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HomeMy WebLinkAbout50089-Z pE SOU �� Town of Southold * * P.O. Box 1179 r �0 53095 Main Rd Comm". Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45858 Date: 12/20/2024 THIS CERTIFIES that the building DECK Location of Property: 1500 Grand Ave Mattituck, NY 11952 Sec/Block/Lot: 107.-3-13 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 0,5/29/2019 Pursuant to which Building Permit No. 50089 and dated: 12/05/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to include a deck at an existing single family dwelling as applied for per ZBA decision #7368 dated 12/7/2023. The certificate is issued to: Roberta Alifano Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: i A o ' e Si ature I S�Ffet�.c TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50089 Date: 12/6/2023 Permission is hereby granted to: Alifano, Roberta 1500 Grand Ave Mattituck, NY 11952 To: make additions and alterations to an existing single family dwelling as applied for per ZBA approval. **Replaces BP#44861** i At premises located at: 1500 Grand Ave, Mattituck SCTM #473889 Sec/Block/Lot# 107.-3-13 Pursuant to application dated 5/29/2019 and approved by the Building Inspector. To expire on 6/5/2025. Fees: PERMIT RENEWAL $198.60 Total: $198.60 Building Inspector FFot,� TOWN OF SOUTHOLD BUILDING DEPARTMENT 501 a TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 44861 Date: 6/12/2020 Permission is hereby granted to: Alifano, Roberta 1500 Grand Ave Mattituck, NY 11952 To: make additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 1500 Grand Ave, Mattituck SCTM #473889 Sec/Block/Lot# 107.-3-13 Pursuant to application dated 3/4/2020 and approved by the Building Inspector. To expire on 1 211 2/2 0 2 1. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $347.20 CO-ADDITION TO DWELLING $50.00 Total: $397.20 1 Building Inspector U� V UF SOUlyolo # * TOWN OF SOUTHOLD BUILDING DEPT. �ycOU 631-765-1802 .INSPECTION [ ] FOUNDATION 1ST [XROH PLBG. FOUNDATION 2ND; [ ATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS_ : ��� ovl, o MIJ- V✓ � o � ,red a -aDv QQDq DATE 3 INSPECTOR l Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com November"26, 2024 Mr. Mike Verity Chief Building Inspector k Southold Town Building DepartmentNOV 2 6 } 53095 Route 25 2024 P.O. Box 1179 Southold, New York 11971 ��CY�r b 'k^c;�a?�zba3e�at Re: Permit#t-44t6l- 1500 Grand Ave Mattituck, NY 11952 Dear Mr. Verity: I visited and inspected the new deck along the rear side of the building. I found the deck framing and concrete sonotube footings and deck railings to be structurally adequate. and to be installed and in accordance with N.Y.State Building Code Standards. If you have any questions, please call me at 631-298-1986. Yours truly, NEB y �9 !( LS J \ FD 051684 A;P�FfSSION��'� I FIELD INSPECTION.REPORT DATE COMMENTS o , FOUNDATION(IST) DD -------------------------------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING ►�: t , 1 r� INSULATION PER N.Y. STATE ENERGY CODE Al M s - vie FINAL Pi✓fV11 1 ADDITIO AL IqOMMENTS , o a0 2 "� er�v✓�c�Q /4 8 G ✓ - - mwi - z ' x . d b4 . H , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �(,� Survey Southoldtownny.gov PERMIT NO. -1 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 12 26 Flood Permit Exam' ed 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: App edl © ras`cr"� "- _ Mail to: D approved a/c W"a I l-hV IF P16 Expiration Building Inspec a MAY 2 9 2019 APPLICATION FOR BUILDING PERMIT Date ' 20 -fONVN OF SOU�JL'&UL`.), INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans;accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises-and ip building°for necessary inspections. (Signature of a licant or name,if a corporation) MAR — 4 2020 (LAG a � �`j M railing ad4 dress of applicant) 0 CIO State whether applican is ow" r, less ee ag , arc ' ect, engineer, general contractor, electrician, plumber or builder Name of owner of premises !J /01w� (As on the tax roll or latest deed) If applicant is a corporation,.signature of duly authorized officer (Name and title of corporate.officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Logatio of la on�hic pr posed work will be done: - 1 House Number Street Hamlet County Tax Map No. 1000 Section Block Lot /� I + Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises an4 inten d use a d occ pancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost i ) Fee ` �7 `% (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 'P(�1�5 Rear I Zz 5 Depth �. Height Number of Stories Dimensions of same structure with alterations or additions: Front B`.r s'�'. a;"Rear;.s,., Depth Height Number of Stories n " + ' 8. Dimensions of entire new construction: Front Rear Depth..-- Height Number of Stories 9. Size of lot: Front a , Z.