The URL can be used to link to this page

Home My WebLink About46762-Z Town of Southold 5/21/2023 a P.O.Box 1179 co x 53095 Main Rd Gy�jo� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43857 Date: 2/16/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 545 Beachwood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.4-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2021 pursuant to which Building Permit No. 46762 dated 9/1/2021 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 side covered deck,rear deck, second floor balcony and outdoor shower as applied for per ZBA#7380, dated 6/25/2020. 5/21/2023 Amended to add ZBA number and date only. The certificate is issued to Beachwood Rd 22 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0080 2/10/2023 ELECTRICAL CERTIFICATE NO. 46762 9/8/2022 PLUMBERS CERTIFICATION DATED 8/31/2022 d Piecuc u ori e Signature FOIKe, Town of Southold 2/16/2023 4ap yam , P.O.Box 1179 o _ 53095 Main Rd �4% dap Y,S Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43857 Date: 2/16/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 545 Beachwood Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.4-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2021 pursuant to which Building Permit No. 46762 dated 9/1/2021 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 side covered deck, rear deck, second floor balcony and outdoor shower as applied for. The certificate is issued to Beachwood Rd 22 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0080 2/10/2023 ELECTRICAL CERTIFICATE NO. 46762 9/8/2022 PLUMBERS CERTIFICATION DATED 8/31/2022 r d 'ecuch A ho ze nature TOWN OF SOUTHOLD s BUILDING DEPARTMENT TOWN CLERK'S OFFICE Wo • ��fi 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#: 46762 Date: 9/1/2021 Permission is hereby granted to: Beachwood Rd 22 LLC 4 Hogfish HI To: Demolish existing and construct new single family dwelling as applied for and per: ZBA #7380, Trustees #9766, DEC #04737, SCHD approvals and with Flood Permit. At premises located at: 545 Beachwood Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 116.=4-22 Pursuant to application dated 6/28/2021 and approved by the Building Inspector. To expire on 3/3/2023. Fees: DEMOLITION $886.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,740.00 CO-NEW DWELLING $50.00 Flood Permit $100.00 Total: $2,776.60 Building Inspector 0f so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G (a� .s .Old �o sean.devlintownouthold.ny.us Southold,NY 11971-0959 coUNT`l,0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Beachwood Rd 22 LLC Address: 545 Beachwood Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46762 Section: 116 Block: 4 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 15 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 12 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 44 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 8 Transformer UC Lights 21' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 3 Switches 52 4'LED Exit Fixtures 11 Pump Other Equipment: Septic Disco, Fridge, Mini Fridge 2, Oven, DW, Micro, Hood, W/D, Step Lights 4, 200A Main Disconnect, 200A Panel 54 Circuit/48 Used Notes: New Two Story Inspector Signature: Date: September 8, 2022 S.Devlin-Cert Electrical Compliance Form . � o Town Hatt Annex Telephone(631)765-1; 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1197111939 Bi3mmm DEPARTMENT n I 111 TOWN OF SOUTHOILD SEP 2 2 2022 C1uRTIRICATION Hate: `3 I Building Permit No. Ovmer. �J u- ➢ n (Please print) rr Plumber.-bC c-& —P tf-C_ (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. w (Plumbers Signat>fre) Sworn to before me this day of LI5 , 201_ SUSAN A.R�ow York Notary Public.State No,ol816183459 "�,,� Comm ss pn ifiedE��IMarch 1 ci y Notary Public, */w� County Of so(/T�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [- ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R=S: _ nA DATE T / INSPECR O G OF SOUTyo� * f TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 . INSPECTION TION C [ ] FOUNDATION 1ST I 4/ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [v FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Re Sc �-- t(tivvi's DATE 311122 INSPECTOR OF 50UTyO� # TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: . poLG# Pf)Mr7Zif/C Pco7'ec 1081 PUTT-5 FI-'1 iE5 z �,� C,/C✓ F-T.N.V51* / -15C� PRO-TaCTsCA/ RA7115 DATE INSPECTOR 144 l4e-- - f �aOF SOUIyo/_ Li G 7&Z S 1 - - - h0 'o * # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION:2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE Jr Z INSPECTOR OF 50U1y�� - ---�- `V/ TOWN OF SOUTHOLD BUILDING DEPT. 000rm,�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Nl [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ..I[ RE NTAL REMARKS- b w6 rL - ' r l*;%.r- '011" 6(I � io « 06� tot DATE lt/ INSPECTOR pF SOU�yO� l (o 7 -Soa&A u^pv * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KA ELECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O [ ] RENTAL REMARKS: -TwoS41v APPL ' r-o-K (U-CA rN X 10 - 0 K DATE INSPECTOR ��` _ U[ ��aVjF SOUIyO� — - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALS [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARK • LT DATE Io INSPECTOR 1 .f U:& 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: CROZIER RESIDENCE A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 545 BEACHWOOD ROAD City State ZIP Code CUTCHOGUE New York 11935 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) 1000-116-4-22 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENCE A5. Latitude/Longitude: Lat.40°59'20" Long.72°30'00" Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1510.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 1400.00 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State TOWN OF SOUTHOLD 360813 SUFFOLK New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO501 H 05-04-1998 09-25-2009 AE 6.0 610. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ 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 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: 545 BEACHWOOD 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,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: NYS-COR-GPS Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 0 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) 5.0 ❑x feet ❑ meters b) Top of the next higher floor 8.5 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑x feet ❑meters d) Attached garage(top of slab) ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 8.5 Q feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4.8 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 5.0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 5.0 ❑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. l 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 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ❑No ❑Check here if attachments. Certifier's Name License Number PAUL BARYLSKI 050782 OF OWNER �Q�Q� �BARY4S��O'P df 4 r 'f Company Name h PAUL BARYLSKI LAND SURVEYING PAULBARYLKI@YAHOO.COM Address r- 0 t 5 MANTA COURT - �� City State ZIP Code 2lS' 0 07s2 J� OAKDALE lei New York 117691l Signatur Date Telephone Ext. 0 07-21-2022 (631)294-6985 4512 Copy all pages of thit El evati'o-nf Certificate and all attachments for(1)community official, (2)insurance agent/company,and (3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) FRAME RESIDENCE WITH CRAWL SPACE. SMART VENTS MODEL No. 1540-510 EACH VENT GOOD FOR 200 SF. MACHINERY=TRANE AIR CONDITIONING 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 Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 545 BEACHWOOD 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 ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 545 BEACHWOOD 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: 545 BEACHWOOD 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. I _ I Photo One Caption FRONT Clear Photo One NMI MR'2� Photo Two Photo Two Caption REAR 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: 545 BEACHWOOD 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. �r Photo Three Photo Three Caption MACHINERY Clear Photo Three L, �7/21/2022 Photo Four Photo Four Caption VENT Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 t er 12,2020 Leslie Weisman,Chairwoman Board fZoning7Appeals,Town.of Southold P.O.Bo Southold,NY 11971 wiit 4h"Koa&V;x i:c caWNo. elA Dear Ms.Weisman: The above referenced'Board determination, which was filed on July 1, 2 granted the variance relief necessary to construct a new.dwelling in place of the existing dwelling with a total side yard setback of 21.3 feet where a combined minimum of 25 feet is required and total lot coverage of 20.6 percent where a maximum of 20 percent is permitted. In response to our subsequent application fora Town Wetlands Permit, however, the Board of Trustees requested that the proposed dwelling be pulled back farther from the bay to better align with the adjoining homes. Thus, to comply with the Trustees' request, the proposed dwelling footprint has been relocated-3 feet closer to Beachwood Road and the area of the attached waterside deck has been reduced by 40 square feet. As a result, other site plan design changes were made as well, including reconfiguration of the pervious gravel driveway and I/A sanitary system;replacement of the previously proposed pervious gravel patio on the east side of the house with a smaller grade-level masonry walkway; a reduction in the area of stepping stone pathways;and a reduction in the proposed grades on the north side of the house,thus resulting in a reduced volume of proposed fill from 150 to 85 cubic yards. Additionally, a portion of the front wall of the house has been pulled inward, leaving a slight overhang of the second story along the front of the house, but the overall :1.650.-sf:footmink:.of-the°p o}io'sed dwelling:remains.identica Ao>,that-which,was approved by o Board,; The label identifying the proposed trellis over.the first story deck was also modified to clarify that the proposed __trellis.sits ovEra second-stony terrace-overhanging--the_first_story_deck,_as_depicted-on-the-approved-chitectural __ __ plans and renderings. And a propane tank and A/C units are now depicted on the west side of the house. While none of these secondary design changes would have a material impact on the presently authorized relief, the 3-foot landward relocation of the dwelling resulted in a 3.6-inch reduction of the easterly side yard setback from 11.2 to 10.9 feet, thereby causing a reduction in the total side yard setback from the approved 21.3 feet to 21.0 feet;and the reduction in the size of the waterside deck resulted in a reduction in total lot coverage from the approved 20.6 percent(2,000 sf)to 20.2 percent(1,960 sf). The:modified-,site':l$youf;ihus.-,ncmases,the::reguired tot 1:stde, ard'setbackrelref' 3 G:=inclies:antl'ilecreases tlte:r uu�erl ldcby a reliefli 0A er t �t�-Y' P Therefore, pursuant to the Board's "right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity," I am writing to respectfully request that the Board issue a"de minimis letter"to authorize the revised site plan since the combined nominal increase of a few inches in setback relief and decrease in lot coverage by a few tenths of a percent should together be reasonably considered de minimis in nature. We also expect to receive letters from both neighboring property indicating they have no objections to the revised site plan depicting the above described changes, which was prepared by Marshall Paetzel Landscape Architecture,last dated November 10,2020,two copies of which are enclosed. Please let me know if you have any questions or require any additional information in support of our request, and we thank you for your consideration. Res lty yours, Rbliert. Herrmann -. Coastal Management Specialist 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com -. environmental consulting Lf -7( East End Insulation L.L.C. 1977 Main Road, Laurel NY 11948 CERTIFICATE OF INSULATION AMERICAN CHEMISTRY COUNCIL DATE OF INSTALLATION: 05/13/2021 HIGH PRESSURE SPF ID# DATE OF INSTALLATION OF FIRE BLOCK:05/12/2021 000012223 HIC# H-59538 PROJECT INFO ROOF(ATTIC) 0.51-13 Open Cell 11 Nominal Inches R-38 Spray Foam Q R-3.8 Per Inch --------------•------- ....... --------------------- .................................................. Duffin Residence BASEMENT 21-13 Closed Cell 3.5 Nominal R-24 CEILING Spray Foam Inches Q R-7 per 545 Beachwood Road Inch Cutchogue, NY 11935 CANTILEVER 0.51-6 Open Cell 11 Nominal Inches R-38 FLOOR Spray Foam Q R-3.8 Per Inch ABOVE GRADE 21-13 Closed Cell 5.5 Inches R-19 EXTERIOR WALL Spray Foam D ' 2X6 c �� I I BOX BEAM RIM 2 L B Closed Cell 3 Nominal Inches R-21 SPP 202 JOIST Spray Foam Q R-7 Per Inch 0 6 BUILDING DEPT DD -Toww OF SOUTHOL'D Authorized Signature I Frank Fenoy Jr certify that project referenced above ,�eRED Azw was insulated as estimate signed by home owner/ C9 �L KIS c'si>, builder, and that the install was preformed in conformance to the applicable codes. N OF N ESN lln IC OCT 0 7 C-� t t� /; 1368 Speonk Riverhead Rd 202 %'r' ' ha LV/A.GlL/lss Speonk, NY 11972 f iLDi,,. P,A R C H I T E C"T U R A L Phone:631-325-1717 .Gi Proposal#: 5057-Rev. 1 Date: 2/24/2022 Project: 545 Beachwood Road,Cutchogue Contractor: North Fork Woodworks Inc Address: 545 Beachwood Road Contact: Laura Mott Cutchogue,NY 11935 Lmott@nfwoodworks.com Architect Meryl Kramer Architect 631 298-7900 We propose hereby to furnish and install the following products in accordance with the specifications outlined below: ITEM# DESCRIPTION Interior Straight Glass Balcony Railing-1/2"Clear Non-Low Iron Monolithic Tempered Glass Set in Standard Square Concealed Base Mounted Aluminum Shoe 1 (No Cladding). Glass to be 36"Above Finished Surface. Hand Rail,Cap Rail, Laminated Glass Not Included. Stair Hall:30'Linear Feet(7 panels) TOTAL AMOUNT BASE PROPOSAL# 5057-Rev.1 $11,610.00 Note:All structural steel,design of structure and integrity,coordination of steel or wood blocking that shoe mounts to or surrounds are by others. Shoe must be mounted to a flat surface in a square/boxed pattern for support. Alternate 1: Option for WAG to supply and install all 1/2"Low Iron Tempered Glass in lieu of 1/2"Clear Tempered Add to Total Base Proposal$1,173.00 Initial accepted Alternate Job Related Notes 1 Preparation of all openings and all interior or exterior finish carpentry by others. l' 2 Removal&disposal of existing units by others. 3 Verification of Egress Code compliance by others. 4 Complete shop drawings showing the relationship of all WAG components only with structure are included. Includes shop drawing with the following three sets:1)Draft Set 2)Revised Set and 3)Record Set.Additional drawings will be charged at an hourly rate.Shop drawings approval required prior to fabrication. 5 Carpentry structural and/or finish are not part of this proposal. Drywall,spackling and paint by others. 6 It is the Contractor's responsibility to establish clear benchmarks and specify non-typical details prior to the commencement of work. Fees for alterations made after installation will be calculated on a time and material 7 These products do not conform to the impact requirements of the NYS Building Code. 8 All material is guaranteed to be as specified.All work to be completed in a workman-like manner according to standard practices. 9 All applicable Sales Tax on material provided is included in quote. 10 Sales tax will be charged on all repair and replacement work that is not considered a capital improvement as stipulated by the Tax Code. 11 Any alterations or deviation from the above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above this proposal.This Agreement is contingent upon strikes,accident or delays beyond our control.Contractor and Owner to carry liability and"builder's risk", fire,tornado and other necessary insurance.Westhampton Architectural Glass,Inc.'s workers are fully covered 12 WAG products are warrantied to be free from material defects in materials and workmanship for a period of 2 years.All warranties to commence upon material delivery to job site by Westhampton Architectural Glass,Inc. This warranty is void if payment in full is not made in accordance with the payment schedule. Replacement labor costs and associated expenses related to warrantied items are excluded. 13 Westhampton Architectural Glass, Inc.is not responsible for compliance with NYS and/or local building codes. However,should Westhampton Architectural Glass,Inc.become aware of any non-compliance with NYS and/or local building codes,Westhampton Architectural Glass,Inc.,shall promptly notify the Contractor. 14 Please see GANA considerations for protection,maintenance,and cleaning instructions for glass products. 