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Home My WebLink About43650-Z o�QS�fF01KcpG Town of Southold 6/24/2021 a y� P.O.Box 1179 o - o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42110 Date: 6/24/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2455 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-13-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/15/2019 pursuant to which Building Permit No. 43650 dated 4/15/2019 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 covered porches entry decks roof-top deck and attached four car garage as applied for per ZBA 7171, dated 7/19/2018. The certificate is issued to Mirro,Justin&Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0024 5/18/2021 ELECTRICAL CERTIFICATE NO. 43650 2/11/2021 PLUMBERS CERTIFICATION DATED 5/25/2021 Kevi Remper.lumbing eating 0 w- 0 riz gnature TOWN OF SOUTHOLD ��o ooy BUILDING DEPARTMENT M TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43650 Date: 4/15/2019 Permission is hereby granted to: Mirro, Justin 3 Green Acre Ct Great Neck, NY 11021 To: demolish existing dwelling and accessory garage and construct single-family dwelling as applied for per SCHD, ZBA, Trustee approvals and DEC Non-Jurisdiction letter with flood permit. At premises located at: 2455 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-13-6 Pursuant to application dated 2/15/2019 and approved by the Building Inspector. To expire on 10/14/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,853.60 CO -NEW DWELLING $50.00 Flood Permit $100.00 DEMOLITION $1,017.10 DEMOLITION $253.60 Total: $5,274.30 Building Inspector Form No.6 TO«T 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 2110 of 1%lead. 5. Commercial building,industiial 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 applicarit. 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, Swinmiing pool 550.00.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. February'7 2019 New Construction. Old or Pre-existing Building: (check one) Location of Property: 2455 Nassau Point Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Justin and Elizabeth Mirro Suffolk County Tax Map No 1000, Section 104 Block 13 Lot 06 Subdivision Filed Map. Lot: Pennit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Plaiming Board Approval: Request fur: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ : &A App scant Signature so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� roger.richerta-town.south old.ny.us COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Justin Mirro Address: 2455 Nassau Pointe Rd City: Cutchogue St: New York Zip: 11935 Budding Permit# 43650 Section- 104 Block. 13 Lot 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 150 Ceding Fixtures 50 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt Wall Fixtures 28 Smoke Detectors Main Panel 2-20 A/C Condenser 3 Single Recpt 3 Recessed Fixtures 131 CO Detectors Sub Panel A/C Blower 3 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-20 Switches Twist Lock 11 Exit Fixtures TVSS Other Equipment: 1-gas cook top, 1-electric oven, microwave oven, gas clothes dryer, 5-bath fans, 12 motion light switches, 145 ft strip lights,25 ft plug mold, 16 combination GFCI/ARC fault circuit breakers Notes Inspector Signature: Date: February 112021 81-Cert Electrical Compliance Form.xls •Q��o��soUTyo�� . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD M AY 2 8 2021 17T771 'P71 C CERTIFICATIO-N Date: Building Permit NO. 3(O�� Owner: (Please print) Plumber:, �U" � , VkUPNAPQ- ce-rl — (Please print) '00010 I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers'�atuire)'- Sworn to before me this day of 20 d--f If Notary Pub _—Co lit, Y' DAVID C.INAMW Notary Public.StoW of Now Yb* No.01 RA50M7 QLafflad in SuC* Ocmrnisdw 5#u Fibmary �b �O��OF SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765.1802 INSPECTION [ OUNDATION 1ST /�I/,O [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ga DATE n INSPECTOR V✓ �a%f SObTy� # TOWN OF SOUTHOL-D BUILDING -DEPT. 765-1602 INSP-ECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMIN STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: pvaillm 0 w tu DATE Y " Yl' INSPECTOR SO(/T,�°� * * TOWN,,OF-SOUTHOLD BUILDING DEPT. co 765-1802 INSPECT O [ ] FOUNDATION 1 ST [ R UGH PLBG. [ ] FOUNDATION 2ND [ ` INS U ULKING - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL) [ ] CODE VIOLATION [ ] PRE O I REMARKS: DW 1 �S h3 . DATErfl INSPECTOR .,jF ;, ,,sy s:?' {`:•ry':",C+ri�;{t;:;'�'E-. _ %d;-:.c�;r>e,s7.:;�,3,`;ta-�p'�r.�p;+,��,w�a.xr_ x.., :_, _ '� ___ .....e....—.,-...._ _ - SOfjTy�� Pam q- ff43 Ulm,� TOWN .OF SOUTHOLD',BUILDING DEPT. 765-1802 w INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) vil] ELECTRICAL (FINAL) REMARKS: i DATE // �I INSPEOTORW: SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `yrourm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL IVB [ ] FIREPLACE & CHIMNEY- j ] FIRE SAFETY`INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION rr [ ] PRE C/O REMARKS: v ip,64L= DATE INSPECTOR S A M U E L S & S T E E L M A N June 9, 2021 Building Department JUN _ 9 2021 Town Hall Annex Main Road Southold, NY 11971 Re: MIRRO RESIDENCE 2455 Nassau Point Road, Cutchogue BP#43650 I have administered the construction of the above referenced project, including the construction of a new residence, have inspected the installation of insulation, and hereby certify that it meets the requirements of the New York State Building Code, Energy Code, and the Construction Documents approved by the Town. During the pandemic shut down of Town inspections, this was the only way to ensure the timely continuation of construction. Please put this certification in the file. Thank you, OF NEW ion PC G.S,q�G �r �C7S7'ERED Tom Samue , ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 - / - | ^ ` MAY -�kY � A 2021 ` �� . '` ~-` ' ~ ~' | � ^''- `~- ' Affidavit Of 20151ECC Compliance Date: 5/21/3021 Inspection Address: Z4SSNassau Point Road, CutchogueNY This is to Certify that on 4/27/2021 the above address has been tested in accordance with the provisions ofthe 2D1S |ECCasamended bvthe 2O16New York State Supplement: 402.4.1'2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: Conditioned Floor Area: -1---—71011 1 Blower Door Test Result: 1 4 3497 L he Conditioned Volume: 1 1 934261 1 Leakage in ACHSO: 1 2.25 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested�y-post construction test inaccordance with Appendix AofNational Home Energy Rating Technical Gide|inesandASHRAE15Z, and meets the minimum requirement of: ofconditioned floor area. System 1: Crawl Leakage CFM@25: 70 Supply R-value: 6 1 Return R-value 6 System 2: Exempt Leakage CFM@25: na Supply R-value: na Return R-value na System 3: Exempt Leakage CFM@25: na Supply R-value: na Return R-value na Total Combined Leakage: 70 CFMffl25 Leakage Limit: I 2841CFM@25 *** EXCEPTION-All cluctwork and air handler is located within the building thermal envelope. ' Signature of Certified RESNBHERS Rater: HERS QA Provider: . Performance Systems Development -' 134Brindley Street, Ithaca NY14OSO ' Provider|D#: 1998'O72 T��8accare��Cert�ificattion�1#3587�3447 GO7-277-G248 Notice vyindependent Status.A*per the requirements the%015Building Code vyNYS, New York Building Technology Group Inc.and/or it's Inspectors(Rutem)are not and shall not huowned,controlled by,orhave shared fiouuoialinterest with the owner ofthe project,the General Contractor,the subcontractors,v,any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts ofinterest with regard toits professional activities. 1S9Route ZSA, Bldg 1Suite B, Miller Place, NY 11764 Telephone: 63149S0IQ9 Fax: 631SOQ4S3O Emai|: NYBTGT8@8mai|.com JUN - 9 2021 NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE AND INSTRUCTIONS 20:19-EQITION OMB No. 1660-0008 Expiration Date: November 30,2022 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS Paperwork Reduction Act Notice Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW,Washington, DC 20742, Paperwork Reduction Project(1660-0008). NOTE: Do not send your completed farm to this address. Privacy Act Statement Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of estimating the risk premium rates necessary to provide flood insurance for new or substantially improved structures in designated Special Flood Hazard Areas. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C. §552a(b)of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/ FEMA-003—National Flood Insurance Program Files System or Records Notice 73 Fed. Reg. 77747 (December 19, 2008); DHS/ FEMA/NFIP/LOMA-1 —National Flood Insurance Program(NFIP) Letter of Map Amendment(LOMA)System of Records Notice 71 Fed. Reg.7990 (February 15,2006);and upon written request,written consent, by agreement, or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may result in the inability to obtain flood insurance through the National Flood Insurance Program or the applicant may be subject to higher premium rates for flood insurance. Information will only be released as permitted by law. Purpose of the Elevation Certificate The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). It is to be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances, to determine the proper insurance premium rate, and to support a request for a Letter of Map Amendment (LOMA) or Letter of Map Revision based on fill(LOMR-F). The Elevation Certificate is required in order to properly rate Post-FIRM buildings,which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), located in flood insurance Zones Al—A30,AE, AH,A(with BFE), VE, V1 V30, V (with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH, and AR/AO. The Elevation Certificate is not required for Pre-FIRM buildings unless the building is being rated under the optional Post-FIRM flood insurance rules. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the Federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA or LOMR-F request. Lowest floor and lowest adjacent grade elevations certified by a surveyor or engineer will be required if the certificate is used to support a LOMA or LOMR-F request. A LOMA or LOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 package,whichever is appropriate. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing. Under the NFIP, non- residential buildings can be floodproofed up to or above the Base Flood Elevation (BFE).A floodproofed building is a building that has been designed and constructed to be watertight(substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA,a floodproofing certificate is required. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate, available on FEMA's website at httis://www.fema.aov/media-library/assets/documents/3539?id=1727. FEMA Form 086-0-33(12/19) Replaces all previous editions. F-053 / U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. .Copy all pages of this Elevation Certificate-and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg.No.)or P.O.Route and Company NAIC Number: Box No. 2455 Nassau Point Road City State ZIP Code Cutchogue New York 11935 A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) District 1001 Section 104 Block 13 Lot 6 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat 41*0'37.044"N Long. 72*26'45.6"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 3495 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 7644 sq in d) Engineered flood openings? ❑Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage 1135 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b p sq in d) Engineered flood openings? ❑Yes Q No SECTION 13—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Town of Southold 360813 Suffolk County New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO164H H 9/25/2009 9/25/2009 AO Depth 2 feet B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑FtS Profile ❑X FIRM ❑Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 L OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November30,2022 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: 2455 Nassau Point Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,Vi V30,V(with BFE),AR,AR/A,ARAE,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: PIDAA3497 Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 n 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) 5.8 0 feet ❑ meters b) Top of the next higher floor 14.1 Q feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) n/a Q feet ❑meters _d) Attached garage(top of slab) 11.9 ❑X feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 12.8 feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 5.5 ® feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 12.2 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 11.2 ❑x feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine orimprisonment under 98 U.S. Code, Section 9009. Were latitude and longitude in Section A provided by a licensed land surveyor? n Yes ❑No ❑x Check here if attachments. Certifier's Name License Number John Minto L.S. 49866 Title Owner Company Name JM Land Surveying DPC Address 93 Smithtown Blvd City State ZIP Code Smithtown New York 11787 Signature Date Telephone Ext. 3-1-21 631-7244832 Copy all pages of this Elevation Certificate and all attachments for 0)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) The lowest machinery servicing the building are the air handlers located in the utility room east of the garage with and elevation of 12.8. Also in the utility room is a wall mounted boiler with an elevation of 13.4,two wall mounted hot water heaters with an elevation of 18.5, and wall mounted electric panels with the lowest panel elevation of 15.4.The six flood openings are covered by mesh screens. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 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 Budding Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 2455 Nassau Point Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 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 E1—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 6.4 X❑feet ❑meters ❑above or ❑X below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is 0.3 ❑X feet ❑meters ❑R 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 1.9 ®feet ❑meters ❑x above or ❑below the HAG. E3. Attached garage(top of slab)is 0.3 ❑x feet ❑meters [-]above or x❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0.6 ❑x 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 ❑x 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: 2455 Nassau Point Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 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—G10. In Puerto Rico only, enter meters. 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 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. 2455 Nassau Point Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 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. Please see attached photos Photo One Photo One Caption > Clear Photo One; Photo Two Photo Two Caption Clear,Photo'Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 2455 Nassau Point Road City State ZIP Code Company NAIC Number Cutchogue New York 11935 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. Photo Three Photo Three Caption lea Photo Four Photo Four Caption Clear PFio#o;Four; FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 2455 Nassau Point Road, Cutchogue NY 11935 March 1, 2021 Front View West Side � w ■ Nil M E North Side View -9 Uk ' �;: �.. Y f ..�,.s-�.. All, - 2455 Nassau Point Road, Cutchogue NY 11935 March 1, 2021 Flood Openings i mom +1�y1� a t;y4; S A M U E L S & S T E E L M A N June 26, 2019 Fell� r 17 P Southold Town Building Department , Main Road, Southold, NY 11971 JUN 2 6 Re: Mirro Residence and Pool House Tory;,,-rv. 2455 Nassau Point Road, Cutchogue Attn: Amanda Per your request, I hereby provide the following revised certification for the above referenced project: ^ Twenty flood vents, each sized for 158.2 sf of area below base flood elevation in the AO Flood Zone, are sufficient to drain the Crawl Space of 3,151 sf, per manufacturer's specifications. Respectfully submitted, �pF NEW"'ot, ��OPSG.SAII4G�`(P 0183 Tom Samuels RA ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 FS-1616-FEMA Compliant Flood Vent by Flood Solutions https:Hfloodsolutions.com/shop/fs-1616/ Z. info@floodsolutions.com Toll Free: 800.325.9775 Cart(0) e e CFEMA Ccmpliarki�� FloodVemts Home Shop Info Center Blog About Contact FS-1616 Add to cart $55.00 t14 : f , Size: Opening Req'd in wall: 16 x 16"H Tip to Tip: 18-1/2"W x 18-1/2" NL 4 A L diri` ) Pa r Covers: 191 sq ft is Free area of ve t: 158.2 sq inches �Wt A j �'i + i'p i C kik �'ti\ ?'.' s INN` , • All Flood Solutions flood vents are ICC-ES Certified, engineered, FEMA compliant and proudly made in the U.S.A from heavy duty aluminum. • They are easy to install with predrilled screw holes, a 1-1/4"front mounting flange and no finish for easy painting if desired. • Vents are always in the open position, allowing for fresh air ventilation to help keep crawl space dry while protecting you from insects and rodents. • Ideal for new block construction, poured concrete walls, wood frame walls, doors. No finish for easy field painting(or may be left unfinished). 1 of 2 3/11/2019 9:50 AM FS-1616-FEMA Compliant Flood Vent by Flood Solutions https://floodsolutions.com/shop/fs-1616/ Shipping Information: Orders received by 2:30 PM EST will ship the same business day. Orders received after 2:30 PM EST will ship the next business day. N Orders are shipped UPS GROUND SERVICE. For Air Service or Click an above map to expand shipments to Hawaii or Alaska please contact us at 1-800-325-9775. Please refer to the map to determine number of business days in transit*for standard ground shipments. *Please note: Business days in transit do NOT include the day the order is placed, holidays or weekends. Freight charges: 8% of total order cost or$17.75 minimum, whichever is higher. info@floodsolutions.com Toll Free:800.325.9775 Privacy Refunds/Returns Warranty Disclaimer Flood Solutions LLC 1 Industrial Park Drive, Bldg. 27 Pelham, NH 03076 ©2011-2019 Flood Solutions, LLC Design: cre8d 2 of 2 3/11/2019 9:50 AM MNMNTS • • • • j��'�� • ol FOUNDATION (1ST) AW OWL'FOUNDATION (2ND.) M. ROUGH FRAMING i% PLUMBING INSULATIONPER STATE ENERGY CODE �I ZOM LfWAMMIE I All Us 70210L Q/1111 alil"1101=11 i • OWNW7 i � • 1. � / �j r 1 TOWN OF 8OUTHOLD 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 nn Survey SoutholdTown.NorthForkxet PERMIT NO. �v Check Septic Form N.Y.S.D.E,C, Trustees 0 DFlood Permit Examined 206 t Storm-Water Assessment Form 5 2019 Contact: Samuels & Steelman Architects Approved-- 204.204 ��B 1 Mail to: 25235 Main Road ,. utc ogue, NY 11935— Disapproved a/c x 'O Phone: 631 734-6405 Expiration ,20 10*® , Buildin n r APPLICATION FOR BUILDING PERMIT Date February 6, 20 19 INSTRUCTIONS a. This application MUST be completely filled in by.typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances'or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described.`;The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signaturd of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11,935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises Justin and Elizabeth Mirro (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will-be done: ., 2455 Nassau Point Roach=-, •. ;,_C `' :;._ tihoguei House Number Street f;' ii4?�''.t tit ,,,ipa M1; ,-5,Hamlet :. v a. County P 1'04 :'ICA. i�. t.. _ ; Coun Tax Ma No. 1000 Section Block��-"13�'�= - Lot 06 Subdivision ---- 1-"r�' lw^`'�41 iFiled'1VIap X1'0:'"'"` --- Lot ---- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition3 ;-V-- Other Work , 3 e ? "'*.-*,. (Description) 4. Estimated Cost ---- F' , a b n (�' =b paid on filing this application) _ 5. If dwelling,number of dwelling units one Number of dwelling units4on each floor If garage, number of cars four ' P ` � T 5. If business, commercial or mixed occupancy, specify-nature andtext_ent,of each type of use. - --- - = rg 7. Dimensions of existing structures, if any: Front 51 -7 Rear`s 33-2 Depth 701-211 Height 24' Number of Stories two Dimensions of same structure with alterations or additions: Front Rear- Depth Height Number.of Stories R. Dimensions of entire new construction: Front 22' Rear 73'-2"ft Depth 107 ft Height 32-8" Number of Stories two with crawl space �. Size of lot: Front 175' Rear 174.38 ' Depth 333.84' 10. Date of Purchase 2017 Name of Former Owner Wacker 11. Zone or use district in which premises are situated R 40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES V NO Ar 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Justin & Elizabeth MX8dressKensington,NY Phone No. 646 382-5153 Name of Architect Tom Samuels Address 25235 Main Rd CutchF%fte No Z34 64Q_5 Name of Contractor Seifert Constn irtinn ol: Address Mattituck Phone No. 631 298-193u- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO "r * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. (see attached ) 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF Suffolk ) Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ISE SaalX day of = /Lfi1 2002 Wd3 u01S9 IW + t4uno0 jIonS u!PalgIs�O , s Notary Public i na ure of Applicant N80A M3N d0 31b►1S-Oliand ANVI N NOISSINOW W N unyi A17 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 C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a1c d Phone:-1 Expiration ,20 ® of t ector D PPLICATION FOR BUILDING PERMIT fE6 2 6 2018 .41 Date , 20_U INSTRUCTIONS a.TOMxi �e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within,18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. !"A"A - (Signature of applicant or name,if a corporation) AU6 (Mailing ad ress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (AU on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whieb propose ork will e dobe: M—AZA )� &&� House Number Street Hamlet V / County Tax Map No. 1000 Section Block Lot lQ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intende use and occupancy of proposed construction: a. Existing use and occupancy ` b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 6) Number of dwelling units on each floor If garage, number of cars � � 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing st�Wg4,re�s,if any:,-Front Rear Depth Height �a NP dr;jgf Stories Dimensions of same structure with alterations or additions: Front o 9 7 Tl�s d;Relar �9-&�-'. Depth Height Number of Storijes ��, ' 'k 1 s' j �l �l 8. Dimensions of e tide new construction: Front �� Rear Z . `ID'epth 1671 i0b Height Number of Stories Wb 63Z CMAA S p/,Cl& n 9. Size of lot: FrontOILK, Rear O� `3 g Depth 10. Date of Purchase Name of Former Owner At'6%t� 11. Zone or use district in which premises are situated ?::-- qo 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YESyl NO Will excess fill be removed from premises?YES NO %Y 14. Names of Owner of remises MA'rYb Address GAgI • Phone No. (04G3 g Z G-ADO Name of Architect 6 GbG � Vt Address C.�i &V-Phone No 7 3 tU 64CG- Name of Contractor Address I Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES VINO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNT Y OFF ) c being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 i Notary Public Signature of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 9373 DATE: DECEMBER 12,2018 - ISSUED TO: JUSTIN&ELIZABETH MIRRO PROPERTY ADDRESS: 2455 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-104-13-6 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the.Town Code of the Town of Southold and in accordance with the Resolution of the Boafd of Trustees adopted at the meeting held on December,12, 2018, and in consideration of application fee in the sum of$250.00 paid by Justin &Elizabeth Mirro 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 provide silt fence around construction area per Town approved details; demolish existing one story frame residence,decks,and detached garage,and abandon existing sanitary system. Construct new two story frame residence,with flood-compliant crawl space and four-car garage, approximately 6,700 square feet,with footprint of 4,227 sf, with three attached covered-porches of:45 sf, 135 sf,525 sf,totaling 705 if,with open decks'and exterior stairs attached to residence,totaling 190 sf; one story,non-habitable Pool House of 748 sf,with covered porch(included in terrace area)-of 363 sf; 55 ft'x 25 ft gunite swimming pool,totaling 1,443 sf, 8 ft x 10 ft spa,totaling 80 sf, stone terrace at grade,of 2,839 sf,outdoor fireplace at grade(included in terrace area above); maintain existing 175 lf,timber tie �,..., border between lawn and non-turf buffer; increase in height approximately 18"at filled areas; re-construct 27 sf platform and 21 sf stairs from top of bulkhead to beach; maintain,existing non-turf buffer between bulkhead and timber border,approx.2,272 sf, 4 ft high-pool enclosure fence(bulkhead acts-as-portion of pool enclosure); — --- -- - - - construct timber drainage control curb at south edge of property,approximately 121 If; construct two retaining walls,approximately 15' long,for access to crawl space; provide clean fill contoured per°site plan,'approximately 4,000 cy; provide new topsoil and landscaping,including irrigation using public water; provide new gravel driveway; provide new sanitary system-per SCD]HS; provide leaders/gutters connected to new drywells to contain roof/stormwater runoff; provide 15 closed loop geothermal wells,for conditioning interior-space;and as depicted on the site plan \ prepared by Samuels&Steelman Architects,received on November 29,2018,and stamped approved on December 12,2018: IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, I oil ar;d these presents to be subscribed by a majority of the said Board as,of the 12`h day of December,2018. �g F41 C2 �- Y tN b) Glenn Goldsmith,President ,1' O Town Hall Annex A. Nicholas Krupski, Vice President `°�° 54$75 Route 25 * P O. Box 1179 John M Bredemey er,ll 1 -, Southold,New'York 11971 1\-'Iichael,J Dgmin4)", U J i Telephone(631) 765 1892 Greg Williams i y Fax(631) 765-6641 JUN 1 4 2021 �1Nfid,�� r - BOARD'OF TOWN TRUSTEES TOWN OF SOUTH`OLD CERTIFICATE,OFCOMPLIANCE 1811816C ate-.May 19,,2021 THIS.CERTIFIES that.the•silt:fence around construction Eareamer_T-6wn approved details, tiemolish',existin _one story frame residence,decks;andideta" _' garage,,and abandon existing`sanitM systern.Construct new tvvoatory frame residence with flood-compliant crawls space''andxfour=car garage, approximately,6,700-square,feet, %Npith•,tootprintof-4;227.sf,withthiee attached co�eredepordhes of 45"sf 13"Ssf S25 sf.totaling 705,sf,,with"open decks and=exteriorstairs attachedao residence:totalin a90'sf. oiie"stoy,"non-habitable Poll Rouse.0fj748'sf.lvith coyered:porchv(includezitin terrace;areaZof 363 sf, 55 ft x 25,11 unite swimmina tiool,total`ina 1,443 sf=8 ft.x:l0=.ft spa.>ita<iii .&U sf,stone=terrace-at arade,of 2,839 sf outdoor firepl�ace,44rade,.maintain exiting 1.75�f imber,tid-'.bbird'er beOy en,,'lawn,and non=turf buffer; increase;inzheighfiYapproaimaiely,l8"a t<filled:areas;3:0'.X"2'' `i �r_ " timber i•�etaiiif ti wall; re-constrict 27'sf pTatfo'rm and 2.1:sf stair's".from toy of Bulkhead to lieacli; maintain-existinanori=tiarfliuffer:between bulklieadar►c-4fimber b6rder approx.2,272 sf 4 fthi pool enclosure fence(Bulkhead acts as$portiortofpoot enclosure); cons-____ "fiber drainage,6ontrol.curbat�soiith,,edo,, fpropei`ty„approximately 121 If, t"t construcwo retaining walls,awproximately,l Y lonloni.,f6r: cess:to crawl space, provide clea"ll contoured D&siteIn an,: roxithAtely4°.000 gy, provide,new topsoil a5d`Iandseapinl;;,incl_udifi Mr ation"usinkpublic:water; provide new°gra”vel:drive3'v`gN-'F6vic`s.uewsatiYta�" s�per bus, provide'leade`rs% utters`connected to- - drywells.to contain rooflstormwater runoff; rp ovide 11 closelloop geothermal wells,for conditioning interior space; At 2455 Nassau,Point Road.Cutchogue Suffolk County Tax.Map#1000-104-13-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 29, 2018 pursuant to which Trustees Wetland Permit#9373 Dated December 12,2018,was issued and Amended on May 19,2021 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 the silt fence around construction area per Town approved details; demolish existing one story frame residence, decks, and detached garage, and abandon existing sanitary system. Construct new two story frame residence,with flood-compliant crawl space and four-car garage,approximately 6,700 square feet,with footprint of 4,227 sf,with three attached covered porches of: 45 sf, 135 sf, 525 sf,totaling 705 sf, with open decks and exterior stairs attached to residence, totaling 190 sf- one story,non-habitable Pool House of 748 sf;with covered porch(included in terrace area)of 363 sf; 55 ft x 25 ft gunite swimming pool,totaling 1,44' sf- 8 ft x 10 ft spa.totaling 80 sf, stone terrace at grade,of 2,839 sf; outdoor fireplace at grade; maintain existing 175 If timber tie border between" lawn and non-turf buffer; increase in height approximately J8"at filled areas-,30'x12' tim-ber_retaining wall;re-construct 27 sf platform and 21 sf stairs from top of bulkhead to beach; maintain existing non-turf buffer between bulkhead and'timber border, approx.2.272 sf, 4 ft-high gaol enclosure fence(bulkhead acts as portion of pool enclosure); - construct timber drainage control curb at south edge of property agproximafely 121 if, construct1wo retaining-walls,approximately 15'long,for access to crawl space; provide dean ill contoured per'site plan approximately 4,000 cy; ='.provide new.topsoil and landscaping, including irrigation using public water, provide nm gravel driveway;provide new sanitary system-per SCDHS, , provide leaders/gutters•conne'cted to new drywells to contain roof/stormwater.rdnoff, provide 15 closed loop weothermal wells,for conditioning interior space.