� ,�(�YS Rear (p 0 Depth 6 1 y rlt+ 4_ra 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_KWill excess fill be removed from premises? YES NO 14. Names of Owner of premises gpkegL l i i(nr 2 Address /500 Cj[4PWAfA-,1 Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO�/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �D/ being duly sworn de pose's and says that (s)he is the applicant (Name of individua signin contract) above named, CONNIE D.BUNCH ��i' Notary Public,State of New York 85050 (S)He is the No.01BU6 olkCn (Contractor,Agent, Corporate Officer, etc&mmission Expires April 14,2 of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. SwClorrl po before me this f Gl day of a4 20 19 Notary Public ature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 12, 2019 TO: Roberta Alifano 1500 Grand,Avenue Mattituck, NY 11952 Please take notice that your application dated May 29,2019 For permit to construct additions and alterations to a single family dwelling at Location of property: 1500 Grand Avenue,Mattituck County Tax Map No. 1000—Section 107 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,600 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that,on lots measuring less than 20,000 in total size, a minimum rear yard setback of 35 feet is required. The pr9posed construction notes a rear yard setback of+/- 15.2 feet ized Signature Cc:File,ZBA S FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 12, 2019 RENEWED &AMENDED: October 16, 2019 TO: Roberta Alifano 1500 Grand Avenue Mattituck,NY 11952 Please take notice that your application dated May 29,2019 For permit to construct additions and alterations to a single family dwelling at Location of property: 1500 Grand Avenue, Mattituck County Tax Map No. 1000—Section 107 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,600 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that,on lots measuring less than 20,000 in total size, a minimum rear yard setback of 35 feet and a single side yard setback of 10 feet is required. The proposed construction notes a rear yard setback of+/- 15.2 feet and side vard se -+/- 8 feet. - --------------------- - '----------- uthori '��S nature Cc:File, ZBA BOARD MEMBERS SO Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O l0 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes pQ Town Annex/First Floor,, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas:-Planamento, , - �CDU ,� Southold,NY 11971 http://southoldtownny.gov RECEIVED F E B 2 7 2020 ZONING BOARD OF APPEALS & pud- 0 TOWN OF SOUTHOLD F E B 2 6 2020 Tel.(631)765-1809•Fax(631)765-9064 LG Sou old 'own Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 20, 2020 ZBA FILE: #7368 NAME OF APPLICANT: Roberta Alifano PROPERTY LOCATION: 1500 Grand Ave,Mattituck,NY 11952 SCTM No. 1000-107.73-13 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated November 15, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 6,600 square foot parcel located in a�R-40 Zoning District. The parcel measures 60.00 feet along the westerly property line fronting Grand Avenu6„measures 110.00 feet long along the northerly property line, 60.00 feet Iong along the easterly property line and 1.10.00 feet along the southerly property line. The parcel is improved with a one- and one-half story residence and a roof over partial enclosure all is shown on a survey prepared by Stanley J. Isaksen L.L.S. last revised April 21,2006. BASIS OF APPLICATION: Request for Variances from Sections 280-124 and the Building Inspector's October 16, 2019 Notice of Disapproval based on an application-for a permit to construct additions and alterations to a single family dwelling at, 1) located less than the code permitted rear yard setback of 35 feet; 2) located less than the code permitted side yard setback of 10 feel, located at 1500 Grand Avenue, Mattituck, NY 11952. SCTM # 1000-107-3-13. RELIEF REQUESTED: The applicant requests a variance to build a new attached deck that will result in a rear yard setback of+/-15.2 feet where a minimum rear yard setback of 35 feet is required by Code and a side yard setback of+/- 8 feet where a minimum side yard setback of 10 feet is required. Page 2, February 20,2020 #7368,Alifano SCTM No. 1000-107-3-13 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February. 6, 2020 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family homes. The applicant's lot is smaller than other lots in the neighborhood. The existing location of the house limits the space the applicant has to locate an attached deck in the code required rear yard. The proposed rear yard deck will not be visible from the street. 2. Town Law 4261-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the.applicant to pursue, other than an area variance. The, existing house is located 5.3 feet from the property line at its closets point and the rear yard setback of the existing house is 25.3 feet from the property line. Any proposed deck on the rear yard side of the house requires the benefit of an area variance. 