15 Final order will not be placed until the record set is signed and approved.Changes made after final approval will result in delays and extra costs. Page 1 of 2 16 Excluded from this quote:Temporary protection,Mock-ups,Interior Glazing,Break Metal,Sub Sills, Flashing, Jamb Extensions,Maintenance or Attic Stock,Testing,Permits,all Engineering Costs and Stamps related to the design,structural integrity,thermal analysis,and deflection of custom glass related components and their attachment to structure or anything not specifically mentioned herein. Westhampton Architectural Glass,Inc., can provide this service,and a cost can be provided,once the full scope of our work is determined and defined with a more complete set of plans and specifications. Terms and Conditions 1 The Contractor shall promptly make available to Westhampton Architectural Glass, Inc.information,including information received from the Owner,that affects the performance of this Agreement and that becomes available to the Contractor subsequent to execution of this Agreement. 2 The Contractor shall furnish to Westhampton Architectural Glass, Inc.within fourteen(14)days after receipt of a written request,or earlier if so required by law,information necessary and relevant for Westhampton Architectural Glass, Inc.to evaluate,give notice of or enforce mechanic's lien rights.Such information shall include a correct statement of the record legal title to the property,usually referred to as the site,on which the Project is located and the Owner's interest therein. If the Contractor does not have such information,the Contractor shall request the information from the Owner and promptly furnish the information received from the 3 If the Contractor asserts a Claim against,or defends a claim by the Owner that relates to the Work of Westhampton Architectural Glass, Inc.,the Contractor shall promptly make available to Westhampton Architectural Glass,Inc.all information relating to the portion of the claim that relates to Westhampton 4 If the Contractor does not pay Westhampton Architectural Glass, Inc.,through no fault of Westhampton Architectural Glass,Inc.,within seven(7)days from the time payment should be made,Westhampton Architectural Glass,Inc.may,without prejudice to any other available remedies,stop the Work until payment of the amount owing has been received.The Agreement sum shall,by appropriate modification,be increased by the amount of Westhampton Architectural Glass, Inc.'s reasonable costs of demobilization,delay,and 5 Westhampton Architectural Glass, Inc.may terminate the Agreement for nonpayment of amounts due under this Agreement for fourteen(14)days or longer. In the event of termination for any reason which is not the fault of Westhampton Architectural Glass, Inc.,Westhampton Architectural Glass, Inc,shall be entitled to recover from the Contractor payment for Work executed and for proven loss with respect to materials,equipment, tools,and construction equipment and machinery,as well as reasonable overhead and profit on Work not executed and costs incurred by reason of such termination. In case the Prime Contract is terminated by the Owner,Westhampton Architectural Glass,Inc.shall be entitled to receive payment for Work properly executed, costs incurred by reason of the termination,and reasonable overhead and profit on the Work not executed. 6 It is hereby agreed that any and all claims,disputes and controversies by or between the parties arising from or related to the subject project or this Agreement shall be resolved by litigation in a court of law having jurisdiction within the County of Suffolk,State of New York. Should litigation be necessary to enforce any provision of this Agreement,or for any claim arising therefrom or out of any assigned Work or Change Order, then the prevailing party shall be entitled to all litigation expenses,witness fees,court costs and reasonable 7 The invalidity of any provisions of this Agreement shall not invalidate the Agreement or its remaining provisions.If it is determined that any provision of this Agreement violates any law or is otherwise invalid or unenforceable,then that provision shall be revised to the extent necessary to make that provision legal and enforceable. In such case,the Agreement shall be construed,to the fullest extent permitted by law,to give effect to the parties'intentions and purposes in executing this Agreement. Note:This proposal may be withdrawn by us if not accepted within 30 days. ACCEPTANCE OF PROPOSAL: The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified. PROPOSAL 5057-Rev.1 DATE: 2/24/2022 Westhampton Architectural Glass Accepted By Elyse Hoyt Print Name PrIC Na e SO"OWOO Authorized Signature Authorized Signature 2/24/2022 Ja'�-- Date Date Page 2 of 2 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com October 10, 2022 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: Duffin Residence-545 Beachwood Road,Cutchogue, NY Dear Mr. Verity: As requested, I performed a blower door test for the dwelling at the above referenced property. The blower door reading for the dwelling is 591.5 CFM5o(1.04 ACH)which is less than the required maximum leakage rate of 1,708 CFM5oor3.0 ACH. The ductwork is located withing the envelope of the building and is not required to be tested. As required by the 2020 NYSECCC, I am a RESNET Certified Home Energy Rater and am qualified to provide performance testing of buildings. Please call me if you have any questions or require additional information. Yours truly, J. Condon, P.E. � �� , � ,' � ' , .� �� j ,\ f �` ;. ,---- - � '�, �/ ,� � t �. � \, `` � � � _ � � � V ��t �� — ( � f � � � / � e`!� .'�� 'fir." � a �� t /� If'{�'� 'Y' � 1 1♦� �a� �_ i � sdc ..`: .. �' i � .by1�� - ,Y �� __ .� f f�� _--r----- *. ...... __.—_—. _ i --" '�r �^- — T .c r ��.. '� '�� .. �. R r �` �� "` a��.✓ G.. \, _ __ _ -�.. �_ '';� �.. �Oi — - - — --_ _ J .. - "!�v ., _ . r _. —_ � t +- — � .: �� - � T `. _ - —__ a , _�, --_ _ _ ` _� .�^ ' ..: - r 1 � !y t, t .v F } I I i I _ I i t � � d. , I y k � . ` � ; P A I �' � ..�" � j i � ' I � ' i � � � �I �k� 41 p I /' � � � � i �. � _ � � �� ,�.. �� , r - : � ,�� is � __;=� —�--- � i ( - � , I � i -. � --� �. � � � � - - r.. �.-�_ �` �. i �.. � �,A � - � �4 �. t _ � �. �' .,�f �'+�.. ' � . s�' � � � I r I - .� o � ,err,�r ',, �M I+��/ M�/�, .,• u j i IL a ..f EN �►//r�11NI��li= � �' irk -,• n 1 I 1 • _ - FOUNDATION (IST) • 1 e I • • 1 1 -- s INSULATION • 1 moi, •.� �� r "' UITS pit MWA ® � OMIt 4 T f /ti i • M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD. NY 1 1971 6 3 1 . 4 7 7 . 8 7 3 6 m k a r c h i t e c t c o m LETTER OF AUTHORIZATION TIMOTHY DUFFIN AND JANINE DUFFIN dba BEACHWOOD RD 22, LLC 4 Hogfish Hill Smiths, FLO8, Bermuda J We hereby authorize MERYL KRAMER ARCHITECT to act as our agent in obtaining all permits required by TOWN OF SOUTHOLD, SUFFOLK COUNTY AND NEW YORK STATE for the renovations and new construction at 545 Beachwood Rd. and 560 Beachwood Rd.. Both properties are located in Cutchogue, NY 11935. Owner Date Owner Date TOWN OF SOUTHOLD—BUILDING DEPARTMENT co x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o� o� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtonm.gov Date Received APPLICATION FOR BUILDING PERMIT �7., For Office Use Only PERMIT NO. Building Inspector: JUN 2 S 2dGf Applications and forms must be filled out in their entirety.Incomplete G applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. ;.e. Date: June 24 2021 OWNER(S)OF PROPERTY: Na11 me:Beachwood Rd 22 LLC SUM#-1010-071-116.4-?2-1— Project Address:545 Beachwood Road, Cutchogue, NY 11935 Phone#: 441 704 5210 Email:tim.duffin@hamiltongrou'p.com Mailing Address: 25 Devon Point Lane, Devonshire, FL05 (formerly: 4 Hogfish HI,,Smiths, Bermuda FL08) CONTACT PERSON: Name:Meryl Kramer Architect Mailing Address:PO Box 1600, Southold, NY 11971 Phone#:631 477 8736 T yl@mkarchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Meryl Kramer Architect MailingAddress:PO Box 1600, Southold, NY 11971 Phone#:631 477 8736 Email:meryl@mkarchitect.com CONTRACTOR INFORMATION: Name:North Fork Woodworks Mailing Address:PO Box 1407, Southold, NY 11971 Phone#:631 298 7900 Email: kyle@nfwoodworks.com (or rachet@) DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $1,500,000 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes*No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Meryl Kramer BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: TY OF 0 06Vm"%.-.L (7f -) being duly sworn, deposes and says that(s)he is the applicant (Name in(jdual 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 25 1avcx, Nn-Ir Lomel Devonshire- i=LOS I, -ljm tic ;r., residing at formtrlu �} r,3�_c4, IAt11TS t�isl rw��i�Qa FLOS do hereby authorize Mery Ir—Clp_f Ar&i+cc+ to apply on my behalfthe Town of Southold Building Department for approval as described herein. Z 20 2( Ow is Ignature date /olvirk-4y �v ttj Print Owner's Name 2 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 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined '20 Contact: Approved ,20 , Mail to: Meryl Kramer Architect Disapproved a/c PO Box 1600,Southold, NY 11971 Phone: 631477 8736 Building Inspector V Z019 APPLICATION FOR BUILDING PERMIT -. - Date November 1 920 19 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature app icant or name,if a corporation) PO Box 1600,Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Arch itect Name of owner of premises Beachwood Rd 22 LLC (as on the tax roll or latest deed) If applicant is a corporation; signature of duly authorized officer Letter of Authorization (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: 545 Beachwood Rd. Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 116. Block 04 Lot 22 Subdivision Filed Map No. Lot (Name) "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 Sinqle Family Residence 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost $1,000,000 Fee (to be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1, total all floors If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 25.5' Rear 25.5' Depth 83.5' Height 22.5' Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories II 8. Dimensions of entire new construction: Front 23.3' Rear 27.8' Depth 74.0' Height 31 ' Number of Stories 2 9. Size of lot: Front 40.00' Rear 59.27' Depth 244.16' Lawrence Suter, Richard Suter, 10. Date of Purchase 4/26/16 Name of Former Owner Anne Suter Zimmer and Donald Suter 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: Yes 13. Will lot be re-graded YeS Will excess fill be removed from premises: (a NO 4 Hogfish Hill 14.Names of Owner of premises Tim and.ranine Duffin Address Smiths FL08,Bermuda Phone No. 441704-5210 Name of Architect Meryl Kramer Addresg)o Box 1s00,Southold,NY 11971Phone No 631477-8736 Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES X NO • IF YES, SOUTHOLD TOWN TRUSTEES 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. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNC)W York Notary Public,State of Nein (S)He is the ��, n��,,,�, (Contractor,Agent,Corporate Officer,etc.) Qualified In Suffolk County Qom"i-ion E?cpie0s Aorio 14; 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. Swor to before me thwi� day of 20 Notary Public 61gnature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: November 12, 20192 TO: Meryl Kramer(Beachwood Rd 22 LLC) PO Box 1600 Southold, NY 11971 Please take notice that your application dated November 1, 2019 For permit to demolish an existing single family dwelling and build a new single family dwelling at Location of property 545 Beachwood Road, Cutchogue,NY County Tax Map No. 1000—Section 116 Block 4 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction on a non-conforming 11,728 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states that on lots measuring less than 20,000 square feet in total size a minimum total side-yard setback of 25 feet and a maximum lot coverage of 20 percent is permitted. Following the proposed construction, the dwelling will have a total side yard setback of 21.3 feet, and a total lot coverage of 20.6 percent based on buildable land calculations. - ---- ------------- - ----- ------ ign tur Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Cc:File, ZBA BOARD MEMBERSSouthold Town Hall _ S�UTif�l 53095 Main Road -P.O.Box 1179 Leslie Kanes Weisman,Chairperson � Q Southold,NY 11971-0959 Patricia Acamporaic Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. '�rQ �� 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoI�COUNNSouthold,NY 11971 RECEIVED http://southoldtownny.gov & ® ZONING BOARD OF APPEALS U L — 1 2020 TOWN OF SOUTHOLD •n J U L - 7 Tel. 631)765-1809 -Fax.(631)765-9064 � i�tX !2 2020 ( Southold Town Clerk ,B '1''IN'GGS, DELIBERATIONS AND DETERMINATION T' MEETING OF JUNE 25, 2020 ZBA FILE: 7380 NAME OF APPLICANT: Beachwood Road 22,LLC PROPERTY LOCATION: 545 Beachwood Road,Cutchogue SCTM No. 1000-116-4-22 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 December 16, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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 February 27, 2020.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. However, since the prosed new dwelling will be FEMA compliant, thereby mitigating the impacts of flooding, and based upon the conditions imposed herein, the ..._ . Board now finds the action to be CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The parcel is a non-conforming 7, 875 square foot waterfront parcel located in an R-40 zone with 60 feet of frontage on Great Peconic Bay. The property runs 40 feet along Beachwood Road; then runs +/- 215.00 feet on the Eastly property line and +/- 228.00 feet on the Westerly property line. The parcel is improved with a two-story frame house with deck. All is shown on a survey by prepared by Nathan Taft Corwin,Land Surveyor, dated May 20, 2019. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 12, 2019,Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and build a new single family dwelling; at, 1) located less than the code required minimum total side yard setback of 25 feet; 2) more than the code permitted maximum lot coverage of 20%; located at 545 Beachwood Road (Adj. to the Great Peconic Bay), Cutchogue,NY. SCTM No. 1000-116-4-22. RELIEF REQUESTED: The applicant requests variances to demolish an existing single-family dwelling and build a new single-family dwelling with a combined side yard setback of 21. 3 feet where a minimum 25 feet combined Y Page 2, June 25,2020 4782, Beachwood Road SCTM No. 1000-1 16-4-22 side yard setback is required. Also, there will be a total lot coverage of 20. 6 % where a maximum of 20% is permitted by code. ADDITIONAL INFORMATION: As per testimony from agents of the applicant, the following is found to be true. A variance for the lot coverage for as -built construction.was issued in January 2016, ZBA file # 6908, approving.- the lot coverage of 25.7%. The applicant also proposed a new IA Septic system for the property, and FEMA compliance. On March 18, 2020, the applicant's representative submitted a revised site plan, floor plans and elevations, last revised March 13,2020,to reflect amended elevations as discussed during the public hearing. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 5, 2020 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection.of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-0)(b)(1). Grant of the variances or will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family water front homes. The proposed replacement of the existing home is in keeping with the character of the existing neighborhood since many of the original waterfront cottages have been re-built and enlarged in recent years. 2. Town Law $267=W)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an.area variance. The subject property is very narrow and the construction of any reasonably modest sized dwelling on the property would require variance relief. 3. Town Law $267-b(3)(b)(3). The variance granted herein for the proposed lot coverage is not t mathematically substantial, representing 3% relief from the code.The variance granted herein for the proposed combined side yard setback is mathematically substantial representing 14. 8% relief from the code. However, the proposed combined setbacks and lot coverage remain the same as the existing dwelling currently on the property and, because of the increase to the properties buildable land area since 2016 due to environmental factors, maintaining the existing dwelling's footprint of 2000 square feet, actually results in a proposed decrease in lot coverage to 20.6 percent from the prior ZBA variance (#6908)for 25.6% lot coverage. 4. Town Law $267-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 proposed dwelling will be FEMA compliant, and raised to the appropriate levels, thereby mitigating the impacts of flooding; and the proposed IA septic system will mitigate nitrogen loading in the local waterways. The applicant must also comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this Board. 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 single-family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. a h i Page 3, June 25,2020 #7382,Beachwood Road SCTM No. 1000-116-4-22 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.Lehnert, seconded by Member Planamento, and duly carried, to GRANT the variances as applied for, and shown on .the site plan prepared by Marshall Paetzel,_Landscape . Architecture, and Floor Plans and Elevations (A101 & A102.,and A200 & A201) prepared by Meryl Kramer, Architect, all last revised March 1,3,2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed open waterfront deck is.to remain open to the sky,and not to become habitable space. 