- The eertificate is issued to Justin&ElizabetH Mirro owners of the aforesaid property. Authorized Signature 7-- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERV.,.;iON Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)4440360 www.dec.'ny.gov TIDAL WETLAND LETTER OF NON-JURISDICTION/NO PERMIT NECESSARY _ February 1, 2018 Mr. Justin Mirro 3 Greenacre Court Kensington, NY 11021 Re: UPA#1-4738-04584/00001 Owner—Justin Mirro Facility—2455 Nassau Point Road SCTM#1000-104-13-6 Cutchogue Hog,Neck Bay (Little Peconic Bay) Dear Mr. Mirro: Based on the information you have submitted, the Department of Environmental Conservation has determined that the above referenced property landward of the bulkhead greater than 100 feet in length and constructed prior to 8/20/77, as evidenced in Department records and historic' aerial photographs and shown on the site plan prepared by Thomas C. Samuels dated 1/16/18, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. The Department has also determined that relocating the existing landing and beach stairs shown on the site plan referenced above is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part661.5#21) as a use not requiring a permit. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward - of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Si erely, Laura J. covazzo Deputy Permit Administrator cc: Samuels & Steelman Architect BMHP File ►votta Department of Environmental Conservation C FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 26, 2018 TO: Tom Samuels (Mirro) 25235 Main Road Cutchogue,NY 11935 Please take notice that your application dated February 26, 2018: For permit to demolish existing dwelling and construct new single-family dwelling at: Location of property: 2455 Nassau Point Road, Cutcho ug e,NY County Tax Map No. 1000 - Section 104 Block 13 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling, on this conforming 55,672 sq. ft. lot with two front yards in the Residential R-40 District, is not permitted pursuant to the Bulk Schedule, which requires a 50' front yard setback. The survey notes a front yard setback of 30 feet. Authorized ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 3, 2019 TO: Tom Samuels (Mirro) 25235 Main Road Cutchogue, NY 11935 Please take notice that your amended plans last dated July 2, 2019 (in conjunction with BP#43650 to demolish an accessory garage): For permit for: an existing; accessory garage at: Location of property: 2455 Nassau Point Road, Cutchogue,NY County Tax Map No. 1000- Section 104 Block 13 Lot 6 Is returned herewith and disapproved on the following grounds: The existing construction, on this nonconforming 55,672 sq. ft. lot in the Residential R- 40 District is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The new dwelling results in the existing accessory garageg located in the side yard. Authorized Si 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. BOARD MEMBERS Southold Town Hall OF S�(/ 53095 Main Road-P.O.Box 1179 /Leslie Kanes Weisman,Chairperson �y Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes N Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue), Nicholas PlanamentoOI�•100(1 ,�`C.`- Southold,NY 11971 http://southoldtownny.gov D ,ZONING BOARD OF APPEALS TOWN OF SOUTHOLD - -JUL- 2-6 2010 Tel.(631) 765-1809-Fax(631)765-9064 RECEIVED BUE.DING DEFT. `{&L2 q:1a]moi INGS,DELIBERATIONS AND DETERMINATION 20118 MEETING OF JULY 19,2018 t.G ZBA File: 7171 uthold Town Clerk NAME OF APPLICANT: Justin and Elizabeth Mirro PROPERTY LOCATION: 2455 Nassau Point Road, Cutchogue,NY SCTM# 1000-104-13-6 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 March 26, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 19, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and, therefore is INCONSISTENT with the LWRP. The LWRP coordinator based the inconsistent recommendation on the location of the proposed structures in the VE and AO flood zones. However, the applicant must build FEMA compliant structures which are code conforming in the VE and AO flood zones. Further, the applicant's variance request is for a front yard setback. The applicant's proposed setback from the environmentally sensitive areas is code conforming. Therefore, and with the conditions imposed herein to protect water quality, the Board finds that the application is CONSISTENT with the LWRP. SOUTHOLD TOWN BOARD OF TRUSTEES: The Town Board of Trustees, in a letter dated April 13,2018 after reviewing site plan dated January 16, 2018 prepared by Thomas Samuels, R.A., recommends the construction of a 15 foot non-turf buffer running parallel to and landward of the existing wooden border in order to better protect the Environment. In addition, the Trustees recommends that the pool house, stone terrace on grade and the deck sitting area all be relocated 20 feet landward from their respective positions. In response, the applicant submitted an amended site plan prepared by Thomas Samuels, R.A., dated May 28, 2018 (revision date of May 22, 2018) depicting the proposed deck and proposed pool house shifted approximately 13 feet landward from their respective positions. PROPERTY FACTS/DESCRIPTION: The parcel is a conforming 55,772 square foot water front lot located in an R-40 Zoning District. The parcel has 174.38 feet of bulkhead frontage on Little Peconic Bay (Hog Neck Bay). The parcel runs 175 feet along Nassau Point Road, 305.76 feet on the South side which is a "foot path to beach" i1 r Page 2,July 19,2018 #7171,Mirre SCTIVI No. 1000-104-13-6 and 333.84 feet on the North side. The parcel is improved with a one story frame dwelling, a concrete wall, and a wood bulkhead. All is shown on a survey by Harald F. Tranchon, LLS, dated January 16, 2017 and site plan by Samuels and Steelman, Architects, dated May 28, 2018. BASIS OF APPLICATION: Request for Variance(s) from Sections 280-18 and the Building Inspector's February 26, 2018 Notice of Disapproval based on an application for a building permit to demolish and construct a new single family dwelling; at 1) less than code required minimum front yard setback of 50 feet at 2455 Nassau Point Road, (adj.to Hog Neck Bay/Little Peconic Bay)Cutchogue,NY 11935 RELIEF REQUESTED: The applicant requests a variance to build a new residence with a front yard setback of 30 feet where code requires a minimum 50 foot front yard setback. ADDITIONAL INFORMATION: Several neighbors attended the hearing and spoke in favor of the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5, 2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family waterfront homes. The prosed dwelling is in keeping with the style and size of other homes along Nassau Point Road The applicant's proposed home also has a code conforming front yard, side yard, and rear yard. The requested front yard variance is not from the Nassau Point Road frontage, but rather from a foot path on the South side of the applicant's property line that provides beach access but also creates a second front yard. 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant could build a structure with a code conforming setback. However, the variance relief requested is relief from the setback to a foot path and not a heavily trafficked road. The applicant has two front yards and the proposed non-conforming setback is for the architectural side yard. The applicant's proposed dwelling does meet the side yard setbacks. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 40%relief from the code. However, the non-conforming setback is still a significant distance from a lightly trafficked foot path providing access to the beach. In addition,the applicant is burdened by having two front yards. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, and the conditions imposed herein will help to protect future water quality 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,July 19,2018 #7171,Mirrp SCTM No. 1000-104-13-6 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Acampora, and duly carried,to GRANT the variance as applied for, and shown on the site plan prepared by Thomas Samuels R.A., of Samuels and Steelman, Architect, dated May 28, 2018,with a last revision date of May 22, 2018, labeled as pages 1,2, &3. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The applicant must receive approval and required permits from the Southold Town Board of Trustees. 2) The applicant shall not encroach upon the footpath, located adjacent to the southerly property line, with fencing or landscape vegetation. 3) The applicant shall design and install an alternative waste water treatment system as approved by the Suffolk County Department of Health. 4) Swimming Pool mechanicals shall be placed in a sound deadening enclosure. 5) Drywell for swimming pool de-watering shall be installed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Acampora,Planamento and Lehnert. This Resolution was duly adopted (4-0). (Member Dantes was absent) f, /4z�4A 4bi— 0 kjm� Leslie Kanes Weism n Chairperson Approved for filing 7 / 43 /2018 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �O��oF $oUTyOlO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 'Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank 'Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��y10ourm N Southold,NY11971 http://southoldtowmy.gov D ZONING BOARD OF APPEALS TOWN OF SO-U-T-HOLI) 15 1/ D -- - ----- - -- -- - - - - - AUG-- -� 2018 - ----- Tel.(631)765-1809•Fax(631) 765-9064 August 7, 2018 BUILDING DEPT. TOWN OF SOUTBOLD Patricia C. Moore Attorney at Law 51020 Main Road Southold,NY 11971 RE: Request for De Minimus Determination Appeal No. 7171,Mirro 2455 Nassau Point Road SCTM No. 1000-104-13-6 Dear Mrs.Moore; I am in receipt of your correspondence, dated July 31, 2018,requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter, you request a de minimus approval to "flip the house plan, as a mirror image reversal of the original plan" as shown on submitted architectural site plans last revised July 23, 2018. You describe this plan-as providing_occupants with adequate privacy while relocating the living area of the house away from the pedestrian beach access right of way. Furthermore,the amended plan will still maintain the 30 ft. setback from the front yard (right of way) as granted in the above referenced determination. Based upon the information provided and shown on the aforementioned architectural site plan(Sheet No. 1), last revised July 23, 2018, and prepared by Thomas Samuels, R.A., I have determined your request is de minimus in nature because the proposed configuration of the dwelling does not increase the degree of non- conformity. Furthermore,this decision upholds the intent of ZBA Appeal No. 7171. Please be advised that the conditions set forth in Appeal No. 7171 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. S' ce ely, W ,' es ie, nes Weis an Chairperson cc: Michael Verity, Chief Building Inspector APPLICATION w e• PACE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION 'Phis form is to be filled out in duplicate. SECTION 1• GENERAL PROVISTON APPLICANT to read and si 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein_ 3_ If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compl'iancc is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to vcrify compliance. 8. i,THE APPLICANT. ARE, O THE BEST O MYY THAT ALL MENTS HEREIN KNOWLEDGE,TRUE AND ACCIN URATE TO THIS APPLICA E, (APPLICANT'S Sfe, ATURE) ] u CtA DATE-4"!,— SECTION ATESECTi N 2: PROPOSED DA-LOPMENT b be completed by APPLICAN NAME ADDRESS TELEPH NE APPLICANT ° list 6(�` w l 616°3 ( list$1 M BUILDER , R TECT LOCATION: • To avoid delay in processing the applic2600, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban non showing he distance to the nearest intersecting road or well-known landmark- A sketch attached to this app the project location would be helpful. ri li�k `� FDP(s3) APPLICATION PAGE 2 OF 4 ---- l DESCRIPTION OF WORK (Check all appbcablc boxes) A STRUCTURAL DEVELOPMENT /ACTIVITY STRUCTURE TYPE New Structure VResidentiai (I-4 Family) ❑ Addition ❑ Rcsidcntia3 (More than 4 Fami3y) ❑ Alteration ❑ Non-residential (Flood proofing" ❑ yes) ❑ Relocation ❑ Combined Use (Residential & Commeraa3) f/Demolition ❑ Manufactured (Mobile) Homc (In Manu- 0 Replacement factured Homc Park? ❑ Yes) ESTIMATED COST OF PROJECT 5 B. OTHER DEVELOPMENT ACTIVITIES- O Fill ❑ Mining ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Wort:) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) Vindividual Water or Se+ r Sys;cm ❑ Other (Please SpcctTy) t After completing-SECTION 2, APPLICANT• should submit form to Local Administrator for review. ECTiON 3: DPLAIN DE'T'ERMINATION ADMINISTRATOR) o be cum leied by LOCAL The proposed development is located on FIRM Panel Dated The Proposed Development: ❑Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the application at REQUIRED) review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT O Is I=ted in a Spedal Flood Hazard Area. FIRM zone designation is Ft. NGVD (MSL) 100-Year flood elevation at the site is: ❑ Unavailable ❑ The proposed development is located in a floodway FBFM Pancl No. Dated ❑ See Section 4 for additional instructions DATE SIGNED TOWN OF SOUTHOLD ` �- CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (0"'NER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. f 4A PERMIT DATE OWNERS NAME AND ADD SS: ECK ONE: r # V NEW BUILDING 6-Ir v Q ❑ EXISTING BUILDING otA`bt!� f�,� �(�_ � ❑ VACA.N'T LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A.. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) APPLICATION W PAGE 3 OF a SECTION 4• ADDITIQNAL INFORMATION REQUIRED (To he completed by LOCAL.ADMINISTRATOR) The apphcant must submit the documents checked below before the application can be processed Il A site plan sbowmg the location of all casting structures, water bodies, adjacent roads, lo[ dimensions and proposed development. O Development plans, drawn to scale, and specifications,including wbere applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the First floor,details of floodproofuag of utihtics located below the First floor and details of enclosures below the first floor. Also 0 Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 arses, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NG VD (MSL). O Floodproofmg protection level (non-residential only) Ft.'NGVD (MSL). For �. floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Cer ificatio from a repstered engineer that the proposed activity in a regulatory floodway will no[ result in any increase in the height of the loo-year flood. A copy of all data and calculations supporting this Finding must also be submitted_ O Other: SECTION, 5: PERMIT DEIERMINATI N e coin feted L AL ADMINI KAT R I have determined that the proposed activity. A.13 Is B.❑ Is not • in conformance with provisions of Local Law # , 19 T&c permit is issued subject to the conditions attached to and made part of this pelma. SIGNED , DATE I_f BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. p p [leant may If BOX B is checked, the Local Administrator will provide a written summ of deficiencies. A P revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals • APPLICATION a __ PAGE 4OFI APPEALS Appealed to Board.of Appeals? ❑ Ycs ❑ No Hcartng date- Appcals Board Decision --- Approved' ❑ Ycs ❑ No Coaditioos SECTION G AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures_ This section must be completed by a registered professional engince,r or a licensed land surveyor (or attach a certification to this application) Complete 1 or 2 below. I. Actual (As-Built) Elevation of the top of the,lowest floor, including basemept(in Coastal High Hazard Areas, bottom of lowest structural member of the, lowest floor, excluding piling and columns) is: FT. NGVD (MSL). ?. Actual (As-Buil() Elevation of floodproofing protection is FT. NGVD (MSL). <si NOTE: Any work performed prior to submittal of the above information is a( the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRAT R The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPtC 71ONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES 0 NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION ERTIFi ATE OF MPLIAN E e completed AL ADMTNTqTRATOR Certificate of Compliance issued: DATE BY: 1 M Scott A. Mussell 05111FQ/r1:6 STORMWA\T]E]k SUPERVISOR - MANA(Gi]EN1C]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 O 1 * Town of So u th o l d Y� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAR 01 REC'9 ( TO BE COMPLETED BY THE APPLICANT ) I OES THIS PROJECT INVOLVE ANY OF THE FOIMWING: � Yes No (CHECK ALL THAT APPLY) i ®❑ A. Clearing, grubbing, grading or stripping of land which affects more ithan 5,000 square feet of ground surface. ®❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 0❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑El E. Site preparation within the one-hundred-year f loodplain 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,ContraOther)ctor. i) S.C.T.M. #: 1000 Date District 1 NAME Tom Samuels " 104 13'- 6 41119 mw i Section Block Lot FOR BUILDING DLPAR-I'MEN 1' USE ONLY***x 631 734 6405 Contact htformahon iiTekc+wr�umeuI i �t I iI it Reviewed By: -�k '�) q i — — — — — — — — — — — — — — — — _1 Date: Property �—� �—� I — — i Property Address/ Location of Construction Work: I; — — — — — — — — — — — 2455 Nassau Point Road Approved for processing Building Permit. _ 0 tormwater Management Control Plan Not Required. �Cutchogue, NY 11935 i Stormwater Management Contiol Plan is Required (Forward to Engineering Department for Review.) i i' I FORM ` SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design Professional,Agee Contradn=,o<he.) 104 13 6 Stormwater Management Control Plan CHECK LIST NAME- Tom Samuels Bectron Block Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. Pi-NN Date: � � * The applicant must provide a Complete Explanation and/or Reason for not pioviding tUfe 7346405 2/8/19 of y all Information that has been Requited by the following Checkhsti 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 Herel show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries X = b. Total Site Acreage. X O0 c. Existing -Natural&Man Made Features within 500 L.F. X ROLS of the Site Boundary as required by §236-17(C)(2) d. Test Hole Data Indicating Soil Chaiaclenstics&Depth to Ground Watei. X 0� Shall include e. Limits of Clearing & Area of Proposed Land Disturbance x A well maintained f. Existing& Proposed Contours of the Site (Mmrmum z Inteieab) ®0 stabilizatiOR R'. Wire Backed Sit encin , g. Location of all existing& proposed structures, roads, =X Sppding of exposed and/or Ina r-tivit SO driveways,sidewalks, drainage improvements& utilities. X h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. Ox 0 j. Location of proposed Soil Stockpile Area(s). ®00 k Location of proposed Construction Entrance/Staging Area(s). X INSPECTIONS/ARE REQUIRED 1. Location of proposed concrete washout area(s). X �� Contact TOS Engineering a M. Location of all proposed erosion&sediment control measures. Backfill, OR Provide 2. Stoi mwater Management Control Plan must include Calculations showing that the drainage has been installed to Code. that the stoim"ater improvements are sized to capture•store,and Infiltrate on-site the run-off from all Impervious surfaces generated by a two(2")inch 000 rainfall/storm event. 3. Detalb&Sectional Drawings for stormwaler practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. X b. Construction Entrance& Site Access, existing site entry drivew, c• Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00� d. Leaching Structures (c g.infiltration basins,swales,etc.) x not required **** FOR ENGINEERI DEPAR E ONLY **** Additional Inforriaation is Required. j Reviewed & ® Stormwater ManagementzCgnt,,-o1'Plan-istlot Complete. l Approved By: — — — — — — — — — — — —r- ,-� - - .K - Stormwatdr Management Control Plan is Complete. Date: y _ I SMCP has been approved by the Engineering Department. �` FORM " SWCP Check List-TOS MAY 2014 SCOTT A. RUSSELL o�a �oG� JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. _ GO TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 v� � Tel. (631)-765-1560 Oar, Fax. (631)-765-9015 MICHAEL.COLL1NSnTOWN SOUTHOLD NY US "7�1 Jog JAMIE RICHTER cni TOWN SOUTHOLD NY US d ' OFFICE OF THE ENGINEER TOWN OF SOUTHOLD � I October 17, 2018 Michael Domino - President Southold Town Board of Trustees 53095 Main Road Southold, New York 11971 Re: Justin & Elizabeth Mirro Site Plan Review 2455 Nassau Point Road, Cutchogue, NY SCTM #: 1000-104-13-06 Dear Mr. Domino: As per a request from your office I have reviewed the site plan prepared by the office of Samuels & Steelman dated 8/16/18. All of the proposed stormwater and drainage controls shown or indicated on the plan meet or exceed the minimum requirements of Chapter 236 for Stormwater Management. If you have any questions concerning this matter, please contact my office. j a ely, mes A. Richter, R.A ormwater Manager, aAMA&iiiiiiiiiiiiiiiiiiiiAMiiiiiASiiiim,i- - - BUILDING DEPARTMENT Electrical Inspector C, a TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX (631)765-9502 Temporary Certificate # Date 2019 Customer Name Cf,%RU 114( fZ Electrician Name Address L 5 NfU5414 'Z- 4-'V- Phone e-mail ec4 I&A P�T5a 7 e-mail Phone License# Size A Phase _ Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H "PJ 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 veritic ion is valid for 9 a date above. Authorized by guFFO(,��oG� BUILDING DEPARTMENT-Electrical Inspector C, TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # Date Jl*3 2020 Customer Name -6l 4f hfj0ZfZ4D Electrician Name C1Z_e1lr L Address <-< r ev, Phone ;/- SV $' e-mail a-mailr4it,;� A ,16 �b Phone A License# g gj 6 Size A Phase161 Overhead Underground �! #of Meters Remar s � ��,/ #of Underground Lateralsl 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 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' alid for 90 da s from he da Authorized by � 11ff0��-co 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 roger.richert _town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED-BY: G-an,4 S�Z Date: Company Name: 'S �-� z (_L C. Name: License No.: email: � �� V, c© Address: � 94 AMH4c 10 -)-- Phone No.: JOB SITE INFORMATION: (All Information Required) Name: �S-hMi C-(-c> Address: PIL4 5 tG NaSS61-L, &-1 C. crtuboku Cross Street: Van � Phone No.. Bldg.Permit#: 1p -F3(0511 email: Tax Map District: 1000 Section. JQ± Block: 1 Lot: BRIEF DESCRIPTION OF WORK(Please 2Printf leaq) �� ne�� G,�„�/� UYN CirCle-AU That ApPt-r Deo l 60a&A-4� Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On ' a �(j (�n,.AWO Temp Information: (AII information required) Service Size 1 Ph 3 Ph Size: ,JQp A #Meters ' Old Meter# w Servi - Fire Reconnect- Flood.Reconnect-Service Reconnected n ergro - Overhead Underground Laterals 1 2 H rame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Qac ``1 82-Request for Inspedon Formals b11FFOL ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 �y�• �� st*T- Southold, New York 11971-0959 "' Dpi 1 phone (631) 765-1802 - FAX (631) 765-9502 lO� roger.riche rt .town.sou thold.n .us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: C P�-- ! Date: 3 Company Name: e 1—L-C I IF Name: G1xry S Af, NF-AV, com License No.: g,31- �" email: Address: Phone No.: L/S JOB SITE INFORMATION: (All-information Required) Name: c ,;r,��r►� i r �o Address: 35 Cross Street: IA44co Phoi ie No.. Bldg.Permit #: 1600 . .4o d,On - 13 ' o o email: o CA) Al rB , Tax Map District: 1000 Section: Block: 0 6 Lot: O Loo BRIEF DESCRIPTION OF WORK(Please Print Clearly) fir,' / ola v A, �.�✓I r e ��J�cC � r-ircle-Alt-That- Apply: Is job ready for inspection?: NO Rough In Final Do you need-a-Temp Certificate?: VPIQ NO Is�6n Temp Information: (All information required) Service Size 3 Ph Size: �A #Meters_� Old Meter# :N=ewServl:c;) Fire Reconnect- Flood Reconnect- Service Reconnected - Underground rhead Po #Underground Laterals 1 2 H Frame le Work done on Service?((r,7 Additional Information: 6 Ori4 -� PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form As \" 'A V - o o� Town Hall AnnexGy $,h x• '° "a, ``_°`; Telephone(631)765-1802 _ Fax(631)765-9502 54375 Main Road P. O. Box 1179 _ ` � 1 � COO Southold, NY 11971-0959 .y.;; ;s' :. .►� E ; TV Ilk -u- LDI-N-- D,EPAF3TNiENT - a, NOTLCE`'OF UTILIZATION OF TRU:SSxYtYP�E:,C;=INSTRUCTION, PRE-EN;GINF�RED 'T€ WOOIJ CONSTRUCTION AtJDj+OR TIMBER CONSTRUCTION;;3' «. Y -f� � #atltj�.+l,'".•-+:'r±,yvJ��t`s/ ., ry'�ax Date:` ;�� y - A'��„',•�?�°x�`+�� t '- Owtj}er> � l ..+,_ ,r�. _�m• dk} h J-" ;?: f -�Y£- - siF'k`;`^�°k�'lj�s'�,t: ^^'�f�ifKi.'.�'>"�°" �'+"��";t��;.t1.+•s,r:, J;,��q:_, t"'t _gz�vk .^?,: •��'� �..F;;�:��r<'+'"�`.�% �m«:v �}, �'-fir -�j�rX'e�'ks�?' ";;z<. �','�' 4a` •=x''': Locafio,i ,of Property: ., , ' •m - :�- $� a.: x.1,2, fy'� "�'�:""r �"''fir e•a� +,.si,y;l�- :':ws .: Please�take notice that this j�pI eck4a, li" +t line): +f:•- :"e ^•'�,•q ✓t,�K:!^-.fa. ,c.-S+i1=a:+^"J•uP x:1 ,'�_ �}' =ter; New commer ral r;ro5ic� tructure° , ;r�;5- . wti ,Addition toy i; t g�comrt ci Qr residential structufi`e .�fig. •�'��.� - F� r;"-�, r«_:2 � a::�' ..'.�u' -s•i2`i �. Mfehabilitati, n;'Uil existtnco mercial or resiclett[ l�,:structu�'�e, y ,' ;'.` Y � ,•`:jj>.,:;'�`:;S9.k "�'?:sa'��' �' ra:, to be.consttucte'�for perforrn`ed at the suhject`�property reference af�ove vitlut�lie (c ,e ap licabl"A" ,): r h k �! � s; J��a, ' Trus_s'" e cQ nstruction (TT) Pre-o'ig rte r-6d, onstruction (P_W)su� vxa,,t1t. ..'z5`•, .�,�.';' it•y'i '`�.?w,-z;r ya," +"�' giM"�m3•" �;,j.`,;1;'i" ` - pTimber constru%�'6n,.jTC,1 ; in the following location(s) (check applic'abfefiiae P; '}.T ' Floor framing, including girders and beams (F) , Roof framing (R)' ` Floor and roof framing (FR) Signature:' Name (person submitting this form): Wt Capacity'(check applicable line): Owner Owner-°representative i/1120151,' TrussReglS-docx Effective ' � PATRICIA C. MOORE ,> Attorney at Law 51020 Main Road O �� Southold,New York 11971 JUL 3 1 2018 Tel:(631)765-4330 Fax:(631)765-4643 July 31, 2018 Zoning Board of Appeals Leslie Kanes Weisman, Chairperson Town Hall Annex 54375 Route 25 Southold, NY 11971 By Hand Re: Justin & Elizabeth Mirro Appeal #7171 Front Yard Setback from paper road (right of way) De minimis Request Dear Ms. Weisman: After spending some time at the property this summer my client realizes that his approved house plan does not provide adequate privacy from the Right of way. The owners would like to locate the living area of the house on the north and the garage on the south, adjacent to the "pedestrian" right of way. His "de minimis" request is to flip the house plan, as a mirror image reversal of, the original plan. The Zoning Board approved the garage on the east side of the property and the owner wishes to flip the house and place the proposed garage along the south side. The right of way, as you recall is a paper "right of way"which only gives others a pedestrian beach access. The original plan had the house and parking area,adjacent to the right of way and the garage adjacent to the northerly neighbor. The approved plan places the house at 30' from the right of way. The proposed design places the garage 30' from the right of way. The revised plan was approved by the neighbor to the south, adjacent to the right of way. Philip M. Palmeri has no objection to the revised (de minimis) plan. His letter is attached. Also attached is your decision. All other conditions of approval will be followed. Thank you for your courtesy. Very tr rs, Encl. P ?C. Moore _ cc: Mr. and Mrs. Mirro SCOTT A. RUSSELL �o� �Gy JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. ti TOWN HALL - 53095 MAIN ROAD %y. r TOWN OF SOUTHOLD,NEW YORK 11971 Tel_ (631)-765—1560 ip ! Fax. (631)-765—9015 MICHAEL.COLLINS(aITOWN SOUTHOLD NY US �4 $0 JAMIE RICHTER@TOWN SOUTHOLD NY.US � 4 y troy OFFICE OF THE ENGINEER TOWN OF SOUTHOLD L October 17, 2018 J Michael Domino - President Southold Town Board of Trustees 53095 Main Road Southold, New York 11971 Re: Justin & Elizabeth Mirro Site Plan Review 2455 Nassau Point Road, Cutchogue, NY SCTM #: 1000-104-13-06 Dear Mr. Domino: As per a request from your office I have reviewed the site plan prepared by the office of Samuels & Steelman dated 8/16/18. All of the proposed stormwater and drainage controls shown or indicated on the plan meet or exceed the minimum requirements of Chapter 236 for Stormwater Management. If you have any questions concerning this matter, please contact my office. Si a ely, J mes A. Richter, R.A tormwater Manager S A M U E L S & S T E E L M A N February 28, 2019, Southold Town Building Department Main Road, Southold, NY 11971 MAR m 1 2019 Re: Mirro Residence and Pool House 2455 Nassau Point Road, Cutchogue Attn: Amanda Per you directions, attached please add the following information to be added to our Building Permits application files. 1. We will deliver to you a disconnect letter from PSE&G for the existing house. There is no natural gas, hence no need for disconnect letter from National Grid. 2. The average existing grade around the footprint of the proposed Residence, taken from six locations, is +5.5 feet. Together with 2+2 feet additional, the base flood elevation for the Residence is +9.5' minimum < +14.0' proposed. At the Pool House, the average existing grade, taken from four perimeter locations is +7.5 feet. Together with the 2+2 feet additional, the base flood elevation for the Pool House is +11.5' minimum < +12.2' proposed. vents, we supply sixteen (16) FEMA compliant, al vents by FLOOD SO - 616, each ains 191 sf. Therefore, the area of total drainage provid s of Crawl Space area. All are located below . 