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44895-Z
�o4%%of Sao Tyo(o Town of Southold * * P.O. Box 1179 o� 53095 Main Rd Ulm�,�J Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45967 Date: 02/10/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4200 Kenneys Rd Southold, NY 11971 Sec/Block/Lot: 54.4-3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/05/2020 Pursuant to which Building Permit No. 44895 and dated: 06/19/2020 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: Single-Family Dwelling with a covered porch with staircase and a deck with staircase as applied for per ZBA #7103, dated 3/14/2019. The certificate is issued to: Southold Sunsets LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-15-0034 2/4/2025 ELECTRICAL CERTIFICATE: 44895 09/22/2021 PLUMBERS CERTIFICATION: Mattituck Plumbin 08/08/20 utho ' d S gnature �S�FFe��cp TOWN OF SOUTHOLD moo BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY s 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#: 44896 Date: 6/19/2020 Permission is hereby granted to: Southold Sunsets LLC 126-06 18th Ave College Point,, NY 11356 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per ZBA, Trustee, DEC, and SCHD approvals with flood permit. At premises located at: 4200.Kenneys Rd., Southold SCTM #473889 Sec/Block/Lot# 54.-4-3 Pursuant to application dated 6/5/2020 and approved by the Building Inspector. To expire on 12/1912021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $653.60 DEMOLITION $388.00 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $1,191.60 Idin Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing.to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of'Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. /,3L�'OZO New Construction. v Old or Pre-existing Building: (check one) Location of Property: 42 00 l W)/!y 5 R 0,4D SON &-0 House No. Street Hamlet Owner or Owners of Property: 5-0 U&- 0_4 > SUA_125 tffS HDLD/R/G ZZ C Suffolk County Tax Map No 1000, Section ,5-4 Block 41 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: R -/V /,!�7"0o3� Underwriters Approval: Planning Board Approval: /(/IA Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5'a, a �a Applicant Signature pF SO(/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlina-town.southold.ny.us Southold,NY 11971-0959 • Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Southold Sunsets LLC Address: 4200 Kenneys Rd city:Southold st: NY zip: 11971 Building Permit#: 44895 Section: 54 Block: 4 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Modern Electric East License No: 4253ME SITE DETAILS Office Use Only Residential X Indoor X Under House X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 33 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 10 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 14 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Elec. Ceiling Fan 3 Combo Smoke/CO 1 Transformer 600W Step Lights 15 Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 11 Switches 1 9 4-LED Exit Fixtures 11 Pump 11 Other Equipment: Fridge, Hood, Oven, Ice Maker, (2) Mini Fridge, DW, Micro, 200A Panel 42 Circuit/ 27 Used, Septic Disconnect Notes: One Story Elevated House Inspector Signature: Date: September 22, 2021 S.Devlin-Cert Electrical Compliance Form Town Elidl:Anneicw Tolp&one(631)765:1802 54375 Main Road' Fax(631)765 9502 E'+Da 1179 ., Southold,NY'11971 0959 .. E ((<� f� IIC1 BUILDING A�PA1tTNIENT D TOWN OR SOUTHOLD SEP 2 1202, BUILDING DEPT., TOWN OF SOUTHOLO CERTgEI<.CATIQN a..( . . ...:: _ . .. Budding Permit No._ Owner:;: - S (Please prtnt Plumlet cr Q (Please print) I certifythat the.solder:used.in.the water supply system contains less:than2110 of 1% lead (Plumbers:Signature) Swo.m to before me .h.is. 8 day.of 1, 20 P. CHELSEA L. CHALONE Notary Public,State of New York Notary Pubic, Ccxurtty Registration#01 CH6287106 Qualified In Suffolk County Commission Expires Aug.5,20 2\ _................... ....... ............ . .................. ... .................. .. . . q "�b ��a SOUIyo hp # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN ATION 1ST [ ] ROUGH PL13G. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL _ [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O REMARKS: " r / IY1N�\ 6 AJPk Ar VOt t 1 v 1"eDc4 w V� t� -9COA), K_ AVIVA& DATE d Yt� INSPECTOR _I ,NI 7e �F SOUIyOIo # # 'TOWN. OF SOUTHOLD BUILDING DEPT. °ycou 765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND INSULATION/CAULKING [ ] FRAMING/�ST=P FINAL [ ] FIREPLACE & CHIMNEY [ -]- FIRE SAFETY---INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 1y6okv ANSPECTOR SOUIyo - # TOWN OF SOUTHOLD BUILDING-DEPT. `yCOD N 765-1802 INSPECION [ ] 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 tvk ALM6tK — D _ n ov ro)� 25�'W�2i DATE 24 . INSPECTOR \\` OFSOUIyo<o qH e i S -- # # TOWN OF SO.UTHOLD BUILDING DEPT. `ycourm '' 765-1802 INSPECT [ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] "INSULATIOWCAULKING [ ] 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 C INSPECTOR ,�`�' Of SOUIyO! # # TOWN OF SOUTHOLD BUILDING DEPT. y nurnv,��''�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ _]XOUGH PLBG. [ ]' FOUNDATION 2ND : [ INSUL ATION/CAULKING, [ ] FRAMING /STRAPPING [ ] FINAL [ j FIREPLACE & CHIMNEY ' [ ]---FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Q/IIN oytook ��Ljwvuvv,/ v WA T� S 1 DATE A611 INSPECTOR pF SOUIyo`o * # TOWN-OF SOUTHOLM BUILDING-DEPT. �ycourm,��' 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [° ] FOUNDATION 2ND` [ ] IN LATION/CAULKING [ ] FRAMING /STRAPPING [ WfINAL JV� [` ] FIREPLACE & CHIMNEY [ ] FIRE`SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: °Oq_jRAt G �, DATE INSPECTOR ��Of SOUTyo ?,0e) X fA (e -- # # TOWN OF SOUTHOLD BUILDING DEP . 765-1802 t I N-S P ECT I O N [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]' INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) &A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: pe-m&j 64e C.� Y!Ary � �`r / � - JAIll" DATE Ali L INSPECTOR U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2022 Natidnal 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: MIKE GALLAGHER A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number. Box No. p y 4200 KENNEY'S ROAD City State ZIP Code SOUTHOLD New York 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) SCTM 1000-54-04-03 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41 DEG.04'20"N Long.72DEG.2T 19"W Horizontal Datum: ❑ NAD 1927 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 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1166.00 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 0.00 sq in �, 97 cv 0a 'C; d) Engineered flood openings? ❑Yes ❑ Nogju A9.For a building with an attached garage: a) Square footage of attached garage sq ft a h 0 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 l SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name FNew State SOUTHOLD TOWN OF NO.360813 SUFFOLK 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 36103CO154H H 05-04-1998 09-25-2009 ZONE Y E(13) 13(WITH MODERATE WAVE ACTION) 1 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile © FIRM ❑ Community Determined ❑Other/Source: 1 Bl 1. Indicate elevation datum used for BFE in Item B9: ❑ 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 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2022 1 P TANT In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE 11-jBuilding Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 4200 KENNEY'S ROAD City --- State ZIP Code Company NAIC Number SOUTHOLD New York 11971 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. ✓y' .. - 1Ma f � Y7 �i Tj � - 3 7t" e Photo Three Photo Three Caption NE BLD COR Clear Photo Three r F t C a 0 Q to 1 00 LU co = 3 y Photo Four Photo Four Caption NW BLD COR Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 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: 4200 KENNEY'S ROAD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 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 �" }u 4 Photo One Photo One Caption SW BLD COR i Clear Photo One , 77 T Photo Two Photo Two Caption SE BLD COR Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 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. 4200 KENNEY'S ROAD City_ -_. . State ZIP Code Company NAIC Number SOUTHOLD New York 11971' SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A.B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-1310.In Puerto Rico only,enter meters. L G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) ,G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. ' G3. ❑ The following information(items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title, Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE OMB No.1660-0008 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: 4200 KENNEY'S ROAD, City State ZIP Code Company NAIC Number SOUTHOLD , New York 11971 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C.For Items El—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet [-]meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet, ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 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: 4200 KENNEY'S ROAD City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction' 0 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,ARiAE,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: LX0230 Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 X 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,crawlspace,or enclosure floor) 8.2 ❑X feet ❑ meters b) Top of the next.higher floor 17.0 ❑X feet ❑ meters c) Bottom of the lowest horizontal'structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 15.0 feet meters (Describe type of equipment and location in Comments) ❑ ❑ f) Lowest adjacent(finished)grade next to building(LAG) 8.2 FXJ feet ❑ .meters g) Highest adjacent(finished)grade next to building(HAG) 8.7, E] feet ❑ meters h) Lowest adjacent'grade at lowest elevation of deck or stairs,including 8,7 feet meters structural support 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, l certify that the information on this.Certificate represents my best efforts to interpret the data aGailable, l understand that any,false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑No ❑Check here if attachments. Certifrer's Name License'Number PETER A.GROBEN ` NYPLS 50869 '4 6 Q Title �'��� � �' GOB®', : PRESIDENT G&A A fit✓ Company Name G&.A LAND.SURVEYING INC. Address � 1 P.O. BOX 704 z r� 5086 �J City State ZIP Code RIDGE New York 11961 Signature Date Telephone Ext. 09-26-2021 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance a9ent/company,and(3)building owner. Comments(including'type of equipment and location,per C2(e),.if applicable) 1)NO GARAGE 2)AC ON RAISED PLATFORM ATTACHED TO EAST SIDE OF,HOUSE. Form Page 2 of 6 FEMA Form 086-0-33(12/19) Replaces all previous editions. Building Envelope and, Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 4200 Kenneys Road,Southold NY 11971 Test Date 8/19/2021 Building Permit#; 9161 (� Ir n ^' ; mpliance Pathway Performance Test Completed by : Christopher Silvia SNET Rater ID# 4150294 Home Energy Solutiom, SEP 2 1 2021 NATE ID# ..." 187 East Main Street BUILDING Dr-PT ICC ID# Huntington,NY-11743 TOWN OF SOUTHOLD BPI# 631-673-0664 Building Envelope Ti>?htness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl Space Ist 964 8676 0 Sealed Attic 2nd 0 *The conditioned floor area of dwelling is calculated In 3�d 0 accordance with ANSI Z765,except that conditioned floor Attic 6636 ar cludes areas where the ceiling height Is less than 5 Total Volume 15312 ' CFM @50 pa 3751 Air changes/hr@50 a 1.47 Code Compliance: Pass Duct Ti!htness: Post Construction Test-Total EVUct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Duct Location Floor Area Leakage CFM @ 25pa� _ CFM/100 fe CFA Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pa�� CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: �" Date: 8/19/2021 Christopher Silvia,Home Energy Solutions • l ti 1' • �/.� -_ ' ;ice � •+4 �,. 1 420o Kenny's Rd Southold Please add to the file Thanks Happy Holidays Y rollJ. Pontieri, P.E., D.P.C. 16 Commercial Blvd.,Suite 1A,Medford,NY 11763 Tel:(631)320-1040 Email:office@jp-ce.com J P C E CONSULTING ENGINEERS August 12,2020 REMOVED Kyle Allan Project Manager AUG 1.7 2020 Chesterfield Associates P.O. Box 1229 Chesterfield Associates Inc Westhampton Beach, NY 11796 rzi RE: 4200 Kennys Road :1 D Southold, NY 11968 R B Timber Pile Installation Certification NOY - 4 2020 Dear Mr.Allan: Tr,,m' T. J.Pontieri, P.E., D.P.C. Consulting Engineers (JPCE) has reviewed the pile logs and the associated pile driving equipment used to install (33)timber piles for the proposed residential structure at 4200 Kennys Road,Southold, NY.The driving equipment utilized was the Junttan PM 16 Pile Driving Rig equipped with an HHK 3SL hydraulic impact hammer.The hammer was operating with a minimum energy equivalent to 7,233 foot-pounds.The blow counts for each pile were examined. Based upon the proposed piling plan prepared by Mark Schwartz&Associates for the proposed residence dated 3/4/2020, 1 certify that all (33)timber piles shown on Mark Schwartz &Associates plan were driven to a minimum capacity of 10 tons.The capacity of the piles was calculated using the Gates formula and was found to exceed the specified capacity by a minimum factor of 2.70. Attached is a timber pile installation summary sheet as well as the field notes provided to us for the installation of each pile. Please contact me at(631)320-1040 ext. 201 should you have any questions. Sincerely, _��pF NEW J.Pontieri, P.E., D.P.C. �'� p.LAN p0y r Jason A. Pontieri,P.E. 2� 2�v Principal 097859 ��C9 A�CFeS S I O_yP�' J.Pontieri P.E.,D.P.C.—Engineering&Consulting J. Pontieri, P.E., D.P.C. fel:(631Ic })320-1040 16 Commercial Blvd.,Suite 1A, Medford, NY 11763 Email: office@jp-ce.com Prepared For: Chesterfield Associates Job Location: 4200 Kennys Road Southaold, NY Date Installed 8/6/2020 JPHammer Wt.: 66161 Ibs Note: n refers to blows per CONSULTING ENGINEERS Hammer Energy: 7233 ft-Ibs foot Nominal Cap. Pile No. Final Ft.n (kips) 1 108 30 2 112 32 Nominal Capacity was 3 118 35 calculated utilizing FWHA 4 110 31 Gates Formula (AASHTO 5 101 27 LRFD Bridge Design 6 106 29 Specifications) 7 108 30 8 99 26 9 108 30 10 106 29 11 112 32 12 106 29 13 101 27 14 108 30 15 112 32 16 108 30 17 106 29 18 110 31 19 118 35 20 108 30 21 101 27 22 108 30 23 110 31 24 108 30 25 108 30 26 112 32 27 108 30 28 54 13 29 101 27 30 94 24 31 88 22 32 75 18 33 85 21 J. Pontieri P.E., D.P.C.—Engineering Consulting I a ' 35LI 7'-2%" 2 (a" T-2'Y." 5'-S" 7'-r/I, 2-I o T-7%" 5" (2)3K12ACQGI DEfl (2j 3X32 ACAGIRDER (2)37l2K0tGIRDER (2)3X32-ACQ GIRDER i O 4,-0" r � n i 3-4" S N 'l!62)3X32ACQGIRDER JJ _ S'-10" 6-3" 5'-514 5'-SbP 6'-OK:" 6'-0X �,yy QQ Vl I ------ --- -------------�a----- --------- ---- ------------------------ --_Z- m ; 2 Q CQ7] 2X8 ACO in � @36'tlC ID `~ O � ; N IRA. 5" 2 f b Z. f,� ; 16 71 01. 7'-0" ;7,_1,1 T-0" T-O" 511 3 . 16.. 't,Zj2)3%12ACOGIRO R 2,0 - � ` (2)3%1ZACq GIRDER jb (2)3X32 ACq GIRDER N F 6 .. cr rn o m �4 r w0 ul ! I3Xl2ACQG1 DER2'(2 �6 Zt.. - .. (2)3%12aCQGIRDER Z U6 '(2)3XL2ACQGIRDER 1$ 1 a ao 6'-9" 6'-$" I T-7" 6'40R' 6'-10YzI' I 3'-10" rn U in ,n s PROJECT NORTH PROPOSED PILING PLAN ______ a E N UAL SCALE:1/4"=1'-0"' 3 6 a NIRN omm ke U � 1):HANDLING,.STORAGEAND FIELD FABRICATION,INCLUDING TREATING OF CUT lo).DD NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD. 201;FITTIMBER PILES WITH METAL SHOES ON THE TIP.WHEN THE AREA OF THE HEAD ENDS,SHALL BE IN ACCORDANCE WITH(AMERICAN WOOD PILINGS ASSOCIATION) OF TIMBERPILE IS GREATER THAN THAT OF THE FACE OF THE HAMMER;USE AWFAM4. Il):DRIVE PILES ATINTERIOR OF BASES OF FOOTINGSBEFORE DRIVING PERIMETER A SUITABLE CAP TO DISTRIBUTE THE BLOWSTHROUGHOUTTHE CROSS SECTION N PILES, OF THE FILE 2).PROVIDE 10"BUIT,8'TIR WOODPILES.PILES SHALL BE SOUTHERN PINE OR ' DO491AS'FIR AND SHALL CONFORM TO ASTM D 25,UNUSED,.CLEAN PEELED, 11):IF.NECESSM. FROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED 21).AFTERTIMBER PILES-ARE CUT OFF,TREAT CUT SURFACES IN ACCORDANCE WITH , UNIFORMLY TAPERED,ONE PIECE FROM BUTT TOTIR INDIVIDUAL PILES TO PREVENT EXCESSIVE EMPORARY FLEXURAL STRESSES OR AWPA M4.REMOVE CUR OFF SECTIONS OF PILES FROM THE SITE AND LEGALLY ii.GG44 MOVEMENT OF THE PILE TOP OUT OF TOLERANCE. DISPOSE. V l).PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WRH AWPAC3. SOUTHERN PINE:1-0 Pq MA/DOUGIAS FIR:1-0 PCF ACZA 13),MA114TAIN THE HAMMER COAXILE WITH.THE,PRE DURING THE DRIVING OPERATION 22).ALL FASTENER HARDWARE,INCLUDING BOLTS,NUTS AND WASH ERS,ARE TO BE In, BY USING A COMBINATION OF DRIVING CAP AND LEADS. STAINLESS STEEL x 4).TREAT FIELD CURS,HOLES AND OTHER PRESENTATIONS IN ACCORDANCE WITH AWPA M4. 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE. 23),GIRDERS TO BE 3X12 42 OR BTR,SOUTHERN PINE WRHA MINIMUM 1.0,PCF BREAKAGE OF THE PILE.IFSUDDEN DECREASE IN DRIVING RESISTANCE CANNOT BE CCATREATMEND 5).PILESSNALL BE END•BEAMNG TYPE OR FRICTION TYPE AS INDICATED,DRIVE CORRELATED TO BORING DATA ORSOME INODENTIN THE DRIVING,AND IF THE END-BEARING PILES TO THE REQUIRED.BEARING VALUE(10 TONS). PILE CANNOT BE INSPECTED,SUCH DECREASE IN DRIVING IN DRIVWG RESISTANCE 24);PROVIDE 2•S/R°DIAMETER CARRIAGE BOLTS WITH NUTS AND WASHERS AT MAY CAUSE FOR REJECTION OF THE PILE. EACH PILE ALL GIRDER ENDS'AND JOINTS ARE TO HAVE 4 BOLTS WITH 6).PROVIDE PRES OF SUCHI LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED WASHERS AND NUTS. BEARING YAM TO OBTAIN THE SPECIFIED PENETRATION,AND TO EXTEND 15).RE-DRIVE AM'PILE WHICH 15RAISED DURING'DRIVING OF ADIACENT PILES,TO INTO THE CAP OR FOOTING BLOCK AS INDICATED. THE ORIGINAL TIP ELEVATION: 25).FLOOR SYSTEM ABOVE TO HAVE 2-1-3/4X31'�71B'OR1-3-1/2'MICROLAM RIM BOARD ALONG PERIMETER- 7):INSTALLPILFS1pTHE REQUIRED PENETRATION,OR THE REQUIRED BEADING, 16).CUT OFF PILES AT TOP ELEVATION DIRECTED BY ARCHffER REPLACE OR REPAIR AS INDICATED,EXCEPT AS$PECIFIED IN ARTICLE 3.G4 CAND D.JETTINGWILL PILES WHICH ARE DAMAGED WHEN CUT OFF. 26).DOUBLE UP FLOOR IOISTSUNDER PARALLELWALLS ABOVE. DRAWN, -. NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ARCHITECT FOR THE LOCATION. 