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Home My WebLink About44942-Z � uFfoi,��a Town of Southold 11/17/2022 o 4j P.O.Box 1179 _ 53095 Main Rd l y�01 far Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43608 Date: 11/17/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 200 Fay Ct.,Mattituck - SCTM#: 473889 Sec/Block/Lot: , 123.-5-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated '8/9/2018 pursuant to which Building Permit No. 44942 dated 7/1/2020 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: "as built"alterations and covered entry addition to existing single family dwelling as applied for. The certificate is issued to Walsh,Jeremy&Tara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44942 10/26/2021 PLUMBERS CERTIFICATION DATED 5/19/2022 nNKitucKlunibing Auth ed g ature �gUfFUE,�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ce 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#: 44942 Date: 7/1/2020 Permission is hereby granted to: Walsh, Jeremy 3460 Camp Mineola Rd Mattituck, NY 11952 To: legalize "as built" alterations to existing single-family dwelling as applied for per flood permit (non-substantial improvement). Additional certification will be required. At premises located at: 200 Fay Ct., Mattituck SCTM # 473889 Sec/Block/Lot# 123.-5-12 Pursuant to application dated 8/9/2018 and approved by the Building Inspector. To expire on 12/31/2021. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,117.60 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $1,267.60 Buildi Wrr i Form No.6 I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HAIL 765-1802 i APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use:ith accurate location of all buildings,property lines,streets,and unusual natural or 1. Final survey of property w topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50-00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 ! Date. v New Construction: Old or Pre-existing Building: (check one) 34�� c �� Mjr1OoC4120(zoo �Ati Location of Property: Street Hamlet House No. Owner or Owners of Property: `'� ►� Li Lot Suffolk County Tax Map No 1000,Section Block Subdivision Filed Map. Lot: Permit No. :qq — >_ Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate —t/—, Final Certificate: (check one) Fee Submitted:$ �[ jAppltignature k Building Department Application I i ' f AUTHORIZATION (Where the Applicant is not the Owner) i i i esiding at l__.4, f (Print property owner's name) (Mailing Address) { do hereby authorize (Agent) 1 to apply on my behalf to.the .. I i Southold Building Department. i I i (OVper's Signature) (Date). (Print Owner's Name) i i I 1 i { •f Of SOUI�,oI Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 v' Southold,NY 11971-0959 A �O sean.deviinO-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeremy Walsh Address: 200 Fay Ct city:Mattituck st: NY zip: 11952 Building Permit* 44942 Section: 123 Block: 5 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 23 Ceiling Fixtures 9 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 2 Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 12 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Oven, DW, W/D, 100A Panel 30 Circuit/ 21 Used Notes: Whole House Renovation Inspector Signature: � �� Date: October 26, 2021 S. Devlin-Cert Electrical Compliance Form Town Hall iAniieX r ;. Tele hone 631 7654802 54375 Maim Road' ,.. . Faz( 31)1.65-9502 : Southold,:NY 11971-0959 B.titDit4d:Illr ARTNMNT TOWN OF:SOUTH"D c t MAY 19 N 2022LD. BUILDING DEPT TOWN OF SOUTHOLD Di te: :..:.:. .... . ...s ..1... 2.2...:. :... Building Permit-No: _ff 4 34A Owner• bi A G-- ease rtn: t (I': . ... p ......7 P�:lu b . .... M mer::.:.:.:: �..:.;.,:::ev;...:::;::::: .. ........... ... ... .. . . . (Please print). I.:certii'y thatatre snider used in the water supply system:.eontains:1ess than 2/l0 of 1% lead; C �(P u r-s�rgriatiire). Sworn to before me this. CL dayof. .. 20.x .1- CHELSEA L. CHALONE CIA Notary Public, State of New York - Registration #01 CH62871061 Qualified In Suffolk County Notary � �r[r"� Commission Expires Aug. 5, 20 Public, ..�V�y}tC�: Gesurtty' , d SOUjyo6 TOWN OF°SOUTHOLD BUILDING DEPT. �ycouNr, ' 765-1802 INSPEC� . ION [ ] FOUNDATION IST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - J C> W4-:lDATE INSPECTOR �o�apF SOUlyO6 `�/ 6 2Z-0 0 4�A-y * # TOWN OF-SOUTHOLD BUILDING DEPT. °`y num 765-1.802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [: ] FOUNDATION 2ND [ ] _INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OE SOUlyolo f # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 [[ ]] INSPECCN FOUNDATION 1ST [ H PLBG. OUNDATION2ND INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY "' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OkzDATE INSPECTOR hO�aOF S0(/TyO� H VI q 4 2 # * TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL _ [ ] FIREPLACE &CHIMNEY ' [ ] FIRE-SAFETY INSPECTION 'FIRE RESISTANT CONSTRUCTION [ ] FIRE,RESISTANT PENETRATION [ ] ELECTRICAL-'(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �� a 9 cl 6 DATE 10 ' _1 NSPECTOR OF SOUI�olo # TOWN OF SOUTHOLD BUILDING DEPT. `�coueme�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ;OOO"LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C DATE 3 y?/ INSPECTOR IRCHITECT MARK SCHWARTZ &ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 Nv%vw.mksarchitcct.com September 14,2020 -- • . ;,a! L.�:� '•-mss'�.:�� 4'v ..... i i i U ,-; OCT 1 9 2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 .jT7u -t. Re: Walsh property 200 Fay Court(3460 Camp Mineola Rd) Mattituck,NY SCTM#1000-123-05-12 To whom it may concern, I have been on site to review portions of the as-built work for the aforementioned project. I understand Owners description of work and I have reviewed the photos attached. To the best of my knowledge, the poured concrete footings and poured concrete foundation walls constructed meet or exceed NYS code. Please call this office with any questions you may have. Sincerely, 1 Mark Schwartz 2A :r® AIA Member American itisiitutc of Archifectore U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Jeremy Walsh A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 3460 Camp Mineola Rd-AKA 200 Fay Court City State ZIP Code Matttituck- New York 11952 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) SCTM: 1000 - 123 - 5 - 132 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) Residential-Cottage A5. Latitude/Longitude: Lat.40.982 Long.72.525 Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? ❑Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE iviAl'(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Town of Southold 360813 Suffolk New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 36103CO482 H 09-25-2009 AE 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑FIS Profile © FIRM ❑Community Determined ❑ Other/Source: B11. Indicate elevation datum-used for BFE in Item 139: ❑ NGVD 1929 © NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes © No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3460 Camp Mineola Rd-AKA 200 Fay Court City State ZIP Code Company NAIC Number Matttituck New York 11952 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: NYSNET Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 © NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawispace,or enclosure floor) 5.0 © feet ❑ meters b) Top of the next higher floor N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑ meters d) Attached garage(top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 6. (Describe type of equipment and location in Comments) 9 © feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 4.0 Z feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 4.6 © feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 4.0 © feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.'l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑X Yes ❑No '❑Check here if attachments. Certifier's Name License Number O� �E�p Elizabeth G McQuilkin 050211 O Title �Z,C��N G.Mc4U1��- Owner/President Company Name LU -k Lisa McQuilkin Land Surveying P.0 �r Address 274 East Main Street 05021 dao City State ZIP Code �NSFD LA40`'V�� East Islip New York 11730 Si 9T3�� Date Telephone Ext. 07-13-2022 (631)277-3605 Copy all page this Ele atio Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) The lowest elevation of equipment servicing the home is the electric panel located on a wall inside the building. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3460 Camp Mineola Rd-AKA 200 Fay Court City State ZIP Code Company NAIC Number Matttituck New York 11952 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View' and"Rear View'; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 1 Photo One Photo One Caption Front view taken 07-13-2022 Clear Photo One q M� Photo Two Photo Two Caption Rear view taken 07-13-2022 Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 3460 Camp Mineola Rd-AKA 200 Fay Court City State ZIP Code Company NAIC Number Matttituck New York 11952 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. i 1l Ka Photo Three Photo Three Caption Side view taken 07-13-2022 Clear Photo Three Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 �'�. � ,.� rte. ` A . -r.. i /s 1 �'r ,` < ,* r _ '"� ., �. A •�y+• *� .! �. ! 1�..,. s t r f� 1 !I �' i '' � I i d y k r J f 1J i i P fa27/20r20 East Fireplace North Wall footer ex.jpg � � o x hftps://mail.google.com/mail/u/0/?tab=rm&ogbl#search/in%3Asent+mksarchitect%40optonline.net/CllgCJZZzdxTHQHCbZkfrdJcwRljhDHGscTMzdKtd 8/27/2020 East Fireplace North Wall IP.jpg .. . 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H . STATE ENERGY CODE Ill FINAL ADDITIONAL COMMENTS 7- - -a +� � $ 7® U re I Rot -ko ' �- -a s o' ctrY m - .511 c0oLo o. llp41 b y , °z x e b 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 s is of Building Plans TEL: (631) 765-1802 Pkanning Board approval FAX: (631) 765-9502 vey Southoldtownny.gov PERMIT NO. _ tek —Septic Form NX.S.D.E.C. / / 6 —Trustees 7 l —TrusteesOF.O.Application -Fleod Permit Examined 20 p 1 —Sgle&Separate 1 Truss Identification Form AUG — 2018 (s�orm-Water Assessment Form IContact: to: Approved 1� 111�G PT. Mail ('�T OLDDisapproved a/c ' T ` . Phone: 4-1 &5-- Expiration , l9 31 0 B din spector 19131 APPLICATION FOR BUILDING PERMIT Date-&9510911E , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to-schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout'the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ' f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. . APPLICATION IS HEREBY MADE to the Building.Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ager , architec ngineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax.roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be donw 01- e: 4-6® 1VOeutA rZ 1 �Zcc FA C`1- �^�i l r�2 House Number Street !Hamlet J County Tax Map No. 1000 Section Block= ..;. Lot j ',� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise and intended use and occupancy of roposed construction: a. Existing use and occupancy �j� L b. Intended use and occupancy SAm 3. Nature of work (check which applicable):New Building Addition Alteration —V Repair Removal Demolition Other Work Four ,tel —I0� vr j (Description) 4. Estimated Cost �(To bepaid on filing this application) 5. If dwelling, number of dwelling units �' Number of dwelling 1pni on each floor 1 If garage, number of cars - 7 6. If business, commercial or mixed occupay, specify,.nature and;extent of each type of use. 7. Dimensions o ex�structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth_ Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories' 9. Size of lot: Front Re/ r Depth 1 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 -X( 13. Will lot be re-graded? YES NO'Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No.3 7P34-L 7.5 Name of Architect s2 _ e/4 �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 NOZ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) c� SS: COUNTY OF H,4e=L— � Y,M. mTy, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the � -- (Co rac or, Agent, t-orpora e Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this --ii day of u, + 2015 TRACEY L. DWYER ( NOTARY PUBLIC,STATE OF NEW YORK Notary Public FMV. QUALIFIED IN SUFFOLK COUNTY Signature of Applicant COMMISSION EXPIRES JUNE 30,2-912---p .'I. jup ' T. TERRY , nrnI CLERK' N r� r� f.O. n x 117() l ri,� K •� S„ulluticl. Nc%�• furl; }, I I L.. Fax 0 10) 765•I R�, ItEcISFRna or VITAL srnTlslics � MARRIAcr OFFICER _ Tdcphonc (S 1 h) M.S. RECORDS "AGEMENT 01TICEIt MEEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations , of. the Code of the Town of Southold: "Floodplain Development. Permit ltpplication" [ FDP(93) ] , and "'Certificate of Compliance frsr Devel�-pment in Special Flood Hazard Area ((:/C(93) ] . J r TUNA OF SOU-MOLD Au ith T . Terr Y Southold Town Clerk August 25, 1993 r APPLICATION a • PAGr- I a( 4 TOWN OF SOUTHOLD FLOODPL,&JN DENrELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. , EECTTON i GENERAL PROVISIONS (APPLTCANT to read and sign): 1. No work may start until a permit is issucd- 2 The permit may be revoked if any false statements are made herein. 