1mum flood plain elevation, and as practicable to the a crawl space, and on adjacent walls as required. See t 40-+t-J slasli"! 4. See attached revised FLOOR PLAN of the Pool House, showing the fireplace and wet bar cabinetry removed. 5. The swimming pool, located in a flood plain, is underpinned with pilings and reinforced concrete grade beams, and is structurally sufficient to withstand flooding and potential erosion. Due to these structural features, it will not become bouyant if surrounded by flood waters. Respectfully submitted, �P 5 c.sq,� Tom Samuels, RA 0 ARCHITECTS 25235 MAIN ROAD N (� CUTCHOGUE,NEW YORK 11935 01835')" (631)734-6405 STERED P�G� FAX(631)734-6407 S A M U E L S & S T E E L M A N March 25, 2019 Southold Town Building Department Main Road, Southold, NY 11971 Re: Mirro Residence and Pool House 2455 Nassau Point Road, Cutchogue Attn: Amanda Per your request, I hereby provide the following certifications for the above referenced project: 1- Eighteen flood vents, each sized for 158.2 sf of area below base flood elevation in the AO Flood Zone, are sufficient to drain the Crawl Space of 2,632 sf, per manufacturer's specifications. 2- Construction within the VE Flood Zone will not break apart, float, nor cause harm to adjacent structures. Constructed features include small portions of reinforced masonry terraces located on reinforced concrete piers and grade beams. 3- New fill brought in as shown, placed on site, compacted and landscaped as shown on SITE PLAN, will not cause harm to adjacent structures during flooding. 4- The proposed foundation is entirely FEMA compliant and will not allow more than 1 foot of hydrostatic pressure at any time. Respectfully submitted, Tom Samuels, RA C("Z MAR 2 5 2019 10s 018350 c`�° TOWN OF SOUMOLD TFRED ARGN� ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 i r r t ; A 11 Me makr M htgs rtmA frtr ou. i April 12,2019 Re:Service Demo . 2455 Nassau Pt Rd, Cutchogue a� D Ace# 964-10-1070-5 15 2019 Notification 900000090079iD APR Dear Customer. TOWN Ov SORB This is to advise you that the LIPA electric facilities at the above referenced location have been removed. You must also contact National Grid at 516-545-4982 to procure,a letter-of demolition associated with natural gas service, whether or not your home or business uses natural gas. In accordance with the New York State General Business law — Chapter 818, Industrial Code Rules 53, please inform the demolition contractor to notify LIPA- TELCO, Utility Control Center at "811 or 1-800-272-4480, 48 hours prior to starting work to request a mark out of the utility services in the area. If you have any questions regarding the above, please contact me at 516-903- 2161 Very truly yours, Christopher Hawks Design Supervisor PSEG-LI Eastern Suffolk u , S A M U E L S & S T E E L M A N November 4, 2020 Southold Town Building Department PO Box 1179 Main Road Southold, NY 11971 Re: Mirro Residence 2455 Nassau Point Road, Cutchogue, NY BP#43650 Residence BP#43651 Swimming Pool BP#43652 Accessory Building Please extend these three permits for six months. The restrictions of the Covid shutdown delayed construction, and we are not quite done with the work covered under these permits. We will be calling for final inspections soon. Thank you, y�311H��b I- O� 9 d- C w w To b& o� -31d1S �t NOV - 6 2020 1 j Bye ,�p��_.�I .�.,i L ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 June 9, 2021 JUN - 9 2021 Southold Town Building Department Main Road r Southold, NY 11971 Re: Mirro Residence 2455 Nassau Point Road, Cutchogue BP#43560, BP#43652 Attached find CERTIFICATIONS for installation of insulation in both the Residence and the Pool House. Also find the ELEVATION CERTIFICATE for the house. -If this completes the file, please prepare the CERTIFICATES OF OCCUPANCY, and let me know when they may be picked up. Thank you, IN Tom Samuels Samuels and Steelman Architects 25235 Blaen Road, Cutchogue, NY 11935 631 734 6405 C', July 2, 2019 JUL ® 2 2019 Southold Town Building Department B "ZING Dk'pf, Main Road TOWN Ov So c Southold, NY 11971 Re: Mirro Residence 2455 Nassau Point Road, Cutchogue B. 04SVee3it- `3 5C Justin Mirro has decided he would like to keep the existing, one story, non-habitable Garage on the property, instead of demolishing it per the Building Permit. Attached also find three (3) copies of stamped SITE PLAN, showing that structure to remain. Please review this application and, if acceptable, issue an Amendment to the permit, and include a set in site inspector's file. Thank you, tMA Tom Samuels S A M U E L S & S T E E L M A N March 23, 2021 Southold Town Building Department �J MAR 2 3 2021 f r Main Road Southold, NY 11971 Y . Re: Mirro Residence 2455 Nassau Point Road, Cutchogue BP#43650 We hereby apply forAMENDMENT to existing permit noted above, per bubbled areas in drawings included. Revised work includes the following: 1. New hallway connecting second floor bedroom area with Recreation Room located over Garage. As result, PLAN of Bella's Room was revised, as was Bath en-suite with Alexandra's Room. 2. Back/Attic stair was shifted slightly, affecting location of door to Alexandra's Room. 3. Recess created in Recreation Room, for extra space at video area. 4. Addition of two bunk beds in Recreation Room. Please note that original approval from the SCDHS (stamped copy in your file) shows sanitary system was designed and approved for seven (7) Bedrooms and Pool House. Please review the enclosed and get back to me with any questions. If application is deemed complete, please prepare an AMENDMENT to BUILDING PERMIT, and contact my office with a total fee for same. Final inspection has been scheduled for this project. Please include a copy of drawing in file for Inspector. Thank you, %W�0� . Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 i'1 EScheck Software Version 4.6.4 Compliance Certificate Project Mirro Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 6,301 f#2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2455 NASSAU POINT ROAD JUSTIN &ELIZABETH MIRRO Tam Samuels Cutchogue, NY 11935 3 GREENACRE COURT Samuela and Steelman Architects KENSINGTON, NY 11021 25235 Main Road Cutchogue, NY 11935 631-734-6405 ' . Compliance: 24.0%Better Than Code Maximum UA: 1227 Your UA: 932 Maximum SHGC: 0.40 Your SHGC: 0.32 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 Assembly Gross Area Cavity Cont. Floor 1 First Floor floor:All-Wood Joist/Truss:Over Unconditioned Space 3,220 22.0 7.0 0.032 1Q3 Floor Second floor Rec Room floor:All-Wood joistfTruss:Over Unconditioned 764 22.0 7.0 0.032 24 Space Floor 3:All-Wood Joist/Truss:Over Outside Air 76 22.0 7.0 0.032 2 Ceiling 1 Second Floor ceiling: Flat Ceiling or Scissor Truss 3,133 68.0 7.0 0.019 59 Skylight 1:Wood Frame:Double Pane with Low-E 5 0.450 2 SHGC: 0.2.3 Ceiling 2 Second Fir Rec Room ceiling: Cathedral Ceiling 758 38.0 7.0 0.023 17 Ceiling 3 First Floor ceiling: Flat Ceiling or Scissor Truss 195 30.0 7.0 0,028 5 Wall 1 north elev first floor:Wood Frame, 16" o.c. 416 20.0 7.0 0.040 13 Window 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 1 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 1 copy 2:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 1 copy 3:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.33 Window 1 copy 4:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Project Title: Mirre Residence Report date: 01/39119 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mirro\Energy Page 1 of 5 Calculation.rck S Assembly Gross Area Cavity Cdont. Wall 2 north elev first floor:Wood Frame, 16" o.c. 89 20.0 7.0 0.040 4 Wall 3 south elev first floor:Wood Frame, 16" o.c. 22 20.0 7.0 0.040 1 Wall 4 north elev first floor-Wood Frame 16" ox. 182 20.0 7.0 0.040 6 Window 6:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 6 copy 1:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Door 1: Solid 21 0.370 8 Wall 5 north elev second floor:Wood Frame,16" o.c. 382 20.0 7.0 0.040 13 Window 8:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 8 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 8 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wail 6 north elev second floor:Wood Frame, 16"o.c. 113 20.0 7.0 0.040 2 Window 11:Wood Frame:Double Pane with Low-E- 11 0.300 3 SHGC: 0.33 Window 12:Wood Frame:Double Pane with Low-E 21 0.300 6 SHGC: 0.33 Window 13:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 13 copy 1:�Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Wall 7 north elev second floor:Wood Frame, 16" o.c. 151 20.0 7.0 0.040 5 Window 15:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 15 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Wall 8 north elev second floor:Wood Frame,16" o.c. 385 20.0 7.0 0.040 14 Window 17:Wood Frame:Double Pane with Low-E - 13 0.300 4 SHGC: 0.33 Window 17 copy 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.33 Window 19:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Wall 9 east elev first floor:Wood Frame, 16" o.c. 1,014 20.0 7.0 0.040 25 Window 20:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 20 copy 1: Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 22:Wood Frame:Double Pane with Low-E 25 0.300 8 SHGC: 0.33 Window 23: Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 24:Wood Frame:Double Pane with Low-E 22 0.300 7 SHGC: 0.33 Window 24 copy 1:Wood Frame:Double Pane with Low-E 22 0.300 7 SHGC: 0.33 Window 26:Wood Frame:Double Pane with Low-E 28 0.300 8 SHGC: 0.33 Door 2: Glass 95 0.300 29 SHGC: 0.27 Project Title: Mirro Residence Report date: 01/30/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mirro\Energy Page 2 of 5 C;alculatinn rck 4 Gross Area AssemblyCavity Cont. or U-Factor UA Door 2 copy 1: Glass 95 0.300 29 SHGC: 0.27 Door 4: Glass 79 0.300 24 SHGC: 0.27 Wall 10 east elev second floor:Wood Frame, 16" o.c. 930 20.0 7.0 0.040 26 Window 27: Wood Frame-Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 27 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 27 copy 2:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 27 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 27 copy 1:Wood Frame:Double Pane with Low-E 16 0.300, 5 SHGC: 0.33 Window 27 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 33:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.33 Window 34:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 34 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 36:Wood Frame:Double Pane with Low-E 32 0.300 10 SHGC: 0.33 Window 37:Wood Frame:Double Pane with Low-E 16 0.306 5 SHGC: 0.33 Window 37 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Door 5: Glass 79 0.300 24 SHGC: 0.27 Wall 11 west elev first floor:Wood Frame, 16" o.c. 1,014 20.0 7.0 0.040 34 Window 39:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 39 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 39 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 42:Wood Frame:Double Pane with Low-E 21 0.300 6 SHGC: 0.33 Window 42 copy 1:Wood Frame:Double Pane with Low-E 21 0.300 6 SHGC: 0.33 Window 44:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 44 copy 1: Wood Frame:Double Pane with Low-E 11 0.300 3 ' SHGC: 0.33 Window 44 copy 2:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Door 6: Solid 28 0.370 10 Door 7: Solid 20 0.370 7 Wall 12 west elev second floor:Wood Frame, 16" o.c. 930 20.0 7.0 0.040 29 Window 47:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 47 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Project Title: Mirro Residence Report date: 01/30/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mirro\Energy Page 3 of 5 Calculation.rck_ Gross Area Cavity Cont. Perimeter Window 49:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 50:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 51:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 51 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 53:Wood Frame:Double Pane with Low-E 30 0.300 9 SHGC: 0.33 Window 54:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 54 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 56:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 57:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.33 Window 57 copy 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.33 Window 59:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Wall 13 west elev second floor:Wood Frame, 16" o.c. 50 20.0 7.0 0.040 2 Window 60:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Wall 14-south elev first floor:Wood Frame, 16" o.c. 438 20.0 7.0 0.040 16 Window 61:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 62:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 62 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 15 south elev first floor: Wood Frame,16" o.c. 81 20.0 7.0 0.040 2 Window 64:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 64 copy 1:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Wall 16 south elev first floor: Wood Frame, 16" o.c. 81 20.0 7.0 0.040 2 Window 66:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 66 copy 1:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Wall 17 south elev second floor:Wood Frame, 16" o.c. 492 20.0 7.0 0.040 18 Window 68:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 68 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 68 copy 2:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Wall 18 south elev second floor:Wood Frame, 16" o.c. 44 20.0 7.0 0.040 2 Wall 19 south elev second floor:Wood Frame,16" o.c. 44 20.0 7.0 0.040 2 Wall 20 south elev first floor:Wood Frame, 16" o.c. 259 20.0 7.0 0.040 10 Window 71:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Project Title: Mirro Residence Report date: 01/30/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mirro\Energy Page 4 of 5 Calculation.rck Gross Area Cavity Cont. Assembly or U-Factor UA 1P ee -Value R-Valu Door 8: Solid 4 0.370 1 Wall 21:Wood Frame, 16" o.c. 454 20.0 7.0 0.040 16 Window 72:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 72 copy 1:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 72 copy 2:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 72 copy 3:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 72 copy 4:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 72 copy 5:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0:33 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 71iomil 0. a A -71 Name-Title Sig ature Dat Project Title: Mirro Residence Report date: 01/30/19 Data filename: 1\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Mirro\Energy Page 5 of 5 Calculation.rck LOT ARrA 55,672 SQ.FT. 1.278 ACRES "OG NECK 13AYCLITTLE PECONIC 13AY S 05-56 '49 " E 27 I l 74. 3B 2 3.0 existing grade typical 1wd landing & steps 2 7.5 3.0 wd bulkhead 2.8 2.5 7.5 fo 2 ,3'N fc \j gravel 7.2 -1 6.99 A\ gravel fd mon 70 wd'-'Wall 41.5' o gravel r 3.4 wd X deck 6 __j . ( fc 0,6'S" C/e T8.4' W) "IV 6 _ `�� f� \ o wd steps C: X C� shower 00 'q- masony walk Q0 V) CC) — 4 — n X 00 T) X c e 23 6— 25.2' > t1r) (N fc 6.O'N i1ji q) © c/e I 26.2' 0 ) m.h. Ld manhole o V) X Lu 11W m nhole -z: 0 ' / J 61 4 —V ,_ / x 0 _j q) X fd pipeI �� \ ' O i _j 17.72- � � I \ X t?� • pole .s fc 2.5'N - J jZ� 1713' X 00 �,0 lb C) CN 1 \\ - _ I �� 0 0 \ - 00 X T 0fc 5.O'N pole �b co wa fd mon it pave rnent edge Of Pave ent ' )0 N 15. 1 OC "W ROAD DATUM fIAVD 19FR NASSAU nw OMM (OR MT141"Y"S) SPS N WT*T" form ntr smicrupf's TO P* F4'?,)K-" UK% ARF ron A srcc Pur—GE ANI) WF AND Y14FPnMF AFF NOT FILE No. NASSAU POINT CLUO ltr"OM TO OVIDE T11r M-MM OF M4M. PITA!41,r WqLl,�, PYA,F� Wwr�, jOn No. 1r)--311 PPOPMTIFS INC. I'LMMS A?RrA.';, KIM") TO PMNWI, OR ANy o7v", C0)47RLJCMM WWMrAx7ED AMPADON OR AD"WiN TO TM SLP+rr ISA VkNATKW OF SF,-nnP4 'Iff-W-YED FOR THF ESTATE O_ P09M.T WACKM 7209 OF THI_ HEW YORv StATF fNX,ATPN LAW LOT 7 DIT i-!nPTfIM_ Y rF> (. FEF-T " � F MIARAW M- INMATM HFI" STKt KM OWY To TVfr ffp-�OH rep IA+,YM pq MAP OF NAI_,SX' F'O!'N-f CLUB I'rOr'WTIf_S, INC. SECTION A SIW%TY L'PIRMAPM, M#0 On Ht, fWNAjU To THF rii-F Cowjk. MTF N MY. N%"T ACO-NCY AM Lf_NONG urs^Ttrr1ON U1777) HMM4, AW) ro T14F A ^Na1rf S of, n4r SIMATH) AT NASSAU POINT "TxW, IN-MIP" 4MAARANUTS AM W)T 7"kWMAM_F 7D AMrry>"_ pp,�nnMtp� OTHDLI), SUF1_0LK COUNTY, N.Y. MENt C""I-1. TOWN Of SO OR SU14 COP" OF MS S1"Y MAP W)T WAMr TW W30 SURWAV'S )WrD 9rM-on SCA LF- 1" --- 20, DATE 1-16-2017 FMVK)�, T) SEAL%iALL MOT PF"r-TTM To K A YAM MAE COPY. Fit-ED !`,h. 74'j DATE 10-4-1919 Cf-PTIFIED ONLY TO: TAX KW' 1 00,r)--104--13-6y DISK 2016 D F. TRANCHON JR. P.C. LAND SURVEYOR P.O. PDX 616 TAI)!'�r) FIVER-MANOR RD. WADING RIVER, 7"1. NE-W YORK, 11792 N.Y. f 1C. No. 0411992 WkROLD F. TRANCHON JR. PENN. LIC. No. 2115"-[ PROPOSED NEW SEPTIC, SYSTEM FOR _ `m nn IAC 1/2 8 BEDROOM RESIDENCE AND POOL HOUSE '1 1 - 2000 GAL SEPTIC TANK (5T) L O LG O Ld - CLEANOUT _ 10 - -- 8 IC - ((o) 8.5 FT x 4.15 FT x 4 FT LEACHING XP:wf LG O L& Ld GALLEY (LG) - (5) 5.5 FT x 4.75 FT x 4 FT FUTURE 1 min / EXPANSION (EXPG) LEACHING GALLEY 1 / FLOOD ZONE LINE I FRO EXISTING STONE WALL TO BE REMOVED � I I \ NEW STONE WALL CD W N/0/F Goldman Shannon v McKeand Deborah EXI5TINC7--<— co 65 Nassau TREE TO 3 I PRLPANE TAN 2 0 N Point Rd, ,y,� Cutchogue, NY 11935 REMAIN � I o U ERGROUND 2650 Nassau Point Rd 1000-104-12-15 I DWELLING WITH PUBLIC WATER PROPOSED SILT S 80'42'00"W FENCE DURING � CONSTRUCTION \ PRO 05ED NEW TIMBER CL DRAINAGE INSPECTIONS ARE REQUIRE - \ Contact TOS Engineering at 765-1560 b fc�-r�e N/0/F Backfill, OR Provide Engineer's Certifica on Monaghan Kenneth 90 Fifth St, that the drainage has been installed to C de. Garden City, NY 11530-4410 2750 Nassau Point Rd EROSION&SEDIMENT CONTROLS 1000-104-12-16 Shall include but not be limited to: DWELLING WITH PUBLIC WATER A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils..-- APPROVAL OF STORMWATER MANAGEMENT \ D ONTROL LA -To ode CFi 6 ate• 4�1 \ Approved b \ WIRE FENCE W/ FILTER CLOTH FILTER CLOTH MIN. 6" SURF CE DRAIBELOW GRADE E F SCALE_ # TEMPORARY STORM WATER RUNOFF CONTROL MEASURE " ( EROSION SEDIMENT CONTROL DETAILS i &NO SCALE REVISION: II/201/I5 PER TRUSTEES RESIDENCE FIRST FLR EL +14.0 LOT COVERAGE TABLE I/2/Iq PER SGDHS GARAGE FLR ELEV +12.0 TEST HOLE CRAWL SPACE ELEV +6.0 SITE AREA TOTAL: 55,672 s f AT POOL HOUSE ALARM PANEL W/ ELECTRIC LINE TO PUMP NO SCALE SITV= D A FF EL +12.2 PUMP STATION IN CRAWL SPACE OF RESIDENCE - SCTM # 1000-104-13-06 in BY MARK McDONALD GEOSCIENCE GRADE EL +12.1 UPLAND 51TE AREA 52 204 5f z GRADE LINE ADDRESS 2455CUTNA CUE, NY INT ROAD O GRADE EL +II. GRADE LINE SOUTHOLD, NEW YORK 11971 X w ELEVATION +II.B GRADE LINE O GLEAN OUT CLEANOUT ELEVATION ELEVATION AREA CALCULATIONS FOR UPLAND SITE AREA TEST HOLE DATA 11/8/17 ELEV. + 6.0 I' MIN. 2' MAX. +10.6 STRUCTURES EXISTING PERCENTAGE PROPOSED PER E A(SE 1.0 FT. DARK BROWN LOAM OL OWNER: JUSTIN & ELIZABETH MIRRO OL 3 GREENACRE COURT 1/4"/FT. MIN PUMP 1/4"/FT MIN HOUSE: 2,282 sf 4.37% 4,227 sf O% 4.9 FT. BROWN CLAYEY SAND SC KENSINGTON, NY 11021 WATER IN SITE: 55,672 sf = 1.278 ac STATION 18"/FT MIN TOP O POO +5.1 ACC STRUG: 527 sf I.O% 748 sf 1.43% o 4 Clio 5DR-55 4" dla 5DR-35 SEPTIC septic 4 i EAGHIN o ZONING: R-40 (GRAVITY FEED) (G viTY FEED) TANK SLUR-35 GALLEY PORCHES: O sf O% 1,5-17 sf 2.64/o 8.0 FT. BROWN CLAYEY SAND SC IE. +01.56 BOT OF POOL +4.1 IE. +11.1 IE. +7.86 DECKS: C111 sf 1.74% O sf 0% - SURVEYOR: Harold F. Tranchon, Jr., PC IE. +10.4 IE. +8.36 IE. +7.77 GROUND WATER +I.I ° 152 sf 2.°f2% a 17 FT. PALE BROWN FINE SAND SP P.O. Box 616 50MAX q POOL: O sf 0% Wading River, NY 11792 5' MIN TOTAL: 5,120 sf 7.11% -7,5-75 f 15.0% a COMMENTS: WATER ENCOUNTERED 4.9' Z 54' 75' bo' c 631 929 4695 BELOW SURFACE, ELEV 1.1' LICENSE #048992 W Q DATED 01/16/17 SEPTIC PROFILE 2 sty fr dwelling a 8-8-2017 TOPOGRAPHICAL (N.T.S.) N/0/F DATUM NAVD 1988 O Rathgeber K A Irry OPRT O _s aR�ig-eber-Z`�ITry QPRT----- PROPOSED PG WATER LINE ERGROUND U 111 Cherry Valley Ave #507, Garden City, NY 11530 \� PROPOSED NEW UNDERGROUND LINE IN BETWEEN NEIGHBORING / 2325 Nassau Point Rd PROPO5E��lFW GENERATOR ELECTRIC UTILITY LINE BUILDING STRUCTURES 1000-104-13-;� LOCATION OF EXISTING SANITARY SYSTE TO BE ki LOC 0% T1 Ao" M As' (� / DWELLING WITH PUBLIC WATER FLOOD ZONE ABANDONED - FILLED IN OR REMOVED REQUIRED EXISTING EXISTING GARAG STRUCTURE EXISTING TREE TO REMAIN NEW STONE EXISTING OVERHEAD TREE TO TO BE REMOVEDL\ MC / WALL UTILITY LINES NEW STONE TREE WELL SUf�ROUNDING EXISTING TREE NEW WOOD RETAINING WALL 10 FT RETURN FROM Mud' / ro dwaters.,' REMAIN creek / /. cove EXISTING UTILITY POLE\ PREFAB YARD BASIN (4'x4' W/ MTL WATER SIDE SEE DETAI 3 /. \ GRATE PIPED TO DRYWELL "E„ WATER METER I PROPOSED NEW PROPOSED SILT FENCE / 50' SETBACK LINE F- UNDERGROUND PUBLIC DURING CONSTRUCTION / POOL EQUIPMENT I FROM BULKHEAD 20z N 80'42'00"E / / 2 / �� , ; �s _ WATER LINE 333.84 ACTUAL e ti j/i; ' '';j/ Z AN AN , � � � � EN � �/ � I SED SILT FENCE G 20 - _ 16 /. 2 - I` 10 PSD II' 0 DURING CONSTRUCTION a / x cv ZONE X I; NEW BEACH GRASS IN EXISTING NON-TURF BUFFER °' EXISTING WOOD WALL TO BE REBUILT AND N/0/F Lia)` - - - // tL 1T [I �- 14' +' - - - I INCREASED IN HEIGHT TO ELEVATION +10.0 �� E •/ / 1 Ma uire Carol A Family Trust '- u: �`� I SEE 9 y 'A O - - i=7k - - -- MaguireALKWA SAT H � 6, � °-' STONE' PO Box 1027, 5T0 R �E / GEOTHERMA EIN a OOL / / a L TERI2AGE \ NEW STEPS TO Cutchogue, NY 11935 F I / �� WELL5 TYP I ;< ti T, TERRACE ; S �s g / / 14 �G�ONS UCTI N / ® CDU N SITTING 2500 Nassau Point Rd - - - - LAN : RELOCATED BEACH STAIRS AND LANDING i''% / / / / - Z / / Lam` i / /%r,./��;i%,, i �, %% / j, 1000-104-12-14.1 i - - q GA 7 s O AREAV 48F" �°I.ODD - " X r I 14 3 PROPOSED DWELLING WITH PUBLIC WATER I / STEPS e EXISTI � // � ' F1rR L,EV 12;2" � DRIVEWAY' ENTRY 12 �a G O +10.4 /i//: % //!i TO / � I x��: BULKHEAD '% %!'-�i%�/„�;�;" ��: ;,; /, � /„ Lrn / -To-at REMOVED / \� a , /%, //, /,' -; / � G'� I ;- 34` -+12.1 I 10.0+ I I A�� I Pt/ 12:1 , �' /. ;: ,:/„ %..., EXISTING TREE / FLrO{OD I :: ;//�/;-j ;a/" ;i/ /i:, , ,ii; 'f; i , , / t�` II.B+ 11.8 PrQ i' SE /.-i � /.",' : '% '': / � � ,;�'� `� '�� -C RED'PORCH 50-O PROPOSED POOL HOU ;;, � /, / �,,;, .,/;;; , ,, ,/ N TO REMAIN 16 5 I _�_• I TOB EAD r / _ XL 10. _ / /.. OPOSED NEW ' - +11 A 70'-7" PROPOSED -IX EXISTING 1n T d0 12.1 T RAGE /,� ; j; Z _ _ >T T US / /, 5�P I co,`O H GH WATER E /i/ ,,, ;. - - � �❑❑❑ �o r � MAR d={ TREES i + . . - f 4 1 ; L. C 2.1+ L;�= NASSAU Q 8 10 + Fx 51DNG �; =�' ❑❑ ❑ - I I EXISTING WOOD BULKHEAD '"'i?ENi w o 'i jr F' D N ,' Y>� - I' BAA 5H L �J I 23'-I" EX15 POINT _ _ , / ': to TING RESIDENCE 14 K _ I + TO BULKHEAD • , . , '' OtIJND '� 'I ROAD 770 -cu // //r - x4 PARKING COURT 4 / �Y K� , 13' min _ I EXISTING BUILDING / GRAVE 6URFACE / �j 1 1 __ Y I N _ 7n1� � 10.3 y � < -II + - ' ` / 0 + .b Q J -'. " DIA 518-3 - - - i STRUCTURE TO BE REMOVED PROPOSED NEW r 5, / 4 x63 / I I.B+ .f' D x4 ' _ 114 '7 PROPOSED RESIDENCE UNDERGROUND DRYWELL WITH > - x fi�A17' TY EE _ METAL INLET GRATE FOR d / (2 �� _ 1f1d1SERGROUND p✓ 'v �` ® ' pRiW EDF SANITARY LINE / - n� Q I I I TO BULKHEAD I .1 11.01 , DRAINAGE CALCULATIONS STORMWATER RUNOFF FROM x`1 \'E FN _-tl� d1 I lil. , 14-7 EXISTING DECK sU R.q 4 DIA SDR-55 / N O;'B;BED[2� S�W�(-;�;�� [� �II G HIT] ,. DRIVEWAY SURFACE TYPICAL I / R� cii�;wL` PAi✓1=� `'> I❑� I` ❑ I TO BULKHEAD 10. 1+ (GRA ITY FE�� , , n � I' _ PROPOS D I AREA OF RESIDENCE DW-A FLOOD [m _ : ORS ? WVAL NEW POL _ 1 50' SETBACK ( ) - GK FROM BULKHEAD DRY WELL AREA x RAINFALL x RUNOFF FACTOR °a Z' 12.1 X �- 11.2+d ROSS p ..: 25x551 / 11.6+ ' REA c7EOTHER AL / I EXISTING BEACH STAIRS AND (DW-A) 2,455 5F x (2/12 FT) x 1.0 = 410 CU. FT. n PROPOSED NEW SEPTIC SYSTEM FOR mmfn" AD 5T HOL A x x `` S•6+ 12.1, N Q. 8 BEDROOM RESIDENCE AND POOL HOUSE 1/2 -'`1 I m EL + 6.0 x '� ��' a ��` z�_5WELLS IP �� I LANDING TO BE RELOCATED USE: (3) 8 DIAMETER x 4 HIGH POOL � / XFI - L O LG O LG O Iri , u • - K I EXISTING NON-TURF BUFFER TO REMAIN (5) 8' X 4' STORM DRAIN RING - 506.'1 GU. FT. J n M - 2000 GAL SEPTIC TANK (5T) 10 _ 8 10.6+ 5% septic 11.8+ 'X L #. ::0 �h mn I _�� PROVIDE ADDITIONAL BEACH GRASSES AT PROVIDED REQUIRED F o >0 - CLEANOUT - , 1 Q 7+ 1 506.7 GU. FT. > 410 GU. FT. o - (6) 8.5 FT x 4.75 FT x 4 FT LEACHING XP LG O LG LG O GLEAN OUT S. ❑ I I BASE OF RETAINING WALL W -�• W Z W X -- - AREA OF RESIDENCE DW-B a Z LL r ® I EXISTING TREE TO REMAIN ( ) GALLEY (LG) / YV l +11.01 61.6 II.q+ ' � >,, _ -- 12 I I DRY WELL AREA x RAINFALL x RUNOFF FACTOR W• W / 6 L •rk +13.6 == PROPO REPAIR/REPLACE IN KIND BULKHEAD TOP WOOD GAP M a - (5) 8.5 FT x 4.75 FT x 4 FT FUTURE 5 ® (DA-B) 5,035 5F x (2/12 FT) x 1.0 = 506 GU. FT. � m1n XX x � � I . + +I I. S0'-q" PROPOSED POOL � � � W EXPANSION (EXPG) LEACHING GALLEY I 1501 / O\ - x x� a2;5+ / 5TONE�: 10 +2 8 USE: (1) 8 DIAMETER x 4 HIGH POOL Cl❑ / RRAG I TO BULKHEAD (I) VX 4 STORM DRAIN RING = 168.9 GU. FT. Q . FLOOD ZONE LINE I 0 to FRO T YAC ( Y _ N ❑❑❑❑❑C5 _ -�� bq'-I" PROPOSED POO _� � ,X ❑❑❑❑❑❑ �G�A1�EC � USE: (4) 8 DIAMETER x 2 HIGH POOL EXISTING STONE WALL TO BE a I K 9� - Q V ' \ u V I' I TO HIGH Wq- R PAR- K (4) VX 2 STORM DRAIN RING = 33'1.8 GU. FT. y c�. REMOVED I PROVIDED REQUIRED \ F- )2' ~' ' ' +I I.q N FLOOD 6 I HIGH WATER, 1-I6-201'1 506.-1 GU. FT. > 506 GU. FT. CIDNEW STONE WALL o i I \ w \ 11.8+ 80.7 11.8+ 5 + EX" 6R_/ FLOOD ZONE VE +01.7 2 GEOTHERMAL WELLS - ALL (15) WELLS AREA OF POOL HOUSE (DW-C) N/C/F I I a in B^ \ - FIRE LACE ZONE AO BFE II j TO BE CLOSED-LOOP SYSTEM DRY WELL AREA x RAINFALL x RUNOFF FACTOR Goldman Shannon o O (DW-G) 1,461 5F x (2/12 FT) x 1.0 = 244 GU. FT. McKeand Deborah EXISTING 1 q� GAT \ m 8 1 EXISTING WOOD BORDER TO BE REBUILT AND U5E: (1) V DIAMETER x 6' HIGH POOL 2650 Nassau Point Rd, TREE TO � I to PR PANE TAN e AN G BU � �v INCREASED IN HEIGHT TO ELEVATION +10.38 STEPPED (1) 8' X 6' STORM DRAIN RING = 255.4 CU. FT. �OF ke Cutchogue, NY 11935 REMAIN fi I o U1RERGROUND B CUNAUTHORIZED ALTERATION OR ADDITION Property also known as and designated as O THIS SURVEY IS A VIOLATION OF lot 7 and the northerly 75 feet of lot 8, fe end ol:nwNNr JMM p1Ep®BY JMECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. "Map of Proposed Subdivision, Section A, 23'N COPIES OF THIS SURVEY MAP NOT BEARING Nassau Point Club Properties, Inc." wall end bulkheads June 2019 THE LAND SURVEYOR'S INKED SEAL OR 0.3'N GDFllEk11E EMBOSSED SEAL SHALL NOT BE CONSIDERED fe.end 26'N oruw�Nc go. Nassau Point Asbuilt TO BEA VALID TRUE COPY. 6 6.o'N "49N chain link fence_O 1.1'N GUARANTEES INDICATED HEREON SHALL RUN Lot; 4e °1`—°_°—°— monument walk O.B'S ONLY TO THE PERSON FOR WHOM THE SURVEY 333.8 IS PREPARED, AND ON HIS BEHALF TO THE .I wag end TITLE COMPANY, GOVERNMENTAL AGENCY AND j 0.2'S LENDING INSTITUTION LISTED HEREON, AND TOTHE ASSIGNEES OF THE UTION. GUARANTEES ARE NOT NTRANSFERABLE. N80°42'00NG fNSTI—. IIE poles I , a' Note: ALL SUBSURFACE STRUCTURES; monument F concrete ` WATER SUPPLY, SANITARY SYSTEMS, 322' ;I DRAINAGE, DRYWELLS AND UTILITIES, uplie wag masonry SHOWN ARE FROM FIELD OBSERVATIONS concrete"t°'96�' / g arage 9 113.2' � AND OR DATA OBTAINED FROM OTHERS. curb asphalt _ C Q THE EXISTENCE OF RIGHTS OF WAY dmeway AND/OR EASEMENTS OF RECORD IF wall 396 0 112.9' I&ndsteps ANY, NOT SHOWN ARE NOT GUARANTEED. concrete ret°1N°g ,j 12.9, `o Premises known as: yh L r" 4.3' �— # 2455 Nassau Point Road L LOt 7 V� m TOP;f1=12.8 Area= C j10 --3 a CJS d 1.3' U 55,671 s .ft. � � • -" � - ,,.f,' � r — 655, 110N _ a �� Z 8 _� CONCRM FOUNDATION 01' I ,, 1 .28 acres J► got ' � �� 68T —•,3' ,.1'N i. JUN 1 9 2019 � Q fence 0.6N fe end 28'S split g ^a y rn � � 68.6 � �� ° ° 0011'AI t16S S� 1 s�:Via` I"'`'r fe.end sprit rat ten=° _°_ ti% gl$ :1 3 /5.2'N 3.6'N 50'N L Nl aQ'l��l�l 305.76e ROAD 1' wall car. y 8A/ VI EW 42 sou 4.242Y ®F N �� Asbuilt Survey of Lots 7 & 8 ALAND SURVEYING 0 , �® Vended Map A of Nassau Point" Mintoville@aol.comcS' 49868 ,� FILED August 16, 1922 FILE NO. 156 SUBDIVISIONS CANf3 Ssituate at TITLE & MORTGAGE SURVEYS � '` Nassau Point TOPOGRAPHIC SURVEYS LAND PLANNERS SITE PLANS GRAPHIC, SCALE TOwn of Southold 40 ° 20 40 ' 130 160 Suffolk County, New York JOHN MINTO, L.S. PHONE: (631) 724-4832 LICENSED PROFESSIONAL LAND SURVEYOR 631 NEW YORK STATE UC. NO. 49866 FAX: ( ) 724-5455 Tax Map #1001 - 104- 13-6 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 ( IN FEET ) 1 inch = i,40 ft. Scale 1 "= 40' June 17, 2019 i II REVISION: APR 2 8 2021 RE51 DENGE FIRST FLR EL +15.5 LOT COVERAGE TA B L E '05"" 1 "Im E "U"A T A" SCTM # 1000-104-13-06 SUFF•CO. :CeS GARAGE FLR ELEV +10.5 r F OF WAS��-�"��'T E' CRAWL SPACE ELEV +6.0 SITE AREA TOTAL: 55,6-12 sf PROPERTY: 2455 NASSAU POINT g 'C3 POOL HOUSE ALARM PANEL W/ ELECTRIC LINE TO PUMP ADDRESS CUTCHOGUE, NY W FF EL +11.5 PUMP STATION IN CRAWL SPACE OF RESIDENCE UPLAND SITE AREA 5212045 GRADE EL +11.4 GRADE LINE OWNER: JUSTIN & ELIZABETH MIRRO 3 GREENACRE COURT GRADE EL +11. w ELEVATION +10.5 GRADE LINE GRADE LINE KENSINGTON, NY 11021 O GLEAN OUT 0 CLEANOUT ELEVATION ELEVATION AREA CALCULATION5 FOR UPLAND SITE ARE SITE: 55,672 sf = 1.278 ac +10.1 STRUCTURES EX15TINS PERCENTAGE PROPOSE PERCENTAGE ZONING: R-40 W II U I' MIN. 2' MAX. HOUSE: 2,282 sf 4.37% 412 -i sf 8.0% 1/4 /FT. MIN PUMP I/4"/FT MIN SURVEYOR: Harold F. Tranchon, Jr. PC STATION 18"/FT MIN TOP OF POOL +B.I ACC 5TRUC: 52 i sf 1.0% '74 sf 1.43% P.O. Box 616 SEPTIC EACHIN PORCHES: O sf O% 1,3 7 sf 2.64% Wading River, NY 11792 TANK GALLEY 631 929 4695 Z IE. +q.56 BOT OF POOL +4.1 DECKS: ci I I sf I.