17).DEVIATION FROM PLUMB AND MPLE44F BATTER:11A INCH PER FOUL OF PILE 27)..PROVIDE 3/8'TNICKACPLYWOOD UNDER JOISTS;AFTER INSULATED SCALE-- LENGTH,BUT NOT MORE THAN 6INCHES OVERALL PLYWOOD TO BE INSTALLED WITH STAINLESS STEEL SCREWS„MINIMUM'1.1/4" JOB 4: 8).WHEN NECESSARY TO ACHIEVETHE REQUIREDPENETRATION,DRILL HOLES OF LONG. 3/42020 DIAMETER NOT GREATER THAN 96 PERCENT OFT II AVERAGE CROSS-SECTIONAL 16).DEVIATION FROM LOCATION OF PILE TO BE NO MORE THAN 6 INCHES. $!IFFY NUMBER: DIMENSION OF THE PILEATYHE DEPTH BEING DRILLED.AND DRIVE THE PILE 28).'BREAK.A-WAY WALL TO BE INSTALLED AS PER DESIGN.PROVIDE THEREIN TO PRACTICAL REFUSAL 19).PILES NOT MEETING ASTM D25 REQUIREMENTS WILL BEREJECTED.REMOVE 1-8'X36"FLOOD VENT ON EACH SIDE OF HOUSE VENTS TO BE INSTALLED SUCH PILES FROM THE SITE AND REPLACE WITH SOUND PILES.PILES BROKEN WITHIN,I FOOT OF FINISHED GRADE. 9).COMPLETE BACKFILL707HE REQUIRED ELEVATIONS IN THE AREA WHICH PILES UNDER DRIVING STRESSES MAY RECUT OFF AND LEFT IN PLACE IF APPROVED ARE70 OCCUPY BEFORESTARTING TO DRIVE PILES. BYARCHITECT FOR THELOCATION.OTHERWISETHEY SHALL BE EXTRACTED AND 29),INSTALL I.24`%36'ACCESS DOOR.LOCATION AS PER OWNER A 3 REMOVED FROMTHE.SITE 1"ERNIT SET 1CHITECT MARK SCHWARTZ&ASSOCIATES 28403.N ain Road-VO Box 939�C` 1;gu. Y 1935 631.734.4165 .f June 05,2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Southold Sunsets Holdings,LLC . 4200 Kenny's Beach Road Southold,New York SCTM#:1000-54-04-03 To whom it may concern, I have been on site.to review the conditions of the existing property. There is no street gas.to the existing structure. Please call,this office:with any questions you may have. Sincerely; .il Mark Schwartz AAA - RCHITECT MARK SCHWARTZ&ASSOCIATES 28+95 \lain Road•PO Box 9S3•C41I(•110$UV. Y 11933 I I! 631.734.41R3 1 ���t+�tntksarrhitrci.cusn April 24,2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Southold Sunsets Holdings,LLC 4200 Kenny's Beach Road Southold,New York SCTM#1000-54-04-03 To whom it may concern, I have been on site to review the conditions of the existing residence: I have also-discussed this with Owners and General Contractor for the project. To the best of my knowledge,there is no asbestos or lead paint in this structure. a Please call this office with any questions you may have. Sincerely; �r�• ' - i J U N - 5 2020 Mark Schwartz AL AAA 41 yk)VeOLK COUNT, it> R �Tf'R AU1'H0 4060 Sunrise Highway,Onkrlalp, i"lc•t ,tole;.1 l 769-090, March 25.2020 mark u;boeckmanconstniction.coni RE: 4200 KENNEYS RD. SOUTHOLD To Whom It Nlay Concern: On March 25. 2020, our representative confirmed that the water services were physically disconnected at the above referenced Iodation. Please advise your contractor that care should be taken not to.damage the existing Fault and Yor curb box- as the cost of any repairs would be billed to-the premise and no service initiated until the balance is paid. Sincerely, Lisa Cetta New Construction ivtana-er LC1dh J U N - 5 2020 PSEC 4/13/2020 SOUTHOLD SUNSETS LLC Service To: 125-06 18TH AV 4200 KENNEY RD COLLEGE POINT,NY 11356 SOUTHOLD,NY 11971 Customer Project#:900000108405 Dear SOUTHOLD SUNSETS LLC: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity, The call to the 811 Call Center must be done at least 2 business'days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin—Manager - Building&Renovation Services i. E - ; JUN _ 5 2020 PSEG-LI �FIELD INSPECTION RE, ' • •FOUNDATION (1ST) 1 • fi���i ' .Tl PEI=i1L�Ll L ----------------------- FOUNDATION 1 PLUMBING vIons � - � �wm, r.0 MIN A INSULATION PER N.Y. STATE ENERGY CODE IS ADDITIONAL • • H y • Rld.. / .lil od' � � � r /TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees 1 n R C.O.Application ` Flood Permit Examined ,20 Single&Separate_' MA;R. Storm-Water Assessment Form Contact: Approved ,20 - �^ '� Mail tof1►�t?lr� �Lfa e1G l i Disapproved a/c `�'''. r' ...., _ .'� Pa e cw ld47 .1'd!Jl�� /V•Y. l/p7� Phone: Expirationzo A D B sp••�,^tor -- JUN 5 2 020 JU a ZIT BALDINV\\11> Date , 201;� TCj __ __-......�,�va.ii 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.Teeadcording 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 Insp�ctor 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 BuildinIg Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk ounty,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) . I (Mailing address of applicant) State whether applicant is owner, lesse agent, a chitect, engineer, general contractor, electrician, plumber or builder CA?"—Z A 4-i.�l/V elk- Name of owner of premises s'�j(Jp"/a�L/> ,f'(/�(f, �'� G Z C (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. 7W Electricians License No. " .;=''````'` I Other Trade's License No._ 1. Location of land on which proposed"work will lie done: QZ D k� AI,6YS House Number Street Hamlet County Tax Map No. 1000 Section Block Lot i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupi ncy of proposed construction: a. Existing use and occupancy �fl�,��77& b. Intended use and occupancy ; L 3. Nature of work(check which applicable):New Building >e- Addition Alteration Repair Removal Demolition Other Worker/L//VG �'YJ19 (Description) 4. Estimated Cost Fee r A v (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor f If garage, number of cars N6 66 i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /V 7. Dimensions of existin� structures, if any: Front 92- /" Rear i �2�1 Depth 2� =T Height /7 � � Number of Stories inM&,(/� I _ s �' b, r Dimensions of same structure with alterations or additions: Front � .��=// Rear` Depths �.2i�P�f'' Height ?,7 Number oOSto jies ON,L 92 1 8. Dimensions of entire new constructions Ffb a /1 - Rear {%js -// Depth 2� '� Height�6 -� Number of Stories OMIE l%� 9. Size of lot: Front /09 J9 Rear 6Q? qZ Depth 10. Date of Purchase Name of Former Owner Ar 02,65' 11. Zone or use district in which premises are situated 4 D 12. Does proposed.construction violate any zoning law, ordinance or regulatiln? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from pyemises? YES NO x J'Du 'S/a!J JA'VrElSZ1 c /25=06 ✓ ,Qv� 14. Names of Owner of premises AddressCW-4,&- ,*., - Phone No.7/ 26/-d9/00 Name of Architect 1f.R?r1i k PCA?LU/�.Yl� ,�l/,4 Address t'�� Phone No AV- 139-41Ar Name of Contractor 77P Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES �d' 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 t pographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) I SS: COUNTY OFf I 1&eNAQ A &//t9.- e being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 614-1V 77 I (Contractor,Agent, Corporate Officer, etc.) or said owner or owners, and is duly authorized to perform or have performedQ0101I 11 RDW40Co make and file this application; that all statements contained in this application are true to the best of his%%W C 18�@14 1y9wayt4tlit the work will be performed in the manner set forth in he application filed therewith. '� 5Nb0 Qual fled in Suffolk County Commissloh expires April 14,2 Q Sw r t efore me this day of -20 1 em� ia, A-Zee, Notary Public Sijnature of Applicant i =�osufFatrooa TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southol , Y - 1bj110959 Telephone (631) 765-1802 h s://www.southoldto ov 1 � Floodplain Development Permit AP �1 �rlcation ent PROPERTY,INFO'RMATION:` Flood Zone: -VE(i'fi) FIRM Panel: 3rio0*:$eo 156-y1 SCTK,#..1000-o 0�6r 1j ,M Address: -42.cw lLIuktY,� 1zvAl2 City: �1UOLV Zip: 01 617 CONTACT PERSON: Name: K9.IAia,6AL_LAga'Ert— Phone#: Mailing Address: 124�5,640 10 4k1aJOC C =V,-_ P001, kj,q, Q 1'557,0 PROJECT'DESCRIPTION Wei WOV 51E SECTION A:STRUCTURAL DEVECOPMEIVT(CHECK"ALL THAT APPLY) 'Type'of;Structure,, " . : "" Type' Structural Activity esidential(1 to 4 families) X14ew structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mininge<Grading ❑ Drilling ❑ Dredging Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and condition`s of this permit and certify-to the best:of my`knowledge the information contained, ,in this application is true and accurate. I understand that no work may'start until,,permit is issued, permit maybe revoked if any' false statements are made herein.If revoked,all'work�must cease until permit is re-issued-Development shall not be used or occupied 'until a Cert.°of Compliance is issued.The permit will expire if no workls commenced within one year of issuance.=Other permits may be required to fulfill regulatory,requirements.Applicant gives"consent.to Iocal'authority or,represe"ntative to-make reasonable inspections. to.verifycompl►ance '; Application Submitted By(print name : IAOV-rt.W�,p 6I .j�ea LL C,., Signature of Applicant: Date: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 31, 2017 TO: Michael Kimack (Southold Sunsets, LLC) PO,Box 1047 Southold,NY 11971 Please take notice that your application dated July 19, 2017: For permit to demolish existing dwelling and construct new single-family dwelling_at: Location of property: 4200 Kenneys Road, Southold,NY County Tax Map No. 1000 - Section 54 Block 4 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed dwelling, on this nonconforming_13,827 sq. ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet. The proposed construction has a front yard setback of 4 feet. b - Authorized ign Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. ti FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:July 31,2017 AMENDED: October 10,2017 TO: Michael Kimack(Southold Sunsets,LLQ PO Box 1047 Southold,NY 11971 Please take notice that your application dated July 19,2017: For permit to demolish existing dwelling and construct new single-family dwelling at: Location of property:4200 Kenneys Road, Southold,NY County Tax Map No. 1000-Section 54 Block 4 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed dwelling,on this nonconforming 13,827 sq. ft. lot in the Residential R-40 District,is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size allow maximum lot coverage of 20%. Based on the location of the coastal erosion hazard line(lot is entirely located within CEHA)and the Town Code's definition of buildable land(Article 1, Section 280-4),which reads; "The area of a lot or parcel,not includingthe he square footage of tidal and freshwater wetlands, land seaward of the coastal erosion hazard area line,beaches,bluffs,primary'dunes,secondary dunes, or underwater lands.The terms "wetlands," "beaches," "bluffs," and "underwater lands"shall have the meanings set forth in Chapter 275,Wetlands and Shoreline,of the Town Code.The terms "coastal erosion hazard area line," "primary dunes" and "secondary dunes"shall have the meanings set forth in Chapter 111,Coastal Erosion Hazard Areas,of the Town Code. The lot's buildable land measures 0 square feet,therefore,the proposed construction will have a lot coverage of 100%. Authorized Si 'n ure Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: tile,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF $O�ryo 53095 Main Road•P.O.Box 1179 . Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes C/, Town Annex/First Floor, Robert Lehnert,Jr. � �pQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento �l,Ycou Southold,NY 11971 ` =� http://southoldtownny.gov �) ; �� 1 t RECEIVED ONING BOARD OF APPEALS '. :. TOWN OF SOUTHOLD & 1 Q 2:.yp`pVv1 Tel.(631)765-1809•Fax(631)765-9064 D :Sou old Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 14,2019 ZBA FILE: 7103 NAME OF APPLICANT: Southold Sunsets Holdings,LLC PROPERTY LOCATION: 4200 Kenney's Beach Road, Southold SCTM No. 1000-54-4-3 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 18, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 28, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. TOWN OF SOUTHOLD BOARD OF TRUSTEES AND SOUTHOLD TOWN BOARD: This application was referred to the Town Trustees for comments and approval on October'24,2017. On February 14,2018, the Town Trustees issued a permit under the Town of Southold Wetland Ordinance, Chapter 275 giving permission to demolish and construct a new one-story dwelling in the same footprint, with conditions. On April 5,.2018, the Trustees issued a determination stating that because the proposed dwelling would be located entirely within the designated Coastal Erosion Hazard Area, they could not issue a permit under the Tidal Wetlands Act, and therefore denied the permit without prejudice. The applicants then filed an appeal with the Southold Town Board who is the Town's designated Coastal Erosion Hazard Board of Review and was issued a determination 'granting a Coastal Erosion Management Permit on June-19,-2018- -with conditions. ✓ Page 2,March 14,'2019 #7103, Southold Sunsets SCTM No. 1000-54-4-3 PROPERTY FACTS/DESCRIPTION: The subject parcel is a 13, 827 sq. ft. waterfront property located at 4200 Kenny's Beach Road, Southold (Suffolk County Tax Map Lot# 1000-54-4-3)within the Low Density Residential R- 40 Zoning District ("the subject Property"). The subject Property has a frontage of 109.99 ft. along Kenney's Road, then runs 88.65 ft. along Long Island Sound, turning south 109. 42 ft, and then west to Kenney's Road for 137. 02 ft. The subject Property is currently improved with a one-story residence, deck, and shed. The subject Property is located wholly within the Coastal Erosion Hazard Area. BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's July 31, 2017 amended October 10, 2017 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling; at: 1) less than the code required minimum front yard setback of 35 feet and 2)more than the code permitted 20% maximum lot coverage.. With regard to that portion of the Notice of Disapproval addressing lot coverage; the Town Code defines lot coverage as "that percentage of the buildable land existing on a lot which is covered by the building area". Since the subject Property is located entirely within the Coastal Erosion Hazard Area, without relief from the Town Board (discussed below) the subject Property had no buildable area, any construction would exceed the permitted 20% lot coverage requirement of the R-40 zoning district. Therefore, even though the survey submitted by applicant showed that the proposed building only covered 12% of the lot area, because the subject Property had no buildable area, the proposed building was in excess of the allowed lot coverage. RELIEF REQUESTED: The applicant requests a variance to demolish an existing one-story house, and build a new one-story house elevated on piles to FEMA compliance and in the same footprint, located four feet from the front property line, as approved by the Town Trustees and the Town Board as shown on the survey cited herein. Although, as discussed above, the Notice of Disapproval also stated the proposed building exceeded the allowable lot coverage, due to the location of the subject Property with the Coastal Erosion Hazard Area; the issuance of a Coastal Erosion Hazard Area permit addressed the issue and therefore there is no need for relief from that determination from this Board (see "ADDITIONAL INFORMATION"below). ADDITIONAL INFORMATION: Testimony was given by the applicant's attorney as to the history of the property. The property has gone through multiple hearings with various agencies of the Town of Southold and has received the following permits: 1. The Southold Town Trustees issued Wetlands permit number 9161, on February 14, 2018 finding the action consistent with the LWRP policies. 2. The Southold Town Board granted an appeal and the issuance of a Coastal Erosion Hazard Area Permit, with conditions, pursuant section 111-20 of the Town Code on June 19, 2018 for the construction of a 957.77 square foot one-story single-family residence on the subject Property. 3. The Southold Town Trustees issued a Coastal Erosion Management Permit 9161 C on September 24, 2018. At the public hearing questions were raised by neighbors about the height of the proposed construction. Their questions were answered by both the Board Members and the owner's attorney who explained that the proposed dwelling would be one story and elevated on pilings to comply with the requirements of FEMA and that as a condition of the granting of the Coastal Erosion Hazard Area Permit, the town Board required the filing of a covenant that prevents the property owner from adding,a second story in the future. 7 Page 3,March 14,2019 #7103, Southold Sunsets SCTM No. 1000-54-4-3 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed new one-story elevated dwelling will be similar in design and scale to the existing one- story dwelling and located in the same footprint. The subject property is at elevation 16, or in other words, the location of the property is 16 feet above sea level. To,be FEMA compliant the first floor of the building must be 7 feet above the grade of the land. Therefore, to be FEMA compliant, the proposed structure will only be 7 feet higher than the existing structure. The covenant required by the Town Board in granting Coastal Erosion Hazard Area Permit limiting the proposed structure on the subject Property to one story also further ensures that granting the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. 2. Town Law 4267-b(3)(b)61 The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the Southold Trustees prohibition on disturbing the primary dune to the west, and building any structures seaward of the existing disturbance area;the proposed dwelling can only be built in the proposed location and with the approval already granted by the Town of Southold Coastal Erosion Hazard Board of Review. 3. Town Law U67-b(3)(b)(3). The variance request for relief from the minimum front yard setback requirement is mathematically substantial in that it represents 88.6% relief from the Code required 35 feet minimum front yard setback However, as set forth above the existing structure on the subject parcel currently enjoys the same set back as is being requested for the proposed new structure. Moreover, approvals for a new dwelling in the location proposed herein, have been obtained from the Town Trustee, and the Town Board, and conditions have been' imposed to mitigate possible impacts. 4. Town Law 4267-b(3)(b)(4). t The granting of the requested variance in this residential community will not have an adverse impact on the physical or environmental conditions in the neighborhood. The dwelling will be built on pilings per FEMA compliance to eliminate flooding of the dwelling and reduce ground disturbance. In addition, permits have been issued by authorities having jurisdiction over the Town's wetlands and Coastal Erosion Hazard Areas, thereby making the application CONSISTENT with the LWRP. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and all conditions imposed by the Southold Trustees, and Southold Town Board and repeated in this determination. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new one-story single-story residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. _r .J Page 4,March 14,2019 #7103, Southold Sunsets. SCTM No. 1000-54-4-3 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Chairperson Weisman, seconded by Member Acampora, and duly carried,to Hereby determine that the Town Board's granting of the ,Coastal Erosion Hazard Area Permit rendered that part of the Building Department's Notice of Disapproval moot; and therefore, no relief for lot coverage is necessary or warranted, and: GRANT the request for variance relief from the minimum front yard setback requirement of 35 feet as applied for, and shown on the survey prepared by Peter Groben, Land Surveyor and dated December 27, 2017, and the architectural drawings by Architect Mark Schwartz and Associates last revised 2/1/17 and labeled sheet number A-1,A-2, and A-3 SUBJECT TO THE FOLLOWING CONDITIONS: The applicant must comply with all of the conditions as listed on all previous permits from the Southold Trustees,Southold Town Board, Southold.LWRP,and all other agencies having jurisdiction on this property including: 1 The planting of Cape American beach grass in all disturbed areas,including the sanitary system area. 2 . Amending the plans to show the septic system to be installed to be an Innovative/Alternative Septic System as approved by Suffolk County,_Department of Health and the Town Engineer 3 The applicant must draft and file with the Office of the Suffolk Clerk covenants and restrictions for the subject property limiting the one family home to one floor,subject to the - approval by the Town Attorney That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that, an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. r `t Page 5,March 14,2019 #7103,Southold Sunsets SCTM No. 1000-54-4-3 Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been Bled with the Suffolk County Clerk, within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes,Planamento,Acampora and Lehnert. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /2019 J � r a BOARD;OE SOUTROLD'TOWN TRU,TEE, SOIUTHOL'D;'NEW YORK-'>ir` t;= PERMIT NO. 9161 DATE: FEBRUARY.14,2018 ISSUED TO: SOUTHOLD SUNSETS,LLC is PROPERTY ADDRESS: 4200 KENNY'S ROAD,;S.OIJ ®LII �. t T:t �M y — 7 2 SCtTM#4000.644'3 UT AUTHORIZATION r' Pursuant to the provisions of Chapter 275 of the Town Cdde of`fhV Town of Southold and in i accordance'with'the'Resolutidn.ofthe Board of Trustees adopted"at the meeting-held on Febi•u'af=y 14,12018, and :l ! r: si in consideration of application fee in the sum of$250.00 paid=by Southold•Surisets:iLLC":and.subject to the + A' Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits 9 the following: ,,�;r r—�� ,, . ,_ ,• - ;r, , ' �'Pa 1•. ,.� a1f alrt� .1j a.s; �,r� Wetland Permit to demolish existing one-story dwelling decks;and foundation; construct on-71a ilin f system to elevate the finished floor to 16ft. elevation a proposed 957 77sgf.ft. one-story,single-family y dwelling with a combined 262.75sq.ft,of seaward side porch area with 7.6'wide stairs to ground,and -; S' side deck area with 4' wide stairs fo ground; with the condrtfon that Cape Ame scan beach'grass,is planted in all disturbed areas, including the sanitary system area; and as depicted on the survey ` prepared by G&A Land Surveying Inc.,last dated December 27,2017,and stamped approved on February 14,2018; and the'planting plan submitted by Mil6ael-A: Kiifi!i -,feeeived'on"February 15, 'f 2018 and stamped approved on February 16,2018. IN WITNESS•WHEREOF, the said Board of Trustees hereby causes its Corporate Sea]to be affixed, t { � and these presents to be subscribed by a majority of the,said.Board,as,ofthis date; { ,, `• '� i'x,�12 G � �.t^rL k vY✓t '.t(' �'r I ¢�F.O'Aey JJI � F11 - � G• ._ ,�awca.«waua.,var.as:ve,s»em rtratm� •2�s�•.;�,�21��3.`�i �.,Fk.:..n2.nr>u-.fin.,+wcwca� _�xnw..sx �.�� 9 fi ,'�r��`' �s"`w�� �r,�W..!' �..•,,:,,�� ,��f�'b�'r2ts'�.. ,i,...��r� %�t",Jtu\ ,1111t 118� •.•. ''•. 1 1 Hixy'g;�.•.aiQ u•i 'y •1 =AL (�`".,'P� !•11 4yA ✓.. � � yy�� ,xt cvr -. s-- l ifs i I•Z' : rJ 1 r .>` F•• r o•r �r} c`L�� e r l•+11 rrrg'Re.�f!v .0 �,.�ry E ,td�� ���5 (�t1.1 'r� r)1• - 3' It I1f I,ra�gi�y,.l d+ N PgO�bti �i d.t: 4 i>> .7. � � �; r �F`. �,. � �/'1 t�'`a -rp: � � �" �@ �'' IiYV"•,���r /\'�1 > 'C �4:av'Isu+ J\\ l 2,Ce4aaE�c;FsxAcsl '��'•E1kl . 11ei�3'.Q'54.�+ 1a2 :a ,;11 •41 tT'1�' I�a4 1i,'F/r ,� ,. d ` Sla!�sKaQ�4x: 1�x TA7A.U• �L * ':S4i�flSSsf3S96y1 u , q; :11'� �>, fz�li a t ' � DEC — 3 2020 LD BOARD OF SOU7.HO LD TOWN TRUSTEES b l•,,•t SOUTHOLID, NEW YORK +rPEI RMIT NO, 9T52& >2C DATE: NOVIEMBER 18,2020 ISSUED TO: SOUTHCkLD SUNSETS,IL:LC i:.,. '•f PROPERTY ADDRESS: 4200 KENNEY' SOUTHO ( 1000 ''�•� � SCTM# -54-1i,_3 �. AUT.11OPIZALTION q' Pursuant to the provisions of Chapter 275 and/or Chapter 1 I 1 of the Town Code of the Town of `�''Lj/�•'•':." `. Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November I'8. 2020 and in consideration of application fee in the sum of JL00.QQ paid by Southold Sunsr'ts• •�'..���- �:�'i'�; LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees ' authorizes and permits the following: Wetland Permit to demolish existing dwelliing, decks and crawl space block foundaition; ! ,,,�`.'zt '.0 construct piling system to elevate finished floor to 16' elevation withproposed house ! �u �`a ;o , { j area of 957.77s .ft.' proposed q � p p porch/side dea:k area of 262,75sq.ft, with access �,t ! staircases; the proposed floor elevation putts the structure in conformance with FENIA; cc ! anddepictedI r rr;;q j as a�n the site plan prepared by Mark Schwartz & Associates, received on y::4j,.,� . z�:• .a I August 4, 2020, and staimped approved on November 18, 2020, IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, j�U<<�>:,� and these presents to be subscribed by a majority of the;paid Board as of the 181h day of November, 2020, E �1'IFF'0 SOS ' 'f' �• "_. � ---•--'•'-t z�nor„'•. f 1,1•t , (}� 'iC'Q£ifi�,p 'Lfild�F&t�4S45: L"}ikb�,fl�t7 -'ia7Sri�.SiILA�'�t FiA�rF.4�-•�•----- �.�. ---- --- t �'�,`Erd r• i�•1i 1 _ .`• '\�i ,I�, R�2,�.SY�R� mmRa�� r(4s�!����r�`�Fn���q...�dl.��{ � �S ri?�/ �^'�I�'4�e� ��J> � .i' r� \`. ti\ali+•• ••?. y�f"''' r I�-..`ts 4 +'�•� ••� 1 •�, 1. +o i FFtr r" * .:a S F t •'• i`Ki b, J G��SI! ,1 J> c r yet f��f •G+�a'' prv,.J';t`>; rrr� ✓:y'C. .. hf, `� `� r. f �..� � r� ..%� j ,' �,,� Pd d„� r a 'z.... '• �I �, ._G.h'r'':...-....n-✓.£Evil:.,.`�'r'n'..-.v::;..JYrB��rcvs.�7.5-.3E"-vE'v {�.�"' 'S,a.�:mnej..-n.,swm.�'',<'r.�..'.�.s.._r„.....,n.....rr�_.._�x'�llf2k::€.�.n,..?mrn� r mvtvru i�nnr ::�`�r.:.,.-.,.�%�..u.�..�..,'....,......,' � -:x"r BOARD OF SOUTHOLD TOWN TRUSTEES sip P Y % SOUTHOLD,NEW YORK51 f , � PERMIT NO. 10169&10169C DATE: JUNE 15,2022 1 ISSUED TO: SOUTHOLD SUNSETS,LLC k PROPERTY ADDRESS: -4200 KENNEY'S ROAD,SOUTHOLD i SCTM#1000-54-4-3 _ i 1 is AUTHORIZATIONz Pursuant to the provisions of Chapter 275 and/or Chapter 111,of the Town Code of the Town of Southold and in accordance with the.Resolution of the Board of Trustees adopted_at the meeting held on , „G February 1:6,2022 and in consideration of application fee in the sum of$500.00 paid by Southold.Sunsets,LLC sz. and subject to the Terms and Conditions as stated-in the Resolution the Southold Town-Board of Trustees P x authorizes and permits the following: ' - Wetland Permit for as-built above ground 500.gallon propane tank(30"x8',20sq.ft.);.as-built raised wood platform for AC unit and electrical for l/A system(3'x9',27sq.ft.)on east side of dwelling;as-built on.grade .� f dry laid slate walkway on east side of dwelling(4'x46',184sq.ft); as-built on grade dry'laid slate walkway i not to exceed 4'in width on north side of dwelling(4'x47',188sq.ft);.as-built partial concrete walkway with r added dry laid slate.walkway with landing(4'x46',184sq,ft.).along west side.of dwelling;as-built•Belgian block surround for gravel driveway(±140 linear feet)•along'south and east sides of dwelling;as=built gravel y ' driveway•(±635sq.ft.)along south side of dwelling;remove existing mulch.surrounding planted vegetation, e , ' ^ remove existing fire pit;8'x12.2'(97.6sq.ft.)shed has'been removed and not replaced;wood Walkway along portion of easterly side of dwelling has been removed and not replaced;'and to expand approved area of y F. planting.American Beach grass to cover all additional areas approved @ 12"on center;that the entiret remaining.property be established and perpetually maintained as anon-disturbance buffer;to remain in perpetuity once re-vegetation is complete;and as depicted on the revised survey prepared by G&A'Land s Surveying Inc.,received on May 18,20.23,and stamped approved on June 12,2023. N IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 1 'r and these presents to be subscribed by a majority of the said Board as of the day and year first above written. �. a .w .� N f�� Ydff9'd7,di'tAsiAt'A'.({,�/✓t`J1T -- %f,((gf1<Ylt'{TA77AgXf.I,?/�i BI.SC7!"�M"NSGtidr:�y�..i� tJ:�..�.�i^K''aF�^L��f 4.,�rt4ri.T��f.Ef).P6Gi,`SF."�r`,t(`>kGS�LY'A:Lltzni'3XA"�fff,•'fi164?'e'7:/!tu✓h%1. ✓/.1'N..f�k�nlC�tM -.�Ski.�d�J2fA.�i..��i;I..�tt„v�.n.Ao �a t!'rT' Glenn Goldsmith,President r4f SU�r Town Hall Annex A.Nicholas Krupski,Vice President �0 ��� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l l Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples � o Fax(631) 765-6641 OUMV, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #10169C Applicant/Agent: Michael Kimack Permittee: Southold Sunsets, LLC SCTM#: 1000-54-4-3 Project Location: 4200 Kenney's Road, Southold Date of Resolution/Issuance: June 15, 2022 Date of Expiration: June 15, 2024 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: For as-built above ground 500 gallon.propane tank(30"x8% 20sq.ft.); as- built raised wood platform for AC unit and electrical for I/A system (3'x9', 27sq.ft.) on east side of dwelling; as-built on grade dry laid slate walkway on east side of dwelling (4'x46', 184sq.ft); as-built on grade dry laid slate walkway not to exceed 4' in width on north side of dwelling (4WT, 188sq.ft); as-built partial concrete walkway with added dry laid slate walkway with landing (4'x46', 184sq.ft.) along west side of dwelling; as-built Belgian block surround for gravel driveway (±140 linear feet) along south and east sides of dwelling; as-built gravel driveway (±635sq.ft.) along south side of dwelling; remove existing mulch surrounding planted vegetation; remove existing fire pit; 8'xl2.2' (97.6sq.ft.) shed has been removed and not replaced;wood walkway along portion of easterly side of dwelling has been removed and not replaced; and to expand approved area of planting American Beach grass to cover all additional areas approved @ 12" on center; that the entire remaining property be established and perpetually maintained as a non-disturbance buffer, to remain in perpetuity once re-vegetation is complete; and as depicted on the revised survey prepared by G&A Land Surveying Inc., received on May 18, 2023, and stamped approved on June 12, 2023. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None. In accordance with Chapter 111-15 Erosion Protection Structures: N/A A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: v ti r` Glenn Goldsmit , President Board of Trustees J U N 2 1 2023 a Glenn Goldsmith,President �oF sorry Town Hall Annex A. Nicholas Krupski,Vice President �� ��� 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeplesy� 0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 12, 2023 Michael Kimack P.O. Box 1047 Southold, NY 11971 RE: SOUTHOLD SUNSETS, LLC 4200 KENNEY'S ROAD, SOUTHOLD SCTM# 1000-54-4-3 Dear Mr. Kimack: The Board of Town Trustees took the following action during its Regular meeting held on Wednesday, June 15, 2022, regarding the above matter: WHEREAS, Michael Kimack, on behalf of SOUTHOLD SUNSETS, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated February 15, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Inconsistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the Board of Trustees has furthered the Local Waterfront Revitalization Program Policy to the greatest extent possible through the imposition of the following Best Management Practice requirements: the issuance of a permit for the structures; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on June 15, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, ;i $ 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold.Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, . NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of SOUTHOLD SUNSETS, LLC for as-built above ground 500 gallon propane tank (30"x8', 20sq.ft.); as-built raised wood platform for AC unit and electrical for I/A system (3'x9', 27sq.ft.) on east side of dwelling; as-built on grade dry laid slate walkway on east side of dwelling (4'x46', 184sq.ft); as-built on grade dry laid slate walkway not to exceed,4' in width on north side of dwelling (4'z47', 188sq.ft); as-built partial concrete walkway with added dry laid slate walkway with landing (4'x46', 184sq.ft.) along west side of dwelling; as-built Belgian block surround for gravel driveway (±140 linear feet) along south and east sides of dwelling; as-built gravel driveway(±635sq.ft.) along south side of dwelling; .remove existing mulch surrounding planted vegetation; remove existing fire pit; 8'x12.2' (97.6sq.ft.) shed has been removed and not replaced; wood walkway along portion of easterly side of dwelling has been removed and not replaced; and to expand approved area of planting American Beach grass to cover all additional areas approved @ 12" on center; that the entire remaining property be established and perpetually maintained as a non-disturbance buffer, to remain in perpetuity once re-vegetation is complete; and as depicted on the revised survey prepared by G&A Land Surveying Inc., received on May 18, 2023, and stamped approved on June 12, 2023. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at,a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Ve ly yo ur oD a Glenn Goldsmith, President, Board of Trustees GG/dd r SQ Town Hall Annex Glenn Goldsmith,PresidentO ski,Vice President ��. 0 54375 Route 26 A.Nicholas Kru p �� �'' �, P.O.Box 1179 tEric-Sepe on ski Southold,New.York 11971 e...• k.ti�JLii'Gxll oly', �., Telephone(631) 765-1$92 1,� labeth Peeples Fax(631)766 6641 w ? Zak g\j �'' ,T" • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2146 C Date- kne3 2024 THIS CERTIFIES;that tGe as-built above-stround 500 a�llon propane;tank(30"z8'�ZOso ft.):_as-built raised wood latform�far AV unit and,Aec6ical,for.1/A/''s stem 3'x9'.2 : . oneast ide.of dwelhn as-builton grade dry laid slate"walkway'with IaodingS4'X46' 184s0 ft:) as-built on rage dd d_ry laid slate walkway.not mexceed 4'in,widih-omnorih,side!of dwellin k' 4'x47' =T88s ft:`•:as=bu't ial cone ete walkwgy.with added d1y laid slate walkway with'landing'f4'x46' 184sq 8)i lM—west siide'of dwelling-as,lbi iltBelgian block surround for wivel drivewa +Z-..:1.40_ inear,feet`'alon `soutb a c 'and east si of dwellin •.as-built ve drivewa '+/-635s eft alon s uth,side of divelliri •iemoval of'existin mulch surroun&g planted vd'etations reinoval`of eidstin ire it' 8'x12`2'(97 6§q 1 shed'has been removed and not replaced;-and expansion of abgroved-areii of planting_i4merican. Beach grass to cover all�addit onal areas'anb'ro'ved,W2"'on center thatthe entire-remaining propee y be established _and tieriietually maintained m t non=disturbance=buffer to'remain irtpe•rnetuity-once re=vegetation-is�comul te: At 4200 Kenney's-Road.-S,U l old Suffolk County Tax Map-#100044=4-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated,Februwy- `15..2022 pursuant to which Trustees Wetland Permit#1016§.gnd Coastal Erosion Permit;#10`1'6 C'.Dated june.'15.2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for as-builtabove ground 300•eallon pMane tank (30''z8' 20sq'81'as-built raised wood platform•for AV unit and atIectrical far VA/system(3'x9'.27-sn.R.1 on.east side`of dwelling as'built on grade dry laid slate walkwaywith landing.,,-WX46' 184sg ft)•"as built on grade dry laid slate walkway not to'exceed'4'in width on north side of dwelling Wic4T .1 98sq ft)•as-built'.oartial concrete .walkway w*added dty laid slate walkwaywith laadink,Wk46' 184sa ft')along west'side of dwelluae:as-built SOW an block'suaoundfor gravel driveway(+/-1'40 linear feet)along•south and-east sides of dwelling:-as-built gavel driveway +/-635sq ft)along south side ofdwelling.-removal a€existing mulch surrounding planted' yegetation,.removal of Wdstmg fire ott.8'x1'2 2'{97 6sq Et shed has'been removed and notrenlaced and'sxpansion ofapproved'area,of,olanting'American`Beach,grass'to coverall`additional•areas approved 1.2"on center_ihat_the entireremainjapropertv'be established and perpetually,maintained as a non-disturbance,buffer.to4emam'im perpetu6 o'nce re-vg, etat166 is:complete:, The certificate is issued to'!SOUTHOLD'SUNSETS::LLC'.owners of the aforesaid property. Authorized Signature v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04406 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: SOUTHOLD SUNSETS LLC SOUTHOLD SUNSETS HOLDINGS LLC 125-06 18TH AVE 4200 KENNEY'S RDISCTM 1000-54-4-3 COLLEGE POINT,NY 11356 SOUTHOLD,NY D 1 Facility Application Contact: D MICHAEL A KIMACK' MAY - 7 2018 PO BOX 1047 SOUTHOLD,NY 11971-1047 (516) 658-6807 B=a04G DIE, TOWN OF SOUTHOLD Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 713.783 NYTM-N: 4549.882 Latitude: 41°04'19.6" Longitude: 72°27'19.4" Project Location: SUFFOLK COUNTY, TOWN OF SOUTHOLD, LONG ISLAND SOUND Authorized Activity: Remove the single family dwelling. Construct a two story single family dwelling,using the same footprint, and place onto a raised pile foundation. In addition, install a plank walk to the raised dwelling. Add a vegetated non-disturbance buffer. All work must be in accordance to the plan/survey prepared by Peter A. Groben last revised 10/16/2017 and stamped NYSDEC approved 11/22/2017. , Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04406/00001 New Permit Effective Date: 11/22/2017 Expiration Date: 11/21/2022 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ St y Broo 15 Circle Rd Stony Brook Y 117 0 409 Authorized Signature: MAW Date 11 /t-L MO Page 1 of 5 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-04406 Distribution List MICHAEL A K MACK Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Peter A. Groben last revised 10/16/2017 and stamped NYSDEC approved 11/22/2017.. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of. the completed work. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 7. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 20 linear feet landward of the tidal wetland boundary. Page 2 of 5 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04406 8. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales; silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 9. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. J 10. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 11. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 12. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 13. No Floats This permit does not authorize the installation of floats. .14. Prohibition Period for Nesting Birds To protect nesting shorebirds, including threatened and/or endangered species,no regulated activities may occur between April 1 and August 31, inclusive, of any calendar year. 15. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department.of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 16. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,�remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 3 of 5 MU/ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04406 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; Page 4 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04406 b, failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation.Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should.be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or,damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be,required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5.of 5 BUILDING DEPARTMENT—Electrical Inspector. TOWN.OF SOUTHOLD 'Town Hall Annex- 54375 Main Road--PO Box 1179' Southold, New York 11971=0959- Telephone (631) 765-1802- FAX(631)765-9502 rogerr southoldtownny.gov-- seandc&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: , c — c Name: License No.: yam ,_ L email: ;z ® 0 L, C oV Address: P.O 1141 q -r-r K t f g Is- { Phone No.: ,S i (o - q 03 -7/Sr JOB SITE INFORMATION (All Information Required) Name: So�, 4-vN, l Sc�rvSvc Address: 12 o A-D . 4 Cross Street: L E E-7 o m D a 4 u..e Phone No.: SS/ (v - 3£s 3 9 — Bldg.Permit#: 9S-` email:. -. Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES A NO Rough In Final Do you need a Temp Certificate?: (FOS/ NO Issued On 0-�0-a 0o20 Temp Information: (All information required) Service'Size 1 P 3 Ph Size: a.00 A #Meters Old Meter# tOUntderground Fire Reconnect-Flood Reconnect- Service Reconnected,: Underground Overhead Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: �WsTv��LI iv i evq >P.v y i cr@ i _ C E)� � r� P U *t `K TION - J U L 1 6 2020 Request for Inspection Formals BUH,PING DEFT. ��S�fF01,�o0�p Gy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # r7 q to Date SU A0 2020 Customer Name LL_C Electrician Name M Man E e +r l Address '04 Kenncy!5 M. SoutholdPhone 55 1 JQ — —_7 e-mail O e-mail T T OL . C6m Phone rj I(o— S — 5� p License# I feo,\5 3 E Size QQ A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 .2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification' valid f ays from th to above. Authorized by BUILDING DEPARTMENT-Electrical'inspector: TOWNOF:SOUTHOL.D c.� T6wn Hall Annex 54375 Main Road--PO Box 9179 Southold, New York 1197`'f-Q959 Telephone (631) 7651802 FAQ;{63:1.)-765=9502: roaerr0southoldtownny gov .seand( southoldtoWnny---------------- APPLICATLO:N FOR ELECTRICAL INSPECTION: ELECTRICIAN INFORMATION:(AIl information Required Date: /3 � Company Name:. Name: lie ema License No.:��/�_ 11 � I Z ® p L. C Dm . - Add'ress::- Phone No:: S i (o - 50 3 —74S 1 77 JOB SITE INFORMATION (Al Information Required) Name: II Address: q.acv Cross Street:. L 6c/ M-14 - �- Phone No:: _ BIdg;Permit#: .Tax,Map Distric J . BRIEF_DESCRIPTION OF WORK(Please:Pdt Clearly) It(..S 7644—..QCrW C� -. l/tCJ',..: .�2CT(2�.Ce`� S S•rU.�.0 2 .:..W-r.. r_ Chicle Aff:That Apply: n Is job ready for inspection?: YES NO Rough in Final is Do you need a Temp C'ertWcata?: 6Y`S NO issued On - -. 0-2,-Oo2O Temp information: (Au information-required) Service Size: 1 P 3.Ph Site: _:__�C A #Meters OK Meter# N=ServicDe -Fire Reconnect-Flood Reconnect-Service.f teconnected Un derground: Overhead ' Underground Laterals 1 2< H.Frame Pole Work done on Service? Y rN Additional Information, - c TION. J U L 1 6 2020 Request for Inspection Formals BUMPING DEFT. _ .._........ . ..:...,._ . ... . _ ..._fir ,,- �u,'77HOLD..,... _ PERMIT# Address: Switches ? Outlets II ' Il- GFI's Surface Sconces HIs ; UC Lis, f Fans Fridge HW Exhaq-St Over> Dryer DW Setv�ce sir►akes .; .. afoot �omfao Cc>c►?ctop` 'l�r�tsftx� AH i )irtr- �,�q� Q J Soociat 6,:e Comments. f IFQ Scott A. Russell Su p STOR IM[WA.T]E]E, SUPERVISOR . a to 1WA,N AGJE AM[IEN F SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 41, Town of Southold 1 y+ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -r' E ,;j i ........ .... . . _... .. - _._... DOLES THIS PROJECT INVOLVE ANY OF THE IFOIL]G6WIN� 5 2020. Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affe;cts_�.m-ore ,.., than 5,000 square feet of ground surface. - =' ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ 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 floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ........... .. ........ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: l OOO Date: /Di�str�ict NAME: H1�' CAL' 1L=c Q5 Section 'Block Lot Gpolurci :k:k:k:k I (:)F�.BUILDING DEPARTMENT USE C} ,1 }, Contact Information: ,7�'`��5(7 ' �a i rirphme u�rn,o Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. #: 1000 (Property Owner,Design Professional,Agent,Contractor,Other) 6- a�sQ/r CHAPTER 236 4-4 C4 0? Stormwater Management Control Plan CHECK LIST Pk P,m NAME: l,��j4CIL Section Block Lot r" S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. �e r Date: Rio * The applicant must provide a Complete Explanation and/or Reason for not providing, a 06 ,� D,zd 1 2s� all Information that has been Required by the following Checklist! T.Icpin n,c,,: 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! YE show all of the following items: S NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 0 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§23e-17(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'lntervals) 0 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 9=== j. Location of proposed Soil Stockpile Area(s).k. Location of proposed Construction Entrance/Staging Area(s).I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch fE rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0 b. Construction Entrance & Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) O� d. Leaching Structures (e. . infiltration basins,swales,etc.) ....... .. .. ._.................... ... . .. .......... . . F011. I:.NG'INEI.,.' tINTG DEP AR"I-1iENT USE ONLY'*�* � Additional Information is Required. Reviewed & l Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — - -- — Stormwater Management Control Plan is Complete. Date: i SMCP has been approved by the Engineering Department. FORM # SWCP Check List-TOS MAY 2014 Fot��® Town Hall Annex ' Zo ._G�n' `` : Telephone(631)765-1802 t fir, 54375 Main Road Fax(631)765-9502 P. O. Box 1179 ze Southold, NY 11971-0959 a`' g BULL®SR9;GDEPe�RTP�IENT NOT.IC'E OF UTILIZATION OF TRUS-S:�TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION-,AND/OR,tllVIBER CONSTRUCTION Date:,. Owner : S�QIJ�iS>OL1�,-:ISUrtIS' ;TrI �LD Location-of Property: -7%206 Please take notice that th&(check applicable,line):. New commercial or,residentialµ'structure' --.,;Addition toexts`teng commercial,or residential structure Rehabilifationito-:an existing commercial or residential:structure to be-constru d:or performed at the s t property reference abov µwill::utilize (check-a '' ' I ir' us _fype;constructio (TT i - :- - - MAR - 5 2020 Pre-engineered,wo.od,.constructon,.(PW),;; r° Timber construction."(TC) . ; in the folio location(s) (check applicable line):` loor framing, including girders and beam" (F) Roof framing (R) Floor and roof framing Signature: Name (person submitting this form): I-IICYZI. Z� . k//'.MG/C Capacity (check.applicable line): Owner Low Owner representative TrussRegl5.docx Effective 1/1/2015 OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Ol iQ BUILDING DEPARTMENT January 24, 2022 TOWN OF SOUT OLD Southold Sunsets LLC 125-06 18th Ave College Point, NY 11356 RE TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. X Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. (Planning # 765-1938) al Fire Inspection from Fire Marshall. (631-765-1802) — Truss Construction Placard -VF.-- iJ X Final Elevation Certificate required. _ — Final Trustees Certificate o n Camp I'R/1ce Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44895-Z New Dwelling oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 a BUILDING.DEPARTMENT February 10, 2025 TOWN OF SOUTHOLD Southold Sunsets LLC 125-06 18th Avenue College Point, New York 11356 RE: 4200 Kenneys Rd., Southold TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Floodplain Development Permit Application (Enclosed) F i r)oA ra"Mi i- Plumbers Solder Certificate or Pex Affidavit �� q 51 Trustees.Certificate of Compliance. (Town Trustees # 765-1892) �- Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Survey with Suffolk County Health Dept. Approval. Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 44895-Z .New Dwelling LOT AREA 1-;S q SQ,'.FT:' 04-397 oW:;.DEPn L,_Tf WN QF Sn�'7Hp'7 ND SOUND LONG ISLAND S� uNE 11-6_2003 PROX AP MEAN HIGH WATER g8.65� r • 03 N 3gp1 4�11E N N•41'31.' , "E 29,85 0 o = v' 0 :.Z Y p m m rc =::w U) >< v .. L deck r Y r m Wbod encl '' Z �' 7.6' Aorch cn m 23.9' N m 7C O 9 ►"� i.1 16.1 N 1 N U1. Sr", �. DWELLR � FT? SHED E �12 X8 97 drive'r'r• w• p ►� • 37•02� a p FD 'pO��W 1 (0PIPE S 39•2 NOW OR FORMERLY MADOS N KATRA JOHN Kp,THER�NE U1 O 0 O � CD oR mw • e -pow= k Ain ;��4K,? S! lIOU'o.•tpmt. JOB'No: 03.=485 FILE'No.' . '824 F .: •1vip .M4!�f uv�upr�.o6�wv.ana,gow�alenal. %SURV ronw EYED FOR DI MOLES urunc�Ma" agi ..p[Y 1d11iQA14M Q/ki'1101 ME . srGuwii wrno`�I�•es�i ia�,w�ew:ae.- ., .; 7'i.:;•. aunt:r'e�lrrq'Ewa. t�aryr�nitm�R:mrwrr.-�owwwm�► ;: S17UATED,AT-SbM.0LD -` '.,�Sc:4:tS.'�4�7.7�.W0�'l�i�d,�A:�mR•Nb:�ii;Yre:�wa}op-ne. , . ..• .. .. �not.at�G�YC�J�'rot• t:10 Aoo�11w'L gYi1Nm1/•• OF,SOUWFIOLD, SUFFOLK•COUNWY N.Y-;, ' S('JU$ 1'. 30' DATE 9-21-2004 mro ao+r.aANar.rriir w+sr:»c w�v•�+tioa�ti.s� a oeo�oo '■uu'Moa s aouaaim m K A"Y"mn. FI46 I.tAP No. OATS CERIIFlEO.ONLY TO:. TAX MAP No.(REF ONLY)1000-54-4--3` DISK 2003 •D1NA:HOLES;.!, ;.•. . ALISTATE`ABSTRALT CORP'• 'HAROLD F'. TRANCHON JR. P,C. "FIRSI'AMMCAN.IME INS: CO: OF NEW.YORK LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER—MANOR RD.-WADING RIVER, I 048992 NEW YORK, 11792 ". N. .ALI.C.No. kXROLD F..TRANCHON•JR. PENN LK.No.2115=E 631-929-4695 L 19 _�G�l 6 ��P��Ory95 SG 5.i7 sCI x �� 4.47 NG TOE 7.14„ � NG 5.21 \ 18.48 \ TOP / \x 4.59 NG SG 5.13 7471 roir 8.53TOP1 7.23 GB 5�I5� // / / //J / I .12 LATH x 4.56 F J 7.91 GB / i NG 7.09 x 0 / / NG ///TOE7.16//�///� C Q x 7.46G8 I I I �sOo �f SG99. I 70 8.01 SG 4.96 Q ' / % 'TOP Gel I I Oj 10.04 /J /♦♦ 14,/6GB 1 10.3�k NG ). . 7.22xGB 1 / TOP 00 x 4.45 NG J TOE / / x •�!,- / 6.99 / 1/GB7. x GB 7.35 rfj / x8b4GB V '1\ / % LANDWARD LIMIT OF TIDAL J '1 / / / O / / x 8.51 WETLANDS AS DELINIATED pt� // %' / //8.55 / AQ / OE BY G&A 29 SEPT 2014. Q� l� TOPi er * GB ♦♦ // S1 0 / / / x 7.60 G 7.63x. x GB 5 /i��/ /♦♦♦ gyp• 7.48 �� / TOE 6.74 / CP2X2 / -9.20 FD2X2HT x4.59NG �j SG5.97// ETW 6.73 / GB85 ♦♦ ♦♦♦ / �� 8.43N �Q5 // TOEAP 6 884 % B 7.88x //♦ ♦♦♦ 10.28GB x onj� / � i_>A 18.39 TOPAP J/ ♦/x 9.41 � �� // /♦ 7.72E / / GB TOE 6.71/(♦♦/ �8.3�� G87.64x / /J/ �/ G810.04k / o,• / NG7.43 x TOPAP �7.91ETW / / SG 5.38 /5.61 NG i/// / �`\4\OE /%9 8P D"JI 10.41 GB / \ K / / // ( r�GB7.77x / fie♦/� ( ♦ios x01 ��� x8.21 GB j� 8.47/ \ ETWk9 �1 e ♦&fj / ��D � a x8.40 NG ITER TOE 6.36-y ,/TOPAP 7 �' / /� S / ti® IETW 8.09 l_ r vC �:j �,.95 Q -- / OO \ _�ANKAP x S GB �B10.12 - 5.42 SG is �S DAP/ cDG89 2 J O� SJ 8.08 GB ��yPa // 8.86'P6ANKA'P 92 x p ry !Z t 0 8.55 DAP 1x A / /TOP ' Q P`,` rta aw 99 \ W /845 8NG 5 x NG �9� NG 0 x 8.30 00 ,..eciu 3 PUN ip \ 0 �S .7s / GB S�V TOE O / O (�� V •� 8.39 i // & //QUO��F ovv. S��q'L�' x _nv ,(8.16 ` ', BLDAP O oO fJ 9.29 CP2X2 G"r Q TOP 11.41 , 51 gg �A6' e�j.0 .05 G� PCCWDAP 8.76 \ �x it� �P� 10 x 9.56 F IMPERVIOUS PERGA 7 \\ -\ 005 %1OGP A' NG 'y SP��399 __�GENERAL LOCATION OF / \ EXISTING SEPTIC STRUCTURES. OF IMPERVIOUS PCCEC 8.68 •CC % (WATERLINE)- �'� �1•/� c��GP""0 �J��G• Q� EX. UIP TO BE REMOVED PER PSESG NDAP 8. 0 / 03p6� NG 3,827 S.F. ENDWF 8.5�/8� ap G� �9�1/%88 y�O 7' TOE TOPTOEDL o PCCAP T GUYPCCAP7.48 7,8 / EP 6X6WFP 7.72 � ACSWAP EP 6X6WFP 7.52 ° .;". . '•: •31 ACSWAP GS 10.5 :^: ` • WRAP 8. / 2 AP C �`� GOJ .,..: EPWF NG7.46 / N END 8.1 %� 11.75 FD.5IP 4LL: •{` j J//x 51T0 11.50 NG xt '0.17z. REQUIRED. CPCNAIL•.7.20•� :' ,' p. x 1.38 TOP 7.28 CIVAIL' YWV 6.82:•.'....• .ti i\\ \\\NX ,y / OT 3 x \ \ POS 9.09, O ITER. x7.05 \\ !y �i AC: `',r' .58EP ✓!THIN ZONE VE BASE E ACTION ON THE FEMA /ISED 25 SEPT.2009 FOR �',":::�::�=':°:•:: :- IMMUNITY NO. 360813. -' •�' �,':'" ,� AC. !E REFERENCED • '•>` ♦ "'`. '9,���yC, Or IVD88 . ' =7}CAp'.5.04 OC�l� 6.64 OHLINES ONSETS,LLC �5.88 WV N9!�0y 2ACRES �, O� ACAP 5.81 Op e? GLE FAMILY DWELLING o,Q) LY DWELLING !1 F DECKS DECKS SURVEYED:29 SEPT 2014 _ REVISION:02 APRIL 2015; HWM, PW CONNECTIONS REVISION:02 JUN 2015; SCDOHS STAMP, EXIST SS / FROM THE PROPERTYUNES TO __ NOTE, SHEET SIZE , /C`, R i i MAP OF DESCRIBED PROPERTY AT SOUTHOLD, TOWN OF SOUTHOLD, �' CO. OF SUFFOL ST. OF N.Y. TESTHOLE FF=1eo EL=a.t SCT NO. 1000 - 54 - 04 - 03 �' PROPOSED SEPTIC ALE DETAIL 24'00 LOCMG WATOMWIT s flip brown fJne to coarse sand SW NVSECT PROOF CAST IRON COVER.\ TO GRADE a.a- 1 9.5 GROUND �® =ao s.r c.a Ta Nv :�=>.°��-�' �:a.2��':�,.:�.�ti�:��s�<:-. .:=�►.. d 2 7.3 OUT T 21NV /• PROP.1,000 :f•<<'' 4 0 Waterin pale brown fife SW GAL S.T. %1 _'�`'' 3 a ti 50 r to coase sand 3 3 3'CLEAN ' ee . SANDCOLLAR�;, 3.Olf>fael.- 'r. n•:�'"+ :..t?.'',y'_a .. ® �401 f5• GROUND WATER EL 0.0 ►.�..; �. 3.0 `aSX47sX4e \.dql Comments:Wafer erfoamterod 8.1'below sur/ace. LEACHNIIG GALLEY TYPICAL 0 / DATE OF TEST HOLE: 12 AUG, 2014 x,o BY:MCDONALD GEOSCIENCE / 'g/ SG 5.1T O � sc / 4.47 NG .p�t'0� 0{ NG 5.21 40 7.14 TOE \6 + +� / / TOP `\ SCALE: 1"=20' '• NG + SG5.13 ++ /+ ++jY+.47/ � +.y/ / .o�O �0�►�"5 ++ + + /l/8'53 TOP// 7.23 GB + J�++ ++ + i/ // 1 .12 LATH s �. +, 1\ ING +/4� + ++f/�i�/ %7.91 GB NG7.09 + /�T�f*7+16A 7.46G8 ! 1 1 ` 4.99 +///++ ++ *�///' + + + / / I bol SG 4.96 �� / ib + / 'Top / t_.Is.s2 1 10. 1o.oNG ' U�/� C��/�/ON - V TO 4.45 NG , + + + /// //7 22 GB GB 1 / NOTES: 4A + +TOE + / / l + // GB 7.3t AC.-ASPHALT ♦� }++ saa9 i // G8 7�0 A. 804GB r R�'pL�NT/'�R.�ip IBIS,j'y000N t/1/ BK:BR►CK AP.ANGLE Poavr `�� ++�'� +/' /BTOPi/ V� GB �J/// // AML�ip<CAIV 9,f'�EeN GR,aS5���70 BLD:BUILDING + BS:BOTTOM OF STAIR /, ���` / + + +++ +/ GB GjCS:COBBLE BMW / / CD:COMPOSITE DECK 4� ++T•QE,6.74+.++ /CP2X2 9.20 FD2X2HT ELEC.:ELECTRICAL 4.59NG ' SG 5.9 ,� + +6i73( � / G7B85 EP:EXPANSION POOL A•v //+ +*g + / SOB 7.88 ,/ //// 0. TRAVELED WAY 6Wv.3 •. /++ + + / 8.39TOPAP // / 9.41 jEX.SS.LAT.:EXIST SEWER LAT. �� rye.: /++ i+ + +I // 7.72 /i GB FF.FNWSHFLOOR /+ _T066.,�1/// /8.3�� / / G8:GRADE BREAK / NG7.43 / + + % / TOP, �7.91ETW G87.64 , GL:GAS LINE SG 5 38 5.61 NG++� ''� / �7.8 roE LP:LEACH POOL 4 + r / 9.2 Y Ory` / / LS.:LIGHT STANDARD + + j+ } /v i o» ,�' 8.2' GB Per �� �y /+ + >GB7.77 /, MHWfN:MEAN HIGH WATERMARK �+, ('•'•.� � /� G NG:NATURAL GROUND !+ +8• / ETWk9 �F /9 A� ,� 8.40 NG h.• P/W:CONNECTED TO PUBLIC WATER TOE 6 36 +'•• ,/ TOPAP e / SG.SEA GRASS LIMITS / vo SRF:SPLIT RAIL FENCE 5 42 SG / ,►� /J� -T'i!ANKAP AP/ CP 2 G 2 SSMH:SEWER MANHOLE j 8.08 GB / ' H 866 TBR:TO BE REMOVED • � � / nj 9.20 TC:TOP OF CURB 71 'S APO. NG TD:TOP OF DOCK /TOP ' ` 99 5�0 �� I S N y 5 NG L TW:TOP OF WALL /(79 8.30 00 0 t{/ 9 OQO \.\'' .01 � WP:WOW PLANTER TOE / GB 0 8.39 + O_a WY:WATER VALVE O 1 15�5v0060 �`(\(!�C �� `L? ! (�`�C 18.16 BL1141 (� •10��iP \1�&.ql� .05 9.29 CP2X2 50 TOP PCCWDAP 8.76 \ 5_s�� ,15 / l>> NG9. 6 EXISTING LOT COVERAGE OF IMPERVIOUS PERGA . 7 �\ \r \4y //( `� GENERAL LOCATION OF DCISTING STRUCTURES: 1,530 SF=11% SEPTICSTRUCTURESTO BE PUMPED CLEAN i REMOVED IN ACCORDANCE Q� PROPOSED LOT COVERAGE OF IMPERVIOUS PCCEC 8.68 8"cc �oPP / o � WITH S.C.D.H.S. STANDARDS -p� STRUCTURES: 1,657 SF=12% (WATERLINE)-_ NDAPr6 8.91 P EX. U/P TO BE REMOVED PER PSE&G \ a JAL 7 TOE_ .904 NG O� TOTAL BUILDABLE AREA = 13,827 S.F. ENDWF 8.5y PCCAP7.48 7.84� �� �GpP / / TOPTOEDL PCCAP 7. GUY - _- leAPPRO ED BY EP 6X6WFP 7.72 ACSWAP �� EP6X6WFP7.52 31ACSWAP 2 QP'' 10.58TOP ���.� WNG N8 5 BOARD F 1 RUSTEES GO NG 7.46 EPWF 7.57 wD N ENO 8.1 /� /' TOWNOF SOUTHOLD STORM WATER CALCULATIONS ROOF 51T0 11.75 FD SIP COEFFICIENT=100%FOR A 2-RA)WALL: ` 11.50 NG TOTAL IMPERVIOUS AREA-1320 SFX 0.17 " , ,. PAP,• 7y S `\ DATE RW)Af-� 1G 12oc8 ■224 CU.FT./4L2=&3'OF a'DIA.DW REQUIRED. CPCNA/L•.7.20 -.` ;`° DW=(1)81DG4.X e'DEEPTCP Wv ALL LOTS WITHIN 150'OF SCTM LOT 3 7.28 CNA1C 7 0 : '. :. \ P05 9A9 ' •� __ Q..-- --__ - 1' _ o' ARE CONNECTED TO PUBLIC WATER 5 \ .58 EP THIS DWELLING IS SHOWN TO BE WITHIN ZONE VE BASE •�:`'••�`�' '� -' ���`•'"�'" _' ..�AA}". ''' FLOOD ELEVATION (13)WITH WAVE ACTION ON THE FEMA - V' NFIP FIRM MAP NO.36103CO154H REVISED 25 SEPT.2009 FOR : ... 1i THE TOWN OF SOUTHOLD, NY COMMUNITY NO. 360813. •'6.88•: �•••••' ELEVATIONS SHOWN HEREON ARE REFERENCED TO VERTICAL DATUM:NAVD88 6.64 OHLINES RECEYVEb OWNER(S) SOUTHOLD SUNSETS,LLC - ;::- 45.ss wv '9� y i ,•, .