2. The applicant will install a Suffolk County Dept of Health Services IA Sanitary system. 3. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued NOTE: 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 buildingpermit, and may require a new application and. public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or._survey cited above, such as alterations, extensions, 'or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future 'use, setback or other feature of the subject property .that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject.to conditions, the approval shall not be deemed effective until the required.conditions have been met, and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of ._.Appeals_shall_become unh 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 Acampora, Dantes, Lehnert, Planamento, and Chairperson Weisman(5-0), Leslie Kanes Weisman, Chairperson Approved for filing �j /a(� /2020 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��F SOUTyo 53095 Main Road-P.O.Box 1179 �� ld Southold,NY 11971-0959 Patricia Acampora Office Location:- Eric Dantes Town Aimex/First Floor, Robert Lehnert,Jr. • y0 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 CO�PC http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 November 18, 2020 Robert Herrmann En-Consultants 1319 North Sea Road Southampton,NY 11968 RE: Request for De Minimus Determination Appeal No. 7380,Beachwood Road 22,LLC 545 Beachwood Road, Cutchogue SCTM No. 1000-116-4-22 Dear Mr. Herrmann; I am in receipt of your correspondence, dated November 12, 2020,requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter,you request a de minimus approval to demolish an existing dwelling and construct a single family dwelling having a total side yard setback from property lines of 21.0 feet instead of the granted relief of 21.3, and lot coverage of 20.2% instead of the granted relief of 20.6%, all as shown in the site plan prepared by Stacy Marshall Paetzel, Architect, last revised November 10, 2020. The reason for these changes,you explain, is the result of the Town's Board of Trustee's request that you pull the proposed dwelling three feet further from the Great Peconic Bay to better align with the adjoining homes, closer to Beachwood Road, and to reduce the size of the proposed waterside deck by 40 square feet. Based upon the information provided,I have determined your request is de minimus in nature because the overall change of location further mitigates any probable adverse impacts to a protected waterbody, changes in side yard setbacks are minimal, and the proposed lot coverage will become less non-conforming. Overall, the proposed improvement upholds the intent of the original ZBA decision. Please be advised that all conditions set forth in Appeal No. 7380 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 to the Building Department. Sin" slie -aties.Weisman Chairperson. cc: Michael Verity, Chief Building Inspector TERMS AND CONDITIONS The Permittee Beachwood'Road`22.,LLC..aesidiiig.at,'545`Beachwood.'Road'.Cutchogue. New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. . 1 That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5.. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7, That if future operations of the Town•of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this-work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President �OC SOUTH, Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President h P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples �� ate- Fax(631) 765-6641 !i SEP 2 2Q�2 ! BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD E; ILUI . TOi. CERTIFICATE OF COMPLIANCE # 1961C Date: September 26, 2022 THIS CERTIFIES that the demolition of existintwo-story dwelling a,and appurtenances•construct a _new, 1,65- 0 sf two story dwelling,(including a 146 sf entryporch-with second floor and.second-story overhang above it)with a 310 sf attached waterside deck and 513'wideateps to,Srade(with 126'sf covered second story deck above it)•construct 122 sf'masonry walkway and 8.5'x 8.4'outdoor shower screened with wood walls on east side4house• construct 532Rervious on- rg ade patio on-north side of house: install a pervious gravel driveway masonry steps acid-Wpping stone paths:remove-existing septic system and install a new'l/A OWTS/sanitary system• install a drainage system of leaching aalley drywells• an'd truck in approximately 85"cy of clean sand'fill from an approved upland source to achieve proposed grades with'the condition of survivability in accordance with the,DEC for plant,base.. At 545 Beachwood Road;-Cutchogue. Suffolk County Tax MapJ1000416-422 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 10,2020 pursuant to which Trustees Wetland Permit#9766 Dated November 18,2020;was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate.is being issued is.for the demolition of existingtwo-story dwelling•and-murtenances: construct a new 1,650 sf two story dwelling,(including a 146 sf entry porch with second floor and second story overhang above it)with a 310 if attached waterside deck and 3.5!wide stens to.grAde.(With 126 sf covered second story deck above it),• construct 122 sf masonry-walkway and-8-.5!,x 8.4'outdoor shower screened with wood walls on east side of house:construct 532 pervious o*=grade-patio:on north side of house; install a pervious gravel driveway,masonjy steps and stepping,stone paths:remove existing septic system and install a new I/A OWTS/sanitar.system• install a drainage.system of leaching aglley drxwells• and truck in approximately 85 cy of clean sand fill from-an approved upland-source to achieve proposed grades with the condition of survivability in accordance with the-DEC for plant-base. The certificate is issued to Beachwood Road 22,LLC owner of the aforesaid property. 4"- Authorized '4L Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY a Stony Brook,50 Circle Road,Stony Brook.NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov PERMIT MODIFICATION Beachwood Road 22 LLC January 14, 2021 C/O Timothy Duffin 19 Broadway Malverne, NY 11565 Re: Permit#1-4738-04737/00001 Dear Permittee, The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modification will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize: a revised configuration of the project as shown on the plans prepared by Stacey Marshall Paetzel, site plan last revised 11/10/2020 and Septic System plan prepared by Jeffrey T. Butler, last revised 11/9/2020, stamped NYSDEC approved on 1/14/2021. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Sincerely, ace herri Aicher Deputy Regional Permit Administrator cc:' En-Consultants BMHP File r�arvotut Departmentof SYAIBOi. �w+aa,u�+7Y Eatvlmnmental coniservatign. 1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04737 PERMIT Under the Environmental Conservation Law E.CL Permittee and Facility Information Permit Issued To: Facility: BEACHWOOD ROAD 22 LLC BEACHWOOD ROAD 22 LLC C/O TIMOTHY DUFFIN 545 BEACHWOOD RDI 1000-116-4-22 19 BROADWAY CUTCHOGUE,NY 11935 MALVERNE,NY 11565 Facility Application Contact: EN-CONSULTANTS 1319NSEA RD SOUTHAMPTON,NY 11968 (631)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 710.307 NYTM-N: 4540.538 Latitude: 40°59'20.1" Longitude: 72°29'59.6" Project Location: 545 Beachwood Rd Watercourse: Great Peconic Bay Authorized Activity: Demolish existing dwelling and accessory structures, abandon existing septic system,place fill,construct new dwelling with deck, patios, outdoor shower and driveway, install plantings and install an Innovative/Alternative Onsite Wastewater Treatment System(UA OWTS). Conduct maintenance and repair tasks, including associated excavation and backfilling for the installed I/A OWTS such as replacment of filter media or the repair/replacement of failed components. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 6/15/2020. (CKW) Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04737/00001 New Permit Effective Date: 6/15/2020 Expiration Date: 6/14/2025 Page 1 of 7 95 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04737 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Deputy Permit Administrator Address: NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony' rook,NY 11790 -3409 K C� Authorized Signature: (/1 - Date 4e-,l I S/ abs Distribution List EN-CONSULTANTS Bureau of Marine Habitat Protection CLAIRE K WERNER Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 7 z NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04737 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Stacy Marshall Paetzel, site plan last revised 3/25/2020, Septic system plans prepared by Jeffrey T. Butler, last revised 3/17/2020; stamped NYSDEC Approved on 6/15/2020. 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be.completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 8. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 10. Clean Fill Only All fill shall consist of clean sand, gravel, or soil(not asphalt, slag,flyash, broken concrete or demolition debris). 11. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 12. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 13. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION t Facility DEC ID 1-4738-04737 14. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 15. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 16. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 17. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. is. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit,DEC will no longer approve new installations of that model. The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 19. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services(SCDHS) permit issued for the system. 20. Plant Beach Grass American Beach Grass must be planted 12 inches on center on all restored seaward beach slopes. 18 inch centers may be used on landward slopes and level grades. The permittee shall maintain plantings at a minimum survival rate of at least 85%for a period no less than 5 years. 21. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 22. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 24. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04737 25. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall; without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 26. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the-structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 In NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04737 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04737 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit. The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the . permit. Page 7 of 7 LDING DEPARTMENT- Electrical Inspector f��c TOWN OF SOUTHOLD ow II Annex - 54375 Main Road - PO Box 1179 Ap Southold, New York 11971-0959 uti�°1NODEoelephone (631) 765-1802 - FAX (631) 765-9502 o 5 ,Sojjv .rows roper.richert(ciD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION 'REQUESTED BY: k Date: Company Name: — RC-Q-21( /VC- Name: -Name: License No.: m r- 3°(o email: A vmi ew s{ .2 G&o_ ei Address: 3 �— 'COLI-1wo(-D I • 5� Phone No.: _ JOB SITE INFORMATION: (All Information Required) �Name: Address: = c14 tuoo D C vl C�FvG�G' Cross Street: Phone No.: y Bldg.Permit#: y (s (yam email: f U{1hu��as'� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) F ovSC� ZVr voI� Circle All That Apply: Is job ready for inspection?: YES /W Rough In Final Do you need 'a Temp Certificate?: (Y�E/ NO Issued On ASA 19 Temp Information• (AII information required) Service Size .1 P 3 Ph Size: ,-OO A #Meters _ Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected- Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y CIV Additional Information: PAYMENT DUE WITH APPLICATION CP�0 Request for Inspection FormAs 1 \ � ate.- ii Tz iZ" -ZZZZ Z' f" f" i- fi- ~�o�SUFI:D�,�coG y� BUILDING DEPARTMENT-Electrical Inspector H = TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # IZdl Date&,e/(_ 2022 Customer Name Electrician Name &w Add regl'O G Phone /• #?44Z91 e-mail a-mail 1 / / Mt M Phone License# '3 G - 4; Size__7,00 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H1 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 is valid for 90 da s from the date above. Authorized by LDING.DEPARTMENT- Electrical Inspector TOWN OF SOUTHO'LD �� I Annex-.,54375 Main ii6ad - PO'Box 1179 o ` Southold, New.York 119.71=0959 l p .S 631)765-9502 rDa ee + roger.richert(cD-town.southold.ny.us . APPLICATION FOR ELECTRICAL INSPECTION 'REQUESTED BY: Date: Company Name: C — v Name: License No.: M[;- 3 YO email: i f,"ect S4.� &`foo. Address: 3 /— vv �D 57 Phone No.: S -J VQ JOB SITE INFORMATION: (All Information Required) Name: bi I Il — 9 FA C vi i,vu 0 0 f2 0 Z4 Address: t<'9G0 Cross Street: Phone No.: L S Bldg.Permit#: (S (Semail: Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) a.-Ffco (62 F 4 14ouSC ftac 31V Circle All That Apply: Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: YE / NO Issued On ASA P Temp Information(DP (All information required) Service Size 3 Ph Size: A #Meters_� Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y lfi�ll Additional Information: PAYMENT DUE WITH APPLICATION ;r. Request for Inspection Form-As � � PERMIT# Addre s: Switches Outlets GFI's Surface ( Sconces �1 2 H H's(I w UC Lts n Fans ' Fridge .I HW ExhaustWap�J Oven III 7 g Smokes DW Mini Carbon Micro ' Generator CombQjA,1\N P. Cooktop Transfer AC J AH 211 Hood i Service Special: p�te, AmpsHave Used SG Seth Comments /n eth t V' � Su¢Foi- 4ti6y C Town Hall Annex ' �� ant' s Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P.O. Box 1179 cM Southold, NY 11971-0959 `" -�2rztrlty` BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: June 22 2021 Owner: Beachwood Rd 22 LLC Location of Property: 545 Beachwood Road, Cutchogue, NY 11935 Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: UV Name (person submitting this for . Meryl Kramer Architect Capacity(check applicable line): Owner X Owner representative TrussRegMdocx Effective i/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 1/211 STROKE The construction type designation shall be cc1991 66117!' cclll"p gV11or acVig to indicate the construction classification of the structure under DESIGNATION FOR. STRUCTURAL. section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS; TYPE CONSTRUCTION "F!! FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS a &ARvy . ROOF FRAMING BVIL! t� k` cc " OOF� .FR FLOOR AND R FRAMING STANDARDS AND CODES APPLICANT: S.C.T.M.# 1000 suite CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — by k 116 04 22 Stormwater Management Control Plan CHECK LIST N ME: Section Block Lot v a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pini Print Date 06/14/2021 dol ' * The applicant must provide a Complete Explanation and/or Reason for not providing Telephorc T I >�[ all Information that has been Required by the following Cliecklistl •I Number: 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST yESNO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries ✓ b. Total Site Acreage. ELFI= c. Existing-Natural&Man Made Features within 500 L.F. ✓ �� of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. ©0� e. Limits of Clearing &Area of Proposed Land Disturbance. ✓ =L__j f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) 0= g. Location of all existing& proposed structures, roads, �77 driveways,sidewalks, drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. Om NO SWIMMING POOL IN SCOPE OF WORK j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). ✓ 00 1. Location of proposed concrete washout area(s). ✓ 00 M. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch �0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 00 b. Construction Entrance&Site Access. �0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) P.Iq 0� d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: ! SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Evan T. Steffens N a t i O h a l grid Senior Supervisor Gas Customer Connections,NY July 16, 2021 Tim Duffin 25 Devon Point Lane Devonshire,Bermuda FL05 E-Mail : TIM.DUFFIN(rr)HAMILTONGROUP.COM ; RACHELr,��NFWOODWORKS.COM National Grid WO# : T102410650 Service Address: 545 Beachwood Road Cutchogue, NY 11935 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored "811", or the local number for NYC/ LI area, 1-800.272-4480. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this"811" call. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Ca-14K Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:833-359-0645 evan;steffens(ciinationalQrid.com n,iyidlirudprocessin &, ationalbrid.com R Eg[Eff[E '��''��' AUG 3 1 2021 LONG ti .