-74% O sf O% IE. +10.4 IE. +-1.86 LICENSE #048992 ., IE. +q.5 IE. +8.36 IE. +7.77 GROUND WATER +I.I POOL: 0 sf 0% 1523 sf 2.cf2% DATED 01/16117 W 50' MAX q' 3' MIN TOTAL: 3,-720 sf -1.11% -1,8-15 of 15.0%ei a- 8-8-2017 TOPOGRAPHICAL 44' 75' 60' DATUM NAVD 1988 rn SEPTIC PROFILE INSTALLED GEOTHERMAL WELL FIELD CONSISTING 2 sty fr dwelling 0 (N.T.S.) OF TOTAL OF NINE (q) BORES: ONE LOOP OF N/O/F FOUR (4) AND ONE LOOP OF FIVE (5) AT DEPTH C� Rathgeber K A Irry QPRT OF 3101, w/HORIZONTAL PIPING AT DEPTH OF 54", ~ _ ---- of afFgeberZ7TTrry QPRT--- IN REVERSE RETURN CONFIGURATION Lu"' M T 10" 'No M 'Am m P" 111 Cherry Valley Ave #507, Garden City, NY 11530 �� INSTALLED NEW UNDERGROUND V 2325 Nassau Point Rd ELECTRIC UTILITY LINE Q 1000-104-13-5 c°eek �o8ove tens DWELLING WITH PUBLIC WATER \ LOCATION OF FORMER ABANDONED SANITARY Q / SYSTEM `oa atej. R O NEW STONE EXISTING OVERHEAD EXISTING ACCES PY EXISTING TREE TO REMAIN �' �a I "r WALL UTILITY LINES STRUCTURE W/O PLU INC c / NEW STONE TREE WELL SURROUNDING EXISTING TREE o EXISTING EXISTING UTILITY POL TREE TO WATER METER I REMAIN n4 rP' Z / POOL EG2U I PMENT Q Little I 20Z N 80'42'00"E 333.84' ACTUAL 2 Peconic Bay `on p `� /T z 14 O F / - DW FLOOD I I G F`J, I 20 / 7 - , - 16 /i 10 8x6 ZONE AO I I I Q 18 _y__ i DW / + I N 1 AREA OF NON DISTURBANCE �P �a U) y c� 8x4 W I rn P a �tNSTALLED GEOTH L - €1=D / 4 0 I EXISTING WOOD WALL TO BE REBUILT AND da�� ti w/(q) WELLS CONN TED TO i '�� ire 54' _ 1. - co N/0/F - - / / DW INCREASED IN HEIGHT TO ELEVATION +q.0 Q Maguire Carol A Family Trust /.p�'p ' BASEMENT Ys E GROUND E _/ x .x X X %i 8x4 � +I I.I �STi 1"" t(L 1F4 ! jl I ,,i 1 i�'}`i f XY v PO Box 1027, 9p !y ' i I6 i 6,, - - : OUc�E`� TSTONE 1 20-3 PROPOSED TERRACE Cutchogue, NY 11935 iGsF J �� - J4 _ Y DW - N -:.x, X�..; ,,hti. I TO BULKHEAD 2500 Nassau Point Rd <<S' 8 i >�`� Z< • / sITTIN 1000-104-12-14.1 I i� � � � � � ��""''�� °� I x4 � � ��AREA5748�51='` � I7 RELOCATED BEACH STAIRS AND LANDING p� �. � � A \ \ \ / iG 11.2 14-3 PROPOSED STEPS DWELLING WITH PUBLIC WATER I f CLEAN- 2 L: 1.5: N -y- 112 / c i \��' OUT v>''�x k n<K > . I TO BULKHEAD 8X4 54' +11.4 q. NEW STEPS TO TERRACE EXISTING TREE I _\ / „�,� \ � I I8' I COVERED PORCH I I TO REMAIN II ` 1 i i' ��' i� %� ` �� i� i I .I+ 3 A 11.2 5 35' PROPOSED POOL HOUSE +�i.8 i - - - D - - _LL Ii . I TO BULKHEAD TEST HOLE ry� STONE ' S5'-q" �, z� ROPOSED POOL HOUSE NO SCALE t iUitj'. _ TERRACE .k 13 I ❑❑❑❑❑❑ GRADE r0 HIGH WATER MA NASSAU rn \ 1\ - , i I\ \+�• I q. "° -S z�r=r�G v _ ❑❑❑❑❑❑ OoTnO 11.4+ I EXI I RK BY MARK McDONALD GEOSCIENCE Z�Z \ / \ ��5T NG WOOD BULKHEAD POINT _ 8x4 = / - ❑ BAJA �{``'' / a 23'-I EXISTING RESIDENCE SOUTHOLD, NEW YORK 11971 rnl0 i SHELF r + I':dl TO BULKHEAD ROAD �► x i 4 13 0 N ► TEST HOLE DATA 11/8/17 ELEV. + 6.0 c II INSTALL D DE GRou�m1 +q 8 PARKING-COURT N - O I EXISTING BUILDING PUBLI RLI E GRAC SURFACE ,� r +13 (T z - STRUCTURE TO BE REMOVED 1.0 FT. DARK BROWN LOAM OL / f h ' �` _ 'I I 114'-7" PROPOSED RESIDENCE BROWN CLAYEY SAND SC r 44 x63 DW dl 12 x4 - -_ TEST HOLE 8x r cV p _ 8 4 I I TO BULKHEAD h , EL + 6.0 i L? a ' - 4.9 FT. - z 0 / ,, to ,BBEnRoo tri Q G 1IXO3To' II14' 7" EXISTING DECK WATER IN °�+10.2 m' cR . U' ❑ ❑❑ + I TO BULKHEAD 8.0 FT. BROWN CLAYEY SAND SC coM_ O w + Y. <� � IGYVANEW POL + 11 8.7 4 1 I taT F5 . 25x5 D - O t= 10�+ I m +11.4 I 1 I � �. o + Rb's WATER IN / t 1� to 11.4 ► / I 17 FT. PALE BROWN FINE SAND S , a o M INSTALLED SEPTIC SYSTEM FOR g• .� DN 5i= 3.1+ F - COMMENTS: WATER ENCOUNTERED 4.9' w -�• W X 8 BEDROOM RES I DENGE AND POOL HOUSE 1�2 / �? 2' ( z I Z W a 8x4 FI . . R:x 11min ` } < I AREA OF NON P15TURBANOE BELOW SURFACE, ELEV 1.1' � w. N w o 2000 GAL SEPTIC TANK (ST) , ST 4" diameter cV GLEIO + f3.5 n I l / a N - CLEANOUT LGA LGA L 1 SDF35 septic, ' our r- r I m I EXISTING TREE TO REMAIN ( �p w• N ° M _ _ �_ � - (6) 8.5 FT x 4.75 FT x 4 FT LEACHING II / p d - /8 10.1+ qs p O GALLEY (LG) XP, P L &Q 6 - , +13.1 NEW To E- F I - (5) 8.5 FT x 4.75 FT x 4 FT FUTURE12.2' x >' +I 1.2 50'-q" PROPOSED POOL . EXPANSION (EXPG) LEACHING GALLEY II n 150 X - q.0 +2.8 TO BULKHEAD I t tV i " , �❑❑❑❑� �� FLOOD 1 I T YP`Rfl / p� �'- N x.R Y ❑❑❑❑❑❑ - - ZONE AO FLOOD 6q'-I" PROPOSED POOL EX 1 STING STONE WALL TO BE FRO V 1 REMOVED a SEI } 0 W \ > n # ZONE IVE i v I' I TO HIGH WATER MARK � O $x4 x I \ W F- +11.4 6 t HIGH WATER, I-16-2017 NEW STONE WALL I Z OP So. 5.9 a o I I \ � I I 2 N ! OFN N/O/F I ��li Goldman Shannon o m 10 I I EXISTING WOOD BORDER TO 5,�p,S C. �0� McKeand Deborah EXISTING 0 V I 1 S GA S L BE INCREASED IN HEIGHT TO 2650 Nassau Point Rd, TREE TO 3 Icn h' e 11-1 N ELEVATION +q.0 STEPPED �--,4 g o D yy DOWN TO ELEVATION +7.5 Cutcho ue, NY 1 1935 REMAIN h o p Dy wa e s� b� 8 8 `x'2 x- 2650 Nassau Point Rd ( _ \ x2 8x2 8x2 \ 2 x 8 8x2 x2 8x2 1 of f c W 7.5+ +2. EX I STING WOOD BULKHEAD 1000-104-12-151 _ ,ENG DWELLING WITH PUBLIC WATER � `� - -- - AREA OF NON DISTURBANCE ` \ S 80'42'00"W /' _ 6 305.7 PROPOSED SILT FENCE 3+p �9�35fl-� \ NEW TIMBER CURB - I E IST PPED TIMBER CURB ELEV 6 DURING CONSTRUCTION \ F0 -PATO BEACH , SILT FENCE 6.5 MIN 6" ABOVE FIN GRADE) 2 _ PROJECT NO: Nan K \ 12 \ 8 J \ - - - - - CONSTRUCTION 8 - 1 /' ' - - - \\ +4.0 FLOOD ZONE LINE 1709 Monaghan Kenneth � � - � � 90 Fifth St, � - �� - - ; ., ! _ - - _- - - -� _ � _ -� - _ _ - _ - � Garden City, NY 11530-4410 INSTALL-E1? uNDERGROUND - - - - - - - - - - NE UNDEi35RO�JN1� _ DRAWN BY: 2750 Nassau Point Rd \ \ 1° - - - - - - - _ 8 HOG NECK BAY SUFFOLK COUNW DEP,�Rl'AAENT DRYWELLS FOR STORMWATER - 0 DRYWELLS FOR _ _ .- - - UT 1000-104-12-16 RUNOFF FROM 51TE ST67R_RTA�R RUNOFF FROM �`f� (LITTLE PECONIC BAY) OFHEALTH£EnVECES CHECKED BY: DWELLING WITH PUBLIC WATER N/O/F BUILDING STRUCTURES APPROVAL OFCONSTRUCTED WORKS F� 'TS Palmeri Philip M I ASINGLFFAkl,! .v RE ,.F SAND 9 Hilton Ave, DATE: 4/27/21 Garden City, NY 11530 1.._ _._2021 I�. . SCALE: 2615 Nassau Point Rd DatrMAY 8 ` '- . :: 1.�.�.1_ �oa 1" = 20' - 011 TABLE OF DIMENSIONS 1000-104-13-7 2 sty fr dwell Tn�Q��u,,. .,�Z,,,,d ++attar ,,�tL��,�r�, �� ,,�, , �� DWELLING WITH PUBLIC WATER tr,a�ti>:n��, ,�o� FOR SANITARY SYSTEM COMPONENTS r, itsoertmsntorntr:re,; f � SHEET TITLE: A B b9 3'?G334fJ1^j ✓re f: rA:'. �' - ST 11.5' 32' / a LG1561 / a Cr AS-BUILT z :P.. ..... aie� 21 Cb C Office of Wastertiva-tter I� I anagement SITE PLAN LG2 BO' 43' / a LG3 41' 51' LG4 iq' 2q' LG5 31' 37' ALE: 1 " = 20_0" �-- SHEET NO: LG6 4o' 46' SCDHS SUBMISSION REF # R10-18-002 4 REVISION: LOT COVERAGE TABLE 1/25/18 3/6/18 SITE AREA TOTAL: 55,672 sF b" ITE 5/22/18 7/23/18 UPLAND SITE AREA 52,204 -ET— SCTM # 1000-104-13-06 PROPERTY: 2455 NASSAU POINT ROAD AREA CALCULATIONS EOR UPLAND SITE ARE ADDRESS CUTCHOGUE, NY STRUCTURES EXISTING PERCENTA6E PROP05E PERCENTAGE OWNER: JUSTIN & ELIZABETH MIRRO 3 GREENACRE COURT HOU5E: 2,282 sf 4.37 4,18 sf 8.0% KENSINGTON, NY 11021 AAO 5TRUC: 527 sf 1.0% 74 sf 1.45 PORGHE5: O sf O% q 8 sf 1.84% SITE: 55,672 sf= 1.278 ac DECKS: SII sf 1.74% 7 sf 0.84% ZONING: R-40 POOL: 0 s 0% 1558 sf 2.cf8� SURVEYOR: Harold F. Tranchon, Jr., PC �- TOTAL: 3,720 sf 7.11% 7,881 sf 15.00f% v P.O. Box 616 Z c Wading River, NY 11792 , s 631 9294695 W 2 sty fr dwelling a LICENSE #048992 DATED 01/16/17 8-8-2017 TOPOGRAPHICAL O DATUM NAVD 1988 = V H V EXISTING GARAGE STRUCTUREL C AT 10 M TO BE REMOVEDA Q 0 • " POOL EQUIPMENT creek j rud o dove waters'- z N 80 42 00 E 333.84 ACTUAL i FLOOD ZON VE i.,i/ ';j/ o� o Uj 4 ZONE AO BF II' / EXISTING WOOD WALL TO BE INCREASED vt IN HEIGHT TOE V + s err /j r — — — — — — ® ELEVATION ON 9.0 o / /. ; (J1 // ///Little' �! ///" ///'/ / / a 0 �E�'J T - RELOCATED BEACH STAIRS /''/ " /��,i/ ;/ / Peconic Bay, //- ' /%' i/ ' I - OOL - DE -►� AND LANDING 'j/, conn / Cl) co / /. / , z Y51 N67 / rq J I < - PROPOSED DECK / ■ / LO EXISTING WOOD WALL TO BE INCREASED it BBQ C IN HEIGHT TO ELEVATION +a.0 //; yPROPOSED NEW 38-011 PROPOSED POOL HOUSE - ' 'GRADE i'E � "/ '//////err•,' rJ '///' // /%/ ' �%' �' ' 'i ru N ]EIDE] �L -L_JLJ -1II EXISTING WOOD BULKHEAD '/�/; / i i - - - fill/ c=� T �❑❑❑ C i ;__I L.r � ,' , 23'-1" EXI5TING RESIDENCE X► I=i I B EXISTING BUILDING STRUCTURE TO BE REMOVED i � ' . } 'x9 a �,• � p I 106 PROPOS ED RESIDENCE , . R ✓41�E ri 14 � ...... N - EXISTING DECK PARKING COURTL,' RA `SSP E K = PROPOSED L� GRAVEL:SURFAGE /' b ALbR 5 nom, �' 2'x55 L Z N . O i, _ � .� EXISTING BEACH STAIRS AND N Q• OOR�AREA.Y v 616 LANDING TO BE RELOCATED x vhi a O r F O Y• m W J• v 3 X � HIGH WATER, 1-I6-2017 z a n La 49'_6" w, �, X50' =❑❑❑❑❑❑ - PRO OSED�AtEW-STONE �RONT YARD ,, ,n f „ �xX r,f LIE]- Lu PROPOSED POOL a N = �E � N -❑❑❑❑❑❑❑❑❑❑ FLOOD Q F-• v NASSAU u ]]� P0�❑❑❑ ZONE AO EXISTING WOOD BORDER TO N N STONE FLOOD BE INCREASED IN HEIGHT TO POINT k WALKWAY ZONE VE ELEVATION +9.0 STEPPED rn BFE II' DOWN TO ELEVATION +7.5 ROAD o ° < CD J t om �PA OF N��'Y o CD 00 EXISTING WOOD BULKHEAD G'' S C. S,q� O G HOG NECK BAY S 0'42'00"W 305.7 (LITTLE PECONIC BAY) ' FOOT PATH TO BEACH SCREENING: SCREENING: EVERGREEN TREES EVERGREEN TREES FLOOD ZONE LINE PROJECT NO: 1709 ® DRAWN BY: UT CHECKED BY: TS 2 sty fr dwell DATE: 1/26/18 SCALE: ill = 20' - 011 a SHEET TITLE: o- c N SITE CID OL Bldg Dept copy from ZBA Final reviewed do^uments ZBA File # `lr�l PLAN Date: / / ? SCALE: 1 " 20'_0„ �L/Aa H, �?��Ihu�� SHEET NO: REVISION: RE5IDENGE FIRST FLR EL +14.0 LOT COVERAGE TA B L E GARAGE FLR ELEV +12.0 1 5/30/19 DRAWL SPACE ELEV +6.0 5I TE AREA TOTAL: 55,6-12 sf TEST HOLE "r 'r' ' D 7/2119 POOL HOUSE ALARM PANEL W/ ELECTRIC LINE TO PUMP DISb ' ` ` FF EL +12.2 NO SCALE tu PUMP STATION IN CRAWL SPACE OF RESIDENCE SCTM # 1000-104-13-06 GRADE EL +12.1 O GRADE LINE UPLAND SITE AREA 52,204 sf BY MARK McDONALD GEOSCIENCE $ GRADE EL +II. w ELEVATION +11.8 GRADE LINE GRADE LINE SOUTHOLD, NEW YORK 11971 PROPERTY: 2455 NASSAU POINT ROAD o GLEAN OUT Q CLEANOUT ELEVATION ELEVATION AREA GALGULATIONS FOR UPLAND SATE AREA TEST HOLE DATA 11/8/17 ELEV. + 6.0 ADDRESS CUTCHOGUE, NY I' MIN. 2' MAX. +lo.b STRUCTURES EXISTING PERCENTAGE PROP05EDPER E AGE 1.0 FT. DARK BROWN LOAM OL OWNER: JUSTIN & ELIZABETH MIRRO 3 GREENACRE COURT 1/4"/FT. MIN PUMP 1/4"/FT MIN HOUSE: 2,282 sf 4.37% 4,55cl s .73% 1 4.9 FT. BROWN CLAYEY SAND SC KENSINGTON, NY 11021 AGC STRUG: O sf 0.0% 48 sf 1.45 o WATER IN - SITE: 55,672 sf= 1.278 ac STATION 18"/FT MIN TOP OF POOL +8. 4" dla SDR-35 4" dla SDR-35 SEPTtG septic 4 I EAGHIN (GRAVITY FEED) (GRAVITY FEED) TANK SDR-35 GALLEY GARAGE: 527 sf 1.0% 521 sf 1.0% 8.0 FT. BROWN CLAYEY SAND SC Oi ZONING: R-40 IE. +156 BOT OF POOL +4.1 WATER IN IE. +11.1 IF_ +7.86 PORCHES: O sf O% I,57-T sf 2.64% r SURVEYOR: Harold F. Tranchon, Jr., PC IE. +10.4 IE. +8.36 IE. +"7.'77 GROUND WATER +I.I o o P.O. Box 616 5o MAX q DECKS: cf11 sf 1.'74/ O f 0% a 17 FT. PALE BROWN FINE SAND S Wading River, NY 11792 5' MIN POOL: 0 sf O% 1,523 9f 2.cf2% 1 0' COMMENTS: WATER ENCOUNTERED 4.9' Z 54' 75' 60' c 631 929 4695 TOTAL: 3,-720 sf 7.11% 8,734 s 16.7 /o s BELOW SURFACE, ELEV 1.1' LICENSE #048992 W SEPTIC PROFILE 2 sty fr dwelling a DATED 01/16/17 (N.T.S.) 8-8-2017 TOPOGRAPHICAL (' N/0/F DATUM NAVD 1988 Rathgeber K A Irry APRT 0 �- RafFgeberZ'�ITry QPRT � �` PROP05ED NEW UNDERGROUND 111 Cherry Valley Ave #507, PUBLIC, WATER LINE Garden City, NY 11530 PROPOSED NEW UNDERGROUND LINE IN BETWEEN NEIGHBORING 2325 Nassau Point Rd ELEGTRIG UTILITY LINE BUILDING STRUCTURES 1000-104-13-5LOC A^ T1 00" m M A% OF` DWELLING WITH PUBLIC WATER FLOOD ZONE L"� LOCATION OF EXISTING SANITARY 5Y5TE TO BEft (� / ABANDONED - FILLED IN OR REMOVED 15 REQUIRED EXISTING EXISTING TREE TO REMAIN I NEW STONE EXISTING OVERHEAD TREE TO EXISTING ONE 570 GARAGE at / NEW STONE TREE WELL SURROUNDING EXISTING TREE NEW WOOD RETAINING WALL 10 FT RETURN FROM Mid ro dwaters / %/% WALL UTILITY LINES REMAIN STRUCTURE TO REMA Creek / �ove %.';'':' WATER SIDE SEE DE I 3 EXISTING UTILITY POL ( PREFAB YARD BASIN 4x4 W/ MTL 50'-O" GRATE PIPED TO jLU WATER METER PROP05ED NEW PROPOSED SILT FEN DRYWELL "E„ /j a ate, ii - j / / 50' SETBACK LINE , POOL EQUIPMENT �'' ' "'"' '''- a ' UNDERGROUND PUBLIC DURING CONSTRUCTION / i r/:;/r/ Q �'� I FROM BULKHEAD / ,;.,,.,, ' oc •; F"" Z N 80'42'00"E / / 333.84 ACTUAL 2 / �' i ' 20 WATER LINE _ l e �r %r, ,. % ,�, '.', Z 7 AN c' \ ENG / I PROPOSED SILT FENCE O / _ / ;%' 0 FF` 20 U1 _ _ 16 �. 2 E 10 �� DURING CONSTRUCTION /�' ,uttie // / _ e F!_ooD % ZONE X 55 IN EXISTING NO % G� / / 1 �' NEW BEACH GRA NON-TURF BUFFER �i + EXISTING WOOD WA ar conn z M LL TO BE REBUILT AND / !'' INCREASED I N HEIGHT GH N 0 F O - ._._ � � �y'> �� / _ T TO ELEVATION +10.0 /" /" d� may% � / � / � -� ,- � � % ;� Q Maguire Carol A Family Trust .pp / 2 ? / x > > I SEE 3 PO BOX 1027, '9 !y (S / I6 _ _ y GEOTHERMAL l T1=RGE .6 o s OOL' Cutchogue NY 11935 �G / ,�, �� / YELL5 TYP - tk SiTTINCG NEW STEPS TO TERRACE S , L¢ / - OUSE, ry �-� �' Q 2500 Nassau Point Rd S' I 8 v��<' >` ' ® � LAN R1� AR> a; RELOCATED BEACH STAIRS AND LANDING '% / , '',,,' .' �� ., 1000-104-12-14.1 - 717 7 S141-51, / _ / GATE O X E,4' 48'SF' ; PLOOD 1 I r 5TEP5 / yam'` - -� + is / . ,, DWELLING WITH PUBLIC WATER ExI5T�c5 / / / Lf EL 1/x'+12, ;%% i LCA - r BULKHEAD DRIVEYAY ENTRY / �� O +10.4 -TO-Off REMOVED 12 GI 54 -tl2.l 10.0+ I 1 � �"Pry BBQ _ PROPOSED PLOIOD EXI5TING TREE - I 1 / i / / �` 1 W�� '�\G L RE1� PORCH 501-0 PROPOSED POOL HOUSE TO REMAIN / 16 / s' I I.B+ 11.8 gZ !' I TO BULKHEAD 70-7 PROPOSED r ,%, r,'- -IX EXISTING IN i,��/' 12.1 T POOL HOUSE rztt TREES / / - - 4,t/ AlNL �; � - ❑❑ I O HIGH WATER MARK /. ,, ,. -'. NASSAU h Q / O + r F,1RE5IDENNG x '�- ❑ �[:]L I I EXISTING WOOD BULKHEAD z Z �12E1viAIN � /ry x ��, ./ �ku;.. k + BAA SH I - J I 23'-I" EXISTING RESIDENCE POINT d � � � ' 4 _ - - - / n ,�' yr �� to � fil ,f / r x4 fPA KIN U r 4 / ' �. , min O�JND I TO BULKHEAD ROAD 70 / x 13 _ r EXISTING BUILDING /'' / / 10.5 t7RA ly UR AG / , n i v>..� �; - -1 I + Y�I N = �/ PROPOSED NEW G �E4 � l I z DIA"- - - - STRUCTURE TO BE REMOVED ' v DIA SDR-3 - 8x4 --. ��,' ' PROP05ED RESIDENCE UNDERGROUND DRYWELL WITH p A.� X �, ® o i�'tr`'�/ TY EE _ TO BULKHEAD 12 / _ UNDERGROUND METAL INLET GRATE FOR d / 3'�Yi� r > rJ'j j •. ry :o - x4 �R� F�N. SANITARY LINE .. i xx �- + I 1A I 11 STORMWATER RUNOFF FROM _ -� ' to EDt20 S WX' .a __ s P G HIT] I 4 7 EXISTING DECK DRAINAGE CALCIS LATIO S 4 .DIA SDR 55 N ; DRIVEWAY SURFACE TYPICAL I / '�F �� '' P U❑ I TO BULKHEAD �7� / c 10.7+ (GRA ITY F�ED� �u tt IAI!�4i. Ph2 i �. i5 OR15;' w �A'Ly � _ PROPOSD I AREA OF RESIDENCE (DW-A) X 11.2+II,1;8- f� d R�S� > NI=W PO L 50 SETBACK FROM BULKHEAD DRY WELL AREA x RAINFALL x RUNOFF FACTOR °d Z• ZONE - 3 O / 1 PL TEST HOLE' II.6+ x Y 2 � v 'F� bRRE�,Y GEOTHER�AL / I EXISTING BEACH STAIRS AND (DW A) 2,33'7 SF x (2/12 FTJ x � 1.0 = 390 GU. FT. co Q• M PROP05ED NEW SEPTIC SYSTEM FOR - m n g' A S s 5 13.6 1 YELLS Tl'P I LANDING TO BE RELOCATED USE: (5) 8 DIAMETER x 4 HIGH POOL I4 Is 8 BEDROOM RESIDENCE AND POOL HOUSE 12 I m1n EL'. +:6,0 x ,IRST;¢`Ji FL ,, 18-5 I EXISTING NON-TURF BUFFER TO REMAIN (3) 8' X 4' STORM DRAIN RING = 506.'1 GU. FT. - 2000 GAL SEPTIC, TANK (ST) / Xt� - L O LG 8 Lo 6 S/ se tic`` 11.8+ . ELE I I PROVIDED REQUIRED J ° n PROVIDE ADDITIONAL BEACH GRASSES AT F o 0 1 k' I I BASE OF RETAINING WALL 506."1 CU. FT. > 510 CU. FT. W -�• ° 3 - CLEANOUT _ 10 tt AB" '�l -1 � GLEAN OUT ' �, �` (6) 8.5 FT x 4.75 FT x 4 FT LEACHING X_P XP LG O LG LG O _ T- V �?' ® 1 / I AREA OF RESIDENCE DW-B W Z a _ I EXI5TING TREE TO REMAIN ( ) +I C.q 65.6' I I A+ - CI�W�t? �E, �, z I DRY WELL AREA x RAINFALL x RUNOFF FACTOR � W• � o GALLEY (LG) 1 / / _ / - REPAIR/REPLACE IN KIND BULKHEAD TOP WOOD GAP M - (5) 8.5 FT x 4.75 FT x 4 FT FUTURE 5 / _ _ - „ (DN-15) 5,270 5F x (2/12 FT.) x 1.0 = 545 GU. FT. a in °o 1 m n 6 <° PLANTS I . + +I I. 50"1 PROPOSED POOL USE: (I) 8' DIAMETER x 4' HIGH POOL W• N EXPANSION (EXPG) LEACHING GALLEY / \ x TO BULKHEAD I 1 _ k. / ® 10. +2. I (t) VX 4 STORM DRAIN RING = 168A GU. FT. M FLOOD ZONE LINE I T YP�RD `� ( - O N Y + �- ]❑ ❑ - -�// 6q'-I" PR U5E: (4) V DIAMETER x 2' HIGH POOL Q ~• ° to FRO K Q -] \ <. ,1 ;. k V _.+ ❑❑❑❑f�C OP05ED POOL EXISTING STONE WALL TO BE 4 V y i i x v I I TO HIGH WATER MARK 1 ) 8 IN = 422. FT. N. REMOVED a ~ I I x PROVIDED REQUIRED 1 1- y +I 1A N FLOOD 6 1 -HIGH WATER, 1-I6-201'7 591.1 CU. FT. > 545 GU. FT. NEW STONE WALL I w \ 11.8+ 88.3' 11.8+ 5 q+ FLOOD ZONE VE +q.l I GEOTHERMAL WELLS - ALL (15) WELLS AREA OF POOL H N/O/F 0 \ cz 0) x _ ZONE AO BFE II' j 2 TO BE 01 -LOOP SYSTEM DRY WELL AREA x RAINFALL x RUNOFF FACTOR Goldman Shannon o O (DW-G) 1,461 5F x (2/12 FT.) x 1.0 = 244 GU. FT. McKeand Deborah EXISTING Pi OPANE TA K GA \ (n 8 1 EXISTING WOOD BORDER TO BE REBUILT AND USE: (1) 8' DIAMETER x 6' HIGH POOL 2650 Nassau Point Rd, TREE TO 3 I cJn NDERGRO �e AN G tD BI INCREASED IN HEIGHT TO ELEVATION +10.58 STEPPED , Cutchogue, NY 1 1935 REMAIN h I o 1 g B F \ F E 5.8+ B B E �' 39 (I) 8 X 6 STORM DRAIN RING = UIPIE GU. FT. COP QF N 10 sw le +6. �-� DOWN TO ELEVATION +7,5 SEE DETAIL 3 PROVIDED REQUIRED '\�� 2650 Nassau Point Rd I \ x x F W x \ x x E x, x x E ' I 0° 253.4 CU. FT. > 244 CU. FT. S C. 8x x x ;;`' +2 EXISTING WOOD BULKHEAD AREA OF DRIVEWAY (DW-D) 1000-104-12-15 1 lL -ENC NEW BEACH GRASS IN EXISTING NON-TURF BUFFER DWELLING WITH PUBLIC WATER - ,� - - - DRY WELL AREA x 'RAINFALL x RUNOFF FACTOR ~ b, PROPOSED SILT \ S 80'42 0 W / 6 - - 05.76 PROPOSED SILT FENCE (DW-D) 3,91'1 SF x (2/12 FTJ x 0.7 = 457 GU. FT. + FENCE DURING \ PRO OSED NE TIMBER CUi�B ROPOED NEW STEPPED TIMBER 6 +3.4 DURING CONSTRUCTION USE: (3) 8' DIAMETER x 4' HIGH POOL CONSTRUCTION PROPOS D SILT CURB E EV 6.5 MIN (6" OVE FIN 1 F0� -F,�TH TO BEACH �� 1 (5) 8 X 4 STORM DRAIN RING = 506.7 GU. FT. 8 / FEN URING GRADE _ _ - \ I 50 SETBACK LINE FROM BULKHEAD PROVIDED REQUIRED 12 CON5TRUCTION 8 _ 1 / _ + 506.7 CU. FT. > 457 CU. FT. \ N/0/F - - - - _ - - - - -- _ - - _ 1 NEW WOOD RETAINING WALL 20 FT RETURN FROM AREA BETWEEN HOUSE AND BAY DW-E Monaghan Kenneth - _ 10 _ PB4P65ED-N1=VQ"0 DERGROUND - - - - _ - _ _ - _ - - PRC�tPOSE1ZNEY�/ - _ - _ WATER SIDE SEE DETAI 3 DRY WELL AREA x RAINFALL x RUN FF FA TOR PROJECT NO: 90 Fifth St, DRYWELL5 W/ MTL GRATE FOR - 0 _UNDERGROUND DR 39 STORMWATER RUNOFF FROM FOR STDRMFIATER RUN FF � 8 / (DW-E) 15,613 5F x (2/12 FTJ x 0.15 = 3q0 GU. FT. 1709 Garden City, NY 11530-4410 FROM BUILDING STRUCTURES � � ' \ FLOOD ZONE LINE USE: (I) 8' DIAMETER x 4' HIGH POOL 2750 Nassau Point Rd SITE (TYP) I (1) 5' X 4' STORM DRAIN RING = 168.9 GU. FT. DRAWN BY: UT 1000-104-12-16 PROPOSED NEW SLOPED HOG NECK BAY USE: (5) V DIAMETER x 2' HIGH POOL DWELLING WITH PUBLIC WATER CONCRETE RETAINING WALLS (5) 5' X 2' STORM DRAIN RING = 255.5 GU. FT. CHECKED BY: SEE SHEET 11 EAST ELEVATION / (LITTLE PECONIC BAY) PROVIDED REQUIRED TS 422 CU. FT. > 590 CU. FT. FOR HEIGHTS SEE DE AI 2 2 sty fr dwell AREA BETWEEN HOUSE AND ROAD (DW-F) DATE: / DRY WELL AREA x RAINFALL x RUNOFF FACTOR 3/27/19 LINE IN BETWEEN NEIGHBORING (DN-F) 8,654 5F x (2/12 FT.) x 0.15 = 21-i GU. FT. SCALE: \ N/O/F BUILDING STRUCTURES USE: (5) 8' DIAMETER x 2' HIGH POOL 1" = 20' - 0" / Palmeri Philip M a (3) 8' X 2' STORM DRAIN RING = 253 GU. FT. PROVIDED REQUIRED SHEET TITLE: 9 Hilton Ave, 255 GU. FT. > 21'1 GU. FT. \ Garden City, NY 11530 tRd = AREA BETWEEN HOUSE AND ROAD (DW-G) / 2615 Nassau Point Rd =�.. CD DRY WELL AREA x RAINFALL x RUNOFF FACTOR 1000-104-13-7 a (DW-G) 12,584 SF x (2/12 FT) x 0.15 = 315 CU. FT. \ WIRE FENCE W/ / DWELLING WITH PUBLIC WATER Q USE: (2) 8' DIAMETER x 4' HIGH POOL SITE \ FILTER CLOTHLA (2) 8' X 4' STORM DRAIN RING = 55'1 GU. FT. PLAN FILTER CLOTH MIN. 6" SURFACE PROVIDED REQUIRED BELOW GRADE * DRAINAGE SCALE: 1 i f 2O'-O v 331 GU. FT. > 515 C.U. l=T. SHEET NO: TEMPORARY STORM WATER RUNOFF CONTROL MEASURE EROSION & SEDIMENT CONTROL DETAILS NO SCALE CONTRACT DRAWINGS RESIDENCE FIRST FLR EL +15.5 DRAINAGE CALCULATIONS REVISION: GARAGE FLR ELEV +10.5 LOT COVERAGE TABLE 1/25/18 CRAWL SPACE ELEV +6.0 AREA OF RESIDENCE (DW-A) 3/6/18 Pool HOUSE ALARM PANEL W/ ELECTRIC LINE TO PUMP DRY WELL AREA x RAINFALL x RUNOFF FACTORSITL 5/22/18 W FF EL +II.S PUMP STATION IN CRAWL SPACE OF RESIDENCE SITE AREA TOTAL: 55,612 5f (DW-A) 2,455 SF x (2/12 FT) x I.O = 410 GU. FT. Tm '^�"**• GRADE EL +11.4 W GRADE LINE USE: (3) 8' DIAMETER x 4' HIGH POOL (3) 8' X 4' STORM DRAIN RING = 506."1 CU. FT. SCTM # 1000-104-13-06 !, �^ O GRADE EL +11.1 W ELEVATION +10.11 GRADE LINE GRADE LINE UPLAND SITE AREA 52,204 5 , ,aY 7''� .ul,� GLEAN OUT A PROVIDED REQUIRED CL-�aUT ELE ELE ELEVATION 506.'1 GU. FT. > 410 CU. FT. PROPERTY: 2455 NASSAU POINT ROAD O +10.6 AREA OF RESIDENCE (DW-B) ADDRESS CUTCHOGUE NY ��"� �f� =j 'i IL'S O � I' MIN. 2' MAX. AREA CALCULATIONS FOR, UPLAND SITE ARE o- DRY WELL AREA x RAINFALL x RUNOFF FACTOR OWNER: JUSTIN & ELIZABETH MIRRO PUMP 14"/FT MIN STRUCTURES EXISTING PERCENTAGE PROPOSE PERCENTAGE (DW-B) 3,035 5F x (2/12 FT) x 1.0 = 506 GU. FT. sra 18"/FT MIN TOP OF POOL +8.1 3 GREENACRE COURT SEPTIC, EACHIN HOUSE: 2,282 sf 4.37% 4,18 sf 8.0% USE: (3) 8' DIAMETER x 4' HIGH POOL KENSINGTON NY 11021 TANK POOL AGC. 5TRUG: 521 Sf 1.0% •74 Sf 1.43% (5) VX 4' STORM DRAIN RING = 506.'1 CU. FT. ' IE. +11.87 IE. +8.01 BOT OF POOL +4.1 PROVIDED REQUIRED SITE: 55,672 sf = 1.278 ac IE. +10.4 IE +11 l IE. +8.51 IE. +7.77 PORGHE5: 0 SIP 0% Q 8 9 1.84% 506."1 CU. FT. > 506 CU. FT. ' GROUND WATER +1.1 0 o AREA OF POOL HOUSE (DW-C) ZONING: R-40 DECKS: q I I sf I.-14/0 -1 sf 0.84/0 50' MAX 50' MAX 24' 3' MIN DRY WELL AREA x RAINFALL x RUNOFF FACTOR 6s' 211' 68' OL: 0 5f O% 1558 sf 2.af8% a (DIN-0) 1,081 5F x (2/12 FT) x 1.0 = 181 CU. FT. SURVEYOR: Harold F. Tranchon, Jr., PC }- TOT L: 3,-120 Sf -1.11% 7,881 5f 15.011% v- USE: (1) 8' DIAMETER x V HIGH POOL P.O. Box 616 Z SEPTICiROFILE- (1) VX 6' STORM DRAIN RING = 253.4 GU. FT. Wading River, NY 11792 PROVIDED REQUIRED 631 9294695 uJ (N.T.S.) 2 sty fr dwelling a 253.4 CU. FT. > ISI CU. FT. LICENSE #048992 / AREA OF DRIVEWAY (DW-D) DATED 01/16/17 ♦♦nn N O F \ DRY WELL AREA x RAINFALL x RUNOFF FACTOR v Rathgeber K A Irry APRT PROPOSED NEW SEPTIC SYSTEM FOR A (DW-D) 4,330 SF x (2/12 FT.) x 0.7 = 505 CU. FT. 8-8-2017 TOPOGRAPHICAL O Rathgeber C M Irry QPRT 8 BEDROOM RESIDENCE AND POOL HOUSE PUR15 POSED NEW UNDERGROUND U5E: (3) VDIAMETER x 4' HIGH POOL DATUM NAVD 1988111 Cherry Valley Ave #507, - 2000 GAL SEPTIC TANK (ST) L WATER LINE (5) 8' X 4' STORM DRAIN RING = 506.7 CU. FT. V Garden City, NY 11530 - CLEANOUT PROPOSED NEW UNDERGROUND PROVIDED REQUIRED 2325 Nassau Point Rd - (6) 8' DIA x 4' HIGH LEACHING POOL (LP) ELEGTRI UTILITY LINE 506.7 GU. FT. > 505 IN FT. 1000-104-13-5 AREA BETWEEN POOL AND RETAINING WALL (DW-E) � DWELLING WITH PUBLIC WATER - FUTURE LOCATION FOR (3) 8' DIA x 4' LOGATIO OF EXISTING SANITARY SYSTEM TO BE DRY WELL AREA x RAINFALL x RUNOFF FACTOR V HIGH LEACHING POOL (EXP) ABANDON - FILLED IN OR REMOVED AS REQUIRED (DW-E) 8,216 SF x (2/12 FT) x 0.15 = 206 GU. FT. ., EXISTING OVERHEAD EXISTING GARAGE STRUCTURE EXISTING T EE TO REMAIN USE: (2) 8' DIAMETER x 4' HIGH POOL 0 TO BE REMOVED NEW STON TREE WELL 5URROUNDING EXISTING TREE (2) 8' X 4' STORM DRAIN RING =REQUIRED GU. FT. a UTILITY LINES PROVIDED REQUIRED EXISTING P FAB YARD BA5IN (4'x4') 356 CU. FT. > 206 GU. FT. " " WATER METER � PROPOSED NEW UTILITY POLE / PIPED TO DRYWELL E AREA BETWEEN HOUSE AND ROAD (DW-F) Mud UNDERGROUND PUBLIC / POOL EQUIPMENT DRY WELL AREA x RAINFALL x RUNOFF FACTOR Creek / /j/'�'' j% I » 0101 10,824 5F x (2/12 FT) x 0.15 = 271 CU. FT. OMNI/ %//N 80 42 00 E WATER LINE 333.84 ACTUAL 2 e / r /20Z U5E: (2) VDIAMETER x 4' HIGH POOL i %'�� i% /;;/;: R / ��j ;� Z VX ' - - � - (2) 8 X 4 STORM DRAIN RING = 336 GU. FT. /Sp -• o-- - --y ' 14 W / // 12 FL D I v / FLOOD / ZON VE PROVIDED REQUIRED O Fo FFT I / Q 16 z 10 BF I I' I > 20 / - N - - -_ W / 12 / ZONE AO f N 336 GU. FT. 271 GU. FT. u- / - ------ EXISTING WOOD WALL TO BE INCREASED IN HEIGHT TO ELEVATION +11.0 /N Np � -�` � - i / - cn Rq� wF� \ _ / _ r- -� _ X -° - + I o; Q 9 r. _ RELOCATED BEACH S N 0 F / <S � - � _ / - h / II.I - � F'' �b�'��; ��'� TAIRS /�,;�� . / 'i r�� //� / / (/S -� / + I i%;Peconlc Bay//, �"i / /'i i V♦ _/ O x I 7.2+ AND LANDING / / // .% R "/�'' Maguire Carol A Family Trust I _ - - - Imo- I - E / A � --ry E POOL I1• DE I /% Ad/ " r tionPO Box 1027, / I6 12 x I- -a OU5 ' e'- s1 NG \EXISTING D 1' / SATE tij / ® � ,� I / Cutchogue, NY 11935 ENTRY T MOVED 2500 Nassau Point Rd 8 / - - - -I NEW STONE / / - - 1000-104-12-14.1 -� - - - / it n - 11.5 q c / S 1y; L V4I.S T' + I PROPOSED DECK WALL \ �� _ / ' 4- (EXP) NG WITH PUBLIC WATER / i •c / ` i,,,. ° DWELLING I -+I 1.4 y � 1 EXPO � x / � - .- � i GREASED '/��//i,,/, ji;%;;" j o,� 'L %�' , EXISTING WOOD WALL TO BE IN � / '" / (EXPO G I _, $a IN HEIGHT TO ELEVATION +11.0 ' N EXISTING TREE TI j / _ I /� �; , / / e i/�/ TO REMAIN II `+10.6 i+IO.S 80. + 'c�G I LL ° 45'-5" //,%� ;� / 1 g6� RO SED NEW i !/ / -Z / / LP - / m n : �# _ o AN I RRAGE'- -r` I P OP POOL HOUSE " %/" z Y i 5 of 1N. G DE I I X +l0 6 LP / PAGE ' ' %' G EAN O T L 4+ II' EXISTING WOO EAD >.a S.fiDI`NG ,- 4X. � r - ► 23-I" Vii' '/�;,";�/ j/,,;� ;/ ',% /, ; �. ❑❑❑❑ �❑❑❑I�C'0 ;,, E � Y �. ,, � 13.5 � till - B 10 EXISTING RESIDENCE `> ]00 - xa - - 5 I EXISTING BUILDING o� II ,,�. 2p / i +10.4/ 46.7 � �, . ❑ _ _ � , I t�� - L ':'y 7,:5 +13.1- J r _ TEST HOLE - I STRUCTURE TO BE REMOVED GL AN OUT iV PROPOSED NEW Cir y z 1 UNDERGROUND r� x4 b/`yi P min mi .B . GLEAN 10. h1 : z 1 I 8.7 14'-7.. NO SCALE DRYWELL WITH METAL �� iDfiF' ' 'OUT `q < ROPOS D I EXISTING DECK BY MARK McDONALD GEOSCIENCE k LP +10.3 % x ' * +a 8 INLET GRATE FOR R� 'e4 : . �ES ° EW POL I SOUTHOLD, NEW YORK 11971 v -� xy, , BTORMWATER RUNOFF I ® / F O aL Gi?0� ..; +II. 25,X50, x4 I I 08 Z TEST HOLE . "� ±vw x ' _ / I EXISTING BEACH STAIRS AND TEST HOLE DATA 11/8/17 ELEV. + 6.0 FROM DRIVEWAY I II 1/2 / / PARKING COURTF!~�Oi?�AREA�". 13.1+ ❑❑ , EL + 6.0 GRAVEL SIJRFAGE y(�,�i6 " " N ❑❑ I I LANDING TO BE RELOCATED co a' 5URFAGE TYPICAL / 44x63 10.3+ X x 1.0 FT. DARK BROWN LOAM OL EXISTING STONE // 10 B T 41 1 N i a I -EXISTING TREE TO REMAIN J y a o M WALL TO BE II / / <� Y X105 I in I -HIGH WATER, I-16-2017 4.9 FT. BROWN CLAYEY SAND SC O LU J' L- a Z z I 411 6 1 � W• alloa REMOVED I / 50 6 S. R;a, SP ,GEk +13.1 4 PRO o _W �T¢�N 14 I PROPOSED POOL - ,� NEW STONE WALL ®T YARD W = a ]❑+11.2 WATER IN • N I 1FRON GK u f^ ` �0 +7.2 +2.81 8.0 FT. BROWN CLAYEY SAND SC U III 5ET8A� V \ - .!. _i, f FLOOD ~ ^ / +I I+ � . ,. ❑ 10 ZONE AO I WATER IN a � \ ❑ I❑ 1 gravel EXISTING WOOD BORDER TO NASSAU , " 114 I I BE INCREASED IN HEIGHT TO 17 FT. PALE BROWN FINE SAND SP cn c� I� I \ N \\ u ��,,'° IO FLOOD N/O/F POINT I °nTn x n >^<, 'x`:, ZONE VE 6 I ELEVATION +11.0 STEPPED COMMENTS: WATER ENCOUNTERED 4.9' Goldman Shannon ROAD II I \ \\ 37.9' 8 BnE II' 2 DOWN TO ELEVATION +-15 BELOW SURFACE, ELEV 1.1 McKeand Deborah ° 59+ 2650 Nassau Point Rd, a II I 0 \ s \ Cutchogue, NY 11935 < `1 z O GATE x V PROPOSED RESIDENCE 50 Nassau Point Rd CD 000-104-12-15 j fib 1 \ swage - m W Swale s ale _ +6.9 1 oF �� Yo�� DWELLI G WITH PUBLIC WATER I o 1 itL 8x4 x4 z 5,11+ E I I oo cq EXISTING WOOD BULKHEAD co SSG. x4 � c� � +2.� HOG NECK BAY \ S 80'42 00 W , /'- 6 _ _ - - 305.7 �� ;! \ PRO 05ED NEW TIMBER CURB PROPOSED NE CURB 6 (LITTLE PECONIC BAY) -. A, F0�-'ATH TO BEACH , `PROP05E NEW UNDERG ouND \ 2 \ SR�YSE:j L5 FOR STORM ATER - _ _- � ' __�_��FLOOD 12 8 l - - _ - - RUNOFF FROM SITE - - ZONE LINE- 8 - 1 / \ +4.0 , N/O/F PROJECT NO: Monaghan Kenneth - - 10 90 Fifth St, 10 _ _ - - - - 8 1709 Garden City, NY 11530-441b� N/O/F \� 0r� DRAWN BY: 2750 Nassau Point Rd \ 1000-104-12-16 Palmeri Philip M PROP05EP NEW I UT 9 Hilton Ave, CHECKED BY: DWELLING WITH PUBLIC WATER UNDERGROUND Garden City, NY 11530 DRYWELLS FOR TS \ 2615 Nassau Point Rd 5TORMWATER RUNOFF 1000-104-13-7 FROM BUILDING / 2 sty fr dwell DATE: 5/28/18 \ DWELLING WITH PUBLIC WATER STRUCTURES / SCALE: � a SHEET TITLE: s N Cb SITE a PLAN SCALE: III = 20'-0" Bldg Dept copv from ZBA Final rev- - '^-uments ZBA Fi, -71-7 Date: `/ o! SHEET NO: 54'-O" ❑❑❑ DDD IFINK& Lv*v D M6& -1 1 IQ] 111111111111111 11111UTTT11-1-1 -1 FPTP1 P Uj Z IMP"n cvbw i O HOUSE in Ej LU II GL � y,� 0 20'-0" G VERE115 PORCH I - - - - - - - � 5'x10' toble L - - - - - - - - - - - - J SOUTH ELEVATION E A , E L E VA T 10 N o Ul SCALE. 3/16 -1-0 SCALE. 