___. . LOT AREA 13,827 SF 0.32 ACRES d mill',1'r ACAP 5.81 0 PROPOSED USEUSE EXISTING ST INS SINGLE NGYDFWELIL ILY DWELLING 0 y9 ZV%'lr`'G 11OARD OFAPPEAL5 EX.BLD. TBR: 1,289 S.F.W/DECKS SURVEYED:29 SEPT 2014 F OF NS�V Y PROP.BLD.: 1,320 S.F. W/DECKS REVISION:02 APRIL 2015, FIWM, PW CONNECTIONS A. GRD 0 REVISION:02 JUN 2015, SCDOHS STAMP, EXIST SS NOTE, SHEET SIZE REVISION: 15 JULY 2015;TWB, IMPERV. & ST NOTES, THE OFFSETS OR DIMENSIONS SHOWN HERON FROM TW PROPERTYL/IES TO REVISION:02 FEB. 20166 PROP. BUILD., S.T. LOCATION. THE STRUCTURES ARE Farr A SPECIFIC PURPO.sE a USE.TPEIMFORE•THEY ARE REVISION:29 FEB. 2016;PR'CP. DECKS, S.T. LOCATION. �O NOTWMADEDTOMONUMENT THE PROPERTYLNES OR TOGUIDETHEERECTION OFFENCES.ADDMT"msTRUCTUREsOR ANY OTWRA"OVE+uSW REVISION:21 MAR. 2016,ADD DIST. LP-HWM, BLD S.F. % UNAUTHORIZED ALTERATIONS OR ADDITIONS TOTr«sSUP EYISAVIOLATION OF REVISION:05 JUL 2016,SEPTIC,SS PROFILE,DECK, STAIRS OVA �J�Q SECTIONT2WSUMMON 20OFTWNEW YORK STATE EDUCATIONLAW. COPES DWS, REMOVE Pr BLD S.F. %, IMP. CALCSOF mm EAMMSEDS�EALS ALLNOTBECON IOG THE WAV� Y.MQED SEAL °R COSTAL EROSIONELEV., LAND SURVEYOR NY LIC. 50869 REWSION:06 JULY 201-6;FIRM VE P.O. BOX 704 RIDGE, NY 11961 CERT1FIGtT►ONS NDK:ATED HERECNSrNtl RUN OI�YTO 7FEPERSONFOR iMIOAL THE SURVEY IS PREPARED AND ON THEIR BEHALF TO THE TITLE COMPANY•GOV- REVISION:05 APRIL 2017;PROP.BUILDING&SEPTIC ERNMENT AGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTMATIONS REVISION:09 JULY 2017;PROP. DW 631.849.4750 ARE NOT TRANSFERABLE TO ADDITIONAL Ia MUTI Ns OR SUBSEQUENT OW4 RS REVISION:06 OCT 2017:TWB,NDB, FF EL, PILE NOTE NO RESPOWr Wf YISASStWWBY THE UNDERSMGNED FOR ANY SURFACE SU9- REVISION: 16 OCT 2017.NON DIST BUFFER NOTE, HATCH NN O OUT R PROVIDED. ACE UTilTEs ANd OR STRUCTURES REVISION:27 DEC 2017.'ADD PROP. SEPTIC SYSTEM SCTV 1000-54-04-03 MAP OF DESCRIBED PROPERTY AT SOUTHOLD, / TOWN OF SOUTHOLD., �' TESTHOLE FF Ito CO. OF SUFFOLK ST. OF N.Y. a 'a'1 PROPOSED SEPTIC SYSTEM DETAIL SCTV NO. 1000 - 54 - 04 - 03 24-DIA LOCKING WATERTMIT& NO SCALE Pale GoW�I ��sand SW INSECT PROOF CAST IRON COVER Pa .` / TO a a I 15 GROUND - XIQ 8.1' 0. a.2 IN 7.a IN 7.3 OUT T2INV. V �f1 Waterin pate Gown fine SW PROP.1'� reef 'i`t'' 4.0 f GAL S.T. 0 O� . to corm sand 3.3 3'CLEAN 4 = 3.6 " '' .•, r. ::= eO{ GROUND WATER EL 0.0 SAND COLLAR.,•3.0MN. ��;. 'F''•iy5 :+.�^.•t`''y�'r�,'-< .3.0 LEACHNNG GALLEY Comments.Water encountered 8.1'below surface. TYPICAL GG� DATE OF TEST HOLE: 12 AUG, 2014 Gi5•. BY:MCDONALD GEOSCIENCE / SG 5.17 S 4.47 NG S QO 7.14 TOE ` 0A 6 NG 5.21 + / 18.48 / + +� / / TOP \ SCALE: 1"=20' • + q + 4.59 + NG SG5.13 + ++♦+++./+ .471 ++�/ + + 1♦/8.53TOP// 7.23 GB A + + + �♦ / 12 LATH 'w + + + / / I 1\ 56 �gV +♦4A ++{ l+i. ♦♦� 7.91 GB i NG7.09 s 40 NG +/++TQ E�`7+1 �t� 7.46G81 1 �e 4.99 / + + + / / / I • + / 70 8.01�1•• + + / 'TOP GB l 1 1 10. 100NG SG 4.96 6h /�! ,� + ♦/ -6.92 / TO + + ! ++j / ♦�7.22 GB GB 1 / -- NOTES: 4.45 NG t, I� + +&9 + ///GB Tp GB 735 �^� l 8.04GB ' �1 AC:ASPHALT ♦V / AP:ANGLE POINT ��� /*++ ++ ++r�/�8.55 �� � � ♦/ // E /QMLCRI CAI( 8,�'E eN G�E.4SS(��. - SK:BRICK ¢ + + 'P, k k TOP" GB �♦ / BLD:BUILDING o� � + + + + �- 7,60 (! Q 7.63 BS:BOTTOM OF STAIR �. �� + + + +/ GB 5 i CO:COBBLE BRICK /• i4 +LpE 74�+/+ /CF'2X2 i 9.20 FD2X2HT CO:COMPOSITE DECK 4 + + + 7 85 i ELEC.:ELECTRICAL 4.59 NG t, SG 5.9 /� + Thy+6�3(+ G8 ♦ i EP:EXPANSION POOL +TtE+AR¢ + / jdB 7.88 i 0 ETW:EDGE TRAVELED WAY A� '. %/+ ++ t •✓ 8.39 TOPAP ,/ ♦/9,41 EX::EXISTING ryO��• '' /++,�+ ++ + ,♦♦ ` GB / ♦ GB EX.SS.LAT.:EXIST SEINER LAT. 7.72 FF.FINISH FLOOR ,T066.M11♦♦ ; /8.3� ,/ / _ NG7.43 GB:GRADE BREAK ,+ + + ♦ / TOPAP \7.91 ETW G8 7.64 , GL:GAS LINE ; + + �r x': f \7.84�Tc�E POOL SG 5,38 5.61 NG+ ;✓" 9 2 LP.LEACH + // LSO:LIGHT STANDARD +++ T/+�++ / GB7.77 /S�Pe 8.21 GB MHWM:MEAN HIGH WATER MARK +/ / r \ /,P 0 NG:NATURAL GROUND j + +8 I --") ETW�1C9 �^ /g A�/� ►. 8.40 NG P/W:CONNECTED TO PUBLIC WATER TOE 6.36 + /TOPAP / p� . g SG:SEA GRASS LWfTS /�Oo \ . ANKAP AP dv\ G 2 SRF: It SPLIT RAIL FENCE 5.42 SG �� � ri / 0 8. oti SSMH:SEWER MANHOLE • 'J 8.08 GB �� - '' j 8 86 0 �A TBR:TO BE REMOVED m" 0 II.55 AP 6 Gj 9.20 j TC:TOP OF CURB / .71 Lfi �,�{t�" m N: 1 NG v NG TD:TOP OF DOCK /TOP 8.30�O P �0" t\Y �99 5g'op1��. .. Ra 11AA N5 tP 1 �r�1 TW:TOP OF WALL /�.79 0 WP:WOOD PLANTER TOE / GB .�� Q � \S�Qi EJ �O /8,39 I ti0 WV.WATER VALVE le BLDAP 1�\Sk•�b 9� G�(�Qr TOP PCCWDAP 8.76``, 11.41 \ F 5� �#-0 �p�5g�1� �5 5 NG 6 9.29 CP2X2 5 EXISTING LOT COVERAGE OF IMPERVIOUS PERGA . 7 �\ \•� \ PQ\� 9 //( GENERAL LOCATION OF EXISTING G j STRUCTURES: 1,530 SF=11% >�- 6� 10 // \ _ SEPTIC STRUCTURESTO BE PUMPED .`w CLEAN&REMOVED IN ACCORDANCE Q PROPOSED LOT COVERAGE OF IMPERVIOUS PCCEC 8,68 cc STRUCTURES: 50 p10PP // o J��G� WITH S.C.D.H.S. STANDARDS STRUCTURES: 1,657 SF=12% (WATERLINE)-- �'+ zh �. e 91 0 / 3�a6 � �(r EX. UM TO BE REMOVED PER PSE&G NOAP 7 TOE ,-9 04 NG TOTAL BUILDABLE AREA 13,827 S.F. ENDWF 8.5y k. G� - TOPTOEDL 0 PCCAP7.48 7.84� i , /, , APPRO ED BY I PCCAP 7, '' GUY �G � (�� EP 6X6WFP 7.72 ACSWAP 10.58TOP V EP6X6WFP7.52.••. .:.: •.; :=�;`•.' ;:::_..•:..`::.• .31ACSWAP � � �.• NG7.f5 2 Ap p5� BOARD F 1 t�USTEES WPAP8 / G NG 7.46 /�/ i `A' EPWF 7.57f • °•DUD 'N END 8.1 /// 1 1.75 fD.SlP TOYY OF SOUTHOLD STORN WATER CALCULATIONS ROOF 11.50 NG ,// 51T0 pyQ ,w COEFFICIENT•1oo%FOR A 2-RAJWALL: .1.0 I \ DATE V1CJ `( )�I Zt9C$ TOTAL IMPERVIOUS AREA a 1320 SF X 0.'17 :'' CPCNAIL•.7.20 7`9�9SN�V�� 224 CU.FT./42.2■&3'OF 8'DL4.DW REQUIRED. ,••• _• - \ DW■(1)8 VIA.X 6'DEEP `~ ' ` Lrb •WV 6.90 �� 1.3l 1 op ---- ----- 1NV 682, \ \ ` POS9.05 y •� o �. __�'S.._Q..�_ �__..._ ALL LOTS WITHIN 150'OF SCTM LOT 3 7.05' .'" .n t '• \ .58 EP ARE CONNECTED TO PUBLIC WATER. Ac=:;:�-:�' •. AY THIS DWELLING IS SHOWN TO BE WITHIN ZONE VE BASE FLOOD ELEVATION (13)WITH WAVE ACTION ON THE FEMA NFIP FIRM MAP NO.36103CO154H REVISED 25 SEPT.2009 FOR THE TOWN OF SOUTHOLD, NY COMMUNITY NO. 360813. :6 8B ELEVATIONS SHOWN HEREON ARE REFERENCED •'°�':6 1 3 C r� 1 L\ 4 TO VERTICAL DATUM:NAVD88 'AeT►/?'g.04 L lA 6.64 cl OHLINES - - - OWNER(S) SOUTHOLD SUNSETS,LLC y "' LOT AREA 13,827 SF=.32 ACRES d' ACAP 5.81 F'Q 0 * 42 USE EXISTING SINGLE FAMILY DWELLING Oy PROPOSED USE SINGLE FAMILY DWELLING `y EX.BID. TBR: SURVEYED:29 SEPT 2014 OF NEW 1,289 S.F.W/DECKS '� PROP.BLD.: 1,320 S.F. W/DECKS REVISION:02 APRIL 2015; HWM, PW CONNECTIONS Fk� y0 GRO wp� REVISION:02 JUN 2015, SCDOHS STAMP, EXIST SS C2 NOTE, SHEET SZE * 4 Z REVISION: 15 JULY 2015, TWB, IMPERV. & ST NOTES, THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO REVISION:02 FEB. 2016; PROP. BUILD., S.T. LOCATION. p THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.714EREFORE.THEYARE REVS/ON:29 FEB. 2016;F ROP.DECKS, S.T. LOCATION. .� NOT INTENDED TO MONUMENT THE PROPERTYLNNES OR TO GUIDE THE ERECTION REVISION:21 MAR. 2016,ADD DIST. LP-HWM, BLD S.F. % � OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER AIPROVEAENT UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEYLSAVIOLATION of REVISION:OS JUL 2016;SEOTJC,SS PROFILE,DECK, STAIRS �^L ' SECTION 72MSUBDMSON 20OF THE NEW YORK STATE EDUCATION LAW COPES DWS, REMOVE PT, BLD S.F. %, IMP. CALCS p EN OF TMS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S"CED SEAL OR COSTAL EROSION ELEV., EMBOSSED SEAL SHALL NOT BE CONSMEREDTO BEA VAIM TRW COPY. REVISION:06JULY 2016,FIRMVE LAND SURVEYOR NY LIC. 50869 CERTwCAT►ONSMrATED HEREON SH4LL RUN ONLYTO THE PERSON FOR WWW REVISION:05APRIL 2017,PROP. BUILDING&SEPTIC P.O. BOX 704 RIDGE, NY 11961 THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE MLECOAPANY•GOV- 631.849.4750 ERNMENTAGENCY ANDLENDING INSTITUTION LISTEDHEREON. CERTIFICATIONS REVISION:09 JULY2017;PROP. DW ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS• REVISION:06 OCT 2017,TWB, NDB, FF EL, PILE NOTE NO RESPONSIBILITY ISASSUl1EDBY THE UNOERSLGHED FOR ANY SURFACE. SUB- REVISION: 16 OCT2017.NON DIST BUFFER NOTE, HATCH SURFACE,AEFUAL EASEMENTS.SUB-SURFACE U•ncmES ANDI OR sTRuCTURES REVISION:27 DEC 2017.ADD PROP. SEPTIC SYSTEM IN OR OUT OF EASE140M IF SO PROVIDED. SCTM 1000-54-04-03 i MAP OF DESCRIBED PROPERTY AT SOUTHOLD., / TOWN OF SOUTHOLD, CO. OF SUFFOLK, ST. OF N.Y. SCTM NO. 1000 - 54 - 04 - 03 / GGOV �7 A bey SCALE: 1"=20' P IV H y�Q� 05 SG 5.17 x/ G,l- �4.47 NG p A loq- * 0�1 x 7.14 TOE y NG 5.21 ? / + 18.48 JA1PQ�� •• ++ / / TOP ` + \ SG5.13 + ++ +//+ 471 ?� \ APPROVED AS PER TERMS +++ 0++ off/ / �°�fp� AND CONDITIONS OF x ++, ++ ++ ,// 6.53 ToPi 7.23 GB PERMIT NOl- jf- 5f �, / .12 LATH i P G + � + + �, / 1 DATE- + /4656 0 +/`�� +++ + / A7.91 GB NG7.09 x/j++TgE+7+16 1+�// 7.46GB I x4.99 +/ !p+ + ++/ I 0� / -y ++ T++7 ITO p Ge// I 1 Of 10.04 SG 4.96 6h �tp ,q� + ,� + TOP // ,:_I6.92 1 TOP k 10.39 NG 70 '•,x �%' �l' TOE+ ! ++// / ///7.22xi;8 x GB/1 � //I 9? NOTES: 4.45 NG + 6,99/+ GE 7,35 � GB 7. / B 04GB / AC:ASPHALT ♦v rx / 7 x / + x 8.51 AP:ANGLE POINT ,*1 /* +f' ++�`7++ I 8.55 �0 /7 /7 OE BK.BRICK O� ¢ + + `'? ,�TOP" 7 B /'/ // / BLD:BUILDING o + + ++ / `-` x 7.60 G Q " / / h Xrb BS:BOTTOM OF STAIR �' / + + + +/ x GB CB:COBBLE BRICK / �� +r�+E$74}+/+ CF42X2 """" """ / C90 9.20 FD2X2HT CD:COMPOSITE DECK ¢ + + t , " / O ELEC.:ELECTRICAL x4.59NG ' SG 5.9 /� + +6�73 GgIS /" "" / 8.43N EP:EXPANSION POOL •v /+ 6.84 + / foB 7.8k // "" / 10.28 GB ETW:EDGE TRAVELED WAY .O 4� `: +/+ ++ + ✓ " 8.39 TOPAP / /x 9.41 / EX.:EXISTINGIf ol� c ++ / y x 7.72 // // GB GB10.04. EX.SS.LAT.:EXIST SEWER LAT. 1� �r ++ ' +/ / / NG7.43, FF.FINISH FLOOR / _TOE 6.74/ / �8.37 GB:GRADE BREAK /+ + + f: / TOPAP \7.91ETW GB7.64x / / GL:GAS LUVF SG 5.38 5.61 NG+ 'I` x7.6 \E /19128/ V� I LP:LEACH POOL + + 4 y / \ / "' � x 0.41 GB / e L.S.:LIGHT STANDARD / + + �� + / \ : \ /�i�l''O 1 g�0 ��` x 8.21 GB MHWM:MEAN HIGH WATER MARK •/+//+ + \Et7.77 /G� _ x k NG:NATURAL GROUND TOE 6.36 +'+.+8 TOPAP I ETW 9 e�6e 7 // ti�''eOP x 8.40 NG P/W:CONNECTED TO PUBLIC WATER lr + / ®., /ETW 8.09 l_"/ pVC SCR. 95 SG:SEA GRASS LIMITS / Oo \ _�PLrANKAP P � � 35 �B10.12 SRF:SPLIT RAIL FENCE 5.42 SG S o SSMH:SEWER MANHOLE ASS% 6.08 GB V� / 2� 88 86 p6ANKAP 92 p��' TBR:TO BE REMOVED l 0� ���pt� / 8.55 DAP �9•70 x C x 9.20 TC:TOP OF CURB x�•71 Q� Q((� P e P / NG x NG�B�` �1 x NG TD:TOP OF DOCK TOP p� .� g 9 5�°!r� �► PL8A4N x.ea \ G0g' �.k TW:TOP OF WALL .79 8.30 00 0)�y 9 go�� �. •p I '� WP:WOOD PLANTER TOE / GB '00 Q�0�� Q`t�� �p` � ' ,L 8.39 I �O WV:WATER VALVE // a ,�5 �5i0 Nro �t� llot0 ,(8.16 l B 11.41 �� (O0VOGPOt, �� 05 9.29 CP2X2 5G Q TOP PCCWDAP 8.76 ' \ OJS�.0 v�OPS 9.5 NG 6 EXISTING LOT COVERAGE OF IMPERVIOUS PERGA 7 �\ Gg T7 STRUCTURES: 1,530 SF= 11% >�.'\ P �g i� __ GENERAL LOCATION OF 9 EXISTING SEPTIC STRUCTURES. OIV PROPOSED LOT COVERAGE OF IMPERVIOUS PccEc 8.68 cc STRUCTURES: 1,657 SF= 12% (WATERLINE)-_ NDAP 8.4 1� f/ 3y�G `0J��G x 8.91 �P_V EX. U/P TO BE REMOVED PER PSE&G a � $' a6� TOE 9.04 NG TOTAL BUILDABLE AREA = 13,827 S.F. ENDWF 8.5Y PCCAP 7.48 7. wo o�P �g�� Tom,-- TOPTOEDL OC,\0 PCCAP 7. GUY � �• V EP 6X6WFP 7.72 ""�` / EP 6X6WFP 7.52 <'.".`. ••. .31 ACSWAP " 10.58 TOP tPV NG 2 AP 0�" WPAP B. G NG 7.46 / EPWF7.57,f•:•,`:�•: .±::;:.�, `•.:'•';:.:�:..:;,:WD�•N END 8.1 / : L ':•:'::>.' •:..`....' :...• •.. // 11.75 FD.5IP STORM WATER CALCULATIONS ROOF / / 1.0 COEFFICIENT=100%FOR A 2-RAINFALL: ` '` /Z - • / x 51TO 11.50 NG TOTAL IMPERVIOUS AREA=1320 SF X 0.17 .' •'' =224 CU.FT.14Z2=5.3'OFB'DIA.DWREQU/RED. `.'CPCIVAIL•.7.20•:•':`�•''°;EPA 7y�s Vn / DW=(1)8 D1A.X 6'DEEP '.�'�'.' ",•,;1:' . �� \ PTO WV 6.90 f.31 i 0� :.. TOP �S V ` WV 6.82 \ O .O / ALL LOTS WITHIN 150'OF SCTM LOT 3 x 7.28 Cni aic` : ,. ••. ` x7.Ob; ^�40 ♦ ti ` C2 ARE CONNECTED TO PUBLIC WATER. AC: ;^''' :' "•: .58 EP �� O THIS DWELLING IS SHOWN TO BE WITHIN ZONE VE BASE ". '• `''"' .�nn>''>:_ ' G FLOOD ELEVATION (13)WITH WAVE ACTION ON THE FEMA J NFIP FIRM MAP NO.36103CO154H REVISED 25 SEPT.2009 FOR THE TOWN OF SOUTHOLD, NY COMMUNITY NO. 360813. AC ELEVATIONS SHOWN HEREON ARE REFERENCEDA� TO VERTICAL DATUM:NAVD88 j�'.,: >ae'aP:6'04 6.64 ,.j O OHLINES OWNER(S) SOUTHOLD SUNSETS,LLC :"• 05.88 WV 9�Oy LOT AREA 13,827 SF=.32 ACRES �'Qo a+ ACAP 5.81 ip USE EXISTING SINGLE FAMILY DWELLING Oy`� PROPOSED USE SINGLE FAMILY DWELLING y F EX.BLD. TBR: 1,289 S.F. W/DECKS SURVEYED:29 SEPT 2014 PROP.BLD.: 1,320 S.F. W/DECKS REVISION:02 APRIL 2015, HWM, PIN CONNECTIONS REVISION:02 JUN 2015, SCDOHS STAMP, EXIST SS NOTE, SHEET SIZE REVISION: 15 JULY 2015,TWB, IMPERV. & ST NOTES, THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTYLINES TO REVISION:02 FEB. 2016, PROP. BUILD., S.T. LOCATION. THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE REVISION:29 FEB. 2016,PROP. DECKS, S.T. LOCATION. NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OFFENCES,ADD177ONAL STRUCTURES OR ANY OTHER IMPROVEMENT. REVISION:21 MAR. 2016;ADD DIST LP-HWM, BLD S.F. % A IAND.s' v� .7/{� J/{�e UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEYIS A VIOLATION OF REVISION:05 JUL 2016,SEPTIC,SS PROFILE,DECK, STAIRS y SECTION7209 SUBDIVISON 20OFTHENEW YORK STATE EDUCA77ONLAW COPIES DW S, REMOVE PT, BLD S.F. %, IMP. CALCS PETER A. GROBEN OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR COSTAL EROSION ELEV., EMBOSSED SEAL SHALL NOT BE CONSIDERED TOBEAVALIDTRUECOPY. LAND SURVEYOR NY LIC. 50869 CER77FIC477ONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM REVISION:06JULY 2016;F/RMVE P.O. BOX 704 RIDGE, NY 11961 THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- REVISION:05APRIL 2017,PROP. BUILDING&SEPTIC ERNMENTAGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS REVISION:09 JULY2017,PROP. DW 631.849.4750 ARE NOT TRANSFERABLETO ADDITIONAL INS77TU77ONS OR SUBSEQUENT OWNERS. REVISION:06 OCT 2017: IIMB, NDB, FF EL, PILE NOTE NO RESPONSIBILITYISASSUMEDBY THE UNDERSIGNED FOR ANY SURFACE, SUB- REVISION: 16 OCT 2017:NON DIST BUFFER NOTE, HATCH SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES ANLV OR STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000-54-04-03 - J U N 2 1 2023 ra r. MAP OF DESCRIBED PROPERTY AT SOUTHOLD., / NOTES: PROPOSED PER BOARD OF TRUSTEES COMMENTS: TOWN OF SOUTHOLD, J 1) REMOVE FIRE PIT CO" OF SUFFOLK, ST. OF N.Y. SCTM NO. 1000 - 54 - 04 - 03 2) REMOVE OUTDOOR SHOWER 4'X 4'EAST OF STAIRCASE 3) REMOVE EXISTING MULCH SURROUNDING VEGETATION M AY 1 8 2023 J�Q 4)PR6WDE 4'X 20'PATH FROM EASTERLY WALKWAY TO Southold Town �O O 0�� ,•' SERVICE//A SYSTEM Board of Trustees Q y�Po,lb 5) HATCH ALL REMAINING AREAS AND PLANT AM. BEACH GRASS @ 12-O.C. NY �0 PQQy��S 1 v s OXA�JQ +* � + / \ SCALE: 1"=20' + + + + + ++,�++*++ �/�'} ++�,+++ '� ::BOARD OF �i r�USTEES ++ +; ����/+�++* ++++/ + 'TOWN OF SOUTHOLD O + +' r� + + + + + 1 + +i+++ + *'� ++�4 + ++� + + ++4 + ++ spa + + + 1+ + DATE � �� + ++k/++++%+ ++ +++++ ++ + I+++'�n+++++ O� fp �� ++ 4/ + �++++iri+++'+++++ +++ +�...++ aye +++++++ NOTES: ��• p�+ ++ ++/'-� + ++ -++++++++.++ + ++ ++ ++ +++++++ +AC.ASPHALT AP:ANGLEPOlNT •• 4.�V ++ +++ +/++ 4*/++ ,' ++}++ ++++ ++ ++.+ ++ ?+ ++ + ++++++++++++ 1 f'�+ + /+ +t + + + + + + + + /,i + + + + + + + + + BK BRICK + � + �+l/ + + �A G� + + + O + + + + + + + + + BLD:BUILDING ¢ + + d, + +i+ k + j'+++�o�(+ + +++ + + + + + + ++ + + + ++ + + BS:BOTTOM OFSTAIR �y �� + +++++� + +++ + +�'�" •++ + + ++ ++ ++ + + +.+7YP/C + + ++ +++ + + ++ + CB:COBBLE BRICK tt` r+ + + + + +/++ + + ++g,J ��aCy + +++ + t5+ •+ ''+++ + +++y + ++ ++ +++ +++ + CD:COMPOSITE DECK �l► 4 + + + + + . _ + U +P w �+ + + '* + ELEC.:ELECTRICAL `, / ¢ + + ++ .+ + + + + + Q•�'1+ + 1URA + + + ++ +' + •+�' + ++ + + + E.M.:ELECTRIC METER ++++ +++ ++ (4 ++ +++ ++dOJ�-Sh+ +++��++ ►++++� ++ �+ +� ++ ++++•+++ ++++*++++++ ++ ++ EP:EXPANSION POOL ^Q h �+ + + +++ + �� ,#+++ ++y �+0� + +++ +++ ,�, + +,+• +++ + + +++++• + +++++W+ + +++ O ETW:EDGE TRAVELED WAY •• / + + + +/ + + + + + + + + •+ + o� �+ + + +' + + + y+ + + + + + + + + + + + + �+ + • + �T + �+ Ex:EXISTING i� �, + + + + , + + + + + + + + + + + C? a EX.SS.LAT.:EXIST SEWER LAT. i+ a. + + i+ %+ +\\4 + + + ++ + + i + + + + + + + + + + + ♦+++ +''.+ + +w♦ FF.,FINISH FLOOR �+ + + +i+ f+�+ + + + + + + + + + +�r"'� + + +++ + + + ++ J� �,6�� + Av GB:GRADE BREAK + + + + + i+ + + + + + + + + + + + + + + + + f?Off+ P*, ��♦, 47• DO + + + + + + +i 1+ + + + GL:GASLINE i + +++ *+ +++ + +l + ++ +u. + +++ + + + �+n/*� + + + +++ + O JG++ �. ���4 off► LP:LEACH POOL + ' + ++ �++ +�++ ++ *i+ ++ y� + \+ ++ ++ + + ++++++} ++ ++ ++ +� �(G +���0*,y, �.�,aiQ�► �C'1 j+y +41 �OJ L.S.:LIGHT STANDARD + �+ + + + + + + + + + + x 1" +C �� A + G, LG TIES MHWM:MEAN HIGH WATER MARK +� + + + + + + + + + + + + + +��y" + -V`j�� + NG.,NATURAL GROUND / y + + ++ ++ ++�++ + ++ ++++ ++ + +++ + + +y -i,ZQp�a.- �_/�^% ++ �C? b r++ O P/W:CONNECTED TO PUBLIC WATER + /+ +y, + y, + + + + + y e + �9 �+ �� /+ PROP.:PROPOSED Oo /�. + + + ++ + + + + + 'm + 31 /q +' + -�� ♦ LG1 39 45 SG:SEA GRASS LIMITS �� `sue + ,++ + + + ++ + + + 4- SI2F:SPLIT RAIL FEIYC--- - + .* + ' + ,. ` ,i+ Q+ + LG2 49 52.5 / SSMH:SEWER MANHOLE + + +++ ++ ++ + " + ' ,yo: Q�'Q°� + + TBR:TO BE REMOVED / + + + + + + pQ� 0 o + + �G+ + LG3 59.5 61 TC:TOP OF CURB �p + .4� + + o •a• + + w TD:TOP OF DOCK .fl ++ �tOP.9 'I `�° I,& � /•. p0+ + + / + 17N:TOP OF WALL + p + -4. �' S •'� :.:off' * + + U/C:UNDER CONSTRUCTION U.P.:UTILITY POLE d + ��� 1�' p 'l�j,C + `'.• + WP:WOOD PLANTER YVV: 1 ER VALVE o e�L0.�1 O WA e�1 O 4 0 IV 0 EXISTING LOT COVERAGE OF IMPERVIOUS SG�� ' ,� •� W STRUCTURES: 1,530 SF= 11% PROPOSED LOT COVERAGE OF IMPERVIOUS W y g1 R ��► STRUCTURES: 1,657 SF=12% TOTAL BUILDABLE AREA =13,827 S.F. �.. . •;:;:::'`'.'::_:`'':,`':'::• '• ' SEPTIC TANK,L.G. TIE DISTANCES BY OTHERS :- :.4:; :''.: - 05 _ '•VYATERLINL-- '00/ STORM WATER CALCULA77ONS ROOF ♦ / ' COEFFICIENT■100%FOR A 2"RAINFALL: f. ^_ _,' / TOTAL IMPERVIOUS AREA m 1320 SF 0.17 "`: -• � =224 CU.FT.14Z2=5.3'OF 8'D/A.DW REQUIRED. DW=(1)8DIA.X 6'DEEP ,.. :a .�y.' ��♦ / 6 ALL LOTS WITHIN 150#OF SCTM LOT 3 r; 'nt `'�; �.• SG ARE CONNECTED TO PUBLIC WATER. �; *: p O THIS DWELLING IS SHOWN TO BE WITHIN ZONE VE BASE FLOOD ELEVATION (13)WITH WAVE ACTION ON THE FEMA _••:• _ "-'';s'::.. NFIP FIRM MAP NO.36103CO154H REVISED 25 SEPT.2009 FOR •` `'' THE TOWN OF SOUTHOLD, NY COMMUNITY NO. 360813. • •,'�'''''' ' A "` ELEVATIONS SHOWN HEREON ARE REFERENCED TO VERTICAL DATUM:NAVD88 - W O OF NEON OWNERS SOUTHOLD SUNSETS,LLC » j •� , ® 9f�Cy �Q �GF' GR �0'f� LOT AREA 13,827 SF=,32 ACRES / ' �� w� �F SURVEYED:29 SEPT 2014 Ci+%P * Q USE EXISTING SINGLE FAMILY DWELLING REVISION:02 APRIL 2015, HWM, PW CONNECTIONS PROPOSED USE SINGLE FAMILYDWELLING REVISION:02 JUN 2015; SCDOHS STAMP, E)CIST NOTE,SHEET SIZE EX.BLD.TBR: 1,289 S.F. W/DECKS REVISION: 15 JULY 2015;TK IMPERV. & ST NOTES, PROP.BLD.: 1,320 S.F. W/DECKS REVISION:02 FEB. 2016, PROP.BUILD., S.T. LOCATION. REVISION:29 FEB. 2016;PROP.DECKS, S.T. LOCATION. LAND S It1M . 50869 REVISION:21 MAR. 2016;ADD DIST.LP-HWM,BLD S.F. % P.O. BOX 70 , NY 11961 REWSION:05 JUL 2016,SEPTIC,SS PROFILE,DECIS STAIRS 631.849.4750 THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTYUNES TO DWS, REMOVE PT, BLD S.F. Yo, IMP. CALCS THE STRUCTURES ARE FOR A SPECIFIC PURPOSE 6 USE.THEREFORE,THEYARE NOTINTENDEDTOMONUMENT THEPROPERTYUNES OR TO GUIDE THE ERECTION COSTAL EROSION ELEV., OF FENCES,ADDMONAL STRUCTURES OR ANY OTHER IMPROVEMENT. REVISION:06 JULY 2016,FIRM VE UN4U7HORIZED ALTERATIONS ORADDMONS TO THIS SURVEYISAVKXATION OF REVISION:05 APRIL 2017;PROP.BUILDING&SEPTIC REVISION: BOT COMMENTS PROPOSED; 03 NOV 2022, REMOVE FIRE PIT, SECTION 72M SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES REVISION:09 JULY 2017;PROP,DW +Boss SURVEY SHALL n NOT BEARING D THE LAND SURVEYORS ter.