+ ISLAIND ]BuMD-IrdG DEPT. T011VI l OF SOrJTHOLD 8/31/2021 BEACHWOOD RD 22 LLC Service To: PO BOX 1407 545 BEACHWOOD RD SOUTHOLD,NY,NY 11971 CUTCHOGUE,NY 11935 Customer Project#:900000135344 Dear BEACHWOOD RD 22 LLC: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI E E SEP0 6 2022 BUILDING DEPT. M E R Y L K R A M E R TO"OF SOUTHOLD a r c h i t e c t 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1 600 S O U T H O L D, N Y 1 1 9 7 1 Atkn5m Shane Via: Drop off 6 3 1 4 7 7 - 8 7 3 6 Address 810 Traveler St.Southold Date: September 2,2022 m k a r c h 1 t e c t c o m Re: Duffin CC: WE ARE SENDING YOU x Attached ❑Under separate cover via the following items: ❑Shop drawings ❑Drawings ❑Specifications []Copy of letter X Other COPIES DATE DESCRIPTION 1 09/02/2022 Stamped Insulation Certificate THESE ARE TRANSMITTED as checked below: ❑For Approval ❑For your use x As Requested ❑ For review and comment REMARKS: BEACHWOOD ITIDAL WETLANDS BOUNDARY ROAD 22, LLC AS DELINEATED BY EN-CONSULTANTS,01/29/19 545 Beachwood Rd Cutchogue, New York X(2.4 EXISTING NEIGHBORS HOUSE X(2.7) • EXISTING NEIGHBORS SECOND STORY DECK A*N/O �0a / � N I \• 575 BEACH WOOD LLC T4_--Z EXISTING (USES PUBLIC WATER) s / marshal) palletzel I/I �X 2 5 m NEIGHBORS DECK EXISTING TIE WALL X(2.8) ,( ) LANDSCAPE A R C H T E C T U R E Lim G - m� EXISTING WATER LINE PROPOSED I/A SANITARY SYSTEM \ TO BE REMOVED AS SHOWN BUTLER P EB P.C.ON'PROPOSED QFzOQOs NORTH Route08 K FLOOD LINE Y JEFFREY T. EXISTING 2-STORY PROPOSED SANITARY SITE PLAN' ` Mattituck,NY 11952 MEAN HIGH WATER MARK DWELLING WITH PROPOSED UNDERGROUND ` ATTACHED DECK AND ELECTRIC LINE DRIVEWAY EDGE TIDAL WETLANDS BOUNDARY APPURTENANCES TO ��G X , phone: (631) 209-2410 EQUALS LINE OF MEAN HIGH l \ PPROPOSED 212 SF PROPOSED MECHANICAL BOX EXISTING PROPOSED �p So'? (3.2) NEIGHBORS CONCRETE WASHOUT O ) -��' ON-GRADE PERVOUS - BE DEMOLISHED AND ` �.�� `� I i X(2 9) fax: (631) 315-5000 WATER AS DETERMINED BY REMOVED email: mail@mplastudio.com EN-CONSULTANTS,01/29/19 X( '9) ` GRAVEL�S/' PID TO DRYWELL DRAIN \ (5,0)X ` GARAGE 244.16' (3 Q�OQO ` p N 050 10'00"E __ _ _ _ (4.7)X -SEE DETAIL 2 X(6.4) (ON) w SURVEYOR: X(5.3) PROPOSED c - - e -- ---- e e - e - e E - F "'e- -- / ` PROPOSED PRECAST 4.75'x 8.5'x 2' ` UNCOVERED CONDENSER PLATFORM PER FEMA PROPANE TANK +EXISTING - ' EXISTING WATER , X(6.8) PROPOSED PROPOSED RAISED 10.1' c- d Nathan Taft Corwin Land Surveyor LEACHING GALLEY DRYWELL(TYP.) S , 1586 Main Road SEE DETAIL 1 T-6" 7'-0" 5 l (�1. X - - TEST HOLEMETER 1 X X 1 - -_=____-=I- c -TJ: LOCATION HAY BALES AND/OR �f Jamespo31 7 l 209 7) � ° \ Office: (631) 727-2090 947 X 1.5 (( ) I ( b - -- - ( I_ X 2 w SILT FENCE(TYP.) ZC ( ) X{7. 1 i ARCHITECT: Q X(4.9) ; X 5.5 - -- - 5.1 X FUTURE 3A = ' EX.DRIVEWAY i ( ) _ \ EXPANSION ^ Meryl Kramer Architect PROJECT LIMITING SILT FENCE I _ _ __ j I \, - /m � TO BE - � rY -AREA OF DISTURBANCE=7,100 SF - 61' REMOVED p X 1 (621)-477-8736 DW-1 ! i � I SEE DETAIL 4 I EXISTING OVERHEAD - WIRES TO BE REMOVED PROPOSED LIFT j EX.DWELLING - I 260 Hortons Lane rn " X - PROPOSED TRELLIS OVER \ �r�G.GEOMAT m PROPOSED 6"HT. Y - '� STATION O �z PO BOX 1600 I „ -16-2) SECOND STORY TERRACE OVER 2 _ °O MASONRY STEPS X(3. PROPOSED 3.5'X 27'STEPS N 58.5' EXISTING CESSPOOLS-----•- �, + + FIRST STORY DECK \ PROP.DWELLING Southold, New York 11971 O" DW-2 1 I TO BE REMOVED(TYP.) PROPOSED 280 SF m 6635 8.35 I \ PROPOSED I - PERVIOUS GRAVEL , n` ANY EXISTING NATURALLY VEGETATED - PROPOSED TWO-STORY \ 1T LG.GEOMAT p DRIVEWAY ENGINEER: _ _ TREATMENT UNIT �N 'e ' ....� = AREA PURPOSES OF INSTALLING THE I 4-BR DWELLING (FEEL 8.5) I, M \ t- -- - --- m':', ' EXISTING DRIVEWAY TO BE `\ Jeffrey T. Butler, P.E., P.C. PROPOSED DRAINAGE SYSTEM WILL BE X(5 8� I ( PROPOSED CATCH a i ,' (621)-208-8850 x ti ti' ' o ={ +101' DW-3 I PPROPOSED 25 SF BASIN FOR OUTDOOR - - \ _- _ --- -- (3,9) '`.-� '` .h.4. ' \J,i ccs USED AS TEMPORARY ( )- rm- PROPOSED SECOND STORY RESTORED TO ITS PRE-CONSTRUCTION (5.8 X ! ON-GRADE PERVOUS STEPS -- - - 7 I - \ IT�c.GEOMAT O _- ,. -_ CONSTRUCTION ACCESS PO BOX 634 PROPOSED 1.2'WIDE - _ SHOWER PIPED TO O - - 5.3+ +3 8 c I-SEE DETAIL 5 K(3 4) Shoreham, New York 11786 Y TERF2ACE CONDITION AND REVEGETATED WITH I j GRAVEL FRENCH DRAIN DRYWELLS v T Z - 11 - j PIPED TO DRYWELL I+ n M CAPE AMERICAN BEACH GRASS(72"O.C.) -SEE DETAIL 2 ,A 5 ❑ I I - F CONCRETE APRON 3 PERMITTING CONSULTANT: (- I j -SEE DETAIL 3 a III�t�� o EXISTING PROPOSED 4"SDR 35 + ( EXISTING rn L - - J - - __ - ` j -- --( 5.85 UTILITY BOX En-Consultants DRAIN PIPE(TYP.) 5.85 1 " PROPOSED DECK Q o X PROP SED PERVIOUS i TW(4 A--- - X(3.3) . 1319 North Sea Road ^ X(� ) _ - ---! -- -- ________ _ - -_--_ - ON-G DE GRAVEL � �S X(3.3) GF EL 3.4 Southampton, NY 11968 ±90' n __�_X rn ---= 30 8 Il TIO 532 SF l p EXISTING DECK = _- - _ 631 283-6360 co _ 1 DW-5 LLLJJJ 10.9'PROPOSED L {e „`+.11 EXISTING ( ) :(1.6) ❑ � t5 B1 UTILITY POLE e O - ❑ X : 3) 11.2'EXISTING o--- EXISITING ELECTRIC EXISTING 81-5^ u, PROPOSED TOPSOIL METER OVERHEAD WIRES I 69'-3" - TW(6.1) STOCKPILE AREA EXISTING GARAGE SITE DATA: ± 06' \ PROPOSED WATER LINE Z � 1 PROPOSED \ X(4.` - FLUSH MASONRY \ PROPOSED STEPPING T # 1000-116-04-22 ^ _ X(5.6) (6.5)X - ±181 \ PROPOSED 1.2'WIDE STEPS CURB \ STONE PATH(TYP.) \ EXISTING SCM ( , ` X(6.5) _ PROPOSED SEPTIC GRAVEL Lot Area: 11,728 SF (or.269 acres) ` - PROP.ON-GRADE MASONRY PROPOSED 146 SF PORTION OF \ PROPOSED ROADWAY Zone: R-40 PROPOSED STEPPING WALKWAY 122 SF SECOND STORY OVER ENTRY PORCH \ ABSORPTION FIELD _ STONE PATH(TYP.) (INCLUDES FRONT OVERHANG) \ NOTES: PROPOSED 8.5'X 8.4' \ S 00°30'00"W ` ;' PROPOSED 130 H RAIN PI DE PERVOUS -0 1. Existing conditions based on survey OUTDOOR SHOWER GRAVEL FRENCH DRAIN PIPED TO DRYWELL , b Nathan Taft Corwin, Land ENCLOSURE N�O�F -SEE DETAIL 2 � � prepared y HANS FAMILY LIVING TRUST Surveyor dated 12/14/2015 and revised (USES PUBLIC WATER) G 05/20/2019. \ 'y 2. This drawing is for the purpose of 's obtaining permits only. NOT FOR CONSTRUCTION. EXISTING WOOD JETTY 3. Unauthorized alteration of this plan is a violation of NYS Education Law. I EXISTING EXISTING \ O NEIGHBORS NEIGHBORS ^ ` 4. Existing lot coverage calculated by NDS #1242, #1243+ DECK HOUSE \ v, Q � Nathan Taft Corwin, Land Surveyor dated 05/20/2019. #1245 UNIVERSAL 4 \ REVISIONS LOCKING OUTLET TWIST NDS 913 CAST IRON GRATE - - LOCK INTO POSITION � � $ DATE DESCRIPTION AT ANY KNOCK OUT NDS #1206 UNIVERSAL ADAPTER PLUG T 0 ( .2)x TOP OF DRYWELL PROPOSED GRADE Z = EL 6.0 MINIMI IM = EL 6 MINIMUM 4"SOLID PIPE 1"BLUESTONE DUST LEVELING BED 6"TRAFFIC BEARING PITCHED TO DRYWELL I"THICK PAVING STONE Q CONCRETE SLAB COVER TOPSOIL+ 000000000 000000000 TYPICAL LANDSCAPING 6X6 WWM STEEL 4"DIA.SDR 35 PVC 000000000 a a. a 000000000 i I !- I=_, REINFORCEMENT PIPE 2%MIN.SLOPE 000000000 --4.75'x 8.5'x 2' 000000000 LEACHING GALLEY (TYPICAL) 000000000 DRYWELL -11i= -I!' RCA BASE COMPACTED LEG E N D TYPICAL Z 1. - III - _1111 N - I - r -� � , , 4"REINFORCED POURED I GROUNDWATER ! ,- 1 -ill--1 CONCRETE SLAB PROPERTY LINE TEST HOLE DATA -• •-•-.-•-.� •-•-•-•-._.-.-•- i "' � l '_- /TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 12, 2018 AT Sam _ECFV. 1.5' S BGRADEED7 ` a"CRUSHED STONE BASE + 75.0 PROPOSED SPOT ELEVATION ` EL. 4.2' ) / 0' s e a I NOTE: /// x(75 0) EXISTING SPOT ELEVATION MIXED SAND AND LOAM EL. 1.5' 2.7' ''' Jut{{;'•n', NDS ADAPTERS THAT FIT THIS BASIN ARE AS FOLLOWS. #1242, #1243, #1245, s PROPOSED CONTOUR WATER IN MIXED SAND AND LOAM #1266, #1888+ #1889 USE #1206 IF PLUGGING AN OUTLET. PERFORATIONS ON 50 MIN. 5 NON OPEN SIDES AND BTM,TO BE CUT OUT WHEN ADDING EXTRA OUTLETS, BUT SUFFICIENT TO KEEP { { EXISTING CONTOUR SEDIMENT ON SITE I" 11 LANDWARD LIMIT OF BEACH WATER IN GRAYISH BROWN CLAYEY SAND SC 0;YMtCAL LEACHINC: GALLEY DRYWELL 3 TYPICAL NDS 9 CATCH BASIN ,�, HAY BALE AND/OR 7 Secion Not to Scale Section Not to Scale o SILT FENCING O LANDWARD LIMIT OF BEACH f. r'T 100'SETBACK % f 1 "DEPTH OF 3,CRUSHED O WATER IN PALE BROWN FINE SAND SP STONE (COLOR TBD) _ _ _ _ NORTHERLY TIDAL WETLANDS O A A BOUNDARY 18'-0"MAX. C.to C. 4.5 OZ. NON WOVEN GEOTEXTILE FILTER FABRIC UU _U i I BEACHWOOD TIDAL WETLANDS BOUNDARY ROAD 22, LLC AS DELINEATED BY 545 Beachwood Rd EN-CONSULTANTS,01/29/19 Cutchogue, New York X(2.4 EXISTING b , NEIGHBORS HOUSE \ , X(2.7) EXISTING NEIGHBORS I / 0" SECOND STORY DECK N/O/F goo o ♦ �_ N 575 BEACH WOOD LLC p"O EXISTING I (USES PUBLIC WATER) ♦ NEIGHBORS DECK mushall poetzel X 8)\ (2 ♦,(2 5) EXISTING TIE WALL -- Fn LANDSCAPE ARCHITECTUk EXISTING WATER LINE A SANITARY SYSTEM NORTH FORK TO BE REMOVEDAS SHOWN BY JEFFREY T. QO`� EXISTING 2-STORY BUTLER P.E.,P.C.ON'PROPOSED QRO i , 5175 Route 48 FLOOD LINE DWELLING WITH SANITARY SITE PLAN' Mattituck,NY 11952 MEAN HIGH WATER MARK PROPOSED UNDERGROUND ATTACHED DECK AND ELECTRIC LINE \ � I �-TIDAL WETLANDS BOUNDARY APPURTENANCES TO EXISTING PROPOSED Q��G X(3.2) , phone: (631)209-2410 EQUALS LINE OF MEAN HIGH \ BE DEMOLISHED AND PROPOSED MECHANICAL BOX \ DRIVEWAY EDGE ,y� `��i fax: (631)315-5000 WATER AS DETERMINED BY } c,} �. REMOVED \ NEIGHBORS GARAGE O°'�O ) X 1.2.0) '� email: mail@mplastudio.com EN-CONSULTANTS,01/29/19 ( ` \ (5.0)X \ 244.16' :(3. Q�oP ` N 050 10'00" E -- _\ o •^ �) ( ) PROPOSED AC UNITS PROPOSED 10.1 E \ - _ e _-�---- -- - - _ ♦ SURVEYOR: 0 EXISTING - _ - F - ;, 0 , Nathan Taft Corwin Land Surveyor Y f, E E E E E E E E E � � PROPOSED PRECAST 4.75'x 8.5 x 2 / +�6 , LEACHING GALLEY DRYWELL(TYP.) PROPANE TANK +PROPOSED / -- - " s � EXISTING WATER ♦ 1586 Main Road (' r) I -SEE DETAIL 2 T-6" T-0" PROPOSED UNCOVERED DECK 69 0 w - ` 00 METER �� Jamesport, NY 11947 ^ x I 1) cA Office: (631) 727-2090 ( , J \ - - - -- Fol - -- Ul U1 Y.(3.21 i err+++ 6 r ( ) x ) o X v- - -- -- - - - - \ - - - -- - - ARCHITECT: 2 ( 1 - - L J FUTURE (r W EX.DRIVEWAY O PROJECT LIMITING SILT FENCE DVII_ - _ -I _ _ -_ ___ \ - 1 - - �1_ _ - - 61, -- TO BE ExPANsioN I m REMOVED CO ( (621)-477-8736 MeryKramer Architect I -AREA OF DISTURBANCE=7,100 SF �` _,_ \ �.i rn i t� X 3. � 1 1 O � _ _j - I EXISTING OVERHEAD JL _ �N PROPOSED TRELLIS OVER \ WIRES TO BE REMOVED PROPOSED LIFT X.DWELLING PROPOSED 6"HT. 260 ox 160 Lane �` 00 STATION �- - 1T LG.GEOMAT �z PO Box 1600 SECOND STORY TERRACE OVER m MASONRY STEPS >'(' 58.5' �" I FIRST STORY DECK EXISTING CESSPOOLS PROP.DWELLING T T �Ns PROPOSED 280 SF Southold, New York 11971 p `� PROPOSED 3.5'X 2T STEPS in I _ D - DW-2 TO BE REMOVED(TYP.) _ _ _ _ _ 6 35 8.35 / ES HOLE PERVIOUS GRAVEL II n ANY EXISTING NATURALLY VEGETATED �� - I PROPOSED TWO-STORY \ PROPOSED - 1 I- LOCATION I �o ` _ _ TREATMENT UNIT �� - 17'LG.GEOMAT DRIVEWAY-SEE ENGINEER: ...•� i AREA REQUIRING DISTURBANCE FOR -� I a 4-BR DWELLING (FFEL 8.5) �'' �? L _ _ _ _ _ J "' W DETAIL 1 };( �) (- -1 I \ Jeffrey T. Butler, P.E., P.C. (621)-208-8850 PURPOSES OF INSTALLING THE O DW-3 - - - - - - ( .9)' PROPOSED WATER L x I BASIN FOR OUTDOOR _ - - -- 3'- - -- PO Box 634 PROPOSED DRAINAGE SYSTEM WILL BE I PROPOSED 1.2'WIDE r TS m i RESTORED CONDITIONN AIND REVEGETA(EDCWIT) - - JIL I li I DRYWELLS PED TO STEPS v -l -- I+ - - - L 1r LG.ceoMAT V - J 5 3+ +3.8 -- = - LfNE T r PROPOSED SECOND STORY TERRACETION F m };('�) v CAPE AMERICAN BEACH GRASS 12"O.C. - Z I Shoreham, New York 11786 M X(5.5) �DW-4 PROPOSED 4"SDR 35 5.85 EXISTING m ` ±94' I 85 5.85 _ - - X Rl,'(5.1) - - `1 - EXISTING CONCRETE APRON - PERMITTING CONSULTANT: L - - I , DRAIN PIPE"P.) 5 \ UTILITY BOX En-Consultants t OOPOSED DECK X( 9) ° - 7F - t 7) -- - _ -_ -- -' = __ - -- - X 1` `�` PROPOSEDPERVIOUS ! GRAVELS / h(3 3, 1319 North Sea Road - --- -- - 0'-8" PATI 2 F ` (3.31 N � X PROP.ON-GRADE 3 � GF EL 3.4 Southampton, NY 11968 03 = EXISTING DECK I DW-5 ----------1-, ----- -- am MASONRY WALKWAY, ( O 53 S \ EXISTING ( ) O (1.0 L _ 10.9'PROPOSED 7, 631 283-6360 UTILITY POLE a 11.2'EXISTING \243.46' a---EXISITING ELECTRIC EXISTING - 8'-5" 69'-3" T1n (6.1) PROPOSED METER OVERHEAD WIRES z I FLUSH \ PROPOSED WATER LINE EXISTING GARAGE SITE DATA: - ±106' -- - ^ ` - !Z. � � MASONRY \ .�� X(y 7 ` ( _ _ CURB \ PROPOSED STEPPING _ X(r M (F }( ±181' PROPOSED 1.2'WIDE STEPS \ STONE PATH(TYP.) ` SCTM# 1000-116-04-22 - \ \ I Lot Area: 11,728 SF (or.269 acres) };(';.,) PROPOSED SEPTIC PROPOSED STEPPING \ PROPOSED Zone: R-40 PROPOSED 146 SF PORTION OF \ ABSORPTION FIELD STONE PATH(TYP.) - j SECOND STORY OVER ENTRY PORCH NOTES: T PROPOSED 8.5'X 8.4'WOOD (INCLUDES FRONT OVERHANG) \ EXISTING 0 S ° 30109' W WALL TO SCREEN 1. Existing conditions based on survey PROPOSED OUTDOOR N/O/F `� ROADWAY GRAVEL prepared by Nathan Taft Corwin, Land SHOWER HANS FAMILY LIVING TRUST \ Surveyor dated 12/14/2015 and revised 05/20/2019. (USES PUBLIC WATER) 4" DIA. SDR 35 PVC133 TOP OF DRYWELL 2. This drawing is for the purpose of CN PROPOSED PIPE 2% MIN. SLOPE = EL 6.0 MINIMUM \ obtaining permits only. NOT FOR DOWNSPOUT (TYPICAL) \ CONSTRUCTION. FROM HOUSE PROPOSED GRADE= EL. 6.30 MINIMUM 'Q 3. Unauthorized alteration of this plan is a �f1 violation of NYS Education Law. I EXISTING EXISTING \ /" NEIGHBORS NEIGHBORS � �` 4. Existing lot coverage calculated by DECK HOUSE C) � Nathan Taft Corwin, Land Surveyor dated EXISTING WOOD JETTY 6"TRAFFIC BEARING 1 G �0 05/20/2019. p p p p p p p p p CONCRETE SLAB COVER �` REVISIONS = 17-1 � � 00 � TYPICAL \ O LAWN/PLANTING AREA O l7 D O 0 � O � � o_ DATE DESCRIPTION 11/22/2019 DIMENSIONS ADDED-MHW TO 3"x5" RAW STEEL EDGING ( 2)X PROPOSED DWELLING AND FRONT � 8 0 � � 0 � 000 � WELD STAKES+ CORNERS (2'- 1"REVEAL) 0 M � 0 0 O D M D 4.75'x 8.5'x 2' � PROPERTY LINE TO EXISTING DWELLING �- 1" DEPTH OF Em O 0 0 0 O O � LEACHING GALLEY O 03/13/2020 TRELLIS OVER FIRST STORY DECK I 0 � � � M � 0 DRYWELL ^ 03/25/2020 SANITARY SYSTEM,SPOT ELEVATIONS+ 8'CRUSHED GRAVEL �) CONTOURS,SIZE OF DRIVEWAY, O O O QUANTITY ,S MASONRY STEPS AND +++++++++++++++++++++++++++++++++++ 6"LAYER OF PERVIOUS NATURAL STONE - + + + + + + + + + + + + + + + + + + AMOUNT OF FILL REQUIRED + + + + BLEND BASE (4'- I"CRUSHED STONE) _ _ I. + + + + + + + + + + + + + + + + Q08/31/2020 UNCOVERED DECK SIZE REDUCED STEPPING STONES REDUCED COMPACTED SUBGRADE MASONRY WALKWAY ADDED Z 11/10/2020 PROP.DWELLING SHIFTED X NORTH SANITARY SYSTEM REVISED #4 REBAR SPACED 48"ON CENTER PROPANE TANK+ A C UNITS ADDED AND SET 36"DEEP, WELDED TO EDGING GROUNDWATER-ELEV. I O s e a / LEACHING GALLEY DRYWELL O�LIICAI 4 Section Not to Scale "NOTE APPROXIMATE AMOUNT EXISTING TOWN BUILDING COVERAGE EXISTING COVERAGE WITHIN DEC ADJACENT AREA DRAINAGE CALCULATIONS +STRUCTURE SCHEDULE OF FILL REQUIRED=85 CUBIC PERVIOUS GRAVEL DRIVEWAY YARDS OF LOCALLY SOURCED Drainage CLEAN BANK RUN SAND + GRAVEL section Not to Scale Buildable Land (Landward of Limit of Beach) 9,710 SF Adjacent Area(Landward of Tidal Wetlands Boundary) 11,728 SF Structure Size Elevation Invert In Invert Out M House 1,290 SF House 1,290 SF Decks, includingportions of decks covered 2,000 SF Decks including portions of decks covered TITLE: p g p Zone 1:2,103 SF(2,103 SF 2 Story House including decks, porches+steps) 11 2Q 710 SF 710 SF 2,410 SIF 'r. L E G E N D by roofs&arbor&outside shower by roofs&arbor&outside shower 2 7 Slate Walk,Chimney,Conc. Pad&Steps 410 SF 2- 2,103 SF x 2"rainfall (.167) =352 CF required - -- PROPERTY LINE MEAN HIGH WATER MARK Total Existing Coverage 2,000 SIF or20.6% (5) leaching galley drywells(80.75 CF each) provided=403.75 CF provided TEST HOLE DATA Total Existing Coverage 2,410 SF or 20.6% DW- 1 4.75'x 8.5'x 2'depth + 75.0 PROPOSED SPOT ELEVATION (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 12, 2018 AT Sam) DW-2 4.75'x 8.5'x 2'depth SITE PLAN - F PROPOSED ELECTRIC LINE EL. 4.2' X( EXISTING SPOT ELEVATION MIXED SAND AND LOAM PROPOSED TOWN BUILDING COVERAGE PROPOSED COVERAGE WITHIN DEC ADJACENT AREA DW-3 4.75'x 8.5`x 2'depth EL. 1.5' 2.7' DW-4 4.75'x 8.5'x 2'depth Bldg Dept copy from ZBA Buildable Land (Landward of Limit of Beach) 9,710 SF Adjacent Area Landward of Tidal Wetlands Bounda 11728 SF DW-5 4.75 x 8.5 x 2 de th Final reviewed d .cements FE PROPOSED CONTOUR WATER IN MIXED SAND AND LOAM , EXISTING CONTOUF'. SILT FENCE 3' 1 ( ry) QQ p ZBA File �} 403.75 CF provided Date; ✓ r------I 4' 2 Story House 1,650 SF 2 Story House 1,650 SF LANDWARD LIMIT OF BEACH I PROPOSED SEPTIC WATER IN GRAYISH BROWN CLAYEY SAND SC Covered Second-story Deck 126 SF 1,960 SF Covered Second-story Deck 126 SF L------J 7• Uncovered Deck 184 SF Uncovered Deck 184 SF 0 5 10 LANDWARD LIMIT OF BEACH OUTLINE OF EXISTING 100'SETBACK STRUCTURES TO BE REMOVED Steps @Uncovered Deck 89 SF 2,310 SF NORTH Total Proposed Coverage 1,960 SF or 20.2% Steps to Entry Porch 14 SF Scale 1"=10'-0" NORTHERLY TIDAL WETLANDS WATER IN PALE BROWN FINE SAND SP BOUNDARY PROPOSED WATERLINE Stepping Stones 125 SF Masonry Walkway 122 SF DRAWN BY: NORTHERLY TIDAL WETLAND EL. -12.8 ON 17 T.CHECKKENNISED BY: 1-� CHECKED BY: C F-+- - - -- EXISTING WATERLINE TBR Total Proposed Coverage DATE: 9.23 `J 1 REVISED:2020.11.10 SHEET 1 OF 1 BOUNDARY 100'SETBACK p g2019' or o BEACHWOOD ITIDAL WETLANDS BOUNDARY ROAD 22, LLC AS DELINEATED BY 545 Beachwood Rd EN-CONSULTANTS,01/29/19 Cutchogue, New York X.(2.4 NO , X(2,7) �0° \ N/O/F goo_o N No MARY R. RAYNOR `- 2�2� DWELLING G X(2£) �, (2 f) Marshall poetzel m`m \ (USES PUBLIC WATER) �11 ��N ♦ LANDSCAPE ARCHITECTURE EXISTING NATER LINE OSLO \ TO BE REMOVED PROPOSED I/A SANITARY SYSTEM AS QFzQQ �Q�G ♦ NORTH FORK HAMPTONS SHOWN BY JEFFREY T.BUT P.E.,P.C. �� ♦ 5175 Route 48 PO Box 1397 FLOOD LINE \ ON'PROPOSED SANITARY SITE PLAN' %�OMattituck,NY 11952 530 Montauk Hwy,#203 MEAN HIGH WATER MARK PROPOSED UNDERGROUND QOS ♦ Amagansett,NY 11930 -TIDAL WETLANDS BOUNDARY \ \ ELECTRIC LINE \ PROPOSED QUO X(3 2) phone: (631)209-2410 EQUALS LINE OF MEAN HIGH EXISTING 2-STORY DWELLING EXISTING TIE WALL PROPOSED MECHANICAL BOX \ EXISTING NEIGHBORS DRIVEWAY EDGEY( ,) V, fax: (631)315-5000 WATER AS DETERMINED BY - \ WITH ATTACHED DECK ANDGARAGE X ��♦ email: mail@mplastudio.com EN-CONSULTANTS,01/29/19 ( .