3/16"-V-0" a Q • (n Q Z 111.0 L0 Re N ii it sob 'l DOOR A MN14ANlrsi_ ROOM GUEST — s� RX-OM — UP srow�se BEDROOM RA II u I II II I PORCH faIJESrSATH — — — — — — — da Z- 7 ° vsar*c HALL co Q. C v M GUE5T 0 ------------------ � FN. o >- BEDROOM W Z w GUEST ------- h-11014EN w• Q N BEDROOM -_---- ____- NOOK Lu • N ° M U -------- ------- r BATH _ -� ---- C0 N ° FO ° I pATyy I s� ---------- w I I j a 0F NEw>'o open bellow A open below I �tOT�: �OY�ER0 DIN�INGyROOM i � �� . s �Z / N THERE 15 NO BASEMENT IN THIS HOU5E; GRAYVL SPACE ONLYCjcz I v A C, PROJECT NO: 1709 ° DRAWN BY: =; TS _ LIVING ROOM �� o 1. CHECKED BY: l l BATH Il DATE: 1/16/18 ILo ALLI 11 1/8" = 1 019 SHEET TITLE: 11 ;; i st F R I GUEST MASTER BEDROOM ;; MASTER 2*& BEDROOM 1 BEDROOM H FLOOR •S-nVy MASIrM PLANS —J SHEET NO: SECOND FLOOR PLAN FIRST FLOOR PLAN BidgDep tcopy from ZBA Final revi71-71111 wer)documents Z13A File � `ll?1 SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" ©ate: -7/ t 9 /ao lg REGULATORY APPROVALS Z W 0 M FE@ El KEE= 0 IS 1FT_Q EE11M w ® ® ® 1 rmmz foe - - - - - - - - - - - - 11 IIEE31ULI - - - - - - - - - 0 IMMMUMI 0- I Or-7-T-1 I LIEU dt to cl) LLIJ-LLLiJJ-Jl I 1 11 1 LLLL]1 11 1 1 z El L0 LID FN Re cq W E S T E L E V A T IONS 0 U T H E L E V A T 10 N - - - - - - - - - - - - - - - SCALE: 1/8" V-0" SCALE: 3/16" V-0" Ln V) CD a, C >0 W x t: z U. Lu UJ W) E. Ln 0 LLJ x: cq ® / ® ® ® Fff XA+_IN I Lj 2nd r-LP Ir %-AE vv— , H + F 01 u UK Ist FLR 415.5 11 7—j PROJECT NO: 1709 TOP BULKHEAD TS BY: TS NORTH ELEVATION EAST ELEVATION CHECKED BY: SCALE: 1/8"=1'-0" BOTTOM BULKHEAD SCALE: 3/16"=1'-0" DATE: 1/16/18 SEA LEVEL SCALE: 1/811 = 11 - oil SHEET TITLE: ELEVATIONS SHEET NO: Bldg Dept copy from ZBA Final reviewr- dr) ments ZB)�File t _7M4 Ac�) Date: '7/ 11 IAID I i� IN REGULATORY APPROVALS REVISION: RESIDENCE FIRST FLR EL +14.0 LOT COVERAGE TABLE 1D 5/30/19 GARAGE FLR ELEV +12.0 TEST HOLE CRAWL SPACE ELEV +6.0 SITE AREA TOTAL: 550-12 sf D 7/2/19 POOL HOUSE ALARM PANEL W/ ELECTRIC LINE TO PUMP A FA FF EL +12.2 NO SCALE w PUMP STATION IN CRAWL SPACE OF RESIDENCE SCTM # 1000-104-13-06 q) GRADE EL +12.1 UPLAND SITE AREA 52,204 Sf BY MARK McDONALD GEOSCIENCE GRADE LINE PROPERTY: 2455 NASSAU POINT ROAD SOUTHOLD, NEW YORK 11971 0 GRADE EL +II. w ELEVATION +11.8 GRADE LINE GRADE LINE ADDRESS CUTCHOGUE, NY O GLEAN OUT CLEANOUT ELEVATION ELEVATION AREA CALGULATIONS EOR UPLAND SITE AREA TEST HOLE DATA 11/8/17 ELEV. + 6.0 � i' MIN. 2' MAX. +10.6 5TRUGTURE5 EXISTING PERCENTAGE PROPO PER E AGE 1.0 FT. DARK BROWN LOAM OL OWNER: JUSTIN & ELIZABETH MIRRO� 3 GREENACRE COURT 1/4"/PT. MIN PUMP 1/4"/FT MIN HOUSE: 2,282 sf 4.3-7% 4,5�cf sf .73% 1 4.9 FT. BROWN CLAYEY SAND SC KENSINGTON, NY 11021 4 11 dlci SDR 55 4 ,4GC 5TRUG: O sf 0.0% 45 sf 1.43 o WATER IN - SITE: 55,672 sf = 1.278 ac STATION 8"/FT MIN TOP O POOL +8.1 (GRAVITY FEED) (G,I dV I TY FEED) TE4NK se SDR 35 I GALLEY ° ZONING: R-40 GRANGE: 527 sf I.O/o 527 sf I.O% 8.0 FT. BROWN CLAYEY SAND SC IE. +9.56 BOT OF POOL +4.1 1- IE. +11.1 IE. +-7.860 PORCHES: O sf O% 1377 sf 2.64% - SURVEYOR: Harold F. Tranchon, Jr., PC IE. +10.4 IE616 . +8.36 IE. +1.11 WATER IN GROUND WATER +1.11.14016 0 P.O. Box River, So MAX q DECKS: al I Sf O f O/o a 17 FT. PALE BROWN FINE SAND SP Wading River, NY 11792 � 3' MIN POOL: 0 Sf 0% 1,525 sf 2.c12% 1 0- COMMENTS: WATER ENCOUNTERED 4.9' 631 9294695 Z 34' 15' bo' TOTAL: 3,720 Sf 7.11% 8;134 s 16.7 /o BELOW SURFACE, ELEV 1.1' LICENSE #048992 c� DATED 01/16/17 W SEPTIC PROFILE 2 sty fr dwelling I a (N.T.S.) N/O/F 8-8-2017 TOPOGRAPHICAL 0 Rathgeber K A Irry QPRT DATUM NAVD 1988 0 aR Fge-ber-L�Try QPRT---- PROPOSED NEW UNDERGROUND = 111 Cherry Valley Ave #507, PUBLIC WATER LINE Garden City, NY 11530 PROPOSED NEW UNDERGROUND LINE IN BETWEEN NEIGHBORING / 2325 Nassau Point Rd ELECTRIC UTILITY LINE BUILDING STRUCTURES ARA D 1000-104-13-5 LOCATION OF EXISTING SANITARY 5Y5TE TO BE L(im' DWELLING WITH PUBLIC WATER FLOOD ZONE LCA T 10 M A' V / ABANDONED - FILLED IN OR REMOVED S REQUIRED EXISTING EXISTING TREE TO REMAIN NEW STONE EXISTING OVERHEAD TREE TO EXISTING ONE 5T0 GARAGE 0 WALL UTILITY LINES REMAIN STRUCTURE TO REMAIN NEW STONE TREE WELL SURROUNDING EXISTING TREE NEW WOOD RETAINING WALL 10 FT RETURN FROM ��ek ro8dOVeaters Q / EXISTING UTILITY POL PREFAB YARD BASIN (4'x4' W/ MTL WATER SIDE SEE DETAIL/e3%\3 0 ate WATER METER I 30'-O" PROPOSED NEW PROPOSED SILT FENCE GRATE PIPED TO DRYWELL "E" / UNDERGROUND PUBLIC, DURING CONSTRUCTION // 50' SETBACK LINE ca SITE POOL_ EQUIPMENT • FROM BULKHEAD w� Z I N 80'42'00"E WATER LINE _.= - / ��\ 333.84' ACTUAL 2 e y - " 2Qz _ �O �V `� / .y • % �_.� �'� ENG - - 1 --- / - I PROPOSED SILT FENCE o te�S O OG<11\ 20 // - _ / _ 16 �� 2 10 B FLOOD IIS p DURING CON5TRUCTION Littlea. x x tV ZONE X � �-i I NEW BEACH GRASS IN EXISTING NON-TURF BUFFER Pe�o��say R 9 - - - - - O I---- - �` - - / _ I I EXISTING WOOD WALL TO BE REBUILT ANDool IL ar N N/O/F INCREASED IN HEIGHT TO ELEVATION +10.0 Q _ c� v.' I SEE 3 Maguire Carol A Family Trust .p'/'p I I I8 , y/ 2 r: ./ O j` � .05ED' :STpNelQ.6 m PO BOX 1027, 9Q !y I / I6 , ti f y, %` GEOTHERMAL "•. EW "FOOL" .1� TERRACE - \ I ?q 0) �. WELLS TYP ,� '1 NEW STEPS TO TERRACE d a Q Cutchogue, NY 11935 d, �� 8 ' 14 "` �` / _ - .%j` OUgE ; : ry SITTING Pd�ao� x <' ® L ;,{, p� - AREA RELOCATED BEACH STAIRS AND LANDING � � 2500 Nassau Point Rd s' / // ti ' AN Y l GATE 7 S O ' ' ARE? ;7?>8,.5F FLA01� I 14'-5" PROPOSED STEPS 1000-104-12-14.1 I - / _ I _ -, DWELLING WITH PUBLIC WATER Ex1sT�s / ~'-^ / / ,f `,: LR*EL1/ +12:2 + I TO BULKHEAD DRIVEWAY ENTRY 12 / /a O I +10.4 i -To-BI= REMOVED / � _X�G1 �t/ I 12 1 34' +12.1 10.0+ '�� EXISTING TREE / ) - - U� �t< - �� L IBBQ PROPos>=D PLOIoD I 50'-0" PROPOSED POOLcq / I I.B+ 11.8 PrQ -� RED PORCH HOUSE o TO REMAIN , 16 /, _ i l0. AL_ T - TO BULKHEAD46. r / 1 /_ - - / Pu�it's'fATION'iN 12.1 I PROPOSED POO IX EXISTING 1 t 1 TO K L HOUSE rn TREE�Q / / + O + _ - cRAw1: 6QAcE . 4v+ m ❑❑❑ _ 1 + (i I I HIGH WATER MAR NASSAU d.-{ r:01= RE5IDEN�E� .,1. El ,-jC �� -_•t I EXISTING WOOD BULKHEAD POINT I 14 �RENIAIN _ f //ry0 ;' '':`l?; ; ;x;:..r;,:y. hx. 10' ii BAJIA 5H I - I 23'-I" EXISTING RESIDENCE e 4 from zsA ROAD ✓ / X4 f PA KIN URT 4 u I FIna wed uments / 6RA ly R AG i/�j xs:` x1'' ` 11' .O+ - I __ Y�I N _ - I EXISTING BUILDING 1 reviewed d�c PROPOSED NEW ^ ' G `1 / I I.b+ 13b` z - " DIA STRUCTURE TO BE REMOVED Dat Fit # 3" P r X44�t63 / O�.�' Date: 8x4 ti u v N EE I 112'-1" PROPOSED RESIDENCE UNDERGROUND DRYWELL WITH p 12 Ai NEW::. I'�';"; ® a METAL INLET GRATE FOR d / �y�p _ L�id1SERGROUNDnY' _ 0 I ry� I TO BULKHEAD STORMWATER RUNOFF FROM ' pR/ F SANITARY LINE i I G ' <=' �! I I.q I 14'-7" EXISTING DECK D RA I "AGE CALCULATIONS DRIVEWAY SURFACE TYPICAL iQF Q4 4 DIA SDR-35 N Q;S SEDRO s Ky x<.`;: A ST Pp N� HIT _ l� I / c (GRA ITV FEEor fI,;CRAWL^ PAGE X' V, -'�s�roi �; J o PROPOS D I TO BULKHEAD AREA OF RESIDENCE DW-A 11.2+I I;g _m +ILI ? ;S oR►Es .. :: y I- �` NEW f 50' SETBACK FROM BULKHEAD ) / �' + TOX 11 GR055:, : . 12.1 25'x551 1 DRY WELL AREA x RAINFALL x RUNOFF FACTOR °tf Z I O 2' F1.00�D 11.60+ ;r-: - Xr ,� ;� \;;_ %� v GEOTHER�AL / I EXISTING BEACH STAIRS AND (DN-A) 2,337 5F x (2/12 FT) x 1.0 = 390 GU. FT. IAO TEST HO A k. , 13.6 1 .� cA Q• M PROPOSED NEW SEPTIC SYSTEM FOR m n 8 .y,. 8,327:5 ;. K,.,,<> I WELLS TYP I LANDING TO BE RELOCATED USE: (3) 8 DIAMETER x 4 HIGH POOL 8 BEDROOM RESIDENCE AND POOL HOUSE 1/2 - I min EL +.6.0 x _tiF .,I# ST F 1v FLS:'- ,; 18-5 �_ I EXISTINGNON-TURF (5) V X 4' STORM DRAIN RING = 506.'1 C.U. FT. M / Xf� L O LG O LG O I I BUFFER TO REMAIN J g. Y ti - 2000 GAL SEPTIC TANK (ST) S se tic II.B+ �!� EL1=� +14.0 �t� II PROVIDE ADDITIONAL BEACH GRASSES AT PROVIDED REQUIRED Lj N Q o M - CLEANOUT _ 10 d 8 10.6+ / ;' `GAk6E=gts`g.,• < . , - I 506.1 GU. FT. > 390 GU. FT. °� 1 - I BASE OF RETAINING WALL w F 3 a XP, P� O G O GLEAN OUT - tY,..E1:E�/"+12;0 `"< n ? I w z w x (6) 8.5 FT x 4.75 FT x 4 FT LEACHING -C� LG LG L _ r ., u. - ; : ., ,f;, ® 'I_ I AREA OF RESIDENCE (DW-B) a Z LL +11.9 65.6' 11.9+ - . ' . �=r5�'�°`GE> �n I EXISTING TREE TO REMAIN = W• w N GALLEY (LG) / C E r;Y 1. I DRY WELL AREA x RAINFALL x RUNOFF FACTOR u o H �, LD' b:O. ti z =_ } - _ - - _ _,.. REPAIR/REPLACE IN KIND BULKHEAD TOP WOOD GAP r - (3) 8.5 FT x 4.'75 FT x 4 FT FUTURE / `;- -`tf ;O1, ' ;�f-"�r" _ (DIN 3,210 SF x (2/12 FT.) x I.0 = 545 GU. FT. a o 1 mfn 0 6 y", k as <; -� I . +I I. 50- PR ED POOL W = M EXPANSION (EXPO LEACHING GALLEY I / O \ ��% 12. }.<` v k%; <v > rf PLANTS �- ® 10. +2.8 EAD `, () L F n T + 9 OPOS 5. ' '.y TO BULKH USE I 8 DIAMETER x 4' HIGH POO (1) 8 X 4 STORM DRAIN RING = 165A GU. FT. M FLOOD ZONE LINE I O T u, X! x -F> k1,4.0+ u-m_ ❑ gyp❑ �� 6Q'-I" PROP usE: (4) e' DIAME R L Q I- i� Y - �� ❑❑❑❑f�❑ - OSED POOL u x; >r<, < TE x 2 HIGH POO EXISTING STONE WALL TO BE 1✓R n� Q v x :, ;xX - HIGH WATER MAR ) 8' IN = 422. FT. a I >, REMOVED 1 - �.;,;Y <�` �r x •' kms;: `�` "z�> ''�� K 1 PROVIDED REQUIRED • < h Yrx •5 rx,> fix.: r ;>, in I HIGH WATER I-I6-201'1 NEW STONE WALL CD I 1 11.8+ 88.5' 11.8+ +11.9 wy FLOOD 6 I 591.1 GU. FT. > 545 C.U. FT. 0 1 I \ 5.9+ ZONE AO ZONE VE I +9.1 1 2 GEOTHERMAL WELLS - ALL (IS) WELLS AREA OF POOL H N/O/F 1 IL x I TO BE CLOSED-LOOP SYSTEM DRY WELL AREA x RAINFALL x RUNOFF FACTOR Goldman Shannon I 4 1 EXISTING WOOD BORDER TO BE REBUILT AND (DA-0) 1,461 SF x (2/12 FT.) x 1.0 = 244 GU. FT. McKeand Deborah EXISTING P OPANE TA K GAT \ m 8 >� USE: (1) V DIAMETER x V HIGH POOL 2650 Nassau Point Rd, TREE TO 3 I cJnNDERGRO �e AN GD BU v INCREASED IN HEIGHT TO ELEVATION +10.38 STEPPED I p (1) VX 6' STORM DRAIN RING = 253.4 GU. FT. OF Ne 0 5.8+ +6. DOWN TO ELEVATION +1.5 SEE DETAIL 3 p'� � Cutcho ue, NY 11935 REMAIN I o x x F x \� x x E x x x E sw le j I PROVIDED T > RE4QUGRED 0 0 1 B B F F E B B E 00 39 5 S C. S 2650 Nassau Point Rd ( \ G 1000-104-12-15 _ - _ �Sx x _ x _ _-FENCE, - +2. EXISTING WOOD BULKHEAD AREA OF DRIVEWAY (DW-D) NEW BEACH GRASS IN EXISTING NON-TURF BUFFER DWELLING WITH PUBLIC WATER PROPOSED SILT � � � � � - _ � DRY WELL AREA x RAINFALL x RUNOFF FACTOR FENCE DURING S 80'42 0 W - 6 _ _ - 05.76 PROPOSED SILT FENCE (DW-D) 5,91'1 5F x (2/12 FT) x 01 = 451 CU. FT. CONSTRUCTION PRO OSED NE TIMBER CU f�B _\ ROP05 ED NEW STEPPED TIvIBER 6 +3.4 DURING CONSTRUCTION USE: (5) V DIAMETER x 4' HIGH POOL 30'x" F0�1T -PATH TO BEACH / � � � PROPOS�D SILT CURB E EV 6.5 MIN (6" OVE FIN (5) VX 4' STORM DRAIN RING = 506.1 CU. FT. � 8 \ �ENGI=CURING GRADE _ _ - \ I 50' SETBACK LINE FROM BULKHEAD PROVIDED REQUIRED i�, y8350-'� 12 _ I - - - CONSTRUCTION 8 _ 1 / + 1 506.1 GU. FT. > 457 CU. FT. N/O/F - - - - �- _ _ - - - _ - _ NEW WOOD RETAINING WALL 20 FT RETURN FROM AREA BETWEEN HOUSE AND BAY (DW-E) Monaghan Kenneth _ _ PS4P@SE1�-1fE1�YcrDERGROUND - - - - - _ - _ - PR&. o!O EIZNE6/• - WATER SIDE SEE DETAI 3 DRY WELL AREA x RAINFALL x RUNOFF FACTOR g - 10 - DRYWELLS W/ MTL GRATE FOR -' - - - 0 _UNDERGROUND DR _ 39 PROJECT NO: 90 Fifth St, 5TORMWATER RUNOFF FROM FOR �YORMT-NATER RUN FF - 8 (DW-E) 15,615 SF x (2/12 FT) x 0.15 = 3qo GU. FT. 1709 Garden City, NY 11530-4410 FROM BUILDING STRUCTURES ��f\ FLOOD ZONE LINE USE: (1) V DIAMETER x 4' HIGH POOL DRAWN BY: 2750 Nassau Point Rd SITE (TVP) I (1) VX 4' STORM DRAIN RING = 168.9 CU. FT. UT 1000-104-12-16 PROPOSED NEW SLOPED HOG NECK BAY USE: (3) V DIAMETER x 2' HIGH POOL DWELLING WITH PUBLIC WATER (5) VX 2' STORM DRAIN RING = 259.5 Cu. FT. CHECKED BY: CONCRETE RETAINING WALLS / (LITTLE PECONIC BAY) PROVIDED REQUIRED TS SEE SHEET II EAST ELEVATION 422 GU. FT. > 390 CU. FT. FOR HEIGHTS SEE DE AI 2 2 sty fr dwell AREA BETWEEN HOUSE AND ROAD (DW-F) DATE: 3/27/19 / DRY WELL AREA x RAINFALL x RUNOFF FACTOR LINE IN BETWEEN NEIGHBORING (DA-F) 8,654 SF x (2/12 FT.) x 0.15 = 211 CU. FT. SCALE: \ N/O/F BUILDING STRUCTURES USE: (5) 8' DIAMETER x 2' 1416H POOL ill = 201 - Off / Palmeri Philip M a (5) 5' X 2' STORM DRAIN RING = 253 CU. FT. PROVIDED REQUIRED SHEET TITLE: 9 Hilton Ave, Q 255 CU. FT. > 217 CU. FT. \ Garden City, NY 11530 tRd AREA BETWEEN HOUSE AND ROAD DW-G / 2615 Nassau Point Rd � � ) s DRY WELL AREA x RAINFALL x RUNOFF FACTOR 1000-104-13-7 0 (PN-6) 12,584 5F x (2/12 FT.) x 0.15 = 315 CU. FT. \ WIRE FENCE W/ N / DWELLING WITH PUBLIC WATER a USE: (2) 8' DIAMETER x 4' HIGH POOL SITE �� FILTER CLOTH (2) 8' X 4' STORM DRAIN RING = 331 GU. FT. PLAN PROVIDED REQU I RED FILTER CLOTH MIN. 6" SURFACE DE DRAINAGE SCALE. �� ' 2��'0�� 337 GU. FT. > 315 GU. FT. BELOW GRA E F-1-ON SHEET NO: TEMPORARY STORM WATER RUNOFF CONTROL MEASURE EROSION & SEDIMENT CONTROL DETAILS NO SCALE CONTRACT DRAWINGS z W ° C7 m O _ U M ----------------------------------------- ------------------------------------------------------------------------------------ U 0 Q O WEST ELEVATION SOUTH ELEVATION z O SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" Q_ D Q Q z L0 tV ---------------- I \ I i \ I � I � \ I NON-HA E3I TABLE A CCE-55ORI' USE I >— / ------------------------------------------ � i� `\\ 06 Z cn Q / O i I `\\ Ll.l J• w z w z LL / I `\ = W• U w o [Da g Dept copy Ln O from ZBA I \ al reviewed documentsN-----------------� \ A File# 'ter./ .+ /�`-�• Q I—• v N co- 32• �� iyy'. � � 1 � C PROJECT NO: 1613 DRAWN BY: TS CHECKED BY: I= L 0% rh Pot in mov L 'A' 14 SCALE: 1/4" = V-0" DATE: 2/25/20 SCALE: 1/419 = 1' - 0" SHEET TITLE: EXISTING CONDITIONS SHEET NO: u els EXISTING CONDITIONS REVISIONS O�,I 5/14/11 ENLARGED PLAN (� 7/3/11 LOEWEN �J�I 1/-I/20 PLAN CHANGES _ TO G I RLS' ROOMS, 31'-111 NEW BUNKS IN E RECREATION ROOM I 1_2211 CANTILEVERED ROOF DECK w/IPE DECKING OVER WATERPROOF MEMBRANE, w/GABLE RAILING. ' SEE DETAIL SECTION DHI3226 DHI 226 DM 226 -1N ------------------------------------------------- 41-4 - -------------------1�onr king T LIZ'S CLOSET3-2 4-42 - 3- N _ ------------- ___________________ ! i G TWMDRAL otILI w/IURNAMEN-rjAL Iii Z i ! BITAMS ABO t i i _ 1, ,^ W queen i i ! 1 l i ! I—�I7. N N p --2x1o�16�� -i- , --- - ! - _ EDROO _; m = DE K i- - _,- O o L� JUSTIN'S OT�SET o ! FLOOkiNS ( � TR Y 1 , 10-10 4-O q 6 '1a-5 V I I I I —IN I X I I I I I �•-• ' m GUEST ' .. - -�- ---__-_--_ - STRUCTURAL NOTES: nl BEDROOM ;; 8 GLC. =ICV (2)2x10 MINIMUM HEADER } -WOOD FLOORING `�sr+ C = I �o ; -ICV LVL = 1-3/4"x1-1/2" MIGROLAM (UNLESS NOTED OTHERWISE) 3 x10 ®9' cV co Q ----------- - •� E DHI 42 O ,. _ _ I 1141-5 II 31-2 11 CA] �1` m&3r LR. 2 N � -KV --------------- 2x10®I6' = o '— o, MASTER x - -- ----------------- BATH #2 N O -I ------------ - N --- <10 16"/ J m _ SECON EJFLOOFr%w" PLAN m 5,-4 I2'-II II F LAUNDRY -r�tV m� Q \ 4'-52" 732x84 FLR. - � SCALE: 3/16" = 1'-0" D 11 - ., ``\, _/ • 1 1 I V I �--- _ -------------- d1 LO ------------- i ! ' WOOO FLOORI i d' FRONT PORCH ROOF w/WHITE EPDM ROOFING j (3 I-7/8"I LV HDR I I N I I \� yI RAILING ; i 1 ON 30# UNDERLAY ON /4 PLYWD. DECKIN6. I I I , PROVIDE ORNAMENTAL RAILING PER SPECS, __- -__- - J w -i `_11 i i LU ! -� 3 u _ ------ - t - ----- ,1`�11TL --- ----= ------ - ATTAGHED 4 FLASHED AS REO'D -----------_r, ______________� i-_-- - _ ___--________ I I --- \--SE,4t1�1EI7-Ctt�.r-- -••�- � I -------------- =ICV IQ-- m N ry O 4 QC �; I �9 z'�i p'-' r — -, N Ij V , LQ vi I_I � � '!, v � I II I I � 1 I li I o Oi -flN li ii o. m Z , ---- ---- -- ----- -------------- ---- -- - -x ----;----- -`Q- = --------J --n ----- -- I x--- = --1-----------� - --- ------- ------- -- T--`Ttf -------------- f=--- --------� -- `-- ----------- -- -----------� - �a�7t---- �� 1 1 1 I I - I I ii ,I, m i i ! W1�. RAILINSI I -KV H CSL LIN °+� I1 I 511 Z I m I h ---�-'�--------------- CD --- V _� ----------- --- ---- r ` � N J �• Y ---------- ---------------- - ' DN m GL � 1,' ~ ° � fn W _j• V x 3 D --- ---- .�_ _ _ i �IL � BATH m = a W LL TRAY Le. ABOVE W a M o - — U m M ALE KANr7fZA It. S- N p l Rte— q'-4" N x WOOD FLOORIN i N i I _ III t; N I I'-7�II 0 3 I 11 TRAY CL6. ABO ROOM I — I I I +� WOOD FLOORING (o i 11'-211 i t j `t = 1 Gs�B�0 0 ATH #5: n9 DHI 2634=DHI •=DHI 2634 - I • ° ILE FLR. -- -- ca o6lz—cn�o6lz - -- ---- -KV yam ` �.� I I I t I }- --------------------i-- - -- �`y it 1 1 I ( )2x10 HDR VL — I I I ( I - - - - - ' (3)a-I/2" L i _ °+� +� Dill 226* cluean i i �2+� I Y 1 1 i DHI=Loo N�ALL +�� G III ALL m 81211 PROJECT NO: 4' high b�c wall I I I �/ I 1 1 1 I c�+ 1709 king ---------- ---------= 11_1 11 ' DRAWN BY: g - I --------------------------- ------------------ STANDING SEAM METAL ROOF. SEE ATH #5-��4 I ! BUILDING SECTION AND SPECS TS TILE FLR. , 1)✓ = CHECKED BY: O 1 1 I REG E, � IDN OOM I DN -- ---- ----------t---------- ------- ---------- ----1 ---- -------- -------- ---------- -------- ------ 31 311 SELL 'S = w i 0 '� DATE: 1 I r 1 —ICV dl ; X A ROD r ; cv 3/27/19 PROVIDE METAL PAN FLASHING AT I-0. ALL WINDOWS/DOORS FACINS SCALE: I -6 8 WOOD FLOORING Q ' _ 11 \ I I I I r WATER (TYP) = K I 3/16 1 0 \\, g� I = TILE IFLR. j SHEET TITLE: ;CiUdGn \ ; .!. 1 1 1 I 11 ------ ---1--- -------L ---- -_- - - BATH ------------------- --- -� ----- _ 3f1-I/2"LVL_ I _ �� o 'Q�' g I (2)2x10 HDR °+ (2)2x10 G�- +� _-- I SECOND D -- HDR FLOOR CN M2=-CN 0812 CN 0812 CN 0812 CN 12 ' Jlk °� 6' PLAN 7L5 1 ? 3 2.021 SHEET NO: I 7 I_if 11 11411 C1_i(11 4'-1 n11 �I_1111 4'-II' ��' �21171_OI 11 8'-IIII -1T 1-T .7 ''TT ` L 7`S I7'-611 �-O" 14'-1111 211 II'-3" 15'-1211 21_ 211 CONTRACT SET REVISION: RESIDENCE FIRST FLR EL +14.0 LOT COVERAGE TABLE / 1> 5/30/19 GARAGE FLR ELEV +12.0 CRAWL SPACE ELEV +6.0 POOL HOUSE SITE AREA TOTAL: 55,6-72 sf TEST HOLE I ALARM PANEL W/ ELECTRIC, LINE TO PUMP NO SCALE T E UA VA FF EL +12.2 +12.1 PUMP STATION IN CRAWL SPACE OF RESIDENCE UPLAND SITE AREA 52,204 sf BY MARK McDONALD GEOSCIENCE SCTM # 1000-104-13-06 GRADE EL z GRADE LINE SOUTHOLD NEW YORK 11971 PROPERTY: 2455 NASSAU POINT RO GRADE EL +II. lu ELEVATION +11.8 GRADE LINE GRADE LINE ' ADDRESS CUTCHOGUE NY GLEAN OUT Q CLEANOUT ELEVATION ELEVATION AREA. SALCULA�TIONS I"OR UPLAND SITE APEA� TEST HOLE DATA 11/8117 ELEV. + 6.0 ' li0.1 MIN. 2' MAX. +10.6 STRUCTURES EXISTING PERCENTAGE PROPO PER E AGE 1.0 FT. DARK BROWN LOAM OL OWNER: JUSTIN & ELIZABETH MIRRO JUN 1 9 2019 3 GREENACRE COURT I/4"/FT. MIN PUMP I/4"/FT MIN HOUSE: 2,282 Sf 4.3�% 4,55q sf .-73% 1 4.9 FT. BROWN CLAYEY SAND SC KENSINGTON, NY 11021 �- ,r 18"/FT MIN TOP OF POOL +8.1 � a 4" dla 5DR-35 STATION 4" dia 5DR-35 SEPTIC septic 4 1 EACHIN ACC STRUC: 52-1 sf 1.0% -748 Sf 1.43/o WATER IN - SITE: 55,672s = 1.278 ae T0o'11't O'k� ,10, U1 7XI (GRAVITY FEED) IE. +g.56(G VIN FEED) TANK SDR-35 GALLEY BOT OF POOL +4,1 PORCHES: 0 sf 0% 1,37-1 Sf 2.64% 8.0 FT. BROWN CLAYEY SAND SC �i ZONING: R-40 IE. +-t.86 DECKS: �f I I Sf 1.74% O sf 0 '= SURVEYOR: Harold F. Tranchon, Jr., PC IE. +10.4 IE. +8,36 IE. +1.-111 WATER IN PALE BROWN FINE SAND SP ,� P.O. Box 616 50 MAX � GROUND WATER +I.I POOL: O sf O% 152 sf 2.Cf2% a 17 FT. Wading River NY 11792 � 3' MIN TOTAL: 3-120 sf -7.11% 8 20rt sf 15.73% 1 Q COMMENTS: WATER ENCOUNTERED 4.9' Z c 631 929 46950 34' 75' 60' BELOW SURFACE, ELEV 1.1' LICENSE #048992 W a DATED 01/16/17 SEPTIC PROFILE 2 sty fr dwelling a 8-8-2017 TOPOGRAPHICAL 0 (N.T.S.) N/0/F DATUM NAVD 1988 Rathgeber K A Irry QPRT Q �- a ge er rry QPR2F�- PROPOSED NEW UNDERGROUND = 111 Cherry Valley Ave #507, PUBLIC WATER LINE Garden City, NY 11530 PROPOSED NEW UNDERGROUND LINE IN BETWEEN NEIGHBORING V 2325 Nassau Point Rd ELECTRIC UTILITY LINE BUILDING STRUCTURES C A 1000-104-13-5 LO I zu DWELLING WITH PUBLIC WATER FLOOD ZONE tNe LOCATION OF EXISTING SANITARY SYSTE TO BE V / ON M A P ABANDONED - FILLED IN OR REMOVED 15 REGU I RED I EXISTING EXISTING GARAG STRUCTURE EXISTING TREE TO REMAIN NEW STONE EXISTING OVERHEAD TREE TO WALL UTILITY LINES TO BE REMOVED NEW STONE TREE WELL SURROUNDING EXISTING TREE NEW WOOD RETAINING WALL 10 FT RETURN FROM Mind / REMAIN creek ro�dwaters' EXISTING UTILITY POL PREFAB YARD BASIN (4x4 W/ MTL WATER SIDE SEE DETAI 3 „ , ove, 30'-O" GRATE PIPED TO DRYWELLI "E' /' '. ate WATER METER PROPOSED NEW PROPOSED SILT FENCE / K LINE �' / i'''i' / 50 5ETBAG POOL EQUIPMENT ;�, I UNDERGROUND PUBLIC DURING CONSTRUCTION / ,,,. /,; �.; ��.� WATER LINE FROM BULKHEAD 20 N 80.42 00 E / / 333.84' ACTUAL 2 %' '%�% /' ° %- 1. z j ENG I \U; , / -� c u PROPOSED SILT FENCE LU O F / M 16 / 2 - E - DURING CONSTRUCTION F 20 / 10 / ilk o GJ. - _ - - / x + ZONE X I NEW BEACH GRASS IN EXISTING NON-TURF BUFFER a. Pec°"'c eay %' " 7 - , - - - - - LL LL REBUILT AND EXISTING WOOD WA TO BE ��/ co / / y G _ / I- -I i / / r( _ - 1 I INCREASED IN HEIGHT TO ELEVATION +10.0 ! %ij%ii d " Q N 0 F �7, 2 I - _ / 1 4 FT Npl= •/ >" , - - I rTi SEE s j;;!;� ;/ ' 4 Maguire Carol A Family Trust ,p O 18 --/ ALKWA SAT H O "1 .OSEF> 5-rpNE IQ,6 I '// %%%/ / PO Box 1027, 90� / E ROOL :<` RGE - \ ' pa i; � I6 � STONE R E / '�\ / GEOTHERMAL `f. : � �, , / A � � j Cutcho ue NY 1 1935 G - 1 NEW STEPS TO TERRACE g � i ' / - - L ', .' "'' ' S' �s, g / / ICONS UGTI N ® AN A o�� 2500 Nassau Point Rd ' Az� L� - - - - Gt3� R-. �-,- RELOCATED BEACH STAIRS AND LANDING i. , ' i' /�; ,,. Z 1000-104-12-14.1 / / - - / GATE 7 s O I ` ;ARE,4'%7,F8T5F> 1'1.001?' _ 14'-3" PROPOSED STEPS j';ji " " I ExISTI 5 / � � / / � ,LR:;EL"EV"+12.2. �� ., ;%i", ;,,,; ;ai" � DWELLING WITH PUBLIC WATER � '� DRIVEWAY ENTRY 12 •� O I y. , � �� +10.4 I TO BULKHEAD /" % �� / '%'j '"; I / -To-B>` REMoveD , - / ��'� +12.1 110.0+ I I ;. �, �� ' / PLOIOD 50'-0"PROPOSED POOL HOUSE / N EXISTING TREE / - 1 �� ti�� 1 1 � � �� / 'y'a � II.B+ ' II.B Pr'p � RED�PORCH,j- i 5 /. TO REMAIN / 16 / � � �i � r � ��. r'Q- _ _ � I TO BULKHEAD P 5E 70 PROPOSED r / f /- - _ / I'UMP.' tTN`1 �X EXISTING I TO 9 HI H z - / wA / MAR / _ .�'�pa;G�"" S` �Yb+ �❑❑ � TER K rn m ❑ ❑� I EXISTING WOOD BULKHEAD NASSAU ��Z - AINe + flFazEfi G v _ - i POINT z = I / 'x `' 10' BA A SH - 23'-I" EXISTING RESIDENCE to 14 / - - � min I �` j' TO BULKHEAD � r l3 ROAD 7U c ft / x4 PARKIN COURT 4 : OtI1ND ` EXIS 10.3 RAG , ,��` ,� ,,.I u� .0�� -� - -I I + - - Y�Ii\ = - - � - I TING BUILDING r" / 11.8+ n " �J � -' l I z " DIA SQR-� I - STRUCTURE TO BE REMOVED PROPOSED NEW - 8G4 / `, v - - I 112'-T' PROPOSED RESIDENCE UNDERGROUND DRYWELL WITH 12 / _ l_N RGROUND P✓ f W ® D_ TM EE I TO BULKHEAD METAL INLET GRATE FOR / =r C `' O - 1 �� :, STORMWATER RUNOFF FROM x4 VF FN" / SANITARY LINE -' Ai 14'-'1" EXISTING DECK DRAINAGE CA LC IJ LATI O N S sUR� Rq 4 DIA 5DR-35 `��,W�l; 5. PP G _� G12A.WL NAGE �` J f� I TO BULKHEAD DRIVEWAY SURFACE TYPICAL h / c 10."1+ +.X 5 ORIF . "%" �A� j�p,�� 8' O PROPOSD I (GRA ITV FEDI �_ AREA OF RESIDENCE (DW-A) X - 11.2+I, m xk055 12 I New Po L 50' SETBACK FROM BULKHEAD DRY WELL AREA x RAINFALL x RUNOFF FACTOR 06 Z I I I.6+ + - - J- �Y w ,y � �� "� <.," " v":Ex" 25x551 - i / 2 ,f3.00D HO k : C7 ,rhR A GEOTHERM�AL • / I EXISTING BEACH STAIRS AND (DW-A) 2,337 SF x (2/12 FTJ x 1.0 = 3qO GU. FT. PROPOSED NEW SEPTIC SYSTEM FOR mTn IAO g Th5T A g,3 5lv 13.6 �: WELLS TYP 1 LANDING TO BE RELOGATI=D USE: (3) 8' DIAMETER x 4' HIGH POOL Cl) a' C 8 BEDROOM RESIDENCE AND FOOL HOUSE 1/2 -*1 I min EL'. + 6.0 x 1 ST yY � 151-5 I / XF� L O LG O LG O , . , t y 1 I EXISTING NON-TURF BUFFER TO REMAIN (3) 8' X 4' STORM DRAIN RING = 506."1 GU. FT, J Y - 2000 GAL SEPTIC TANK (ST) - 8 10.6+ 5 septic II.B+ . EL �%; 14.0:,�`, m n I �� PROVIDE ADDITIONAL BEACH GRASSES AT PROVIDED REG2UIRED y Q o - CLEANOUT AL??4 �`�-s>= B 1 o 10 d� - �1 506.'1 GU. FT. > 3g0 GU. FT. W -J W z w x � •1 � :GLEAN OUT " - �E '�,p" ��; � � I / 1 BASE OF RETAINING WALL � � - (6) 8.5 FT x 4."15 FT x 4 FT LEACHING XP�P LG O LG LG O _ �- u'< 1 - EXISTING TREE TO REMAIN AREA OF RESIDENCE (DW.13) = a Z LL GALLEY (LG) / +I l.g 65.6 I I.g+ - W� j I I DRY WELL AREA x RAINFALL x RUNOFF FACTOR W• w '" z REPAIR/REPLACE IN KIND BULKHEAD TOP WOOD GAP a M - (3) 8.5 FT x 4.'15 FT x 4 FT FUTURE 5 / - CJ" ti r _ - (DW-B) 3,2'70 SF x (2/12 FT.) x 1.0 = 545 GU. FT. � o 1 mtn ® 6 � x �, -� I . + +11. 50"1 PROPOSED POOL W• N = M EXPANSION (EXPG) LEACHING GALLEY I / 0 \ �• ', PLANTS , 10. +2.8 USE: (1) 8 DIAMETER x 4 HIGH POOL v ' .9 / ® TO BULKHEAD (1) 8' X 4' STORM DRAIN RING = 165A GU. FT. M FLOOD ZONE LINE I T YAC / _ FI x� '` 0 - ❑ ❑ I :_ :: Q H• 0 USE: (4) 8 DIAMETER x 2 HIGH POOL FRO - \ x x r > .- tr tri ❑❑❑❑ -® 69 I PROPOSED POOL V ^; 'y> K 011 / TO HIGH 1NATER MARK 1 . FT. � N. EXISTING STONE WALL TO BE K 4 . ' - PROVIDED REGiUIRED REMOVED :r I \ F- +Il.q �y FLOOD 6 HIGH WATER, I-16-2017 Sall GU. FT. > 545 GU. FT. NEW STONE WALL o 1 II.B+ 88.3 11.8+ 5A+ FLOOD o ZONE ve +g.7 2 GEOTHERMAL WELLS - ALL (15) WELLS AREA OF POOL H N/O/F i 1 I x \ - ZONE- AO BFE II' j TO BE CLOSED-LOOP SYSTEM DRY WELL AREA x RAINFALL x RUNOFF FACTOR Goldman Shannon o Q (DA-C) 1,461 SF x (2/12 FTJ x 1.0 = 244 GU. FT. P OPANE TA K GAT \ m I EXISTING WOOD BORDER TO BE REBUILT AND McKeand Deborah EXISTING 8 USE: (1) V DIAMETER x 6' HIGH POOL 2650 Nassau Point Rd, I NDERGRO �e AN G �D BU v INCREASED IN HEIGHT TO ELEVATION +10.38 STEPPED TREE TO 3 cn I (U 8' X 6' STORM DRAIN RING = 253.4 GU. FT. OF NetV Cutchogue, NY 11935 REMAIN 10 1 B B F \ F E 5.8+ B B E +6. - DOWN TO ELEVATION +-7,5 SEE DETAIL 9 '� C O sw le � PROVIDED REQUIRED 2650 Nassau Point Rd I 0 \ x x \ x x 1 °D 253.4 GU. FT. > 244 GU. FT. fps S,� 1000-104-12-15 1 x w x x +2. EXISTING WOOD BULKHEAD AREA OF DRIVEWAY (DW-D) as® �G� DWELLING WITH PUBLIC WATER _ NEW BEACH GRASS IN EXISTING NON-TURF BUFFER PROPOSED SILT �� _ DRY WELL AREA x RAINFALL x RUNOFF FACTORo°b� \ S 80-42'00"W - 05.76 PROPOSED SILT FENCE (DW-D) 381'7 SF x (2/12 FT.) x O,'7 = 45'1 GU. FT.. FENCE DURING \ PRO oSED NE TIMBER GUi�B � � � / 6 ROPO�ED NEW STEPPED TIMBER 6 +3.4 DURING CONSTRUCTION USE: (3) 8' DIAMETER x 4' HIGH POOL � CON5TRUGTION PROPOS D SILT CURB E EV 6.5 MIN (6" OVE FIN 30`x" FOOT -PATH g TO BEACH (3) VX 4' STORM DRAIN RING = 506.'7 GU. FT. ' / 'F`nGE URING GRADE _ \ 50 SETBACK LINE FROM BULKHEAD PROVIDED REGZUIRED 12 -1 - - - CONSTRUCTION 8 1 / _ - _ \ + 506.'1 GU. FT. > 45'1 GU. FT. N/O/F - - - �- _ _ - - - - _ - - _ NEW WOOD RETAINING WALL 20 FT RETURN FROM AREA BETWEEN HOUSE AND BAY (DW-E) Monaghan Kenneth - _ _ P$4P65ED-NEYV ITDERGROUND - - - - - - - _ PRbl OSE12_t Yc / - - _ _ WATER SIDE SEE DE AI 3 90 Fifth St, 10 - - - _ DRY WELL AREA x RAINFALL x RUNOFF FACTOR PROJECT NO: DRYWELLS W/ MTL GRATE FOR - 0 _U_NDERGROUND DR 39 FOR �TZ51?�[ATER RUN FF �� 8 (DW-E) 15,613 SF x (2/12 FT) x 0.15 = 3qo Gu. FT. 1709 Garden City, NY 11530-4410 5TORMWATER RUNOFF FROM ��f\ USE: (1) V DIAMETER x 4' HIGH POOL 2750 Nassau Point Rd SITE (TYP) FROM BUILDING STRUCTURES i FLOOD ZONE LINE (1) 5' X 4' STORM DRAIN RING = 165A CU. FT. DRAWN BY: UT 1000-104-12-16 PROPOSED NEW SLOPED I HOG NECK BAY USE: (3) 8' DIAMETER x 2' HIGH POOL DWELLING WITH PUBLIC WATER CONCRETE RETAINING WALLS (3) VX 2' STORM DRAIN RING = 253.5 Cu. FT. CHECKED BY: SEE SHEET II EAST ELEVATION / (LITTLE PECONIC BAY) PROVIDED REO CU. F TS FOR HEIGHTS SEE DETAI 2 422 GU. FT. > 3g0 GU. FT. 3 2 sty fr dwell AREA BETWEEN HOUSE AND ROAD (DW-F) DATE: 3/27/19 / DRY WELL AREA x RAINFALL x RUNOFF FACTOR LINE IN BETWEEN NEIGHBORING (DW-F) 8,654 SF x (2/12 FTJ x 0.15 = 217 CU. FT. SCALE: \ N/O/F BUILDING STRUCTURES USE: (3) V DIAMETER x 2' HIGH POOL 1" = 201 - 0" / Palmeri Philip M a (3) 8' X 2' STORM DRAIN RING = 253 GU. FT. PROVIDED REQUIRED SHEET TITLE: 9 Hilton City, Ave, 253 GU. FT. > 217 CU. FT. \ Garden City, NY 11530 tRd AREA BETWEEN HOUSE AND ROAD (DW-G) / 2615 Nassau Point Rd � 1000-104-13-7 m DRY WELL AREA x RAINFALL x RUNOFF FACTOR �\ I (DH-6) 12,584 5F x (2/12 FT.) x 0,15 = 315 GU. FT. \ WIRE FENCE YV ' v ® / DWELLING WITH PUBLIC WATER CX SITE USE: (2) V DIAMETER x 4' HIGH POOL \ FILTER CLOTH (2) VX 4' STORM DRAIN RING = 337 CU. FT. PLAN FILTER CLOTH MIN. 6" SURFACE PROVIDED REQUIRED BELOW GRADE DR F-LNI NAGE SCALE: 20 1,011-01 33'7 GU. FT. > 315 GU. FT. `�'��- SHEET NO: TEMPORARY STORM WATER RUNOFF CONTROL MEASURE EROSION & SEDIMENT CONTROL DETAILS NO SCALE CONTRACT DRAWINGS REVISIONS 2/'2-1/101 FLOOD VENTS E 4/25/Ic{ DETAIL SECTION Ba'-10 5/14/la ENLARGED PLAN 8" THK. POURED GONG. FOUNDATION FLOOR STRUCTURE WALL w/#5 REBAR ®12" VERTICALLY, 24" HORIZONTALLY, w/36" SPLICE AND1 111 (2) #5 REBAR PER SPECIFICATIONS, w/LIQUID 13-3 2-8 101-10112_5 I 10-5 5-82 APPLIED DAMPPROOF I NG FINISH GRADE h , 10"x24" POURED GONG. FOOTING SET SMT. SMT. ON UNDISTURBED SOIL w/(B)#5 " 8 I NDO I NDO CONTINUOUS REBAR �� /WELL /WELL I ;'. n.✓+"y., ,s .r;`�+ ''r" 'a1..,5>a:• .;t:' h..ar,:'.,;:.,.' 'dw,, t,! TONE FAG I NG • '.�;. CULTURED S O TOP OFF UNDATION -7 j I r✓ kill, +51 AB VE TOP u-I OF FOOTIN - J ;� I � Z ® 4" THK. GONG. i -KV #5 REBAR ® 24" VERTICALLY w/WELL j t- f OI SLAB REI F. w/6x6, I �jt—(2)2x10 TR. WD. i W AREA TO BE FILLED - - i., [A i---------_ #10/#10 NIM COMPACTED r;=h: a: _ r'. i X \ # REBAR 24" HORIZONTALL n - - _#&B _ „ at ; c �- �' (3)I-3/4"xII-7/S" LVL Cj : _ � 8" THK. POURED CONCRETE ' N OUT STONE FAGIN ---------------- II_"1/8" TJI/360 MI6" FJ _-_--.-.-._-_--------- I ( )2X10 TR. WD. ----------- -�---------------------- 4" --------- 4" THK. REINFORCED GONG. SLAB ON COMPACTED SUB-GRADE I - rs 4'-311 +5.8' GRADE ® TEST HOLE B-I LLL COLUMN ABOVE - V — - - - - - . ..II,'. �' �;:. ;f' t. _..:.„: .,.;.:,..h. ,:•, w:�; y i I 12” DIAMETER GONG. 0 :.;,.�:, 'x= G` � '`� +�: ' .�::.t�. .,•<,:I�£f ,.>zw•',i,�,s; .:.�,:...::; r„`r ;.. � .t PIER w/GALV. ANCHOR ,:R1Y•Y ..l .y,'rn,.,% .,,.. -.;w'.::�•i_..t;,;; n_`,:c�:• •,`'i':�:.+nr (� Q {; t} s. ;.•._�^�> +�x �::.: _.. .r"�'^�::,.:�•' �� . >- \ 10x2 STL. 8 N5X18 STL. M I x24" POURED 6ONGRETE N 44 12 I 13 5 'CULTURED STONE FACING ,r OOTING w/(3)#5 REBAR, TO ..�`'y i 81, I +2.6' BOTTOM EXCAVATION ``" EAR ON VIRGIN 501 L - M• I 2x10 LEDGER w/TIMBERLOK -ICV \ Yryfi• t'.r..)Y. n K %ip,: ;;� II .:r- �p `.3,15 S •ri j WOOD SCREWS @16" o O - - - - - - — PROVIDE 3-I/2 DIAMETER m 13-o STAGGER TOP BOTTOM TYP. _ PVC DOWNSPOUT IN TWO m - I ' +2.0 BOTTOM FOOTING a�{ ; w _ - ) O 1 'te, ilyc;.,: COLUMNS, THROUGH PORCH ` �' a - - - - BELOW TO DRAINAGE PIPE cV AND DRYWELLS X ti. ( 2X10 TR. WD. tall Q FOUNDATION DETAIL cn SCALE: 9/16"=1'-0" =KV "j ' ,.�.w <:4:,�s;• I to ! , i N to %t m 24"x24" GONG. PIER TO GRADE _ +�: = %fly p ON 12"x36"x36" TYP. FOOTING dJ WBxI S L. M 8 18 STL. B PROVIDE FOOTING AND 3. ___ DIY FOUNDATION FOR SUPPORT '. 1 1 11 8" w N i w OF MASONRY FRONT STEPS 5'-1.2 1_31, 1_21, 18'-62" �� '7'- 2" Q ,: I 'r 4" THK- 60NO'�1 � � I a�• i lo'-5" u� SLAB REINF. T/OX(O, FILLED #10/#10 WWi�ir 17 t(1 r AREA ": I - I ( )2x10 TR. WD. Vow Xm fiL��..�� 1 r ,I I �� •��' rr" //I 3-I/2" OUTSIDE DIAMETER Sfi. PIPE I_ uu1mLjAT1uim Er--" LA'm N "'' COLUMN ON 36"x36"x12" FO TING j i �, _ "M1 5 REINFORC w/(5)#5 BARS EACH WAY - SCALE: 3/16 - 1 -0 1 1 1 111 I /11_511; 10-I , 8-6� 7- :;� F I6i' lb" GONG. PIER TO GRADE ON —IN I ' 24"x2-l"xl2" TYP. FOOTING -1N Ci NOTE : W8x18 STL B I ,,t' _ M c. j X 9) N Y' "yt: �_;. I ST BF' ENSURE FOOTINGS BEAR ON VIRGIN SUBSURFACE, OR I IOE SPRAY j o� Z ON COMPACTED MATERIAL IN ACCORDANCE WITH *sa:t:-+ ''i,`'••`_`". I :: SPECIFICATIONS INSULATION IN JOIST CAVITY p; 2'—O" (n Q. o =Kv 1 11 I �`----___ ABOVE), PER SPECS 5-lo 1 �1 i p o w <. I TOP OF FOUNDATION I +, I N o ; .OI +8'-O" ABOVE TOP ; W -�• W z 3 x OF FOOTING rI J _ W a.�� Q z ,ai . _ I W L , 04 a' I I 11 m W OUT STONE FACING YELLOW PINE STAIR m to ^4 TO ABOVE w/2x4 r' / N co' p HANDRAILS , _' I ; ' WSxlb STL. BM xl8 STI-. M W8x18 5 BM ''�'�*t'" t:�;7,a e•n: Q•r.. •»�1>j. 50 8" _ I ! - _ 3'-lo" 10'-O" 2'-6" 18' O" 2'-611 lo'-O" 3'-l0" N11-41 „ II'-'711 114 NEbyy I 11 •d: /�N RA/ �L•� S1 ACE �`� 6 —oll ?, g ��S C. 5gA9GnT�' v — 4ti7 '' ii'4t�•, ,1: 7%" :Y' at-loll-1 D :!'�.'-" t�i'.c'erfl •r+ Y+ •.+ ..:r,.vg... .,.. 't 1 II / QI II .i.• �a i b/ �{� i, j: 1 r TOP OF FOUNDATION WSxI5 STL. M e183, 3 / '; ,. ;•rr.'.. .ay.'sl0r.p.•' ;ins::'ry,'ti,,, r' ,`i.•V +8'-0" ABOVE TOP f; • PROVIDE 2"xI2" LEDGE AT ALL I O Ofi FOOTING HANG i -- ` z INNER EDGES FOUNDATION _� "'° ' r JOISTS I IN _0I r: WALL, FOR BEARING OF SLAB I 11_811 I B'-10 '� cn 1'-511 PROJECT NO: N. 11 1709 w TOP OF FOUNDATIO SLA REINF. w/6x6, r ! 10 5 DRAWN BY: TON FAC I NG '„ I O +61 ABOVE TOP ; PROV I D 4" SHE I N # k j lo/ to wwM • Ii TS j I OF FOOTING FOUNDA ION FOR !_.OWER _-_- > \ i FL OD VENTS IN LL CRAWL SPACE. O :yx FRAMIN AT MUD/tIEGH _ - ---� �\ (52x10 WD. - CHECKED BY: tn = DATE: 3/27/19 r: _ �_ SCALE: TOP OF FOUNDATION b" THK. P URED CONCRETE '" O I `\ x 1 v =KV - _ +y +8'-O" ABOVE TOP SLAB AB VE, REINFORCED r ml `\` m II-7/8" TJI/360 ®16" FJ ��' NQ �—(2)2x10 . WD.