3- If revoked, all work must cease until permit is rc-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work its commenced within six months of issuance- 6. Applicant is hereby informed that other permits may be required to fulfig local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance 8 i,THE APPLICANT,CERTIFY THAT ALL 5TA'TEMENTS HEREIN AND IN ATTACHMENTS TO _THIS APPLICATION ARE,TO BEST OF Y ;O`VLEDGE,TRUE AND ACCURATE. (APPLICANTS SfOATURE). - ,- = DATE-G 1 - 3�-7 .�53CY c2 75-7 SECT[ON 2: PROPEA n LOPNTSNT fro 1"completed by APPLTCANTI �J-d 73y 97 NAME ADDRESS (TELEP NE APPLICANT' - Cti�S1 le I'llc, - BUILDER ENGINEER - PROJI?CT L OCATION: i To avoid delay is processing the application.please provide enoueb iaformation to easily identify the Project location. Provide the street address, lot number or legal desaription (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this apphcatioa showing the project location would be helpful. L I ' FDP(93) APPLICATION 4 PAGE 2 OF G DESCRIPTION OF WORK (Check all apptieable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE D New Str6cture ,Residedtial•(1-4 Family) ddi001, O'Residential(More than 4 Family) te�atioo ❑ Non-residential (Flopdpraofing? ❑ Yes) [7.Relocation ❑ Combined Use!(Resideutial &Commercial) U Demolition F ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park??[0, Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: ❑Fill O iv>lwM9 ❑Drilling,, ❑Grading O Excavation (E)cept for Structural'D.ede lopmeat!Checked Above) O Waterequise Alteration(including Druiging:aad Channel Modifications) O Drainage Improvements.(lnefudung Culvert Work-) ❑ Road.Street or` age Constntdion ❑Subdivision(New or Eipansiou) O individual Water of ScW System o.". O Other (Please Specify)` After completing SECnON 2,APPLICANT should submit fgrm to Local Administrator for rcvicw. . ,SECTION 3. Bf:00bPLAIN DE'TE MjT41lTI N e' e'eompleted bv'IAGAL ADhtIIQISTR;AT'ORl• The proposed development is located on FIRM Panel No•_1 Dated- The Proposed Development: 0 Is +LIQ;located in a Special Flood Hazard Area (Notify the applicant that the appfic ation review is complete and NO FLOODPLAIN DEVELOPMENT PERMITIS REQi3IRFD). O Is located is a Spatial Flood Haurd Area. FIRM tone designation is . 100-Year Rood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located in a.floodway. FBFM Pancl No. Dated ❑ See Section 4 for additional instructioos. SIGNED DATE 1 APPLICATION # PAGE 7 OF 4 SECTION 4 ADDfTIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINIST'RATORl The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development_ ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofrng of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivisionor other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plaps showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL)_ Ft: , ❑ Floodproofnng protection level (non-residential only) NGVD (MSL). For floodproofed stmctures, 'AppUcant must attach certification from registered engineer or 11 architect. / ❑ Certification from a'regastcred engweer that the proposed acdV4 in a regulatory floodway will not result in.an increase in the height of the 100-year flood. A copy of all data and calculations supporting this funding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION fro be completed by LOCAL ADMINISTRA•TOR1 I have determined that the proposed activity. A- ❑ Is B. O Is not in conformance with provisions of Local Law n , 19_• The Permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, (be Local Administrator may issue a Development Permit upon payamcnl of designated fee. If BOX B is checked, the Local Administrator will provide a written surnmary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals. ••11 y ♦ I 1 1• • APPLICATION W PAGE 4OF4 APPEALS: Appealed to Board of Appeals? O Yes ❑ No Hearing date: Appeals --- ,,,,,dTB—s 9 Ho Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance, is issued The following information must be provided for project structures. This section must be completed by a registered profession.al engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built)Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areasbottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT_ NGVD (MSL)- NOT' Any work performed prior to submittal/of the above information is at the risk;bf the Applicant. J � SECTION 7• COMPLLANCE ACTION (To be completed by WCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCEM be completed by LOCAL ADMINISTRAT R Cerlificatc of Compliance issued: DATE BY: 1 � Attachment B /� BAMP;LE j CERTIFICATE %"F COMPLIANCE 1 Area for Development in a Special Flood Hazard TOWN OF SOUTHOLD CERTIFICATE Or COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMIS -S LO • A.TED:- t PERMIT NO. ' PERMIT DATE io O R.S NAME AND ADDRESS- - - CHECK.ONE: - - i9j O NEW BUILDING _ EXISTING BUILDING -O-VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , I9 SIGNED• DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #. . 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC(93) _%'% S,CHITCT MARK SCHWARTZ&ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc,NY 11935, 631.'734.41851 %v$ncmksarchitcet.com March 17,2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Jeremy and Tara Walsh property 200 Fay Court/ 3460 Camp Mineola:Rd Mattituck,New York SCTM#1000-123-05-12 To whom it may concern, The Cost Appraisal for the existing building at the aforementioned property,prepared by Lorraine Crowder Hughs and dated March 09,2020 is attached. The Estimated Value of the existing structure-is $75,000. The Construction Cost Estimate is a total of$35,599.82. The proposed total work and improvements will conform to a non-substantial improvement as per the New York State Code and FEMA regulations. Please call this office with any questions you may have. Sincerely, nA Mark Schwartz'—"' AL1 Member+\muicjn Institute of Architttiturc a D?:Handy Man !LLC 25.6'Ridge. Road Douglaston, N.Y. 11363 D2H M Estimate 7 October 2019 3460 Camp Mineola Road Mattituck NY The following is an estimate for work discussed.All prices given are based on"best case senior"and are subject to change during the duration of the job upon discovery of any pre-existing conditions. Such conditions may affect estimated labor and materials needed. Preparation: '�� t�Z Move and expose work areas f Clean surfaces to be worked Repair any defects that may affect work 1.5 days 10 Hours $ 730.00 Install and finish various insulation 5 days 32.5 hours $2,372.50 Framing bathroom 2 days 13 hours $ 936.00 Cellar masonry;pour cement 1 day 6.5 hours $ 474.50 Finish exterior walls with%z"plywood 3 days 19.5 hours $ 1,423.50 Finish cellar and pour 10x24 floor 4 days 26 hours $ 1,898.00 Install interior bathroom walls,door and trim 2 days 13 hours $ 936.00 Thune'(516)690-6772 .i:=mail:DDanhandyman@gmaiUdm .(copra) Prime and paint interior walls 3 days 19.5 hours $ 1,423.50 Install bathroom fixtures 2 days 13 hours $ 936.00 Apply floor epoxy 1 day 6.5 hours $ 474.50 Install kitchen cabinets and fixtures 3 days 19.5 hours $ 1,423.50 Punch list items 5 days 32.5 hours $2,372.50 Sub total 211.5 hours $15,439.50 Suffolk tax 8.625% TOTAL- . '$16,779.1"6 *All materials must be picked out,approved or purchased by the customer and billable cost will be calculated on final choices. **Labor will be calculated on an hourly basis during the duration of the job and final times will be presented to the customer upon completion. Phone(516)690-6772 E-mail:tDDanhandyman@gonaii.com. t CUSTOM LIGHTING OF SUFFOLK,INC. P.O.Box 1698 S Mattituck, NY 11952 US C L (631)298-4588 CUSTOM LIGHTING OF SUFFOLK MASTER ELECTRICIAN IEST 2001 Clos5170@gmail.com Btimate— ESTIMATE# 2923 DATE 01/14/2020 ADDRESS SHIP TO Jeremy Walsh WALSH HOUSE Jeremy Walsh Esq. 3460 CAMP MINEOLA 55 Hilton Suite ROAD Garden City,New York 11530 MATTITUCK,NY 11952 PLEASE DETACH TOP PORTION AND RETURN WITH YOUR PAYMENT. ..................... ........................................................................................................................ ........................... -DA•T E;. ACTWITY - - - QTY1;iaTE AMOUNT 01/14/2020 fffffrffffffffff 1 0.00 0.00 THIS IS A PRELIMINARY ESTIMATE FOR THE WORK TO BE DONE AT 3460 CAMP MINEOLA ROAD,MATTITUCK,NEW YORK. PRICING WILL BE FINALIZED AFTER WALK THROUGH WITH CONTRACTOR AND OWNER.ANY WORK TO BE DONE OUTSIDE OF THIS PROPOSAL WILL BE BILLED ON A TIME AND MATERIAL BASIS. 01/14/2020 fffffAffifffffff 1 0.00 0.00 LIVING/DINING AREA 01/14/2020 General switching 3 100.00 300.00 Standard white toggle single pole switch supplied including wire and boxes.TWO SWITCHES FOR OUTDOOR ENTRANCE FIXTURES 01/14/2020 General outlets 5 100.00 500.00 Supplied wire,box,and tamper resistant duplex receptacle. 01/14/2020 General lighting 3 100.00 300.00 Supplied wire and boxes.This price does not include the fixture or installation. 01/14/2020 home run AF 1 185.00 185.00 Arch Fault breaker power supply as required by the new 2010 codes 01/14/2020 """'""""*`• 1 0.00 0.00 KITCHEN 01/14/2020 General lighting 1 100.00 100.00 Supplied wire and boxes.This price does not include the fixture or installation. 01/14/2020 Refrigerator HR 1 175.00 175.00 Includes outlet 01/14/2020 Range home run 1 500.00 500.00 6-3 romex wire supplied for 50 amp range with range cord and outlet. 01/14/2020 Dishwasher HR 1 175.00 175.00 Includes electrical connection to unit. 01/14/2020 General switching 1 100.00 100.00 Standard white toggle single pole switch supplied including wire and boxes.FOR EXTERIOR COVERED PORCH 01/14/2020 General outlets 4 100.00 400.00 Supplied wire,box,and tamper resistant duplex receptacle. 01/14/2020 Home run GFCI 2 195.00 390.00 Run directly from panel to power location,on a designated GFCI protected breaker.Price includes all labor and material. Custom Lighting of Suffolk Inc. P.O.Box 1698 Matiituck,NY 11952 PATE .,ACTIVITY. `.QTY 11ATE :AMOUNT 01/14/2020 ELECTRIC HOT WATER 1 350.00 350.00 HOOKUP OF 30 AMP UNIT-THIS IS NOT GOING TO BE THE UNIT SPECIFIED.RECOMMEND AO Smith ENLB-50 Electric 48 Gal. 450OW Residential Proline Lowboy Tank Water Heater ENLB-50- 4.5KW-240V-DA 01/14/2020 f'ffffff.f'""' 1 0.00 0.00 BATHROOM 01/14/2020 General lighting 2 100.00 200.00 Supplied wire and boxes.This price does not include the fixture or installation. 01/14/2020 Exhaust Fan with Light 1 450.00 450.00 Supply an Exhaust fan with light includes installation,wiring,and venting to the outdoors. 01/14/2020 General switching 2 100.00 200.00 Standard white toggle single pole switch supplied including wire and boxes. 01/14/2020 General outlets 1 100.00 100.00 Supplied wire,box,and tamper resistant duplex receptacle. 01/14/2020 Home run GFCI 1 195.00 195.00 Run directly from panel to power location,on a designated GFCI protected breaker. Price includes all labor and material. 01/14/2020 """"""'"' 1 0.00 0.00 MASTER BEDROOM 01114/2020 General lighting 1 100.00 100.00 Supplied wire and boxes.This price does not include the fixture or Installation. 01/14/2020 General outlets 3 100.00 300.00 Supplied wire,box,and tamper resistant duplex receptacle. 01/14/2020 General switching 1 100.00 100.00 Standard white toggle single pole switch supplied including wire and boxes. 01/14/2020 home run AF 1 185.00 185.00 Arch Fault breaker power supply as required by the new 2010 codes 01/14/2020 """""""" 1 0.00 0.00 BEDROOM 1 01/14/2020 General lighting 1 100.00 100.00 Supplied wire and boxes.This price does not include the fixture or installation. 01/14/2020 General outlets 3 100.00 300.00 Supplied wire,box,and tamper resistant duplex receptacle. 01/14/2020 General switching 1 100.00 100.00 Standard white toggle single pole switch supplied including wire and boxes. 01/14/2020 home run AF 1 185.00 185.00 Arch Fault breaker power supply as required by the new 2010 codes 01/14/2020 ffffffffHff►Iff 1 0.00 0.00 EXTERIOR 01/14/2020 General lighting OD 4 125.00 500.00 General outdoor lighting locations for sconces,or floods.Fixture sold separately. 01/14/2020 Generallighting'OD 3 125.00 375.00 General outdoor lighting locations for sconces,or floods.Fixture sold separately. 01/14/2020 Fixture budget 12 65.00 780.00 THIS IS A BUDGET TO INSTALL BASIC FIXTURES INSIDE AND OUTSIDE HOUSE.THIS IS UP TO 12 FIXTURES Estimate is Valid for 30 Days TOTAL ($7,645.00 Custom Lighting of Suffolk Inc. P.O.Box 1698 Mattituck,NY 11952 Accepted By Accepted Date Custom Lighting of Suffolk Inc. P.O.Box 1698 Mattituck,NY 11952 Hardy Plumbing, Heating & Air Conditioning Proposal 13520 RT 25 Mattituck, New York 11952 (631)298-8181 (Office) (631)298-8320 (Fax) OCTOBER 1 ST, 2019 JEREMY WALSH . 