-'9) �`; APPURTENANCES TO BE �, ^ (4.7)X DEMOLISHED AND REMOVED (` % 244.16 (3.1) ` N 050 10'00" E -- -- - } EXISTING WATER Q) / -- x(6 -� - METER �ti X r F) ` SURVEYOR: \ ! ` PROPOSED PRECAST 4.75'x 8.5'x 2' X(5- > 10.1' E E -_ E E E E E E E Nathan Taft Corwin Land Surveyor LEACHING GALLEY DRYWELL(TYP.) PROPOSED 3.5'X 2T STEPS EXISTING - - _- a \ ,, 1586 Main Road -SEE DETAIL 2 PROPOSED UNCOVERED DECK +PROPOSED �, _ _ 3'-s" 7'-11' m00 Jamesport, NY 11947 X(1.5) ` X(-.7) 74'-0" - - x 1, _ - - - - - -� N Office: (631) 727-2090 = r X(7.2 (\ - 6 - -- Va (5.11X - -- - - - --- _ _ _ _ - - - II iI (-�! X(3.2) 20 _ ` _ I I x ARCHITECT: - -�( (^ j PROJECT LIMITING SILT FENCE D C7 I „) _ _ -- EXISTING OVERHEAD - - \ O L - - - - - - _ _=J� J - m {=.•1) v !� ( I - X .1._1 __ ( (- - ;0 y AREA OF DISTURBANCE-7,100 SF ( --� . II Meryl Kramer Architect a_ t WIRES TO BE REMOVED - - - - _ _-=61'- I rn % O� x(3. (621)-477-8736 I 2 �- - X (^.5) EXISTING DWELLING Ln / -�} - 260 Hortons Lane rn •p y 1L'- I ( - - - 7 m PROPOSED 6"HT. ANY EXISTING NATURALLY VEGETATED X !' F `'27 61.T � PO BOX 1600 MASONRY STEPS (3 EXISTING CESSPOOLS �� - - PROP_DWELLING _ _I J `. Southold, New York 11971 = AREA REQUIRING DISTURBANCE FOR DW- I + + I - - -I- - - - I PROPOSED 200 SF 1 PROPOSED TWO-STORY TO BE REMOVED(TYP.) _ r _ I- PERVIOUS GRAVEL PURPOSES OF INSTALLING THE L_ - !J35 8.35 I \ PROPOSED SEPTIC �? / - TEST HOLE 03 O PROPOSED DRAINAGE SYSTEM WILL BE ao 4-BR DWELLING (FFEL 8.5) PROPOSED CAP P. M / �O LOCATION m o DRIVEWAY-SEE ENGINEER: RESTORED TO ITS PRE-CONSTRUCTION u a - - is 4 ) a - _ ___- DETAIL 1 PROPOSED TRELLIS STEPPING STONE / I- = T Jeffrey T. Butler, P.E., P.C. DW-3 N - J (, n I I ` (621)-208-8850 m' CONDITION AND REVEGETATED WITH ( \ PROPOSED SEPTIC O m vZ CAPE AMERICAN BEACH GRASS(12"O.C.) P x OVER FIRSTSTORY PROPOSED CATCH PROPOSED 3.5'x 3.7' I �_-,j X PROPOSED WATER _ DECK BASIN FOR OUTDOOR STEPS - - - --_--__----- I - - -m - LINE PO Box 634 SHOWER PIPED TO v m I - 5.7 +3.9 ` EXISTING Shoreham, New York 11786 r \ Z I - � -0- � DRYWELLS I I + � -- I X 5.51 - A - -- - .35 --- - ( PROPOSED 4"SDR 35 - -� EXISTING CONCRETE APRON PERMITTING CONSULTANT: rn DW-4 + 7.35+ +6.18 - 1 ■ ■ I o I DRAIN PIPE(TYP.) °' - _ - - >;(3.t:--; L_ - - PROPOSED 6.35 _ I UTILITY BOX e 1319 North Sea Road � -I-- __ _- PERVIOUS --_. _ - - - _ PROPO ED PERVIOUS D T;. O D Y,(3. } EXISTING+PROPOSED DWELLING GRAVEL ON-GRADE 30'-10" 6.67+ GRAVE PATIO 532 SF � I Southampton, NY 11968 OD ------ ---' ---_� °' PATIO 174 SF X{51r) \ p v (1.�) I DW-5 - ------ --- ---- w �] - EXISTING (631) 283-6360 oI - UTILITY POLE e O L - - � ` i � [�---EXIStTING ELECTRIC 6 I X 4! 1 243.46 OVERHEAD WIRES � 1 2'PROPOSED+ �`�� ( ) EXISTING GARAGE Z 8'-5" 74'-34 EXISTING _ r 1 �.:, � METER EXISTING - PROPOSED 7" PROPOSED WATER LINE \ SITE DATA: - -- �"" y ` - - - GJ ® STEPS SONRY �\ PROPOSED STEPPING GF EL 3.4 SCTM# 1000-116-04-22 PROPOSED 1.2'x 3.7'STEP STONE PATH(TYP.) \ Lot Area: 11,728 SF (or.269 acres) PROPOSED SEPTIC PROPOSED STEPPING Zone: R-40 STONE PATH(TYP.) PROPOSED 139 SF PORTION OF SECOND m _ _ STORY OVER ENTRY 1 EXISTING W Soo 30�00�� W ` PROPOSED AL X O S WOOD PORCH � � GRAVEL WALL TO SCREEN N/O/F ROADWAY PROPOSED OUTDOOR SHOWER MARGARET REINHARD PROPOSED FLUSH DWELLING NOTES: MASONRY CURB (USES PUBLIC WATER) \ 1. Existing conditions based on survey \ prepared by Nathan Taft Corwin, Land 4" DIA. SDR 35 PVC Surveyor dated 12/14/2015 and revised TOP OF DRYWELL 05/20/2019. PROPOSED PIPE 2% MIN. SLOPE = EL 6.0 MINIMUM 2. This drawing is for the purpose of I DOWNSPOUT (TYPICAL) \ n ' G ` • _` obtaining permits only.NOT FOR - FROM HOUSE PROPOSED GRADE= EL. 6.30 MINIMUM 1 ` ' EXISTING WOOD JETTY CO. CONSTRUCTION. W 3. Unauthorized alteration of this plan is a LAWN/PLANTING AREA \ A 0` violation of NYS Education Law. ( 81"l RAW STEEL EDGING / � Nathan Ta4. Existing 1ot ft Corwin,Band Surveyor dated WELD STAKES + CORNERS ( e calculated by 2'- 1" REVEAL) 6"TRAFFIC BEARING Z ( 2)x Y 1"DEPTH OF D � 0 0 � 0 � 0 0 CONCRETE SLAB COVER 05/20/2019. = OOODD � � OO TYPICAL 8"CRUSHED GRAVEL �3 0 REVISIONS + + + + + + +,++++++++++++++++++++ DDD � O � ODO ^ DATE DESCRIPTION _ + + + + + + + ODODI= � � DO v' - =- - + + + + + + + + + + + + + + + + 6"LAYER OF PERVIOUS NATURAL STONE - =' + + + + + + + + + + + + + + + + O O 1 1=1Q Q 11/2212019 DIMENSIONS ADDED-MHW TO - + + + - ++++++++++++++++ BLEND BASE (4'- 1"CRUSHED STONE) 4.75'x 8.5'x 2' O PROPOSED DWELLING AND FRONT + + + + + + + + + + + + + + + + I -I O O LEACHING GALLEY PROPERTY LINE TO EXISTING DWELLING - ' - 0 � 000 � 0 DRYWELL O 03/13/2020 TRELLIS OVER FIRST STORY DECK i COMPACTED SUBGRADE ID O r O 1� t� I� O I #4 REBAR SPACED 48"ON CENTER ` 'n AND SET 36"DEEP, WELDED TO EDGING z O CV s e a I GROUNDWATER- O�,NDSCgA ELEV. 1.5'._._._._._. _._._-_-_--._._._._._._._._._._._ .../ O Q� 8r/A F'9 LEACHING GALLEY DRYWELL m *NOTE APPROXIMATE AMOUNT 0T�N,CAL setion Not to scalePERVIOUS GRAVEL DRIVEWAY OF FILL REQUIRED= 150 CUBIC YARDS OF LOCALLY SOURCED section Not to scale � 00271®_� CLEAN BANK RUN SAND +GRAVEL EXISTING TOWN BUILDING COVERAGE EXISTING COVERAGE WITHIN DEC ADJACENT AREA DRAINAGE CALCULATIONS +STRUCTURE SCHEDULE �OENE �® Buildable Land (Landward of Limit of Beach) 9,710 SF Adjacent Area(Landward of Tidal Wetlands Boundary) 11,728 SF Drainage Structure Size Elevation Invert In Invert Out TITLE' LEGEND � House 1,290 SF House 1,290 SF Decks, including portions of decks covered 710 SF 2,000 SF Decks, including portions of decks covered 710 SF 2,410 SF Zone 1:2,103 SF(2,103 SF 2 Story House including decks, porches+steps) -- PROPERTY LINE MEAN HIGH WATER MARK TEST HOLE DATA by roofs&arbor&outside shower by roofs&arbor&outside shower (TEST HOLE DUG BY McDONALD GEOSCIENCE ON DECEMBER 12, 2018 AT 8am) Slate Walk,Chimney, Coll Pad&Steps 410 SF 2,103 SF x 2" rainfall (.167')=352 CF required SITE PLAN + 75.o PROPOSED SPOT ELI=NATION E PROPOSED ELECTRIC LINE EL. 4.2' o. Total Existing Coverage 2,000 SF or 20.6% (5) leaching galley drywells(80.75 CF each) provided=403.75 CF provided (7: .c EXISTING SPOT ELEVATION MIXED SAND AND LOAM Total Existing Coverage 2,410 SF or 20.6% DW- 1 4.75'x 8.5'x 2'depth EL. 1.5' 2.7' DW-2 4.75'x 8.5'x 2'depth Bldg Dept copy from ZDA F5_1 PROPOSED CONTOLIR SILT FENCE WATER IN MIXED SAND AND LOAM Final reviewed ocuments EXISTING CONTOUR PROPOSED TOWN BUILDING COVERAGE PROPOSED COVERAGE WITHIN DEC ADJACENT AREA DW-3 4.75'x 8.5'x 2'depth DBA File# -fig DW-4 4.75'x 8.5'x 2'depth Date: LANDWARD LIMIT Of BEACH r i i PROPOSED SEPTIC 41 Buildable Land (Landward of Limit of Beach) 9,710 SF Adjacent Area(Landward of Tidal Wetlands Boundary) 11,728 SF DW-5 4.75'x 8.5'x 2'depth WATER IN GRAYISH BROWN CLAYEY SAND SC 403.75 CF provided 0 5 10 LANDWARD LIMIT 01= BEACH _ OUTLINE OF EXISTING 2 Story House 1,650 SF 2 Story House 1,650 SF 100'SETBACK STRUCTURES TO BE REMOVED Covered Second-story Deck 37 SF 2,000 SF Covered Second-story Deck 137SF H4� NORTH WATER IN PALE BROWN FINE SAND SP Uncovered Deck 213 SF Uncovered Deck 213 SF NORTHERLY TIDAL WETLANDS PROPOSED WATERLINE Steps @Uncovered Deck 89 SF 2,335 SF _ Scale 1"=10'-O" BOUNDARY REECLIV'.IJ AWN BY: Total Proposed Coverage 2,000 SF or 20.6% Steps to Entry Porch 14 SF DTRKENNIsroN NORTHERLY TIDAL WETLAND EL. -12.8' 17' Stepping Stones 232 SF � ,. ��, SP-1 CHECKED BY: - - -- EXISTING WATERLINE TBR I:',�:5 S.PRETZEL u BOUNDARY 100'SETBACK DATE:2019.09.23 Total Proposed Coverage 2,335 SF or 19.9/ Zaning Board 0f Apl) aIs REVISED:2020.03.13 SHEET 1 OF 1 BEACHWOOD TIDAL WETlAFIDS BOUNDARY ROAD 22, LLC ASDF11NEATEOW EN-CONSUILTANITS.01MV19 545 Beachwood Rd -Cutchague,New York i I l .5• EXISTING NEIGHBORS HOUSE EXIBTMG NEIGHBORS +t'sJf SECONDDECK % N101F "00 % % EXISTING 575 BEACH WOOD UC % NEIGHBORS % (USES PUBLIC WATER) marshal! poetel EXISTING TIE W� "'I"'"" IL LANDSCAPE ARCHITECTURE 0 EXISTIN18WATERLINE PROPOSED SANITARYSYSTEM'S �! AS TORE REMOVED BIJETFREYT. NORTH FORK BUTLERP�_P. ON PROPOSED 517SR-1.4 T-qE MEAN HIGH WATER MARK \T'—FLOOD LINE MSTIN02-STOW D%E3LUNG.ITH PROPOSED UNDERGROUND SANITARY SITE P� NY 11952 TIDAL WEh_ArXXs BOUNDARY ATTACHEDDECKAND C LINE EQUALS LINE OF MEAN HIGH AP CM To PROPOSED Ph—163113 2 PURTENAM"i WATER AS DETERMINED W BE DEMOLISHED AND PROPOSEQUIECEMICALBOX EaSUNX; DRIVEWAY EDGE (6311315_saaa E G EN-CONSULTANTS,01MIQ R MOVED NEIGHBORS GARAGE 244.16' N 05*1 O'W'E % PROPOSED UNITS PROPOSED SURVEYOR: ROPOSEDAC % Nathan Taft Corwin Land Surveyor PROPANE TANK EXISTING PROP 1 1586 Main Road -SEE.FTAIL2 -".1r--PROPOSEDUNCGVERMDECK EXISTING WATER W METER % Jamesport.NY 11947 Office:(631)727-2090 G) 1LJ LJ cn 5� ! - EX,DRIVEWAY PROJECT LIMITRiG SILT FENCE 1 1: ARCHITECT-. -AREA OF DISIURSNNCE=7,t005F 1 OW-1 TOBE. Meryl Kramer Architect G 1621)-477-8736 RESTO BE REMOVED PROPOSM,UFT 260 Hortom Lane rn Vk 7 --11 PROPOSED TFUEUJS�OVER _EGSTW OVERHEAD i STATION PROPOSED S,ff. PO a..16M SECOND TERRACE OVER • MA504"STEPS �,W-2 FIRST STOW DECK 0 CESSPOOLS DWELUNG L ±3S ;35 TOSEREMOVED(TYP], PROP. PROP SEOX.-SSS Southold.New York 11971 TEST HI „R PERMJU. ANY SAMT140 NATURALLY VEGETATED PROPOSED TWO-STORY PROPOSED— Cp DIVAE AY SEE ENGINEER: AREA REQUIRRIG DISTURBANCE FOR EATMENTUNIff DETAII I PURPOSES OF INSTALLING THE 4-13R DWELLING FEEL 8.5 L—————- Jet rey T.Butler.P.E.,P.C. PROMMORAINAGESYSTEMMILLBEE DW-3 I -—————- PIRMSEDWATER -208-8850 PROPOSED CATCH PROPOS DIXWDE (62�) RACE -A- SHOWER PIPED TO . --�\ PO BOX 634 RESTORED TO rM PRE�CGNSTRUCTIGN BASIN FOR SRI PROPOSED SECOND STORY TER CONDITKINANDREVEGEtATEDWITH DRYWELLS, LV J m LINE, Shoreham,New York 11786 r..4 PROPCSM4'SDR35 SBS to EXISTING CAPEAMERICAN DEACK GRASII O.C., rn PRO tw - . GRAIN ME DW.) &as 5.as ❑ EP11 FIND CONCRETE APRON PERMITTING CONSULTANT, POEM DECK ❑ URUTY BOX En-Consultants 0 - PROP.ON.GRAIDE PROPOSED,PERVIOUS ❑ 1319 North Sea Road 1% Ea—DECK M�GRAD GRAVEL ; DW-5 1.MASONRYWALKIWAY PATIO SP OF EL 3A Southampton,NY 11968 L IU SF J09PROPOSED EXISTING (631)283,6360 0 t UTILITY POLE �9 I --I II—EXISFFING ELECTRIC EXISTING Z -7 If FLUSH ETM OVFRH1iAOWR v Pa. 243.46 ES ik MASONRY PROPOSEDWATER LINUE EXISTING GARAGE SITE DATA: CURB PROPOGEDSIREPPING 0 PROPOSPROPOSMIZINIDESTEPS STONEPATH(TYP.) SCTM#I ODO-1 16-04-22 ED SEPTIC PROPOSED Zone:R-40 PROPOSED STEPPING ABSORPTION FLED Lot Area:11,728 SF(or.269 acres) STONE PATH(TYP4 PROPOSED I"SF PORTION OF NOTES: I.El,Ing conditions based on survey EU 07W 3 ----_ l moposmaNxeNWOOD (INCLUDESIFRONTOVIMIRNNG) EASTING M WALL To SCREED GRAVEL t OPOSEDOUTGOOR> N101F ROADWAY prepared by Nathan Taft Corwin.Land SHOWER HANS FAMILY LIVING TRUST Surveyor dated 12/14/2015 and revised (USES PUBLIC WATER) ()5 /20/2019. _\ 4'13�IA_SOR 35 PVC TOP OF DRYWELL Z3 2.This drowing is for the purpose of PROPOSED C pip] SLOPE [=ELO.OMINIMUMobtaining penrits only.NOT FOR DOWNSPOUT (TYPICAL) CONSTR CTION. FROM HOUSE PROPOSED GRADE EL 6.30 MINIMUM 3.UnoulUhodwd alteration of this plan is a vl.,.,,. NYS Education LOW. 10 EXISTING EXISTING I I NEIGHBO S NEIGHBORS — 0 4.&ifing Te calculated by DECK HOUSE Nathan Tat I coverage EaSTu,!GWOODjETTY BEARING C),/,,,.,gt Cowin,Land Surveyor dated 6'TRAPPIc X =1[C=3 r3 r=31 r=31 C:3[EM3 =1 CONCRETE SLAB COVER LAWN/PLANTING AREA M=C:3 L:3=J C:3 C3 TYPICAL DESCRIPTION PrIbN C3 CZI JNY RAW STEEL EDGING C3 1:3 C3 1:3 1:3 1:3 C3 En=1 =C3=1=C3 C3 TfIiM 197 DMF,�iO NS A DD6--_NW TO till II! WELD STAKES CORNERS 1"REVEAL) EM C3 4.75'x 8.5-x Z PROPOSED DWELLING AND FRONT C:I CTO C:3=1 CTO I"DEPTH OF -A 0 =1 C3 C:I=1 r3=1 m=1 C3 LEACHING GALLEY SO RAISTSTOWDECK J'CRUSHED GRAVEL r-3 C3 =1 r-3 r3=1 r3 DRYWELL 01*5�020 S4UWA R Y._Y�WO I ELEVi_..NS C3 C3 r3 IZ_3 L=I r3 C=I C3 M-3 G) COffOURS,SGU5 OFARIVEMAY. ..... . ...... V LAYER OF PERVIOUS NATURAL STONE 0 QUANT17YOFMASOMY51EP5AINO BLEND BASE(k-I"CRUSHED STONE) -' ^ O 0&1}2020 UNCOVERED DE CKEOUCED COMPACTED SUBGRADE iv STEPPING ES RMUCED MASONI!YWALAWAYADDED 0 SAATIAWSYSTEMROAMED NORTH #4 REBAR SPACED 48"ON CENTER PROPAMETANK.A UNMADDED AND SET 36"DEEP,WELDED TO EDGING GROUNDWATER- -----------L................................ 0 a a a I @:PA Section =�IIEACHINOG ALIEYI—L�L . • NOTE APPROXIMATE AMOUNT EXISTING TOWN BUILDING COVERAGE EXISTING COVERAGE WITHIN DEC ADJACENT AREA DRAINAGE CALCIULATIONS+STRUCTURE SCHEDULE -85 CUBIC OF FILL REQUIRED &1VIO YARDS OF LOCALLY SOURCED PERVIOUS GRAVEL Dg�—AY CLEAN BANK RUN SAND-GRAV Buildable Land(Landward of Limit of Beach) 9,7105F Adjacent Area(Landward of Tidal Wetlands Boundary) 12,7285F Drainage Structure Ell Size Elevation Irrv.n. I.Vart Oui House 1,-SF House 1,2905 Decks,Including portions of decks covered ZODDSF Decks7305E ,Including portions of decks covered Zone L-2,103 SF(2,103 SF 2 Story House Including decks,porchea+steps) TITLE.' LEGEND bymofs&arbor&o ideshower by roofs 8,arborB,outsid shower 2,410SF PROPERTY LINE uts 151ateWalk,Chl ney,Conc.Pad&Steps 1,11M 11 x 1"raInfall 1,1171=.1 C1 required MEAN HIGH WATER MARK Total Existing Coverage (5)leaching gal ley drywel Is(80.75 CF eadil provided 403.75 CF provided TEST HOLE DATA 1Total ExIstingCmenige DW-1 4*Z5',!j5 m I d2plh +710 P ROPOSED (TEST HOLE IIUC,BY McDONAID GEOSCirNrr ON DECEMBER 12.2018 AT Sam) DW-2 4. STN POT ftEVAl10N PROPOSED ELECT SITE PLAN 1.1 MXE'D SAND MD LOM PROPOSED TOWN BUILDING COVERAGE PROPOSED COVERAGE WITHIN DEC ADJACENT AREA OW-3 4.75'x 8.5'x 2'depth SED CONTOUR 2.rO OW-4 4.75'xg.5'x2'depth SILT FENCE WATIN MIXED SOLID AND LOM Buildable Land(Landward of Limit of Beach) 9scent Area(Landward of Tidal Wetlands Boundary) ,710SF Adj ---T PE)laSTpl NOG CONTOUR - —V 11,728SF DW-5 4.7V x 8.5'x 2'depth 1. 2 Story House jjjS0SF 403.75 CF provided D PROPOSED SEPTIC 1,650SF _-_R —ER W GlWrsH 11-14 CEr SM,0 W covereclsecand-story'Deck 126SF 1,960SF M�,=.,.cl-story Deck 1265f 100, =,0.1 EIII.11,11r- jUncovered Deck _.SP It Deck IN SF 0 5 10 89SF 2,3WSF NYSD Unco" LAN To REMOVED [Total Pmpmdcmemge tep;,; 1,960SFer2O.2% ST i NORTHERLY WAtEa IN PILE BROWN FINE s,VID SP !eE, Porch 14SP APPROVED AS ACH TERMS (A10D BOUNDARY PROPOSED WATERLINE Ste In USSF AND CONDITIONS C Scale 1'�10'-O' Masonry Walkway 122SF PERMIT NO '31 00001 ITY'. 7D CHECKED BOUNDARY EL I KENM_ WATERLINE TER DATE!:!:I�l Z�L�v) S.PAEML NORTHERLY I SP-1 Tat.[Proposed Cavemp 2�310SF REVISED—.11.10 SHEET I ori Tr5r HOLE SEEARACRON 175TAh--R-E-M-175 FOR 5JF6R FOR SWZFA� I OWTS. fb,206 Eqlt mogmial PRnPOSED AREA 0 DEITIAL.), I,;B�N Yqn(r 800-212-44801811 ',IOENnAL). L -Anom b Nei B MOON 6EOSQ Y. I tl; I 60-At W DOME M LH.4-200 o BAR 11114.HORZONTAL SEPARATION MTAN25 B.43 BIT)LVIL 01 1:106TRIS 07MOUR ELISULDINSONSLAB-F-0, C�FWa5,OSi HOUSE.OVENIIANS61 44�11 I FORUE%055M"OUSE 0~61so CANTLEVINA EX-510 MDEP 6AHO AV 0.HATER LINES m 10-0 ............. LOAM IS") BUSTIMCCITIOUR CAMMEARS,ETO-5'4' E. TO BE REMOR= v.WATESRLEIi IFFACE WATER KIELANDS) Wo-w g &vWm *EL IV 2w GRADE IS SIRFACE WATER,MEMANDEU 751V WTRmHvwSwf PFZPOW"WaR F.FUSUC,WILL-2W-W LOAM 09") 6.PRIVATE H131-W-0 H.RET.WALL MIRP11OFF)- PROPOSED SPOT ELEVATION E-ly 50 Bi It IVANE19 KILL UMPROCIP)-I" A WEI TUES.TXVZ5 K.Um Mm-F-O' up"Elva ROADETaNnUMORFEWAREEBA616-20W WA7M IN SPADE A W6 F.B.TXXS-10-W J�, �LUBUTILITUES V-& 0,; 01 141 EIRCH 61111 1-HDA"STOW DRAW.-2y-& dig "'N K OWSM STOW DRAMS=ICi-OF wavpm S'JFFOLK FRORDSM SWARY AA SYS, - S.- AVENIjE O== f, 0�Pr./mmaAcm MOH1447M IN ISIVVYISH OR" kAEACHNs•Vo, N. BASMSINOH��)- N.CATCH 'CATCH, O.SAX LEK"POOLS-&.0, All HOLE, 5AIlTARf LEAOCO POOL P.PROFORTY LMS9-S'-L, WATER IN PALE BROWN FINE I PROPERTY LHES-S'-O- a TOP OF ENSPHO-ENT OR STEEP SLOPE RNISHED FLOOR ELEVATION FFLEL.. VA SLOPE CR 6REATERI-2510' Rau".6v.& TOPCFEMELMHQHOlk STS.,SLOPE, WO/F SAID(w) I SWMW FOX 27 4 (PUFFIN EL-IZT rID-BELL146RCE 0%SLOPE OR GREAT% 6 SEPTIC TAIKFUMSTA.&REASE TRAP ........... OR K-101OLE-&-a LOCATION BELOW SURFACE MUFF.6y-v T.SHIMMIES POOL-2Y4 HIGHEST E*rLTW GROUNDWATER 0 0-1& U.08OK/RAMi 05OKIRAMP-SW ZONE AE(EL 6) FLAG 5 2 G;�;4 no OOMMUNICATION SERVICE LINES FLAG 6 ROBERT MASHER 4 V;Z� TO PROPOS®mium.SEE vnuiy TRENCH pLA6i HELOAISAUASHUR EXISTINESKATERWEFEMR VffAft.,THIS DKS 4 PROPOSED SANITARY SITE PLAN- ON-SITE FLA5 1 VACANT TO BE UTILIZED BY INNOVATIVE AND ALTERNATIVE ON m CD -- i .-COMPALT FILL WASTEWATER TREATMENT SITE PLAN b2l R-AS PROPOSED I'HATIERLINE- F41P.1- :��ffvow-m5aPENOS tj PUBLIC HATUR E�lll Tit' SITLIATE AT-. F 50 BEACHWOOD RO,CUTCHOSUE,NY FLAG 10, 35 x ELECTRICAL SERVICE TOM OF SOUTHOLD CABLE IN C&MT. RFFOLr CaJNTr M34 YORK FLOOD ZOE,AE 200 Allp W 00.MEW, &,TM NO.,I000-II6-04-22 BASE FLOO12 ELEEV,6.0 4NE; I. TD. 3wAw(vOD,mNJ OWNER,OUFFIN SEE CROSSING DETAIL,THIS DHs FOR GONEPLIT 400 AMP(41 CNP,MEN 001DIRV Raw WATM SEPARATION AND NSTALLA'TION REMTS SITE DATA: TOTAL LOT AREA, 11,126 Sam BF, ____�PROFOSEEP SLAB STERS, —111CATION HETI.W AREA: 010 SOFT. • u 3-STEPS a NORTH SIDE OF LEACHING FIELD rry 4 THC, AD.A0941-UPLAND II Sam 6-q. . .. .1 • (m (SEE ARCRITECT FOR MATERIAL) �6A5 SEERVICE AREA .;FT NOTE,5-AS STEPS PROIAM A PERI-WM TRAFFIC,BARRIER TO GUARD SANITARY R.EV OF ECI OF LINE WILL BE as pRiVOgpY TO RE-H- Ex all. EK AN TREATMENT PLANT, q9r • LEACHING COMPONENT AGAINST VE MAR DETERMINED BY SIZE OF SERVICE po� ZE21w 10 NAN DAMAGE. UTILITY PROVIDER SUPPLIES, ali .., - I-HYDRO-ACTION SET-N-60 CKSITE 15TU! I 11r, H DETAIL TAR qn S 81-55'50"..E N 78'38'00"E MODEIL AN4W Typ.UTILITIr • NOT TO SCALE • INT a 15.73' 24.27' 6MVITY PORTION OF PROPOSED SYSTEM SANITARY T.DESIGN,FLOW,440 SPIPsr REFFUTED LOCATION OF "fi CPS(OF I CHTRL CENISO H Al-ARM BEACON III, W ".LE 10141 ALARM 1,01 REMOTELY,AS SHOWN) PROVIDE, GRADE TEST(o ! ME N!6.