�� REVISION:O6 OCT 2017:TWB,NOB,FF EL,PILE NOTE 4 X 4 OD SHOWER, MULCH. PROVIDE 4X20'SEVICE PATH TO UA. HATCH BEAREMAINING AREA UNDISTURBED AND/OR PLANT AM. BEACH GRASS @ CER77FICATIONS INDICATED HEREON SHALL RUN ONLYTO THE PERSON FOR"MM REVISION: 16 OCT 2017.NON DIST BUFFER NOTE,HATCH 12"ON CENTER THE SURVEYIS PREPARED, AND ON THEIR BEHALF RO7HE TITL.ECOMPANY,GOV- REVISION:27 DEC 2017:ADD PROP.SEPTIC SYSTEM REVISION:04 NOV 2022.AM.GRASS 12"O.C.HATCH ERNMENTAGENCY AND LENDING INSTITUTION LISTED HERE ON. CER77FICATIONS REVISION:11 MAR 2018:EG'S,MHWM G&A ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS REVISION:11 MAY2023.SIDE WALKS PER TRUSTEE E.P.DIAGRAM NO RESPONSIBIUTYISASSUMEDBY THE UNDERSIGNED FORANYSURFACE SUB- U/C SURVEY: 21 SEPT 2020.PILE&JOIST AS-BUILT AM.GRASS 12"O.C.HATCH SURFACE,AERIAL EASEMENTS,SUBSURFACE UnUTIFS AND/ OR STRUCTURES FINAL SURVEY:11 SEPT 2021FINAL IN OR OUT OF EASEMENTS IF SO PROVIDED. REVISION:16 FEB 2022:ST,LG TIES PER CONTRACTOR SCTM 1000-54-04-03 REVISIONS: 7/26/18 Added Gal'cy System 3/25/19 1,300 Gals 4/28/10 No Trellis CONTROL ]/8/1,g Pile Bracing BOX ALTERNATE INLET REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING CAST-IN-PLACE RECEIVING FLANGE 5/9/19 SCHDsvl9 LOCATION GENERAL NOTES: ELECTRICAL CABLE TO CONNECT TO _ rgIcr -ups -s „ CONTROL BOX IN FLEXIBLE WATER ar BIO-KINETIC®SYSTEM LOCKING LUGS ® HOUSE TIGHT CONDUIT SEAL HOLE AS REQ - - Line EXTENDED AERATION O SINGULAIR AERATOR,AS TESTED AND APPROVED SEALANT CHAMBER SOLVENT WELD ACCEPTED BY NSF. F1fiL` LICE SEDELEECTRICIANPANELBY 8/3/19 SCHDs� OR SEALING DEVICE CONNECTION `° "�� II I µ ®FALL THROUGH SINGULAIR®PLANT 10.0' 9'-3" 8.0' 8'0" 8'0" 8/5/19 SCHDs� r r__-___--- -- __-__-__- FROM INLET INVERT TO OUTLET INVERT (10.0'MIN. 8.0'MIN. 120VOLT,1reSERVICETO NEW20aMP, LOCATION FOR ( ) IS FOUR INCHES. INLET INVERT IS 16"AFG ILLUSTRATION ELECTRICAL CABLE TO CONNECT TO NORWECO CONTROL PANEL 1 POLE BREAKER UTILITY Ij /� I a I I TWELVE INCHES BELOW TANK TOP. FRESH AIR VENT PURPOSE ONLY CONTROL BOX IN FLEXIBLE SAMPLING 2#12,#12 GIRD IN 3/4" 1 I I I I I II I I II II I I II TO BE GREATER WATERTIGHT CONDUIT PVC CONDUIT INCOMING SERVICE I I I III i ON DEEPER INSTALLATIONS, PRECAST FINISHED THAN Y FROM EL 10.0 SEAL HOLE AS REQ EL: 10.0 BOX EL: 10.0 200a,lo,120/240 VOLTS 2 9' I I I III I �•� ® SERVICE GRADE WINDOWS FINISHED GRADECID _ I RISERS MUST BE USED TO EXTEND PANEL NORWECO F I __J AERATOR MOUNTING CASTING AND - SINGULAR CIRCUIT 11'' NORWECO UNIT BREAKER METER A - / _\l�l // \\I I = _ A ° BIO KINETIC®SYSTEM MOUNTING - If - O I � 1 = CLEANOUT AERATOR CONTROL PANEL CASTING TO GRADE. j I I\\��_-� 1\\� / PANEL TANK REINFORCED PER ACI STD.318-05. EL: s.zs 4"DIAMETER I I I III \ I ® REMOVABLE COVERS ON RISERS WEIGH a"dia. PVC �� I 4"DIAMETER _ IN EXCESS OF SEVENTY-FIVE POUNDS a^dla. PVC O 1/8"PITCH INLET LINE I I( III wv. �I I I I III EFFLUENT LINE EACH TO PREVENT UNAUTHORIZED EL: 13.0 INv. - - + 1/a"PITCH ❑ EX.GROUND ROD NOTE: I II III � I - T - - � � _ ' ACCESS. EL: 8.6 II i INV. '' . __•JL_-------__-JL_____ �J „1 EL: 8.3 1) CONDUTSSHALL BE MINIMUM OF 24 INCHES BELOW GRADE. 610O NETIC®SYSTEM ® CONTACT THE LOCAL, LICENSED SAND COLLAR 2).ALL ELECTRICAL WORK TO BE SINGULAIR®DISTRIBUTOR FOR PRETREATMENT MOUNTINCCASTING INv 3 CLEAN CHAMBER AND COVER ELECTRICAL REQUIREMENTS. EL: s.z .BURIED ELECTRICAL POWER „ „ „ 2 3'-7 23 8 PERFORMED IN ACCORDANCE R CE g_3 GASKETED DISCHARGE o ALTERNATE INLET FINAL CLARIFICATION FLANGE ASSEMBLY "' v WITH NEC. CHAMBER " LOCATION PLAN VIEW ^ 1300 gal.NORWECO TNT T CLEAN SINGULAIR®TANK OUTLET COUPLING 500/600 SAND COLLAR TO 4"DIAMETER EFFLUENT LINE EL: a.z LEACHING POOL LEACHING POOL SINGULAIR AERATOR 120 VOLT - 1!?� - 60 Hz - 20 AMP SERVICE ELECTRIC ONE LINE DIAGRAM z OPTIONAL BLUE CRYSTAL TOTAL LEACHING POOLS: z Z r� SEE NOTE 1 ® (NOT TO SCALE) ( ) CHLORINATION SYSTEM BIO-KINETIC®SYSTEM DISCHARGE DETAIL (3)8'dia.Oft.DEEP 0 GROUND WATER GROUNDWATER AERATOR MOUNTING CASTING NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. BIO-KINETICSSYSTEM MOUNTING wl� UNDERGROUND POWER SUPPLY ENTRANCE OPTIONAL BIO-NEUTRALIZER CASTING AND COVER Q� (SEE AERATOR MOUNTING AND INSTALLATION DECHLORINATION SYSTEM J bETAIL DRAWING) ____ BEVERLY SONNENBORN ww FRESH AIR VENT WITH \ �\\ 5CTM#1000-54-4-50 CARBON FILTER BIO-KINETIC®SYSTEM I I 30P NBOG5E ROAD Z 18 AFG MOUNTING CASTING GROUT OR ---- WATE � ll TO BE GREATER THAN 3' �\j/ / / / / / \• SYNTHETIC SEAL I I ® ® h--1 a FROM WINDOWS `' � �X �I �: I I I __ I @) JOHN KATRAMADOS APPROVED SEALANT 610-KINETIC SYSTEM LOCKING LUGS -_- � �, � OR SEALING DEVICE ! I 1 I SCTM#1000-34 a-40 205 NO.SEA ROAD Q PUBLIC WATER " SOLVENT WELD 1 I I I 0 11.0 CONNECTION l II II STRAW BALES O O O „ l CASTING PICK-UP I \ II II / I ON ON ON 3„ I - GROOVE,TYPICAL I \\ Ik=_ / I 5 ,5 R. I OFF OFF OFF �I \ \ \ \ \ I�w, \•1 �\ \ \ \ 1, o--- -- ---7 60 I I 1 Q 5'0" 21/Z" 2' 4'•6" 4'B' „ IJ I CONTRO AERATOR PUMP I= 4 DIAMETER �----� --- � 1' I I \ \ \ 1______ BREAKER BREAKER BREAKER 1 I-' 1 \ \ N I I I: l 1 ro \ 1 1 N11N 8.5 X 4.75 X 4.6 LEACHING EFFLUENT LINE \ � �- � 1 � i 0 I I I I 1 I I \ �(; `. C�p� GALLEY(TYPICAL) 0° SINGULAIR®BIO KINETIC 5'6" IF SYSTEM DISCHARGE ' (SEE DETAIL) � 1 I ; 1 3" 6" SEAWARD LIMIT OF10 1 I � \ LlT J O PRETREATMENT CHAMBER BIO-KINETIC®SYSTEM SEA GRASS I' I 1 I BEACH SBEACH AND SAMPLING BOX OUTLET END'VIEW PfCPCSED-5-6 X 4- BEACH SAND 1 1 I\; ❑EEP DRY WELL I I �ij LOCATION OF PROPOSED 1,300 U SUBMERGED TRANSFER PORT CAST-IN-PLACE AERATION FINAL CLARIFICATION CHAMBER NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS 1 1 I� FI R ROOF RUNOFF I GAL SANITARY SYSTEM F-+ RATED CAPACITY: 600 GALLONS PER DAY W CHAMBER TRANSFER PORT 0 PE TO WATER g5ED I 1 I 1 I 1 I I I j-��� FRESH AIR VENT PIPE WITH /\ '' POWER PUMP AERATOR ALARMS COMM 1 2 3 1 2 3 ( � `-BREAKE POWER RELAY AF OATS 1DC AUX F- GROBEN, SURVEYOR ON SURVEY BY. ; 1 I 1 I I I I 1 i CARBON FILTER M---1 EXTENDED AERATION CHAMBER BIO-STATIC RETURN INCOMING PUMP AERATOR ON/OFF ALARM OVERRIDE DATED SEPT \ I n 1 Q SECTION A-A L, N G P N G A, N G , 2 3 4 5 8 O T�, 01� tt tt tt tt tt tt tt tt tt tt tt tt tt tt tt J CONTROL PANEL LOCATION w e ISO, 8" HIGH TRAFFIC El '8_3'_ GFKADE a II \1 : 1.10E \ ;�b U I SHE 1v z �� O• -O J i EXIST "V LINE OF EXISTING HOUSE TO BE la BEARING SLAB Q 1 \ �U26P �c IN SAME LOCATION NEW ` O O ® ® a S 1�911 Ot4 -TSB 1 FOUr�DATION TO BE A PILING ' 1T•2' UFFE N PALE BROWN FINE TO Q c� I B 'P 1 �6.7 1h GRAD COURSE SAND SW GENERAL LOCATION OF EXISTING `/ a • 1 \; \ PROP 5DR-35 � � SEPTIC STRUCTURES TO BE PVC PIPE 1 PROPOSEDEl A - 1PUMPED SEA A DS �- TEST ACCORDANCE WITH S C.D.H.S. I III=III - W 1 1 STY FRAMED WRAP LEACHING RING WATER IN PALE I i 5 RAISED DWELL p� HOLE / STANDARDS Lv WITH FILTER FABRIC BROWN FINE TO 1 dJ 1 CONC SH m HOUSE M 1 /p L FIN FLR EL.16.0' M-S a COURSE SAND ••m N 1 I i I' OUT AREA � � m \ r " Olt (8.1 BELOW SURFACE) 1 r \ _ O O Q SW BEACH SAND �� I I I \ 1I JOHN KATRAMADOS EVELYN VARVIT510TE5 F •? \1 I 1 `� 1 L___ ____ \ I / 1 (y 54070 EONNY55 D 7 5 39701KIEONONYS RD 6 W I 1 ?6 1 \ PUBLIC WATER PUBLIC;WATER 15.0' END OF BORING _ 1 I 1 PROPOSED 1 \ I p 0 0 O >_ > 11 I I DECK STAIR 1 I r / , 115 VAC HIGH HEAD SINGULAIR® ON!OFF HIGH WATER ALARM TIMER OVERRID -/ 'd WATER ENCOUNTERED POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL 149' -� CLEAN GRANULAR F- !� SUPPLY PUMP FLOAT FLOAT FLOAT I 37.7' I I I m U ot 8.1' BELOW SURFACE _ I 225.0' o GRAVEL BAGKFILL 0 w _ _ _ _ _ _ _ _ _ _ _ 1 " 109.99 II I I N I~ ALL AROUND BASIN 0 w p ; N 40° 53' EXISTING DECK TO B I _ _ _ _ _ � •E FOR FULL DEPTH � w � TEST HOLE GENERAL NOTES: I 1 I ` � m N1cDONALD GEOSCIENCE Q A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED DEMOLISHED ZL \I { BOX 1000, SOUTHOLD, NY 11971 UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. == - -10' p� � "o O Y_ > z W 631-765-3677 cal INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. _ XcY O O m DATED 8/12/14 C) THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. `,1 w V x m Q 3 TEST HOLE -- K E N N Y'S R OAOff I � v TH Scale: NTS ° EXISTING i : .: p, w WN OFSOUTHOLDWATER i ��'` [-_' � � m PROPOSED 8'0 X 4'-0" DEEP STORM DRAIN DETAIL DEC LOT COVERAGE CALCULATIONS TOSCTM#1000-54-4-10 VALVE AUG 2 6 2p19 u cn - Ittl (1 REQUIRED) PROPERTY AREA 13,62,5 4155KENNYSRD TOWN OFSOUTHOLD SCTM#1000-54--0--20 475 LEFTON DRIVE HOUSE 958 PROPOSED PLOT PLAN LL_ [if DECK $ STAIRS 369 -0 MAX.MAX. z F- SHED 97 DRY WELLS TO QC 10' f 1IN. '`s, ` C. to LOCKING HOPE COVER �w FLOW = 0 l TOTAL AREA 1*4 AWAY FROM HOUSE TO GRADE �^ GRADE ° _ w GRADE LOT COVERAGE 103 % Oo 0 20" POLYLOK a o e DISTRIBUTION BOX / : t U L J j FROM SEPTIC m O I '�,� r' '� /" -�6 MIN. /Jf u� ,+ o� TOTAL LOT AREA: 13,826 Sf T LEACHING P- 2 SLOPE 4 VERTICAL y� ��, } O AC G OOLS 1 FACE o Per Land Survey) NAVD 1g88 TAX MAP#1000-54-04-03 ®..� F� ( y) ( ) I, PROVIDE SPEED LEVELER PERSPECTIVE VIEW SITE DATA 2 ON EACH OUTLET •'� _ BEDDING DETAIL DRAINAGE CALCULATIONS TOTAL AREA: a.13 828 5 FT. 12 THICK UNDERDRAIN �{�+.+ f O,"'n y,S�A Pd Q!-i h y t>L'..51• io-..�.�^. f� 36" MINIMUM 2 AREA (S.F.) AREA(SF) WETLANDS AREA L , I �.t T� �1 �..- , CALCULATION TOTAL G.F. FILTER MATERIAL TYPE 1 ,a t, r ANGLE FIRST STAKE TOWARD �� ^� FENCE POST TOTAL AREA : 13,829.33 5q Ft HOUSE -"�` cl PREVIOUSLY LAID BAL z_ -'� f� '� BUILDING 5.F. 957.78 AREA(.167)X 1.0 159.05 r WOVEN WIRE FENCE BASEMENT O " `;`: r;,}�f o''r, •;;.`.:1'.`?:�'� SAMPLING BOX / DISTRIBUTION BOX ` v � FLOW ��^� ,,f?' n (6 x 6 - 10 / 10 WWF z FIRST FLOOR 957 • PAVEMENT S.F. 0.00 AREA(.167)X 1.0 _ . FILTER CLOTH 0.00 . 159.95 PORTICO 369 }•..-«„ <1..g,�•.'` z�T ";..aa�r,�. ,�,w a-.,.}.,ra---:s•.f .z .>i 1 Rp»yFe j`:Y• ,N A'A'..'..Rb' ''�.�•1_r--A;.%,e✓:��.�t. R t _ TOTAL DEPTH TOTAL/42.24 3.79 EXISTING SHED 97 'T�'� � c_k T =151 n� S + !�X� 3a?�.-- i.•i�s t,`� [;2,. �� ol, Q n� :..P, r� 1 cf 1T._ iLlz o / REQUIRED TOTAL BUILDINGS 5 Ft 1,423 ! ? V `� * ? tv I ' EMBED FILTER CLO HOUSE FOOTPRINT 1,423 J^ , BOUND HAY BALES MIN. 6" INTO "GROUN ? ! ,ir, c :./ - :'• -•"•p-l--.. "" „"R 1 ,'.,••. USE (1)8'0 X 4'-0" DEEP DRYWELL5 4.00 F.A.R. 19% I `" � -- PLACED ON CONTOUR • • i� To o I ��;: t', >+,r' DRAWN: JM/MS TOTAL DEPTH ! r r -:-; >Sr ;,` ;'„ :, 1. 4.00 /o OF LOT OCCUPANCY 19/0 r Tf'`"' PROVIDED I HEREBY CERTIFY THAT THE WATER SUPPLY 5)AND/OR 2 RE-BARS: STEEL PICKETS OR NOTE: V If 2" x 2" STAKES 1.5' to 2' IN GROUND. MAXIMUM DRAINAGE ARA SCALE: AS NOTED SEWAGE DISPOSAL 5Y5TEM(S) FOR THIS PROJECT WERE _____ JOB#: DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LIEAR FEET DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A _ CAREFUL AND THROUGH STUDY OF THE SOIL, SITE AND „�. ,,A HAY BALES. THE SANITARY SYSTEM IS DESIGNED BASED ON THE GROUNDWATER CONDITIONS,ALL LOTS,AS PROPOSED, mu L!Jn in SHEET NUMBER: SECTION DETAIL HIGHEST EXPECTED GROUND WATER ELEVATI = w ON. CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF �3t.{'`' `"M``1'" ' L��n'` ^'• � ` ` ANCHORING DETAIL SILT FENCE CTAILS ,;�, a l HEALTH SERVICES CONSTRUCTION STANDARDS IN EFFECT CC.r ? r, , Tom; a Fs,. ��`,n., _ lJ s� :'�^:[ STRAW BALE DIKE DETAILS 4 scale:NT5 AS OF THIS DATE. -_..___ _w______•...._..__ .__ -- 3 HEALTH DEFT. STAMP S - 1 5cale:NT5 MAP OF DESCRIBED PROPERTY AT SOUTHOLD, TOWN OF SOUTHOLD, CO. OF SUFFOLK, ST. OF N.Y. SCTM NO. 1000 - 54 - 04 - 03 'clQQ��ps Sys 5.'1.' 47 #O 7.° TOE N(35.27 n�. x � / TOl"' SCALE: 1-20' + s 4 59 + rr a+ + +/ t ti SG5.13 + +� 1.47/ 0� Pss TOpl 7.23 G8 m /° f� rs€ '.12 LA71•;; 55 0' /+ cob -€ / 00 f f s.70 t;31�y. € 110.04 SG 4 98 1..,,I'91 # Oi `r.39 NI', ��• { .. TCP� NOTES: 4.•5 R.£i a 66 / / 22 GIS •� AC:ASPHALT 1 !'� ��` +�+ T'j� 'p 4, / t f AP:ANGLE POINT 1' �V / h• + +/ r C7r;,'.<r'3 r '�fi 7.35 +l + f BK:BRICK �� /b. +' + + { `1 17 815` ! l J / 0 t BLD:BUILDING /7 k £}Ii GP3 r / BS:BOTTOM OF STAIR o�� + s / / j 7u>0 (� Q� r.6'1 CB:COBBLE BRICK �j'2' �� + x + q,f t� Gj rr rr / ru' CD:COMPOSITE DECK f,; "- 1f'x.74+ 4- /I.',7,48, �r /✓ s+"�O 9 31.,, r ELEC.:ELECTRICAL { + r J`!~ r / y> s.20 .,jTk2. EP:EXPANSION POOL ""59 fy e�i ry i"" + 7K??f> r / O '""P �'�� f a I G& r r 11 / ,w,. ETW:EDGE TRAVELED WAY .Q rfi / �'I'f.+3 / / 10.28 t<,s `¢,,., � " EX.:EXISTING on�� �h•• //� + + ;3:19TOPAP / 9,41 / 1� EX.SS.LAT.:EXIST SEWER LAT. O!' + ;h G" / r •O FF.FINISH FLOOR �� , j + +I +d "/ w� 7.s GB:GRADE BREAK / 7"E 6.7 f++ ?•37"y / / / / / + s, +/ R ` p W �•s'1 7.64 / // 1 , •g ` 1'£i;i7.4:i GL:GAS LINE '/ +�' + lj TC3,rv4I \I.i 1 F,"< / / 4 LP:LEACH POOL S 5.3 .61 is x++ " \7. 2 TOE �`/ // �� 10.41 GECCi L.S.:LIGHT STANDARD . k, " + >f / �^� 4t"" MHWM:MEAN HIGH WATER MARK � + + u'` .,``'� c•. Rj NG:NATURAL GROUND / / •1 4 r r 0° s` / Pm:CONNECTED TO PUBLIC WATER �'+ 8'" I ` F"TIN\x Ea'' / /r ` QQ G 8,40 N'G PROP.:PROPOSED 7JP i:;;? ? ' +` f I'£31.� n:k 3.:= SG:SEA GRASS LIMITS / Oo !� l _ ✓ I C.w SRF-SPLIT ftAlL FENCE 5.t2 sus SSMH:SEWER MANHOLE V�� TBR:TO BE REMOVED + gV0 �''.%%� r 20 TC:TOP OF CURB P vOQ I Q�,PNG TD:TOP OF DOCK �'` � Q '� ' (P r TW:TOP OF WALL f.79 s',30 00 I� O�s� �0 { U/C:UNDER CONSTRUCTION TOE s WP:WOOD PLANTER O WV:WATER VALVE 6 �bR..• F • ` . � r10 �0p QY 8.0.'. r 9,29 CF2Ye, TOP 1 ci v- O.R • .-0QkG 9,56 MG, LOT COVERAGE OF IMPERVIOUS f► ® �J '00 <\rP�' ��S STRUCTURES: 1,530 SF= 11% ` 1#0 6( ��C' sor PROPOSED LOT COVERAGE OF IMPERVIOUS STRUCTURES: 1,657 SF= 12% (WATERLINE)-- EX. U/P TO BE REMOVED PER PSE&G -` % /f .n4 1�°t: TOTAL BUILDABLE AREA = 13,827 S.F. ui-yp :g 5� 1� �o �' .7� L PC/ 7 7.R Np�O ✓i� ?C?P7" Ft7L O 7,712 ; pGU'y�p� -,,� �ipN �� ••-"" �•- 0. �,.., l., zgA£_Sv",r�t�`� r �,r*�fIP LS� FPIsF 7., ( -1 STORM WATER CALCULATIONS ROOF1.75 Fl .`tP COEFFICIENT=100%FOR A 2"RAINFALL: ` t 51 �" 11,50 6 .on € TOTAL IMPERVIOUS AREA=1320 SFX 0.17 t / =224 CU.FT./42.2=5.3.OF 8'DIA.DW REQUIRED. DW=(1)8 DIA.X 6'DEEP ` \ y 6.<;' .. 0 1-op NO s ALL LOTS WITHIN 150'OF SCTM LOT 3 ;' ' `"::,' *. �� • ARE CONNECTED TO PUBLIC WATER. ®� THIS DWELLING IS SHOWN TO BE WITHIN ZONE VE BASE FLOOD ELEVATION 13 WITH WAVE ACTION ON THE FEMA _ NFIP FIRM MAP NO. 36103CO154H REVISED 25 SEPT.2009 FOR .. \ ,O THE TOWN OF SOUTHOLD, NY COMMUNITY NO. 360813. L 7- ELEVATIONS SHOWN HEREON ARE REFERENCED ^i0Z - - TO VERTICAL DATUM:NAVD88 ` 0. ` ' NOV 20"J 110 OWNER(S) SOUTHOLD SUNSETS,LLC F �� LOT AREA 13,827 SF=.32 ACRES , �O USE EXISTING SINGLE FAMILY DWELLING � � I � � � I `)' PROPOSED USE SINGLE FAMILY DWELLING SURVEYED:29 SEPT 2G 14 �� REVISION:02 APRIL 2015, HWM, PW CONNECTIONS F` EX.BLD. TBR: 1,289 S.F. W/DECKS REVISION:02 JUN 205; SCDOHS STAMP, EXIST SS NE NOTE SHE%T SIZE � Q r„ PROP.BLD. : 1,320 S.F. W/DECKS REVISION: 15 JULY 2G15; TWB, IMPERV. & ST NOTES, �"'(f}/� ��P� �� A. G �0,p REVISION:02 FEB. 2016, PROP. BUILD., S.T. LOCATION. REVISION:29 FEB. 2016;PROP. DECKS, S.T. LOCATION. D THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO REVISION:21 MAR. 2G16;ADD DIST. LP-HWM, BLD S.F. % I �Con THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE REVISION:05 JUL 2016,SEPTIC,SS PROFILE,DECK, STAIRS NOT INTENDED TO MONUMENT THE PROPERTYLINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. DW S, REMOVE PT, BLD S.F. %, IMP. CALCSlgrx vx �O UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEYIS A VIOLATION OF COSTAL EROSION ELEV., ZA Dt7►S =j� Jae SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW COPIES REVISION:06 JULY 2616;FIRM VE �Rb� OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR REVISION:05 APRIL 20'17,PROP. BUILDING&SEPTIC EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. LAND S U R YO glq'1 L I C. 50869 REVISION:09 JULY 2017;PROP. DW CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM REVISION:06 OCT 2017: TWB, NDB, FFEL, PILE NOTE P.O. BOX 704 RIDGE, NY 11961 THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- ERNMENTAGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS REVISION: 16 OCT 2017:NON DIST BUFFER NOTE, HATCH 631.849.4750 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. REVISION:27 DEC 2017:ADD PROP. SEPTIC SYSTEM NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- REVISION. 11 MAR 2018:EG'S, MHWM G&A SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/ OR STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. U/C SURVEY: 21 SEPT 200:PILE&JOIST AS-BUILT SCTM 1000-54-04-03 MAP OF DESCRIBED PROPERTY AT SOUTHOLD, / NOTES: PROPOSED PER BOARD OF TRUSTEES COMMENTS: TOWN OF SOUTHOLD, 1) REMOVE FIRE PIT D CO. OF SUFFOLK, ST. OF N.Y. 1 u n 14 2025 SCTM NO. 1000 54 - 04 - 03 2) REMOVE OUTDOOR SHOWER 4'X 4'EAST OF STAIRCASE 3) REMOVE EXISTING MULCH SURROUNDING VEGETATION ;,•, t �® 4) PROVIDE 4'X 20'PATH FROM EASTERLY WALKWAY TO 11 ® P¢G � • SERVICE 1/A SYSTEM ya?�ti� 5) HATCH ALL REMAINING AREAS AND PLANT AM. BEACH GRASS @ 12- D.C. Ax i dA c v { / SCALE: 1._—20' +/ i +.rr Oo x H M �• x - d ,r spo 4� x. 0 04, NOTES: fi ��' �� Fti� t �Jk + i. '. M 4•' k }� r F t� 'V,.. .} h k *M *00 AC.-ASPHALT + ' + '" �• "" 1 r f "� .£_ �' I', k ;a' ?, ,} s .}•. h• k' '�• V. 'Q. .+,• "�' +• ,£- k• •mac AP:ANGLE POINT t +f� .: la. x. ; " } `I' + +f ' or ' .,,' ,y �. .. + ,�, .d 8K:BRICK �! Aa 4.�+ �.�sf + +, t } -Si a ! } d + ' + } BLD:BUILDING I I. +• r 'a•;la" + k C j G'r:, �• r k 9 Y x. t k } + BS:BOTTOM OF STAIR oO t s, {.. A %4 } + + } + x + + CB:COBBLE BRICK ,Iy �, } " T Qt• + r " CD:COMPOSITE DECK nj Y x i ` 4, �1 ,r �» + ,t i d.�¢\� GS k' } +k d y}'�Q�' NO t�'}:;+ TPIC1 "a '" ,ti c +� k ,�,k• a $ + k + + 15 �Q i. + y �I•t`. R +.'•.+ x' �. + r i• ,i- ELEC.:ELECTRICAL / ' a + �• a Q ¢.ry L ,r ., + �s: a + �. » i• E_M.:ELECTRIC METER �Q/ / + a• + + *4e?!��,r5 +14ATUP�A } + x t. + s } + + + k + EP:EXPANSION POOL ` + f ., 9 } + , 'Y + .. k + 'J :+ t a .� .A. � k+ •r' h• '" �G¢4* +t + •�� y.+ ",� + .£,} + k �•} �, d. + '': �+ ,}"�" k "}v •.. .r.} k " + OY ETW:EDGE TRAVELED WAY Aj� 41 / k , z, + ` , �. + + �. t EX.:EXISTING ° pJ. r 0,. �5 } + + +. t + # + + EX SS.LAT.:EXIST SEWER LAT. O+ '' + 'A' , � + � + A• } + * G¢ + � '� +Y 41 +� � .,� ,.} •T k /S d, '^Y. A,`d .b. A• .} •Y { .A, '{' 'I• f' '} y } 'F •� "� + +p A '4' '+. .£ + �/k i" 1 k a a, +. q. } •E• 4" "F. ,}, ri. 'y' + '4' .}. .f k�Q-'J� 4 S +� �i3,•w}. O` FF.FINISH FLOOR f " GB:GRADE BREAK ,* } + +- r is • + \ } k + �. } r r + + a `0 a. �` GL:GAS LINE / • + + + f+ k + } .t + 41 I k + + + +. 4OP fi' "�' /' •Q + , a• �. P• �, fv , + gaD.P + } + ; olY.G : ' t5 LP:LEACH POOL , t + \�} k } �' + +*• ✓ a. + k_G+� h Jx ? P 7�r ory L.S.:LIGHT STANDARD f +. £ / ky ,f k + �, 4 + ` d + + + r (! +?¢.:g, b + Q� ^.:, + �! MHWM:MEAN HIGH WATER MARK ` + + + � +� f } '+ x,f f 5 LG TIES NG:NATURAL GROUND ,. + R' + +:• + + O O P/W:CONNECTED TO PUBLIC WATER �L a + + + +y + 1 s��j+ ch PROP.:PROPOSED >tp x.