOLM AItDHREDTURE6ENGINEEpING,PD ARCHITRW E&ENGI DEMOLITION AND RECONSTRUCTION Of HOUSE NEW YGRN,NY1W38 240 KNOLL CIRCLE A3o2.o0 T.12121 NSDDID _ _" eamwlo EAST MARION,NY 11939P�; �`oa n1Kw y° RCP LEGEND _ - ® NEW LED 4'ROUND RECESSED LIGHT FIXTURE ENTRY j 10 NEW EXTERIOR WALL SCONCE NEW CEILING MOUNTED PEDNANT LIGHT Y / I -07 NEWOUTLET I FAMILY $ NEW GFI OUTLET j dl � ROOM g NEWDEDICATEDOUTLET I BEDROOM j BEDROOM O' NEWSMOREDETECTOR/COOETECTOR ! 2 % 3 / GARAGE $ NEWUGHTSWITCH i _ ELECTRICAL NOTES. T GENEMI CONTRACTOR TO VERIFY THAT EXISTING SERVICE IS I/ I Q AOEWATE"PROPOSEDDESIGN.CONTRACTORSHALL INCLWEALLNECES&ANYW TOCONPIFTEEIECTRBCM INSTALUH)OK aALL --\ - •� 2. UTFINGCHES,WRETS.AND COVER BE TO DIN SXISTHG.CANGED 5WITCHE55HOUl0 RE COADIfF01NA I{ 1 SINGLEPUTE, I� B. LOCATION OF ALL ELECTRICAL DEVICES INDICATED MAY BE MODIFIED WTH OWNER AND ARCHITECTS APPROVAL(BASED ON \ I d a _ THE EXIS WI ELECTRICAL UVYWT)SLIGHT PROVIOE ALL NECESSARY - -\,-- -- - WIRRJG,SWITCHES,DEVICES,LIGHT FIXTUNES,ETC AS O - RFDUIRED. ___ / <. ALLOOREi5AT W1TL0GTNlN3(W1gIN 6P OFAPWMNNG '. - _ FIRTE ITOBEGR I ; -_.� _Q MUD/ C_ 5 WENMDPATCH WALLB SREDUIREO FOq WS UONO LAUNDRY \ C) ALL NEW DECTRICAL DEVICES AT EXISTING WAL KITCHEN B SEEPLANSFORN-UGHHNG,WTCHINGIOTHER ROOM ELECTRICALDEVICEs b oa BEDROOM 1 , I ----- I / I LIVING ROOM/DINING ROOM t o u I 1 I 1 I I I I I j I 01 FIRST FLOOR RCP .� SECOND FLOOR RCP Ciardullo qN REFLECTED CEILING PLANS RD9RII DATE iNNS ND. IN ANTE tEP�Hygcy DRAWN BY;GVARTHNNl9 ARCHITECTURE A ENGINEERING,PC - DEMOLITION AND RECONSTRUCTION OF HOUSE '4 DWGND en„T FIFTH AVE,ITHF 240 KNOLL CIRCLE A801.00 NEWYORXNYTWIB ,{.T212)2A50010 9 a116M N'.� EAST MARION,NY 11939 1�OF NIFY4 Jp I I �—NEW WOODPOST \ NEW WOODPOST AND COW.FTG AND CONC.FTG I GARAGE SLAB UNEXCAVATED ABOVE ❑AREA \�NEW WOOD POST AND CON.FTG EXISTING FOUNDATION WALLS TO REMAIN (TYP.) \--NEW WOOD POST AND conc.Frc EXIST.WOOD STAIR TO REMAIN NEW WOOD POST AND COW.FTG NEW WOOD POST AND COW.FTG EXISTING CMU wAIEXISTING TO RE Ls BASEMENT ---- EXIST SLAG ON GRADE UNEXCAVATED AREA EXISTING FOUNDATION--'`— WALL$TO REMAIN ('F.) .F FOUNDATION PLAN w �o NYNRECI: C i a rd U l l o owAWNGm E REWXES SEK SkAERAAC. mm:LS21]125 Stile FOUNDATION PLAN No.DESDWTM DE NV WAN W GVARFWAM ARCNI—REAENGINEERINGPC ��'�i pl w DEMOLITION AND RECONSTRUCTION OF HOUSE 00.00 417 FIFRI AVE,NiN FL. NEWroRX,wi m 240 KNOLL CIRCLE T(212)245-0CIO EAST MARION,NY 11939 9��0.9100D yO�� 45 10 OF NFN�yi PLAN LEGEND EXISTING WALL + EXISTING FOOTING EXISTING WOOD FRAMM b�0 b�0 NEW BEAM/HEADER Y `y DIRECTION OF DECK SPAN NEW JOIST b POST IIIJJJ (SECINSUP Ai THIS LEVEL) 4 POST ON (ENDS AT THIS LEVEL) EXIST.SU ON GRADE EXIST.SLAB ON GRADE NOTES: I. SAWN LUMBER HEADERS SIW1 BE GRADE NO.2 