- "I.SLATE AND EX9i KA75Z SERVICE a, PARTIAL SITE PLAN T�r TF ABMT 41 ),tTOD HIALLAID 2 Ul&ELEC.CND FROM AL.TO OPS EXISTING 0 w mEGH5ORjHG -.V� w 1, 0 rmvB�E%SMIE 19 „Ns HOOO MAIL ON EASY PP4PERly LINE U1&VENT 00 FROM F.T.TO HOUSE STACK J•- J1 6RAFRIC SCXE I OR RECIEPT,--NEARBY GARAGE p • 9 11 T BUOYANCY ANISHORNS �LL LN,To 5: CONTROL PANEL (2)HELICAL rOL ANCHORS PROPOSED LIFT STATION (AFFROX 10'-&BLW M FISSURED 1./�T! .-LENSTH OF ANCHOR maVs®WfiCABLE <LID USE, i PROPOSED 6RD)OR WRATIEVER 15 W4125SARY TO OREN60 SIMPLEK FF5005 RMP STATION R j�-EXISTNS GRADE TO BE 1431%aW AS PROVIDE, ACHIEVE 10 KP UL"TE w I -mz cr PER CzKoullft SHOWN IN PROPOSED REWFORCEP P4.MTI-FLOATATION N.ANSEE TO LOCAIE HEMAL COIL ANCOORS A6 SHOWN 00 55UVZE HYDRO-ACTION CIAMBER AND N MaXXLE COMPli WILL BE C'O KA .......... rWITI*ISTY FROWING,F.Hl CONTROL PANEI,NEWTON PRORY"11 FRAI-E RAD TO EACH HELICAL ANOM OETIRMED BY soSPVC t-- • OF c4bouir UTILITY A10 REAR 13130<5,O�Si (fEoww SYSTEM TO BE BY WOOD ARBORS,HOW 675-5,ROOF '.I I TANK TOP. PARTIAL.PLAN THUS INS) COUNTERACT alollmy qp� WITH HOLD-DOWN STRAP AM LOCATION IF�Ti-XI E,�LEACHING FELT), PRIOPOSM FLUSH TREAD w OVER DECK NO WHEY TO BE U AI 11 9-im STEPS, PROPOSED GO I STEPS d NORTH SIDE OF GRAVB.AREA INSTALLATION 1,� -C M CUE REMOVED. 65OTEXTILE MAT ASSEMBLY IN D15TAL FORT I-STIEP 0 SOITH,EAST AM WEST SIDES OF GRAVEL AREA REQUIRENIEVir.S: 11,01 S. rr- 34'HCe x FID LS (SEES A3VATWr FOR MATER RAQ I I LOCATION FOR Mow E)FANSIOR SHOWN L�UAMTST-� L-i Air- MAINTAIN ALL SEPARATION DISTANCES. P%(C,Ner AU110PATCALLY YEXTED P.T� —cRQA8m 6 t� E U ENGINEER, .1 (MR VENT TIED KrO HOLES VENT STACS) MARGARET REINHARD OLAPTERKH)MA PRETREATUOM Na' HHMW��= TAIL a SUPPORT FOR THE FOL.LOKINS 1115r�EGUIPMENT Edi INSTALL POLYLOK F— UA OWTS UNIT SIZING: POWER AND SOKMIM106110H V5. ]111 11 • EFFLUENTFILTEK. fl 11 H EXISTIHE�M-6 TO BE PU8iX WATER IFRGE 11 ya It FW FL- T PAD ISM !RECEPTACLE,CONTROL PANEL AND BLOWER FOR SEEM FER. HATER LIKE GROSSING(CM) PEA SRVEL FOR OIL TAM AND COMNEY UNDInall.COMPILATION OF CODES MIS AND REGULATOR OF ETU AM CONTROL PANEL.FOR LIFT STATION.LOCATE TIES STATES OF wm YoRr.nTLE io vmpmemr OF HE.ATHL NOT TO SCALE EXISTING Ir FRAME WAR13Y SANITARY SYSTEM AS SHOWN —a &AFTER.U.PAW 15,STA1112ARDS FOR INDIVIDUAL.CHEITIE WATER I STY FR SEE NFRAME M THr,DW5 -7aEEEKN.erWi sli AV MVIDUAL.ONSIM K06TDIATM TREATMENT FHAL . DW9 UNG TO SANITARY TRENCH SIZING PROVIDE 20 AMP SERVICE FROM MAN �l - I ,.. .- -- :IZIFPFIwnON� ABSORPTION 11 - SYSTEMS AFFEMPEK-I�A I I I INELDS SITE PLAN BASED ON ORIGINAL SUIZAY BY. BE REMOVED, FOR PRESSURIZED SHALLOW SEV,1101415-A.5 58-M TANG NA"TAFT OCRINK LOW SURVEYOR E%a,"6 F R 2g ALL COMPONENTS MOUNTED EIVABOVE GRADE HYDRO-AMON WASTE WATER TREATMENT PLANT TABLE 1,DALY DESUM FLOW-110 GALSIDAYA041 966 MAN WAD DRAIN FIELD(PSD)SYSTEM: OR ABOVE BFIE WiCaEAR 15 HIGHER TAME 413.APHYATION RATE.H2O GALIDAYSP dAMRSFORT.Hir 1141" MODEL NO.AN400(GRAVITY SYSTEM) 0: 5MVISTED,DECEMBER 14,2013 SCALD NOW SLOG PM LAST UPDATED,149AMBER W,2&Z X.FFRET T.EIU7LSk P.E. PROP. . I OF CODE5,�ASID PROPOSED LlaqD PROPANE TANK I/A OWTS UNIT LOAD CALCULATION: St�l`F�W�, CURRENTLY, LP TAW 42IFER MARY R.RAYNOR REGULATION!Of RE STATE OF lei YOM TTTLJS 10 ANCHORED TO PL.PAP FOR ROOD ON PAD Ho GM It 4 BEDROOMS z 440 GPD TL FLOW L THESE PROPERTIES ARE PART OF MAP CP MENDOWILAND OF H.9 SaUXER NO 1.1423*813m STORAGE TANKS EAST DEPARTMENT OF HGALTK CHAPTER U,PART-5. COMPLIANCE 10h' PROPOSED S44TARY DESIGN FLOW-440 OFID u STANDARDS FOR NPIMAL CIVATE WATER SUPPLY ABOVE GROUND I AND WE PALMA FILED IN THE OARCE CIF THE CLERIC OF SUFFOLK CZWWI ON AND NOWBOLIAL OHRTE WASTEWATER TREATMENT 100 GALLON Z FIM ISE, 2. MARCH LZ IqZ AS FU N..&R. SYSTEM, RELIC WATER aK!, !!!., SYSTEMS.APPENDIX T,-A. TAW,FILLED BY Ei TRUCK 2 STY FIR DWELLING USE WIVRP ACTION WASTE WATER TREATMENT PLANT El"ATIONS ARE RIMERUCED To NAYO H86 DATUH NO STORN MNA6E STRUCTURES E)bT ON THIS STIF NO PROPOSED DRAINAGE EX ELEVAtM ARE SHOWN THUS, TABLE 1.DAILY DESIGN PLOW- THE 19LLM CONNECTION AND VENT 14 ENEEDROM MOM NO.AN400.GRAVITY SYSTEM D45TINS CONTOUR LINES ARE SHOWN THUS. STRUCTURE E)`1575"THIN 201 OF PROPOS®fiWARY 5TRUCTILIRE5 AND/OR FIN R.EL 111651 TREATMENT CAPACITY.440 ISM - -X- TL.WORK VALVE MUST 13E AT LEAST 9,000 ZM INFORMATION TAKEN RICK ABSORPTION Ral) 110 6AI.SvIDAYANSPROOM(440 GFO YL R�4 HS CAPACITY,I215 GAL FLOOD VISURNICEE RATE MAP h.. H A FL 6) TAELB, ANY EXTERIOR SOURCE OF ON PLrH -440 GFO ?i LL 486 APPLICATICH RATE- OPENINGS INTO DIRECT-VENT FLOW RANGE;50 ZONE AS DAM F1.000 fi"ArKH5 DETERMINED EXISTINe SANITARY 5YEillalLL - SID ISALADAYISCIFI. HSCHANCAL. MAINTAIN REGUIRED SEPARATION DISTANCES ZEE V5 C40ASTAL PLOW KITH YEOaff HAZARD PAVE ACTION); 7,01 AFFLIAHCES.OR SHALL BE ABANDONED BY REMOVAL EXISTING SYST&SCTO -1 % SEE DETAIL FOR UNFORRATION,VNIS SM Ilk-E FLOOD B"ATIONS PETERMUIED NS ,PZTEA=BY vf,(v TAME 60,APJbTED FWD LENGTH OF AIMORPTON VENTILATION AIR INTAKES �4.' 4.ALL CHELLINGS MTHER Ba OF PROPERTY Me 6011455TED TO Rai WATER. REHOM &l-RffiDUALSBQ6EKA5TlESBYAl.ICdl9E ZONAND TRENCH=61 LINET. .41, ROWNSTHEENTI BA6KRULLINS,NTH SUITABLE SW AID HYDRO-ACTION AN400 BUOYANCY CALC: GRAVEL HATERA1.1150 PROPERLY C414PALTINS. STANDARDS FOR APPROVAL OF PLANS RJOYAff FORCE 15 RESULT OF AIR VOLUME WITIUM CONTAINERS FULLY HYDRO-ACTION COETRUSTION FOR SEWAGE 06POSOL SYSTEM FOR rFMRA ARoompiTIONIN9 UNITS IMMERSED IN KATER I >�< SINGLE. RESEVENCESVATEDQ-2R-20111 CONTRACTOR TO PRONIDE ROOD PROPOSED ATU CONTROL PANEL REQUIREMENTS: I NY! DEC ILE TABLE 11"MIDLUTED frEGLARID LENGTH OF A OTHERSI cl 01110i COMR-IANT PLATFORM BLOYANT OF DOT AN400. I.THE 0ONTROL.FANS-SIX KEY BE 9-44M OUTSIDE ON A SUITABLE PEDESTAL CN PRE59RUME)SHALLOW GRAN FIELD APPROVED,S PER TERMS LOCATE AND MOUNT UNITS TO I-CATCH BASIN W OPEN COVER W36W 4w LE* HITHN VIEW OF THE SY571�1 THAT IT SINVES.OITRL.OAR ANP IULDMER SPALL BE AND CON)ITIONS OF PLATFORM 5-4:5'x 65 x 7 UQ.DEPTH PRE-TAW,mva.SuvY r FORCE 3P23 LBS MOUNTED 35-AEIV FNSHSO GRADE MU OR ABOVE LIFE.WflCHEVER IS IffiHER. bA47L.5s 2.EXTERIOR PANEL NISI'A ALK 5PBUFrATIOW FLACEMENr SHLABLE5 THE SYS'EM TO PERMITNO �05�-o 73710"1 Iaa 5TOF44 WATER 5YEEM5 15 PROVE TOTAL EXICTIANT FORCE 11100 LBS BE SINVICIED AT ANY TIME.ELMNATINS THE RED 70 ACCESS THE(NEVE IF TIE T) ABSORPTION TRENCH CALCULATION: FOR DESIGN AND CAL15ULATION% ANTI-EUCYAllr 1=15 3.BUILDING, DATE <U, w �j FAMETZEL LANDSCAPE T N TIC CONDUIT REST WAVE APPROPRIATE SEAS TO PRIENIENT BASES AV 1405TLM v Hay-AL FILE ANTI BUOYANT FORCE lbpw LESS FROM FEwAgm;THE cOmmi.PAHES-OR awTION Bi f OI 4 BEDROOM SYSTEM-INITIAL INSTALLATIM- 1 11 .1 4,SYSTEM SHALL Be EQUIPFW WITH A FUNCTIONE19 WASHING SYSTEM WHICH HILL 61D UN Fr OF ABSORPTION TRENCH RISSOUNED 'z z /,-2 • FT0pTMAaLANWn0V0rANT FORCE• 112,000 L53 ArnVATE ADELE VWAL.ALNB15 THAT CAN M FMADLY SEEN AND HEARD (SEOTEXTUE 6EOM&TT SYSTEM ED GALADAYSaff FOR PERCOLATION RATE BY IM OCtUPANTS OF THE BALVENS SERVED. LL 0 4 WITHAVAUE ANTI BUOYANT FORCE ECAMS BUOYANT FORCE BY A DOS SAFETY S.PFE56OZED SYSTEM MUST BE E2fiPFED WITH A COHTROL PANES.NTH HISIRS OF r FACTOR CZNNECTIHS A PORTABLE!GENERATOR TO OPERATES THE SYSTEM OURINS A POWER O Gy'. WIDE-325 SOFT./LINFr. MEAN IJSWE�,3- 440 6P)/SO FERC MTPJ-141 SOFT./9.0 WFTJUMPT. 43J3 0 "w TIDAL Ll OUTA6E. z A95own THEScH REWRISCh 46 LlN.FT. 0. AS DETERMINED BY C) THESE FLANS ARE DESIGNED TO WITH SCDHS. 0 _7- EQUALS LINE OF MIEM HIGH HATER. It 174) 4 BEDROOM SYSTEM-UPON 50%EWAHSIOW —1,001PDECK AMOST5.5 STANDARDS FOR AFPRDVA.OF PLANS AND CONSTRUCTION FOR ADDITIONAL INFO: EN-CONSLLTAHTS,01"q 0 OZ UNff.REQAREP�Off.15-&7k4 UNFT. FOR SEMAdE DEPOSAL.SYSTEM FOR OTHER THAN SEE!ARPHTl!cTLRAL.DRAWINGS FOR PROPOSED SJUDINS PLANS O LOCATION OF 50%EWANVOR LATERAL 500M SMISLE-FAKILY RESDEHZES-DATED 12-x-ml OWNERS BY MERYL KRAMER,ARCANITECT NOT5 6EDMTT SMALL BE vahsw TO SITE IN ROLLS go OUT TO Sm 4.EErZ INSTALLERS ARE TO FAMILLARZE THIS1,6ELVES II Bit,6) X411-OENSIM R15GUIRROTS.XIA.2-VA 260 HORTON LN.SOUTHOLD,NY IMI �rIE UIQrn I an MINIMUM POSH PUBUMIS AM SECTION Wb- PROPOSED INSTALLATION: I ELMTRICAL REW IS,Re hFORE MENTIONED PURCHASE APPROAMATELY tZ OJYOS OF COMPATIBLE aEAN SANDY FILL S 8704709"W 59.27' 1 SECTIONS CUILINEE MAINTENANCE AM CARS OF NWATIVE 0)POP LATERALS SNS LIN Fr.EACH w SIMILAR aRNm Sim(OBTAINED,FROM m APPROVED uFLw�,ITQ FOR OWSITE WASTE Ki TREAT INT EBS'A ARE TIE I OF LATERALS AND ALTERNATIVES MMX "T"PlUNUMM"W GOKATM 9' CR SHED. REQUIRED BY SLDkM BAY 04,ORIFM HOLES TO Ee MUMROE AT 6 PROPOSED SANITARY SYSTEM PAGE: 40 PLPF V ORAFIM 0 7 SYSTEM THE PURPOSE ATTAINING THE PROPOSED GRADE.SHOWN OVER THE =OCK FOX PER OBTAL.11110,OWES VISTAL.HILAP 0 1 APO GREAT PECONIC P167AL ff"DESIGN FRESSM OF FIVE 'S' OWNER CARE OF SAN.SYS: RWAASE AN E511HATO r,CLYDS OF RATEABLE SOIL(SP OR 510 MR MMONITOR ONITORING FORT SKILl-BE METALLED AT THE 1 1 THE PURJPOSe OF REPL.46IN9 WN-RoNTABLE SOUL BELOW THE PWIPOSED PVC-D-—40—PF PCarsma welmv INS,TRANSPORT MANIFOLD 1 FCRMLLARLZE ONESEELF NTH THE MANUFACTURES PIPE 5HOLL.Be SLOPED CCHRUOUSLY DAM TOKAJV5 PUMP STATION SITE PLAN-DEMOLITION FOR DRAINAGE fWLCHMENDATLONS FOR C.ARE OF SANITARY C41410HENIS. SANITARY LATERAL. I I I BETWEEN CYCLES.HEEP HOLES TO BE OFULLED IN PUMP STATION DISCHARGE-ASSEMBLY •PRIOR TO ANT FUTURE SO WORK A114AYA BMT CONSTR4110H, Spi INITIAL DISTAUATION-ED LKPT. FENIHS V BEYOND THE PERIMETER OF THE H10R0-AGTWN NOTE TO CONTRAC,TOR, ABSORPTION TRENCH PROPMW 8 50%E(PANSION-65.0 UNIFY. ENHANCED MAT EW UNUT IM AMP 66F LEACHING FIELD TO CONTRACTOR SHALL PROVIDE ALL STME,AGGREGATE AND BEIDEXH&WATBRIALS 20 l0 onO PROIFLT TIE COMPONENT5 FROM VISHICLIAR DAMINDE. RfriAR1D BY THE Bbp1ATlFJlAaG 575181 SUSANTARYPROFILLIPHi2i 40 60 GRAPHIC 51,AL.E 20 11,61"T DEIAILI 01"1410,1 of 3 ........... .........._.n i N 1 Q Q O O (2)21B X ILBGTH TO SUIT)ALO USE(6)YX'P 55.LAC,BOLT W S FMP/ HORIZONTAL CCROSSHENM S5.WASHER 0 DEADFrtlql GOMPRF550R PD743N GRCUIT y��' o •• e (rYPICN) (rYP 0 EA POST) B --O—�II 5i> •• PROVDE 20 AMP BREAKER ca W AK-080917—t OJ 2 ACNR TIMBER SHELF ETU OFT STA IN MAUI ELECTRICAL PAIS_ �— g x 14X12 DEPTH TO ALC�ATODATE BLOY✓t32 * ELECTRIC E ECTRI . N FIUSTIN6 BWDUIB FOR LI LI SPRAY RI P RATrt7 M +f ® INSIDE LID VIEW LLEN677HTO SM NiFRRAME ARD LNi'I'IS Gm-PTU- PROPOSED VA GIT•' N N L wrr MOTOR DPa t�.A & �' ',� ❑ Wh NOTE: ENCLOSURE : F�7 HINGE TO THE RIGHT T a IQ L5RbL00PS tF'] I ,{ ? RPI �y� RPP FAIi� pp�y� pFG(r a7. CD m oc CJ• ®� I G` o m r — RPP MOTCR 60 PLA B''D PLA a Z I Q 51P S SUPPOW KSTBE RACED BD% O� F` rj{R] NPRANYS '^di {®�N •T S e ASIDE 0 4INIMUM ALO 5W B POST MST ff T;K,ED R57AL �" R 9'ePe 16V MINIMUM LOAFER 36'BELOW GRADE DIA9IPHE FS45TAL IMEi WNTMOTOR BO FLA •,ma m wme ar In ENCASED IN PG,REO C40WAZE M 12' µ1�1 OFTHE TEM FLOAT UR M IN BE RATED 2 NP AT I2OV N µµI 00 ❑❑ __ _ RATBS9LCHERSFL Y PROVIDED BY PNEL DECaOA5HEDLH5 .a o n +r !t¢1u�7 Sr NODAauf®I'{! rmu DIAI¢iHd� TI .(IYPIGW EERW 3YAOVDOCATED N1 A FvoNDm eT6 NOTGMA21 IN THE DAv®LeB � II 6 e 4 L�� -�L�� moi ___ ABI®FR me"m m REORBED TOR2E FM TB"ML MOCK SCRB6 IS ADINE9EWW-00 ERRS ID WM FEED MRN*MET BE A MINIMUM OF GI ClM?PA7BYf. II VHP.IBV Ag (y p Q gq Q NIgDL GOAL(dPPH1 NAE. N ftlR7t SA PU Sv d 6RAL� I I' NOE6 A1I IDTQS MET NAPE 1 o®o ¢ /\ \� •,1 i' \�\\�\\j •I I �\\/�' IWBBrAL OY5WAD PRONLTIDL Mull ® O® e x IN vow m j III•. \% 1 I•.\\� _ ew I rwm LRI-G REDroM . .I I•• .I I.• 9 � i FS 3 BlJI I lRl-02 PINK" � a o A PROPOSED I'I I I X ¢ Bw Lw a3 YELAH RusnNb IL Q D O STTRICTURE FOR VA CWr.CONTROL n, .�. .�• ^� PTI TTbRILL eusGeams Ma TTI Y LAV B M1�t fdT4'eft5 LONmm PATO_FOR L7FTSTATION) Lpj x KIT SCALE.NCHE4 IAI-g4 I 5nPP83 OR 9ATAS8 RED COVER16 Pu IHPUr NM 20 AM I POLE BREAKER FROM UTILITY 13014IB T ENL A9-1 FINK V t5 I/� N HYDRO-ACTION ATU m Ito VOLT,IP sErncE TO DEDICATED TO R(DRO-ACTION PROIAVER I /q^Not CONTROL PANEL REQUIREMENTS: HYDRO-ACTION LOMTRo1-P'V✓e- P'NE B s 6 �D �• Q^ m I/ 1i_JIII.THE CONIROLPANEL KIDMPE WXHUEYBERSIDEONAWTA&EOSTAL nm,�axrTvcRHE INCIOMINS ALAFU W WYNN VEMOP THE SYSTEM THAT IT SHMi gNR.Cx A•D9GlERS NL dHEtY1l(Jfl'ELC�YCIRD Lie llaxTED sS'ABJFIMSIMDeRALE MxI OR A6DnE lifE PD52D OR° HTLRO-ALnfXN HYDRO-ALTYIN IliilJttFCEPIPE Ib1A p"N RfER=P EL#0A4(Sl66i .7P AERATOR MOWS MAUI BUUDN6 SERVICE TTY OneW �. Bw 8�'272'ZTCi�1811 2FXTH1ICR PA18QelA 4X YfLfCADRLJRM8eIf13NHl3 THE SY57Bf BFLTRICAL CIRCUIT BREAKER FEFER TO IE�ATANC rN£BxMPMiR167FE f®TOACCESS THE WOE Fi•1 O ROL PANEL PANS ALARM TYPICAL Iaim FF MEtaA1T MUST NAWAPPROPRATE SEALS TO REMIT NO pjazmp•'U ta1T1211 X M'h CLEANOUT O A W z Qnv mxi w+n) MISTLIM FRAM REA0M TIE CONTROL PANEL OR JNLTION BB1925. Iv TOR 60•YM1E LIGHT [O(LyJ .onm9ln .ACTIVATE ALDIBNE AIDVaX XNAWGRMTHAT CARBE JEAW�Y SEEN AIDS Rom. RED � RFD � p Z Pa Mebawph o7Nm Yuk arva•e Nvw IE/RD or THE OCCUPANTS OF THE Blt w SERVED. BWMMN"r6 LFOR cLExi N LOCATED M TRAFFIC NPJS, CO 2 O om sunaX rmnOe•mlmplewWnwa S.PFE SSIRZED5Y5T9MM6TBEFLAPFTBD MTHACCHTROLPAIBMM MEANS I.BRED9fLTRCAL iGf81 CCI01115511N1ffA FASTFI*ERfATD ROD PROAVE PITH TRAFFIC ElUaT16FRAIE AID COhM M�y� Q N un Dy,•t T-00LL2rRMee wet+,slim OFCOIECTP6 A FCRVe.EFNNH+ATOR TO OPERATE THE MT81 OURIM A 14NMMWNNOE566LPIH+MC - IFCR IEE MTNBLODNEI EX1815CtE(UMELTR2E. F'�4 Q S mm �.BemvEww mmv0w t0 w+wp e=Y• FOOT WAGE 2 ALL ELECTRICAL FDD:To E£FH6AeED N 6`UBL.E W �•am,� m::ee,•�vn,X�a4V VLT=,w ACLOFDAlICEPIRI IEC. — BIJI I 2 Il PLL INPUT t1 O c ELECTRICAL ONE-LINE DIAGRAM J I uzi m a• I ..• mclr0au nmemmqu•m4 p•v SCAM IM YQ m+-eoo-u.acmw:,�.wee. 0 ED Fww m uwF.nm PNvl^F•M B 4 I2 flL IIR'lIT � B rypva°pFwge�NNp:w:ty.Nmromnw. W CSR Ym+aoo2rR+lsawer I4 f4t IM'U7 v�0r1.+M,umrW mO fine ya elg .fm n®vnu .mMMm vhpenwW P:vY•vY4h Oa M• .P>".�,+f-NDT�.I�•�....-:. TIME DOSE n ac IIF'ur a H TO WD 0 .m.M1df w am:unr�mwm. BEDROOM T1 BLU ENOW(:ER: 4 BE7RDOT 0DHC, DEH/JEFN FL EL ��vv r, SPRAY IS PLC INPUT �i P-E '♦ ' 2'U/6 PVC VENT, �f 4.0 SPR 35 TRANSPORT PIFE, TIE INTO HOUSE VER STACK r Si DEL TOPERFORAT�TWO:WLULFL wl el ELECTRICAL SCHEMATIC DIAGRAM vvl MNIMM SLOPE=Y'/UN Fr Nm `�,•' -� rD'L6 XY.'c 05'-OJS'MN SLOPE NOTES.ROAr svo TO BE RATED 2 AP AT INN RIRNR - MA'N PNEL O6CQMtT MSTBE PROYIDB)BT INSDL81 'QOF[ gI a� N]T6 ADOIMAUL DEAN cllT F03D WRNS MT lE A MMNR OF 60'r,CLPFBNYOlE RRDP.6RADE O HOLE OF Lib.B.Sbs' SW11 BE PPDJIDED w INrEmR OF DASHED LIES FDICATE ITEMS NOTCCMNN IN THE PANEL 71 d5'MN 6W LVR O.R aTLETF�PFJ, BLD*.ID Mre TRAP 11WL 7E REQUIRED TCR=TAF 15m&9AX.• SODS Is 1e REe. � JBFFREYT.87777Ei AE PROPOSED SWAB 5113'5: BEYOND Rf PROPOSED IFACI�fG INT I.(CiFJD11�T) L0. FACE OF DN6 HAS�CO/TIM A Rrolf�PER RL 200 F=f 5-57735 0 IDRTN 5TCE OF LEA01N5 RED 5'�YCIO FROF7)5® FRLM PROFILE FOR PURPOSES OF GARITY, /\ „ p (SEE PF'IUTECT FOR HATIERAU LEALMNS FIELD W/RRR.46TIRIMIT PIPS ON TOP OF AWaBLY FROVDE 004RE, SLAB STIES PROVIDE A PERMANENT TRAFFIC HEN FC LO4N6 ERA Sff DETM(THIS OVK) •MLnE WIFLASTIC LOVERS MST BE SET AT FUU9ED LATERAL UENSTH=IW'-V GRADE AND MST IP LOCKING,HATENn6NT,USEGr-PFYA7F, I-RUSH SLFLUSH SL AB• O U HUT,5tlD PROOF AID APPROVEDI.6"TI 'VY£USE SER TO BYJ:D A6AU5T YBiOAM EBJC�.`•A& I-R1P�f SLAB 0 FMi NO VAMME 1-RUSH SLAB 0 LMEsr(SIIODUD 9Dg OF 6tAVti AREA 3 6EOMAT TT2@1LHE5 0390'WOE X TIO'L6 FA NORTH SIDE tR GRAVE Pl�iV •E A RISER LOAFER Ff76FS 1(55 rI1AH(O IBS A SECCNDAfaY (5ff NRCMIELT FOR MATHUAIJ NORIRE H SIDE F122 MATENIAU SAFETY LID OF MACE SHALL BE PROVIDE). f/j l� q TAPER PROPOSED FILL PRDP.6RADE• g �FiCOMAr 015TAL PORT IFORE6FOOD) 12'RELC4R �� PROPOSED 6RACE IE 0 OVlG.• 402' (IMAINFNN GRADE 5'(BEYOND ANI PRDPO�TCP OF FL15H O tY DOdN TO NATURAL 6RADE EL 535'MN OYHt 6EOMAT UIENLS _ (ELOPE 9,1 tNA%J OVEN LFACANS '0 LOCATED BA UlEN1(TYP)11 - 0 FL 565'NAR PROP.TD. ONE PROP. PROP. IED r___, n ,N I lT t ,I� `r"A'W' 'r %LEACHNSFW LS.O E..585' .�6RADE aVER EN r E_565' 6FAY851PFPLE(2'DEB'1 7. . �5 [--I N PARKING T.O.STEP, I ri - -- -- -- Yrir / O O EL 53 1 Q T + Ltl AREA HA i I a. 114E FULL, U r NA H I 8.43' •• II'�II IrrIIrrI11II ,BD.HODILEO �BO.MODILE ,i^ TBD.MfALLE it ..i.✓�.: ;C V E% E VA =BEY.! . A v 131 PROP.NND .. ., •//•:�;,,��1%� 'r�.4T1' ?��i��.; 1T ) d 7T .rr n„�� .� _ — -- ---_ r,. ��•Au`Y'`.I+, �7yp) (Type � <c• IE' p W.STEP 01i 3B .. .. ,. ,� EK GRADE VAPJLS BTYQI % 'ih'l Z2/}✓`YAY �.� iT/ ti �; ,L id .�.,.. '�)' _-----_--___— LK 'fir[ATl3, ——— ��>.::::.. .:.�.:�•�:�<�:�';�< :' ,y. 'z,� „r,....:J!<, �.�.,.,,;%:`;';'. ;7,.�,�;5„ �5�..7,•' <y,� EL.6i-eSs' /�. xATNE>� y„yyj•`J •'441 jJ IE ” c t r��r/%�'�IZ.;DSBOESLL7T7•�IRTYBP/ED'�C:II �i.yv;n.;�V<TiK5'Te',/Y,•\•} `� `�!'I II`VJ"z�:>Yi<�ggI' IEEL 096L75._- ',l�' o.fELe.Tv CHAMBER i '>:CJ,S�,,�`;C4,G%7�v'It,. +`oEXNSPR7INO6FSNBLtt68Ll0tfR6 RErANNS HALL MODULEAERATION (np,OP ALL o AL. 0 FRI-TAW s• <�j•" W U)OO — J g y+ FL.385' •-„j T/] �� Y r,,;: UTBRPL.r) I 406 bye O (". ,� � 6RLUND M4rER o E_I6'(1ESi HOLE) RC1 6ROUND EWATERXPECTED O EL.Ib'(TEST TER o �: YU SERI fiBTOV®TO :� yZ;' .G 7J%': 3'r p M6FIEST E)�CtT®6ROLTlD NATER 0 EL.Ib' c) ..��<•�:;c:ACLL:!NONiUTEAdE SOL, r��(/, .,, � /h -i IP � M6lE5T t')ffiLT®6PgAD HAn3t 0 E.IA' JT �.�1:::: y =�: 1��1b'('��E.I9'iuRaaaN BOB CRI�j 4'Q WR 95 TRANSPORT Pm ND P5;Fm7m PRE-TANK 8D.TR81GI a FL O.TT ^,� ;:iJ.'r-'!;'T:BO;li28iCH a 8.D.Ti "?y',�YS<'• BD.TRBYM o EL O.TI'-%'�'iVi :lr0 BD.TREILN•8- Tol',,,��:j v EL.on (PLT.) ': ALTO LIFT STATION h5),00 LIN FT, III p ,;;:�.. I ii; •;vv;:J.;TL;'' �Y`��.;:?S��iy .y 1. `s.