3460 CAMP MINEOLA RD MATTITUCK NY 11952 347-834-2757 JEREMYWALSHLAW@GMAIL.COM We hereby submit specifications and estimates for: WE PROPOSE TO FURNISH AND INSTALL NEW ROUGH PLUMBING FOR THE NEW BATHROOM AND KITCHEN. THIS PLUMBING WILL BE SET UP TO GO IN A NEW SLAB. ALL WORK IS TO BE TESTED BEFORE THE CONCRETE IS POURED. Contract P 50%deposit,50%due upon completion. Buyer agrees to 1.5%service charge on all accounts past due 30 days. Buyer also agrees to pay reasonable attorney's fees when unpaid balance is turned over for collection. Material is guaranteed to be as specified.All work to be complete In a Professional manner according to standard practices.Any Alteration or Deviation from above specifications involving extra Hardy authorized signature costs will become an extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond Note:This proposal may be Fur control.Owner to carry fire,tornado and other necessary withdrawn by us if not accepted insurance.Our workers are fully covered by Worker's Compensation within 30 days. insurance. Signature ACCEPTANCE OF PROPOSAL—the above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified.Payment will be made as Signature outlined above. Date of Acceptance: Home Depot Costs Material FOAMULAR 250 2 in.x 48 in.x 8 ft.R-10 Scored Squared Edge Insulation Sheathing FOAMULAR 1501 in.x 4 ft.x 8 ft.R-5 Scored Square Edge Rigid Foam Board Insulation Sheathing 23/32 in.x 4 ft.x 8 ft.RTD Sheathing Syp 1 gal.Platinum E1 Epoxy Floor Paint Leviton 15 Amp CO/ALR AC Quiet Toggle Switch,Ivory Leviton 15 Amp Tamper-Resistant Duplex Outlet,White(10-Pack) Leviton 15 Amp Self-Test SmartlockPro Slim Duplex GFCI Outlet,White Southwire 100 ft.12/2 Solid Romex SIMpull CU NM-13 W/G Wire Carlon 1-Gang 22 cu.in.New Work PVC Electrical Box Gardner Bender 1/2 in.Insulated Metal Staples in Yellow for NM Cables(100-Pack) Leviton 1-Gang Midway Duplex Outlet Nylon Wall Plate,White(10-Pack) 23/32 in.x 4 ft.x 8 ft.RTD Sheathing Syp JELD-WEN 32 in.x 80 in.9 Lite Primed Fiberglass Prehung Right-Hand Inswing Front Door TRUporte 36 in.x 84 in.Iron Age Grey K Design Solid Core Interior Composite Barn Door with Rustic Hardware Kit SBC 16 in.Maximum Natural Tone Eastern White Cedar Shingle Siding 125 sq.ft./Box) Andersen 35.5 in.x 56.5 In.200 Series Double Hung Wood Window with White Exterior Weather5hleld 2 in.x 4 In.x 8 ft.#2 Prime Ground Contact Pressure-Treated Lumber 2 in.x 4 in.x 96 In.Premium Kiln-Dried Whitewood Stud 23/32 in.x 4 ft.x 8 ft.RTD Sheathing Syp 2 in.x 10 ft.280-PSI Schedule 40 PVC DWV Plain End Pipe 4 in.x 10 ft.220-PSI PVC Sch.40 DWV Plain End Pipe Fittings Various Everbilt Twist and Close 1-1/2 in.Sch.40 White PVC Pipe Bath Waste and Overflow Drain in Chrome 2"PVC Fittings 4"PVC Fittings BrassCraft 1/2 in.Nominal Compression Inlet x 3/8 in.O.D.Compression Outlet 1/4-Turn Angle Valve Oatey Quadtro 2 in.Copper Sweat Washing Machine Outlet Box GLOBALFLEX 4 in.x 8 ft.Louvered Dryer Vent Kit with Guard Delta Classic 400 32 in.x 60 in.x 80 in.Standard Fit Bath and Shower Kit with Left-Hand Drain in White Glacier Bay 2-piece 11 GPF/1.6 GPF High Efficiency Dual Flush Complete Elongated Toilet in White,Seat Included NEXT by Danco Perfect Seal Toilet Wax Ring with Bolts BrassCraft 3/8 in.Compression x 1/2 in.FIP x 20 in.Braided Polymer Faucet Connector SAKRETE 80 Ib.Gray Concrete Mix Porter-Cable 2 in.x 18-Gauge Brad Nail(1000 per Box) Grip-Rite#8 x 3-1/2 in.16-Penny Bright Steel Smooth Shank Common Nails(30 lb.-Pack) R-30 EcoTouch PINK Kraft Faced Fiberglass Insulation Batt 16 in.x 48 In.(8-Bags) SKU SO SKU Unit Dimension # Price Cost 307101 192627 EA 48 24 $32.38 $777.12 10019625217 EA 4x8 24 $19.95 $478.80 166103 EA 4x8 24 $25.18 $604.32 307541 EA 400 sq' 3 $63.99 $191.97 Model#R51-02651-021 EA 10 $3.28 $32.80 Model# M22-T5320-WMP EA 2 $10.50 $21.00 Model# R02-GFNTI-OKW EA 5 $17.46 $87.30 Model# 28828228 EA 4 $40.77 $163.08 Model# B122A-UPC EA 40 $0.53 $21.20 Model# MDI-150Y EA 3 $2.29 $6.87 Model# M52-OOPJB-OWM EA 4 $4.20 $16.80 166103 EA 48 10 $25.18 $251.80 Model# F63078 EA 1 $217.00 $217.00 Model# BD052WO11A11AG36084 EA 3 $399.00 $1,197.00 Model# EHD0810298 EA 1 $116.98 $116.98 Model# DH3049 EA 1 $298.00 $298.00 Model# 253920 EA 6 $4.57 $27.42 Model# 161640 EA 64 $2.66 $170.24 166103 EA 48 25 $25.18 $629.50 Model# 531137 EA 10 $7.09 $70.90 Model# 531103 EA 2 $22.93 $45.86 EA $0.00 Model# WO-3-CR-TC EA 1 $30.78 $30.78 EA 20 $1.18 $23.60 EA 5 $2.55 $12.75 Model# G2CR19X C1 EA 5 $8.97 $44.85 Model# 38529 EA 1 $34.98 $34.98 Model# Global007 EA 1 $12.58 $12.58 Model# BVS400L EA 1 $549.00 $549.00 Model# N2316 EA 1 $94.00 $94.00 Model# 10826X EA 1 $9.97 $9.97 Model# Bl-20A F EA 8 $5.98 $47.84 Model# 65200390 EA 167 $3.19 $532.73 Model# PBN18200-1 EA 2 $6.57 $13.14 Model# 16C3013K EA 2 $37.74 $75.48 Model#BF70 EA 1 $568.00 $568.00 C$7,47-9D.66 Description Where it is being used Note Walls first floor 81 Walls first floor 81 Walls first floor 81 Floor Coating over concrete 10 Exisitng over head lights Outlets every 6' 4 Kitchen 1 Bath Wire for various outlets New work electrical boxes Staples to secure electrical Covers for various outlets Ceiling in Front 240 sp' Bathroom door 2 Bedroom and Bath Interior Various repairs on siding One window replacement Stud on concrete floor Interior walls Interior walls 2"pipe for Kitchen and bath 4'pipe Main waste ext bath waste Fittings needed for waste toilet sink(2) Washing machine valve Dryer vent kit Tub Toilet all fixtures final floor wall nails Framing nails Ceiling insulation FGIVEN ASSOCIATES REAL ESTATE APPRAISERS AND CONSULTANTS March 9, 2020 Mr. and Mrs. Jeremy Walsh 1100 Franklin Avenue, Suite 305 Garden City, NY 11530 tara.walsh@bhgliving.com Re:. Appraisal of Real Property located 3460.Camp Mineola Road, Mattituck, NY Estimated contributory value of house only File#2019555 Dear Mr. and Mrs. Walsh: As requested, I have.examined our file on the above captioned property for the purpose of offering my estimate of the contributory value of the house without the contributory value of the detached garage/studio, as of July 26, 2019, the date of inspection, to fulfill a request by the'Town'of Southold regarding renovation. A review of our previously prepared appraisal indicated that as a result of.the appraisal and analysis, it was our opinion that the estimated current market value of said property, as of July 26, 2019, is as follows: Land $225,000.00 Improvements $100.000.00 Total $325,0.00.00 On pages 17 and 18, we ascribed a contributory value of the existing, detached studio to be $25,000.00. This would indicate that our opinioin of the estimated, contribution value of the house can be calculated as follows: Total estimated value of improvements (as noted above) $100,000.00 Less estimated-contributory value of the detached garage/studio $ 25.000.00 Estimated contributory value of the house $ 75,000.00 This letter is in response to a specific question, please see our appraisal report dated September 25, 2019 for a description.of the subject and the valuation process. 5388 ROUTE 25A,CALVERTON,NY 11933(631)360-3474 FAX(631)360-3622 www.q iyenassociates.com Jeremy and Tara Walsh March 9, 2020 Should you have any questions or like to discuss this matter, please contact us at your convenience. Thank you for the,opportunity to serve in this capacity. Respectfully submitted, (�� GIVEN ASSOCIATES, L C Lorraine Crowder Hughes NY State Certified Residential Real Estate Appraiser#45-38219 2 P-GIVEN A S S 0 C I A T E S APPRAISAL REPORT OF REAL PROPERTY LOCATED r7-3 3460 CAMP MINEOLA ROAD -p 2 6 MATTITUC K, NEW YORK.11952 -re T-7 I- REPUTED OWNER: JEREMY AND TARA WALSH PREPARED, FOR JEREMY ANOTAIRA WALSH VALUATION DATE: JULY 26, 2019 DATE OF REPORT: SEPTEMBER 25', 2019 SUFFOLK COUNTY TAX MAP# 1000-123-5-12 FILE#2019555 A 8 S 0 C I A T E S IEN A S S 0 G I A T E S REAL ESTATE APPRAISERS AND CONSULTANTS September 25, 2019 Mr, and Mrs. Jeremy Walsh 1100 Franklin,Avenue; Suite 305 Garden City, N.Y 115.30 Re: Appraisal of Real Property located 3460 Camp Mineola Road, Mattituck, NY 11952 File#2019505 Dear Mr. and,Mrs. Walsh: ► As requested, we have conducted an inspection of the above property and gathered data on.the same for the purpose of estimating the current market value of the subject, as.of July 26, 2019, the date of inspection, to f0fill a request by tile Townof' Southold regarding.renovation; The:sdbjecf consists of a 0.23± acre parcel of residentially zoned land.. The parcel is improved'with a one story, cottage style, single family residence of frame construction and a detached/studio of frame construction. Both buildings are in a.state of renovation as ofthe date fo inspection. As a result of the appraisal and analysis, it is our opinion that the estimated current market value of said property, as of July 26, 2019, is as follows: Ladd $225,000.00 Improvements $100,000.00 Total $325,000.00 The estimated exposure time, i.e., the estimated length of time the subject property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal, is 1 to 6 months. The property was appraised as a whole, owned in fee simple and unencumbered, subject to contingent and limiting conditions outlined herein. This report is a summary of our research and analysis to date and incorporates additional written analysis and memoranda contained in our files. 5388 ROUTE 25A,CALVERTON,NY 1 1933(631)360-3474 FAX(631)360-3622 www.qivenassociAtes.corn 7 Jeremy and Tara Walsh September 25, 2019 Should you have any questions or like to discuss,this matter, please contact us at your convenience. Thank you for the opportunity to serve in this capacity. Respectfully submitted, GIVEN ASSOCIAT S, LLC Lorraine Crowder Hughes NY State Certified Residential # Real Estate Appraise r'#45-3,821:9 GIV N ASSOCIAT " , LLC oan Hughes* ughes g NY State Certified Residential Real Estate.Appraiser##45=48380 5 i z GIVEN 0.5 5 9 C I A i E 5 ASSUMPTIONS AND LIMITING CONDITIONS 1. The appraisers will not be required to give testimony or appear in court because of having made this appraisal, unless arrangements have been previously made. 2. Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person other than the party to whom it is addressed., without the written consent of the appraiser, and in the event only with proper written qualification and only in its entirety. 3. The distribution of the total valuation in this report between land and improvements.if any, applies only under the reported highest and best use of the property. The allocations of valuefor land and improvements-must not be used in conjunction with any other appraisal, and are invalid if so used. 4. Disclosure of the contents of this.report is governed by the By-Laws and Regulations of the Appraisal Institute. Neither all nor any part of the contents of this report, or copy thereof, shall be conveyed to the public through.advertising; public relations;.news, sales, or.any other media without written consent and approval of the appraiser, Nor shall the appraiser; firm, orprofessional i organization of which the appraiser is a member be identified without written consent of the appraiser. 5. No environmental impact studies were either requested,or made in conjunction e with this appraisal report. The appraiser, thereby, reserves the right to alter, i amend, revise, or rescind any of the value opinions based upon any subsequent environmental impact studies, research or investigation. I 6. The legal description used in this report is assumed to be correct, but may not necessarily have been confirmed by survey. No responsibility is assumed in connection with a survey or for encroachments or overlapping or other discrepancies that might be revealed thereby. Any sketches included in the report are only for the purpose of aiding the reader in visualizing the property and are not necessarily a result of a survey. 7. No responsibility is assumed for.an opinion of legal nature, such as to ownership f of the property or condition of title. 8. The appraiser assumes the title to the property is marketable; that, unless stated to the contrary, the property is appraised as an unencumbered fee which is not used in violation of acceptable ordinances, statutes or other governmental regulations. 3 GIVEN A S S 0 C I A 1 f S L i I ASSUMPTIONS AND LIMITING CONDITIONS (CONTINUED) 9. Information, estimates, and opinions furnished the appraiser and contained in the report, were obtained from sources considered reliable and believed to be true and correct. However, no responsibility for accuracy of such items furnished the appraiser can be assumed by the appraiser. 10. All mortgages; liens, encumbrances, leases, and servitude have been disregarded unless to specified within the report. The property is appraised as though under responsible ownership and competent management. 