GRADE OR OMER b�o 2. FOR NEW 2X8 FLOOR JOIST TO BEAM CONNECTIONS,PROVIDE AND INSTALL SIMPSON LU%FACE MOM JOIST NEW WCOO POST HANGERS. MO CONC.FTG b � G 1 c 0 0 �g1 FIRST FL FRAMING PLAN ARC.nGT Ciardullo DRAWEDnm FIRST FL FRAMING PLAN SEAL AkpEDggO DATEIORtl15 SCNE IX=TaT NO,DESCRIPTION DAR 6 SD N DPAmr.G.VARTHAAMS ARCHITEClU0.E 6ENOINEERIXO,Pt MG.DEMOLITION AND RECONSTRUCTION OF HOUSE N�A VE MF L NEWYORKNY 240 KNOLL CIRCLE Tn,zaNmlD '�o yoQ S101.00 EAST MARION,NY 11939 PLAN LEGEND y EN6BlG WALL EXIST, EXIST. EXIST 91SBK FOOTING HEADER HEADER HEADER EXISTING W000 TRADING M ll'J NEW BEAM/HEADER DIRECTION OF DECK SPAN NEW WALLABOVE---- 2NDFLOOR NEW JOIST EXIST.WOOD J T®24'O.C.(lAF) EXIST.WOOD JOIST®24'O.O(VIF) POST UP n (BEGINS AT THIS LEVEL) v POST ON u (ENDS AT THIS LEVEL) NOTES: "qqq�I T 1. SAWN LUMBER HEADERS SHALL BE GRADE i NO.2 GRADE OR BETTER. P 2. FOR NEW 2X8 FLOOR JOIST TO BEAM Ei SISTER NEW 2,FLOOR FRAMING CONNECTIONS,PRONOE AND INSTALL SIMPSON LU26 FACE MOUNT JOST HANGERS. I I- 1 'EXIST. HEADER 1 --NEW WALL PJSO\ EXIST.WALLABOVE 2ND FLOOR 2NO FLOOR �4 t s t �uSx I 11i'VL l. ST LP TE 9 �9 LZIT I �_ xt 0 EXIST.WALL ABf 8 2N0 FLOOR 3 NEW WALL ABO\ 2NO FLOOR t I EXIST. EXIST. EXIST. EXIST EXIST. HEADER HEADER HEADER HEADER HEADER. 0 !ECOND FL FRAMING PLAN ACCNTfLT: C i a rd u I I o DRAVIINGTIRE. - -- REVlFON6 -- SEAL. MIE'IR'N2f ECMF:iN'=1'+T SECOND FL FRAMING PLAN D E tEPE°^�Cy DR01161 BVR NAWB ARCHRECTUREAENGMEERING,PC _ MID, DEMOLITION AND RECONSTRUCTION OF HOUSE Q L 417FlFM AVE,BIH FL • [ ^/O/A'oo N�NKaAK.N,+ 240 KNOLL CIRCLE v`'I LL w EAST MARION,NY 11939 WTTB66 y a r OF NE'A 0 PLAN LEGEND MM EXISNNG WALL s DUSTING FOONNG NEW WINDOW HEADER NEW WINDOW HEADER EXISTING WOOD FRAMING i ------- ---r"p --- -------- NEW BEAM/HEADER DIRECTION OF DECK SPAN JROOE PITCH ROOF PITCHY NEW RAFTERS 1 POST UP (BEGINS Ai IRIS LEVEL) I -� © POST DN I I I I (ENDS AT THIS LEVEL) I I I it I I II I I I I i I 0'' Q )ROOF PITCH ROO. FPITCH� � A I I II y II I I I� 11 a II D I I IW it 3 li � I I 11 II I rROOF PITCH ROOF PITCH . I awl I i6 I it L W FIE G I L W RID Eli NEWRAF ER L� I LLLLLLJJI�A��Z r I g I I ft� OOF PITCH RDOF PIT— NEW 3 L_ WINDOW HEADER _ WINDOW H ALDER_ __ WINDOW HEADER_J -- F L I _I..I y NEW WOOD411�TPA�E.ATj"O.0 II` jX45[I�F IT -- ------------------ ------_----__�-- _ -- J I (D ROOF FRAMING PLAN ARCHRECT. I �� I I O ORAWINGniIE LI RE195XWS SFIL ,AEpED qqO DATE'.Wm SOME W'-I'C ROOF FRAMING PLAN 0 DE aE D�11,L�h WN9Y GVMnWAN15 ARCHITECTURE B ENGINEERING,Pt Q� / �C' WND DEMOLITION AND RECONSTRUCTION OF HOUSE NEFIFTHAve,SiHFL 240 KNOLL CIRCLE x y S 1 Io3,00 NEW PORK,NY iDDYa ea bD EAST MARION,NY 11939 '+ko� °y��' PLUMBING NOTES: 1. ALL NEW PLUMBING FIXTURES,FITTING AND ACCESSORIES ARE TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR PER THE MANUFACTURER'S DETAILS AND SPECIFICATIONS. 