3. Town Law M7-b(3)(b)(3.). The variances granted herein are mathematically substantial, representing 20% relief from the code for the side yard variance and 67% relief from the code for the rear yard variance. However, the existing house was built before zoning was in effect and is currently in'a pre-existing non-conforming location. 4. Town Law M7-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use'of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried,to GRANT the variances as applied for, and shown on the site plan and architectural plans (sheets 100.01, 300.01; 300.02; 400.01 and 400.02)prepared by John Condon, P.E. dated June 1, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1)The proposed deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3,February 20,2020 #7368,Alifano SCTM No. 1000-107-3-13 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions; or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than,such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,Planamento and Lehnert(4-0) (Member Acampora Absent) eslie Kanes Weisman, Chairperson Approved for filing 2020 (DO g �1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ®¢ S®�jiy 53095 Main Road•P.O. Box 1179 Patricia Acampora ti®� ®�® Southold,NY 11971-0959 Eric Dantesiis Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento �l �� 54375 Main Road(at Youngs Avenue) �C®URJT`1,� Southold,NY:11971 http://southoldtownny.gov ZONING BOARD OF APPEALS E C E 0 V E TOWN OF SOUTHOLD Tel. (631) 765-1809 DEC 1 9 2023 EXTENSION DETERMINATION Regular Meeting of December 7, 2023 Building 090artment Town of S, uthold ZBA FILE: #7368 NAME OF APPLICANT: Roberta Alifano PROPERTY LOCATION: 1500 Grand Ave, Mattituck, NY 11952 SCTM No. 1000-107.-3-13 BASIS OF APPLICATION: Request for Variances from Sections 280-124 and the Building Inspector's October 16, 2019 Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling at, 1) located less than the code permitted rear yard setback of 35 feet; 2)located less than the code permitted side yard setback of 10 feet, located at 1500 Grand Avenue,Mattituck, NY 11952. SCTM# 1000-107-3-13. DATE OF PUBLIC HEARING: February 6, 2020 This request for variances was originally GRANTED as applied for, on February 20, 2020. Roberta Alifano requested a one-year extension of the above-mentioned relief for variances for the construction of the attached deck. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson)'seconded by Member Planamento, and duly carried,to GRANT, the applicant's request that the above cited determination be extended beginning February 20, 2023, and to expire on February 20, 2024 per Chapter 280-146 of the Code of the Town of Southold. SUBJECT TO THE FOLLOWING CONDITIONS: 1) That the proposed deck remain open to the sky. Vote of the Board: Ayes: Members Planamento,Lehnert, Weisman,Acampora, and Dantes. This Resolution was duly adopted (5-0). Le ;aneseisman, t1airperson Approved for filing �' / f "/2023 /F HALLOCK• SURVEY of PART OF LOT 3B N 78'27'40"E ` 9.10.00' IN �Pr C/; MAP OF BUILDING- SITES 7.T ss' 7.s . Off' MR. JOHN MUTf1TT SITUATE MATTITUCK, TOWN OF SOUTHOLD ., s - i SUrFOLK COUNTY, N.Y. D 11.9 g o ;4 ONb AND ONE HALF STORY � SURVEYLO, FOR: JENNfkR SARDSLEY RESIDENCE FM# 665 Q" o DATE FILED D!'C 5, 1914 6.4' a N/F HALLOCK 38.3' i TM# 7000-107-03-013 GUARANTEED TO: SA EARTH DRIVEwAy -- P — R©O! OVER O JENNFIRSTIFER AMERICAN tT?LE INS. CO. 4 A Af2tWl O f;NClOSURE O AMERICA'S MORTGAGE OUTSOURCE PROGRAM 2 7 WELLS FARGO BANK CS 7V�L 7'YV'YY iz. z {t'/ICE -- --^ oop �� EONC um E m N/F KEMP$KI p • w tv SURVEYED: 21 FEORUARY 200E Io SCALE 1"= 20' ROAD AREA = 6,600 Z.F. PRIVATE R. RECEIVED OR -1 21_Q 0.157 ACRES 6BAR4N7L$3NVO=TMNE660N8NAU.NBN OCT `� Z®la ! - ONLYMMEPAWN llotOdQ7NESf/RVE)' ' 7sPr�ANEaAmoN esNALFro7NE SURVEYED BY Co STANLEY J_-ISAKSEN, JR. AL A as�a.�iNE��NCLrox. Zoning Board Off¢peals AGna�r` mL'mp� u8 rrnmL�rs. P.O. BOX 294 ' NEW S FFOLK, N.Y. 11956 uNAv7N AMMAL764ATIMCLAMMONTO?W3 � ` 631-7 4-5 35 sLmvEraa L roLa7roNVF�+avrBma� 7i�!&1'lYORLL87A7$FA/j�j17lON1AW. ` COPIES OF 770SURVkkWpNorBEMM nL vaWT sEALSNaLc NorLLE CENS ND S EYOR T8EC mNsrEn rge(�p vaLm mr/E i 1, zL avae aL REMSE TO r:M«,c axo ONE euLP sLoxr LiE$IQ(NL$. NYS Lic. No. 492 3 06R 1477 N/F HALLOCK SURVEY of PART OF LOT 3B N 78°27'40"E `°' 110.00' IN PIPE PIPE MAP OF BUILDING SITES 5:AN ' OF MR. JOHN MUTTITT z 7.6' � SITUATE 7.7' a OODE STOOPC mIVIATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. CONC Z SHOWS z VSTOOP1.9'o ONE HALF STORY - SURVEYED FOR: JENNIFER BARDSLEY 7L SIDENCE CELLAR FM# 665 ENTRANCEDATE FILED DEC 5, 1914 6.4' oN/F HALLOCK 8.3' TM# 1000-107-03-013 m r 2 GUARANTEED T0: 00 EARTH DRIVEWAY ROOF OVER O JENNIFER BARDSLEY O FIRST AMERICAN TITLE INS. CO. PARTIAL O ENCLOSURE O AMERICA'S MORTGAGE OUTSOURCE PROGRAM 2.7' WELLS FARGO BANK CONC MON PIPE CONC MON CS 7 CJ Q° 7'^0 YI CHAIN LINK FENCE 1 10.00' I ' I rn L `t N/F KEMPSKI rev SURVEYED: 21 FEBRUARY 2006 l SCALE 1"= 20' AREA = 6,600 S.F. ROAD OR PRIVATE o 