11. It is assumed.that there are no hidden or unapparent conditions of the property; subsoil, or structures,which would render it more or less valuable._ No ,responsibility-is assumed for such conditions or for engineering which may be required to discover'such factors. 12. The existence of potentially hazardous material and/or toxic waste used:in the construction or maintenance of the improvements, if'applicable, which may or A may not be present, was not observed. by the appraiser. The appraiser does not Have any"knowledge of the existence of such materials in or. on the property, as we-are not qualified to detect such substances. The existence of'asbestos,toxic F waste, or similar hazardous materials is likely to have an advers&effect on the value of fhb:subject property, VV.e recommend that the client retain an expert in this field, if desired. 13. It.is assumed that there is full compliance with all applicable federal; state, and local environmental regulations and laws, unless noncompliance is stated, defined, and considered in the appraisal report. i 14: It is assumed that all applicable zoning and use regulations and restrictions have been complied with; unless a nonconformity has been stated, defined, and I considered in the appraisal report. i 15: It is assumed that all required licenses, consents, or other legislative or administrative authority from any local, state, or national governmental or private entity or organization have been or can be obtained or renewed for any use on which the value estimate contained in this report is based. 16. It is assumed that the utilization of land and improvement, if applicable, is within the boundaries or property lines of the property described, and that there is no encroachment or trespass unless noted within the report. GIVEN A 5 5 0 C I A T E 5 ASSUMPTIONS AND LIMITING CONDITIONS (CONTINUED) 17. It is assumed that the information relating to the location,of or existence of public utilities that has been obtained through a verbal inquiry from the appropriate utility authority, or has been ascertained from visual evidence is correct. No warranty has been made regarding the exact location or capacities of public utility systems, 18. The proposed improvements if any•are.assumed to be completed in a good workmanlike manner in accordance with the submitted plans and,specifications, 19.. The,Americans with Disabilities Act(ADA) became effective January 26, 1992. The appraiser has not made a,specific compliance survey and analysis of this property to determine whether or not it.is in conformity with the various detailed requirements of the ADA. It is possible that a compliance survey.of the property, together with a detailed analysis of the requirements-of the ADA, could reveal that the property is not in compliance with one.or more of the requirements of the ! .Act. If so, this fact could have a negative effect upon the property.value. Since. the appraiser has:no direct evidence relating:to this:issue, possible noncompliance with the requirements of'ADA in,estimating the value of the i property has not been considered. k 20, Acceptance of and/or use of this appraisal report constitutes acceptancer of the foregoing General Underlying Assumptions,and General Limiting.'Conditions.. The appraisers' duties, pursuant to the employment to-ma.ke the appraisal, are complete upon delivery and acceptance bf the appraisal report. However, any corrections or errors should be called to the,attention of the appraiser within 60 days of the delivery of the report, 21. Unless otherwise noted in this appraisal report, no consideration in the valuation process has been given to sub-surface rights such as minerals, oil, water, etc. that may be found on the property. 22. The appraisers reserve the right to alter opinions of'value contained in this appraisal on the basis of information withheld or not discovered in the normal course of a diligent investigation. 5 GIVEN A S S O C I A T E S CERTIFICATION We certify that, to the.best of our knowledge and belief: The statements of'fact contained in this report are true and correct. Lorraine Crowder Hughes made a physical inspection of the property that is the subject of this report and a field inspection of the comparable sales analyzed. I No,one other than the persons signing this report provided significant real estate appraisal assistance in the preparation of this report: We have not performed.any services, as an.appraiser or in any other capacity regarding the property that:is the subject of this report, within the three year period: preceding acceptance of'this assignment. i s z The reported analyses, opinions, and conclusions are limited ohly'by the reported General Assumptions and Limiting:Conditions, and are our personal, unbiased professional analyses, opinions and conclusions, i We have no present or prospective interest in the.property that is the subject of this report. We have no personal interest or bias with respect to the parties involved. i Our compensation is not contingent on an action or event resulting from the I analyses, opinion,, or conclusions'in, or in the use of,this report. Our analyses, opinion, and conclusions were developed, and this report has been prepared, in conformity with all USPAP�(Uniform Standards of Professional Appraisal Practice) requirements. We have extensive experience in the appraisal of similar properties. Based upon the factors.developed in this report and the exercise of our professional judgment, it is our opinion that the estimated, current market value of the subject, as of July 26, 2019, is: THREE HUNDRED TWENTY FIVE THOUSAND ($325,000.00) DOLLARS i 14 GIVENASSO�IT�S, LCG �EN ASSOCIA S, LLC Lorraine Crowder Hughes Joan Hughes NY State Certified Residential' NY State Certified Residential Real Estate Appraiser#45-38219 Real Estate Appraiser#45-48380 GIVEN A S S O C I A T E S SCOPE OF THE APPRAISAL This summary report has been prepared by Given Associates, LLC for the purpose of estimating the current market value of the subject, as of July 26, 2019, the date of inspection, for-the use and information of Jeremy and Tara Walsh, reputed owners, for assistance in fulfilling a requirement of the Town of Southold regarding reconstruction. Use of this report for any other purpose is not intended by the appraisers. _ The scope of this appraisal assignment included making ani inspection of the property, determining, collecting and confirming the necessary and pertinent market p data needed,to report our conclusions, analyzing the data and reporting these findings in a logical manner. E The Suffolk County Tax Map, Southold Town Records and a survey by Smith, Jung &Gillis were.relied upon for land sizes and other factual data. Information pertaining to the real estate taxes and assessment was obtained from the Town of I Southold via the internet southoldtownny.gov. Zoning information was obtained from. I the internet via ordinanace.com 4 In analyzing the Highest and Best Use of the subject, we researched the market i with a number of local real.estate brokers and appraisers. Market research covered transactions over the last several years in Mattituck and the surrounding,waterfront d communities deemed comparable to the subject. The subject property consists of a parcel of land, having an area of 0.23±acre, i improved with a. sirigle family cottage of frame construction. The,land is.zoned R-40 Residence; which allows a residential use on a minimum lot size.of 40,000 sf. The Appraisal Problem is to estimate the Highest and Best Use of the subject and to then estimate its market value, in accordance with its Highest and Best Use. In estimating the value of the subject, we will use the Sales Comparison Approach. The subject's improvements are not new and are not considered to be.a specialty; therefore, we have not used the Cost Approach to Value. Single family homes are not normally bought and sold at prices that reflect their ability to generate a net income; lacking ! sufficient.data, we have not used the Income Approach to Value. The appraisers lack the knowledge and experience with respect to the detection ! and measurement of hazardous substances. Therefore, this assignment does not address the presence or absence of such substances, as discussed in the Assumptions and Limiting Conditions section. However, any visual or obviously known hazardous substances affecting the property will be reported and an indication of its impact on value will be discussed. The appraisers have completed numerous appraisals of single family dwellings in Suffolk County during the last thirty five years. GIVEN A S S O C I A T E S DEFINITION OF MARKET VALUE. Market Value,is defined'in the Appraisal Institute's 2015 Edition of the Dictionary of Real Estate Appraisal (0 edition) as"'The,most probable price,as.of a specific date, in cash, or in terms equivalent to cash, or in other precisely revealed terms, for-which the specified property tights should,sell cifter.Ajasonableexpo§.Qre in a competitive market under all conditions requisite to a fair sale, with the buyer and'seller each acting, prudently, knowledgeably, and fbr;self-interest, and assuming thatneither is under undue duress."' DEFINITION OF PROPERTY RIGHTS APPRAISED The appraisers will-be.estirnating the current market value for a parcel-owned in fee simple: Fee simple estate is defined in the Appraisal'Institute's 2Q15 Edition:,of the. Dictionary of Real EstateApprpi al s (6th p Unendi:edition) as 'Absolute ownership' Umb6tbd � r by any other'interest or estate, subject only to the-fithihlfibns-imposed by the governmental powers of taxation, eminent domain,police power andescheat." LEGAL DESCRIPTION The subject is i0drifif6ed.bn the Suffolk:County Tax.Map 6s.District 1.00, Section 123, Blocks, Lot 12. 'We have includeda copy of the tax Ma' showing.the subject, in .p the Addenda to this report. OWNERSHIP, SALES HISTORY AND OCCUPANCY Our research indicates-that the current owners df.record are Jeremy and Tara Walsh, who acquired title by deed, dated June 24, 2016, recorded'in-the Suffolk County Clerk's Office in Liber 12869, Page 968 on.July 1, 2016. Indicated consideration is $260,000.00, The grantor(Aaron Roy Phinney) in the above transaction acquired the subject by deed, dated July 24, 2013, recorded in the Suffolk County Clerk's Office in Liber 12739, Page 944 on August 12, 2013. The subject is not currently occupied, due to renovation. RGIVEN 8 A 5 5,0 C I A 1 E 5 NEIGHBORHOOD DESCRIPTION The subject is iodated in the unincorporated hamlet of Mattituck, Town of ,Southold, County of Suffolk, State of New York. Mattituck is an established community with busine8sesond'serVice&located primarily along.the Major roads and in the surrounding-communities. The subject is within the Mattituck=Cutchogue'School District.. The subject's im-rhediatearea consists primarily of single'family dwellings, which vary in age', size and style. The immediate-neighborhood is bounded on the nofth,by New Suffolk Avenue; on,the past byMatttiuck:Airport; on the-south by:the Great Peconic Bay;,and on the.West by Main Road (NYS Route 25). A private beach club is located to the west of the subject. The majority of the houses inthis area are occupied on a.seasonal basis by owners whose primary residence is elsewhere; however,, please note that.the community is capable of supporting year round rOsidehcy. The-popplatiph of this community swells,in the turhM6t. As of this writing thqt60re 41 single family houses for sale (1 is bank owned, as a result,of foreclosure) in Mattituck.With the Multiple.- Listing Service r of Ldhg Is.land,,Inc. These listings. range from $26:5;000 00` 1 :bedroom, I bathroom, Cottagestyle, single.familyhouse,t6,s.t2jmo,oQo.,oQ for a 7 bedroom,,.8,bAthroom, two story house on a 57'=6'10t. As a comparison, there were 67 homers sold [1 was considered a.short sale, needing 310 party(lender) approval:8nd 3 Were foreclosures)within the same paramete.rs.for the.previous.year. The subject enjoys reasonably bly convenient access to Support services and area amenities, which include schools,.houses-of worship, shopping,(local and regional areas), parks, beaches., marinas and.public transportation. LAND DESCRIPTION The subject is a rectangular shaped parcel of land having 1'00±' of road frontage on the westerly side of Camp Mineoa,Road;;a depth of 100±'; 1,00± of road frontage on the easterly'side of a Fay Court(30' Right Of Way)'; and contains in total area 10,000± sf or 0.23±acre. The subject has generally level topography and.is at or near road grade. Utilities (electric, water, telephone and cable). Sewage disposal is via on site cesspools, a factor common in the area. Camp Mineola Road is an asphalt paved roadway with above ground electric and Fay Court is an asphalt paved 30' Right Of Way.. RG I V E N 9 A S S 0 C I A I E S BUILDING IMPROVEMENTS The property is improved with a one story, 972±sf. single family cottage of frame. construction with a detached 560±sf. studio. Both buildings,have been gutted:and are in the process.of being renovated. The main.cottage is on a concrete foundation with wood shingle exterior and an asphalt shingle roof. There is*a fireplace and 100 amp electric service. poured.concrete patio, stone driveway and average landscaping. The studio building is also on a concrete-foundation with wood exterior shingle and an asphalyt shingle roof. Neither building is,habitable at this time. ZONING The subject is zoned.R-40 Residence by the Town of Southampton, which permits.a single family residential use on lots having a minimum area,of .40,0.00 sf. The immediate neighborhood is residential. ASSESSED VALUE/TAXES The property is assessed by the Town of Southold, for the 2018/20.19 tax year, as follows: LAND $ 800..00 . i IMPROVEMENTS2 3$ 00.00 TOTAL $3,100.00 F The true real estate taxes for the 2018/2019 tax year are $4,390.17. There are no exemptions on this property. ' ,o GIVEN A S S O C I A T E S HIGHEST AND BEST USE Highest and Best Use is defined in the Appraisal Institute's 2015 Edition of the Dictionary of Real Estate Appraisal.