` Mt84M SIOPE=)P/LN FT NYSDEC BO_B— OB_.—r7 SLYLSX •I0'• APPROVED AS PERTERMS REMOVE UNSUITABLE SOILS AND r�;.J,•. Y' 008'MN SLOE C c-�,{„� AND CONDITIONS OF R�IX.ED W SOIL REPINED A5 5P BO.L7l611!0 B.-0b' ,.. .. HYISRQ).R�II(DN AIY400 I I- g-D N 737 OODo) Q � (r IC BY ASTM LATERALS. 0 0• ADVANCED•�• UNIT PERMIT NO � ZO,� ` A O (TYPICAL OF ALL LATERALS) DI9t�14RGE P4RN9P RUNDATE /� W BO.CHAMBER 0 8.-135' B0.TAW 0 ET-I95' 3L7? PAGE: `'ff'FIRD FLCA RELIFORCJ3)CCtL'RE7E SEE PROP05t37 EWYAWGY AN..+MNS'MOTE ANITiiOATAnON ANCFIORINH (SITE PLAN)NO c�HYDRO-ACTION AN400 PROPOSED SANITARY RISER PROFILE BASIN,�D�s me msom-%Tm BUOYAWY LALGILATION'(0145 SPI)FOR INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM PROP05EDHEUrALPILES TOCaNTERBWAW,( SP2 HIGH GROUNDWATER CONDITION i PART PRESSURIZED(PSD)AND PART GRAVITY SYSTEM SCALE'ROME 51--DHS REF.No.RIO-I9-ODbO of 3 f � f I SEPTIC TAW ND,DR 6axMA tNeRAL li Control Panel Wiring Diagram _KeY Or neo > PIElTEA1N3lM SY51B1 F� NOTE MVALVESDBD IE TIE N91FOW,/IAIE2 EMAL17A M/ V qNot Model VCDiw-S1 RID a ENEWDRM16YXro SENIFTNKNOro TRNFKW PIPE 776 RKE R5N Riff 3 GEONAT TO FRA96 FREEEPIs ''N'� A'fa%YATBOCP FIAIFOD c, ODFBSCR IMIT FORRIEEI9 RnEP1T�'tGn'LL6f65A\D •--pp110n`-j F.� ��"' rtungaeq ��LSSl �� SLH40 PvG T@ ES iHDPORT 0 800212-4480 811 i '1, ,, log we ' p A,4, I. '. r. O .,. 'T ,fy •O SOHO PJL PTFE FIOM WPAATYM PLAN �.oueftm�i, - o _ m' Y D5TRIM"FIFE �Po�LIOFF E,- PLAN , 'pva,Fxn N�..v.�,xowmm x.earw x, S:MW PJL PLAN mwaoaHdplBmaieo.rett LIES., c .n, a.�nI•.I fiJL::JW1._iI,s'I"'GEOMAT.TYPICAL LAYOUT PV6BGf�Rw �op�� "' El OPRESSURIZED SYSTEM HATBtrcxruP �. �w w..xn.a.BR...mn..N.e. 0��I�0�0F� PL45TIC RISB3w YIAI�EAR'GAP YX10�PREM (Fe �,, \ , Isq q,I,Ae�,.q ofrml4eavyoueg 'Te,mWIBIUF Naee FoVVCOM-1RO sLINO ,J\\ �1. \ puaaavamn wh m,pdMm 0�8¢elbis-9 no. BC 8 O PAC SAM VALVE 6EOMAT DETATSJ �.�•l•. \ pob,,,q p,.peny,nN u.ramew. -.._.....• ❑ ❑❑ CP,DP 9 '� ydcRfRorme nm.mrmer.-,o saroe�a •�: "EIN�LP-0P-0BB-. I \\Y HVdNFOLD 1ff �.� �� \ / mnae oyMNM1m'�M�¢'�awb __. •••,.co _.-__ _____� PRE FRMSIRE PPE ED, -_--- „ Power Wiring options 1 SC400 PVC FIFECLEAW GRACE FAQ/EATSTee ci+Ace \1 ,a L°J O ❑' O l:.l LJJ p T,t�cl,..�= ow.rJmwl SECTION ff 1 DDBDAIM PPB I ti" 11107TRE T 1� trBYe 91eW I mVN.YEBT% Fort-111-lVi emalagr ]•........_...---... .. ..._i M y VALVEBOX N `°"` sva Opering .•1 OPBIMLOVAVE3roBOx -EDYI-FF0.$-16_. 13 TLM ON RVP AND WIE BEVATEOI OF NAT.N EACH _ �{,fy'�.,..; 4. W-LAUMN39R FOR EATNTH 6ATE VALVE AT STMTFIT S. OF LAMBU VLBAM FOf RP AV FaD.T FIRM rl VPMD FE PS. \ `� em uIs ELECT. mC•v+He.a2.wDIA. GEOtdAT'LEACHING SYSTEM-PRESSURIZED Typical Longitudinal Cross Section FOR ORENCO SCAB NaE CNTRLPNL WWNP9AIB r \ a GEOMAT INSTALLATION REQUIREMENTS: vcoM CONTROL PANEL, PReEERVATION LF M IWIVE SOL fEbtBI iRB'OFS ND MMBB05 R5 T .. D6RPOC%ND COMPACTION URNS C06MICTION 6 ESEIRAL TO INMAIM PROPOSED EWING GRACE SOILSIPWMAb 7N3>BOEHNTSt/JD 6,U NT8ERNTIE SOIL AFOLID . „ ..I..,.,..,ii..1" n,., 11.1, „n ,.,�, n...n�...lin li„I ..I•.,. IIIIN" LIFTP76 RINGS THI5 OM 3k35627T tREQFGR MODS.VCCH-51 R0 ( �R�ya. PL.DEADt4AN W (Sff WPoN5 DIA � I(jF�l':..•r ._�� a y N MTLBYJ�FORTHSFEASCKCOt6TWGTWN6T0�li@CHBY-TRBYJI NEN , �-• p� PM%EINE'SACOSIWLAYH315UT MA5ABOTP.AFWOM,9COVWM O t el`T •' '::ft's �O� THE 6(nM,VL ,N COVER _ ! 11 Y 46 • KEW TIE BOTTOM CFM 6ECMAT SULCAL l61W ONEST.AND FNSN yi+ I PIC .xi:. FLOW OF 2410 FLa7W O C° I'' �1 I T"A Ir a r �($f a • AoAilw To M'F.A6CNAL X'EHMaAI@i DBLESs',ULL'60RSS85E . AA�� SMAo . 0157R181RON PPE +.' 9 .�'--- ";.�:. so R1FP APPROVED, Q� yy^�I .PROv10E 5P5GIF® yam.. FROM ETU BASAL TO LFXaNNS FIELD XZ Z IL • ro IM9RVgBMATStSNCL EE4 FN}T.MLES UP551GEAFFRDeM S.j�•�e'Tt .PROVIDE oRIHL£5N®D•V,.�IA �REItdORC�rL}LREIE m a uhf • tom TIE6oRON5 OF THE IDNWAL SEONAT LATBWSIA•L, i5�.,:1 I, �Y{a �` •�• ANnfLOArAnoN cauTTaL P•�lea+r PUMP DISCHARGE F� oWm PLAN VIEW' CONTROL PANEL li • CO NOT OVM00 TEE MOTHER OETHOF TIE ORAOFED TRBCH59. f. 5PeGNlea CvIRw + W N FFO,NLETCRIATENAL PBT T%IP1NOST Alb IT 59AICEK.CFfI Vd f -f' ` ` f=O i+J AVOID PIORK"TERCi THAT INE I(AGE OR HHWEN IM ACC CAN FRAY SHPaAR 1 6ea6wrd ONFKe�DI'+,ir%r'% ND COMPACT •:>.. / /-Tt rE SCARFY M ORVIFEIA BAS:WELL STORE INSTNLNB C.OPRSRS. A I FYtNE Oft •�(•,. W SP- L^"f. TIE a=TTa�s TNi dsr$rx Trina• yu11 ReD.w uD6TIRe®lael "r.,'� _ \ ,ANS OFBTGO 34'6ASKETED .. POSUILLIFMPT3_ETYPOPBOICMCROREROBSTAaBMW714110E J 1, yd' I J T fl.'.>.'rf;„,.• FIBEREiA:S LID T'V 55.EOLTS. I 'CSL w COHSTRILTM MACTw,L.M T9TRE EPOCH FED MEAMMTBE ErrwVATB7.Y; i `1T TmLVI�Ne Ccre r r �,g�y th'�''rA J REFY.O RRLitNAI.SRICJ= ORENCO PUMP BA51N HEIGHT TO BE LUT TO DESIRE LENGTH IN RHD ISa1f`Rl',BKJ7E1ED NiHA9aVBLE SMD FELL SEEN AS ASM 1635ND TO \`. "1J .•'..y',. MODEL FL245 BOA MODEL SO4 f ,�'Y•{�. - ,'r:.fr! RkP SYSTEM DBIfiIED FOR DE•1AlD 875E M MSM ELEVATION OF M BORON OF TRENCH AND THE 6EWAT C*GTRGT® M C,F FLOATHEIGHTS TO 6E AMUSTED Bi'DESIGN ATD LNL%FLfID R C33 SAM. ��.,. •EiF,?s..,F$.�-.,"i.•f,'k',sf:.X)..T=:.•a 'AY.x1,�s.' r':r'- ORENCO 6'.9 DI5fMAREf ASSEMBLY, "'.��xA TFURFfY1RT RHE FROM THE TREADER LINT TO THE 6EDHAi 39'NCE MAT ....;r„."• MODEL HVIZ58 UTIHaW.SPLICE BOA • RH•P BASIN VOEAM&IEE 6A11J7N5/INCH ORENCO HIGH HEAD RIhTP 70 BE 51207 BY DE51GtEt ISWro3.606uE tO WLPPEM ALTIUL RPE SI F ILL Paso IPOS SDN V I MODEL . INLET/CURET 6ROq`ETS TO BE HELD INSTALLED FACTCR4 ASI%STNYEflNP fEAD,SCOT V8,=1Y FRICTIONAL TOYS NO �E GRWA NA78L 6£G4AT LORE FLOW R2LH EN FWH TO LEACHING RHD . FTgCA5r ANTI-RDATA710N COLLAR(A5 5EIOWU EN EER uEsm Finam ATM OSTAL ODM TRAJEFCRT FIFE SHDLD IE ID'DEEP.340'WOE • ANTI-ROATA110N DOLLAR MEE75150%AT RA.L 5LC7'H2510H 94FW STEER BACK ro MRMF BAW OR 70WJW M 9YMAT ro DRAM M SEE 511E PLN FOR LATERAL. I'4'9 TRANSPORT LINE TO LRAUFIEIA, �:-I•... UWARMISACHOOSP N50/E LA9SrcMAY IP BLIieiro SLOTH ANTI-ROATATION DETAIL TO BE CALOMT®81'DE'.dfSN PROfL,51O7AL �E 7RARrtroRT LINE B BDE vi ECT EK TIES slaw BE c11N TO Ff��9RPREEMNS U GEOMATTM LEACHING SYSTEM QUANTITY,LOCATIONI LENGTH AND PATH FIND INSTALL Fre.D INSTALL 6NOFE•ET,M7DH.6125E AN1I+TDATATION TO BE CALCLLATED BASED OR SIPELIFIC SITE CON7ITION5 -EY BLr Ca11D YEAt1EF1 M NRFSRDN f%iAfE%lie BSE)NEE ART CRANCE OF Cross Section - 9RIa+TNB OP M PIBP TMK MAYOEIK DE96N HNIMWL PDR 6E"T --son.• HYGROSCOPIC MEMBRANE 4'GROH•PIET INIFT ORBNGO FLOAT ASSEMELY,MOM M•F3P21F5 n5TFN3=PL`.uFOLnS AW LAlE1u S, Ei91 AT DISiTEeRKN HAHGADS Mff TYPICALLY WJ'TO F SCI.W PJC.V 7RDMON YB,ONMI6IH NATER ALARM LAS�NS ME TrPICvLY P ro 2-SrA m PVC.SIZE Nu VALRY m� ox w OFF ORENCO LIFT STATION BUOYANCY CALCULATION: = CF551NALD 517E CLNOTIOEB D6nNBlrICN LAIERNS5ILUDMNVE RLN 010760 RR4P BASIN W,LOW NATER/FE)MANT OFF BDYNO FOFKESfRgIAT OF AIRVCURE F4iH01CONV866FULLT BM3L-S NI HATER ZN �.•:sN fIIVLIlATIM VALVES NSTM187 ro PiRDADE EOTVL PIATOF MW TO ALL w FLOW INLU.B, , ROWSB0�TILATr 46AREEARWM KRMY�ATION TICK MODEL FB246OF1HEAD HIGHPIPF BDYNrt FORGE O VOL 01 Fon lF`'S.�., FROTPOA FRONT OAHAALUD PREb13TRONLPBER FO4.AY0WAXICK IP BASIN YFYiRNNT.VOL EBDCMT FOPLFJLos VALVE SHAW BE ISTRIID DO46TREMM CFM RIP TO THWITREMD6Nn CFF 06'x• IM Les MON ro M C{LHAT PPIN6. RVAL B AMr P RES • IJ29 LBS ID78 SHIN TIECEOLND ORIFICE 51ffi ARE RFOONEL®TO PR'MOEMNN96T �5TE0.LFRN6 RINGS rj1 AMI�YDYAM FORCE JEFFREY T.BUTLER,P.E. t FV�da FSCLIRN6 VI3LGR'Ix 111 UT ;ro KW1E0dREE ,ND \ 36'x96'x12SP 5LIlAFE CQiG CEMM1Nw roF'ROAOBASE1'BlO6IRBRIOT11 LPWSTBA7HtASpfrlwa MMTMti 775 •- .' .: `-REN-rORCEDCONCRETEANTI-FLOATATIONFLAWSE: S249-0j%,6W BASET E• EPMSNT- 2167 LES 0, NEAT TIE TRFA SYSTEM OFEAre ATM SFISJR®Fi3fiOMNKE ANTI-E• 12%L0 � STANDARD OR ORIFICE OD66MCM1 R1ESLT.NO SMAR MIENS AiEITIL®, 'ELEVATION VIEW, CA BAS36'%12'&EM TOTAL ANTI43/7'TAM FORCE 92AI2 SAI Ix O M ORRICE HOE591oRD 7TRGMLT Bi V6-T03MN. GALL H31 CO167RL1W4 REI.Flq H1 FOR 845Q424'9%b'E'>CIE7F@1T Q = MS,,sNS IREILO ACCENT 102 A HIE"117 CF 06M EGAD AND A K14MM OF 6' OIALLNEN9b®TNATM fiOPO�RWIFEDIOCATION�STN�ND ANTI BIOI'ANT FORCE F.xCfHY B.VCAM FORCE BfA292 SµET'RALiCR s ATMDISTALBD Cf FAC/I6TOMATOSTRBHTOILATERAL 1LAer>>OR9eEO TD Ra:19Nr aNLRDNaIERraRL6 xaE c06TRILnnL F ORENCO B/�ONM ENSIGN OE991A5HGP5W Of8TTCE NOES NE tRL1ID U0-06URD �EB4•MALKI I58 WTEDTOBEAPRZMAFTMCL16TRG110N,SOL lux DraOCK FUSTTM NO SPACED NOODN5T0 TIE WSW REOIARHBRS CP SiRGME5WIA5 MRD8N 71M>BL"1 RAOJRDM7ES,fFW%OR HALLS SHOED Ef SIMPLEX DISCHARGE rz RE SYSTEM.MRINB LQ(STRILTIONFAIRUGTION Of TIE DSTFMNr=LATERAL A IEE)TO PROTECT THE ORM NEA M CRNNeO AREA SNaLD BE FREE OF IB4SIARP DRLL BIT ON"BE W ToASSM A6 SO=ANONICE AS OSRI5 AND PLMW NTN GRINS IRPUWABLE NATMAS MD SMIICTIRES PUMP BASIN DETAIL wN roFJBLE ALL DRU.B4AVI55 AND ELFAS MEET BE F✓BINFD FMLN TIE PP,MS NTH 9=NOT ff B6TALID OR STERID CAST M DRANTELD.TRIS AJD SRIES SCALE,NONE A S116N4)/OR&tSL6FOMATp%6FOaMAORME&ALD-M6TEE 66TALLIDr O�ABfAMNMH DISTANCE OF TBI1bIF7�TRRM MDRNHiiB.OINLE:S yy OVER M OLFTCEI OMAID 6IIED O RACE NTH FVC PRMIA AND 6MN Z m Yat 40 PVG Et' fl&.4'6 oR TW 4s DF8t@BBRd(MSO LN.IID TU6RIP'yl A ROOT EARIM 5 UITJ D.ROOT"FROM WARBC ROSTIFE LOJNS TTS 9YM SIAL B:AnKa®roMD6TN.ENDLf LAMCfiMAr D197RERIOIINERAL TO AS NLLO MACK LOCIST MD FED MAPLE MY LAllg PROBLEMS NTH ROOTS f 179 90' 9OMENS ELDU - • z Q FIOLRATE4MAIOW,"P O5TILW",INAVIWIIITIM A laFE-1PSCN7W`U11OFA1OCBARRfl8 B.BOWS WYN OND7.MOBRED"AMBOJCFnEYMMN�5(T0 EMENIS BECOSOFFNMMABALLVALVEORhMA=R1GOGPTFIIWI SWRLTERAW POKESRAWISIONEKSMMD W lT V- D 7YxIDLEVBLOVERRRS LL�� WS ALSO SERVE DISTAL MEAD FORTS FOR HEAaM AW SENTINEL DISTAL EEM BOSOLp5 OR SLIME CAN/10ML.ATE IN 65"T LATERAL MRS AM ORROES AM ON M OEDHAT LATERALS C FATE IIEVEN VV67EKATE R DISTRIBUTOR MARSRE RELATERAL TO tSCID6 M Lu S TRNYN Al SPACM bI MN UNSIN 0WCESL"TEM DISTAL FORT VALVE 5a*S ND 097 M1lRNRPSRREEHD W_ 1 MMQ UH MICH 511/10891L 1E7&111-T0111M"116 MRbuID BY OF EACH LATERAL LOG.MWYdLT B6K£M 1IP TO RiKE ANY LOOSE SOLIDS, ��- 17Jj 6FDMATRI%ND 9FFQKCaUIiT'OEPMD9IIi OF 1EAUN �-I Z lF OCE I11 NOTICEAE SOLDS AFE GF5101 MA1DAL FOR 61bHAi P MA101LM LATERAL.USRL NRUA JT A9LY T,SWD NOT Eii 50.ALIIUL 9PLO1(ORAPEIBD/FPIYwT106-9FTQKfL1hT',fBITORK-0I66DOP0 I LBNSTNS Nu-VAM TETN33I DESIGNS AND AEACC8r.M LOTS AS O V� -1 N MIINM 7 OF OWAL READ 5 RRE'ER. WRE;EOSVTpFPMRRP.ABOrnRE%wwTREwE52EOPM LATERALFM ,1 u DRANAID LOUR MTIE rBIO7LAE�IEJ HANARAIDERS WM ELY@I11 PLERD Ewa TI,WHIP MAIN TOW31UM vr�, COA R SULLBE A MIM M O'6. MTLOOEE S]liP'B M LATERAL LRE ro 6V.fEASE M FUFl115 FCIKH MD N Y S D E O /^ • F1WL 6RME O-9R ND APDIID MORAOFEID 9ICUD DFStiT SiCFpMfU1ER MIOCITY 6ff6E ANDµTER WTILE M5NM6.OFM MY 0E MIALIZATON 111 SEET FLOM AMY FRLNDRARFED. (/`LONA) U- 6 VALVE At A 1116 AL7HRIA7IY(iTA 9i41.ET1Et MAY SEIZED TO ABl7yE AVT APPROVED DI PER TERMS ��CC,, CO61fi1G110N Si/RS CAN&U(El2E)TO 1101.1)DOLPPIIS L0PoM8i5 ND KO,lW,1®SgD6, AND CONDITIONS OF HAT.BUT THEY 9DLLD HOr FMIATE M TOP FAW_ IT NRFL[MT9DFD HUTiTRWLTM IAIERAL LlESQMORNFED BE • CARE%I=BE EER&W TO Y.�A MRDN OF 6.OF COVER MATERIAL OVER 53MCE)MNIML7.F�ISIFED MC-0IBIGMMNTN APPf FRYER IT HAY PERMIT ND I-� g'�~7 7 Ci\r r MSYSIETIfBLIE OP[RAIILN CP l0116ROBb FI*89BE FJLNRHRT• �POJBE TO BRTBO 71�fR&LBIL7.MBWCAiION(P ORRICE 61.0060,16,IE ! IRA 20?- r E:NUAVAnOMI09 512WWTETCWIOP9.RONOTPRIDKAVATION 05TµWAD Pim 14CE0,500 BY MORE TION 206 OR RIP M TIMES DATE �LV Q H.L1RBlT ON TDP OF RE 6FOMAT. IYFEASE BY 6REITER THAN 202s RELATIVE TO KNOER OF OOSFS. '! p DO IDT WE THE AREA OF PROPOSEDLEA&MB SYSTEM AS A 8911RER MS31W TAW AND TREATMENT SYSTEM SNOOD BE MFID,MAORNNE7 AW it TNORLLLIFNMCRMTMALSTORA6EPFWRTO5Y]TEMTALATIOCCFBAT®KLORDIIB TO M M011843RM RB OF MWALTIM AM i/'D'� MEAM DIRECTLY ABOVE NO AD.LACENT TO AW YFITL GRIIFED SHO APPLICABLE RFBLAT06•ABBILY. III it PROTECTED FROM MISALD Myr VISM TRAFFIC AND EAMES' HDRITWAOS BEFORE. . PAGE: I SP3 r; of 3 I TEST HOLE 5EPARATION DISTANCE REQ'MT5 FOR SEPARATION DISTANCE REQ'MT5 FOR SANITARY PROP05ED AREA OF 015VRBANGE: LE&END: SANITARY 5EPTIG TANK5. I/A OWT5, LEACHING 5TRUCTURE5(RE5IDENTIAU: of N�'N YOC?K CI1)' 800'272-4480 8 08 Ft BY, McDONALD 6E05GIENGE �s LONG 15LANb '2 'Q•' x6.0 DONE ON: 12-13-2018 a 8AM PUMP STA OR MANHOLE 015TAWENTIAL): MINIMUM HORIZONTAL SEPARATION DISTANCES: x•�' "tet www.dignetnycli.com or EXISTING SPOT ELEVATION MIN.HORIZONTAL SEPARATION DISTANCES: A BUILDING W/CELLAR = 10'-0" � ��.•` ` = LOCATION MAP:' � }� (far other states) EXISTING CONTOUR -- S �� EL.43' 6RD LVL 0' A BUILDING W/CELLAR= 10'-0' B.BUILDING ON SLAB= ID'-0' $ ` w' r } ' o. NOT TO SCALE 5 s $ ~ By law,excavators and contractors working in the five For safety reasons,homeowners are strongly B.BUILDING ON SLAB=5'-0" G.PORCHES,DECKS,HOUSE OVERHANGS, a encouraged to call as well when planning any a EX15T1%GONTOUR MIXED SAND AND G.PORCHES,DECKS,HOUSE OVERHANGS, GANTILEVER5,ETC,=5'-0' pn'� :j .;t' - boroughs of New York City and Nassau and Suffolk 9 P 9 Y YP z Island must contact Di Net of digging on their property.Homeowners can TO BE REWORKED .. LOAM(5W/LO) GRNTIL�VERS,ETC,=5'-0' D.WATER LINES = l0'-0" Counties on Long g u «"� Q 1 L 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling �jlu I,�R ' D.WATER LINES = 10'-0' ' " E.SURFACE WATER(hETLANDS)= 100-0 "; 811,the national call before you di number.For 2.70 BELOW 6RADE E.SURFACE WATER 4,MAND9) = 75-0 F.PUBLIC WELL = 200'-0'10 working days(excluding weekends and legal holidays) Y 9 GEL.Ib prior to beginning any mechanized digging or excavation excavation work completed on personal property, FROP05ED CONTOUR. 8 WTR IN MIXED SAND d F.PUBLIC WELL = 200'-0' 6.PRIVATE WELL = 100'/150' work to ensure underground lines are marked.Excavators it is the contractors the and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility LOAM(cam-O) 6.PRIVATE WELL =l5'-O' H.RET.WALL(1^tTRAROFF) = 10'-0" through ITIC,If you do not submit tocurrently use ITIC,please call Ines marked prior to digging is free of charge. PROPOSED SPOT ELEVATION X8.0 J.U/6 FUEL TANKS= 10'-0" E" _ Q � � O P N EL.1.3' 3.0'BELOW 6RADE A RETAINING WALL MRRPROOFJ = ID'-0" NE"w J.U/6 FUEL TANKS = 10'-0" K.U/6 UTILITIES=5'-0' ;�;''� = � f � � � 1-800-524-7603 for more information. -` 7 WATER IN BROWN B06(Pt) ' S SUFFOLK 0 PROPOSED SANITARY M 5Y5: _ / K.U/6 UTILITIES= 5'-0" - L ROAD 5TORM DRAINS OR RECHARGE BA51N5=20'-0" AVATT LK Q COVER TO GRADE O EL.03' 4.0'BELOW GRADE L.ROAD STORM DRAINS - 20'-0' K ON-ITE STORM DRAIN5 OR ENUE�)-T r ( 0Il P.T.J HYDRO-ACTION M.ON-51TE STORM DRAINS = 10'-0' RFCHAR6E BA51N5=10'-0 - - - / 1 (J E COVER � A/I OWT5 WATER IN GREYISH BROWN A.G.iJ\ N,CATCH BASINS(NON-LEAGHING) = 5'-0' K CATCH BASINS,NON-LEAGHIN5 - 10'-0" r a- W TEST HOLE CLAYEY SAND(SG) 0.SANITARY I EAGHIH6 POOL=6-0" 0.SAN.LEACHING POOLS =8'-0" OF WOO"' K / � EL.-2.1' 1O'BELOW&RADE P.SEPTIC,TANK,PUMP STA OR M.N. =5'-0' P.PROPERTY LINES= 5'-0' "I"r -� F\ r - WATER IN PALE BROWN FINE Q.PROPERTY LINE5= 5'-0" Q.TOP OF EMBANKMENT OR 5TEEP SLOPE Y: �'r 1 �n o i Nlb / O FIN15HEO FLOOR ELEVATION F.FL.EL.- 5AND(5P) R.SWIMMING POOL =20'-0' (15%SLOPE OR GREATER) =25'-0" z " N/O/F S.TOP OF EMBANKMENT OR STEEP SLOPE R BLUFF =65'-0' ¢ DUFFIN F ■ PUMP STA,6REASE TRAP J� 2 � LL.-12.7 IlA BELOW GRADE (15`ki SLOPE OR 6REATEI�) =25-0 5.9EPTIG TANK, i T.BLUFF =65'-0' OR MANHOLE =8'-0' 51TE LOCATION § -• IMPROVED-6ARA)E 4 WATER ENCOUNTERED LED'BELOW 5URFAGE U.DECK/RAMP=5'-0' T.SWIMMING POOL = 20'-0' DRY BLDG-NO WATER O HIGHEST EXPECTED 6ROUNDWATER® EL. I& U.DECK/RAM' = 5'-0' Q FLAG 3 .k. o F ZONI� AE (EL 6 O >- \ X 2_8 / /` r :;: f , GREAT PEGONIG BAY POSED .zjFLAG 5 3 FLAG 2 N/O/F U/GOPOWER AND COMMUNICATION SERVICE LINES D F ^y Rt S N b < Oz o---" FLAG 4 lr .o chi n <v D FLAG 6 / ROBERT GALLAGHERd 0 n ' � = (� X > TO PROPOSED DWELLING,5EE UTILITY TRENCH P S o o S D 333 FLAG I NELDA GALLAGHER 1� 0 - DETAIL,THISDWG o °° " PROPOSED SANITARY SITE PLAN - z -a 3.1 EXISTING WATER METER °° n INNOVATIVE A z o FLAG lo/ X `, 3-4 VACANT ° ° ° D II AND ALTERNATIVE ON-SITE ro BE UTILIZED BY -� �x bFLAG 8 �- ��pF�P ` PROPOSED I" WATERLINE �� o o PROP.I^WATER SERV.LINE - 11 II IMPROVED-R E51DF14CE 7 o � /'.;� GOMPAGT FILL WASTEWATER TREATMENT SITE PLAN X- X 3.- �p X...I � M W W PUBIJG WATER - Q /y FLAG ----�� •` STYEFR.6 RPGE \�� w) $ ° ° ` W % SITUATE AT: 6AR.FL,EL. t5.5' HAUS CREEK INLET LL Q ° ° W W NO SOF PROPERTY ELECTRICAL FST z O 545 BEAGHWOOD RD. GUTGH06UE, NY FLAG IO X 2� o �_� LOC,.M f135 FEET y -I ELECTRICAL 5ERVIGE TOWN OF SOUTHOLD 3 OF PROPERTY "y u z PROP.STONE 'PX ' PARKING AREA GABLE IN CONDUIT: SUFFOLK COUNTY, NEW YORK FLOOD ZONE: AE 33_2 NO WELLS WITHIN W a ° W ° W. N 411 200 AMP(2"CND,MIN), 5GTM NO.: 1000-116-04-22 BASE FLOOD ELEV. 6.0 X 2•q �� Iso PROPERTY ° E� E° PROPOSED U/G UTILITY GROSSING (CRU: T.O. 2" MIN, , .MIN, 320 AMP( '�" Co,MIN) OWNER: DUFFIN I,p�-RE51Dl � W! ° o W y W SEE GROSSING DETAIL, THIS OW-7 FOR CONDUITAJ 400 AMP(4"CND,MIN) R� SEPARATION AND INSTALLATION REQMNTS x SITE DAT • --•�_-_ X 33-4 O OD �-"' PUBLIC WATER w W W � � � � o � A. �j °FRoa.c o 0 BO STEP ®EL�38 ij� " PROPOSED SLAB STEPS: GOMMUNIGATION TOTAL LOT AREA: 11,728 SQ,FT. X 3_2 X 3-3 B lJ�� (21C�NT �F �P , �'°F''iO TeF®FL a.,, 3 - 5TEP5 a NORTH 51DE OF LEAGHING FIELD WETLAND AREA: 0.0 SQ.FT. (TV TEL') ADJACENT UPLAND AREA: 11,128 SOFT. 3.1 p (pRIVa . / W y P u.5T EL (SEE ARCHITECT FOR MATERIAL) EX. HTR METER X 33 - 4/ y W y W W - W W W NOTE: 5LAB STEPS PROVIDE A PERMANENT GA5 SERVICE TO REMAIN EX STONE ' y y - l 1 . r2' �'�' ° W WWW 5'3x' i TRAFFIC, BARRIER TO GUARD SANITARY ELEV OF BOT.OF LINE WILL BE g'q Y EX.UTIL ^� TYp, ;� I 3.1 ORI`/E Box ,- Nr PROPOSED ENHANCED TREATMENT PLANT: J x , W W W IO:O', u W LEAGHING COMPONENT A6AIN5T VEHIGULAR DETERMINED BY 51ZE OF SERVICE -- W t: Ex.POLE a USE: W, _��. f'�"�tR E I° r33W 3 10'MIN, W DAMAGE. UTILITY PROVIDER SUPPLIES S 81'55'510" E � 1 3_�4 4.1 CJI WIRE N 78°38'00" E I- HYDRO-ACTION SET-N-Go ONSITE ETU: W �IrT o y 115',5' N ��T;AW Q I MODEL AN400 ,� I T J )y I$ y y TYP. UTILITY TRENGH DETAIL 3 GAL. ANITRO 15.73' s ►_:. •• GRAVITY PORTION OF PROPOSED SYSTEM W W1i� I o I I y y NOT TD SGP�LE .