0.151 ACRES GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THEPERSON FOR WHOM THE SURVEY - IS PREPARED,AND ON HIS BEHALF TOTHE SURVEYED BY >�•ING NSTMMON FLISTE HER ON AND STANLEY J. ISAKSEN, JR. TO THEASSIGNEES OFTHELEJVD/NG INSTTTURON. GUARANTEES ARE NOT TRANSFERABLETO P.O. BOX 294 ADD/770ML INS7MMONS OR SUBSEQUENT OWNERS. NEW S F_FOLK.' N.Y. 11956 UNAUTHORIZEDALTERATTONORADDMONTOTHIS jl 631-7 -5835 SURVEYISAVIOLATIONOFSECTZON72090F 7NENEWYORKSTATEEDUCATTONLAW. COP/ES OFTH/SSURVEY MAP NOTBEARLNG �,,, TNELANOSURVEYORS EMBOSSED SEAL SHALL C EN S -'N D- S EYO R NOT BE CONSIDERED TO BEA VALID TRUE COPY. I, 21 APRIL 06 REVISE TO READ ONE AND ONE HALF STORY RESIDENCE. N YS L i c. No. 492 3 0 6 R 14 7 7 7 N/F HALLOCK t SURVEY OF PART OF LOT 35 N 78"27'40"E `'J 110.00, IN ., PIPE 0 f MAP OF BUILDING' SITES s•s' OF' MR. JOHN MUTTITT 17.ty' SITUATE WOOD STOOP -� &MEPSx MATTITUCK, TOWN OF SOUTHOL _ -� SUPrOLK COUNTY N.Y. v stoop1' 1.9. v '1 N ONEt AND ONE HALF STORY SURVEYED FOR: JENNIF�-R 8ARDSLEY J r RESIDENCE cn y sEUAR FM# 665 j NCE o DATE FILED DEC 5, 1914 46,4' o N/F HALLOCK 38.,3' E2 TM# 1000-107-703-013 ' GUARANTEED TO: S) EARTH DRIVEWAY 0 JENNIFER BAkDSLEY R©OF OVER O FIRST AMERECAN TITLE INS. CO. mNCIQURE 0 AMERICA'S MORTGAGE OUTSOURCE PROGRAM WELLS FARGO BANK PIPE ...c,. (ANG MON t S 78°27 40 W IR rn I—,I NjF KEMP, KI N SURVEYED: 21 FE,�BRUARY 2006 SCALE i"= 20' AREA = 6,600 S.F. 04 OR PRIVATE 0.151 ACRES t i - GUARAM7EES IMD=TF_Q/f RREON SHALL.RUN ONLY7O7HEPLTISDNFp,-�kTHOM7HESURVEY i - -- ;--- )SPREPARrD,AM ,0N IS40WFTo77LE SURVEYED BY - rm eaA-6conWObWP:Ala' A�aGEtucr I cevDrNoevsrm liana er MERcaaxAMD STANLEY J. ISAKSEN, JR. 707HEASSIGVE&OFTr#gvoW0MSfinn7M P.O. 80X 294 y GUARAM7ESSARE AVOT. PE2aeLE ro ADamoaac ws►m�rapnrZSVBS5QUlWrOWNMS. NEWS FFOLK, N:Y. 11956 MAR — 4 2020 umu7HORzDALmRgoNORAwrwN7-o mis 631-7 4— 35 SURVEYISAVIOLA7TON ON "OF 7NENEW YQRKSTA7E=E[21JGAnONIAW. COMES Of!JNiSStXV9`A1,4pN0TBE4WNG 7NELANDSURVIYQRSL-WgaWEOSEAL SHALL GENS NO S� EYOR NOT RECONSIDERED TQ B��VALID TRUE COPY 1• 21 Am OE REVISE To Rw ONE AND oNE HALF STORY RESIQENa. NYS LIC. No. 492 3 06R1477 . t D) SURVEY OF Li DEC 1 9 2024 PART OF LOT 3B7[�� f{ p MAP OF �°`s T' N101E KIS T BUILDING SITES nay S"�J� o 1-7 J0171N A E LAKIS 10.00� FOUNp7,N OF JOHN MUTTIT_ T MA PIPE FILE No. 665 FILED DECEMBER 5, 1914 (1) SITUATE �NDE WOOD MATTITUCK USED � Ro �t G WOOD DECK 0 TOWN OF SOUTHOLD N gORVITAE ELECSRIC • w METER CHIMNEY o S U F F 0 L K COUNTY, NEW Y 0 R K N S oz S.C. TAX No. 1000-107-03-13 D r n OVERHEAD WIRE o., PPE �T �T'9 WOOD Ca\ SCALE 1 "=20' O Z ,soNRY STEPS �► '� JANUARY 29, 2024 �' m 1 BRICK STOOP 1 STORY J m E HOUSE '�r n o FRAM CONC. 0 ra 00 9x WOOD TIE x 7n Z �-+m�foo WALL 39.2' m AREA = 6,600 sq. ft. �z�mo N WOOD 0' 0.151 ac. °. e 46.4' f o� z�U) oo :1-: Nn WOOD DECK 3.9 1 Z GURB e ." o b 1 N e ` GIAN g1 OCK A 6.3 SHED a m �y 1 u F BEDECK ? .a 7.2' CONS M0N' COVERAGE DATA NCE DESCRIPTION AREA % LOT COVERAGE ONCE WOOD MNCE .4'S. N 11NK �NC� ui o q' HOUSE 904 s ft. 13.7% Q ° e °. mod' CURB �z 0% RAISED WOOD DECK 220 sq. ft. 3.3% ° 0.55 uim fx .°; � � � ' •, DECK INCLUDING SHED 243 sq. ft. 3.7% 1 o CURB $ cK �z TOTAL 1,367 sq. ft- 20.7%� / � �8'2� N1o1� pSKI 5 R,(ONALD KE KEMpSKI MARGIE PR WJiC RDANCE WITH THE MINIMUM URVEYS 1 �4bL , SHED �YOR�It�OS�fAhu LAND C ,�TAFTe •. O do .. O.OSO46� �. N.Y.S. Lic. No. 50467 ROAD PRIVATE UNAUTHORIZED ALTERATION OR ADDITION 1111 1+ TO THIS SURVEY IS A VIOLATION of Nathan `daft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor eyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanley J. Isaksen, Jr. L.S.TO BE A VALJD TRUE COPY. Joseph A. Ingegno L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY rifle Surveys -Subdivisions - Site Plans - Construction Layout IS PREPARED.AND ON HIS BEHALF TO THE - TITLE COMPANY,GOVERNMENTAL AGENCY AND PHONE 631 727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON,AND ( ) TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. MAILING ADDRESS CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES L0047ED AT 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3Caol.com GENERAL NOTES: DESIGN CRITERIA: BEIIN ACCORDANCE WITH THEALL Y� HsHAL� WIRNOA EABDECKB APPLICATION FOR BUILDING PERM, IT STATE UNIEORM',BUODINGCQDE/JdDTHENEW' SLEEPING AREA 30 PSF. YORK STATEENERGY CONSERVATION COCE, WIND SPEED 14OMPH AND LOCAL AUTHORITIES. SEISMICDESIGN CATEGORY B WEATHERMR3 SEVERE ' 2dLL L CONCRETE SHALL BE STONE FROST LINE DEPTH' w AG����IMUMZBDAY � HW. 1500 GRAND AVENUE DECK ADDITION AND RE. IIQDEL. 3.ALL LUMBER SHALL BE GRADE.6TAMPED K2:SHEO D'REO. YES DOUG'LAS M LARCH STRUCTURAL GRADE tit OR BETTER:. 4:PROVIDEDOUBLE HEARSA#DTRIMMERS 4T 0 STAID AN OUS FLOOR OPENINGS POSTS AND PAR/1.LEL.PARTR10N8.EXCEPTAS NOTED ON DRAWING. 