(6th edition) as "The highest and most profitable use for which the property is adaptable and needed or likely to be needed in the reasonable near future." In estimating the subject's Highest and Best Use, we have considered: 1. The property has a usable shape, size and topography. 2. The land is zoned fora residential use. 3. The subject has access to a residential street. 4. Currently, demand exists for residential properties in the'subject area. s .After considering all of the above, we:conclude the Highest and Best Use of the land is to be developed for a residential luse. We further feel thatthe existing improvements are indicative of this use,:by design. VALUATION I i In estimating the value of the subject, we will utilize only the;Sales.Comparison Approach. The subject's improvements are-notr new and are not considered to be a specialty, therefore, we have not used the Cost Approach to Value. Single family 1 E homes (even seasonal residences) aremt normally bought and sold at prices that reflect their ability to generate,a net income, therefore, we have not used the Income Approach to Value. i SALES COMPARISON APPROACH i 4 r In the Sales Comparison Approach„a market search is conducted, for the purpose of finding sales of property similar to the subject which, after adjustments-for any differences, would indicate a value for the subject. We have also researched the market to find houses considered comparable to the subject, which are currently available for sale. We have analyzed a number of sales and listings within the subject neighborhood, from which we have selected three (3) closed sales and one (1) sale currently in contract for analysis. We include next the major details on these four (4) sales, along with our analysis of each, followed by a summary grid of adjustments: „ GIVEN ASS0CIAres Location Map Borrower Property Address 3460 Camp Mineola Rd City Mattituck County State NY Zip Code _11952 lender/Client a la mode, inc:... WateVille Shore Acres`°,".% V411 lvlaftili ck S 4, D MattitUck- COMPARABLE No. 4.45 E3ay Aye ro D 0.64 miles NW MattItuck Aviatfoii Airport COMPARA7, BLE No.4. 0 Slasbee Rd 0.63 miles*W 3460 Camp Mineola R 5,J—, f COMPARABLE No.3 188D§Igsbee Rd 0.62.miles W COMPARABLE No-2 nle"�,f". I--, 298 0 Sigsb �ee Rd 0.60 miles S,W 4 W .Z7 A— 4^9" 1 4 hy . v HERE. 12 IFeF A S S 0 G I A i r s Form MAP LTIOC-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE SALE#1 t -a--•'•��Sie>p..- `°, • IgA .�^:; -&-C- a"' ea:4b.p, yi' rim" E •,.'.::.�S..Ysi r "T-est'.. :j Y t 3{^r��e`Z;(•'- �°:' i!`Lyra"'. . S t LOCATION 445 Bay-Avenue, Mattituck, NY 1:1952 J S.G TAX MAP# 1000-143-4-1 E 1 SALE DATE : May 14, 2019 CONTRACT DATE : March 28, 2019 i SALE PRICE : $.465,000.00 MULTIPLE LISTING # : 3018099 Y COMMENTS AND ANALYSIS 1 This is a sale of a 119± year old, 3 bedroom, 1'/ bathroom, Farmhouse style, single family house, having a total of 8 rooms on a 0.25±acre lot. Amenities include a 3 partial size, unfinished basement, outdoor shower and a detached, one car garage. At the time of sale this house was in livable condition. Adjustments have been made to s this sale to reflect differences in comparison to the subject, as of the date sale. This sale is judged to be superior in condition in comparison to the subject, at the time of sale. Sale has a larger size house (based on gross living area), but has a similar size plot, compared to the subject. Sale is judged to have a reasonably comparable location, as it is located further from the bay within the same general area and school district as the subject. i l3 GIVEN A S S O G I A I C S I F' SALE#2 f LOCATION 2980 Sigsbee Road,;Maltitack; NY 11952 S.0 TAX MAP# : 1000-126-5=17 SALE DATE ; September 27, 2018 CONTRACT DATE August 10,.2018 SALE PRICE : $612,500:00 MULTIPLE:LISTING # : 3050335 COMMENTS AND ANALYSIS This is a sale of an 87±year old,2 bedroom, 1 bathroom; Cottage style, single family house, having a total of 4 rooms on a.0.25±acre lot. This house does not have a basement or a garage. At the time of sale this house was in livable condition. Adjustments have been made to this sale to reflect:differences in comparison to the subject, as of the date sale; This sale is judged to be superior in overall condition in comparison to the subject, at the time of'sale. Sale has a similar size house(based on gross living area) and has a similar size plot, compared'to the subject. Sale is judged to have a superior site location, as it is located close to the bay and enjoys an unobstructed waterview within the same general area and school district as the subject. ,� -GIVEN A„ 5 0 G I A 1 G 5 I 2 ' 1 t SALE#3 f E I :FS } 3 a if! t Fes. ,.�T?�,:eo;•Aware� �.*�kA'`ti3: .(Ft`Sf•�"`�:•s,>etg��„�ai,,, :y. ' s � Std' t� Sa. -.t fz�-b'^4'fl>•'� �.xi;• � f i ° Y �p4L u9 � -I d�-.7°'tze j^t`f'D�'r,�f;�;1i�>`' h�°S *Y✓.'a ��smr.`'H��,.�'•c�{1,e;�'t"3:,..a`•'°'6L'S Yp�et1j $ c`=s '°^ -�"'r" 4M .'.i',y`•`ay`.Ca „(f, dy.yY,+'.4 �`.Y�-"',,,4 d ON- LOCATION l 1880 Sigsbee Road,Vattituck, NY 11952 S'.0 TAX MAP# : 1000-144-1-13 i SALE DATE October 5,20:17 CONTRACT DATE : August 27, 2017 S SALE PRICE - $440,000.00 MULTIPLE LISTING # : 2968014 COMMENTS-AND ANALYSIS r This is a sale of-a 56±year old, 2 bedroom, 1 bathroom, Cottage style, single family house, having a total of 4 rooms on a 0.17± acre lot. Amenities include a cewntral air conditioning system. This house does not have a basement or a garage. At the time.of sale this house, had been completely renovated. Adjustments have been ' made to this sale to reflect differences in comparison to the subject, as of the date sale. This sale is judged to be superior in condition in comparison to the subject, at the'time E of sale. Sale has a smaller size house (based on gross living area) and has a smaller size plot, compared to the subject. Sale is judged to have a reasonably comparable location within the same general area and school district as the subject F ,s RGIVEN M1 S 5 O C I A T F S SALE'#4 e LOCATION 1790 Sigsbee Road,,Mattituck, NY 11952, S.0 TAX MAP# : 1000.144-4-1.1 SALE DATE :.Pending CONTRACT DATE April 30,2019 ' LIST PRICE : $399,000.00 MULTIPLE LISTING # 31.20343'. COMMENTS AND ANALYSIS This is a sale of a 64±year old, 3 bedroom, 1 bathroom, Cottage-style; single family house, having a total of 6 rooms on a 0.16± acre lot. Amenities include a,full size.,.unfinished basement. This house does not have a garage, At the time of sale this -house was in livable condition. Adjustments have been made to this-sale to,reflect differences in'comparison to`the-subject, as of the date sale. This`sale.is judged to be superior.in overall condition in comparison to the subject, at the time of sale. Sale has a similar size house (based on gross living area), but has a smaller size.plot; compared to the subject. Sale is judged to have a reasonably comparable location within the.same general area and school district as the subject. This house is currently in contract. Based on information gathered during sale verification, we have applied a downward adjustment of$25,000.00 to the list price to reflect the difference from the list price to the probable sale price, which.is subject to change at the time of closing. There is no actual sale price until closing. G I V E N 16 A s s t, i A i Clienti::,._` ':;� '"" ::% `:CllentFlle#,'c�::.•; . ' I Su6JectProperty:._: ;-,:;13460 Camp Mineola Rd, Mattituck, NY 11952 1.Adarall al lie#: 2019555 ITEM SUBJECT COMPARISON 1 COMPARISON 2. COMPARISON 3 Address 3460 Camp Mineola Rd 445 Bay Ave 2980 Sigsbee Rd 1880 Sigsbee Rd Mattituck,NY 11952 Mattituck,NY,11952 Mattituck,NY 11952 Mattituck,NY 11952 Proximity to Subj 10.64 miles NW 0.60 miles SW 0.62 miles W Data Source/ :' 'MLS#3018099 MLS#3,030335 MLS#2958014 Verification Original List Price $ $ 525,00.0 $ 649,000_.: $ 450,000 Final List Price $ $ 479,000 $ 649,000 $ 425,000 Sale Price q $ 65 000. $ 612,500 440,000 $ Sale o ° Price G of Original List st 9 88.6 I° 94"4% 97: % 8 Sale ai Price°°of Final List t 97.1 7. % 94.4% 103.5% Closing.Date 5/14/2019 9/27/2018 10/05/17 Das On Market 356 87 33 Price/Gross Living Area $ _ $ 387.50;: ; :i; '.>-:. $ 612:50 ~;; • $ 550.00 DESCRIPTION DESCRIPTION +O Adjustment DESCRIPTION +(-)Adjustment DESCRIPTION +(-)Adjustment Financing,Type Unknown Conv:mtg Conv.mtg Concessions None known None know_n None known Contract Date 7/26%2019 3/28/2019 0 8/10/2018 +18,400 812711.7 +26,400 Location Mait-Cutch.SO Matt=Cutch:SD Matt-Cutch.SO Matt-Cutch.SD Site Size 0.23±acre. 0.25±acre 0 0.25±acre 0 0.171 acre +6,000 Site Views/Appeal ry /Good Typ/Inferior +10,000 Superior 153,125 Typ/Good Design.and Appeal Cottage/Avg Farmhouse/Avg Cottage/Avg Cottage/Avg Quality of Consiruction Average Average Average Superior -22,000 Age 79±yrs . 119±yrs 87±yrs 541 yrs Condition Needs finish Average. -46,500 Superior -30;625 Avera a -44,000 Above Grade Bedrooms B;edrobms'. _ Betltoorns 3 Bedro6ms:' 2 Bedrooms: 2 Above.Grade Baths 8" '.ss;. - Baths`;;: •" J . 1:5 =10;000 POC'.. 1 -5,000 Bath's._" ' 1.0 -5,000 Grass Living Area 972 Sq.Ft. -1,200 Sq,Ft, -11;4001 1,000 Sq.Ft. -1,400 800 Sq.Ft. +81600 Below Grade Area Crawl space Partial 5,000 Crawl Crawl Below Grade Finish N/A Unfinished N/A N/A Other Area Detached studio. None +25,000 None: +25,000 None +25,000 Functional Utility Avg.by design Livability -97,0001 Livability -122,500 Livability -88,000 Heating/Cooling None GFHW/None -2,500 GFHW/None -2,500 GFHW/CAC -7,500 Car Storage• None 1 car detached -10,000 None. None Net Adjustment(total) ❑+ $ -147,4bo + ®-- $ -271,750 $ -100,500 Net Adj. 31.7% Net Adj. 44.4% Net Adj. 22.8% Adjusted Sale Price Grass Adj. 46.8%$ 317,600 Gross Adj. 58.5%$ 340,750 Gross Adj. 52.8%$ 339,500 Prior Transfer Last sale 7/30/2016 No rec.,sale within last 3 years No rec,sale within last 3 years 1/13/15;$289,900 History 1$260,000.00 912/10;related parties Comments and reconciliation of the sales comparison approach: See additional sales and comments on following page. Positive adjustments have been applied to the individual sales to reflect market reaction to inferior factors/amenities in comparison to the subject. Conversely,negative adjustments have been applied to the individual sales to reflect market reaction to superior factors/amenities in comparison to the subject. Our research indicates that property values in this area have been increasing in the relative past and we have adjusted the sales upward at the rate of 3%annual(rounded)for 2017 through 2019. Lot size adjustments have been calculated at the rate of$100,000.00 per acre for excess land. Age and condition adjmts.have been combined and are based on data supplied by the Multiple Listing Service cf Long Island,Inc. Room count differences are included in gross living area adjustments. Indication of Value by Sales Comparison Approach $ 325,000 'NOTICE: The Appraisal Institute publishes this form for use by appraisers where the appraiser deems use of the form appropriate, Depending on the assignment, the appraiser may need to provide additional data, analysis and work product not called for in this form. The Appraisal Institute makes no representations, warranties or guarantees as to, and assumes no responsibility for, the data, analysis or work product, or third party certifications, ve" ioppea��--�a s, c s, indexes, or valuation tools, used or provided by the individual appraiseYs) or others in the speclilc contents of the AI Reports®. a'UI-75 $ra�port - Residentiai� Appraisal Institute 2017, All Rights Reserved 17 V 1 Y June 2017 AssnciATcs Form All 005B-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE ADDITIONAL COMPARABLE SALES $uli ect:Property; ;.. 34.60 Camp Mineola Rd,,Mattituck,NY 11952 A)ipralsal Fqe:#:. 