� 3/16 - 1 0 OF FOOTING w/bxb, W .O x W4.0. PROVIDE �> x -� m _____________________ ____________ _ ____ I i SHEET TITLE: ;J SLAB INS CATION PER SPECS u ;F FILLED 4 ICOMPAGTED AREA r r ` (5)2x6 TR. - ; m I PIER w/GA V. ANCHOR I _ M. POSTS s :- (3)2XIo TR. wD. FOUNDATION O y (3)LVL HDR -ti.. Cr• 'N• 'S' ''Y'NSr. v PLAN PROVIDE CONTINUOUS REBAR Y7 I BETWEEN FOUNDATION AND r' FLOOD VENTS IN LL TO CRAWL SPACE. SEE SOUTH ELEVATION AND SPECS. 8„ RETAINING W y. 3_O PROVIDE FRAMED OSTS BETWEEN SHEET NO: v,. OPENINGS, w/(3)2x6 POSTS REINF. MASONRY TAINING WALLS, 4�i' O" 17'-02" IQ'-32" APPROX. I'll LON:'5, FROM UPPER TO 10" I IO11 „ LOWER GRADE, w/5 GCo FINISH 88'-4" xr I I'-lo" I I'-I" - --- { --------------- - - --- -------------- - --- -- CONTRACT SET REVISIONS 3a'-10" 4/3/I�t GYM DOOR 10'-1211 5/14/Ici ENLARGED PLAN 5'-10211 12'-3211 8,_a„ 2'-1011 TYP. WALL CONSTRUCTION: E CEDAR SHINGLE SIDING ON 30# BLDG. 52 12-22" 32 32 PAPER ON s/8" PLYWD. SHEATHING ON 2xbg16" FRAMING, w/INSULATION PER SPECS 52" HO E BIBB 1 2 N CUDH-NG 3228' CUDH-NG 3228' g1DH- G 3228' (X1DH- 3228' (X1DH- G 3228* = 7 WOOD FLOORING krn TAPERS LVL °O I I I 1 ❑ TAPERED I O � � i I BD. GEILII�G O � "' w �1 BATH _ = i I I 1 Z Q u-I STUD TILE FLR. I NANA 4 K. is IPE DECKING INSTALLED W z �i - I HARVEY' I V STRUCTURAL NOTES: ® -1 �I O i J Q _ - - - _ PERPENDICULAR TO HOUSE © r WALL, ON TR. WD. FRAMING (2)2x10 MINIMUM HEADER = :D pi O ROOM - O (' �! WOOD FLOO NG I1, J ' LVL = 1-3/4"x11-7/8" MIGROLAM (UNLESS NOTED OTHERWISE) �� r II'-I m r O i m O tT �I dJ I r I - r _ FIR%O-%;PT alk, _ i ��0WOOD FLOORING � I 1 O i V SCALE: 3/16" = V-0" J-- ------------ - ---3 -Vt ' I �� L --- _j 4 EXtN L =___ __ ____________ l3)a-I/2" LVL =ICV Q I 11 =__�____= I -11 \ Z m TO G LV 1 1 ; ; ! TAPERED Q 4"x4"x1V4!' STL COL' I 51-61. IT- O I II 11 II 1 �. SIMPSON HHU5210-3 'y ------------- ----- �aE �- 1=,��n�I 1s�N ----- - ------� �-------- - -� ` m --------------� r--- ------- r---------------I r----- - ------I r-------- - -- 1 I 1 i F------- - ---��'XI ' I I 1 I I C7 � x IPE DECKING INSTALLED = Z I I _ - I + ! O DFL {a INC I PERPENDICULAR TO HOUSE -;N p y I I 11 _ - WALL, ON TR. WD. FRAMING t' ' O I I I I I X • •, O PROVIDE 3-I/2" DIAMETER F I RST FLOOR: 4 0 Sf PVC. DOWNSPOUT IN TWO n� _ _ 2>41 o16 ' 1 1 I 2x10��" FJ I ; ' COLUMNS, THROUGH PORCH ct1 I III ! I ! 1 i I i i j HATCHED AREA OF PORCH - Q SECONDFLOOR: 2,550 Sf BELOW TO DRAINAGE PIPE � L______________J L--------------J L_______�_tj L______________JL_______ ______- _ _ _____K ENCLOSED w/AUTOMATIC ICV �--....�_-�..GG� ] /A-\' AND DRYWELLS I ;---------------I ------------- Ir--------------, r------- ----_ 'f-I�-- - ----y , . .(3)2x10 �OU✓ TOT/ ,O s f II --- II I I1! 1 4'-"1" I 1 '-I I" �,'-011 1`1111 SPECS 1Ix iii - (3)11- I'8" FL. LV+LI - _I I-7 x!11_F . LVL; ' N 1 Q - _ Z II-'1% " TJI/36d®Ib" G, ' C� I , a� O sf -----+ -- -,� - -� - -�- ---� - ' SEE-THRU 6A5 —K`1 ' N I I 1 YET O O _ ------------- 2x10®I6 FJ 't1 REGREAT I ON ROOM: 1 ,0-7O Sf � 1 I �\ ------------- _- — FIREPLACE - m I 1 � �__��__��_ _D'�TOX�-5T1=81�t : - -----�----------- . -ICV N - IPE TREAD STEPS TO GRADE fn 4"x4"xY4" STL COLUMNS r "V ON TR. WD. FRAMING, w/PVC p MASONRY STAIRS STL. ANGLE w 3)3/4' 1! j'` O RISERS AND STRINGER COVERS - w/BLUESTONE TREADS AND I M.B. E H L G 1 CULTURED STONE RISERS \ N 1 FRONT - � _ I t I�---------_--� I O _ _ wo y ace _ _ /�j _ Q PORCH �+ r r-------------; D I ( M - I ItK STONE i High spat r -rrP_ 5 OOD 00 G III 1 I ! PAYING / OY ��► TJI's !1; 11 - 1 ,WOOD FLOORI G �►I! 5' I10VERHANG (T151-)211 \� 1 13'-3 0 �Ii 5211 �I I� - ----------- --------------- ' 1 ' L iv � ; 1L CABINET ___ _ ___r�______-___r.,_ _ _ --------------------- C, � � Z Z. ___-_- 1 I m " 11 I 11 11 11 11 'G'PVG`GEILINr 1+I _ p co I II =1 ' 5-3 02x10-�41-011 o 1 I !11 J 1^ __ ____ _� �_______ __� �_______ _J L_________ .� POWDER 3 ---- ------------- D " � O i i i r i ! i i „ � ! ! _ --------1 1 ' _ � z tai 12 DIAMETER STRUCTURAL COLUMN N = 1 I Oct 116 F 1 W• � m o o C.7 I I III 1 _L,.1 ___;1_-___ 1_____-_ N SAFE WORKING LOAD. , +� R/F 4-4 1 1 4 1 1 1 1 ^I a N I 12 x12 CASED STRUCTURAL 7 WD. FLR. +0 3-O" ---- -- -A- --------- ------ W• N v PROVIDE SIMPSON HOLLOW „� ______I_ - COLUMN w/3000# SAFE WORKING COLUMN HOLD DOWNS (TYP.) SEE _ _ i--_(3 1 t_---- --------------- ;- ------ O - - _ LOAD. PROVIDE O 1 SPECS OFF I GE +�� R� I I ! ! - COLUMN HOLD DOWNS (TYP.) �p 1 OR ,� ENTAL BE GEILI cn N N I = r I N - -- - C UDH-NG 3226•-CXJDH-NG 3226• I LI W1 '7 I ----------� {------- } __== Z-r--. HOO -!- -------I_ --- --------------------------- I ,C-------- I ABO'/ �_____=U� ----------- �= _ ------------- 5 all Fla - ' CABINET Cj I 1 11 11 <I I 3'-II" A 1 ! ; i I TGH 1 ! 1=I ! r!I; ��L Q RANGE HOOD DUG - 3'-10" 10'-O" 2'-b" IS'-O" 2'-b" 10'-O" 3'-1011 2'- 2" 2-O " N —_ - - I ! I ! ! _, ---_-A' I �� O a AND FAN ABOVE 2 I I I 1 1 11 111 NOOK N O O M FL. HDR -------- ---------------------- L-------- L---- --9' ; P�� F NEt YO 3-b 31 - i r------ , r------T-� r-------- i % o �. C. S I II 1 = \\ �� 1 1 - QpD FL�'f -1 1 I I I I m Css -ICV i I I 1 ' 181' 411 11 1 T_ ' G N BACK HALL w = BELGIAN BLOCK VERGE ON SLAB I _�_____._._____-_-_--_-_-__._______.-_ �_ _ -1 __--__.L_______JJ_ __-_ l _ ---- ------------- --- - m II-7/8" TJI/36o MI6" 1110' 1 I I -KV BENCH r " , " —KV u n u n u u (� 5-I/2 xll-7/8 APB 5-I/ x11-7/8 APB 5-I/2 X11-'I/8 APB _ _ _ _ m — — — — — — — — — — — — ! — ———— I ____ ______ ___ ____ _______ _ ____ _ ___aJ_—__ O i i 1 I I I ' 1 - L'✓ t 1 Oc �— t (V —ICV 1 OVERHEAD DOORS PER SPECS' G VERED PORCH -;ry J ---------- SLOP ____ _ by _ _________ CUDH_NG 3226_CUDH_NG 3226 SLOP SINK I TONE P VING O+� - "�`O+ I I - 018350` ! I! ! m j 3)L FL. HDR i � CUDH- G 2620 (X1DH- G 2620 (X1DH-NG 32261DH-NG 3226 I 1 I - -� � HOSE BIBB i +� CABINET ! 3' '1 -1'-5" PROJECT NO: HEAD ! ! st i � - 1709 I I 1 MUD ROOM _� i to DRAWN BY: I ; � I ------ ------------- ------- I - ------------ - - ----- ----- - ------------ - --I --? .o ------ ------------- -------; DN �` T L F R O® _! it TS I ` 1 i �r O %Z RUBBERIZED �! I CHECKED BY: �t (7 I O _-- _-- =(2)L�/L -- -' _I _ FLOORING 1 11 i _ -- ENGH '�`°+�� L ,<- 0 3/27/19 DATE: 6 H P UR GONG ON d AB�VE j �---� --'�--- --- - t-' - I d P DECKING INSTALLED - SCALE: LL AND ILING m w/b W41.0 4.0. PRO DE - --- --- --- - WOOD - O i PE PENDIGULAR TO HOUSE 3/1611 = 1' - 011 MING I-HOUR INS LAM c_ 6 p l 1 LL, ON TR. WD. FRAMING HEAD TED EN SURE) j I ry --- - --- - 1 STNEGHA;NIGAL i SHEET TITLE: --- =try I TILE FLR. 4 TILE 1FLR. I GYP. FIN. i FIRST � E4 FLOOR CUC 4632 W 4832 CD 4832 0,06 C UC 4832 �,C� 2 PLAN DOOR NOTE CHANGE IN WALL EIGHT TO A ACCOMMODATE DEEPS FRAMING '-a" SHEET NO: OVER GARAGE 4a T" �1-3211 II'-10" 17'-b" II'-loll II'-o" 5211 6'-10" Ib'-bll Ib'-5211 IS I 'i1 32" Ib'-31511 1 11 88-4 CONTRACT SET REV151ONS 5/14/11 ENLARGED PLAN 31'-111 31_11 I '-2211 2 CANTILEVERED ROOF DECK WIFE DECKING OVER WATERPROOF MEMBRANE, w/GABLE RAILING. ' SEE DETAIL SECTION CUDH- G 3226+ =CUDH-NO 3226PENN + CUDH-N 3226+ king - ----------------------------------------------- 31_2111 1_ 11 41_4211 ui -- LIZ'S CLOSET 2 2 _ NS 11 ----------------------------------- `�O -1 G TW1*DRAL G I!~I -----------------------------------� +�O v4)oRNAMEN7jAL II Z 51;pNM5 ABOVE I W 1 I I Q _-2Xio� CLOSET _ P EDROO _I ! ! m DE K r - o o -, (V O FLOORING – Y10 to B 4'-O dl _ 2 � 112 I 211 II U x i t I I I I --------------- O i KABINET 1(1 N m i 6UE5T STRUCTURAL NOTES: BEDROOM i ii -" 2 8' GLC. =ICVis Al (2)2x10 MINIMUM HEADER ! WOOD FLOORING 11 �'sr 1 — ; _ -lcv LVL = I-3/4"x1-I/2" MIGROLAM (UNLESS NOTED OTHERWISE) \ ' 3 x10 ®9' 11111 111 1 Q E .�0� DH-VG 2 + O 1 . O 1 114'-5 11 �I-2 11 TILE LR. BATH #4 I— =KV Q - Z O GJ ®1' a MASTER _ O it ell R. I . ,BATH #2 –KV 10 16" J D TILE m oe% Eculmu FLU u 1Fff1% r L 'A' N `� 3'- � '� 2 LAUNDRY m� a SCALE: 3116" = V-0" 3-"1'%. FLR. ! - o o —I�\ 8-;!2 ' 4i-6" t 1 11 ---i-'I -------------- T (V ----------- - ---_------ 6" 1 i WOdI? i -----, - ------ - --- - -----� m _ , FLOORIi"1 t FRONT PORCH ROOF w/WHITE EPDM ROOFING I -7/8 i LY HI ? RAI G 1 1 ' N ON 30# UNDERLAY ON g/4" PLYWD. DECKING. IAVJ LIN , ! 1 ; �- --Cu _ PROVIDE ORNAMENTAL RAILING PER 5PE05 � I _ t ' t ` I _ II _ ATTACHED FLASHED AS REQ'D = ---------- }-- ---J �- -----a-- ---------- _r_1 ------------- `---- -----4�b1AMEnlTAL' �- --- ----= t /-------J ------------- _ ir./ l r-- SI ,AI�II=I7 Ctt3. �* - –� < W Ii dj=KV 1 io �_ --'i , - ii = 1 I a = d OIn I f" _ 1 O9 I 6 INcri N O 1 """'Q N ____ ____ ____�I�_______ ' 12_ _ ________J L__ _ J I"_ LL �/ i r-- — —X ___�(_____I_/_'_ _'ltd --------------J I_ C7 -__ -------I� �--_--- -- ---T�-Yia�' l ______----_-- .�__-- --_--_- --�# 11_1 I I ___ _--_ .#-- ------------- Ad ----------i LL (� 1 ` M --- 11 i Ad RAILING! � I 1 II II �ry3'-V" - t a/ Z- O " L ii LIN + 1 1 1 1 I ► s t 1 _y�1 _ = 1 m I r---�i--------------- 0 ' co Q• M �Q+ ; ; ----- - --- - - Y M Q O m + -- ------ (3)2x10_ ' DN IQ° ° _ - W -�• w z W x D 1 n �,+ + BATH Al N m � W• xNw TRAY GLC. ABOVE I �p T_ a N O _ _ ° x - t— W• N s i king i N �� I —KV pC 1 x I o®I b" GJ @ m ----__---____ + N m - Q ~• U QL - ANDRA,S--- -- - ---- ------ _''_G�.l_ `t'----- - co) cn- ' I 1 ROOM HALL ::' - --�--- -- 0 71 x'_411 ' - O I WOO FLOORING I _ - I 14 (3)2x10�� I ' – I 11 ' UID �1 (�11 TRAY GL ABO Q/ i N . i J I _ I 111 CM lilts , Roc M I O _ SOF r,Ew Hill 11 i 0 WOOD FL ORING I C j ; -1 �F G 111 +0 – 2 3'-611 I m i � (7 O P�. s�/t; n 111-:211i TILE FLR. ° � CUDH-NG 2428=CUDH- 3228+_CUDH-NG 2428 , ATH #3 ( IR )2X1 H CUCA3248=CUCA3248 , 0 1 11 }- -�------------------ ------I ----- _ `t� + T_ I � O 3-O m r (2)2x10 HD - • ------------------------------------------------------- CUDH 3 ---------- -------------- --------------- ---------------I--------------- I -------------- -------------- -------------- -------------- ----------- HALE �, PROJECT NO: ---41_011 1 I ' �\ I I i, 1 I 1 1 WOOD FLOOR NG LIN. v+I 8'1 2" 1709 ILIQ kind 11.1211 DRAWN BY: 1 t1 I I \�\I I 1 �i� I I I I 1 } o # �t KV TRA GLC. ABOVE i I STANDING SEAM METAL ROOF. SEE T$ ° +o BATH 5:� `O = A v w I I cV I / DN TILE FLR. CxVt@ ' ELLA'S 1 Q I BUILDING SECTION AND SPECS CHECKED BY: II I 1 = I 1 __ z , NROM _ 1 O _._�. - --'---—'--- -- . f� V O ' i OOM t 1 x- �t w N wo D F OOR _ _ _ _____________ A 3/27/19 N N CD I I ; �} I woo STAIR Woo FLOORING m - DATE: I I I w/RAI INC PERI 2x10@i6�G fid' i PROVIDE METAL PAN FLASHING AT NI 1 I I 1 1 1 I SPEC I i It ALL WINDOWS/DOORS PAGING SCALE: WATER (TYP) 3116" = 1' - 0" m I 5EE ROOF FRAMIN I I I I 1 1 1 I I IPLA>�l FOk PURLIN SIZES I I TILE FLt i SHEET TITLE: ---------- -------------- -------------- -------------- -------------- ------------- -------------- ----------- ' BATH o+ -------------------------------------- ----------- - - - - - - SECOND (2)2x1 HDR I (2)2x10 HDR (2)2x10 HDR Q OL (2)2x10 _ — HDR ------ --- - - FLOOR CUCA3148 CUCA3248 CUCA3248 CUCA3248 CUCA3248 -CUCA3248 CUC 248 -CUM-111f 3226+ PLAN I _ 11 1 SHEET NO: I1-411 �' 2' 2'-1011 8'-I�j" 41_/1�S II 41 011 6'-2 X511 211 '-411 �I 1411 51_411 4'-1111 1_1211 4'-II' 5:1 6'-4'I 5211 ll_O 111 8'-117511 I i 7`5 LLL 17'-611 20-01, 14'-1111 8'-2211 I I'-311 15'-1211 211:2 CONTRACT SET REVISIONS 5/14/IQ ENLARGED PLAN ORNAMENTAL STONE GLAD FRAME CHIMNEY w/GAP FOR CONGEALMENT OF PLUMBING VENTS AND OTHER ROOF PENETRATIONS. SEE DETAIL AND SPECS PROVIDE L.G.G. STEP FLASHING AT ALL ROOF/WALL INTERSECTIONS, CONGEALED BY CEDAR SHINGLES 000 PHOTO-VOLTAIC PANELS ATTACHED SECURELY TO D TREATED WOOD SHINGLE ROOF ON ROOF DECK. FLASH AS REQUIRED. SEE SPECS. MESH UNDERLAYMENT ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING C 3 STEP UPPER PART GAMBREL 4" BEYOND SECOND FLOOR WALL BELOW. FLARE ORNAMENTAL SHINGLES, AND PROVIDE Z SOFFIT BELOW w/ORNAMENTAL BRACKETS C @ 12" o/c. SEE WALL SECTION AND SPECS W CANTILEVERED ROOF DECK w/WATERPROOF LAYER, w/IPE DECKING _ AND GABLE RAILING. SEE DETAIL 003248 Lp CA3248 CUCA32 003248 COCA 2 CUCA32 - SECTION AND SPECS )H-NG 32264 22 DH-NG 36 _ — STANDING SEAM METAL ROOF. SEE (� BUILDING SECTION AND SPECS ., TOP OF SECOND FLOOR _TOP OF SECOND FLOOR O -- ----- - -- -- - - - - LAMINATED WOOD ORNAMENTAL %� �' SUPPORT BEAMS. SEE DETAIL SECTION I"' C C C C ® � 12" 50. COLUMNS CASED w/PVC. SEE Z - _ ss c ss c - 18 � DH-NG 322 DH-NG 3 = DETAILS FOR AUTOMATIC SCREENS O IPE DECKING ON TR. WD. FRAMING, a Y4/STEPS TO GRADE, NO RAILINGS Q --- -- - - - - -- - ------------------------- ---- --- -- ------ -----------------------------------------------------------------±14.0'--TOP OF FIRST FLOOR ______-___-______________________________________---_- ..,.r... -tie •.l-r ; •Y t _ y,. �y� p S Q + B 1 .L.! `.1.•. .•.J:. ::.' .:'0 a. i::`.I .ti' �( � 1. r.� t g GARAGE S A :..� �:. L' �-�':. �•>' •-, x�•' , �;, � TOP FINISH GRAD 2.0 TOP OF L _,'. :r... c ,.... ,. F E •i.'• �14 r' �-�'•` , �r•' s �. ��," 2.0 TOP O GRAD lF. •. � i y,� .. v .�: 7 .'• A�. ..n YJi'i'). k 't .�:�'�+:r. N -Y '�'�{{y� .. � i.. Z .. �. • � � ,�r jj�.' � . •J.• " .+ �-1 if�.> �� :��2. •A1�w r1'i ______________________________________________________ µ'''�:ttt�::iK'cZ,•F:. ;'•s;f%:�c'...'•Site''+r�•�"^:�".o��^ I ' I . .• r.x -•.-;.. _...; ... <.., r ,,...,,. .. 4 III +10 BASE FLOOD ELEVATION -`.. I Ye, I DOG DOOR. SEE SPECS ;�te: � �tl�� .+x,�,,}�.•,yT�o'.MF�1.�:�L. j _I r �r MASONRY FOUNDATION BEYOND CRAWL SPACE FLOC¢D VENTS +6 TOP CRAWL SPACE SLABt r, POURED IN PLACE. SEE SPECS ..a Y I 1 1 I I ------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------------------77------------------------------------------------ ------------- -- ---- ----- +4.6' OM FOOTING t I I ® CUSTOM WOOD CRAWL SPACE ACCESS S 0 U H E L E. V A T I DOOR w/FLOOD VENTS. SEE SPECS SCALE: 3/16" = V-011 3" PVC GROWN ON Ix8 RAKE/FA BOARD (TYP) ---_-_ CONNECTED TOWER FORM. PROVIDE L.G.G. FLASHING AND 'CRICKET' AT VALLEY 5EE ENLARGEMENT THI5 ELEVATION FOR BETWEEN ROOFS. SEE ROOF PLAN DIMENSIONS AND NOTES ORNAMENTAL STONE GLAD FRAME CHIMNEY ad Z 3" PVC GROWN MOLDING AT UNDERSIDE w/GAP FOR CONGEALMENT OF PLUMBING TOWER ROOF OVERHANG VENTS AND OTHER ROOF PENETRATIONS. SEE co Q• C, aoo DETAIL AND SPECS 00o J g. o >0 TREATED 00o TREATED WOOD SHINGLE ROOF ON W -j- W z W x 2 MESH UNDERLAYMENT ON 30# BLDG. _ = a z LL I I PAPER ON 3/4" PLYWOOD DECKING C W• C W• N U A CUC 028 RETURNRETURN SAVE w/FASGIA AND LEADER ----------------------- - ----------------- IxlO PVC FRIEZE AT RAKE ACROSS FRONT OF DORMER 2 - - -- -- - - ----------------- -- OVERHANGS 6C NEW yo Ix8 PVC FASCIA WLEADER PER SPECS RETURN BOTH LAYERS FASCIA/ rAROUND CORNER AT SHED DORMER P G �'J LL L 2" PVC SILL CONTINUOUS UNDER - J � � � - ALUMINUM GLAD WOOD WINDOW w/g/4x6 —KV WINDOWS 4 AROUND CORNER ON Ix8 D NG 2634 CUDHP- G 5274 CUDH- .fl , PVC CASING w/2 THK. PVC SILL (TYP.) G 2426 -NG 3226 DH-N 2 i NG 2634 -NG CUDH-Nc PROVIDE DRIP GAP WHERE CASING NOT ❑ ON IxlO FRIEZE, ALIGNED w/DORMER - 2426 -NG 3226 CUDH CAP � 11 COVERED BY FASCIA r0 m SAVE ADJACENT m \ TOP OF SECOND FLOOR _ TOP OF SECOND FLOOR PROJECT NO: Ix8 PVC FASCIA w/LEADER PER SPEC'S 1709 811 -------- — - -_--- -- ---- _ 12" LIA] � 3" PVG GROWN MOLDING ON Ixl2 PVG DRAWN BY: � FRIEZE BOARD UNDER Ist PLR. OVERHANG TS Ru ® ® RED IL 1E CEDAR SHINGLES PER SPECS ON CHECKED BY: AC 36301 UDH-NG 3630 UDH-NG IG 2624 D NG 2624 D NG 2624 - 5 30# BLDG PAPER ON /8 PLYWD. ][In --1 _ DH-NG 322 DH-NG 322 SHEATHING DATE: 3/27/19 ❑ ❑ 2" SHINGLE FLARE ON BLOCKING AT SCALE: +14.0 TOP OF FIRST FLOOR ---------- -------------- ----------- ---------- --- ------ ---- __-- ___-- __-- --------____-- -------------------------------------------------------------- PERIMETER Ist FLR, 3 EXCEPT AT PORCHES I1 sn _ 1• O" ----------------------------------------------------------------------------------- ----------------------------------------------------------------------- - - CULTURED STONE PAGING ON FOUNDATION _ _ _ - _ _ _ _ ABOVE GRADE. SEE SPECS. - +12.0 TOP GARAGE SLAB SHEET TITLE: -------------------------------------------- ------------------ I �DODRAIN ROOF OVER FRONT i PROJECTED COVERED ENTRY j THROUGH TWO COLUMNS AND` SLAB I I I i PORCH. SEE ENLARGED ELEVATION j LINE OF RETAINING WALL AT CRAWL ACCESS I BELOW TO DRYWELLS I FOR DIMENSIONS AND NOTES II MASONRY FOUNDATION BEYOND SOUTH & WEST _ ! I I ---------------------------------------------------+6.O_rOP-s>_ ,B-------------------------- ----------------------- ELEVATIONS -'-------------------------------------------------------------------------------- ------------ ---------- -----------�---------------------------------- ----------------------------------'--�-------------'-�-------------------------------------------------------------�'----------------------------------------------------------------------------------- L---------------------------------------------------------------------------L-------------- ----------- ------------- ------------------------------------- -------------------------------------- ------------- ------------------------------------------------------------ ------------------------------------------------------------------------------------------ SHEET NO: W E S T Em L E V A Op"' mikim- SCALE: 3/16" = V-0" CONTRACT SET �EV115ION5 /la GYM DOOR 5/14/la ENLARGED PLAN PROVIDE 'WELL' IN ROOF FRAMING w/L.C.C. FLASHING AT INTERSECTION OF WINDOW AND ROOF AS REO'D STEP UPPER PART GAMBREL 4" BEYOND r E o0o D SECOND FLOOR WALL BELOW. FLARE ORNAMENTAL SHINGLES, AND PROVIDE FRONT PORTICO v4/`FLAT SEAM METAL ROOF, SOFFIT BELOW v4/ORNAMENTAL BRACKETS 000 ORNAMENTAL RAILING, AND ROUND, TAPERED @12" o/c. SEE WALL SECTION AND SPECS COLUMNS BELOW, w/STONE PAVED PORCH. SEE 3" PVC GROWN ON Ix8 RAKE/FASGIA ENLARGED FRONT ELEVATION AND SPECS FOR DIMENVON5 AND DETAILS BOARD (TYP) TREATED WOOD SHINGLE ROOF ON MESH UNDERLAYMENT ON 50# BLDG. PAPER ON 5/4" PLYWOOD DEGKI 01 Z A2 32X W-11— k1- ., TOP ATTIC_FLOOR X11 77 W - - - - --------------------------------------- - C 2 CANTILEVERED ROOF DECK w/WATERPROOF LAYER, WIFE DECKING AND GABLE RAILING. SEE DETAIL IJUL] SECTION AND SPECSF F LE 3�� - ALUMINUM GLAD WOOD WINDOW w/5/4x6" V CA3248 CUcPVG CASING w/2 THK. PYG SILL (TYP) � DH-NG 322 -NG 3226 DH-NG 322 _ NG 1634« ! DH- G 36 CUDH-NG 6 PROVIDE DRIP GAP WHERE CASING NOT El COVERED BY FASCIA (� TOP OF SECOND FLOOR-------------- ------------------------------ ------------------- ----------- ----- -------------------------------------------------- -------------- ----- ------------------------------------------------------------------------------------------- -- ---------------------------------- ----------- - -- ------------- ---------------------- ---- - TOP OF SECOND FLOOR LOOR ----- ----------------------------------------------------F a O Ix8 PV G FASCIA w/LEADER PER SPECS Z OPEN DECK WIFE DECKING ON TR. WD. 3" PVC GROWN MOLDING ON Ixl2 PVC UL ® FRIEZE BOARD UNDER let FLR. OVERHANG O FRAMING. PROVIDE IPE RISERS, TRIM DH-NG 36 -NG 36 DH-NG DH-NG 36 DH-NG AND STRINGER COVERS9 ID Li 1 NG 262 D NG 262 a Aj- 8 FT. HIGH OVERHEAD GARAGE DOORS w/STANDARD CA51NG. SEE 5PEG5 Q +14.0' TOP OF FIRST FLOOR ---------\- ------ -______ _, 2" SHINGLE FLARE ON BLOCKING AT - : - ----------- PERIMETER let FLR, EXCEPT AT PORCHES _ _ -------------- +12.0' TOP OF GARAGE SLAB Q - -------------------------------------------------------- CULTURED STONE FACING ON FOUNDATION 1 ABOVE GRADE. SEE 5PE05- i I � � MASONRY FOUNDATION BEYOND N +6 TOP CRAWL 5PAGE SLAB -------------------- ------------------------------------------------------------------ --------------------------- -------------- +4.6' BOTTOM FOOTING ----------------------- ------------------------------------------------------------------------------------------------------------------ --------------'---- -----------�--------------' '---------------------------------------------- --------------------------------------------------------------------------------------------- _ i 0 N 0 R mpi"' E L E `V uJw A I SCALE: 3/16" = 1'-0" STEP UPPER PART GAMBREL 4" BEYOND SECOND FLOOR WALL BELOW. FLARE ORNAMENTAL SHINGLES, AND PROVIDE ORNAMENTAL STONE GLAD FRAME CHIMNEY SOFFIT BELOW WORNAMENTAL BRACKETS w/CAP FOR CONGEALMENT OF PLUMBING 12" o/c. SEE WALL SECTION AND SPEG5 VENTS AND OTHER ROOF PENETRATIONS. SEE Z C DETAIL AND SPECS 000 cup Q oao � 4 roomM r O >. co tO 00o w �• WZWX Ld STANDING SEAM METAL ROOF. SEE - _ U) Z " BUILDING SECTION AND SPECS = w• "' o Q N � (o Lu• a 2 M V � 0000, 7 M CUc 8- ca2D28 TREATED WOOD SHINGLE ROOF ON cA cf) MESH UNDERLAYMENT ON 50# BLDG. PAPER ON 5/4" PLYWOOD DECKING T--O--P----O--F----A--T--T--I-C----F--L--O--O---R---------------------------------------------------- —------------------------------- --------- -- - ------------------------------ \ - - ------------------------------------------------ -011 t 3 # Fig:�.j4• CUDHP- G 6074 CUDH-N \ CU CU 080 CANTILEVERED ROOF DECK w/WATERPROOF —KV -NG 3226 DH-NG 322 DH-NG 3 -NG 3216 )H-NG 3226 DH-N 6 NG 3226' IH-NG32261 O LAYER, w/IPE DECKING AND GABLE RAILING. 1 77:4= SEE DETAIL SECTION AND SPECS m fi .41 TOP OF SECOND FLOOR TOP OF SECOND FLOOR LAMINATED WOOD ORNAMENTAL PROJECT NO: SUPPORT BEAMS. SEE DETAIL SECTION 1709 12 50. COLUMNS CA5ED v4/PVC. SEE I -6 DETAILS FOR AUTOMATIC SCREENS ® � ;1E1 .� ` ` ✓ % ✓ DRAWN BY: l y { � ALUMINUM CASED GLASS DOORS PER TS u CUDH-NG 4430 DT-NG'6066 CUDH-NG 4430 DOOR 5CHEDULE. CASE w/s/4x6 PVC CHECKED BY: OPEN DECK WIPE DECKING ON TR. WD. cu Soso cu oeo ;, �; > Cu DSD :{ `, '� �{ {^ - CU oeo FRAMING. PROVIDE IPE RISERS, TRIM ( DATE: 3/27/19 AND STRINGER COVERS _ _ %. L_LL; -lf 1 k EILI 2" SHINGLE FLARE ON BLOCKING AT --,} '' '' Y PERIMETER let FLR X14.0 TOP OF FIRST FLR. L , EXCEPT AT PORCHES CA 3/16" = 1' — 0" ELEVATION VIEW OF RETAINING WALL SHEET TITLE: AT CRAWL SPACE ACCE55 AREA i41 I I MASONRY FOUNDATION BEYOD TOP BULKHEAD ------------------------------- ----------------------------------------------------------- ---------------------- - --- -- _- --- -----------CRAWL SPACE FLOOD VNTSt---------------------------------------------------i----------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------- ------------------------------ NORTH & EAST . POURED IN PLACE. SEE SPECS t ---------------------------- ` - t ,r-- ------------------------------------------------- ELEVATIONS -------------------- -----------------------�-- ---- ----------------------------------i---------------------------------------------------------------------------------------------------------------------------------- 1 t BOTTOM BULKHEAD I ---- SEA LEVEL DATUM SHEET NO: - ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- EAS SCALE: 3/16" = 1'-0" CONTRACT SET DO NOT PROCEED WITr; FRAIMNG UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED; Blower door and ductwork APPRO ED AS NOTED testing required. DATE: s B.P.#� FEE:S e 3 3 BY: NOTIFY BUILDING 1)EPARTM T AT 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Must provide Manuals I. FOUNDATION - TWO REQUIRED D,J and S as per FOR POURED CONCRETE NYS Energy Code 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ;ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRU!-:S PLACPRD-MG R1:QUNtjrD COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CEP 7/, ON LEAD CONTEIV 7 CERTIFICATE OF OCCIJ. '11,, OARD SOLDER USED IN WATER SOUTHOLD TOWN TRUSTEES SUPPLY SYSTEM CANNO7 .,.,., _... N.Y.S.DEC EXCEED 2/10 OF 1% LEAD. PLWAB,11111G. ALL'PLUMBING WASTE OCCUPANCY OR - 4, ER LINES NEED ARE COVERING USE IS UNLAWFUL WITHOUT CERTIFICAT7 FLOOD ZONE-AL-2- CW!!7LY °TE914£ OF OCCUPANCY ICLM D, '"AP,"'OF INSr ECT11O S ARE REQUIRED exterior Iigtltin ;`"`,=+'t d :-S Engineering at 765.1560 before installed,replaced or Provide Engineer's Certification repaired €hail conform �h-drainage-has been Installed to Coco. to Chapter 172 of the Town Code REVISION: 2q/IS PER TRUSTEES RESIDENCE FIRST FLR EL +14.0 LOT COVERAGE TABLE 1/2/III/ q PER 5CDH5 GARAGE FLR ELEV +12.0 TEST HOLE CRAWL SPACE ELEV +6.0 SITE AREA TOTAL: 55,6'72 sfS I T E Lr%J A POOL HOUSE ALARM PANEL W/ ELECTRIC LINE TO PUMP FF EL +12.2 NO SCALE Am PUMP STATION IN CRAWL SPACE OF RESIDENCE( UPLAND SITE AREA 52,204 sf BY MARK McDONALD GEOSCIENCE SCTM # 1000-104-13-06 GRADE EL +12.1 GRADE LINE SOUTHOLD, NEW YORK 11971 PROPERTY: 2455 NASSAU POINT ROAD R GADE EL +11. w ELEVATION +11.8 GRADE LINE GRADE LINE ADDRESS CUTCHOGUE, NY GLEAN OUT Q ELEVATION CLEANOUT ELEVATION AREA GALGULATION5 FOR UPLAND SITE AREA TEST HOLE DATA 11/8/17 ELEV. + 6.0 13 +10.7 +10.6 OWNER: JUSTIN & ELIZABETH MIRRO 0 I' MIN. 2' MAX. STRUCTURES EXISTING PERCENTAGE PROPOSED PER E AGE 1.0 FT. DARK BROWN LOAM OL 3 GREENACRE COURT 1/4"/FT. MIN PUMP I/4"/FT MIN HOUSE: 2,282 sf 4.3-1% 4,227 sf .O% 4.9 FT. BROWN CLAYEY SAND SC KENSINGTON NY 11021 STATION 18"/FT MIN TOP OF POOL +S.I ,4CG STRUC: 52-1 sf I.0% -148 sf 1.43% _ SITE: 55,672 sf= 1.278 ac WATER IN 4" dla 5DR-35 4 la SDR- SE TIC septic 4 I EAGHIN PORCHES: O 5f 09 13-1- LU 1 sf 2.64% 8.0 FT. BROWN CLAYEY SAND Sc 0 ZONING: R-40 (GRAVITY FEED) (G VITY FEED) SDR-35 GALLEY IE. +q.56 BOT OF POOL +4.1 IE. +II.I IE. +-1.86 DECKS: °III sf 1:74% O sf O% WATER IN r SURVEYOR: Harold F. Tranchon, Jr., PC IE. +10. IE. +8.36 IE. +7.77 GROUND WATER +1.1 POOL: O Sf O% 152 sf 2.cI2% Q 17 FT. PALE BROWN FINE SAND SP P.O. Box 616 50' MAX q' I o o- COMMENTS: WATER ENCOUNTERED 4.9' Wading River, NY 11792 Z 34' 75' 611 0' 3 MIN TOTAL: 3,-120 sf -7.I1/o -7,8-75 f 15.0% c 631 9294695 s BELOW SURFACE, ELEV 1.1' LICENSE #048992 Uj SEPTIC PROFILE 2 sty fr dwelling I DATED 01/16/17 8-8-2017 TOPOGRAPHICAL O (N.T.s.) N/O/F DATUM NAVD 1988 Rathgeber K A Irry QPRT O al I g'eberZ,'�Try APRT --- PROPOSED NEW UNDERGROUND 111 Cherry Valley Ave #507, �� PUBLIC, WATER LINE _ Garden City, NY 11530 PROPOSED NEW UNDERGROUND LINE IN BETWEEN NEIGHBORING V 2325 Nassau Point Rd PROPOSET�TNF�W GENERATOR ELECTRIC UTILITY LINE BUILDING 5TRUGTURE5 1000-104-13-5 LOCATION OF EXISTING SAYTAR`I' SYSTE TO BE DWELLING WITH PUBLIC WATER FLOOD ZONE "' 0 r% rl A =01" ABANDONED - FILLED IN OR REMOVED 5 REQUIRED V / EXISTING EXISTING GARAG STRUCTURE EXISTING TREE TO REMAIN %- NEW STONE EXISTING OVERHEAD TREE TO o TO BE REMOVEDg\ , / WALL UTILITY LINES NEW STONE TREE YELL SURROUNDING EXISTING TREE NEW WOOD RETAINING WALL 10 FT RETURN FROM nnua . REMAIN EXISTING UTILITY POL WATER SIDE SEE DETAIL/1 3 // / / //ro dwaters PREFAB YARD BASIN (4 x4 W/ MTL creek j % move _, TER METER PROPOSED NEW PROPOSED SILT FENCE ` GRATE PIPED TO DRYWELL "E" POOL EQUIPMENT 50 SETBACK LINE UNDERGROUND PUBLIC DURING CONSTRUCTION / 20z N 80'42 00 E WATER LINE 333.84' ACTUAL 2 FROM BULKHEAD S _ O� / - � '� ,/ NG / � � PROPOSED S O �cn c I SILT FENCE O to 20 - _ 16 /� 2 10 PLi?OD I�' o DURING CONSTRUCTION G F I / to Q B 0 / �- o p - ZONE x ,, � NEW BEACH GRASS IN EXISTING NON-TURF BUFFER /0/�? ,,,,, r119O -�- - - , / -- -- - - _ _ I EXIST( WOOD A REBUILT AND ,�G - / = - - -- - -I co INCREASED IN HEIGHT TO ELEVATION +10.0 N/O/F %LS I _' ' / / I 4 FT E / - 1 I m SEE a Maguire Carol A Family Trust �' I - _/ p cSl7 // /�j/j 9 Y �A O - ALKWA SAT H ./ / / PO Box 1027 '9 / G 4 18 I6 I� GEOTHERMALx.n STONE�Q.6 ! I ,//;' O OCOL �G��" I � � 1- / \ / WELLS TYP - : - -- TER GE \ NEW STEPS TO TERRACE STONE R E Cutchogue, NY 11935 { - OUSE 51TTING S` l g / / I4 �CoNs UGTI N / L ': Z".',' N S I - - - - ® AN AREAT RELOCATED BEACH STAIRS AND 2500 Nassau Point Rd / / �� - t7G5i , - - GA 7 S O r ?: A 48 5F P1A0D''r _ LANDING / i / „/,, /�'/. ;::;. 0-104-12-14.1 / I :ver , , Y. I 14 3 PRoP %/' / �' . / , / Z 100 I II /. i,; , DWELLING WITH PUBLIC WATER EXIST( c5 / @ '^' I^'R`1= �`> 12:x; AO' + OSED STEPS / i% `? / � I ��, /, X�� ,x I TO BULKHEAD DRIVEWAY ENTRY 12 / / � G O I +10.4 , /%'' '/,': % ' Ln REMOVED G'� I - 34 +12.1 - �- 1 10.0+ 1 I; I // ;;.- /;- // _T - /�` 0 � G 12.1' PROPOSED -'_' `'` FLOMI' I EXISTING TREE ) I v��` '�� L ` 50-O PROHOUSE _ - POSED L � / t�` -G RED PORCH POO 16 5 � a- ULKHEAD TO REMAIN / , 11.8+ 11.8 6� __ I TO lo. _ � � �• ;��• {;%� � a--� � - oPos_D New - +I I.q II PROPO / ( /1 /- / 1IV. j 12.1 ❑ T E RAGE SED Ix EXISTING / < I TO HIGH TREES i 8 - ,. �- + , _ (NATE: MARK NASSAU �h Q / ?I µ1 _Tl 4'ta* ❑❑ ❑r -� 2.1± II I EXISTING WOOD BULKHEAD POINT " / N ' - ' IO' BA41A SH I - J ' I 23'-1" EXISTING RESIDENCE ` .y b <' } ` min ND -'� + TO BULKHEAD / X4 KINI3' F _ I ROAD X1 ��RA�' y, AG h �4. Q - -I I YIN _ EXI5TIN6 BUILDING 10.3 , . I4' 63'� I I.B+ n + :67 . _ _ _ - - I STRUCTURE TO BE REMOVED PROPOSED NEW - G i f ' " D I A 5QR-3 - I 114'-7" X . ® i�A17 TY EE = I - TO BULKHEAD ED RESIDENCE UNDERGROUND DRYWELL WITH / 12 r3,y,,� _. Ifld1SERGROUND _ 1 , x :'. - O 411 I INE �� , � . . .. . >" o IN DRAINAGE CALCULATIONS METAL INLET GRATE FOR pRl D� , SANITARY_L v 1�' II.q 1 STORMWATER RUNOFF FROM I x4 SII' HIT I I 14'-�" EXISTING DECK DRIVEWAY SURFACE TYPICAL a 'SRF � � D A' SDR-35 ., .;�. cV T�,� '- !� I I 1 C to"i+ (GRA f TY � �b ' � t� G yl ❑ i ❑ PROPOS TO BULKHEAD AREA _ 5,.O , NEW PO 11.2+I I so' SETBACK FROM BULKHEAD DR EA OF RESIDENCE (DW-A) 3 / � I I.6+ ``+ T iR0 p . 