5.BRIDGINOTO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAM.SPACING'NOT TOEXCEEDd � Fr. S.ALL DIMENSIONS AND GRADE CONDITIONS TO SE VERIFIED SY CONiRACTOR(Sj?t'RtOR'FO START OF'CONSIRUCTiONiAND EROifl OF fAATERIALS:THIS FOUNDATION HAS'BEEN DESIGNED FOR SOIL BEARING CAPACITY OF TWO'((p)'TSFAND GRADES LESS THAN S% GxiAi7TtACT OR SHALL VERIFY THAT THESE CONDITIONS ARE MET:ALL FILL BENEATH' CONCRETE SLABS TO BE COMPACTED TO 05% RELATIVE DENSITY. 7.DO NOT BACKFILL AGAINST FOUNDATION WALLS•UNT1 FLOOR'SYSTEMISINSTALLED. A -- _ -- -- 0.ALL HEADERS 8'FT IN LENGTH AND OVER TO + BE SUPPORTED BY DOUBLE UPRIGHTS,.9 FT I STOCKADE AND OVER'BYY TRIPLE UPRIGHTS.ALLHEADERS 7.7' TO BE MINIMUM;OF(2)2XW OR ASNOTED 18.0' 0:PROVIDE FiRESTOPPINGAT ALL LEVEL PENETRATION. _PROPOSED 10.PROVIDEFLASHINO ATALL ROOF BREAKS, W DECK CHIMNEYS;SKYLIGiHTS EXTEMOR DOORS, WINDOWS,DECKS,.ETC.. n 11,00'NOT'SCALEDRAWINGS z 12 DESIGN CONSULTANTS OR RECORD EXISTING HOUSE ARCHITECT-ENGINEER ARE NOT RESPONSIBLE W FOR THE INSPECTION'SUPERVISION„OR_ ADMINISTRATION OF NIS CONSTRUCTION. PROJECT.•FEDERAL 3TA1E AND LOCH ZONING AND BUILDiNG'CODE.COMPLUWCE SF!l41LBE a. I THE RESPONSIBILITY OF THE CONTRACTOR(S). %DESIGNER,ARCHITECT,ORENGINEERMUST BE:NOTIFIED IN WRITING BEFORE ANY ® �a G:H�ARE MADE TO PLANS. Z � 14..ELECTRICALL:AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED' BY'OTHERS. 15.CONTRACTOR SHALL OBTAIN ALL PERMITS EJQST}A!Q AND INSU���SARYTO PROTECT THE NDI ABPNALTDRiIIEWAY EKMTMSMUCTURE F Idg Dept copy from ZBA Final ieviewe�d4 Uments STOCKAr7EFeXE FBA File# fPb Dote: / / LOT SIZE --•--.__________.__._ .----------------------___________.__.___-.-_--______-___------ ExTG CFIAINLOii(FENCE BAN SF: HOUSE PATIO AND DECK aor.neF sow. �"��� �a�ia PROPOSED' PROPOSED A �° SITE: PLAN a , GARAGE IOTAL TOTAL 1Sg:r3 ! (° ram. t 1684 � OFESc��� t PROPERTY LOCATED AT: 1500 GRAND AVENUE�MATTITUCK,NY 1.1952 SCALE: TOWN OF SOUTHOLD Condon)Engineering, P.C. 1 p JUN.I,.ZOte = 1-0'-W REv1etON8: COUNTY OF'SUFFOLK,STATE OF NEW YORK DISTRICT-1000 SECTION*107 BLOCK 3 LOT:13 ROBERTA aLtFANO 1755 Spgshee Road, DWG.NO.. MetMtuck,NY 11952 100.01 1500 GRAND AVE. MATTITUCK,,NY 11952 FreminC Nobs: The owbacmr Ism ve fy by mrrww wde in e+t MW end eny dltaapmdn we m be w wgm m the seemlai clew Enptnw pdw m mmtrfxtbn. woes Frt"" 1. AgkmtwIstobe No,2crbettwDatteFhLa h(N)Mhtwfa"a"minwwm Fb-826 pal Fv f#pd Fb pop a an pal E.fx0,000 pal 2.AD Pmhm(P8L)Wmbw to m hays tw totlavbp mb*ntab ep.tlAasJc' "I Fb o 2,e00 pd Fr-29opd Fa pay-Meal E.2,000,000 ON a Al Adlmi=(LVL)Lwcbw Is to two me few mtmmwn apsditdw : Fb=$600pd Fv-285 pal Fc pwD"T00 pal tzEawvE E)DsrfNo i--------------- E.I X0,009 psl WOOD FRAME STfJOP ---- ----Ir-t tti ---------f—3•s•--✓ a Aa cw.a Link-ated Sates(BLS)da A*,om Pmw Basco m to tom dw fa!Mm mfdmum aw rzatb : Fb.3,000 palFv•3lbpsi Fb pay•606 psi s A0 bmw dbdbated wan,fazt A LwdmW vwxar LWnbw bomb m to be b"dlbofbd In e000rdnm w8h ft MMufcbbn.fa aNdl atom. i.. S.AD WitamtobslmuOWinwmtdmr=rah as. sapsdsmla+s«w .).. .a.�_1_1 I � I I dull trsdu6s Spaeth ldoddna and web aNttnm at bwln0 po5w on 8ft+atd aMa had bmtr4a=L i Al enp.cmnsftmp*mbdf,wksba.a.mbea dorafalWw i i ! I eud.t mmeaoe,skap air.an Ums ftminp m m,me by Shpaan ! I ! ! , wdm WosW oM&-wlw A9 awmedmm o ps eta m to be nakdlbobd If ' ! i i i ! ambfdenbe wall ft mmUfte ureft noommoom 6.ABfbwawttftIstobe%kmhACtypo ood t�end6momwban APAapesrampbftd2A.Fbwshe�pshaEbeendandtowadm the fbbt i I oft(ft•O.C.efQawdt2.O.C.W). (221x a,KM r x w aft 6,AD Nab dteathft Is robe 16M Inch APA Rabd Fxpoaae t pWood and and be nded a6n 10d common nak r O.C.edoes.W tr 0.0.fd& 10.SW bbddno Is to bo msuesawwy V ffmxorma epm old ffowlauuwm, I apwwexaafgfy. ! EXISTING HOUSE ! tt.ta mtr ble)o"amtobefmmWbdpudWwdL ii l{ 12.Bbdft Is tobeMWWedWpoWbadbwbVP,ntL I&Wdsmtobeftm.awls,2xetnaf dude apwW16 Was 00wimlrwbsted iilo fl i� ii I4 IIl u 4 othwwlw. u.AS bob mde and wadwsmtobe hot dppWgevw&W. C GE BEAM Steel Nona �ci AI deal Is to be AM Epw&Wbo A4W-60 EXISTING EN/ MTuaSal AM A5004R46 SREAKFASI AREA ASbatadamrAWmmtobe made vftnA,=bom, W/NEW R DOF !� Auw,eldwbmnsommmmwd ,.byaow6Eww.;darad0nro<mm ! AWS and AISC awdLVL ! A/wddjdfltsmmfWE700(aleChdM Bldg ept copy from ZBA ------arm ---- stedtotobedurAdwAahaptbawnhamm.tTNEMECV-nwch.m- Final evie • Ptmaat2.0.3AMDF. 11 ttgA lmenl ZBA F le# • at=w.toteM&W6datatpamtoad boa"Pabbwda4wd Date: p.j a Alookm w=tobebaadtost@WOVeav+1S°bauwmmwmdcrdm • 4hYa WRafts. lot----- AI aWw sp9aft we to be mado anova mtwww+. re FLOOR PLAN P �0�.. .s ,f r DATE: JUN.1.2019 Condon Engineering, P.C. Ri�VISlONBf ROBERTA ALf FANG 1755 Sigsbee Road DWG.NO. 1500 GRAND AVE. MATTITUCK,NY 11952 Mattftuck, NY 11952 300.01 r � 12,SONOTUBE r.1 o, - r-i(r-- 1----ON 2t x 2V x lr P.C.FOOTING 9W.) {I•Wt•'~t•�w_'.,` �.$:al:$•..:F.., "1�:. •�f.i.• 'h.: '.�.i?.:....,.1;.. r t r - �. Z' D:J!xB'MCQDJ.L u11�J 2•xWMM Y ®1fr0a ITT -, IIII IIII o Iltl I m I IIT]5 IIII I IIIIb I }2*x10'MCODECKGIRDER 44 �.' __—_-�__y—__ d_--_ III'•' .41 I I I II •' owl 9 2"x 16° LEDGER • 1 L y{�j�J, ! I 1 W!g'B.e •BOI:TB' n. I IIII�jj ! I �y��9 ^ 1,�. 