2019555 ITEM SUBJECT COMPARISON 4 COMPARISON 5 COMPARISON 6 Address 3460 Camp Mineola Rd 1790 Sigsbee Rd Maftituck,NY 11952 Mattifack,NY 11952 Proximity'to Subject 0,63 miles W Data Source/ 'MLS#3120343 Verification Original List Price $ $ 399,000 $ $ Final List Price $ $ 399,000 Sale Price. Sale Price/ o 1 orig in al List Y =r 1000% Sale Price a�of List $ 99000 : °k Closing Date PENDING Days On Market 12 Price/Gross Living Area $ $ 420.00LI. $ $ DESCRIPTION DESCRIPTION +(-)Adigstment DESCRIPTION ,+(-)Adjustmentl DESCRIPTION +(-)Adjustment Financing Type_ Unknown Concessions LP-SP adi -25,000 Contract Date 7/26/2019 4/30/2019 Location Matt Cutch.SD Matt-Cutch.SD. Site Size 0.2U acre 0.16:acre +7,000 Site Views/Appeal Typ/Good Typ/Good Design,andAppeal' Cottage/Avg Cottage/Avg Quality of Construction Average lAverage Age. 79t yrs 64t yrs Condition Needs finish Superior -13,750 Above Grade•Bedrooms. BWgtns _ Bedill;ooms 1 31.001ooriiseedroirns Above Grade Baths t3attjs; i= _ 6atCi& 1 -5,0001W` .., ... Gross Living Area 972 S .Ft.1 950 Sq.Ft. 0 Sq.R. SO.R. Below Grade Area lCrziwlspace IfFull size, -5,000 Below Grade Finish N/A Unfinished Other Living Area Detached studio None +25,000 Functional Utility. € vg.by design Livability -75,000 Heating/Cooling INone OFHW/Units -2,500. Car Storage None None Net Adjustment(total + — $ -94,250 ❑+ ❑— $ Net Ad). 23.6% Net Adj. % Net Adj. Adjusted Sale Price Gross Adj. 39.7%$ 304,750 Gross Adj. %$ Gross Adj. %$ Prior Transfer ILast sale 7/30/2016 2012,related parties History 1$260,000.00 Comments: See comments on previous page. Gross living area adjustments have been applied at the rate of$50.00 per sf of difference. Sale 4 is currently in contract. The above noted"sale price"which is based on information discovered during sale verification with the real estate agent involved in the sale,is actually a probable sale price,as there is no actual sale price until closing. After considering each of the sales,their similiarities and differences in comparison to the subject and all known factors which have an effect on value, it is my opinion that the estimated,current market value of the subject,as of July 26,2019, via the Sales Comparison Approach,can best be expressed as being in a range from a low of$305,000.00 to a high of$340,000.00 from which we have selected$325,000.00. "NOTICE: The Appraisal Institute publishes this form for use by appraisers where the appraiser deems use of the form appropriate. Depending on the assignment, the appraiser may need to provide additional data, analysis and work product not called for in this form. The Appraisal Institute makes no representations, warranties or guarantees as to, and assumes no responsibility for, the data, analysis or work product, or third party certifications, ver o a c" s,NG s, indexes, or valuation tools, used or provided by the individual appraiser(s) or others in the specific contents of the Al Reports®. Jp rai a eport - ResidentialO Appraisal Institute 2017, All Rights Reserved June 2017 A s s ° c i A r E s Form A110058.(AC)-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE SALES COMPARISON-APPROACH (CONTINUED) in addition to estimating the value of the subject property,,we have been asked to estimate the value-of the subject land. Therefore a market search has conducted, for ,the purpose of finding sales of,Vacant-land similar to the subject:which, after adjustments for any differences, would indicate a value for the subject land. We have analyzed a number of sales and listings within the Mattituck—Cutchogue area,from which we have selected-three (3) closed sales and two.(2) current I-!stings.f6ranalysis. UW include next the.major details on these five (5) parcels, along with:our analysis of SALE A Lodatiolni, .7600 Halls Creek Drive, Mattituck, NY Sale Date.- May21; 2019 Sale Price'. $825,1000.00 Ahalysiss-, 1.0± acre.bf'Wb6ded, vacant land:that Js at or near road grade. At,thetrhe of sale this parcel has a,Board of Health permit. Sale is larger in size than the.sUbjedt and fi.as.a slightly superior location.. After adjustments, this.sale,indicates a value for, subject of$24-3:,T760. SALE Be Location- $50 South Drive, Mattituck, NY Sale Date:, 'February 15, 2018 Sale Pride: $1,60,-000.00' Analysis: 0,.75±acre of wooded, vacant land that is at:or near road grade.,Sale,is larg'orinsize than-the subject'and i.sjudged tohave Eihinferior location compared-to-the subject, After adjustments, which includes an upWard adjustment nfor time, this sale indicates a value for subject of$197,760. SALE Locatiow 200 Freeman Road, Mattituck, NY Sale Date: April 6, 2018 Sale Price: $160,000.00 Analysis: 0.50±acre of wooded, vacant land that is at or near road grade. Sale Js larger in size than the subjectand is judged to have an inferior location compared to the subject. After adjustments, which r includes an upward adjustment for time, this sale indicates a value for subject of$207,288. F-GIVEN 19 A 5 S 0 C I A 7 E 5 SALES COMPARISON APPROACH (CONTINUED) LISTING A AND B Location: 305 and 405 Fay Court, Mattituck, NY Listing Date: May 27, 2019 List Price: $253,000.00 Analysis: Lot 305 lot,contains in size 0.23±acre of cleared vacant land that is at or near road grade. Lot 405 contains in area 0.26± acre of cleared vacant land that is at or near road grade. These lots are similar to the subject in size and location. No adjustment is necessary except for the:difference from:the list price to he.sale price. These listings are included for additional information. Based onthe above, it.is our opinion that the current-value of the subject land,,as of July 26, 2019 can best be expressed as.being in a range from a low of$200,000.00 to a high of$250;000.00 from which we have selected $$225,000.00. From our research and analysis.,we therefore calculate the value of the contributory value of the subject (depreciated) improvements as follows: ESTIMATED VALUE OF'THE SUBJECT(land and improvements) $325,000.00 LESS'ESTIMATED VALUE OF THE LAND $225,000:00 ESTIMATED VALUE,OF THE IMPROVEMENTS (structures) $100,000.00 i CORRELATION AND CONCLUSION OF VALUE In our estimate of value for,the subject, we have utilized only the Sales Comparison Approach. In this approach, we feel we had sufficient sales and listings with which to estimate the subject's current market'value. After considering this approach and all known factors affecting value, we conclude the estimated current market value of the subject property, as of July 26, 2019, is Three Hundred Twenty Five Thousand ($325,000.00) Dollars. Zo RGIVEN A S S 0 C I A 1 E 5 SUBJECT PHOTOGRAPHS „ tea . 'T,s., .<-^^we^.,.:t.a .-,;a..•.}- z• .;"i`•;a", `r s'` s�.: i.��W.I, r,ah',?:.'.'w','•.`"s;^t,:•x,�:Lr�',,e gfi'y `�. •,.a;,<t s,_zt. � �{' .,' "f"'.��?,?,-'°�"�'T:: '�f°'"` �,.�5'„L`�"�'"f",,:a..aeer.,°u �` ;:�?:r•„• •;',r��?;S`„-t�c.,<S'�'' <,.,..',t tr!Y.nj',i<�f,ii„. ,}:Il`.r".:°,�'-;::.< �`��TM--"'z.,�,•�r,�-a':+„ 9. y�W,r"^�_ _4,h�i}f-•� '',,` t�=f�>° .. °iz° 1 .. ` ark. •' ..�ea:_�x"`��:Ydi�st ��•<'�._.• � -:-. 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'; �: ,{'""; ,,.�'aa:�" `Y':,4k{,'{3F��>>:;aa`�;x'^�!v,.te,g,,,„',�,^y ;•,�C�;y<:��;� -�',ve;•rt.."'�w`�.�,�'r�.u,; "=y'-' .'f.'^ ` '",w�!€r Y' �"% �f '}"y<,<-• .'`>{<}�::ie�:C',.R' 3,..,4t t �'�4+i;ft.`s W,.y,.," wi "'.+ ; "�N `'tgit�r,',t,''�;:,�:,�aaa. /,�,�vs§`g�1`E .:,?i.�eY:aa= .'c<'?,''��'.-,'��^,?�S,s�?a� ;�.<,•.:,,:i�yaTi'rs`'s•�cre��t€".p a 5,�t:<�t�,, 7' ': r, Ya [., ,„,�. ,",tf,.' ,:;ra'z?dirF:m •:3;" P.$:'�$';e',f;,,;'i°:; ,�%�J��z'`S�= �":r�'•�-:i k'x ;�:iL., ,k^�;.YV�2 s;.'�;1'`i,�;�f��a8'y;��,��`'Cs`.<, zi'.� �,4.�:✓�`%+":; `•Fi i •i::i;__..r... :»m.=...x�•,1.,.,..xStzt..a:�.,-S�-_.i.t�'ws>;..W.'�:.,.i.:;d�a4.'S'_,:,.ati<�.�a..s .<.t'`z+z+.r't.L{v�..s_:.w.s.,3'�.,..7.,.a.. .:..r:.,..,....�»'t.�.�_,._..>^_.+_...�..-.,v..s... i LOOKING SOUTH ALONG CAMP MINEOLA ROAD 2 - ��• � ;':;.r d,!;;:a,'.=s:�_„;r:'.ln',";rte r.'-"s ,;,; .. •.•,r,�,.<n' "�S:,ni'._" !„�''•••3, S:F�,: ”<t�" :+',(.',�R,",: •;.jtw. •i 4..+'Sy�J..;,: a.i`:,', '"pis,+ :`14::4?':" ^'."r�X,tu.a t.4�`` :'?:t: ",re•"r':i_�Y�'+.ate„c �; +sari{;;tsr �a,..„>�„ '!-=}.:: sear% �� •” ,.Y�.• ,<t:_,: ,,�. - "'-'=a ':�� '"�r•€"`�E.'-�� i��„'.r;.4rt?� .rY,:2.,;x<: ea<= :s':c:i ��"`,'�'.',ro;:- �;..:,i_r •'.a. �,%f:.:aiYpir:'.3:'Si,;;s'i::7�a1 b73.:s..� ..}M1E€=;^�;•: ;;4�`gi;.'� ,.s:r.A ',:�,;«'-;^;'`� 4' .�' ,.�”�.aadJ.,a fs>' :i�✓^' ';Tt4 V .�'.`^,"^"�!?; .`*y e.�}i: ''•j' �aF.t;.' dyt�f��r .•,•6.4>.s<�>�a:€"E .`b,� s?C»'S'9 i;'rS,•F..i.,u<'.:';'t .f�''f#i`y '�,��iz',�•rr'' r=t.:?i;`a�"r'. ,,:s� -r=�`rf,,:,,'pµ,a:.x'22' , - a' ,r��,,:>, �j.• •P, "" 7:r ��Ye Y;C7� :��S,>,L�I,{t•:�,: .,i:�i�.4 T..`2337'f`i':,<y a:- .S""" �. 77 .:a,e;"%i'„€�',•,!?;4 of,s'�' ,;,,r' :>, .,',`s'p'irs�e�Er, �3 S -•S �•e. 3 G !.,af y z,c' 2's.',"••ktlU� yy,✓Z-enc5>r 'd` `Ik Nr,€n x�P VI ,z,C�•z.w .=,z•?� a$'�.Ir{YhP f�}s,:€..��-"<;- ss !•. � ^ .:yvro, =. 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" LOOKING SOUTH ALONG FAY COURT(R.,O.W.) t -43 lyrF::}:;` ,.��;.^ .)p3' '••^,;+r,+.:.',.:<.,2;�. �.�`^�_wYy t"yX3a`^r-.',` .R�; i, �" '.J.,�'� ;r ?3 J r.tzsr��rwyy'�rp}-x • ,�'g�ia,� y�� ,I i e .•xt d01[S�iA"zt_ ��`�rva„a-S��°•' "''r� i ' D ^* �olll:Ul SF:e[II.u`'`�' Gtr _ `-• ..,...•. x di•.. ."-•, ..,s�,.M�.��.�,•:,•_ ��FF k,q �.q".,,.r3;'J;,..;w. t � ,� "xt sST.':3-. .,,%S'.:•�.33y.,.�,9`}•. •. S� ,{f.. "s�•°.'iJ•x`'..,.F:x.S`✓y�4�"u:«=otS+.°"'e = 3 i rg'Y' "� r :E-.N,..z•.YYM°�a'`.;:e.. ..`" i'''Y�f+. __- w ?��,"'�:' `—^..'•s.: ��.xs is"��r��„�t^ '�,:v.t.,h:t,;��,aaut:. _�� —,:;�: .-a :;i'S•~ .:e,:-' ,.};�:';S�P;,�S�.r,,s;i3.4y`{;si,�c. ,�,,;.,;;-•.�, ��". ..�: i "x'=.a `,'i',,,�';'•. ,�!gi.,.; x,i,.��ra�iats�a=„f-'�f'fi'�;.�`-�^y�''s,��°,£Y'; l�,ey'.'_.� ,R&4'.= +,e Jx#'44.it -� _ '�;�"`�� _ .3,i>4.L,,,,i,`f'y,�{,•p�`-;3t!'i.(5,i��'<.,�q�7" S.- ,:-ta„ tLtj`•- -^-«"1^^: .,.�, �•4+:-� s°»`'b.'H4;;%^,%F:"�,yp 1�,�y,':�r.`eZ�. f• „-",;'. ',�•�sy;.sM'',.yt.itf�°? a.gv ;�� r5 ;, c,, , A� .� r h�;I.I Via.X,*uii 't•:ti.{.at!". :�.��:d LOOKING NORTH ALONG FAY COURT (R.O.W.) GIVE IST REF ONLY; 1000-123-05-012 SEC.SND JOB 11877 ? a3t4�a�4 ar>=cgs` N 85012'00." E 100.06, nu). 0. 1 5 3 rutile a'-2'$ 0-_)•1! COS b `Z.! u N � {`I $Y '24 i Zge' % � S � .�. 3 g•.gr am tp FR / W .. a e' 338 1 0 O :ay-5' R. O- w O N i 1'h. STY FR $ e,-.. VW z y o DWLG f i o Q 1 ss1, J Y t•1 Y SMUit 0 2: JQ.a' t,+0. co 31 rte. p_ Dda 111 +J-,it S a5912'Oo" w 100.00' VO , f\ V� q: J 3 � ) I ISURVEY OF P.ROPER7 .S1hIL+t�cLat TL.Y l V C :ur�cyaa Ly TO WN OF SO UTHOLD Snaith, Jung& Gillis - SUP rOL-K COUNTY �+L� 1�7 YORK f/ Prolessiono/ Land Surveyor N YY YOR120 Meaford Avenue Pcicnogue• NY I t772 ( - SCOie: 1"=20' Phone: 53)-475-3192 Survey Certified ro. t v AARON ROY PFf.'N1JEY CWNE PHINNEY L ( FY)FUIY NATIONA) it CIF 7115. CO. /404-91221—SOFF r' .....,.,;,.r• a rnl, ;,{t t i 29 nuln+nit=v I APPRAISER'S QUALIFICATIONS LORRAINE CROWDER HUGHES STATE CERTIFICATION: Lorraine Crowder Hughes is certified as.a Residential Real Estate Appraiser by the State.of New York,.Certificate#45-38219 EDUCATI,ON: • Suffolk County Community College Society of Real Estate Appraisers (now known as the Appraisal Institute): Ar i:Introduction to Appraising Real Property Applied;Residential Property Valuation Principles of Income Property Appraising Applied Income Property Valuation • Appraisal Institute: National Uniform Standards ofProfessional Appraisal Practice (update)Professional's Guide to the Uniform Residerntial-Appraisal Report Basic Iricome.Capifalization Business Practices and Ethics Analyzing'Real Estate in Distressed or Troubled Markets Appraising Historic Preservation Easements (Certificate Program) • National Association of Independent Fee Appraisers: Standards of Professional Appraisal Practice • Attended numerous courses given at Suffolk County Community College and continuing_ educational seminars and lectures on real estate appraising and related topics. EXPERIENCE: Lorraine Crowder Hughes is a real estate appraiser and consultant and is partner in the firm of Given Associates, LLC. She has been actively employed in the real estate appraisal field since 1980. Has researched and written appraisals for the Federal Government, State of New York, County of Suffolk, Town of Brookhaven, Town of East Hampton,Town of Islip, Town of Riverhead, Town of Shelter Island, Town of Smithtown, Town of Southampton, Town of Southold, various incorporated villages, banks, corporations, attorneys, estates and individuals. These appraisals have included all forms of real estate, such as residential, commercial, industrial and leaseholds. Has been qualified and testified as an expert in residential real estate values in the Supreme Court of New York (Suffolk County and Nassau County). Has been tested and is qualified as an FHA appraiser. Has been tested and is qualified as a Fee Appraiser for the New York State Department of Transportation. 