2. PROVIDE INSULATION AT ALL EXPOSED HOT AND COLD SUPPLY PIPING AS REQUIRED. 3. PROVIDE NEW EMERGENCY SHUT-OFFICHECK VALVES AT ALL EXISTING AND NEW BRANCH SUPPLY LINES AS REQUIRED.PROVIDE FLUSH METAL ACCESS DOORS AS REQUIRED TO 4'VTR 4'VTR ACCESS VALVES.MAINTAIN ACCESS TO FLAI '0 EXISTING PLUMBING SHUTOFFS. RE..AS FLASH AS ALL WET AREAS TO RECEIVE 518` RE.. III EQ'D III ROOF 4. CEMENTITIOUS TILE BACKER BOARD.ALL DAMP AREAS TO RECEIVE 50 MOISTURE-RESISTANT BATHROOM 1�, l r—I 1�•� MASTER GYPSUM WALL BOARD. _ , i BATHROOM 5. LATICRETE LIQUID-APPLIED WATERPROOFING MEMBRANE TO BE INSTALLED WALL-TO-WALL AT ALL DAMP AND WET LOCATIONS(KITCHEN t I I1 I LAUNDRY ROOM i 1�' 1' I11j' 1}•_1 AND BATHROOM) D TO EXTEND UNDER ALL NEW SHOWER PANS,TUBS,AND APPLIANCES. NEW TLT 1�. MEMBRANE TO EXTEND 6"UP WALL SURFACES NEW SINK @ @NEW I I I NEW ttT@ I I NEWSINK AT ALL SIDES. NEW LCCATIO_N,J. NEW TUB® LOCATI I LIE@ LOCAT NEW TUBNE�6. 6. THEINSTALLATION AND ALTERATION OF ALL L_/- NEW LOCA I 3, NEW EXSTG LOCAT @ 5 .TI.N APPLIANCES,EQUIPMENT AND SYSTEMS DRAIN �_ L TIC 1' SECOND FL REGULATED BY THE NEW YORK CITY FUEL GAS E NEW YORK CITY PLUMBING CODE Y 3' I C 3' Y 3" Y AND TODE'HE NEW YORK CITY MECHANICAL CODE 3"WASTE LINE I 3'WASTE LINE SHALL COMPLY WITH THE PROVISIONS OF BC 28-101.4.3.1. KITCHEN OATH RM 1• \�• 7. NEW WASTE LINES TO SLOPE y'PER 1'-0'. T \ 8. REMOVAL OF EXISTING PLUMBING TO BE IN f I I I ACCORDANCE WITH CHAPTER 3 OF THE 2014 NYC PLUMBING CODE. +• 9. NEW PLUMBING IN KITCHEN AND BATHROOMS 1• NEW N (i (NEW SINK®NEW 1�' 1 1, LAUNDRY ROOM TO BE IN ACCORDANCE WITH CHAPTERS 3,4,6, (LOCATION NEWSINK@ NEW TUB® N ttT I I 37 OF THE 2014 NYC PLUMBING CODE. �RELOCA D) I EXSTG @EXSM (RELOCATED) EXSTG LOCATION 10, KITCHEN:ALL FIXTURE T REMOVED AND EXST�i LOCATION -LOCATION.( RELOCATED FIXTURE COUNT TO REMAIN THE NEW 4" EXTEWOR 7 NEW SAME,PLUMBING AND VENT LINES TO BE F.A.I. gWR W 3' FIRST FL EXTENDED TO NEW LOCATION. C 0 C 11. PRIMARY BATHROOM:ALL FIXTURES TO BE Y 3' 0 REMOVED AND RELOCATED.FIXTURE COUNT 3'WASTE LINE 3-WASTE LINE TO REMAIN THE SAME. 3"WASTE LINE 12. SECONDARY BATHROOM:ALL FIXTURES TO BE REMOVED AND REPLACED WITH NEW AT EXISTING FIXTURE LOCATIONS. CELLAR 13. LAUNDRY:WASHER MACHINE TO BE A NEW PLUMBING FIXTURE. CO CO 14. OVERALL PLUMBING FIXTURE COUNT INCREASED BY(1)ONE. TO SANITARY EXISTING SYSTEM HOUSETRAP .IL BING RISER ARDIW: Ciardullo DMWNGtIIIE PLUMBING RISER DIAGRAM sm tFpEDggC MT21"25 -- ME NTl W.M$74 R &lE H y UfU F,C VARM I5 ARCHITECTUREIE-EMPC �G �� �'T CT ww - 417 FIFTH AW.MR DEMOLITION AND RECONSTRUCTION OF HOUSE TT(212)�a`E 10 E 240 KNOLL CIRCLE y P100.00 EAST MARION,NY 11939 "�u wFW yob