1a'D.C.BT GERED' I ilift /11 r �t { EXI.O 1 NG HOUSE iil• �'�I �' IIII1 ! tlil I YY4YYY I y T�� T(�(T�JJ IIII ry• III.>� 1111� j6b 14 MI I�-I rr Bldg Dept c py from ZBA nal revie edd ments Fiie# 3��ZSS •.1,, ..s.•.h 1-,y.. „�;�.: t'6s,r.;. .,�. 1:• v ." .rv••.' nti fT•' . allo FOUNDATION PLAN t. 51684/ '© OFESSIQ��' MIAM SCALE: JUM-1,2018 A =�� Condon Engineering,. P.C. 4 1 .0a ROBERTA ALIFANO 1T55,Slgsbee Road DWG.NO. 1600 GRAND AVE. MATTITUCK,NY 1.1952 �a ltuck�NY 11952 300.02 r NEW 2•x 10 RIDGE $di1Q&Ofl LSTA30 NEW ROOF _ at each MATCH EXISTING ROOF _ �PLYWOODSNEATHtN - -- 2•x 81 ROOF RAFTER -- R40 FOAM INSULATION - L -- •x G C.CA POST cram SIMPISON PW �„ P0.4T @AGE OR 'r a _._._..._._._ RECONi9TRUCTED WALL ❑❑ _.-----• MATCHEXT $10ING --.--'-- ^; 12'SOPK>1t18E OSS SHEATHING _ P.C.DECK PIER a 2W STUD - artd R-21 BATT.INSULATION ------ E)ITG DEN/ -..._..._..._ .. BREMFAST AREA ll h.�I.Lt'll ltl]I' .•-.i.ili---1l, EXISTING 2•xWFLOQRJO __._.._..._..._..._._.__.__._..._..._ .t ! i v 7 µ=Jin U, 2•x 10°MCO LEDGER '�-^�•�1 t •. '• -�i-� t= 24"x 24'x 12• B'®GALV.BOLTS I G•�.l n. a... c:7 yl I P.C.FOOTING 18.O.0 STAGGERED W. 1.�iC.'- .,. BASEMENT EXISTING FOUNDA !!lf19t18TA! i'Ji 11'� •S' i.t=j' � v[f' y%il+i•It'F� ' - n��:.�--'�FN.I: •��P:;•7 w. se wonXs � t 5 �x�aa�� k'?t`r dk� r,4�� � r :� �F PIER DETAIL Tyalcal Wae Brtd ` n h t z �r:c x�+Y �� P I ' S�Q •ii:>.hztiy jMySat-r..U, Si,.t .5 -rF4u•31:`F1'Y:Y.s413i*' SECTION A OR SIDING NEW 14•x w VENTING SKYLIGHTS r HING .._._...__._..._ Bldg I)ept copy from ZBA -.---------•-- --------•--- Final -eviewed documents ZBA I lie#-73($ 5 rr - 5 i __.::_�_�.=_.�.��.�---.• ••- --.--.---- Date: a•�7 EXlSTING ROOF LI _..._..,_..._..._._._._._._._..._..._..._..._..._..._..._._._._._._._. - ----- ------. _ ----- - 0GALV,SOLT _...-.-._•---._._._._._._._._._. ..._._._._._._._..._._._..._..._..._..._._._._._.__ _._...__._ ' 18.0,0.STAGGERED FEI- _.. _ _._._. _. _. ❑ _. _. a NEW --- FLASHING DETAI , =_- ,. Goy®'�� 2°x 1TP MCO LEDGER `l 1r O c.SGGERTSED 1_68"4 t c f 21 x 16•MOO DECK GIRDER ®rEsS`a'� I I A PEON BC8 2.3r B DAYS: ` i i i i i SCALE: JUN.1.2018 ri-i, r1--•` t 81 x r h=POST , 1-1' ONSWSONPM Condon Engineering, P.C. N •: ���oO REVi310N0: L--- �---I L---' ,2'8�1GTlf24•x24'x12• P.C.FOOMG 1755 Sigsbee Road DWG.No. NORTH ELEVATION ROBERTA ALiFANO Mattituck, NY 11952 1500 GRAND-AVE. MATTITUCK,NY 11952 400.01 -'--•--•--__ __ ___ M1A19il3SQfDIAE FR►fEWh81RR�gMW/RW:�1 PAf#SipF10 _—_ .......... ...... YW-MUM WIN �114 ... .. . ..... .. ... ............ 3M Ulm zu ' i s � j K of r4 I F th I-4-I lie Rd I +f= -1 ! IPflY EAST ELEVATION rEwirna ., in T IYFW WWI ! I@pM waft -. _.._..--- . _.---__. _ aamwIRaou.MdAU una Ar�iF Bldg Dept C PY from ZBA \/ 1/ LBYA1Hi0PEFTRIIIETiiiWf8171£ MAHdNE71OA!)dOF31l4YI95tEfl0� Final review do ents - - -'----'----' -' - -'--'------' - -' -'--'-- --' ---' -- j A Poara4 9fiWxArAwwffefA3R8i7FHt9fd14E Zi- File# 3 Date: / ........................ ------•—-----•---------------_--_------- ----•------------------•--------------------------------'---------- .. -_.--.__.__.__.__.__:-_.__.__.__.__.•._.__.__.__.-_.__.__.__.-._.__.__._-.-_._._.__.__.__._._.-_.__.-_.__.__.__.__.__.__.__._. 05168"' DAM SCALE: JUN.1.2019 Condon Engineering,. P.C., s n e it a Rtvr:uotrs: 4 ROBERTA.ALiFANa SOUTH! ELEVATI N 1755'39gsbee Read DWG'.NO. O MID GRAND AVE. MATTITCJCIZ,NY 11952. Mattituck, NY 11952 400.02' GENERAL NOTES: DESIGN CRITERIA: 1 ' "T"b" LICATION FO 1.ALL WORK MATERIAL AND EQUIPMENT SHALL GROUND SNOW LOAD 20 PSF. BE IN ACCORDANCE WITH THE NEW YORK LIVING AREAS AND DECKS 40 PSF. STATE UNIFORM BUILDING CODE,AND THE NEW SLEEPING AREA 30 PSF. A"v YORK STATE ENERGY CONSERVATION CODE, WIND SPEED 140MPH LDING FERMI AND LOCAL AUTHORITIES. SEISMIC DESIGN CATEGORY B WEATHERING SEVERE 2.ALL CONCRETE SHALL BE STONE FROST LINE DEPTH 36" AGGREGATE WITH A MINIMUM 28 DAY TERMITE MOD. -HVY. STRENGTH OF 3000 PSI. DECAY SLIGHT 15003.ALL LUMBER SHALL BE GRADE STAMPED GRAND ICE SHEILD REQ. YES AVENUE DECK ADDITION AND REMODEL DOUGLAS FIR-LARCH STRUCTURAL GRADE#2 OR BETTER. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAM. SPACING NOT TO EXCEED 8 FT. 6.ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TWO (2)TSF AND GRADES LESS THAN 5% CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. 7. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM IS INSTALLED. 8.ALL HEADERS 6 FT IN LENGTH AND OVER TO ; f tl- i!_ XT'G STOCKADE FENCE �— BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FT 00 E AND OVER BY TRIPLE UPRIGHTS.ALL HEADERS 47.7' TO BE MINIMUM OF(2)2x8"OR AS NOTED 9. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. - 10. PROVIDE FLASHING AT ALL ROOF BREAKS, W —f DECK CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS, DECKS, ETC. 11. DO NOT SCALE DRAWINGS z 12. DESIGN CONSULTANTS OR RECORD � EXISTING HOUSE ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION j PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S). 