%+ h } 51.D �, �gA^ ,,. ,� ' + �w /� 1 SG:SEA GRASS LIb,ITS ° S '�r + ++ w + + + QP �'/'i�. ,�'' i 31 +a k'" F t�� LG1 39 45 SRF:SPLIT RAIL FENCE a. �} k + SSMH:SEWER MANHOLE fps k+:? + ®o o } > o o� + k+ ti• L G2 49 52.5 / TCRTOP OF CURB REMOVED ++ 'k t �; c ; <1. <�+ ,�G�+ '' + LG3 59.5 61 TD:TOP OF DOCK fp + ,l /' e 0. A to 00 `� + w TW:TOP OF WALL I 19p k r 3 VON Q m V �o may.. ++ ++ UIC:UNDER CONSTRUCTION f o 11,E q1 ,-o c+•.. 11 U.P.:UTILITY POLE WP:WOOD PLANTERS + WV:WATER VALVE ", oO0• 1510 Ati 1 O 7 Z EXISTING LOT COVERAGE OF IMPERVIOUS ° 0 5 e STRUCTURES: 1,530 SF= 11% w `�"�" b� 6 ;6E�6,�.:0(l PROPOSED LOT COVERAGE OF IMPERVIOUS ' m � P STRUCTURES: 1,657 SF= 12% wP��S:. w O�� m:, r '� lfJ•... :,.•.:. 1 TOTAL BUILDABLE AREA = 13,827 S.F. - Ft,0 SEPTIC TANK, L.G. TIE DISTANCES BY OTHERS STORM WATER CALCULATIONS ROOF y - !'® r f COEFFICIENT=100%FOR A 2'RAINFALL: r / TOTAL IMPERVIOUS AREA=1320 SFX 0.17 m 224 CU.FT.142.2=5.3'OF 8'DIA.DW REQUIRED. DW=(1)8 DIA.X W DEEP _ e,\\ O •pp ! ALL LOTS WITHIN 150'OF SCTM LOT 3 ARE CONNECTED TO PUBLIC WATER. �' \ O THIS DWELLING IS SHOWN TO BE WITHIN ZONE VE BASE FLOOD ELEVATION (13)WITH WAVE ACTION ON THE FEMA NFIP FIRM MAP NO.36103CO154H REVISED 25 SEPT,2009 FOR THE TOWN OF SOUTHOLD, NY COMMUNITY NO. 360813. '9 9L ELEVATIONS SHOWN HEREON ARE REFERENCED O� TO VERTICAL DATUM:NAVD88 0-f.c F NF O ie OWNER(S) SOUTHOLD SUNSETS,LLC 9�F o ✓� LOT AREA 13,827 SF=.32 ACRES SURVEYED:29 SEPT 2014 �P A GR O REVISION:02 APRIL 2015, HWM, PW CONNECTIONS �0Np CO USE EXISTING SINGLE FAMILY DWELLING REVISION:02 JUN 2015, SCDOHS STAMP, EXIST SS ♦OZQ4 PROPOSED USE SINGLE FAMILY DWELLING NOTE, SHEET SIZE REVISION: 15 JULY 2015,TWB, IMPERV. & ST NOTES, EX.BLD. TBR: 1,289 S.F.WI DECKS REVISION:02 FEB. 2016, PROP.BUILD., S.T. LOCATION. PROP.BLD, : 1,320 S.F. W/DECKS REVISION:29 FEB. 2016,PROP,DECKS, S.T. LOCATION. �E,?�y4$�G�R � w/ REVISION:21 MAR. 2016;ADD DIST.LP-HWM, BLD S.F. % LAND V OR Yj CC 50869 REVISION:05 JUL 2016,SEPTIC,SS PROFILE,DECK STAIRS P.O. 60 - C!NY 11961 THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO DW S. REMO'1E PT, B'D S.F. %, IMP. CALCS 631.849.4750 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE THEREFORE THEYARE COSTAL EROSION ELEv, NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION REVISION:06 JULY 2016,FIRM VF- OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. REVISION:05 APRIL 2017,PROP.BUILDING&SEPTIC UNAUTHORIZED ALTEISON 2 S OR ADDITIONS TO TAT SURVEY/S A VIOLATION OF REVISION:09 JULY 2017;PROP. DW REVISION: BOT COMMENTS PROPOSED; 03 NOV 2022, REMOVE FIRE PIT, OF THIN SURVEY EY MAP N 20 EA THE NEW YORK STATE EDUCATION LAW. COPIES REVISION:06 OCT 201 T TWB, NDB, FF EL, PILE NOTE OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 4 X 4 OD SHOWER EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. REVISION: 16 OCT 2017.'NON DIST BUFFER NOTE, HATCH , MULCH. PROVIDE 4X20 SEVICE PATH TO 1/A, HATCH CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM REVISION:27 DEC 201 T ADD PROP. SEPTIC SYSTEM REMAINING AREA UNDISTURBED AND/OR PLANT AM. BEACH GRASS @ THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV-R REVISION; 11 MAR 2018:EG'S,MHWM G&A 12 ON CENTER. NO TAGENCY AND INSTITUTION uSTEDHEREON. CERTIFICATIONS U/C SURVEY. 21 SEPT 2020:PILE&JOIST AS-BUILT A REVISION:04 NOV 2022:AM.GRASS 12"O.C.HATCH ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- FINAL SURVEY: 11 SEPT 2021 FINAL SURFACE, AERIAL EASEMENTS,SUBSURFACE UTILMES AND/ OR STRUCTURES REVISION:16 FEB 2022.ST,LG TIES PER CONTRACTOR IN OR OUT OF EASEMENTS IF SO PROVIDED. REVISION:22 JAN 2025:SEPTIC CONTROL/PANEL NOTE SCTM 1000-54-04-03 REScheck Software Version 4.6.5 Compliance Certificat i Project MAR r Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 23% ;; r Climate Zone: 4 (5572 HDD) Permit Date: ;' Permit Number: '�•- Construction Site: Owner/Agent: Desigrt QUnteactor: SOUTHOLD SUNSETS 4200 KENNYS ROAD SOUTHOLD, NY :Compliance: Passes using UA trade-off Compliance: 0.5%Better Than Code Maximum UA: 207 Your UA: 206 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood)oist/Truss:Over Outside Air 963 30.0 0.0 0.033 32 Ceiling 1:Cathedral Ceiling 963 30.0 0.0 0.034 33 Wall 1:Wood Frame, 16"o.c. 1,075 13.0 0.0 0.082 67 Window 1:Wood Frame:Double Pane with Low-E °4 0.290 1 SHGC:0.35 Window 2:Wood Frame:Double Pane with Low-E 49 0.270 13 SHGC:0.34 Window 3:Wood Frame:Double Pane with Low-E 54 0.300 16 SHGC: 0.31 Door 1: Glass 105 0.300 32 SHGC: 0.26 Door 2: Glass 40 0.300 12 SHGC: 0.24 Compliance Statement: The proposed building design described here is ing plans,specifications,and other calculations submitted with the permit application.The proposed build! eet the 2015 IECC requirements in REScheck Ver ' n 4.6.5 d to comply with the mandatory requires'me RE pection Checklist. l 601 � - � D� Zlv Name-Title Signatw a e. _ Date . . yy 4 Project Title: Report date: 03/05/20 Data filename: DAREScheck\SOUTHOLD SUNSETS.rck Page 1 of 1 REVISIONS: / /17 New 7.5. 10-T r J o...o i i 0 12'-10 EXISTING EXISMINO 4 STORAGE SHED STORAGE SHEDta m 12'-3"X B•-O' EXISTING -=-1- EXISTING pPEq gg 90 Fr AREA W90FT N BEDROOM#1 EAT-IN KITCHEN _- 4_ j BEDROOM#1 _ BEDROOM#2 10'-7 x IT-7 ` 12'-10'X n'-2" 17-5 V2'X 11'-2' }= 17-5 V2'X 11'-7 AREA:ne SO FT LIN REF ARFA<143 Sa FT AREA t38.73 5q FtLIN —_— AREA; 136.73 Sq F EXISTING DECK in 7-10"X 31'-7" AREA 247 S(Q FT � 19 4' I --- O O--- --- W O cl1--I b m m EXISTING == EXISTING DINING/LMNG ROOM W LIVING ROOM in __ in BEDROOM#2 In- KITCHEN 23'4'x 14'6 W t= 19'-4'X 11'-5' U1 O IRFA: 336 Sq Ft AREA,r3 spa FT = ARE4 22190 FT in'-11/2'X 14'-6'" ' ' p[a AREA, leas Sq Ft i} F O� GL 3 171' 23`2' tu 0 0 ' EXISTING I LINE OF ( Qr EXISTING COVERED PORCH PORCH SUNROOM t6'o'x e'-r I ROOF h 15-5'X 7-9' AREA;129 Sa FT z AREA 120 Sa FT COVERED PORCH Y Y 32-1 8-1' Y V 111 to AMA 259.2 Sq Ft �l i Z I i LINE OF PORCH ROOF 7-10' Q POG 39•-11" o o � EXISTING HOUSE AREA: 8863.64 Sq. Ft. 4'-11' EXISTING DECK AREA: 389.45 Sq. Ft. 3s•-n• � PROPOSED HOUSE AREA: 957.77 Sq. Ft. EXISTING FLOOR PLAN PROPOSED FLOOR PLAN o Scale:l/4"-1'-O' 2 Scale:,/4=T0 PROPOSED FRONT PORCH AREA: 179.63 Sq. Ft. v � PROPOSED SIDE DECK AREA: 83.12 Sq. Ft. x aoIg i I I i ' U RIDGE---- / 1 // W I \♦ I� F" E— --� ------------ // I \♦ Bldg Dept copy from ZBA Final reviewetdocuments / ♦ ZBA File # ID3 LINE OF Date: PORCH ROOF 4 4� cr � DRAWN:JM/MS SCALE:AS NOTED 3 PROPOSED ROOF PLAN �'m4 i239q 0 Jos a: SHEET NUMBER: " O N I A- 1 I REVISIONS: 2/1/17 lm%vtalvu� CAI J, .1 1.4'AFF k+Ell l t4_ F F I EXIST FIN FL'R T FIN FLR 0�z a IL p A— I zp EXISTING NORTH ELEVATION r EXISTING FAST ELEVATION cn z C5 5 cn w k ;I ❑ R' k --- -- n A] nl I I I I I I I L= i I I I I I I I III I I I I I I I I I I 11.4'AFF & 11.4'AFF,L I LL ul I I EXIST FIN FLR T EXIST FIN FLR ul ul ui EXISTING SOUTH ELEVATION (7) EXISTING WEST ELEVATION 9mle:1/4"c l'-C' P4 U) Bldg Dept copy from 26A o Ck DRAWN:JM MS SCALE:AS NOTED JOB#: Aj 0 SHEET NUMBER: sq A_2 02/11/16 REVISIONS: --7-77777777-- M- EXISTING SHED TO REMAIN ? ❑ ❑ A L1 F1 Con +16-0"A F 16-0"AFF L E- PROP FIN FLR PROP FIN FLR T ............. EXISTNO SHED TO REMAIN x PROP D 7� EAST ELEVATION PROPOSED NORTH ELEVATION V4' 1'-0' � � � g I i � I i i � ❑ � � � ��� IF F1 k +16-0"AFF FF 01'N F R R5—P 4- HUME MM1111111111� "HUMU 1 1 1 T FIT i yr uw, EXISTING SHED , , ,�,fin, � ,;��,•.�'j' F.S .'?^; �%$X`" ,��k�?` x4 TO REMAIN X--v X, X: X PROPOSED SOUTH ELEVATION PROPOSED WEST ELEVATION Scale:V47=1'-0" Bldg Dept copy from ZBA Final reviewed do ZBA File # -)I _ C% 4' DRAWN:JM MS Date: SCALE:AS NOTED JOB#: 0 SUE FT—NUMBER. A-3 TRUSS PLACARDING REQUIRED An AS N107:1) DO NOT PROCEED WITH P.# FRAMING UNTIL SURVEY DATE: OF FOUNDATION LOCATION HAS BEEN APPROVED. C/) 71FY NC-) A _NT AT 765-1802 e AM TO P1111 FOR 'iHE: All exterior lighting FOLLOW SFECTIO',!S: FOLLOWING IN, E 'UIRED installed,replaced or �'\,!O RFEC 1. FOUNDATION repaired shall conform FOR POURED CO NCRE-TE 2. ROUGH - F R AMiNG &. PLUMS!NG to Chapter 172 3. INSULATION of the Town Co,1- tAT/01\ N MUST j C 4. FINAL - Cal'STRUCTIO TENT BEFOF1 E fR FOR C-0. BE CONIPLE J LEA0 COCOi ALL CONSTRUCTION SHALL 1,4EET THE OF OCCUPAN 3)' REQUIREMENTS OF THE CO USED IN IIVATEI� YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 6LJ,f F)LYSYSTEM CANNO O EXCEED 2110 OF I% LEAE V) C? C(_-,vjpL-,1 WITH ALL CODES OF zo I T_�_j 1 1 17 NEW YC)RK STATE & TOWN CODES 1 11 -77 1 1 1 1 1 1 1 AS REQUIRED AND CONDITIONS OF ZSOUTHOLD TOWN ZBA S61 Ew 19 il I t 7 --7— SOMOLD TOWN TRUSTEES FIN.FL EL 17.0 N,Y.S.DEC FLOOD ZONE- R It-, coms_,f V41ITH CKPPTE 0 r-1-0,01i DAmf�,(,.%Az PI- EMlm 71 0 - � �oFF _-_ -r "; TPAOCCUPANCY OR 1,0 D T OV-119"i, C'�)'D un w _UL USE IS UNL AWF CATE OF DE. Vv" 1"HOUT CEIR-1 IFI C_ O(_tCU r" ny PLUMBING FP, ALL PLUMBING WASTE �D N u C:) F- GRADE EL 9.0 ------- &WATER LINES NEED 0 TESTI NG BEFOr 1E COVERING Must provide Manualo, D, J Prrl S as per BIOWer door PROPOSED NORTH ELEVATION NYS Energy Code C-nd ductwork SCALE: 1/4" 1'-0" tcsting required. y 2 .2 0" — - — - — - — - — - — - - 0 U 0 w Un U I I I IT I I I I I 1 11 . 1 1 11 1 1 -1 1 11 1 1 11 1 1 1 1 1 0 un C? N BO FIN.FL.EL 17.0 4S DRAWN: SCALE: JOB#: 1=4dh GRADE EL9.0 0 3/4/2020 SHEET NUMBER: PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" A- 1 ry r R,E f r IT 0 Ell IF T I I I I T I Fl -1 1 1 FHJ 1 11111-Y 'IT pj� FT I o zo TFI F`Ff F1 11 1 IlL I I FIN.FL EL 17.0 I Tr—WY- - LLT-t�nLL��l 11 11 1111 11 11 11111 ill 11 111111 1[ 1 1 1 1 1 CA C) GRADE EL 9.0 C) O PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" C",cl, x O P ;::Z 7i T) .2 T2 "o o4 1) cu CZ cz to U U) cq LFtjllj-T l�wn" 1 J711 1 1 FJLtpl WPM I' I 1 ,11111 1 L I I I u O rN zo 11 ly I I I I I I I I I I I y I I I I I I I I I I I I I L-I I I I I I I I I I I FF EL.17.0 ------ Af s c GRADE EL.9.0 SCALE: JOB 3/4/2020 SHEET NUMBER: PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" A-2 A I I rn 3541 1" E '� 1 I 7'-2%" 7'-2%" 51411 7'-7%" 7'-7%" 511 S"I --- - -----8 -------- ____ _ {k Q (-)- -- - (2)3X12 - I O- (2)3X12ACQGIRDER I 2 3X12 ACQ GI DER 2 3X12 ACQ GIRDER I I w I ' I 2 3 1,�ACQ GIRDER ' 1 1 I I I I Z I I 1 1 1 1 ' , I U I m 0' I I I I I Vl I I 1 1 I ' I , N i t , I 1 1 I 4'-0" 31-411 11 Ln , 11 II I II II ---^- ' - Y _ 3 ' --_ -------- - --- 2 3X12ACQGIRDER-- -- ------ - i - 2 3X12ACQGIRDER -------------- 3 r0 ( ) ( ) (2)3X12 ACQ GIRDER 1 -- -- -- - ------------ I I I - ------ - -a=s s ;-s s=---_------ "''*,;-------====-__ ________________ _s s a s=m a s n_--= ; I I �'11 1 I I I I I rTl I I I I 1 1 W 1 1 I I I I w 00 5'-10" 6'-3" 5'-5%" 5'-5l" 6'-0%" 6'-0%2" = A I N I 11 I 11 I �I II ---- ---------' O I I 1 1 N I I I I I I I i t X sI ICA C'n I I I I I M I I I I I V ll I I I i l I I i I l> I I II I I I I , 1 Q I A� 4 O c I I CD /"H 0 I I I I Q I I I 11 I r N O 1 1 I N I I I I I I I - 2X8 ACQ C O I I 11 , � I 1 I I @16@ O IC IC N 7'-0" 7'-011 ' 7'-111 1 11 1 11 511 1 1 7-0 7 -0 I 1 I I , 1 I I I I I I I GIR DER ACQ A 2 3X12 ACQ GIRD R (2)3X1 DER " III ---_ ,-------- ---- _ -------- CQIR---_ __ -_----(2)3X12ACQGIRDER � --- --- ----- -- -----__'________-- ----------'-- }- --------------- w 1 1 m ' i-1 O _ -- co U _ I ou ;f all I I (� m o .2 O N 9�� M11 III V Ln I `I I I z 4-4 -4,,- (2)3X12 ACQ GI DER (2)3X12 4CQ GIRDER (2)3X12 ACQ GIRDER ----------- ----- ----------- - ----- - ----- ----- - - - - - -- - I I � i 6'-9" 6'-811 7'-7" 6'-10%z" 6'-10'/z" 3'-1011 �11 C U -� 00 �.Cm cZ N v G 39'-111, ol w I PROPOSED PILING PLAN ,� (:D PROJECT NORTH [ CAI SCALE: 1/4" = 1'-0" 3 (o ACTUAL NORTH u V 0 U) C!J 1).HANDLING,STORAGE AND FIELD FABRICATION,INCLUDING TREATING OF CUT 10).DO NOT DRIVE PILES WITHIN 20 FEET OF CONCRETE LESS THAN 7 DAYS OLD. 20).FIT TIMBER PILES WITH METAL SHOES ON THE TIP.WHEN THE AREA OF THE HEAD ENDS,SHALL BE IN ACCORDANCE WITH(AMERICAN WOOD PILINGS ASSOCIATION) OF A TIMBER PILE IS GREATER THAN THAT OF THE FACE OF THE HAMMER,USE AWPA M4. 11).DRIVE PILES AT INTERIOR OF BASES OF FOOTINGS BEFORE DRIVING PERIMETER A SUITABLE CAP TO DISTRIBUTE THE BLOWS THROUGHOUTTHE CROSS SECTION N PILES. OF THE PILE. E•I 2).PROVIDE 10"BUTT,B"TIP.WOOD PILES.PILES SHALL BE SOUTHERN PINE OR DOUGLAS FIR AND SHALL CONFORM TO ASTM D 25,UNUSED,CLEAN PEELED, 12).IF NECESSARY,PROVIDE ADEQUATE LATERAL SUPPORT FOR INSTALLED 21).AFTER TIMBER PILES ARE CUT OFF,TREAT CUT SURFACES IN ACCORDANCE WITH C, UNIFORMLY TAPERED,ONE PIECE FROM BUTT TO TIP. INDIVIDUAL PILES TO PREVENT EXCESSIVE TEMPORARY FLEXURAL STRESSES OR AWPA M4.REMOVE CUT OFF SECTIONS OF PILES FROM THE SITE AND LEGALLY MOVEMENT OF THE PILE TOP OUT OF TOLERANCE. DISPOSE. 3).PILES SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA C3. SOUTHERN PINE:1.0 PCF CCA / DOUGLAS FIR:1.0 PCF ACZA 13).MAINTAIN THE HAMMER COAXILE WITH THE PILE DURING THE DRIVING OPERATION 22).ALL FASTENER HARDWARE,INCLUDING BOLTS,NUTS AND WASHERS,ARE TO BE (lJ BY USING A COMBINATION OF DRIVING CAP AND LEADS. STAINLESS STEEL. x 4).TREAT FIELD CUTS,HOLES AND OTHER PRESENTATIONS IN ACCORDANCE WITH a✓ AWPA M4. 14).INVESTIGATE ANY SUDDEN DECREASES IN DRIVING RESISTANCE FOR POSSIBLE 23).GIRDERS TO BE 3X12#2 OR BTR.SOUTHERN PINE WITH A MINIMUM 1.0 PCF Q' BREAKAGE OF THE PILE.IF SUDDEN DECREASE IN DRIVING RESISTANCE CANNOT BE CCA TREATMENT. 5).PILES SHALL BE END-BEARING TYPE OR FRICTION TYPE AS INDICATED.DRIVE CORRELATED TO BORING DATA OR SOME INCIDENT IV THE DRIVING,AND IF THE END-BEARING PILES TO THE REQUIRED BEARING VALUE(10 TONS). PILE CANNOT BE INSPECTED,SUCH DECREASE IN DRIVING IN DRIVING RESISTANCE 24).PROVIDE 2-5/8"DIAMETER CARRIAGE BOLTS WITH NUTS AND WASHERS AT MAY CAUSE FOR REJECTION OF THE PILE. EACH PILE.ALL GIRDER ENDS AND JOINTS ARE TO HAVE 4 BOLTS WITH 6).PROVIDE PILES OF SUCH LENGTH AS REQUIRED TO DEVELOP THE SPECIFIED WASHERS AND NUTS. BEARING VALUE,TO OBTAIN THE SPECIFIED PENETRATION,AND TO EXTEND 15).RE-DRIVE ANY PILE WHICH IS RAISED DURING DRIVIIJG OF ADJACENT PILES,TO , INTO THE CAP OR FOOTING BLOCK AS INDICATED. THE ORIGINAL TIP ELEVATION. 25).FLOOR SYSTEM ABOVE TO HAVE 2-1-3/411-7/8"OR 1-3-1/2"MICROLAM �,r 'C`Af RIM BOARD ALONG PERIMETER. 7).INSTALL PILES TO THE REQUIRED PENETRATION,OR THE REQUIRED BEARING, 16).CUT OFF PILES AT TOP ELEVATION DIRECTED BY ARCHITECT.REPLACE OR REPAIR AS INDICATED,EXCEPT AS SPECIFIED IN ARTICLE 3.04 C AND D.JETTING WILL PILES WHICH ARE DAMAGED WHEN CUT OFF. 26).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. A V 9 �NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED BY ARCHITECT FOR THE A DRAWN: LOCATION. 17).DEVIATION FROM PLUMB AND ANGLE OF BATTER:1/4 INCH PER FOOT OF PILE 27).PROVIDE 3/8"THICK AC PLYWOOD UNDER JOISTS,AFTER INSULATED. `I '�� SCALE: LENGTH,BUT NOT MORE THAN 6 INCHES OVERALL. PLYWOOD TO BE INSTALLED WITH STAINLESS STEEL SCREWS,MINIMUM 1 1/4" JOB#: 8).WHEN NECESSARY TO ACHIEVE THE REQUIRED PENETRATION,DRILL HOLES OF LONG. 3/4/2020 DIAMETER NOT GREATER THAN 90 PERCENT OF THE AVERAGE CROSS-SECTIONAL 18).DEVIATION FROM LOCATION OF PILE TO BE NO MOFE THAN 6 INCHES. DIMENSION OF THE PILE AT THE DEPTH BEING DRILLED,AND DRIVE THE PILE 28).BREAK-A-WAY WALL TO BE INSTALLED AS PER DESIGN.PROVIDE MINIMUMa �' Q SHEET NUMBER: THEREIN TO PRACTICAL REFUSAL. 19).PILES NOT MEETING ASTM D25 REQUIREMENTS WILL BE REJECTED.REMOVE 1-8"X16"FLOOD VENT ON EACH SIDE OF HOUSE.VENTS TO BE INSTALLED �� i� 3.� SUCH PILES FROM THE SITE AND REPLACE WITH SOUVD PILES.PILES BROKEN WITHIN 1 FOOT OF FINISHED GRADE. 9).COMPLETE BACKFILL TO THE REQUIRED ELEVATIONS IN THE AREA WHICH PILES UNDER DRIVING STRESSES MAY BE CUT OFF AND LEFT IN PLACE IF APPROVED A- 3 ARE TO OCCUPY BEFORE STARTING TO DRIVE PILES. BY ARCHITECT FOR THE LOCATION.OTHERWISE THEYSHALL BE EXTRACTED AND 29).INSTALL 1-24"X36"ACCESS DOOR.LOCATION AS PER OWNER. REMOVED FROM THE SITE. w 35'-11" 1 , 11 I 11 1 , 11 14-8/2 5 -8 15 -6/2 9'-8%2" 5'-011 21-1011 2'-10" 5'-811 9'-10%" ol O AW31 TEMPERED O TW3446 (2)2X8 HEIR TW3446 - - - ----- ---- (2)2X10 H R i ( X10 #2 (2)2X10 HEIR -------- BEDROOM No. 1 00 --------- - BEDROOM No. 2 Ln zo --------- up UL' V1 I� o0 BATH o --- ---- N El O --` � W m _ 0------ o O c O W/D 00 _____-___ Q 0 N N X ___-_____ — f_� — — 1'-6" Lr2'- 2'-O"0 0 12'-0/2" N101-811 N 12'-0/2" N Z 3-1/2X7 PARALLAM 3-1/2X7 RALLAM I Q (BEARING WALL) C _ _6=8" _ _ _ MN `—( EARING_WALL) O Q O O (3)9-1/4 M L W/(2)1"STEEL FLUSH BEAM ► _ - - p 00 Q .\i 00 lD00 N ' N w O -- --- ( — w I � _ C J 1 J �IU -0 (D o � v oF_I >< rn m o o u r35'-4"I 19 Z C KITCHEN LIVING DINING o\o cz c. CATHEDRAL CEILING X o CATHEDRAL CEILING 00 Z w v O p � 00 \ LID e V \ O i i .: (2)1-3 L HEADER ' 1 //(2),L-3/4Xl ML HEADER (2)1-3/4X9-1/12 ML HEADER CW33 FWH6069APLR FWG8068R N v ' 7'-411 10'-61' o WALLT BE (WILT 81-611 ' 0 W lk O r r Ln I ~ x 1OX1000LLUMN `" I N N W/6X6 ACQ POST (n (3)13/4X11-7/8 ML GIRDER(BOX IN) - — _ - (3)11-7/8 ML GIRDER(BOX IN) _ — (3)1-3/4X11-7/8 ML GIRDER(BOX IN) _ — - ' �1 ---------------------- V0 35'-11" 4'-011 ----------------- ----- 1.2X4 STUD WALL(DF#2 @16"OC)INSTALL BLOCKING AT N BEARING AND BATH WALLS. ------------------------ S 2.BEARING WALL OPENINGS TO HAVE MIN.(2)2X10 DF#2 E W PROJECT N 0 RT H UNLESS OTHERWISE NOTED. �1 3.1/2"DRYWALL AT CEILINGS AND WALLS THROUGHOUT -------------------------- N MOISTURE-RESISTANT SHEETROCK AT BATH.USE 1/2" ACTUAL V CEMENT BOARD AT SHOWER. 1 --------------------------- NORTH (A 4.PROVIDE DRAIN PAN AT WASHER/DRYER LOCATION. ---------------------------- S.INSTALL SMOKE AND CO DETECTORS PER CODE. --- — -- -- ------ ---------- 6.EXTERIOR SHEATHING TO BE 5/8"CDX. r 7.SIDING AS SELECTED BY OWNER WITH UNDERLAYMENT ------------'--"--'---------- PER MANUFACTURER. PROPOSED FLOOR PLAN c�4 '; SCALE: 114" = V-0" ^. DRAWN: SCALE: JOB#: 3/4/2020 SHEET NUMBER: A-4 l"'E: If E'f' CHIF W I- CATHEDRAL CEILING 0 -------cT 24---- - , ___________________________________,- _____;�___-- __;;________--_______________ -____---------------, I I I I I (2)5-1/2 MLHDR I I I -------------- II II II II II , � I I I I I I I I I I I I I I 12 2X10 RR(@16"OC I , I I I I I I I I I 1 1 1 1 I I I I I I I 1 1 ix I ' I I I I I I I Ir�y, I .J II , II j l Ir--------' I w ----- I I I m I I X�I I r----- 1 LL r I I LL I I O 1 1 10 I I I I J I I I ^^1 12 I --------------- ——————————————— I ✓ I FJ-I 1 N r�� � I I ✓' Z x y 5-1/4X5-1/4 2. PARALLAM CO MN i ; I Z O ------------ ---------- "------------ ---------------------- ------ ------ ------ ------- -----------------------------------, w O I x t , NI I V r , J O I , II Q t� L QI II w 3 1-3 4X14 ML RIDGE 3 1-3 4X14 ML RIDGE STEEL ANGLE BRACK STEEL ANGLE BRACKET Q (SEE SECTION) (SEE SECTION) I V I � , I ' I i I , U I ' I %0 I I ++I � ti w l m I O 12 JP , 1 O m ,� LL I f7 _O 0o i p ,� a X r� cxC O >; n\� _ 12 ' ' rL1 M '1 � I I �/ � � .i•r 2X10 RR P,16"OC LY� n Ln V °1 WALL TO BE BUILT UP TO RRs WALL TO BE BUILT UP TO RRs ON c� I �-------------------- --------- --------------------- --- -----------------'--- ----------------------------- I -------------------------- PARALLAM COLUMN N o W cu O L u �— I I m I I I I (2)7-1/4 IV L HEADER ------- - - - --------- ------- - - - ------ ------------------------ ELf 6006 V O 1.ROOF SHEATHING TO BE MIN.S/8"CDX. 2.INSTALL ICE AND WATER BARR I ER ALONG PERIMETER, S VALLEYS AND INTERSECTIONS PER CODE. 3.ROOFING AS SELECTED BY OWNER OVER MIN.15#FELT ROOF PLAN E PROJECT NORTH UNDERLAYMENT. SCALE: 1/4" = 1'-0" N V 4.STALL EAVES EDGING AND METAL FLASHING AS REQUIRED. ACTUAL S.SOFFIT,FASCIA AND RAKE TO BE AXEK OR EQUAL.18"OH NORTH AT HIPS,12"AT GABLES. 