12.1 25 x551 Y WELL AREA x RAINFALL x RUNOFF FACTOR 06 Z _ v DW- _ O 2 „R _ I EXISTING BEACH STAIR ( A 24 GEOTHEQ A 5 AND ) 55 SF x 2 _ PROPOSED NEW SEPTIC SYSTEM FOR m n g� 5T. HOLE''; A : ` g b+ 12.1 -r L / I ( /12 FT.) x I.O 410 G:U. FT. M o y , 4 �,- WELLS TYP I LANDING TO BE RELOCATED USE: (3) 8 DIAMETER x 4 HIGH POOL N a 8 BEDROOM RESIDENCE AND POOL HOUSE 1/2 - I min EL +.6.0 ' x R 'FLR; z 2 519 - 2000 GAL SEPTIC TANK (5T) _ L O LG O LG O / I EXISTING NON-TURF BUFFER TO REMAIN (3) 8' X 4 STORM DRAIN RING = 506.7 GU. FT. _ 8 10.6+ / PROVIDED REQUIRED °a o ST se t1c I I.B+ ' `l` { i0_ 1 1 �/ m n PROVIDE ADDITIONAL BEACH GRASSES AT- CLEANOUT 10 - xI I' 506.'1 CU. FT, > 410 CU. FT. Lj - (6) 8.5 FT x 4.75 FT x 4 FT LEACHING XP, , LG O LG LG O q'7+ cLAN OUT ''. T 2 ® I I ( I BASE OF RETAINING WALL AREA OF RESIDENCE W -j' -�3 _ EXI5TING TREE TO REMAIN (DW _ ? r , DRY WELL AREA x RAINFALL W• W GALLEY (LG) / / � � +It:q- 61.6 Il.q+ ',� REPAIR/REPLAGE IN KIND BULKHEAD TOP WOOD GAP r L x RUNOFF FACTOR � , � o - (3) 8.5 FT x 4.'15 FT x 4 FT FUTURE 5' / shy' - f, mtn _ I . + '� +I I. 50'-q" PROPOSED POOL USE: 3E,035 8� DIAMETER x 4' HIGH PooL6 GU. FT. g w• N = Q N � t0 F-XPAN51ON (EXPO) LEACHING GALLEY I 150, o\ k � RRAG 10. +2.8 TO BULKHEAD FLOOD ZONE LINE K + 1 II , _ \ �y, ❑�� I (1) 8' X W STORM DRAIN RING = 165A CU. FT. Q �_- M I FRO T YAC � ( � Y -� 3 \ � ` ' ,, � ❑❑❑❑❑❑ - -® I�'GIZ,4DEi 1 ,, 69-I PROPOSED POOL USE: (4) 8 DIAMETER x 2 HIGH POOL EXISTING STONE WALL TO BE 9� 4 V \ v I I TO HIGH WATER MARK (4) 8' X 2' STORM DRAIN RING = 337.8 CU. FT. CO) CO). REMOVED I I 32 Y y, # PROVIDED REQUIRED CD +II.q N ( FLOOD 6 HIGH WATER, I-I6-2017 506.7 GU. FT. > 506 CU. FT. NEW STONE WALL w \ 11.8+ 80.'7 II.B+ 5 + FLOOD ZONE= VE +q.7 GEOTHERMAL WELLS - ALL (15) WELLS AREA OF POOL HOUSE (DW-C) N/O/F o I ( \ IL B \ FIRE LACE ZONE AO BFE II' ( 2 TO BE CLOSED-LOOP SYSTEM DRY WELL AREA x RAINFALL x RUNOFF FACTOR Goldman Shannon 1 OA \ 8 I I EXISTING WOOD BORDER TO BE REBUILT AND (DA-C) 1,461 SF x (2/12 FTJ x 1.0 = 244 GUI. FT. McKeand Deborah EXISTING rn I� P4PANE TAN 4/e AN C D BU � INCREASED IN HEIGHT TO ELEVATION +10.38 STEPPED USE: (I) 8' DIAMETER x 6' HIGH POOL 2650 Nassau Point Rd, TREE TO 3 Ln I +6.Y �' DOWN TO ELEVATION +7.5 5EE DETAIL 3 (I) 8' X 6' STORM DRAIN RING = 253.4 GU. FT. ,��OF N� PROVIDED REQUIRED �P Y � U ERGROUND \ 5.8+ � Cutchogue, NY 11935 REMAIN I o B F F E B B E sw le 2650 Nassau Point Rd ( \ \ X F x \ x x E x x x E =' I 0D 255.4 CU. FT. > 244 CU. FT. 1000-104-12-15 8x x x NC %i +2 EXISTING WOOD BULKHEAD AREA OF DRIVEWAY (DW-D) DWELLING WITH PUBLIC WATER NEW BEACH GRASS IN EXISTING NON-TURF BUFFER G PROPOSED SILT \ S 80'42'00"W - - 05.76 PROPOSED SILT FENCE DRY WELL AREA x RAINFALL x RUNOFF FACTOR _ \ /- 6 ROPO ED NEW STEPPED TIMBER 6 +3.4 (DA-D) 3,g17 5F x (2/12 FT) x 0.7 = 457 CU. FT. , FENCE DURING \ PRO OSED NEW TIMBER GUi�B DURING CONSTRUCTION USE: (3) 8' DIAMETER x 4' HIGH POOL GON5TRUCTION PROPOS D SILT CURB E�F_V 6.5 MIN (6" 7OVF_ FIN IIF0� -��TH TO BEACH � � � I (3) 8X 4 STORM DRAIN RING = 506.7 GU. FT.8 � FENGE�URING GRAD -_ - __ _ \ I 50 SETBACK LINE FROM BULKHEAD PROVIDED REQUIRED 12 \ ) c - - - - - -CONSTRUCTION J� 8 - 1 \ / _ - \ + 1� NEW WOOD RETAINING WALL 20 FT RETURN FROM 506.7 CU. FT. > 457 CU. FT. N/0/F - - P�oP95ED-tdEW tTDERGROUND _ - - - - _ _ - PRC 'OSEIZNEI^�/ _ WATER SIDE SEE DETAI 3 AREA BETWEEN HOUSE AND BAY (DW-E) Monaghan Kenneth 10 _ 17fiYWELLS W/ MTL GRATE FOR _ - - - - - 0 UNDERGROUND DR _ _ DRY WELL AREA x RAINFALL x RUNOFF FACTOR PROJECT NO: 90 Fifth St, 8 (DW-E) 15,613 SF x (2/12 FT.) x 0.15 = 510 CU. FT. 1709 STDRMWATER RUNOFF FROM FOR -ST'ORT�I!-NATER RUN FF Garden City, NY 11530-4410 SHE (TYP) FROM BUILDING STRUCTURES � �`f\ FLOOD ZONE LINE USE: (I) 8' DIAMETER x 4' HIGH POOL 2750 Nassau Point Rd (1) 8' X 4 STORM DRAIN RING = 165A CU. FT. DRAWN 1000-104-12-16 I 1 USE: (3) V DIAMETER x 2' 1416H POOL Y' UT DWELLING WITH PUBLIC WATER PROPOSED NEW SLOPED HOG NECK BAY (3) 8' X 2' STORM DRAIN RING = 253.5 Cu. FT. CHECKED BY: CONCRETE RETAINING WALLS PROVIDED REQUIRED SEE SHEET II EAST ELEVATION (LITTLE PECONIC BAY) PROVIDED IDDU. > 3E0 IR FT. TS FOR HEIGHTS 5EE E I 2 2 sty fr dwell AREA BETWEEN HOUSE AND ROAD (DW-F) DATE: / DRY WELL AREA x RAINFALL x RUNOFF FACTOR 1/4119 LINE IN BETWEEN NEIGHBORING (DA-F) 8,654 SF x (2/12 FT) x 0.15 = 217 CU. FT. SCALE: \ N/O/F BUILDING STRUCTURES USE: (3) 8' DIAMETER x 2' HIGH POOL 1" = 201 - O„ / Palmeri Philip M a (3) 8' PROVIDED DRAIN RING--GU5�3 DGU. FT. SHEET TITLE: 9 Hilton Ave, 253 CU. FT. > 217 CU. FT. \ Garden City, NY 11530 tRd AREA BETWEEN HOUSE AND ROAD DW-G / 2615 Nassau Point Rd � ( ) DRY WELL AREA x RAINFALL x RUNOFF FACTOR n ' 1000-104-13-7 (DA-6) 12,584 5F x (2/12 FT.) x 0.15 = 515 CU. FT. SITE \ I \ ' / DWELLING WITH PUBLIC WATER Q USE: (2) 8' DIAMETER x 4' HIGH POOL WIRE FENCE H v (2) 8' X 4' STORM DRAIN RING = 337 GU. FT. FILTER CLOTH LA PROVIDED REQUIRED PLAN FILTER CLOTH MIN. 6" � SURFACE BELOW GRADE \ D R NI NAGE SCALE: 1 IV 2 0 1'0 l 33'1 GU. FT. > 315 GU. FT. SHEET NO: " TEMPORARY STORM WATER RUNOFF CONTROL MEASURE BIDDING & PSET EROSION & SEDIMENT CONTROL DETAILS SCDHS SUBMISSION NO SCALE ' TOWN TRUSTEES SUBMISSION f R OPENINGS STRUCTURAL REVIEW E3Y STEVE MARESCA, PE WIND-BORNE DEBRIS PROTECTION FO - 155-0r W� _ FOR Y�IALL OPE1�I NG PROTEGT 101 O r=120 MPS S-SEG01�D WIND GUSTS - 0 ST MOI�TAUK H I GH�I�IAY, HAMPTON �3AYS, DIY I I�f�{-C ( MAXIMUM MEAN ROOF ��I Gt�T: ��) SIMPSON LSTA - 20 GAGE PHONE 651 -72a450 RIDGE STRAP - ALL ROOF RAFTERS ° a AFTER 2 x 6 TIE ® EACH R USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: r � a ICE SHIELD UNDERLAYMENT S I NGL E FAMILY RESIDENTIAL SHUTTER ASSEMBLY I \ r REQUIRED - 24" FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. oil' � c FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN i HEIGHT PRESR PTIV CONSTRUCTION MANUAL FOR I + 2 FAMILY HOU5E >" 23/32 (3/4II) APA SPAN RATED 48/24 SHEATHING GRADE PLYWOOD E METHOD z (OVERLAP AROUND OPENINGS 4'9 I 1 a HALTERNATE URRICANE CLIP P051 IO OF 55'-0" MAXIMUM ASSEMBLY: 1-' I I SIMPSON H3 GROUND SNOW LOAD - 45 PSF. W ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 P5F. L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I BEDROOMS 50 _ 3 O PSF. L.L. 0 O PSF. L.L. O WOQD SCREW ® I6" O.G. I I d GLIP�A1ILED. FROM WIND SPEED H2 HURP ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: RAt=TER To STUD. - #10 TEE NUTS ATTACHED TO BLDG. N/ #10x1-1/2 ( W/ WASHER5) I I FIRE AREA - 150 MPH = MACHINE BOLT ® 12" O.G. a I S5 -PS l NAILS EACH END 5E15MI0 DE51GN CATEGORY - B RSI DENGE: X • I WEATHERING - SEVERE �. APA RATED PLYWOOD TO FROST LINE DEPTH - 56" ' \ a � I e EXTEND TO TOP OF TOP PROVIDE 8d COMMON NAILS ® 4" O.G. AT PLATE. AEXTERIOR THIED&E OF ALL TERMITE - MODERATE TO HEAVYSHEV TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME: WOOD ICE SHIELD UNDERLAYMENT REGU I RED - YES I I a CONSTRUCTION Q I 0 LuI 1 1 I LTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS ® 2' OG I ; GENERAL NOTES z I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISP05AL SYSTEM AND FRESH WATER SUPPLY 0. 1 I I 1 ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACGO!RDANCE I I I I I ( CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DE5I6NED IN Q 014, 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE: ENERGY (f� PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. TO OVE1 I I I I 1 1 BOX BEAM -TOP P+ BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Q S TO BE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENT I I DOUBLE TOP SHUTTER ASSEMBLY 1 I I I I I 2 x b ®I6" O.G. PLATE STAIR AND FLOOR OPENINGDESIGNED AND SPECIFIED BY OTHERS. S, POSTS AND PARALLEL I� I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. IT ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONELO N.T.S. I I -- I� 5. BRIDGING TO BE PROVIDED FOR ALL JO I STS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM qe FOR PANEL SPANS:4' OR WIDER SPAN I I - I I � 1 I ' FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4 DIAMETER. N 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18• CONTRACTOR SHALL OBTAIN ALL PERMITS AND VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 23/'32" APA SPAN-RATED 48/24 SHEATHING GRADE PLY OOD I I I I HURRICANE CLIP USE (OVERLAP AROUND OPENINGS 4") 2x4 5TRONG-BACKS @ 24" OG 11-' t°J.- SIMPSON H2SA 4- 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. II II FOUNDATION HAS BEEN DESIGNED FOR A 501E iq. DO NOT BACKFILL AGAINST FOUNDATION WALLS I 1 SIMPSON M5T27 UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. ASSEMBLY: BEARING CAPACITY OF TWO (2) TSF AND GRADES 1 1/2" WIDE - 20 &AGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I I „ � , METAL STRAP ®48�� 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20• PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD 5CREW @ 12 O.G. I� NAIL SHEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). P05171 ON NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10x3" (w/ WASHERS) G8d NAILS ® 4" O.G.ALVANIIZED OR STAINLESS STEEL RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z . o ALL HEADERS 6 �. .0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Q o WOOD SCREW F 6 O.G. ON EACH LEVEL OF DWELLING AS REQUIRED BY ALTERNATIVE FASTENER FOR SHUTTER BUILDING: SUPPORTED BY DOUBLE UPRIGHT5, a.0 FT AND OVER Y^ #10 TEE NUTS ATTACHED TO B1LDG. w/ #1010 x1-I/2 ( W/ WASHERS) MACHINE BOLT ® 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. o M SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. cn p O W FOR DESI&N. 22. ANY ALTERATION, REPAIR, ADDITION OR GOMIVERSION TO �W x 8. PROVIDE FIRESTOPPING AT ALL LEVEL w _j •w Z 3 a AN EXISTING DWELLING REQUIRING A BUILDINIG PERMIT �-W"- =az WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS INTHE w .0�w 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED W 1 TH HARD W I RED $ W N�o PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W . N 0 _,4 IN ACCORDANCE WITH LARGE MISSILE ST O 23. THE NYS GORES AL50 APPLY TO AGGE550i�Y ASTM E IQci6 AND OF ASTM 1886. AND DECKS ETC.. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS N LIEU OF THE ABOVE MENTIONED W I NDOW5. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAW I NGS. STRUCTURE DES 1 GN. M PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH co) c) . m HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOOR5 TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK P05T5 , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. 5HALL COMPLY 1N/N'*r56C CHAPTER #2504.11 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ,fa. NAILING SCHEDULE FRAMING NOTES rye `,, ^= N)", . TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4" r"�• ate..,_ c ` � DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR � 12 BETTER. o.c. EXTERIOR EDGES AND 6 d " ©.c. 51 ZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" PROJECT NO: MIN. THICKNESS OR AS NOTED. I�• ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1709 �hl RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITEiCT. o to O CEILING JOI5T/TOF PLATE 4-5d (TOE NAILED) 3. ALL 5UBFLOORING TO BE APA RATED STUDD-I-FLOOR, CEILING JOIST/PARALLEL RAFTER 8-16d (PAGE NAILED) F-XF05URE 1, 3/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE HJT Ffl CEILING JOIST LAPS OVER PARTITION -I-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANETYPE COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS PROVIDE HUR' TCS 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED RIGANE o to RIM BOARD/RAFTER 4-16d (END NAILED) WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH CLIPS AT ALL PERIMETER J015T TO GIRDER TE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) CONNECTIONS. TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 1/4/19 a STUD/STUD 2-16d (PAGE NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. 13 ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER 16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET s> ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR T TITLE: Ion o Los° BOTTOM P ATE OOR J - L /FL GIST 3 Ibd (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 0 JOI5T/5ILL, TOP PLATE or GIRDER 4-5d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST :2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-Ibd (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR O 100( 0 <,450 LEDGER STRIP/BEAM 4-Ibd (FACE NAILED) �• DOUBLE US FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, C AND ERECTION OF NOTES & toO o (.50< JOIST ON LEDGERBEAM 3-16d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE Sd COMMON NAILS a 4' O.G. BAND JO15T/JOI5T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT H16INTERIOR PORTIONS OF ROOF - TVP.PRESSURE ZONE - b O.G. INT HIP ROOFS AT EBAND JOI5T/5ILL or TOP PLATE 3-Ibd (TOE NAILED) WITH RATED GALVANIZED Mr;TAL CONNECTORS BY 100( O <.30 O PLYWOOD ROOF DECKING ad ®4" O.G. EDGES, @)8" O.G. FIELD "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROIWS OF 1/2" DIA. STRIP SHEATHING ad (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d a4" O.G. EDGE5, @8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANEL5 IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d ®6" O.G. EDGES, 012" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE NOTE = a = 4 FT. IN ALL GASES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND COMPONENT AND CLADDING PRESSURE ZONES OWNER. BID & PERMIT SET REVISIONS 10'7'-2" �✓27/la FLOOD VENTS 8" THK. POURED GONG. FOUNDATION WALL w/#5 REBAR ©12" VERTICALLY, 24" HORIZONTALLY, w/36" 5PLIGE AND 131_311 PER SPECIFICATIONS, WLIOUID APPLIED DAMPPROOF I NG I 10"x24" POURED GONG. FOOTING SET SMT. SMT. ON UNDISTURBED 501L w/(3)#5 8„ INDO 1NDO VI CONTINUOUS REBAR /WELL /WELL I F Off" 0%in DA'"I C) N LA N. -TIGNE FAG! SCALE: 3/16" = V-0" .i•� i;F.�; ..�1'.i'it. :Ti... ,.e ;�L;.v:S °e`f iiy'.;11.•o-... .t•• ,a'�t i- CULTURED STONE FACING =� TOP OFF UNDATION -71 BST. +5'-0" ABOVE TOP WIN IAJ OF FOOTIN �i I i 1 Z w/WELL - 4 THK. GONG. 4 i �! SLAB REI F. w/6x6, ; (2)2x10 TR. WD. ' W --------__ #10/#10 Alm (2) #5 REBAR _ B '''' - �. (3)I-3/4"XII-1/8" LVL Y: zw -------- �� 11 -1/8TJ1/360 a16 FJ m �i (3)2x10 TR. WD. _; V I I 4,`•. x GUT STONE PAGING -------------------------------------------- --------- -- ------------- I :R rs #5 REBAR ® 24" VERTICALLY i I tFs 4'-3" i COLUMN ABOVE I V -12" DIAMETER GONG. = Q �;N t. ,'t I ,,,�, •>,: ..M PIER w/GALV. ANCHOR � WBxI STL. M x18 5 ' a m 5" THK. POURED CONCRETE �— `�Ya < STONE FAGIN y �y CULTURED G ~..:. : Z Y I 2x10 LEDGER w/TIMBERLOK - , . 2 63 SF PROVIDE 3-1/2" DIAMETER ;'t '' WOOD SCREWS @I6" o/c. Oi O =x' � PVC DOWN5POUT IN TWO "" m ��I, 13-oilSTAGGER TOP 4 BOTTOM (TYP) COLUMNS, THROUGH PORCH Sf r •�, BELOW TO DRAINAGE PIPE m _ ®I I AND DRYWELLS i ==I Q j Q 12"x24" POURED CONCRETE ;,:,L,4;« I m I > 4 r FOOTING w/(3)#5 REBAR, TO BEAR ON VIRGIN SOIL Lo FOUNDATION DETAIL E- ''' 24"x24" GONG. PIER TO GRADE Lc) ON 12"x36"x36" T''P. FOOTING Mr W8x18 STL. BiYI ; _:• 8 �18 5TL. B -rti C�j� cV N PROVIDE FOOTING AND =' i ____ I O v FOUNDATION FOR SUPPORT I - - " cV l W OF MASONRY FRONT STEPS 8'-I I" 5'_211 II Q 4" THK. GONG I - SLAB REINF, /oxb, i O _ FILLED s #10/#10 WWN - I \` }- - - -I ry �o = AREA M i —I— I �t �y = (3)2x11 TR. WD. y, I 3-1/2" OUTSIDE DIAMETER ST. PIPE I077 : COLUMN ON 36X56 12 FO TING ENSURE FOOTINGS BEAR CN VIRGIN SUBSURFACE, OR r' ,% i I REINFORCE w/(3)#5 BARS, OACH WAY ON COMPACTED MATERIAL. IN ACCORDANCE WITH « a I I I I 16"x16" GONG. PIER TO GRADE ON m SPECIFICATIONS ' i ! _ N r _ ! ; A5XIa 5TLa $ IF 7 I t I 24"x24"x12" TYP. FOOTING to ' a;; I 5TL. B j N — ct j \/I1 F- SPRAY Z ;� IN5ULATIION IN JOIST CAVITY I i} I 2'-0 " Q c" ABOVE] PER SPECS I I 1A11 -7!�jTOP OF FOUNDATION - J .01 +51-0" ABOVE TOP "- W J X D Y~ OF FOOTING i L::�, M1 W• v M W o 04 OUT STONE FACING YELLOW PINE STAIR m ��bmv - �I TO ABVE w/2x4 r' "'. N N { HANDRAIL5 a. W8>18 STL. BM WS e) STL. OM Ys S ,;.I• .z•_ <.� ,..,.� z I �' �- i 10'-O" 2-O 1*71 O„ 2-O 110'-0" 2'-8"All 11'-111 — , -5" 15'-O" - + —011 ,o Gfi� Y�IL i SSG °�C. ' o� Y _ 1 S'•1011 n 1_I I ,�{.', `y'r�' /1�7 ..A � ;f.;,.., ..,; ::ir`..r: ',v,• C/ I I ;b.;io': '':+.,w3;ari•",,' :ri s c �, `�'- E _ c47V VS 0 ''- TOP OF FOUNDATION 51011 '-I I" W8x18 5TL. 5M w t; +8'-0" ABOVE TOP •�; ;, rr 4:, p OF FOOTING ! HANG r r: A 11 JO 15T5 6'-111 -t'-5" PROJECT NO: 1709 {- j 4" TI K. CON . i <j TOP OF FOUNDATION I DRAWN BY: SLAM REINF. w/6x6, STONE PAGING Y: a +6-1" ABOVE TOPPROVID 4" SHED IN 0/#l0�# I FLOOD V NTS 1N WALL TO CRAWL SPA E. „f Of-- FOOTING _ FOUNDA ION FOR !_OWER _ y 1 \ AAM i TS FRAMIN AT MUD*r=CH _ ------ _ �� i (3)2x10 CHECKED BY: 6" THK. POURS CONCRETE - \ SLAB ABOVE, IREINFORCED _ z DATE: 1/4/19 w/6x6, W4.0 x4.0. PROVIDE SLAB INSULATION PER SPECS ' _ x ��\ jt? +•:R° I r Oo iij \`\ = mm, - SCALE:TOP OF FOUNDATION " = 1' - 0,1 +5'-0" ABOVE TOP FILLED 4 COM ACTED AREA 3/16 11--/8" T.-II/360 ®I6" FJ FOOTING x --------------------- ------------ - - I N SHEET TITLE: bio , m i \ (3)2x(o TR. WD. P05T5 F' x i v w r n .,: <,:. ..«,t .s<^..: >,.. ,.<:::. •x,r..�.•thJ :s. (3)LVL HDR .ix I Q FOUNDATION ..1: - A....,,• ;,. ..g,,; .;b>... •w .. ,•... :.*. .,? w-',' .:S'i•¢• :•,`ire d yu' .;fid.i. PLAN F ....'..=:n'G•:!:a:"+.:"',!: ....::li.'y'tl:w'�. .Y. .,'F.t ha:1:' .,S ;1::.a,�t'.r.K:' ::,. ., °.,. a7`' ::w-,�•,. k., `'..p PROVIDE OONTINUOU5 REBAR ,, FLOOD VENTS IN WALL TO CRAWL SPACE. BETWEEN FOUNDATION AND SEE SOUTH ELEVATION AND SPECS. RETAINING WALLS `{ PROVIDE FRAMED POSTS BETWEEN ry 7'-10" 8'-6" OPENINGS, w/( 2x6 POSTS SHEET NO: N i REINF. MA50N Y RETAINING WALLS, 45' 4" 17'-0" X la'-3" APPROX. 17'-6' LONG, FROM UPPER TO ' LOWER (SRADE, w/STUCCO FINISH -0' t 10'-6" 10'-0" •�� rt. - --- ---------------------- --- -- P E R�JI I T SET 1 u 3'1-10 12'-O" TYP. WALL CONSTRUCTION: CEDAR 5HINGLE 51DING ON 30# BLDG. 6" 4" 4" " PAPER ON 5/8" PLYWD. SHEATHING ON i '-211 a' 14 " 2x6®16" FRAMING, w/INSULATION PER SPECS I HO E BIBB I = CUDH-NG 3228' CUDH-NG 3228' cum—1;3228• CUDH- G 3228' CUDH G 3228' WOOD FLOORING 1 I king 1 TAPERED VL i Y i O sj811 C7Y�. _ BD. GEI INC O w -7i BATH �i 1 1 z O z �Ol STUDE4-- :ThE FLR. p �i I NANI 4 STRUCTURAL NOTES: I'- �i p! HAR EY'S1 Q - _ IPE PENDING INSTALLED W 6 J 0 �! --� RO M = - _ (2)2x10 MINIMUM HEADER - of O - _ - - PERPENDICULAR TO HOUSE WALL, ON TR. WD. FRAMING LVL = 1-3/4"x11-7/8" MICROLAM (UNLESS NOTED OTHERWISE) O - mii ILLIL O - of OOD FLOORING m ' II r' F IZ V_ D+�� WOOD FLOORING ;Ic�Xo I %J"m FLO " R P LA ImmQ -! - - (3)LVL 1;po I t- - ----------- - - <( SCALE: 3/16" = V-0" ; �___ s _ ; ' ; ; 10L GL ___ -------�-/---_ _ _ (3)a-1/2" LVL M ^ I 151_ 11 -----' I ISI II m TO jG Lh+L I I TAPERED ____L : 4"x4!1)Y4" 5TL L Q 18' O y\ SIMPSON HHUS210-3 -------------j i_-------- RNAM -AL i�EA>�t-6.E� 4 ------- ' �------- - 0 ;"�;� m ------------- -- -------- I � �.... T] LI C7 ` I';'9 j I �j IPE DECKING INSTALLED _ Z I 'W OD FrORIN I ! _ PERPENDICULAR TO HOUSEO I WALL, ON TR. WD. FRAMING `i� O `��, I i ; I I m ! �t GAS PIPING TO 'FIRE TABLE' �- G I p, PROVIDE 3-I/2 DIAMETER - I ; - _ __ F I R5T FLOOR: 2,��8 Sf PVC, DOWNSPOUT IN TWO m ---2; 10®I -��- --� -- 2xlj ®Ib" FJ ; ---j HATCHED AREA OF PORCH Q COLUMNS, THROUGH PORCH I' I 5EGOI V�D FLOOR: 2,2-73 Sf BELOW TO DRAINAGE PIPE % I -------------J ------------I L---------u ---------- ----------- ' L- - ----- - ENCLOSED w/AUTOMATIC AND DRYWELL5 ------------� - - ------------- ----------- --- - ---- - -- - ------- - _N5. 5ffI! VV_1AIt 11 I --- --4'-'11 '-I I"O 6'-O" I I '-I i I5'- ' (3)2x 10 SPECS �' HOU5E TOTAL 5,21 sf _ ry I Q (� TIP" FL.VL _(3)I --1 8" F . _ O - - ---- / ( ' --- II-1 II TJI/3cJ©Ib" - j----- I1_h/-j" JI/3 611 - - I Lo II I 11 -- u� "\ . ., I Q., �( N I I Y 1=-THRU 6As I 2x1016" FJ fig'E G RE A T I O N �'O O M: 1 ,O,5`"f' S f ; i % I --- -------Awl, ---- — FIREPLACE -- ------ ------ - _ - N ' �-- --- ---��-5�-�-- -- •\ I IPE TREAD STEPS TO GRADE m I (2)3-I/2" /2"x 8" ,II 4"x4"xY4" STL COLUMNS ON TR. WD. FRAMING, w/PVN O MASONRY STAIRS STL. ANGLE w/(')3/411Ij j I'� 0 RISERS AND STRINGER COVERS w SLUESTONE TREADS AND M.B. EPkH L G I II CULTURED STONE RISERS / ' _ _ ,1 ; ;IIS_ _ _ �f 1 i _ in _ ; FRONT �o _ _ 1 !1'-_-------- i O_ _ wo st r space 0 ►n p d I PORCH �, / ------------ij - - D I I _ 1 STONE Hi h s ace n - �+ 9 p�I r I_Trp_- j � m ` I OOD OOR �` I PAVING / FO--rER , TJI s 1; „ 1 ; WOOD FLOORI 5 / OVERHANG (TYP.) � I II 11 611 >; m / i -------- ----- - I Lr - ----------- ----------------- -- - (' i 1 I GL N GL CABINET ; _ I I m ----------------- - --I— I i i 08 z R ' ; ; �- I $G"PVC EIL1N _ 0 31-/11 NTRY '� V 500 ir -3 3)2x10 Ith 0 `� I N I I J2. oma ^ T- _ ----- --------r� L---- -- --- -- - = W J• v 3 -- O PL POWDER N r ----------- - - _ W D 12" DIAMETER STRUCTURAL COLUMN ' fir, j = I__2_x10_@�Qi" FJ_ 0 W• w N w/3000# SAFE WORKING LOAD. , +d' l _ wimp PROVIDE SIMPSON HOLLOW WD. FLR. +��` 3'-O" I ; I 1 12"xl2" CASED STRUCTURAL n W, a N COLUMN HOLD DOWNS (TYP.) SEE 'S j { COLUMN w/3000 SAFE WORKING O - - ---- ------- L------ ------� I - ---I_--- O D. D O O O 5PEG5 i OFFICE +�� - ------J -- COLUMN HOLD DOWNS (TYP.) �p I _ WD. FLR. �� OR1�AM TAL $EA Grzjtll = % ' II < CUDH-NG 3226•-CUDH-NG 3226'—`0 1 �_,cl r I , ___ T______ ______T;__ ____4_____I __________________________ - `, I 1 1^ 11'-111 V! 3'-11" CABINET (T�.I11 ' I ; rI I J I I - 2'-O" 2-O" , , , , `�� _ RANGE HOOD DUG --__-_-- -_-___J L____ ________J L-___-- -- --- d, �� O ' AND FAN ABO�lE `fl 10'-O" 17'-O" 10'-O" 2'-811 - - - --------- ------- - -------- - --- ______ -- -- li NOOK a r-- - r- - r-- - FL. HDR ! 11 ! O; ; N 1 - -I 3 6 3 - o cV UP ! WOOD Fl�.QoRING ; 'O ; all� m 9 P �. 0,, BELGIAN BLOCK 1/ERGE ON SLAB _� -�p------BACK HALL ----- -- ! j �j ! � _I_ �;1' _ :'' ` r,.S."^9i 11 II 11 II 11 11 -_--_-- lh 11--1/8"TJI/36o� MI6° Flo' ja,SF j j ' I ' BENCH �e �•, ._.' 5-I/2 xll-7/8 APB 5-I/2 xlI- /8 APB 5-I/2 xlI-�/8 APB _ _ _ _ L\ 1 \ ----- - _________________ ; ------- ; s i 22s'-CU 22s� — ----- ------- --- ---- ------- ---------- J L-------------J L----- -J ` _-I=----- CUDH-NG 3 _ DH-NG 3 I TONE P V I NG +� _i ,� -------i --------- OVERHEAD DOORS PER SPECS � G VERED PORCH � � SLOP SINK �+ I CUDH- G 2620 CUDH- G 2620 3� L FL. HDR i - G 3 6'CUDH-NG 3226' 1 11 �' '� �'. f° 7-5 ` 1 1 = CABINET PROJECT NO: HEAD i HOSE IBB 1 ' 1 _ _ 1709 �I DRAWN BY: I 1 to ! QI j MUD ROOM %b -� _ m 1 -------� O I DN +� T L F R - I i �� o GY1� 21 TS �1 0i IL1 '� O m' RUBBERIZED CHECKED BY: =I =' 0i } (2)LVL _4 _I FLOORING L I N N O IN yI I lt�-! �I -- -_ ENGH �� ,��+� i < = DATE" �1 VI THD. RE G RETE ! -t1 -- w; rI 0 _ 1/4/19 5/811 TY R�6YP-B . ON =t I ~! m D --- --- - �' - O i C1 SCALE: WALL CEILING mI w/bxb, W x 4. . PROVIDE ! ___ ___ ___ _ WOOD - ® i '� 99 _ 11 N FRAMI OR I-1- 1 B ATI N E 1 3 6 STAIRS ! 3/16 - 1 - 0 HEAD RATED CLO5UR SHEET TITLE: ®g._q�� I = --- --- --- MEGH?iNIGAL I �- 1 I 1 _DOG 5 AGE_ RO M i IPE DECKING NSTALLED i - -- - I i PERPENDICUL R TO HOUSE _ TILE FLR. 4 TILE FLR. i WALL, ON TR. WD. FRAMING FIRST GYP. BD. FIN. ! � 1 I 1 Ii'27C41L I FLOOR CUC 4832 CUC 4832 GUC 4832 D G CUc 4832 Cuc 4832 DOOR �' NOTE CHANGE I N WALL HEI HT TO ACCOMMODATE DEEPER MING '-a" 3'-3" OVER GARAGE SHEET N O: 45' a" ?'-4" II'-10" 13'-10" 13'-6" II'-o" b„ 611 411 i(11 /11 T 11 80-8 BID PERMIT SET 5.71—Q 11 5'-5" 51-4" 10'-6" 14'-4" 3'-II" CANTILEVERED ROOF DECK WIFE DECKING OVER WATERPROOF MEMBRANE, w/GABLE RAILING. i SEE DETAIL SECTION 3 king - --------------------------------------------- _ f • LIZ'S CLOSET 31_/)11 I 11 41_5 11 11 I_ 11 ff) �o+� G TRtDRAL 0M U I O i ! wXQRNAMENTAk 11 Z 11 I ! M�NM5 ABO 1 1 I c�UEd1 W 1 ( 1 I ! I ( � Q _ M in B --2ROOF x10®Ib'r -~ r CLOSET ! ! iEDROOMi m = - _ = UI +� 0 i SK W�,,6D FLOORING I ! -1 ts' N tVl d) O Y GLC. AB 1 '�� I ' I I ' I ' I m C7 I 11 10'-10" ! 3'-6" 'i 6" 6'-0" N m ! GUEST ! Lt 1-1------- ---------------- V STRUCTURAL NOTES: ! BEDROOM ! !! " 41 (2)2x10 MINIMUM HEADER 4-g G WOOD FLOORING i �sr 1 0 ; a LVL = 1-3/4"xa-1/2" MIGROLAM (UNLESS NOTED OTHERWISE) \ 1' ' 3 xl0 - m Q E �� DN- G 2 O O CA248 �� _ - , 4-1 :2>410@16' O Z m N +io. G ®a' T x - O D BATH #2' m O Q. m -- 10 1611, J---- ! 14-14-11 V A51-4 LAUNDR,r smculmu IMLOOL La Nm ,�-I I f ! _ �- a SCALE: 3/16 1 0FLR (n I I 4'-10" 32x8 �' - Q Q9 _ I i(I_O11 ------------ - iv ----------- - - ----- --- - -- - ------� 6" I Wd 1 i�'IN I 1 ----- ----------- ej LO m I CPD FLOOI G I i _ I 1 7/6" LV HDI:;Zi ; N FRONT PORCH ROOF w/FLAT SEAM METAL RAILIN , ! « ROOFING ON 30# UNDERLAY ON %" PLYWD. ;'! DECKING. PROVIDE ORNAMENTAL RAILING Z + I __!- —1 ! I•� W ------------�------� ---------- -�� -------------s,L-_-_U____4NAm_r_N7�AL---�-__PER 5PEG5, ATTACHED 4r FLASHED AS REO'D --------_- } -__ __--a-__ ____----__ ________--- -- _ -- ® 4 d 1 I 817 G ® I d - _ - � vJ _ I PC x ------------- O i xl I iI m r-�f-1-�2�--- i RAILIitilc� V C "/4 11 111 ' I I 11 I 1 1 1 1 _ ad Z t! II LIN p+ -1 ; ; I ; - m --------- m co M � ------------ `�O 1 -------- ----- --- m +�O J Y o+ 1 _ ---------GL--- ;O o r ---------- -----------------i O cn Li 1 (3)2x 10 ; DN Q Q O+�O '' _ I W J• W Z 3 D __ N �� '� B TH #1. !TRAY GLC. ABOV i W +8p �- W' M o 1 1 O a N 0 I x f W• N x V ! - Lf) ! king 11 1 1 m ' ------- I 1 Qr 2x10®I6 GJ c cf -------------- = ' Q ! AL fiNIIi� '5 i- - - HALL. 16_'_ ------------ --------�,' p cl) c) cv p j ROOMloll - I ' x l NOOD FLOORING 3'-4" ^� i II'-I' 1 11 UP i TRAY GL . ABOVE li p/ O I p 9 J }----------------------------- - ,yo+� ! 50PH1 'S li z o- ROOM O -. - I WOOD FL ORING x z dJ O" 0 3'-4" q'-IO" 1 - 2428�ki 1DH- _ + 31 1�•n "' '� �ry'r>� ' �`" �'„ � ill HDR i i i A324�CtlCA3�4�-- � 0 - -----------------------------it r (2)2x10 HDLQ r T� 10 I I I I I 1 _1 _ ----------* *---------- ----- y y I - - ` I I I I -- I I - \ I I 1 I /------, ,-------------, ,-------------, ------------, ---------- HALF - -i LIN. 61_411 I PROJECT NO: ili ill 41_O11 111 1 ! �� !1' ! ! !1 i1i i1! il! ili WOOD FLOOR NG _� 1 1 I I I 1 ' I / �(�ln� 1 1 709 I 1 1 IIL% I I PR IDE GY BD. FI HES 8 - 4 _ kin 13-5 DRAWN tl' �t 1 t t t t { �t i Il! !I! !I! !I! +O _ DRAWN BY: Il! �w ;o� ;1; , ; ON ;11y11.rL5 4 , LG. / II; I I 1 I +� +� p �_O TRAY G G. ABOVE , 1 5TANDING 5EAM METAL ROOF. SEE �V l(ll I I I I 1 1 I I t l 111 111 111 111 TILE F Q I BUILDING SECTION AND SPECS TS ' , BEL AC'S 1 _ CHECKED BY: 1 . IIW 11 11 1 11 11 Q 4 = 11 VII 11 11 11 \ DN I 1 1 I I I I I , I p GREA�1 ROd 1 1 1 1 1 1 1 1 0 I R OM p i }��___—_— -- --_—_—_—_—, _—_—_—_—_—f _—_—_—_--_f�_____—_—_—f}�_—_—_—_—_—FI.;._—_—_—_ j ! WOOD F OORING ! x U1 A x 1 1 fit 1W 1 1 1 1 1 WOOD FlI ' ORING 1 1 1 1 1 1 1 1 1 j ry WOOD TAIR pll1� III 1 I ! j i ! 'I' 'II WRAIIING PER 'I' ' ________ I -. DATE: I 1 1 I I I 1 1 I I ill ---- ill1/4/19 2x I O�16 G.T®aT m PROVIDE METAL PAN FLASHING AT �, 1 1 xl 1 1 1 I I Ill I I 111 1 1 1 1 SPEG� I I I I - �(� Ill I IW 1 1 1 1 1 1 1 I 1 I 1 1 ^• N ' i rytltlf I l i i t 1 i I I I i 1 1 1 1 1 1 111 1 I • • i I '•� I I 1 1 I 1 1 I I I ' _ 1 � ALL WINDOWS/DOORS PAGING SCALE: 3/16" = 11 - 011 `\ WATER (TYP) 1 ili ili� iIi 1 1 i , EE R00 ! FRAMIN, 1 iIi ll. Ill ill o ! i t t SHEET TITLE: !i! Ili !11 ! i i LAN FOS i PURLIN ZES ` ; 1 -�II 111 -- -- �p -------; I ;-------- `---------- 1-------------- l'- ' 1 -------------------------- --------- --------- L------------- ------------- _ - - - - - - BATH 2 __ °+ ,1__ r _ - (2)2xIO HDR i (2)2x10 HDR (2)2x10 HDR1A =====C.L=___ (2)2x10 == Gl'-=- pi SECO D HDR `t FLOOR PLAN SHEET NO: 41_-}11 21_611 41_111 41-011 41_111 I 1 1 41'14" 5'-4" 4'-1" 4'-111 611 6'-10" 6'-1011 lip I 1 I II ! 11 1_ 11 I 11 I_ 11 1 11 1 II 13-6 20-O BID & PERMIT SET E I I xl X16" 2x1016" RR 2x ®I6" RR CONTINUE R.R. DOWN v TO DBL. TOP PLATE (2)2xIO URLIN Z ♦ � V XI �1 �I x OI 1 W M B �� J _ _ - (2)I I-7/8"i L_VL RI DSII I �! (3) 2x10 RR > (4)2x6 POST T BELOW O ❑ Xi - 1 r I 1 �0, ryj ♦ . ♦� j = �) `L �i vl' x 1 I 2x O RIDGE /\> _' � cxY� �— / I xl ❑ � .� N 'g< all I ry I (2)2x1 PURLIN • '� 1 ` x! I 1 ------------- oil !T7 ❑ I Q 71 dL —____-- 2x10®I6"_RR __— 2 — 6" RR—__— O 2x10 R I 2)2x!0 0 z v STRUCTURAL NOTES: �' ! (2)2x10 MINIMUM HEADER �� = I O LVL = 1-3/4"xQ-1/2" MICROLAM (UNLESS NOTED OTHERWISE) \` \GP`s O! /Jv ❑ I --- ��. 'ox! `rye � Q P --- - \ / ` (`)2x1 IDSE i —�1�----- Z,V co I o; / ` • Q'v w a V Q 1 X1 ! Lf) )2x!O,PURLIN 111.0- l�K �� N I , I �I I Li <L♦ r 1 /Qvv pi SCALE: 3/16 V-0" , ♦ N I /V v I Ni 2x10 RIDS ` #4 2x10 RIDGE ` - ♦ C \I `•IN I xi 2x10 PURLIN I % z- (2)Qx_I_ILIN ' (2�2 1 Q CD I I I XI F QO 0 1 I Ni 71 -j m >- W -J. w z 3 x D _ W -------- � I w c. w O Q o cq `\ -11 Q F—• v I 2x10 RIDGElx70 klk , N N• - -41> NI ❑ i I i 2x10 RR 2x10@16" RR CONTINUE R.R. DOWN Q TO DSL. TOP PLATE 1 LPROJF—C C < `2x10 R,I E ILS � �� I I ❑- --------2x o—@ 6f -� — — 2x Lczo—L RR-- 2x10® RRxXI !2 2x!0 PURLIN 1 — I 1 � (2)2x10 PURLIN �! 2 2x10xr�JNO: IY! QCI tu 10 of �� 1709 Xx 1V DRAWN BY: NI ` NI ' ryl ®I I �Off' J I TS LVL NI ♦O�1-� CHECKED BY: r (2)II-7/8" LVL RIDGE ❑ (X i v IX! 1 Qvi 1 r o A DATE: 1/4/19 �I %zI - ryt---- - 2x!0@I6- RR --� SCALE: O! cxv) it I :2x @16" RR 1 3/16 11 - 1 9 - 011 cv ml I � ml N! N! SHEET TITLE: I a ` I2 2x ----- --- xi - - - r--S z (2)2x10 PURLIN�, 1 I 1 Qr j (2)2x10 PURLIN p�I�(2)2x!O PURLIN 1 pl I �j ❑ I ❑ �� j x( �I6'rRR 0x10@1& R 1-0@16', RF ROOF ------------------------------------------- I- i ------------------------------------------------------------------- ------------ --- ----------------------- ---------- ---------------------- � F RA M I N G ! N PLAN I SHEET NO: I DID & PERMIT SET ORNAMENTAL CHIMNEY FOR CONGEALMENT OF VENTS, wNVD. FRAMING 4O_1 ANCHORED SECURELY TO FRAMING BELOW, w/PLYYiD. SHEATHING, METAL LATH, AND THIN STONE FACING, TOGETHER WSTONE 'TABLE'. PROVIDE ALL REO'D FLA5HIN6. SEE DETAIL I --------- TREATED NOOD WOOD SHINGLE ROOF ON I MESH UNDERLAYMENT ON BO# BLDG. PAPER ON 5/4" PLYWOOD DECKING Z CANTILEVERED ROOF DECK WIPE DECKING - -- OVER YVATERPROOF MEMBRANE, WCABLE ui RAILING. SEE DETAIL SECTION N B i � n O \ O O V PROVIDE ADHERED MEMBRANE m O O FLA5HIN6 IN ALL VALLEYS, TYP. Q \ � Q -- - -- -- -- -- - ~ Z 0 Fm P L A O SCALE: 3/16" = 1'-0" a' cis Q 00 Q LEAD COATED COPPER CRICKET --- ---------- BETWEEN ROOFS, CARRIED MINIMUM 24" Nei UP SIDES, UNDER CEDAR SHINGLES N I i r FLAT SEAM METAL ROOFING WORNAMENTAL RAILINS. SEE SECOND ` FLOOR PLAN FOR DIMENSIONS AND DETAIL SECTION civ m cv PROVIDE RIDGE VENT WAOVEN SHINGLE RIDGE GAP (TYP) oe i o!S Z• I � Q• M rn o � to a >I- Lu W 'JW Z W X _________ F Q Z LL ----- - - - W. i ui .,, a o ORNAMENTAL GH I MNEY FOR LIJ. N CONGEALMENT OF VENTS, WAD. FRAMING ANCHORED SECURELY TO FRAMING BELOYN, w/PLYWD. SHEATHING, METAL = - N N LATH, AND THIN STONE FACING, TOGETHER i O J I w/STONE 'TABLE'. PROVIDE ALL REG2'D m O - 24 O" FLASHING. SEE DETAIL ox STAND I NS SEAM METAL ROOFING OVER BO# BLDG. PAPER ON 5/4" PLYYVD. CIV DECKING, PER SPECS. PROVIDE SECURE r- ATTACHMENT AND ALL REOV FLA5,HING '!