13. DESIGNER,ARCHITECT, OR ENGINEER MUST �_— BE NOTIFIED IN WRITING BEFORE ANY ---.. CHANGES ARE MADE TO PLANS. z 14. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED Q BY OTHERS. � i 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE EXISTING r ENGINEER AND OWNER. (•/ ASPHALT DRIVEWAY EXISTING STRUCTURE i XISTING STOCKADE FENCE EXT'G CHAIN LINK FENCE DO NOT PROCEED WITH FRAMING UNTIL SURVEY C,`' ?L`t Wi 7H ALL CC�LJ c S 0'1 I��<-.r a OF FOUNDATION LOCATION NE'A' S7/JE & TOVJ`•J CODES HAS BEEN APPROVED. AS RILQUIRED ANC, �.� ,�v! T ,��� F LOT SIZE SOU'HOLDTO'�tiifuZ� ` 1 ``� F i i SITE PLAN k SOUTHOLD ti PLANNING BOARD O I , 6,600 S.F. �� a ° io S0L _)LD TOWN TRUSTEES �.� I DEC HOUSE PATIO AND DECK <. Y `y EXISTING EXISTING , 907.1 S.F. ! �'i:_-iV4 a z 1 ! �i 30 S.F. r PROPOSED PROPOSEDFOR r) — t 907. 7S.F. 238S.F. 2. FjC}r ;. I'i I,. .,, w. iv, Li.x:`. . +M1lnl C,'iG'ti:', r? r)3� V 4 2020 1"'�tJLF"{C` •�� rT �� CFIAP�E L 3. �:! ,� p, ODE• e^�,, �— . ..� - ,.:•�,M � GARAGE r 1 i: M d�� C 4. FIl�:^,L - ,,.�,. .,,r - � G%SHE T TOTAL - 0 S.F. 268 S.F. �',� CC,f:' L'e l c T „ Tz" ' 4dJ PROPERTY LOCATED AT: PILL CQt,IJ I F 1� TI( 1 1.,,J� 1�=- ' r TOTAL 1500 GRAND AVENUE MATTITUCK, NY 11952 RE��UIREP,9EiT_> rit 907.1 S.F. YORK STATC. N'O (;Lco�i Sl `L CC € TOWN OF SOUTHOLD SCALE: COUNTY OF SUFFOLK, STATE OF NEW YORK Ds!��r! o Cc}°Is�FUcrhry L � ^ Condon Engineering, P.C. 1 = 10 _� n � n DISTRICT: 1000 SECTION: 107 BLOCK: 3 LOT: 13 1755 Sigsbee Road ROBERTA ALIFANO Mattituck DWG. No. t 1500 GRAND AVE. MATTITUCK, NY 11952 , NY 11952 100.01 Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Fb=825 psi Fv=95 psi Fc perp=625 psi E=1,600,000 psi 2. All Parallam(PSL)Lumber is to have the following minimum specifications: Fb=2,900 psi Fv=290 psi Fc perp=750 psi E=2,000,000 psi 3. All Microllam(LVL)Lumber is to have the following minimum specifications: Fb=2,600 psi Fv=285 psi f ----- ---21'-8" -- - --� Fc perp=750 psi REMOVE EXISTING_ E=1,900,000 psi WOOD FRAME STOOP ----- 17'-11" 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the following minimum specifications: - '- --- Fb=3,000 psi p Fv=300 psi Fc perp=805 psi E=2,100,000 psi 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be i nailed/bolted in accordance with the manufacturer's specifications. 6. All TJIs are to be Installed in accordance with the manufacturer's specifications and shall include squash blocking and web stiffeners at bearing points on girders and -+-+- -w-� other load bearing areas. NEW DECK 7. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless j steel.Designated connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in I accordance with the manufacturer's specifications. I j I I 8. All floor sheathing is to be 23/ inch AC type plywood,tongue and groove,with an t, APA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor 2 5 B . I joists(6"O.C.edges and 12"O.C. field). (2)2"x 8"HDR. 2)2"x 8"HDR. I � 9. All wall sheathing is to be 15132 inch APA Rated Exposure 1 plywood and shall be i nailed with 10d common nails 6"O.C.edges and 12'O.C.field. � N = 10.Solid blocking is to be installed every 8'max or mid span of all floor joists with m i spans exceeding 8'. O I EXISTING HOUSE I I� 11.Double joists are to be insWled below parallel walls. II If it it II it 1 N II i u l i If i n i i i 12.Blocking is to be installed at all point load bearing points. rr� ii a u ri i r ii ii u u �i n �i ii i I Ifu u a catii ii - ;1 i 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. u n x u a u ri ri ii u Y ii• ii ii i� it n ii b PPealvanized. 9 "N " 14.All bolts nuts and washers are to be hot dipped u ii n u ii a Iw ii u ii n ii a iiz p u ___ Steel Notes 3.5"x 9.5"PSL RIDGE BEAM- .- c+i 00 X ' All steel is to be ASTM Specification A-992-50 EXISTING DEN/ N All Tube Steel ASTM A500-GR-46 BREAKFAS AREA W/ NEW ROOF _ � All bolted connections are to be made with A-325 bolts. ' All welded connections are to be done by a certified welder and conform to oAWS and AISC standards, o uo All weld joints are to use E70XX electrodes. CD N I Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem- Prime at 2.0-3.0 MDF. L__ _ ' Y"web stiffeners are to be installed at all point load bearing points and over all a�� I column supports. All columns are to be bolted to steel girders with Y'bolts and to wood girders with Y"lag bolts. All girder splices are to be made above columns. FLOOR PLAN -6r ssr� ' SCALE: Condon Engineering, P.C. 1If = 1 ,_0„ 4 ROBERTA ALIFANO 1755 Sigsbee Road DWG. No.' Mattituck, NY 11952 1500 GRAND AVE. MATTITUCK, NY 11952 300•01 12"SONOTUBE /r 7'-10"��- 7'-10" N 24"x 24"x 12" P.C.FOOTING(TYP.) ••�i :1.•:.f•.. .•1' .Y.+ .kZ` ftew • 11•.' �-t:.�=.tom• -' r . w In o1 ` ifitl_J a• I J�--"i 2"x 8"MCQ D.J.\ +1 I 1 2"x 8"MCQ D.J. I - 1111 Ill w w �@ 16"O.C. Y @ 16"O.C. [ilia w I111 a :•� I� Q I 11110 IIIIY Eli II Ox O I 11110 IIII0 ,.•` IN > lilt— I111V •t. > r• 1 r- i t 111 1 — {3)2"x 10"MCQ DECK GIRDER fill x IL r " • I ® I rt_ 1 (3)2"x 10"MC LEDGERII W/8"0 GAL .BOLTS + I I I I of w I I r''= 16"O.C.ST GGERED EXISTING HOUSE � 1111�' I I a,• to IIII� I `° ,* Q !.