6.GUTTERS AND DOWNSPOUTS TO BE INSTALLED AND .A CONNECTED TO DRAIN PIPE,LEADING TO DRYWELLS PERP4 CODE. z DRAWN: SCALE: JOB#: l: f$ 3/4/2020 SHEET NUMBER: A-5 (3)14 ML RIDGE (3)1-3/4X14 ML RIDGE (3)1-3/4X14 ML RIDGE V1 5-1/4X5-1/4 z JP��'�V PARALLAM /'j"-'11 1�IgtJ`� COLUMN MZ V,q/zt' �+1 U � LOFT q FASTEN TOGETHER (3)9-1/4ML 7n w/5/8"dia.BOLTS w/1"STEEL __ 3 4"SUBFLOOR INSTALL 5/8"SHEATHING 2X8 @16"OC w/WASHER,NUTS © __ 2X10 DF#2 @16"OC — _ — TO BOTH SIDES OF WALL n STAGGER @16"OC zx6 16" 16" @16"OC (31 GIRDER ML �,. GIRDER j j 2/z (BOXED IN) i ; O t l (3)14"ML O O " RIDGE ' ' 1OX10 COLUMN 5"w X 5"w X 3/8"t STEEL ANGLE CLIP 5/8"dia.CONNECTION BOLTS o w/6X6AC4 POST (EACH SIDE OF BEAM) © © ® ASTM A307 GRADE A(60,000ksi) i0 O WITH WASHERS AND NUTS O Th RAILING ' ' o ® ® 2%"I @ 16"OC(STAGGERED)(TYP.) I ' ]LBETWEENJOIS IDE SOLING BLOCKING I 5 NDERING WAL I I (3)14"ML ® 3 41,SUER OR ❑ ❑ RIDGE -— 24' 16" 12"TJ1230 WOOD-1 F1 @16.0C 2X8 ACQDJ @16"O t I �� INSTALL 2"T&G DOW BOARD w/3/4"AC SHTG.UNDER ® 5/8"dia.CONNECTION BOLTS EL.150 (2)3K12 PT GIRDER © ASTM A307 GRADE A 60,000ksi 2� (min.2' FASTEN w/S S.SCREWS,CAULK PERIMETER AND ALL ( ) O O OlE EXPOSED PENETRATIONS , 3/4"dia.GALV BOLTS WITH WASHERS AND NUTS I' w/WASHER,NUTA 307 I�I N d/BEE 13.0 I2 PER PILE)TYPICA 2'/" l � ® I1 2X10 PT IC L) I Il t II OPTIONAL 1X6 HORIZONTAL LATTICE e (TYPICAL) 11 i'll ill - ,III (EEN PILINGS) LNGS)ALNG PERIMETER r—` 0 BETWEEN PILINGS)ALONG PERIMETER W III----i I�I I�I __.=1 �'` - — I, — — — - 10"dla.PT PILING(TVP) II I 'III - EL.9.0 I _ t ___._� I I I _--.. ll — �__-1 I —� INSTALL TO REQUIRED — h ��-- I I —�I I L--�I I L--1 STRUCTURAL RIDGE CONNECTION DETAIL ��; PENETRATION(10TONS) o NTS11) �l EXTEND TO TOP OF GIRDER III 11 O � v W Q � z Q � o CROSS SECTION A o 3 (o SCALE: 3/16" = 1'-0" 0 O ' (3)1-3/4X14 O ML RIDGE 0 0 (3)1-3/4X14 ML RIDGE o o (3)1-3/4X14 ML RIDGE M N c O 0 o Lh m v Cl U O L In To 0 5-1/4X5-1/4 � 0 (2)11-7/8 PARALLAM X O cz ML VALLEY 2X10 RR @16"OC +I COLUMN � z M Th RAILING O Ll co ' En U ^ � v ON m 00 N - - o w 00 �© 3'h RAILING r', • 3/4"SUBFLOOR OVER o� TJ1230 11-7/8 @16"OC N - — 5 4 DECKING 2X8 ACQ @ 16"OC �.I✓ EL.15.0 — _ — 0 0 0 0 0 0 0 DBL 11-7/8 ML U I h, it (2)3X12 PT GIRDER ALONG SIDES I, INSTALL 2"T&G DOW BOARD w/3/4"AC SHTG.UNDER I 3/4"dia.GALV BOLTS cV I FASTEN w/S.S.SCREWS,CAULK PERIMETER AND ALL l III w/WASHER,NUT A 307 (TYPICAL) I yl BFE 13.0 — _ — EXPOSED PENETRATIONS (2 PER PILE)TYPICAL 1, f rYi rl� �; 11�6 flli �I OPTIONAL 1X6 HORIZONTAL LATTICE I it L (INSTALL w/2X4 PT @48"OC BETWEEN PILINGS)ALONG PERIMETER EL.9.0 -- — -- -- -- — - -- -- — 10"dia.PT PILING(TYP) 11h, 1 �'h — _I,N'I'I - INSTALL TO REQUIRED d PENETRATION(10TONS) 1�1 I EXTEND TO TOP OF GIRDER II 1' 11 C'7 II.I iNll I II'II, `I IIID III ' , `Tr � ti DRAWN: SCALE: >�,, + " �~ •' 8f ' � xs JOB#: (� 3/4/2020 CROSS SECTION U �f g' SHEET NUMBER: 1�3:�q 3 (o SCALE: 1/4" = 1'-0" . . �'�r �y. •��`• EP HI E RE, li IF C E." w 3 1 1/4 *1/4 01114 1 1/2 1 1/4 Q L4V• W.C. ►�j D.W. W.M. I3" SHOVER F.A.I. 2 2 Q C.O. I �111/4 3 , C.O. 3 1 1/2 3 SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4 TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE W � A PLUMBING SCHEMATIC SCALE: NOT TO SCALE W Q � z Q o x o N 2" 2" O 0• • / ® / 0• 2" ® O•/ � / � �2" • • • • • TQ/� FASTENER TYPE: SPACING: I I I IlI j la•/IJ 1 I I`I(1I I o\•(II II IIO1I®fJI ®•® I'II J(((II II(I (`\ JI'I`I/ •®• 1/I(IJ II ((I(I I (I iJII�/I/.••s II/+I II II(1 I ( 1 �I • I,I/IIJI III I/� ••• ,��.�,XO `�.N No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH Ln No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC Q vW��yN¢ "wVs tin.EMBEDMENT LENGTH 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC L tin.EMBEDMENT LENGTH 3/4"APA PLYWOODLn u a�J SHEATHING _ T)� i 2APA RATED SHEATHING GA cu NDE PLYWOOD v (ALTERNATIVIE:7/16"O.S.B.) • 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIE:7/16"O.S.B.) FASTENER TYPE: SPACING: On )ji No.8 WOOD-SCREW STUDS U2X4 DF#2 BASED ANCHOR WITH 10"OC 0 II OI QI I 2in.EMBEDMENT LENGTH WINDOW SILL I I J I J TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ( \ ® I I ®® I ® I BASED ANCHOR WITH 12"OC I PANEL SPAN EQUAL OR SMALLER 2in,EMBEDMENT LENGTH THAN 4 FEET ( ( I 1 I I I 1 N 1/4in.dia.LAGSCREW ` I BASED ANCHOR WITH 16"OC O I I (•l) I` ( Il ( ( Il 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW (� AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC (/) THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH AND NUTS @ T-0"O.C. xj No.10 WOOD-SCREWSN-I TYPICAL MULTIPLE OPENINGS BA.EMBEDMENT LE H 9"OC C, tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET REW AND EQUAL OR SMALLER BASE dia.ANCHOR WITH Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 5� " WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 3t�� �" ��+ i DRAWN: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO •'• SCALE: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL &_,�. � JOB#: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ! Y p F � , iY 3/4/2020 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. : HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. - SHEET NUMBER: �K ••ome A- 7 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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. [� W KING STUDS V1 RAFTER WALL STUD ENDWALL CRIPPLE STUD 0 BOTTOM PLATE Q RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST O SIDEWALL c1 RAFTER JACK STUDS E'�I FLOOR 'LISP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS O 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 JUSP NUMBERI DESCRIPTION APPLICATION PROOF ATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR V1 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 J 2ND. ADSS ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD LSTA24 —1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER LEDGER ( ) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC op '91111 ' WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION ' - TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER V1 W THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT ( 1 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD 1� ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. Q FLASHING TO FORM CHANNEL INSTALL 4'0" O.C.x3 AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE O W O 8" — 14" LSTA30 1-1/4" 0" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO x ► ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWJ ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O w INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 1-1/8" x 20go. TYDOWJ ANCHOR EACH RAFTER SOFFITED EAVE DETAIL Al N �+ ON OPENINGS KEEP ROOFING NAILS OUT C) OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE O FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST CD e--1 F FT T TOP PLATE cfi N GIRDER/HEADER cn m V SIDE WALL FLASHING WOOD JOIST X V 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD p� c� co O AND RAKES -- PROVIDE HEMMED EDGES SO � +� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS 0 r_4 .� NSTALL 4'0" O.C. PREVENT CAPILLARY ACTION x O CZ 4" — 8" LSTA36 —1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED �i KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH '� F-+ V ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. Q) L i RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO 00 \ INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS +-- CONFORM TO SLOPE / � \ 8" — 16" MSTA43 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS r p ri ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR a � � PLATES TO EACH STUD V M tt Lf) U DBL. SILL PLATE O I c� —+ TERMITE SHIELD --SUB FLOOR p SILL GASKET WOOD JOISTS CA (U00 N W NEOPRENE TYP. CONC. FOUNDATION GONG. SLAB. GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE ( n 6 MIL POLY DAMPPROOF EXTERIOR • �y I BOLTED TO STEEL BEAM WITH V GRANULAR FILL 6MIL POLY ON EXTERIOR • i • V -1STEEL COLUMN I ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. A ° • C • G ° a ROOF JACK �� STEEL BEAM CONC. SLAB p . `�`� e.a n ` v POUROD COLT EMBEDMENT: �� I1 W T . COMPACT FILL e op r 4" x 1/4" x 8" STEEL BLOCK WALL: 15" ROOFING LAPS I TOP AND BOTTOM PLATE KEYWAY FOOTING ° V A • • G • 1 p n FLASHING AT WITH 1/2" x 6" ANCHOR BOLT V d a �'p �' a GONG. FTG. p Q p C o SIDES AND TOP USE WITH 3x3 SQUARE WASHERS 1/2" GROUT O ANCHOR BOLT CONNECTION p � REINFORCING BAR (USP LBPS58 OR BP583) I I f 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT I I I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM yy CRAWL SPACE OR FOUNDATION 1 STORY 72" OC °U TYPICAL BEAM DETAIL N TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB—ON—GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL 1 SUB FLOOR SL AB LAB DOOR FRAME ( Cn X6 WWM JOIST GARAGE W COMPACT FILL � DOOR � o-- USE 2X8 STEEL BEAM FOR BLOCKOUT Q� 4" SLAB �"� P.T. PLATE /�/ W/ 6X6 WMM SLOPE\I �+ ' 1/2" AIR SPACE - . e 4"DRIVEWAY —� NOTCH(WITH AJOIST NNAI INGNPLATEUIFTNEEIGHT DED) AT END AND �• " ?0 �" • • s• :• •' . • TO BE APROX. 1/2" OR HIGHER THAN " L,Lj p ES OF WOOD +p • STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE • Q ,"--Q------------- • �� = BEAMS ° 'a �•a • • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED • a a a I I a .. 2' 6X6 W.W.M. •. —--:—n —— e— r.•s� =11 °'•a D 'p MIN. rj,eC .` aC n p p /�v a `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p • a'w•° �, `A�y.�• • a REINFORCING BAR •• / a0 °• a ° s II—II ,;•r"l • rj•, NOTCH EQUALS 1 4 DEPTH OF BEAM r� .D �+ REINFORCING BAR �; p + DRAIN TILE I� ►I 1 • 4 �. O 0 I�1 ,�IS A 12" a :• SHEET METAL / 30# FELT UNCER BEAM AT POINT L• A a .a L ,'(ems OF CONTACT WITH CONCRETE OR GONG. BLOCK —i i• i u d +� DRAWN: TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a. SHIMS TO LEVEL BEAM s, _, SCALE: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT JAB#: F 3/4/2020 BEAM POCKET SHEET NUMBER: A- 8 ''fix 'Q �i�13` •'� WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL 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 QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO &WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) Q1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL 4-8d COMMON RAFTER TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS)CEILING JOIST 8'WALL:3-Sri COMMON EACH 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 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 TO TOP PLATE 10'WALL 4-8d COMMON JOIST 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 O 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 hT-1 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES F.L� 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 O 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 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-l6d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 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 (DESIGNED FOR CAT.C) 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 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 TO PER FACE NAIL p p p p g P2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4.16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE FTC 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO .SIDE FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE zt P g FIRE PROTECTION Sym.:attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER TO 16"O.C. FACE 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 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. ¢ O 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 >. in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION C 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC C/I W 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: >' Z , , FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST BOTTOM PLATE TO:BAND JOIST 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q ^ length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD Q determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS O O Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED x 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES xj CD 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. 11 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE d O concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE O 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 2-8d COMMON 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 BdCOMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS o Where a ridge is to be used as a structural beam,the rafters shall either be notched and 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/o relative density with g 3-16d COMMON @ @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. . 8d COMMON @ 4"O.C. SEE NOTES:1,3 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 o `8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE N O 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. cov o `N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END n , the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3 16d COMMONJOIST 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, O m r+ >~ BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � 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 COMMONS�. v Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 x O � FRAMING NOTES g F HEATH 1 N 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. } @� into concrete with a minimum 1/2"dia x 7"Ion 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. 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL 'NAIL a� +� 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION O 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. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For r4 1 zI+ below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. d+ 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. g P g STRUCTURAL PANEL Sd ch in ) g WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. O 4).Deck joists to have blockingat 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE CJ CO ,� SHEATHING LOCATION NOTES rn 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 'CZ 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. JOINT DESCRIPTION N tv 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.C. SEE NOTES:1,3 (BOTH FIELDS) o where needed. NOTE:2 FOR PANEL FIELD W 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE O g WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 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. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: 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 NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 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 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. U U 7/16"O56 6d COMMON3"O.C.EDGE O P ) P ) g g P PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6).Double u floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,draina a and venting to be installed as per N.Y.S.Residential Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM T: O.C. EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.C.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. other access openings unless otherwise noted(typical). J FLOOR SHEATHING: N 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL E"I provide adequate bracing and plates t0 protect and secure the structure.Verify with the 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 P q g P P fY QTt. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES I"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 as required by anent NYS Residential Code-FIREBLOCKING REQUIRED Under all bearing Wa11S. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Firebl«king shall be provided to cut off all concealed draft openings(both vertical and horizontal) V requirements. 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking 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. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor/ equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at intervals not exceeding 10 �1 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed �L 1).Nailing requirements are basec on wall sheathing using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 SOIL COMPACTION: g Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits 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. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirem=nts for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,or alt-rnate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed sp es over subfloor as per manufactures instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. +r�� such as shear plates,shall be used to maintain load path. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 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 duds at ceiling and floor level,to resist th L&O 8P A ill' i?ti 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 4� A, 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 on ails shall be permitted � to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).W NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N. Ref" t ode. 3).All electrical work to comply with 2014 NEC. to be reduced to]-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 DRAVVDRAWN: 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. ,I j and R315 of IRC. y l:. SCALE: �J JOB#: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G `" ,r.F 3/4/2020 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP ,+ °" .Lq ��¢ AND BASES.USE WITH FLASHING CAPS TO '�" e,� �p. SHEET NUMBER: ICOVERTOP O� ��•� A-9 : '�' 'A