3� GIVEN A 5 5 0 C I A 1 E 5 APPRAISER'S QUALIFICATIONS JOAN HUGHES STATE CERTIFICATION: Joan Hughes is certified as a Residential Real Estate Appraiser by the State of New York, Certificate#45-000048380 EDUCATION: • Society of Real Estate Appraisers (now known as the Appraisal Institute): An Introduction to Appraising Real Property • American Real Estate School.- Introduction chool:Introduction to Real Estate Appraisal Valuation Principals and Procedures ! Applied Residential Property Valuation f F Introduction to 1-4 Family Income Capitalization National Uniform Standards of Professional Appraisal Practice Fair Housing, Fair Lending and Environmental Issues Ethics and Standards of Professional Appraisal Practice • Attended courses given at Suffolk County Community College and continuing educational seminars and lectures on real estate appraising and related topics. EXPERIENCE: Joan Hughes has been involved in the appraisal of real property since 1985. She has researched and written appraisals for the Federal Government, State of New York, County of Suffolk, Town of Brookhaven,Town of East Hampton, Town of Islip, Town of Riverhead, Town of Shelter Island, Town of Smithtown, Town of Southampton, Town of Southold, various incorporated villages, banks, corporations, attorneys, estates and individuals. She has appraised residential properties in Suffolk County and Nassau County. She has extensive experience in appraising vacant land and residential properties. 31 F-GIVEN A S S 0 C I A 7 F S BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 2 3 Town Hall Annex- 54375 Main Road - PO Box.1179 pfq �''��, r,:�-� Southold, New York 11971-0959 • SYS',„ '6y'.yyj !i;_i`u1•�.�L f' - ^KV�� `r�1j;a,��'�"��,;J'�rogerrCa�south IdtowlnnyQov80 seandCcDsoutho dtowSnOny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:: Company Name: Custom Lighting of Suffolk Inc Name. License No.: 38893-ME email: CLOS5170@gmail.com Phone No: 1 01 request an email copy of Certificate of Compliance Address.:* QL JOB SITE INFORMATION (All Information Required) Name: Address: am Cross Street: Phone No.: \ S Bldg.Permit#:140,1 a email: CLOS5170@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) • F e s-h S <►-,C.' V M — I - V t+Gk.2 , I— ID A 4LA tw Check All That Apply: Is job ready for inspection?. OYES ❑NO MRough In ❑Final Do you need a Temp Certificate?: DYES LZNO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground [—]Overhead # Underground Laterals ❑1 ❑2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: ©Lk -S-tUe . of 5�,rV,cit, r-e.nti A;vjS - Replg e.e • doo t- poise t PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD •� •', . � 2 3 2. 1 Town Hall Annex- 54375 Main Road - PO Box.1179 Southold, New York 11971-0959 . 0.; h. t`4•Y.�'(ri . ►. .V._.U� ; a tau:�.k�lephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov - seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: l Company Name: Custom Lighting of Suffolk Inc T Name: License No.: 38893-ME email: CLOS5170@gmail.com Phone No: 01 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: ' Address: Cross Street: Phone No.: 45. Bldg.Permit#A.V4q,4 email: CLOS5170@gmail.com. Tax Map District: 1000, Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Uj k('�"'L F ex s"; A 411%CUs7 w.. Check All That-Apply: 'is Job ready for inspection?: JZYES ❑NO JZRough In ❑Final Do you need a Temp Certificate?: ❑YES 5EtN0 Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 02 1. ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: QLk4- S-iUQ- of 5kxv,u. c-e �A%ins - Kep(.a ee I N doo c` QgnQ. PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.x1sx t1,1� C , PERMIT# Address: Switches Outlets , GFI's -- - •- Surface 5 Sconces HH's _. UC Lts }..�:-J.........n.r•:..�...ar nw+„_.m._n..,v me�w�e...:._.:�_..�..,....r.._�...��_. ....-,,..r:.-.,::..rnroA�.,..r.,-...:,...'rt..•i.....�•.1.•_�..... s-. .:n.a» f .irt:..av.r..,.,.r._..n., .o.w.,- ... r•...... !. Fans Fridge w .HUV,., _` ... •..,........._........ ti.. Exhaust Oven Dryer G Smokes D11V &VII-e S-� - Carbon .,, --Micro'- �..... ..�.........._,--..,_.......__M.: _---GeneratoY'"i N.r Combo ;.i.`h ° Codk#op ,s<....;_� ransfer; AC .... ... . ..... .. .. . _- .._.- ..,_ .AH Special_ ... Comments: ij � _.._ .. .. r :1..� .;int .. - .�: ♦ ��:._- ,mat :�:�1 n ;l. 'S �_`.. _ �'ky' - . ..... ..._..�. <.. ,....77, i v Scott A. Russell ,�� STORIAvIMA\'7CIEIR. SUP VISOR MA14AGIEM[]ENT SOUM01 D TOWN HALL-P.O.Bax 11" M%Main Road-SOUTHOLD,NEW YORK 11972 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) IDES S PROD Il-VOLVIE ANY �� 'a FOLLOWING (Cti M ALL niA'i' AMM Yes No A. Clearing, grubbing, grading or-stripping of land which affects more _ than 5,000 square feet of ground surf ace. B. Excavation or filling involving more than 200 cubic yards of material : s within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ® E. Site preparation within the one-hundred-year f loodplain as depicted - on-F1RMap of any -M -watercourse.- -- It F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval .of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to ala of the guersdons above,STOP! Complete tine Applicant section below with your Dame, Signature, Contact Information,Date St County Tax Map Number! chapter 236 does not apply to your prciect. If you answered YFAS.to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, Dinrict ProSessional Agent,Contractor,Other) S.C.T M. I Q�fl Date NAME ivl 12 0< �!�—' �� Block Lot FOR Bf€ILDINvG t"PARTblE14T USE ONLY ' Contact informaum / Reviewed By: bate: Property Address/Location of Construction Work: — — — — — — — — - — — — — — — — Approved for processing Bullding Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SNICP-TOS MAY 2014 Town Hall Annex � z, Telephone(631-1802 54375 Main Road a =� Fax(631)734-9502 R0.Box 1179 z Southold, NY 11971-0959 w P41A BUILDING. UEPAhtmENT NOTICE OF UTILIZATION'•OF..TRUSS:�YP'.E C ISTR[JCI'1OR, PRE-EN G- W000 CoNSTRuCTION ANWOR-TOBER CONS.TRUCTION Date: 1- Owner._ s Location of Property. �( G ;; Please take notice that the(cli( ap 4 b-line): . ,' . Newresider�ial stiucre Addition to e)isting'reiidentlal strUctwe 3. Rehabilitation tui ars<64sting.residentlal stnieEure 'ice:• 'a -. ygF.;.:. ;• -`•- -••. ." _ •1 y to be constructed or performed at tlia:stii j t'8 3 t yf re ince above will utilize (check applicable line): �- Truss type const -O Pre-engineer d;qottsic�ic%�" r Timber construction O).. - in the followirig location(s)(check applicable line): Floor framing, includitigjgi`rder :and.I'co (P} . Roof-frariain Floor and roof-f -ha iEig,(Fk)' . Signature: ; Name {PQrson. sb.mitting this fvt �j: . - Capacity(check applicable fine): Owner Owner rePresentative TrussResRegl5.docx Effective 1/1/2015 1000-123.00-05.00-011.000 LAND NOW OR FORMERLY MWORIE DUNN 100.000 N 85012900 E x� A W �y I 4.4N .� x CURB `L' OANN I' - �� . O O.ii`i, I a '/FENCE osW I C:) I _ E.E-4I �w /E�4� U / j2s.Nli: i/ 411.0 0 I CURB 0.5E o �a cli , O oldw ON mOn��! � I' Ca iw � P + oa O /40,5/ - // // j c FENCE Z of L} p 7 0.1E � �6 052 Fd by $!YA F FENCE f POST AND RAIL FENCE 1moo OAN 0,1E Cl ENC S 85012100 0.2E 1000-123.00-05.00-013.000 LAND NOW OR FORMERLY a-N WUMN F. KRLIS & TH=KRIIS r god go �_ NEW y 7. Lu NOTES: •EXISTENCE OF ANY EASEIOM SHOULD BE VERDM BY A COMPLETE TTTLE SEARCH, ` No *SURVEYOR IS NOT RESPONSIBLE FOR UNDERGROUND UTIIITIE,4 OR STRUCTURES lc�bSED L tb�Svc PREPARED FOR: SCALE: 1"=20' JEREMY WALSH DRAWN BY. -D.P.L. FILE No.: Q124-22 LISA MCQUMN DATE: JULY 13, 2022 + LAND SURVEYING SURVEY OF DESCRIBED PROPERTY 274 EAST MAIN STREET AT MATTITUCK, TOWN OF 02296 ACCRESRES. SOUTHOLD, AREA: 10 0 Sq.Ft. EAST ISU P, N.Y. 11730 • SUFFOLK COUNTY, NEW YORK " " TEL: 631-277-3605 SCTM: 1000-123.00-05.00-012.000 ZONED R-40 RESIDENCE FA: 631-277-3906 ELEVATIONS IN NAVD88 DATUM lisa@longislandsurveyor.com ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7200 OF TBS NEW YORK STATE EDUCATION•LAW.COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SURVEYORS LNEED OR SIOIOSSBD SEAL.ARE NOT CONSIDERED TO BE A TRUE VALID COPY.DWANCIS SHOWN FROM PROPERTY LINES TO EYLSTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTRBR STRUCTURES.CER14R11CAT10N DVDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO THE ISSICNRES OF THE LENDING INSTITUTION.CERTIFICATIONS ABE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUM OWNERS, 3460 CAMP MINEOLA ROAD, MATTITUCK as APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE: -2/9 B.P.# NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTRICAL FEE: L� BY: INSPECTION REQUIRED NOTIFY BUILDING DEPARTMENT AT BA Z 765-1802 8 AM TO 4 PM FOR THE PLA�G BOARD Blower door FOLLOWING INSPECTIONS: Q 1. FOUNDATION - TWO REQUIRED USTEES and ductwork FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ` testing required. 3. INSULATION 4. FINAL - CONSTRUCTION MUST OCCUPANCY OR W BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE USE IS UNLAWFUL Must provide Manuals S OF THE CODES NEW YORKIREMENSTATET NOT RESPONS BOF FOR WITHOUT CERTIFICATE D, J and S as per DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY NYS Energy Code 14- , 7� s I 8 { U o _ J j � r: 'N I m m ai v u x<�Ik r_ 1 "J _ r r m WmZ US r �\ Ln U ON (!'7 m r F-1 E� rim r �I lu I�V '> I , SITE PHOTOS �,Kb`MBING qLl PLUMBING WASTE Additional RETAIN STORM WATER RUNOFF WATER LINES NEED Certification PURSUANT TO CHAPTER 236 j�jW o.E covER�N y' May Be Require OF THE TOWN CODE. �--- y DRAWN: E III a' SCALE: PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE JOB#. cry 3/5/2020 CERTIFICATE OF OCCUPANCY R SHEET NUMBER: SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT All exterior lighting FLOOD ZON ,.s EXCEED 2/10 OF 1% LEAD. installed,replaced orA- 1 repaired shall conform Y WITH CR"A"FTER 14gFUMDAMAGE PR to eliapte, 172 80UMM of the Town Code D TOWN COM 40-0 E-+ EXISTING POURED FOUNDATION EXISTING POURED FOUNDATION CONCRETE BLOCK v 02 EX.4X4 (TYP) �c EX.4X4 GIRDER m W x - — -uj EX.4X6 GIRDER - - Z O -N z EX. CRAWL SPACE C� o EX. HOUSE F;COOR''SLAB: . :EX; MOUSETLOOR'SLA'B',; p w o T U Z cV 4X6 F1 (@24"OCCD CL w U z W EX.CONC.BLK(TYP) H ol O m Lu ol NO FLOOR FRAMING z „ O r+ v M cV G. p lo cn a a� 00 m C) m EXISTING:POUREb FOUNDATION . CONCRETE BLOCKCN ro EX.FP CHIMNEY X p N 40'-0" .5 .,.PATIO ON GRADE- . U cin I~ v •., u) ct EXISTING N o w EXTERIOR WALL d EXISTING FOUNDATION 0 SCALE: 1/4" = 1'-0" • d d • p • • d d • p tl —I III I 1 1 1_11 1 1 1 1 1 1 I 1 1 N _EXISTING FLOOR REMOVEC REPLACED WITH CONCRETI —SLAB BY OWNER (EXISTING ----i =CRAWL SPACE FILLED IN)EXISTU _= NG BLOCK OR POURED= FOUNDATION I (SEE PLANS)I I I o•o o I I I it I (� AS BUILT FOUNDATION AS PER OWNER ' (DEPTH OF FOOTING UNKNOWN) DRAWN: AS BUILT DETAIL ' '� ' Y�' '� Q � � SCALE: SCALE: 3/8" — 1'-0" � ,� JOB#: / — �` 6/24/2020 `J SHEET NUMBER: w h--1 40'-0" 4'-5'/2" 7'-6" 5'-0" 8'-0" 10'-7'/2" 4'-5" Ek.COVER�b PORCH (DOOR 20'-2'/2" _ Op I W N N EX.4X4 � 9 U C� POST EX. BEDROOMX X EX. KITCHEN N N W Lu Z _ t NIt W I - — -® - EX.6X6 EXISTING UPSET GIRDER EX.4X4 - EXISTING UPSET GIRDER POST :•' POST O O I \ rr O N 41 G N EX. BATH I v " b, s: LuLu v EX.2X6 G (@16"OC O O I EX.2X6 RR @16"OC =a R, > [, Ude 00 - z N N , O v m Lu 0 .4 X X z 4Z r" .� N LLJ W W o �n EX. BEDROOM I - N w w r-- G d. I ' cn w O ot 4'-5'h" 8'-1'/2" 8'-4" 7'-2" 6'-11'/2" 4'-11'/2" 40'-0" EXISTING FLOOR PLAN x SCALE: 1/4" = 1'-0" (AS PER OWNERS) � cA 6 Ci r �G, � ,X4ji1 3 DRAWN: r4r e SCALE p JOB#: 6/16/2020 SHEET e10 r , SHEET NUMBER: A- 3 WINDOW MUST EX.COVEREb PORCH','. O BE TEMPERED F--I AS REQ.BY CODE TW2612 , BATH LOJ ' ,t �' tt II II 10-0t 8-7I1/z 7-8I 10-6I 3'-0" 21-71/2" 31-0" ' ° 00 KITCHEN I DINING ROOM r, BEDROOM OO I m PROVIDE MIN.1 EGRESS WINDOW PER CODE M �vI I M 11 77777777=7 o w N u z LIVING ROOM I w U 7 4'111 4'-8" a` BEDROOM r� PROVIDE MIN.1 EGRESS I WINDOW PER CODE 3 0" d' 21 N ' • o c- v ' N M y 0 n V 1 PF:nDnnKAC NAI ICT d-nI IrnDNA-rn AIVC DGCIIIFtAIT1A1 rnn;:DZ/TT r. At I FI FrTD1rm Tn NAM int-Al AAAI CTATF rr11IF DPnI IIDFNAFI%ITC At 1 �O \J � V T- x 0 CID V PROPOSED FLOOR PLAN w C _~ C, 4 � SCALE: 1/4" = 1'-0" F2, ,x x PRESCRIPTIVE DESIGN PER R402, 2015 IECC: z -z E Ln U ` _' � � - �n FLOOR SPACE R30 CEILING 49 v ct R-VALUE R-VALUE: N o W • / / ® z" ®/ ® / ® 2 • / all w / • 2" *EXCEPTION FLOORS: FENESTRATION �" ' IF FRAMING MEMBER IS R19 U-FACTOR: 0.30 TOO SMALL GLAZED (A SLAB(HEATED)(2'PERIMIETER): RIO FENESTRATION NR W FASTENER TYPE: SPACING: 'I If 'I ( j ( I r/ If I l/ I �I / SHCR: No.8 WOOD-SCREWr 1 BASED ANCHOR WITH 16"OC f R20 tin.EMBEDMENT LENGTH � I FRAMED WALL I ( 1 I I I I ( 1 I (I •l l /� / •'J i f R-VALUE: SKYLIGHT 0.55 V No.10 WOOD-SCREWS ( 1 \ I ( \ (�1 \ I y I I I y U-FACTOR: 0 BASED ANCHOR WITH 16"OC I r 21n.EMBFDMENT LENGTH I I I I i ( I ( i I I I I BASEMENT WALL 1/41m di� BASED ANCHOR LAGSOREW ASE DANCHOSOREW 16"OC I I I I I I ( j (CONDITIONED SPACE) 15/19 2in.EMBEDMENT LIN y ENGTH I I ' _ _ _ _ j • • � � - I - I � • I � � R-VALUE: ,� Il 314"APA PLYWOOD SHEATHING SHEATHING AT-OOD I I 1 I I / (� I \ • I I \ 1 e 1� 1 (ALTERNATMVE 7/16"0.5.8.) 1 I I I 1 }y ( I (® 1 I I I 11 1 1 1 l I 1 1t !• M 1 � a+•.