�. (N ?� (D iI11N {•..• �" IM > fill- i•i.l •R":..:a:. .. .'.;. �..TT�.:a e. ..+�' •.rS' ti, t:'!a L....i'•.: ".d :f ��,{•,'. �'.' :,�•• a, -l:":. ,i. "�• , FOUNDATION PLAN *I SCALE: Condon Engineering, P.C. i„ = 4 ROBERTA ALIFANO 1755 Sigsbee Road DWG. No. Mattituck, NY 11952 1500 GRAND AVE. MATTITUCK, NY 11952 300.02 NEW 2"x 10"RIDGE BEAM-7 Simpson LSTA30 Ridge - ---NEW ROOF trap at each Rafte MATCH EXISTING ROOF 4"PLYWOOD SHEATHING-- 2"x 8"ROOF RAFTER _ R-49 FOAM INSULATION — -- x 6"C.C.A.POST WTM —_ -- _----MP"TIE _ 10 SIMPSON PB66 POST BASE OR HEAMR Simp MT830 Rafter Strap —— _.... ........... ......... iv at each Rafter Tad --------- i+� """" �� RECONSTRUCTED WALL — 12"SONOTUBE MATCH EXTG SIDING ----- • P.C.DECK PIER SRO 4"OSB SHEATHING 2"x4"STUD —-- - `� Simpson H2A Hurricane Tiies R-21 BATT.INSULATION — at each Rafter Tail EXT'G DEN/ ------- - - BREAKFAST AREA ! 111: EXISTING 2"x 8"FLOOR JOIST •----- i!��::il •_Ili — Ii^�.::I;! -:1 2"x10"MCQ LEDGER f ' 24"x24"x12" W/e"fa GALV.BOLTS I I I—I I d !—I i —I I P.C.FOOTING 16"O.C.STAGGERED BASEMENT -1 i=:. !1�- _I • •• • � d EXISTING FOUNDATON SIMPSON LSTA36 - IF'&'Ii=1F ;,: F Ii ;i. ik;ik=11E i �ti ;I tllE` 1l— ST TI i=11-_ (fir IEx'.I<IEiElll 1111 :J=.l i.:t; 9 SIMPSONLTP5 STRAPli:w11 .:�- :�:; - - - u. �_I(i i I` ;,,tt•fl:: - '`'I`=:ii�� -- '.-�1It:'i-=�"-�i;.::j;F::;, ::!.:; ..,. ::ilk'.. .I'. ><: : e -- Simpson BPM�lh.-.: ..71. ..,,��E,-- ii.l:: �!i,.:.o�-r'.�it, -.II„ � ;I �` ..=1i'ill--:; .t=�.IIF_ . I;c._•[tr:,. '_ E"r' �'i;r.. _- i`r�i 'ill, i'u, - _ - PIER DETAIL ''ir."-- Typi cal Wall and :. Sill Strapping - Detail SECTION A XTERIOR SIDING NEW 14"x 36" VENTING SKYLIGHTS LASHING ECKING --------------------- ---- _ EXISTING ROOF LINE - --- ----- -----_....-- ............_.. _. -- ---- ----- - GALV.BOLT ----- 16"O.C.STAGGERED -- -------- ---------------------------------- - T -_----_ FLASHING DETAIL --- T 2"x 10"MCQ LEDGER 00 N W/e"O GALV.BOLTS 16"O.C.STAGGERED 3)2"x 10"MCQ DECK GIRDER 05 I I I I SIMPSON BCS 2-3/6 r I I I I I I I I I I 6"x 6"MCQ POST SCALE: ON SIMPSON PB66 I I 12"SONOTUBE Condon Engineering P. = 1 _011 4l� L---J L---J L---J N24"x24" 1755 Sigsbee Road DWG. NO. P.C.FOOTING NORTH ELEVATION ROBERTA ALIFANO Mattituck, NY 11952 1500 GRAND AVE. MATTITUCK, NY 11952 400.01 NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193---- Nd Speft--------- Number01 r" ------- Root I-rammg w c6kQ to top Ole(roe w 3-8d gist Ceft J*to Panki-bW(Fam NwW) 646d wtap Cekq JW Ups over RvMm we Nailed) Csw Te ID G9(Fam N8W) 3-m Per Tie Bb*ng b R&W(Too NaW) TV—Em&end ------ ---------- Rim 8WId tD UP(Ind WQ) W end -------- wall Frammg Top P1*bop Pt*Tace NaiW) Tf6d Per Foot Top A&at InWse*m(Fam WW) Ofid joift ea.86 WA�b (Facenaled) T4ro c Ell Kea*to Header(Face NaW) i6d ls'o.r 8bN*qs Top of SM=Plate b SW(end Nailed) 2-16d Pa 2A Sbid 3-16d hr 2x$SbA 4-16d —------- ...... Wtorn PW to Flwj*Bend Joist,End Jost,or BWn(Face Nailed) 2-16d Per Foot Joist to SM.Top%te or OW&(Toe Nailed) TR--Par Jost 8wqNtDj6m tooeNaied)to 2-8d Each End Blocking jcist Joe led 2-Od EachEnd EXr�QtD S41 Of TOP PWO 906 NdW) 116d each bk)Ck Ledg9f Strip to Beam Fam NaW 3-16d east Joist on Lo*r fo oo Nak) 3-W pKjom 8s Jost to—Jost?R—Na0ed) 3-1fid WOW Band Joist to SM or Top PjaW(Too Nado 2-16d 1perw 0 1 Root Shuthing Paneb 3d ------7 Dq-1 BOA ss"t"i 3.Edge 1- 4-1-1 1W or 1)V yu Persuppod i-1— , J,—4-1 NiVorMW 3-m Per Supm wing bheaming Gypsum WAbW w*m Wall bheathing svuu"Nfts 8d 3-E*14-FmM Pibetw Pawls EAST ELEVATION d 2W 8d Gypsum ftboard 5d cwiffs hamBwrd 8d 6-Edge I I?F*W PaftMurd Pmeh 18d 5.tage I IT F1w Dog"Bwd Shea#" 1x or 1)r i 2-8d per wppod Vxl(rorwidw 13-M 1perwpw Moor ZMVin—g V or Im 8d r Edp hr RoW weft to 11 106 r Edge I Jr FiW Wpal Bowd shea$ov ........... PR or 1X 2-6d per mod NIO'orw& F P-r "ROOF SHINGLES: FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318'HEAD ATMFI667 OF A ---------- LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314*INTO THE ROOF SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314-THICK THE FASTNER SHALL --------............ PENETRATE THROUGH THE ROOF SHEATHING --------------- R9M26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. ------------------ .......... ........ .......... ... ........ ............ ........... .... ..................- ............. -------------------- ------------ ------------------------ ------------- ......... .................. ----------- ................ ------ .............. --------------- .............. ------------- --------------- ----------------------------------------------------------j .................. ---------------- ............... ..................... --------------- (*A 05 SCALE: Condon Engineering, P.C. ill 11-011 1755 Sigsbee Road DWG. NO. SOUTH ELEVATION- ROBERTA ALIFANO Mattituck, NY 11952 400.02 1500 GRAND AVE. MATTITUCK, NY 11952