/ s 0 LL o PROJECT NO: 00 000 00 Is ' 1709 DRAWN BY: TS 4 IK CHECKED BY: a� - i DATE: :� A — _ 1/4/19 or PHOTO—VOLTAIC PANELS ANCHORED -�_ SCALE: SE URELY TO 5 GTURE BE ON, AND — 3/16 — 1 - 0 FL SHED AS RE 'D OF SHEET TITLE: --- — - - ---------- -- ROOF - - - - - PLAN SHEET NO: 14'-4" 21' O" II'-a" a'—B" 5'-5" i BID & PERMHT SET ORNAMENTAL STONE GLAD FRAME CHIMNEY w/CAP FOR CONGEALMENT OF PLUMBING VENTS AND OTHER ROOF PENETRATIONS. SEE DETAIL AND SPECS PROVIDE L.G.G. STEP FLASHING AT ALL MOOFMAA LL INTERSECTIONS, CONGEALED BY CEDAR SHINGLE5 DDD D o00 PHOTO-VOLTAIC PANELS ATTACHED SECURELY TO - TREATED WOOD SHINGLE ROOF ON ROOF DECK. FLASH AS REG2UIRED. SEE SPECS. MESH UNDERLAYMENT ON 30# BLDG. PAPER ON 5/4" PLYWOOD DECKING STEP UPPER PART GAMBREL 4" BEYOND SECOND FLOOR WALL BELOW^ FLARE C 3 ORNAMENTAL SHINGLES, AND PROVIDE Z SOFFIT BELOW w/ORNAMENTAL BRACKETS ®I2" o/c. SEE WALL SECTION AND SPECS W D CANTILEVERED ROOF DECK O w/WATERPROOF LAYER, WIPE DECKING = -JUL LVELUX" 1 1 AND GABLE RAILING. SEE DETAIL V ❑ ® SECTION AND SPECS CUCA32481 CUCA3248 CUCA3248 CUCA3248 CUCA3248 CUCA3248 DH-NG 322 )H-NG32261 - 22 STANDING SEAM METAL ROOF. SEE (� BUILDING SECTION AND SPECS TOP OF SECOND FLOOR _ TOP OF SECOND FLOOR O - - --- -- - LAMINATED WOOD ORNAMENTAL Lu SUPPORT BEAMS. SEE DETAIL SECTION �--- C C C C -NG 3226 -NG 3226 12" SO. COLUMNS CASED w/PVC. SEE Z 18 NG 3226' G 3226 m DETAILS FOR AUTOMATIC SCREENS O Id. IPE DECKING ON TR. WD. FRAMING, w/STEPS TO GRADE, NO RAILINGS Q j +14.0' TOP OF FIRST FLOOR ; \ 1 -------------- --------- ----- -- - ------ --------------------------------------------------------------------------------------------FIRST -------- -------------------------------------------------------------------------- „ s ., .,.... , .,... ..,. }e .. .,r..... .................. ...a... .. �. .. r ,.. :�'- '+stir =v.::. .:.f,::, .,.2.�,�•:�' rt1. '•ti:'S-a.>. .+.,^' r .rn. 1 ♦3.. +-h '3 ',lien'• i•, �.n: + RAGE SLAB O GA L ._ •.,1. .�. O TOP F 1 ..t........,.,.. .. . . -. . �..•: _..•,. . -...,. ....... ..1 , �=<::.: r• S + �+y •tt'wJ"."'v "VFX `?,r.•w♦ a, �±: ..u,."+.: 1.. - -------------------- �a �, -�-„•..,.. � .y;.«. ,.. �,=;:. ...,•,:.:-.. 12.0 OP ------------------ - -.,� �„<;,;.�.: �.•�- ';. �,. ,.r �. :�.r.:,y, .��.� T OF GRAD • e +10 BASE FLOOD ELEVATION DOG DOOR. SEE SPECS I to MASONRY FOUNDATION BEYOND CRAWL SPACE FL00P VENTS, N ' +6 TOP CRAWL SPACE 5LA5 POURED IN PLACE. SSE SPECS +4.6' BOTTOM FOOTING CUSTOM WOOD CRAWL SPACE AGGE55 S U T H E L EE V A 101`4 DOOR w/FLOOD VENTS. SEE SPECS SCALE: 3/16” = 1'-0" 5" PVC GROWN ON Ix8 RAKE/FASCIA BOARD (TYP.) CONNECTED TOWER FORM. PROVIDE L.G.G. FLASHING AND 'CRICKET' AT VALLEY SEE ENLARGEMENT THIS ELEVATION FOR BETWEEN ROOFS. SEE ROOF PLAN DIMENSIONS AND NOTES 3" PVG GROWN MOLDING AT UNDERSIDE ORNAMENTAL STONE GLAD FRAME CHIMNEY 08 Z TOWER ROOF OVERHANG V w/GAP FOR CONGEALMENT OF PLUMBING CD VENTS AND OTHER ROOF PENETRATIONS. SEE co Q 0�0 DETAIL AND SPECS a o TREATED WOOD SHINGLE ROOF ON W -j• W Z 3 x MESH UNDERLAYMENT ON 30# BLDG. z =a 2 PAPER ON 5/4" PLYWOOD DECKING W' In = o II� - Nowa N o W• a = M V Q F—• v N. O RETURN SAVE w/FASCIA AND LEADER % cn IxIO PVC FRIEZE AT RAKE ACROSS FRONT OF DORMER ® - - ----------------------- - -- -- ----------------- ----------- --- OVERHANGS 12" 2 Ix8 PVC, FASCIA w/LEADER PER SPECS RETURN BOTH LAYERS FASCIA / AROUND CORNER AT SHED DORMER 2" PVC SILL, CONTINUOUS UNDERT IF IE / ® - ALUMINUM GLAD WOOD WINDOW w/g/4x6" WINDOWS AROUND CORNER, ON ix8 D NG 2634 CUDHP- G 5274 CUDH- PVG CASING w/2 THK. P\/0 SILL (TYP.) l w G 2426 -NG 322 DH-N 2 CU G 2428 -NG 322 CU 428 �.- /•- 1{ r; ON IxIO FRIEZE, ALIGNED w/DORMER - 2426 -NG 322s CUDH CAP A2r PROVIDE DRIP GAP WHERE CASING NOT m EAVE ADJACENT f COVERED BY FASCIA TOP_OF SECOND FLOOR--------- -------------- ------- ----- -------- - - ------ --- - ---------- -------- ----------- --------- -- -------- -- -----------------------------------TOP OF SECOND FLOOR-------------- i . PROJECT NO: 8„ _ _ _ _ Ix8 PVG FASCIA w/LEADER PER SPEG'S 1709 � 3" PVC GROWN MOLDING ON Ixl2 PVC 12" DRAWN BY: FRIEZE BOARD UNDER let FLR. OVERHANG TS RED CEDAR SHINGLES PER SPECS ON IL1E T CHECKED BY: -NG 3228 -NG 3228 -NG 3228 ® ❑ kG 262 Df NG 2624 D NG 2624 CIL IN LLJ 30# BLDG PAPER ON 5/8" PLYWD. NG 2624 O NG 2s24 SHEATHING DATE: 1/4/19 2" SHINGLE FLARE ON BLOCKING AT SCALE: -------------------- ----------- ---------------------------------------- +14.0 TOP OF FIRST FLOOR ------------------------- -------- ----- ----------- ---------- --- ------ ---- ---- ----- ---- ------------- ---------------------------------------------------------------- PERIMETER let FL EXCEPT AT PORCHES I16" = if o.. ---------------------------------------------------------- ----- - CULTURED STONE FACING ON FOUNDATION 3 ABOVE GRADE. SEE SPECS. +12.0 TOP GARAGE SLAB SHEET TITLE: --------------------- DRAIN ROOF OVER FRONT 1OOR PROJECTED COVERED ENTRY THROUGH TWO COLUMNS ANd SLAB I I PORCH. SEE ENLARGED ELEVATION MASONRY FOUNDATION BEYOND LINE OF RETAINING WALL AT CRAWL AGGE55 NORTH & WEST BELOW TO DRYWELLS ! ; ; FOR DIMENSIONS AND NOTES I I I 1 1 +6.0 TOP SLAB ----- ELEVATIONS - ---------------------------------------------------------------------- ------------------- r E i ' ------------------------------------------------------ L--------------------------------------------------------------------------------- -------------- ----------- -------------'------------------------------------- -------------------------------------- -------------�-------------------------------------------------------------'----------------------------------------------------------------------------------------- SHEET NO: I ffl E T E L E '%hV A wi 10" SCALE: 3/16" = 1'-0" BID & PERMIT SET REVISIONS 5/26/Iq show flood vents on east elevation PROVIDE 'WELL' IN ROOF FRAMING w/L.G.C. FLASHING AT INTERSECTION E OF WINDOW AND ROOF AS REO'D D STEP UPPER PART GAMBREL 4" BEYOND SECOND FLOOR WALL BELOW. FLARE o 0 0 ORNAMENTAL SHINGLES, AND PROVIDE FRONT PORTICO w/FLAT SEAM METAL ROOF, SOFFIT BELOW WORNAMENTAL BRACKETS _ ORNAMENTAL RAILING, AND ROUND, TAPERED ®12" o/c. SEE WALL SECTION AND SPECS o0o COLUMNS BELOW, w/5TONE PAVED PORCH. SEE ENLARGED FRONT ELEVATION AND SPECS FOR 3" PVC GROWN ON NEI RAKE/FA5GIA DIMENSIONS AND DETAILS BOARD (TYP) TREATED WOOD SHINGLE ROOF ON MESH UNDERLAYMENT ON 30# BLDG. PAPER ON s/4" PLYWOOD DECKING IN- A2 32 Z TOP ATTIC_FLOOR---------------------------------------- ----------------- ------------------------------------ ----------------- �u ---------- C 2 CANTILEVERED ROOF DECK 0 w/WATERPROOF LAYER, w/IPE DECKING O AND GABLE RAILING. SEE DETAIL UL SECTION AND SPECS _ Eci ❑ ALUMINUM GLAD WOOD WINDOW w/5/4x6" C� CIJCA3248 O CU H G 2428 -N 322 DH-N 8 PVC, CASING w/2" THK. PVC, SILL (TYP.) G 3226 -NG 3226' -NG 3226• �� PROVIDE DRIP GAP WHERE CASING NOT Ilu r' COVERED BY FASCIA V TOP OF SECOND_FLOOR TOP OF SECOND FLOOR - —— - ----------------------- -------------------------------------------------- ---------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------- -- -------------- --------------------- -------------------------------------- -- ---------------------------------------------------- --------------------------- O Ix8 PVC FASCIA WLEADER PER 5PEC'5 OPEN DECK WIPE DECKING ON TR. WD. 3" PVG GROWN MOLDING ON Ixl2 PVC z FRAMING. PROVIDE IPE RISERS, TRIM -NG 3228y -NG 3228 -NG 3228 -NG 3228' CUDH-NFlu EE11 1� I I 1� EEI FT FRIEZE BOARD UNDER Ist FLR. OVERHANG AND STRINGER COVERS O D NG 262 D NG 262 a 5 FT. HIGH OVERHEAD GARAGE DOORS w/STANDARD CASING. SEE SPECS Q +14.0' _TOP_OF_FIRST FLOOR 2" 5HINGLE FLARE ON BLOCKING AT - - - - ----------- M LR, EXCEPT AT PORCHES PERIMETER Ist F +12.0' OP OF GARAGE SLAB Q - CULTURED STONE FACING ON FOUNDATION ABOVE GRADE. SEE 5PE05. Ltd MASONRY FOUNDATION BEYOND N I � � I +6 TOP CRAWL SPACE SLAB --------------------------------------------------------------------------------- I 1---------------------- ----------------------------------------------------------------------------------------------------- 1----------------- _____________i�____1_t_____________________1_r_ -----------------------.-_-________--------_-____________________--____________-_________-------____--------___---- 1 '_ ------------'---------------------------------'----- +4.6' BOTTOM FOOTING --------------------------�---- -----------I----------------L-----i-----------------------�- ------------- m Apft, rmw arm mrm N IX m F, in m imq;� I I - H E L E "' A SCALE: 3/16" = 1'-0" 5TEP UPPER PART GAMBREL 4" BEYOND SECOND FLOOR WALL BELOW. FLARE ORNAMENTAL SHINGLES, AND PROVIDE ORNAMENTAL STONE GLAD FRAME CHIMNEY SOFFIT BELOW w/ORNAMENTAL BRACKETS w/GAP FOR CONGEALMENT OF PLUMBING 12" o%. SEE WALL SECTION AND SPECS VENTS AND O'T'HER ROOF PENETRATIONS. SEE C DETAIL AND 5PEG5 /06 Z V/ Q• M � /7 000 � t0 000 - J �• o � A a p M F 0 t0 W J• W 2 X STANDING SEAM METAL ROOF. SEE ~ a i BUILDING 5ECTION AND 5PE05 - - a � o Lu- N x M U ti Q �• U � TREATED WOOD 5HINGLE ROOF ON y N. MESH UNDERLAYMENT ON 30# BLDG. PAPER ON 3/4" PLYWOOD DECKING TOP OF ATTIC, FLOOR ----------------------------------------------------------------------------------------- ------------------------------------------------------- -- --- --------- -- - - ------------------------------------------ - --------- ------- ------------ -------------------------------- - ' ------------------------------------------------ u j LIE:JE CU 1 3 r � 12 1h-NG 3226• DH-NG 322 DH-NG 3 • -NG 3226• H-NG 3226 CUDH-N 6t NG 26341 CUDHP- G 6074 CUDH-N 2 \ NG 3226« IH-NG 3226 CANTILEVERED ROOF DECK W/WATERPROOF _ LAYER, WIPE DECKING AND GABLE RAILING. LF SEE DETAIL SECTION AND SPECS cV r !r f TOP OF SECOND FLOOR m �� TOP OF SECOND FLOOR - --- --- --- --- --- --- --- --- --- --- -- --- --- -- --- --- --- --- --- -- --- --- --- --- --- -- --- --- -- --- --- --- -- ---- - - ----- -------------------------------- -TOP- LAMINATED WOOD ORNAMENTAL PROJECT NO: 12" 50. COLUMNS CASED Y4/FVC. SEE I'-6" SUPPORT BEAMS. SEE DETAIL SECTION 1709 DETAILS FOR AUTOMATIC 50REEN5 ❑ DRAWN BY: ® ® 'Y < CA2 ' - ALUMINUM CASED GLASS DOORS PER TS %.. DH-NG 6 CUDHP-NG 6058 -NG 6 ' CUDH-NG 4430' WDHP-NG 6066 CUDH-NG 4430' O DOOR SCHEDULE. CASE w/'/4x6 PVG CHECKED BY: OPEN DECK w/IPE DECKING ON TR. WD. CU 080 CIO D 6 ' "\\' ', 1 080 ,,' u �-' ' CU t 080 FRAMING. PROVIDE IPE RISERS, TRIM , AND STRINGER COVERS DATE: 114119 2" SHINGLE FLARE ON BLOCKING AT +14.0 TOP OF FIRST FLR. ~ PERIMETER Ist FLR EXCEPT AT PORCHES --------------------------------------------------------------------------------------------- ------------ - - VIEW OF RETAINING WAL :'z ------------------,r - >. .. �. _ — - -- -- -- - -- - ------ - -------- - -- 3/16" — 1 0,. ---------------- ELEVATIONL -.xN. ;,.: . ..aa.' :Y.,. aS?.. AT CRAWL SPACE ACCESS AREA ' ]t:cin.-rr.'�'y'.} t� a „'f;:A.i';.?Lla,i';,� J_ '+' ,,,..k,:`' ' •:a"I y ��,• �.�� SHEET TITLE: ,.tl`:i .yyw i7' r. J'N�S�if"4.0"�. •��,%'.V,. },w,... i't:rc..,�� r:�Y CE. ,�L�� t� �Cj � ..,y4:'y' •il. r.3�`,�wd,'r',:L. I 1 'C. .yi: i'^'.C•':i'7 i..AySMy i�,'Y�.7:.•F Ce N." 1 1', .yv�<< d i i,.?�.3j?r y�:?.�L�:�.t %r,�w;j:=c,r.• <'.�. �A'. .;i,;�.':': .1f-� ' ? l ;;w5';Y:'Ft^� ' •�:hZ�`y✓J% ;, MASONRY FOUNDATION BEYOND At 5:�`r i' i7��>•"ruA4sca;"*�� >:c.L�px :;� '� � f �� 'f�T �I; S.::S' --�----'_ I TOP BULKHEAD ;5;;�;;.A'�r . �'. ,.�.''a,..a >:�r ; ..�.. °_ r ,�, `': "' : CRAWL SPACE FLOOD VENTS .� 1 _______________________________ ____________________________________-_______________________ lR� •�'..!.1 -� ' yrs• __________ _ __1______________________________________________-_._-__-____________-_-- '� �.;�rs>-tij,'•r �•_.ti=w;� :dl: 1 ;g J,>!. --------------------------------- -------------- -------------------------------------------------------------------------_-_-_------------r'----------------------------------------------------------------------�------------------------------- _ L NORTH AST •;.��'�•y.,;+i;r1 r!,.�F.k, ° POURED IN AGE. SEE SPECS � � H & E .. c� - -- ----------------------------------------- - ---- -- -- --- ----- ---------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------- -� ELEVATIONS I BOTTOM BULKHEAD O.O' SEA LEVEL DATUM SHEET NO: Emb I EL " VATIU11m SCALE: 3/16" = 1'-0" BI® PERMIT SET REVISIONS NOTE : ENSURE FOOTINGS BEAR ON VIRGIN SUBSURFACE, OR ON COMPACTED MATERIAL IN ACCORDANCE WITH SPECIFICATIONS r , TREATED CEDAR ROOFING SHINGLES PER SPECS ON SPACED LATH SHEATHING ON 5/4" PLYWD. ON 2x10®Ib" R.R. i z >0000cIx4 ON Ix8 PVC �ASCIA, w/Ixb W FRIEZE BOARD BEb�OW \ L CEDAR SHINGLE 50ING ON (� BLD6. PAPER ON 5/8" SI;ATHING SPRAY FOAM INSULATION ON 2xb WALL 5TUD5, O SET IN = FOR 'HOT ROOF' PER SPECS � I UPPER PART GABLE V T 2onw.9 .. ATT I G \\ I SEE WALL SECTION -'" I I 21 Q 5/4" PLYWD. SUBFLOOR GLAD WINDOW PER ELEVATIONS SEE RECESS, FLARE AND I -/ BATT IN5ULATION PER SPECS I BRACKET NOTES OPPOSITE ' AND SPECS I Z 01 ORNAMENTAL GUT SHING�E5 AT (L - X X x r X a' r y + v �' Y_._ x y ,a x r. ,r x BOTTOM EDGE FLARE ' ORNAMENTAL PVC BRACKETS Q a„ ® 12" o/G. SEE SPECS. I co I I r GLAD WINDOW PER ELEVATIONS z OR AMENTAL CASED BEAMS \ AND SPECS ABOVE. SEE INTERIOR ELEVS. \ ' LO LIM OF LOWER DORMER WALL BEYOND \\ I I FLAT SEAM ALUMINUM ROOFING, ON V THK. PLYWD. DECKING ON Q PROVIDE PAN FLASHING UNDER i LI OF LOWER GAMBREL RAFTERS BEYOND 2x10®Ib" R.R., TAPERED TO o- SILLS OF SECOND FLOOR WINDOWS i + \ i CREATE PITCH TO EDGES. FLASH FACING WATER AND ®GL05E ROOFS ; ;+ I Open to Hall I \� i I AS REO'D FOR WATERTIGHT beyond \\ NOC D GUARD RAIL. SEE SPECS I `\ + \ ORNAMENTAL RAILING PER SPE05., STANDING SEAM ALUMINUM it I i I w/PO5TS ANCHORED SECURELY ROOFING ON 5/4" THK. PLYWD. �_�i \\i DECKING ON 2A0916" R.R. --'' ; FINISH WOO FLOORING ON SLD AND FLASHED AS REQ'D.�\ PAPER ON s " PLYWD. SUBFLOOr 10/ 2�i / \\.. /2 I -UP CORNICE AT FLOOR Of I Ix8 PVC FASCIA w/GUTTER. --- -- I PROVIDE GROWN MOULDING AT J --------- -- - -- ---- ENTRY' I`t RY ��J... I rJ 5" I CASED BEAM BELOW PVG CASING AND GROWN 1 MOULDING ON BUILT-UP WOOD I ' BEAM. SEE DETAIL SECTION FOR \ 1 I I�t I �� 00 otS Z ROLL DOWN SCREEN DETAILS � V-GROOVE Ixb PVC PORCH I i I CEILING, PAINTED Q' "�' J 2• o � R ' V-GROOVE Ixb PVC PORCH 2 2 I I � FRO I�l T o CEILING, PAINTED i 12" FIBERGLASS STRUCTURAL W J. 0 w / U. COLUMN WORNAMENTAL GAP U. N \ I O �T-T 14 BA5E PER SPECS. W• 0 U, uP Open through to Kitchen 12" 50. WOOD COLUMNS CASED V4/PVC, O Y i _ PROVIDE HOLD DOWNS a N o w/TOP GAP MOULDING PER SPECS. �0 � � W• " � ^ WOOD DOOR 8 SIDELIGHTS Q H• v Ix4 IPE DEGKIN6 ON TREATED GLAD SLIDING DOORS w/WOOD SILL. FLASH AS REQ'D WOOD FRAMING PER PLANS. FINISH WOOD FLOORING ON BLD6. PROVIDE MINIMAL GAPS BETWEEN I PAPER ON 9/4" PLYWD. SUBFLOOR I I � � PROVIDE WATERPROOF MEMBRANE N N FLASHING BETWEEN WOOD FRAMING DECK BOARDS i I AND CONCRETE SLAB (TYP:J I � BLUESTONE PAVING ON 4" THK. REINFORCED CONC. it 15LA5. PITCH TO EDGE,v4":12" ' +W-O" ABOVE DATUM — - - -- - — — — Q'-3" TOP OF FIRST FLR. BLUESTONE TREAD STAIR ;;,�• �„< ^,. ;': ..�:: .,. _i::>z`' WSTONE FACING ON RISERS ON81-011 �` ,<•f TOP OF FOUNDATION — .4K•j`;f�'ibi~i: `"yd,ti.. ----------------- ff'�Y'a• \ \ \ �X' / Y"•'+?fr I C J` 4.''`\` •',I' `. iti.!tiR�c ^rl• Iii / •'.zt \ \ \ \ \ ' \ \ \ \ \ \ \ :,* (2)#5 BAR ® T P OF WALL \ \ \\ \ \ \ t` •>'r_;' / \ \ \/ \/ \/ SPRAY FO M INSULATION .`i; \ \ rr //x ' ' : \\ BETWEEN 1 FLOOR FRAMING \ ,, ; / / / / / ,,��;' � / / / \/ / / /\ 8 . POURE ONG. FOUNDATION WALL w/ 5 PER PLAN � SPECS // ry - \ \ \ \ \ \ \ \ \ ::;.Y:•:,,,:, \ \ \ \ \ �:`;. REBA ®12 IGALLY, 24 HORIZONTALLY, ; \ \ \ \ \, \\" ,r � ;:"'� \ \\ \\ '\ \ , Jr \ \ PROJECT NO.: .\\ \ \ '\ \ •e.:'41'.ir N \ \ \ \ \ \ 'I^fti�•; u I `'t�' \ \ \ \ \\ .�i \ 1605 O /\/ /\\�/\// \// :��,q; f /\/ \/ \'/\/\//\/\/ 'r '.: w/56 LLSPLICE PER SPECIFICATIONS, ?w :K,�\/\\ // / \/ \ � f�; ; / /� // // :Wry w/1.IQ111D APPLI DAMPPROOFING `� 4' THK. GONG. 5LAB, REINFORCED \ \\ \ \ \\ \\ Wbxb, W2.OXA2.0 A.A.M. ::�::f j \\ \\\�\\\\ y \/\\ /\\� \\/\ \' \ DRAWN BY: //\./� \/\/\�\ \\/ \ /\,\ \\%\ TCS <xx ,; �' \ CHECKED BY. \\\/\/\\i\j\/\\ \\\ \,\\ \\; / .4; : \ }ie t ' \ /\\ /\— I'-a" TOP OF SLAB \ '4'.w vl.. .C• .l .1. \ \ \ r~ + . � b O ABO 1/4/ .,: \ VfE DATUM 19 f. a / / / / / \ /\/ >� /\ /\ / \\/ \\/\/ /\\/\ '/ / / /\ / \ \ /� /\\ \ \ / \ y �: / / /.\' \ / �� / \\ 0'-0" TOP OF FOOTING SCALE: \ \ \ \ \ \ \ \ \ \ \ \ \ +4-a ABOVIE DATUM ® 3/8” - 1 -0 \ ' `<• �' '�,> \ \ POURED GONG. FOOTING /\x \ /\ / \ \ \\ \ �\ \ \ \ '• \\ \ \ 'w,ri':•,'L:33;+;:j •sS`;1•f�.>'!'.•:'�..,...J / / // / // / �� / / / / / / / ',L"SY�.:l:'.".: YF.}:.i; \ •,;J:.t:1`�:h.•1 / / :,. / SET ON UNDISTURBED 501E / // / /// / / // / \:/ / / r// : / / // // // // '//j : / e�3: �:•�; / // / , .::r; ,/ ;`j/ ''/ / / (3)#5 CONTINUOUS REBAR `\/ \\/ \�\ /\. / / �\�\�\/ \ / / / / / / / / / / /\ / /\/ SHEET TITLE: ��?�X/x \ \ \ \\ \\ \\ \. \\XX x \ \\\ \\ /\\ \\ \ \\/ \ \\,\ \. \\ ,\ \\\ \\\ \\ \\ \\ \\ \\ \\\ \ \ \\,\ \\ \\ \\ `� `� //,\\ \; ;\`; BUILDING \ \ \\ \ X\\///\/\\-< \\ \ \ \ SECTION 'C' \\, \\ \ \ \\ \\ ��\ \\ \ \\ \\ \� \\\ \\ \\\ \\�,\ `, \\.\� \\ \\\ \\�\/ \ \ / / / / / /\ / / / / � / / /\\/ \/ \/ // // /,, \// 411 Ah all / / / SCALE 3/8" - o \/\/\/�/\/\ \ / / , \\i\\ ON \ i\\\\\\\\i\\\\\\\\\ \/ \\\\%\\\% \i\\\/�\\\\\\\\ \/\\ \\ \%\\\%\\\i\�\� \ SHEET NO: \;\ r , BID & PERMIT SET REVI V ON5 NOTE: ENSURE FOOTINC75 BEAR ON VIRGIN SUBSURFACE, OR ON COMPACTED MATERIAL IN ACCORDANCE WITH SPECIFICATIONS C PROVIDE HURRICANE GLIP5 AND ALL REQUIRED STRAPPING AS PER CODE. PROVIDE CONTINUOUS VENTING AT RIDGE TREATED CEDAR ROOFING SHINGLES PER VENTED RIDGE I I SPECS ON SPACED LATH SHEATHING ON TREATED CEDAR ROOFING SHINGLES PER 5/4" PLYWD. ON 2x10®I6" R.R. }- SPECS ON SPACED LATH SHEATHING ON Z STRUCTURAL RIDGE BEAM. g/4" PLYWD. ON 2x10®16" R.R. 0 - SEE ROOF PLAN 12 W 12 I I O �8 = 12 STRUCTURAL PURLIN. I V g SEE PLANS FOR SIZE A7 ,71Cl � % 12 I C� Willi 11 SP-AY FOAM INS LATIC 4 CEDAR ROOFING SHINGLES PER ', O FO 'HOT OF' R 5 GS SPECIFICATIONS ON 5PACED LATH STRU( TURAL PURLIN. SEE LANS \\ Ix4 ON Ix6 PVC, FASCIA 33-I/2 Z SHEATHING ON 2x10®Ib" R.R. �� w/4 �"- g/4" YWD. BFL R I g/4° P WD. BFLO R IxIO PWG FASCIA� _ SPRUNG GROWN t' BA IN5UL TION R 5 5 5 d B IN ATIO �� z PER GS � O � � GLAD WVINDOW PER XIL k y, a � v� \�yn J�'\� �X XSPECS / co / ORNA NACASED BEAMS. � Ix4 PVC APRON wQo SEEIN R 5 _ BUILT- SEDORN E \\ `� Lo / / ! LONGE OF F EE \ LIF LOVER GAMBREL RAFTS BEYOND / _ �� 11� L7 :1EPER 5PE05 ON BLDG. N N INTERIO \\ \\ �� CEDAR, SHINGLE SIDING ,{ ti / / `� PAPER ON %" PLYWD. Q O I"I TE / \ C\ I I /� �•-� I G _ `�\ SHEATHING ON 2x6®I6" \✓ X I n L J �\ WOOD STUDS TA I fid`, L / 5ATH WOOD A L. 5 SPECS \ ' FINISH O FLOORING N BLDG. \\ \\ TILE FLOORING O't MUD PAPER ' PLYWD. BFLOOR TILE FLOPRING ON MUD \\\ SLAB ON RE UG D 5L �N (EDUCED FRAMING / FRA NG / y X STL. BEAM PER PLANSI `l T I ' HALL r = -- DII�INC� ROOM � I I I ti I �- I r I I SEE INTERIOR ELEVATIONS i Z � SPEGIFIGATIONS FOR VIEW $ INFORMATION ONM o 5TAIR 4 RAILING i Q I I � a —ILIL _1UL JFI Inn0 I � H � � o Lu r_J• F z a z ITC N �I = W• " , a N x V ,OI"I' la:�S C I OD FLOG N R SPECS NAEB OnoI SPRO IDE ENERS AT ALL LVL co) V) s " PLYWD. SLBI L OR ON TJI5/4" P . SUBF OOR ON I F MINBEARING POINTS (TYPJ G PE N5, w INSULATION R SPECS I M111 I w/IN T ON PER SPEC FLARE SHINGLES 2" ON BLOCKING (TYP) I � 117 1 11 1 I I I _ +14'-0" ABOVE DATUM a'-3" TOP OF FIRST FLR. ' •.�;C,'`,�:r _,.P _, % Elm Ll M AN 8'-O" TOP OF FOUNDATION O REPAIR ® TOP OF L r 1 STL. BEA PER P� 5 ------ ----- PLANS 2 --------------------------------^ 1. \ STL BEAM PE 4" DIAMETER STL. COLUMNS PER PLANSli 4 DIAMETER SIL. COLUMNS PER PLANS ` % 12" ANCHOR BOLTSSPRAY FOAM INSULATION 8lT . POURED GONG. ®32x OG w/3x3x5(b METALBETWEEN TJI FLOOR FRAMING \\ \/FOUNDATION WALL w/#5 REBAR /.\WASHER12" FROM EACH > I ff - N PER PLANS 4 SPECS G R AYN L S F AG E ®12" VERTICALLY, 24" r�v ' 'j�/=N / CORNER t 4" THK. GONG. 5L , REINFORCED I 4i� N HORIZONTALLY, w/36 5 LIGE AND Y:{- _ PROJECT NO.: r w/bxb, W2.OXW2.0 W.W.M. THK. GONG. SLAB, REINFORCED ; PER SPECIFICATIONS, w (QUID ;,:. \ APPLIED DAMPPRODFI G �' / /�\ '\\/\ 1605 w/bxb, W2.Ox O W.W.M. \// / Wf DRAWN BY: TCS s. CHECKED BY: .v a •..a. ... .... .. < .v ....-.J . .. ,.. S'E•� .... ..t...:... .1:.4.. r... :.f ..,,.'•";e....q,,..o. +., :.!;a'"C: .. ...:-,v.. .. •....•.y..^ •:i".nom"•' f%'7". DATE: 1/4/19 / / \/ /i \%,/ % / /. \i \ / \/ \/ ` \/ /\ / ' \// �O"x24" POURED GONG. F / / \ \ \ \ \ \, \�\/\�\/ -� > 1�-��- -- Lam_\>\_-�_�\�_�_� - -�- --��__L_L_- - � - -� r- � = ,�>--`��- ----�-' _1_� x��-L - - - - OOTING ' \ \\ _ TOP OF FOOTING SCALE: \ / \ \ \\, \ ' \ \\ / \/ \ \\/ \ \ \ \\ \\ \ j\./ \ \ \/\ \ , \� \ \/ \ \ \ \/ �\ . �\\ \ \�/\ j \� \ \�'\ \ \ .\.i\.\. \ =: ; x /`. +4'-If" ABOVE DATUM _ / \/\/ \/\� \/\� \//\/ \/ \/ \ \ \/ / \ \ \ \ \ \ \ ' \ \�\ \ / \ /\ w/(3)#5 CONTINUOUS REBAR + +,:. : / \\/ 3/8 1 0 \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \� -� , - \� -� � \ , : r. ; \: /� /�\ //\ /� /� // / \ / \ SHEET TITLE: \ \ \ B U LDINkz:t' / \\ \ \Y B I Lo ffj sx t: /\xO N \ \ \ \, \\ \\ ' '` / BUILDING \/\\ vv _ _ „ \/\\\\/ \/� [�\ \�\\,\ \ ' . „ _ \// //\//\ /, // /,/\ /� ./\\ / // . ,�,// SECTIONS /\\ \\ /\ \ SCALE. 3/8 - 1 0 \\ \\ \\ \\ \\ / \ \\ \ \ SCALE. 3/8 - 1 -0 \/ \ \ / \ , \\\ \ \ \ \ �' \ X x/?\��X/ x Ox // // //'//i // // // //i\// /% //, /-/ �i / // //�//� /j //\,�\,/ / / / /' !\/\/\/ \%moi�%\, /� \\; SHEET NO: BID & PERMIT SET CEDAR 5HINGLE ROOFING PER CEDAR 5H I N&LE ROOFING PER - SPECS ON LATH UNDERLAYMENT ON SPECS ON LATH UNDERLAYMENT ON 3/4" PLYWD ON RAFTERS PER PLAN 6" 3/4" PLYWD ON RAFTERS PER PLAN 2x10®16" CEILING JOISTS w/IN5ULATION PER SPECS. PROVIDE GYP. BD. FIN 15H I x4 ON Ix8 PVG FASCIA BOARD ON 2x6 OVERHANG 5UBFA501A -011 1XJ ; • x,' y ' i kx ' . r p Ix SOFFIT 4 IxIO FRIEZE ATTACHED ` OVER 5H I NSLE5 _ _ TOP OF SECOND FLOOR TOP PLATE Ix8 PVC FA501 A BOARD w/I x4 TRIM OR GUTTER PER SPECS. Ix PVC SOFFIT w/CONTI NUOU5 Y2" z G PROVIDE BLOCKING FOR TRAY CEILING CEDAR SHINGLE SIDING ON 15# BLDG. � Z VENT, w/SCREENIN ALL SIDES ROOMS, A5 SHOWN ON PLANS PAPER ON 5/8" THK. PLYWD. SHEATHING ----- ON 2x6 @ 16" WOOD FRAMING W I xb PVC, FRIEZE OVER TOP WINDOW CA51Ne, CONTINUOUS 1 . WOOD WINDOW SES®NL�) ®O T / v C-1 D / n 2" PVC SILL / / GLAD WINDOW w/ORNAMENTAL GRILLES Q CEDAR SHINGLE ROOFING ON LATH ON / AND 5/4x&" PVG CASING AND :2" s/4" T . PLYWD. STIFFENER, BOTH " SILL 0 CURVED RAFTER TAILS / LINE OF LOWER GAMBREL RAFTER BEYOND, SIDE JWEB OF TJI'S AT BEARING/ RESTING ON DOUBLE BOTTOM PLATE POINT-) (TYP.) F- Z 0 / FINISH WOOD FLOORING ON 3/4" PLYWD. 3/4" PLYND. SUBFLOOR, GLUED $ a / 5U5FL0OR ON TJ FRAMING PER PLANS, 5G ED TO TO TJ FRAMING w/BRI DG I N6 PER SPECS 0Q TOP OF SECOND FLOOR SUBFLOOR FLARE ORNAMENTAL CEDAR SHINGLES ON 3/8" I Y� Z / THK PLYWD. SHEATHING CURVED AS REQ'D -� � � � � / � \ �� /� \ / �- Ln / x TOP OF SECOND FLOOR 5U5FLOOR N m / SYNTHETIC PREFABRICATED ORNAMENTAL BRACKET ON I x I O PVG FRIEZE. SEE -707 ELEVATIONS 4 SPECS. Ix8 PVC, FASCIA BOARD w/Ix4 11/6" GLAD WINDOWS w/'/4x6 PVC, CASING TRIM OR GUTTER PER SPECS. sk / FLAT SEAM L.G.G. ROOFING ON UNDERLAYMENT 3/4" THK. PLYWD. STIFFENER, BOTH SIDES ON 3/4" PLYWD. DECKING PITCHED Y4":12". Ix PVG SOFFIT w/Y2" VENT AT OUTER EDGE, w/SCREENING WEB OF TJI'S AT BEARING POINTS (TYP.) FLASH A5 REQ'D AT ALL EDGES Z . 4-1/2" PVG GROWN MOULDINGLnv ORNAMENTAL RAILING w/2x4 5UB-RAILS, 2x2 Q . T n Ix12 PVC, FRIEZE. PROVIDE BALUSTERS ®4-1/2" o/c, 2x6 CANTED TOP _ BLOCKING TO RUN FRIEZE RAIL, 5-1/2" scL. POSTS w/GAP BALL J o R M OVER TOP WINDOW GA511465 N p ow w -j OWz3a =az FIRST FLOOR - :3w .02 2x6016" WALL FRAMING w/ a CD INSULATION PER 5PEG5,Y2 GYP. BD., g w . W o SHINGLE SIDING PER SPECS ON BLDG. ;; AND WALL FINISH PER INTERIOR = le PAPER ON s/8" PLYWD. 5HEATHING ON > \ ELEVATIONS Q I- . 2x(6@)16" WALL FRAMING, w/INSULATIONFINISH WOOD FLOORING ON 3/4" PLYWD. -T 4 V) CO) vto PER SPECS - _ SUBFLOOR ON TJI FRAMING PER PLANS, w/BRID61146 PER SPECS F-NTRY HALE GUTTER PER 5FE05 ON Ix8 PVG FASCIA BOARD, w/PVC GROWN AT PERIMETER TOP OF FIRST FLOOR SUBFLOOR 41V2 FLARE SHINGLES AROUND PERIMETER I BUILT UP STRUCTURAL HEADER PER I I` -' ON 2x8a 16 RAFTERS GUT FOR OF ALL WALL5 (EXCEPT ON - PLANS CASED w/PVC PITCH, w/PVG Tt6 CEILIN6 FINISH PORCHES) w/BLOGKING �I6 o/c � 2 I I 12" DIAMETER F I BERGLA55 COLUMN PER FLASHING ' SPECS w/HOLD-DOWNS TOP 4 BOTTOM �'j I I• PROJECT NO: (2) #5 REBAR, CONTINUOUS -A i i ale INSULATION PER SPECS PROVIDE FLASHING OVER 1709 BLUESTONE PAVING ON REINF. GONG. f.1 SLAB, PROVIDE THIN STONE FACING ON DOOR SILL TO BENEATH DRAWN BY: THIN STONE PAGING ABOVE GRADE 1 i II 5/8" x I6" CAST IN PLACE ANCHOR ' '11 Ce RISERS $ SIDES OF PLATFORM STONE PAVING TCS WOOD FLOORING ON BLDG. PAPER CHECKED BY: BOLT ® 32" O.G. (TYP) Qui CRA�NL Sf=AGE- ON /4 PLYWD. 5UBFLOOR, GLUED 4 a - _ SCREWED TO TO TJI FRAMING DATE: TOP OF FIRST RST FLOOR 5UBFLOOR 1/4/19 All . — — SCALE: A. 8" THK. POURED GO�1G. FOUNDATION jl . ' ° ° A WALL. PROVIDE LIQUID APPLIED SHEET TITLE: DAMPPROOF I N6 BELOW GRADE e A A a 1 X X l h Ile ! a 4" THK. GONG. SLAB, REINFORCED w/6x6, 1O1lo TOP OF FOUNDATION _ _ •4 e WALL #5 REBAR ® 24" VERTICALLY A I: e W.W.M. PITCH SLAB TO GRADE ACCE55 DOOR oaii n (2)#5 REBAR 9 OEM= e ' PROVIDE GONG. HAUNCH, a i l •I I SECTIONS l� ii IG 11 • ° w/DOWELED CONNECTIONS TO <Q II 5 „ „ FOUNDATION WALL /8 x 16 CAST IN PLACE ANCHOR A i i' II BOLT ® 52" O.G. (TYP.) 'a. a e II d ' ° e 12"x24" POURED CONCRETE . ' A ° •a I. II A ( e. FOOTING w/(5)#5 REBAR •11 SHEET No: �. e_ a, :o ,l �I 5" THK. POURED GONG. FOUNDATION WALL. PROVIDE LIQUID APPLIED a I�` DAMPPROOFINS BELOW GRADE INA L mL S rt'mmtkre%`�"m 0 H I- SLU-1- 11%,mil" m Il SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" �� z BEACH 5TA I R5 AND LANDING EX 1 ST I NG WOOD BULKHEAD z +2.8 w �p +2.5 0- EXTEND PROPOSED NEW EXISTING WOOD BORDER TO BE �1 FENCE (POOL ENCLOSURE) REBUILT AND INCREASED IN HEIGHT r TO EDGE OF BULKHEAD TO ELEVATION +10.55 STEPPED DOWN TA +"7.4 PROVIDE 6x6x10 FT LONG EXTEND PROPOSED NEW }' TO ELEVATION +7.5 SEE DETAIL 3 +'7.2 EXISTING TREE PTL TIMBER AT 6 FT OG FENCE (POOL ENCLOSURE) Z ri +15 39 TO REMAIN SPAG I NG LAG BOLTED TO TO EDGE OF BULKHEAD NEW WOOD RETAINING HORIZONTAL TIMBERS I W WALL 10 FT RETURN I TW +10.38 +7. +6.9 D FROM WATER 51DE SEE +�i,2 IO.O+ +3.4 DETAIL 3 10 10.0+ 10 TW +10.55 .� 5+ _ O 39 NEW WOOD RETAINING +5.9 = WALL SEE DETAIL 9 TW +7.4 I PROPOSED NEW FENCE I PRO\/I DE NEW WOOD RETAINING (POOL ENCLOSURE) � 12 6xbxl0 FT (0 +a•� WALL 20 FT RETURN V LONG PTL FROM WATER SIDE SEE TIMBER AT 6 FT NEW TERRACE DETAIL 3 OG SPAG I NG LAG BOLTED I 39 Q TO HORIZONTAL W LAWN W TIMBERS PTR TIMBER AT 6 FT OXIO FT LON6 � SPAG I NG LAG BOLTED TO Z LAWN 10.6+ up +10.4 ._ +11.6 11.6+ HORIZONTAL TIMBERS 0 12.1+ 1 PROPOSED NEW STEPPED M NEW TERRACE TIMBER CURB ELEV 6.5 M I N Q +12.1 -------- +Il.�t (6" ABO\/E FIN GRADE) � +12.1 NEW TERRACE I PROPOSED NEW FENCE Q PROPOSED i +12.1 12.1+ (POOL ENCLOSURE) Z NEW POOL NEWiTERRACE PROPOSED NEW GUNITE POOLLo HOUSE , +II.£� 10 g (01 Lo d, N E No L A mmft G E T A I OF,ME 1 11 klkmmm V V A L L r rw% L A SCALE: 1/4" = V -0" \� 06 Z a O W --I• FZ3x L6 Q Z LL Q - D W• V " W O Q N t�0 . - � /1 � � W• N 2 M M EXISTING TREE 5 Q �• TO REMAIN co 0- II i I � w L6 z PROPOSED NEW 12 WIDE ENTRY I = DRIVE GRAVEL Dye UNDERGROUND DRYWELL FOR Q o` SURFACE III STORMWATER RUNOFF FROM p ✓_ to a BU I LD I NG STRUCTURES i 4j it a I NEW WALL FIER P SEE ,• �;�Lif✓fir; ,i. EXISTING DETAIL SHT #41 I �, EXISTING TREE ^\'� — OVERHEAD � w UTILITY LINES TO REMAIN NEW WALL SEE PROJECT NO: O I NEW WALL PIER SEE DETAIL 5HT #41 6 1709 DETAIL 5HT #41 $ DRAWN BY: I NEW WALL SEE L6 �/� _ UT EXISTING DETAIL 5HT #41 �, _---- CHECKED BY: TS I UTILITY POLE DATE: 1/4/19 PROPERTY LINE SCALE: 1/8" = 1' - 0,. SHEET TITLE: PROPERTY LINE --- NEW GRANITE COBBLESTONE DRIVEWAY SURFACE ON 6" THK OONG RETAINING & NEW A5PHALT PAYSLAB W/ 6X6 10/10 WWMING TO MATCH ENTRY WALLS ASPHALT ON TOWN ROAD (MEET TOWN HIGHWAY DEPT SPECS) NASSAU POINT ROAD SHEET NO: FE IN LA rm% uAl" E "u"" D Rg" VVEWAY E RY rr% LEE Am I'M . SCALE: 1/4" = V -0" r FORMED IN PLACE CONCRETE TOP GAP, w/GALV. BOX FOR ATTACHMENT OF LIGHT FIXTURE — — STONE PAVERS ON SETTING BED i 1 4" THK. GONG. SLAB #4 REBAR REINFORCED W/6x6, 51 RRUP g —� 12" OG #4 REBAR N 51RRUP @ 12" OG — Z GRADE — W GONGRETE GOP I NG w/PITGHED TOP SURFACE 5" CLR. (TYP.) ° (3)—#5 REBAR = #4 REBAR a ° ° V TOP VIEW � 5IRRUP � ° ° � F_ 121100 ° d d (2)-#5 REBAR TOP PILE d — OF — EMBED ° ° m PILING (3)—#5 REBAR ° a 0 - - - - - - - - � REBAR 24" CONCRETE FOOTING LINE OF TOP GAP ABOVE � d ° ° J DRILLED E— ° ° I THRU PILE PILE 10" DIA. PILE Z I THK. GONG. STUCCO d d ° _ FOUNDATION Q o a. 8" THK. POURED GONG. d a � Q OR GONG. BLOCK PIER ° I 1 � ®,UN 'EA T1011'mm SECTIO (n cl) a I Q Lo 2_011 Lo STONE PAVERS N LAN ON 5ETT1 NG BED 4" THK. GONG. SLAB REINFORCED w/6x6, #6/#6 WWM. d ° d if if if if 1'—O" ° ° d 4 d ° ° a - \Z ° (4)—#5 REBAR FORMED GONG. GAP o° � o Q o H o N _ oS Z• w/DRIP EDGE BELOW I I °°° I I d° 114 a d %Zto Q. M ° dll II a � �• o � � ° d 12 12' m rro ° (2)#4 REBAR CONTINUOUS I I Q 0Nc� II I� lo" DIA. PILE g II ° W. I�, THK. GONG. STUCCO ON GALV. MESH ATTACHED 5ECURELY TO ° I 1 ° ° I I d w• " CONCRETE STRUCTURE d I I Q ° I I ° O 1 I C�E I� E D S L � D E T I L a ~• U V II II d II° d ' z 11 = 1 - 11 co co- II II SCALE: 1 1 0 p �I #4 REBAR @56" o% II II d °d l l 411 II ° POURED GONG. OR GONG. II BLOCK 5TRUGTURE17 °al 1 ° BUILDING FACE 1 f'� GRADE ° I d I d 1/2" EXPANSION JOINT FILLER AND SEALANT I° PROVIDE #5 REBAR DOWELS, 1:2" 00 II d II IIS1�0EXTG 1 AGONG�FOUNDATION WALL NO — SET 511 PROJECT NO: 1709 II�° GROUT SOLID TYP DRAWN BY: UT Q ° II d II II 0 CHECKED BY: I d Ts ° d DATE: ° 1/4/19 #4 REBAR AT SCALE: ° 12" O/G. 1/411 = 1' - 0" ° POURED GONG. FOOTING a d REBASHEET TITLE:=jj, o w/(2)#4 REBAR, GONTINUOU5 � =/ ° ° ° a° CONTINUOUS (3)#4 REBAR, EACH WAY SITE 1'-4" DETAILS FAVI G EDGE AT BUILDING WALL PIER 3 SCALE: 1" = l' -O" r 8% mrwlm AM SHEET NO: WALL A I KOAD SCALE: 1" = 1' —0"