•.p. 1 V 1R"APA RATED SHEATHING GRADE PLYWOCIDTFF ,y r F+Ti J (ALTERNATIMF 7/16"O.S.B.) 1 I ( I 1 I ( I I I W im :• cVn � ® I I ` I � I l i t i CJI i ��J• �� , FASTENER TYPE: SPACING: ♦4�� G�� A .11 Y2 I I �1 No.ewOOD-saerw STUDS / l ( L11 311/4BASED ANCHOR WITH 10"OC l�`•'J1 ` p21n.EMBEDMENT LENGTH 11/4 11/2 11/4 WMDOW su •• • • 11/4 TYPICAL WINDOW OPENING No.lOw000-SCREwS \ LocATION BASED ANCHOR WITH 12"a I I pSINK TBD PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH I I ILI I , �V W.C. THAN 4 FEET I ' ' D.W. rwm- TYPICAL 1/41n.dla.IAGSCREWBASED ANCHOR WITH 16"OC2in.EMBEDMENTLENGTH — — B I-1 '3"DOOR OPENINGFASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DFM2 STUDS CONNECTED No B WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH B"Oc 11/2 THAN 6 FEET OR GALVINRED BOLTS W/WASHERS z n EMBEDMENT LENGTH 11/4 2 AND NUTS @ 2'-0'O.G No.10 WOOD-SCREWS C.O.' 3 2 C.O. TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"0C InEMBEDMENT LENGTH 3 3 DRAWN: PANEL SPAN GREATER THAN 6 FEET III AND EQUAL OR SMALLER BASE.d a.LAGR WIT Q BASED ANCHOR WITH 16"OC SCALE' THAN 8 FEET 2E.EMBEDMENT LENGTH 4 _ JOB#: WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL TOAPROVED 3/5/2020 AS PER SEC. 1609.1.2, 2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.1. SEPTIC SYSTEM SHEET NUMBER: TRAP HOUSE WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO PLUMBING SCHEMATIC COVER GLAZED OPENINGS WTTH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SCALE: NOT TO SCALE A-4 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS o USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. r""I KING STUDS w RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION PROOF CATION USP NUMBER DESCRIPTION APPLCATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RID';E TO EACH RAFTE 2x6-2 x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADCD ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP V 1 (•� CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED Q RIM BOARD ED RAFTER RAFTERS MAINTAIN SILL PLATE(S) WALL SHEATHING VENTILATION WOOD JOIST O • .• •• •• •• •• SIDEWALL FLASHING BLOCKING O W TOP PLATE BLOCKING U rr� FOUNDATION - - - - 2x4 LEDGER FINISH WALL AND MOISTURE 2x4 SOFFIT JOIST BARRIER - LAP FLASHING A,1 STAPPING TO BE ATTACHED TO WALL STUDS®48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FYi AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA rn FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS O INSTALL 4'0" O.C. ••• SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH TIN. SOFFIT/ EXT. PLYWOOD PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ON /( N ON ALL OPENINGS INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY ACTION CONNECT TO EACH RAFTER ON ALL OPENINGS / 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCPOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C.114" - 16" LSTA36 1-1/4"x36" 1890. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCAOR SOFFITED CAVE DETAIL ON ALL OPENINGS EACH RAFTER KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING p NAILED TO SHEATHING r••1 SIDES 4 INCHES AND LAPS THROUGH VENT �"'� •s-' SHINGLES AT BASE MIN. 4 INCHES N v WOOD JOIST M y 011 TOP PLATE v GIRDER/HEADER O c') SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC t Cl) AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS �4 + AS TO FORM DRAINAGE CHANNELS AND "cz C$ (U 00 INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION O 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED P4 '�+ "t \ RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. •��+ x "t RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS cC V m US INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS '�' L\ •E ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TC EACH STUD Ln U r-.q 00 N cu IV DBL. SILL PLATE r. r SUBFLOOR O 124 TERMITE SHIELD + WOOp JOISTS SILL GASKET • NEOPRENE 2x6 /2x8 CONTINUOUS WOOD PLATE CONC. SLAB GASKET TH TYP. GONG. FOUNDATION ( n 6 MIL. POLY Va i DAMPPROOF EXTERIOR ' I 1/2 BOLTEDDIA. BOLTS STEEL 8"o.c. STAG. GRANULAR FILL (n 6MIL POLY ON EXTERIOR V V STEEL COLUMN _ WL •p A • ,' a I • I a o• `, ° ' ROOF JACK 1�� STEEL BEAM v GONG. SLAB •0 ` II 4" x 1/4" x 8" STEEL e � � ANCHOR BOLT EMBEDMENT: r�° ` ^ Q • POURED ••, 0 COMPACT FILL TOP AND BOTTOM PLATE •� V i ! i � 0 .M ° ROOFING LAPS WITH 1/2" x 6" ANCHOR BOLT FLASHING AT KEYWAY FOOTING a V /' C'a �. a �! GONG. FTG. —� •p �'p T L o' USE WITH 3x: SQUARE WASHERS SIDES AND TOP 1/2" GROUT (A ANCHOR BOLT CONNECTION (USP L8F358 OR SP583) 3" T REINFORCING BAR FOUNDATION 5/8'DIA. ANCHOR BOLT 1 I I -"'-- 10KPSCOLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAOMUM SPACING FLASHING LAPS _ ( ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC N SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL E"I TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION) N ALL BOTTOM PLATE TOFOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE I f —SUBFLOOR CONC. SLAB DOOR FRAME JOIST 6X6 10/10 WWM GARAGE � �- COMPACT FILL DOOR STEEL BEAM I USE 2X8 FOR BLOCKOUT �4 4" SLAB • P.T. PLATE ••, W/ 6X6 WMM \I x SLOPE // 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIR SPACE % < 1 • ° 7 1 2" —_- (WITH A NAILING PLATE IF NEEDED) ••4 AT END AND 4• ." .1 •• s• :• •• TO BE APROX. 1/2" OR HIGHER THAN • •tit:4 ES OF WOOD use D s s' O STEEL BEAM TO ALLOW FOR SHRINKAGE R . C .+.__a_____.�,r � G • d d'• �. .,�• s BEAMS •'° O•° •• • :• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) _ I I I —SUB FLOOR e X'a �' 6X6 W.W.M. •� —Q•;—Q —— Q r °O =�1 Q s' °O•'p 12 s D •° D .° `1s `I•� /1. .e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM s O • ° „se MIN. '7 a ° REINFORCING BAR s NOTCH EQUALS 1/4 DEPTH OF BEAd — °O °. ° s.•s ° II—II GIST • •O + REINFORCING BAR j••_ C O� > _ �� y tlA "•'k, • 1 O•°O•° — STEEL BEAM A�0''1 •••f ,`,r,/ DRAIN TILE :� ►� •e :• SHEET METAL/ 30# FELT UNDER BEAM AT POINT I �'' y „� `fir k 12" OF CONTACT NTH CONCRETE OR CONC. BLOCK ��— PLATE (B r �R\ DRAWN: • TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) (/4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ,•• 3"°. SHIMS TO LEVEL BEAM �' t SCALE: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. f 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT � �+ y � Jos#: BEAM POCKET 3/5/2020 A° SHEET NUMBER: .� A 5 `d� OF, r, N NAILING SCHEDULE PLAN CONTENTS: 0 GENERAL NOTES WIND FRAMING NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QT(. SPACING BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOP PLATE 10'WALL:4-81 COMMO RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 8'WALL:3-8d COMMON EACH w intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:441 COMMO JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL �I shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �1 sound and a weatherproof completed product. P- CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM•SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM.SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 ROOMS(OTHER THAN SLEEPING) 40 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2-16d COMMOPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. 4-16d COMMO INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16dCOMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. P STUD O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the Feld,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. O 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS 19 CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16dCOMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION r� 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 0 z 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: U FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q x length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 END JOIST OR BLOCKING U 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD L= determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT O r� LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS � O � Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE Il NONE d 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. ) SILL,TOP PLATE OR GIRDER 4•Ed COMMO JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-fd COMMO END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-EdCOMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1.3 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ( ) BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O. 8d COMMON 12"O.C. to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO Cr @ NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4'0.4 8d COMMON @ 4"O.C. SEE NOTES:1,3 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOISTONLEDGER PER TOE v I~ 7).Dampproof exterior of foundation with bituminous coating as required by current 3-Ed COMMO TO BEAM JOIST NAIL m tet' O N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framingmaterial to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ON m ai BAND JOIST PER END X All fasteners,hangers and anchors to be galvinized or stainless steel. 3 16d COMMO the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, Im m o BAND JOIST TO: PERTOE NAIL the 4 foot perimeter edge zone attachments required shall be used. �o 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO `-'i O ll X Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1 , >- w 5 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. .� Z ami 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL ct v cc w 3).Posts supporting girders shall be anchored a 12"xx1thick concrete footing. JOINT DESCRIPTION QTY. SFACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For r-1 4 Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. AS PEP,TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U O below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Sd " 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: x Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Ln (j SHEATHING LOCATION NOTES to m ) 3).Floors•walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ON5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION SEE NOTES:1,3 BOTH FIELDS otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.G. ( ) C14 v where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD O W 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 4 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. 114 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING Emili 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Bd COMMOl' AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall [W-I 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. QI anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE ~ 6d COMMOP V 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 0 on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHIN(i: other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. [� 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLF PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. IP-'�'-iY{� �✓ where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.SQ FT GRADE FLOOR HVAC SYSTEM NOTES l"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) re Ulrement5. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as q THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblodsing shall be provided In wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. t).In concealed spaces of stud walls and Partitlons,including fumed spaces,at the ceiling and floor a' 11 .Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment Supplier. levels.Concealed horizontal furred spaces shall also be flowed as at intervals not exceeding 10 W P Y 1 .Nailing requirements are based onwall sheathing feet.Batts or blankets of mineral or grass fiber shall be allowed as tireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. ) g q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILLTO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, �I 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. �y P Yw shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or altermte connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used to naintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. P P DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 2).When wall sheathing is continu=over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter, members,the tabulated number of nals shall beermitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential e. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUB FLOOR.IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. + L' (7 ! DRAWN: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G 1110 S A SCALE: OR APPROVED EQUAL INSTALL WITH CAP be installed with a foam sill gasket and Cop-r-tex termite Shield or approved equal. AND BASES.USE WITH FLASHING CAPS TO .'�e �� JOB#: 1COVERTOP s.� ! 4 3/5/2020 rr T Y� I SHEET NUMBER: 23 A-6 ©t�'•NE r