° ;� ,, �t �7 SANITARY REDUC ON T ^ ��. / TL DE516N FLOW: 440 6PD I A I I o W �.I' W W �+' 7 ISRE TREATMENT TAN F-+-■1 ch :: W I w 5 r- 5'MIN y ry � .• OPS(OP/GNTRL CENTER) W ALARM BEACON I �I �� W I LL _ PARTIAL SITE PLAN �, W o 1 �. 00 x 3_E 3_q REPUTED LOCATION OF w u'S:::::::.•.•.•.•.•.•.•.•.•.•.•X.�,' ` EX.ELEG EXISTING WATER SERVICE I .. METER AUDIBLE HORN ALARM(LOG'D REMOTELY,AS Sb',5'MIN I I �" W b = W LINE TO BE ABANDONED 4.1' ui SHOWN) 3:3' 1 W 1r')r I` W 16' .1 WWW = I,. � TEST REMOVE: PROVIDE: W Tx WI Iy -�( W Y N ( HOLE EXISTING WOOD T1E5,SLATE WALK AND „ I I 1 I Ex. 5TONE I c��.'�' ADJOINING HOOD WALLAND ••• 2 U/G ELEG OND FROM R.G.TO OPS EXISTING f' W ;z J �( GRAPE =3q DRIVEWAY 1 D 45 \ WOOD WALL ON EAST PROPERTY LIFE ••• 2° U/G VENT CND FROM P.T. TO HOUSE STACK NEIGHBORING y 6 y L _yz , -x51' y J + y I 0 10 20 T as x- GARAGE y - o - ._z y rn M O 4.3 1 3 Q _ ••• 6FI RECEPTACLE NEARBY CONTROL PANEL W LL :n W s ' W W ;a GRAPHIC 5GALE I _ 10-0° z w C S CO EXISTING I �/ t ••• BUOYANCY ANCHORING Iy S `r' u� w COMPACT FILL NEIGHBORING I O `�" I PROPOSED BUOYANCY ANCHORING: p W W N W W W • PROVIDE(2) HELICAL COIL ANCHORS PLC GNTRL P L KI HP80 CDMPRE9s0R [� O Z LL AND Bl OWEi<TO BE INSTALLW REMOTELY POWER LINE AND Nilsc.CANEGTIONS TO BE & GARAGE I 5_Ok ` :w : PROPOSED LIFT STATION: `B5a " z z �F,oP.Fw ,nE,; s,s , TOP EL.= 1.9' m O . ......>.. : ... USE: "I a q 85 ••LENGTH OF ANGHOR(APPROX. 10-15 BLW (SEE 51TE PLAN FOR PROP.Lor) MODIFIED AS REQUIRED TO ACC. MMCIDATE 1 "° m PROPOSED 5.85` 6RD) OR WHATEVER I5 NECESSARY TO PROPOSED U/G POWER COMM/ CABLE REMOTE LOCATION of OPS toNTROL LO ORENGD SIMPLEX PF3005 PUMP STATION a� Q ' / p: ,^ P\W\�-- ,--n. GRAVEL AREA ' BURIED IN GON�JIT(SEE UTILITY TRENGH DEL) CANTER A5 SHOWN ON 517E PLAN a0 5_0 EXISTING GRADE To BE RBVORKED AS PROVIDE: I -,B.O..B. , REL.5,85' ACHIEVE 10 KIP ULTIMATE z � O = ..a PER CONTOURS SHOWN IN PROP05ED 1. <`5.0' ! 8 MIN P �' • LOCATE HELICAL COIL ANCHORS AS SHOWN f B- W 1 5.2 ,' REINFORCED P.G. ANTI-FLOATATION FLANGE TO1 �.- B, L ao PARTIAL PLAN(THIS DWG) COUNTERACT BUOYANCY 5'MINY " t • SECURE HYDRO-ACTION CHAMBER AND TANK z Env of eor.OF O N x. �,� .:: x585 � _ I .4 :': �' CONTROL PANEL,MOUNT ON PROPOSED 'H'FRAME 1t __z E \ AGS / 1' I° WITH HOLD-DOWN STRAP AND TURNBUCKLE CONDUIT WILL BE -^ d3' EXISTING I STY FR DWELLING,FRONTZr) o C� - � += TO EACH HELICAL ANCHOR _ DETERMB?BY SIZE I -- C0 LOCATION OF EXISTING SANITAR( ! ;:. f 1 AND REAR DECKS,OUTDOOR SHOWER, o? - ) �- Q i FTS cD 10.1 �, 5 q 1q in @ _.z ;_ OF CONDUIT UTILITY 2 PVC,Vf?„LINE SYSTEM TO BE ABANDONED BY •••... NOW ARBORS,WOOD STEPS,ROOF PROPOSED LEAGHING FIELD: �16� �,_ X _ 1 ME INTO BLL*VENT STM4 'n1 PROPOSED FLUSH TREAD SLAB STEPS: TOP LL.=o52 PROVIDER SUPPLIES b REMOVAL PER SGDHS REQTINTS / OVER DECK AND CHIMNEY TO BE u�_ ■ (5EE BOXED NOTE) 1 EX15TIN6 REMOVED. � - - `� `�1 � �` -- ! r` I 5TEP5 8 NORTH SIDE OF GRAVEL AREA PROPOSED I m WATER 5ERVl " " ( II � 151 WD DECK i (3) 6EOTEXTILE MAT A55EM5LY W/P15TAL PORT // _ �, B5 BOTTOM EL= -0b INSTAL.-LATION 3C," WIDE X 11.0'L6 W / ///� /Z :' / -' I -STEP o SOUTH,EAST AND WEST SIDES OF GRAVEL AREA RE UI EMENTS: II X NO WELLS WITHIN 150 FEET LOCATION FOR 50% EXPAN51ON SHOWN �F�iP © (SEE ARCHITECT FOR MATERIAL) 1�-HTS TAMC SHALL 4 Ili - w 5.5 OF PROPERTY ' i !/ I/ 5 85 II � r II MAINTAIN ALL SEPARATION DISTANCES � °I/ PVC, VENT BE IN5TALLHD AT LEVE IN II II II W � \ ALL DIREG106(WITH A AERATION O o N/O/F - �r 1• AUTOMATICALLY VENTED MAXIMUM TOIBRN'IGE IN x �? MARGARET REI NHARD �' / �/ ][�`II', CIH[A�[�)EI� II II LQ �) T� IN 2 PROPOSED 'H' FRAME j / M (AIR VENT TIED INTO HOUSE VENT STACK) aJARTER j p ONE ]F1�IE11TI�lEt`IT I II ENGINEER: z) • ' ''•.::: F IMPROVED-RESIDENCE SUPPORT FOR THE FOLLOWING MEGH/ELEG EQUIPMENT , TRENGH GROSSING DETAIL ►�wi s IncH THKK ear \ u II N x 5 PUBLIC WATER REQUIRED: i I/A OWTS UNIT SIZING: POWER AND GOMMUNIGATION V5. AM �L> �' � INSTALL POLYLOK II II o E w y EXISTING ITEMS TO BE •1 d EFFLUENT FILTER O REMOVED INCLUDE GONG.PAD w� `1,� 6FI RECEPTACLE,CONTROL PANEL AND BLOWER FOR FST SIZING PER: (Fri FROM ROCKS)OR I 1 1 II II .1 g FOR OIL TANK AND CHIMNEY- 5.I XI S ETU AND CONTROL PANEL FOR LIFT STATION. LOCATE p P XC�W I It3n �nS e� 80 UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF WATER LINE GRO551NO (GRI FEA 6RAVE - II P/N PL-122 II II �P 1>1 EXISTING �': 'H' FRAME NEARBY SANITARY SYSTEM AS SHOWN p _.0 tl ired THE STATE OF NEW YORK TITLE 10 DEPARTMENT OF HEATH. NOT TO 50ALE I C` CHAPTER 11.PART 15.STANDARDS FOR INDIVIDUAL ONSITE WATER HAL5 CREEK INLET WITHIN I I STY FR 5_3 0 . SANITARY SEE H' FRAME DEL,THIS DWG For �c�nl�� j � _ t135 FEET OF PROPERTY DWELLING TO _ , ABSORPTION TRENCH SIZING • PROVIDE 20 AMP SERVICE FROM MAIN `S SUPPLY AND INDIVIDUAL ONSITE WASTEWATER TREATMENT = - r" (.• w SYSTEMS. APPENDIX 15-A 0 µ Z NO W3L9 WITHIN 150 FEET ;.•I BE REMOVED ELECTRICAL PANEL IN BLDG ' 13Y Health C�epc-tr lent -�rl 51TE PLAN BASED ON ORIGINAL SURVEY BY. j FOR PRESSURIZED SHALLOW ! w SECTION T5-Ab 5EPTIG TANKS 2 OF PROPERTY I EX15TIlJ5 F FL i_0 r, • ALL COMPONENTS MOUNTED 3.5 ABOVE GRADE NATHAN TAFT GORWIN,LAM SURVEYOR DRAIN FIELD (PSD) SYSTEM: OR ABOVE BFE WHICHEVER 15 HIGHER ' TABLE I: DAILY DESIGN FLOW = IID GALSroAY/BDRM 1566 MAIN ROAD HYDRO-ACTION WASTE WATER TREATMENT PLANT �0 34 s I TABLE 4B: APPLICATION RATE = 1.20 GAL/DAY/S.F. JAMESPORT,NY 11941 MODEL No. AN400 (GRAVITY SYSTEM) AR ESSI�NP PROPOSED 4 BEDROOM DWELLING O r X / SURVEY®: DECEMBER 14,2015 SCALE. NONE Ll 2_� SIZING PER: PROPOSED LIQUID PROPANE TANK I _ ,.-J 5_4 6 :: PROP, z LAST UPDATED: NOVEMBER oe 2018 JEFFREY T. BUTLER P E. N/O/F �:,...OAR D) l.,' ;;HD � ., UNOFFICIAL COMPILATION OF CODES,RULES AND LP TANK Abandonment of existing sant ry sy t i must be in /A OWES UNIT LOAD CALCULATION: MARY R. RAYNOR ";;STEP REGULATION OF THE STATE OF NEW YORK TITLE 10 ANCHORED TO P.G.PAD FOR FLOOD ay PAD i , 110 GPD x 4 BEDROOM5 = 440 GPD TL FLOW SURVEYORS NOTES: SUBJECT PROPERTY CURRENTLY: X EXISTING �r DEPARTMENT OF HEALTH,CHAPTER 11,PART 1 5. COMPLIANCE. conformance with de aTtmer,I t ; L1 5-3 p .int S.ia .t I. THESE PROPERTIES ARE PART OF MAP OF MEADOW}WD OF W6.SGHELKER NO UNDERGROUND STORAGE TANKS EXIST WOOD DECK PROPOSED SANITARY DESIGN FLOW = 440 GPD IMPROVED-RGIDENCE (TO BE R MOVED) : STANDARDS FOR IWIVIDUAL ON51TE WATER SUPPLY . ABOVE 6ROUNp �� (� ,:c AND H.S.PALMER FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON X AND INDIVIDUAL ONSITE WASTEWATER TREATMENT • '`" 'f SE>2` •-/• �,. USE: O R18LIG WATER 5-Q X•••"'"•••••••.... . x -T 100 GALLON _ ,••„ MARCH 12, 1921 A5 FILE No.81q. STORM DC2AI NAGE SYSTEM: 4.7 SYSTEMS.APPENDIX 15-A. • _z /�FR�WE� • USE HYDRO ACTION WASTE WATER TREATMENT PLANT 2. ELEVATIONS ARE REFERENCED TO NAVD. Ig88 DATUM TANK FILLED BY BULK TRUCK MODEL NO. AN40o GRAVITY 5Y5TEM E STING ELEVATION5 ARE SHOWN THUS: NO 5TORM DRAINAGE STFXTURE5 EX15T ON TH15 SITE. NO PROPOSED DRAINAGE CQ 5�P• 5_q X TABLE I: DAILY DESIGN FLOW= • THE FILLING CONNEGTION AND VENT (4 BEDROOM) �� - " , Z {- X X PROP. O J of TREATMENT CAPACITY: 440 GPD EXISTING CONTOUR LINES ARE SHOWN THUS: x_x STRUCTURE EX15T�WITHIN 20 OF PROP05EO SANITARY STRUCTURES AND/OR h_2 110 6AL5/DAY/BEDROOM(440 6PD TL FLAW) VALVE MU5T BE AT LEA5T 10 FROM FIN FL. EL. a 8.5 / w b_5 A/C,UNITS / / Z •• TL. WORKING GAPAGITY: 1,215 GAL 3. ROOD ZONE INFORMATION TAKEN FROM: - -X- ABSORPTION FIELD 6) �, h.1 ANY EXTERIOR SOURCE OF IGNITION, ON PLTFM / FLOOD INSURANCE RATE MAP No.3610360501 H }- Q EL •• FLOW RANGE: 50-440 GPD EXISTING SANITARY SYSTEM: AI' TABLE 4B: APPLICATION RATE= OPENINCf INTO DIRECT-VENT ZONE AE: BASE FLOOD ELEVATION5 DETERMINED Z LY 7,0 �� X�? h.4 3A 6AL/DAY/5Q.FT. APPLIANCES,OR MECHANICAL •• MAINTAIN REQUIRED SEPARATION DISTANCES ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD(WAVE AGT1ow SHALL BE ABANDONED BY REMOVAL. EXISTING SYSTEMS TO BE ABANDONED BY 1]� ��' X 6 X 5 q X VENTILATION AIR INTAKES. j#firLine(s) MUST T Be � ci ..s^se Q •• SEE DETAIL FOR INFORMATION,DWG SP2 BASE FLOOD ELEVATIONS DETERMINED W N O 0TABLE bD: AD_WT'47 READ LENGTH OF ABSORPTION 2 �0l1; Courya. � y Th � 4. ALL I7N�ELLIN6 WITHIN 150 of PROPERTY ARE GONNEGrm ro PUBLIC WATER REMOVING ALL RESIDUAL SEWAGE WASTES BY A LICENSED WASTE HAULER, 'Lo TRENCH=61 LINFT. r -,y Baept• Qs H �';.1, rViCGS. REMOVING THE ENTIRE STRZTURE(5) BACKFILLIN6 WITH SUITABLE SAND AND � O kb (I 3 xb-q r Xs_b G 5 AND Call 802-5700 43 Noun a HYDRO-ACTION AN400 BUOYANCY CALC: �- ^+ t ' STANOAR05 FOR APPROVAL OF PLANS/ PROPOSED - I(�n(S Inc GRAVEL MATERIAL AND PROPERLY GOMPAGTING. 5.7 X N TO �C(~!t31;�ElIO It1g � �y BUOYANT FORGE 15 RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY HYDRO-ACTION � CONSTRUCTION FOR SEWAGE OI5PO5AL 5Y5TEM FOR CENTRAL AIR CONDITIONING UNITS pectlNar�{�'� IMMERSED IN WATER x5� 56 _ 6 SINGLE-FAMILY RESIDENCES,DATED 12-2q-2017 . CONTRACTOR To PROVIDE FLOOD ATU CONTROL PANEL REQUIREMENTS: SUFFOLK COUNT D �+F v cF� /�/ � � � � N X11C TABLE II -ADJUSTED REQUIRED LENGTH OFA COMPLIANT PLATFORM STORM DRAINAGE SYSTEM BY OTHERS: ' OOR BUOYANT FORCE OF UNIT AN400: ^ UJ � PRE5`5UWZED 5HAL_,OW DRAIN FIELD yl{OI ER I.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE PEDESTAL PERMIT FOR APPI OVAL Or CONq3TRUCTION FOR A X � LOCATE AND MOUNT UNITS TO 1 -CATCH BASIN Nu OPEN COVER � UNIT WEIGHT = q3o LBs O Q' v p o ¢ ry WITHIN VIEW OF THE SYSTEM THAT IT SERVES.GNTRL CM AND BLOWER SHALL BE Q 55 PLATFORM 5-4 T5'x 85 x 2 LIQ. DEPTH II PRE-TANK INT.VOL.BUOYANT FORGE = 3,323 LBS MOUNTED 35'ABV FINISHED 6RADE(MIN)OR ABOVE BFE,WHICHEVER 15 HIGHER. SINGLE F LY RESIDENCE ONLY d � LW • MINIMUM 20'5EPARATION BETWEEN SANITARY AND / II TREATMENT TANK INT.VOL.BUOYANT FORCE = 6,541 L55 ,,. , U-I 2.EXTERIOR PANEL(�A 4X SPECIFICATIONS)PLACEMENT ENABLES THE 5..'EM TO O I--+ W N STORM WATER SYSTEMS 15 PROVIDED II TOTAL BUOYANT FORCE = 11)00 LBS BE 5B2VIGED AT ANY TIME,ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE MAY 0 5 202 �j Q 0 FOR PE-516N AND GALCULATION5,SEE DRAWING y C) �`--+ - Q O _ �X 4.1 ABSORPTION TRENCH CALCULATION: M R5HAL PAETZEL LANDSCAPE ARCHITECT / ANTI-BUOYANT FORGE: 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT&AGES AND M015TLRE DATE F.: rzr-r. N0. , ICO - ` C-)U� Qr W Q T O X 4q L\M1T 4 BEDROOM SYSTEM- INITIAL IN5TALLATION: i II HELICAL PILE ANTI BUOYANT FORGE = 16,000 L55 FROM REACHING THE CONTROL PANEL OR JUNCTION BOXES, 1 � � Z V_ 61.0 LIN FT OF ABSORPTION TRENGH REQUIRED %/ II PROVIDE(2) PILES x 2 4.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM MICH WILL p`T'PRO JED I ^ � = J Q 6EOTEXTILE 6EOMATT 5Y5TEM 3.0 6AL/DAY/SaFT.FOR PERCOLATION RATE S ��/ / 25:a-//i i II TOTAL ANTI-BUOYANT FORGE = 32,000 LB5 ACTIVATE AUDIBLE AND V15UAL ALARMS THAT CAN 8E READILY SEEN AND HEARD FOR MAXiN UF O.d_ `'"DROOM�S O I--1 ° 4 _ WITH A VALUE OF LE55 THAN 5(5ANOY LOAM) _ - - -� -=/� II BY THE OGGUPANT5 OF THE BUILDING SERVED. � Q/ w 4 � LL Q O O x 36 - �, SYSTEM 1536"WIDE=3.25 SQ.FT./LINFT. I - --- ---- ' II ANTI BUOYANT FORGE EXCEEDS BUOYANT FORGE BY A 2.88 SAFETY 5.PRESSURIZED SYSTEM MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS OF y EXPIRIRS THRE Y :AFT L'i:tf,'i I�.1"I:i E OF APPROVAL O O N -q MEM HIGH WATER MARK, x- O 440 GPD l3A(PERG RATE) = 147 SOFT./3.25 5QFTJLIN.FT. = 45,13 ! FACTOR CONNECTIN6 A PORTABLE GENERATOR TO OPERATE THE SYSTEM WRING A POWER TIDAL WETLANDS BOUNDARY O 1-1 �GN II Z EQUALS LINE OF MEAN HIGH WATER, w � A<'1�ORPTTON TRENGH REQUIRED: 46 LINFT. q bP _% II NOS: °UT'°`� z aAS DETERMINED BY M 4 BEDROOM SYSTEM-UPON 50X, EXPANSION: I 1`WOOD DECK AND STEF5� D.°OSED 'I • THESE PLANS ARE DESIGNED TO COMPLY WITH 5.GD1f.5. � O EN-GONSULTANTS,OI/2C,/Iq O 45.13 LINFT.REQUIREMENT x 1.5 = bZb9 LINFT. I �+I STANDARD5 FOR APPROVAL OF PLANS AND CONSTRUCTION FOR ADDITIONAL INFO: O 1_5 Q LOCATION OF 50% EXPANSION LATERAL SHOWN. II FOR 5EWA6E 015PO5AL 5Y5TEM5 FOR OTHER THAN SEE ARCHITECTURAL DRANIN65 FOR PROPOSED BUILDING PLANS n/ 1 O NOTE: 6EOMATT SHALL BE DELIVERED TO 51TE IN ROLLS AND CUT TO SIZE. ' --- ---- --_ II SINGLE-FAMILY RCALLE NGES-DATED FAMILIARIZE BY MERYL KRAMER, ARCHITECT - •OWNERS AND INSTALLERS ARE TO FAMILIARIZE THEMSELVES a Z -�' • oo (\ 260 NORTON LN. SOUTHOLD, NY IIIA ¢ TIE LINE `�" � --- ---- r (�� V 1 WITH SECTION XVII -GENERAL REQUIREMENTS,XVI2 - I/A = Q . p , I� � `" �, PROPOSED INSTALLATION: II � � � OWES MINIMUM DESIGN REQ'MNTS AND SECTION XVib - 59.27 _ I \ ELECTRICAL REQUIREMENTS. TFE AFORE MENTIONED PURCHASE APPROXIMATELY ±25 CU.YD5. OF COMPATIBLE GLEAN SANDY FILL t,�•�� , S g'7°47'09" W (3) PDF LATERAL5 6 11.0'LIN.FT.EACH I I 56 56--I ,-__, r- _ II / (\�L J SECTIONS OUTLINE MAINTENANCE AND CARE OF INNOVATIVE �y/SIMILAR GRAIN SIZE (OBTAINED FROM AN APPROVED UPLAND 517E FOR ENGINEER'S iJ l`TI1=10/1TIO1V ` Di I`tIED' / INSTALLED IN TRENGHE5-_ I I I�6 -1_' V� AND ALTERNATIVE ON-SITE WASTE WATER TREATMENT ) (� (v 2 `2,, r NIC BA Y TRENGH ARE THE LENGTH OF LATERAL5 WITH I'PVC,56HEOULE 40 PIPEYe'ORAFIGE 0 2' I I I I 156 sb � SYSTEMS REQUIRED BY S.GDN.S. THE PURPOSE ATTAINING THE PROPOSED GRADES SHOWN OVER HE 1Jc� S T P.E. " . . it TIFICATiDfd PAGE: ` GREAT PECO OL.,ORIFICE HOLES TO BE GRILLED AT 6 O'CLOCK AND USED H/60MAMX ORIFICE 5HIELD. I I I PROP05ED SANITARY SYSTEM. '4':C' :.I • IN I I . P15TAL HEAD X516N PRE54,JRE OF FIVE FOOT PER P15TAL HEAD. ONE DISTAL HEAD I I 1 I �'INST:'�LI.l1TIa '`' aB �l �T $��.Tldl� N MONITORING PORT SHALL BE INSTALLED AT THE END OF EACH TRENGH. ! I I. I i I OWNER CARE OF SAN. SYS: AND Cir j c , I S ecy► MANIFOLD/TRANSPORT PIPING: USE 1.25'0 PVC,SCHEDULE 40 PIPING TRANSPORT MANIFOLD �s __ `_- I I PURCHASE AN ESTIMATED t5 GU.YDS OF RATEABLE 501E (5P OR 51�U FOR - SITE PLAN - DEMOLITION PIPE SHALL BE SLOPED GONTINUOU5LY BACK TOWARDS PUMP STATION FOR DRAINAGE C j L-_ L- I ■ FORMULARIZE ONESELF WITH THE MANUFACTURES THE PURPOSE OF REPLACING NON-RATABLE SOIL BELOW THE PROPOSED FOR FITNIAL��'P 31JAL. UW-F0�,,nAV NM-0%3. J BETWEEN CYCLES. WEE'HOLES To BE DRILLED IN PUMP 5TATION DISCHARGE A55EMBLY -_j RECOMMENDATIONS FOR CARE OF SANITARY COMPONENTS. SANITARY LATERALS. • PRIOR TO ANY FUTURE SITE WORK ALWAYS ERECT CONSTRUGTION ABSORPTION TRENGH PROVIDED UPON INITIAL INSTALLATION =51.0 LINFT. FENNGIN6 8'BEYOND THE PERIMETER OF THE HYDRO-ACTION NOTE TO GONTRAGTOR: SPI A55ORPTION TRENGH PROPOSED 6 50X,EXPANSION =bb.O LINFT. ENHANCED TREATMENT UNIT(ETU) AND 65F LEAGHING FIELD TO NOTE TO SHALL PROVIDE ALL STONE,AGGREGATE AND BEDDING MATERIALS 20 10 O :20 40 60 PROTECT THE COMPONENTS FROM VEHICULAR DAMAGE. REQUIRED BY THE 6EOMAT LEAGHIN5 SYSTEM. 5EE SANITARY PROFILE,DWG No.SP2. �DH5 APPROVAL AREA: GRAPHIC 5GALE'. I" = 20'-O" SEE 6EOMAT DETAILS ON DWG No.2 of 3 p (2) 2xb x (LEN6TH TO SUIT) AGQ ~ 0 p HORIZONTAL CROSS, MEMBER USE (b). W S.S. LAG BOLT W/ PUMP /GOMPRES5OR POWER CIRCUIT -_-----------------------------------------------------__-___----� 5.5. WASHER� HEAD ry u, \ (TYPICAL) (TYP A EA. POST) 6 G -�I I PROVIDE 20 AMP BREAKER GBI MI AK-080917-1 (I) 2x ACQ TIMBER SHELF x ETU LIFT 5TA IN MAIN ELECTRICAL PANEL LI LI K �"� K B K SPI N R + Me + + `"�`' v 14X12 DEPTH TO ACCOMMODATE BLOWER rI 4- ELECTRICAL ELECTRICAL 1 IN EXISTING BUILDING FOR SPRAY PUMP RATIN65: ¢ aPUMP 314W* 115V Q(I) 2x4 AGO BALK BOARD GNTL PNL GNTL PRL I PROPOSED I/A OWTS WHT WHT MOTOR 15A FLA �"® ® ® ® ❑ INSIDE LID VIEW LEN6TH TO SUIT 'H' FRAME 1 12"wx 141, T N N 1E I- �Q� NOTE: ENCLOSURE °" °" °" °" °" w D HINGE TO THE RIGHT GB2 M2 GSR b LOOPS 0 all 11D BLK I I �I RB IRC, PUMP 3 e I SVS c�FUMP z z omit r=1 C®.9 C�6 CJ1;6 .1 0.- ` • +@9 WHT WHT a MOTOR 15.0 FLA. ® ® ® ® STAINLESS STEEL ANGLE FOR ® ® 3 > GB3 M3 I�' \_/ i3s + PROPOSED 2x SHELF SUPPORT N Z ►n �1 in o ® THE CONTROL PANEL BOX -I 0 4x4x8'LG AGQ TIMBER POST ruT BE PLACED OUTSIDE B K K B K MPI MIXER PUMP RATINGS: n' MINIMUM COVER 36 BELOW 6RADE ONA EK OF TH PEDESTAL NOTES: WHT MOTOR 5A FFLA314W 0 Sv `-�, I WA VIEH{OF THE SYSTEM FLOAT SWITCH TO BE RATED 2 AMP AT 120V a F-1 a " a • I •MaBEUS ON OUTSIDE OF LID -_ i INCASED IN POURED CONCRETE IN 12" THAT IT 5ERVE5.CNTRL MINIMUM.MAIN PANEL DISGONNEGT MUST EJE _ • -39�iA - � -' M I DIAMETER 50NOTUBE. (TYPICAL) PNL5 AND BLOWER 5HALL q PROVIDED BY INSTALLER.. DASHED LINES GB4 I 1 6 1111112 BE MOUNTED 3.5 ASV a� INDICATED ITEMS NOT CONTAIN IN THE PANEL. t- p lllll)4 �IIU7� 91I11?7 I I "s " ' I --------- --------- --------- I FIMSHED(RADE(MIN)OR m REQUIRED TORGIIE FOR TERMINAL BLOGK SGREW5 15 �1 a o 0 0 ® I ABOVE BFE,WHICHEVER 15 Ib IN-LB5. FIELD WIRIN6 MUST BE A MINIMUM OF 6RY 0 6RY GI COMP,RATIW-,S; I NICER 6006 6OPP6R WIRE. COMP 1/4HP® 115V In ' N � SL 5�z I� 0 1= o t� o a MOTOR 5.4 FLA GRADE I WHr N a - @5 /\ \ I /\/� �c NOTE: ALL MOTORS KST HAVE '� � ,� 1 0 0 0 � \ \/\\/ a ! �a \\/\ � IHTH2NAL OVERLOAD PROTEGnoN. ® ! PIN I N P N C1 N 1 2 3 4 5 6 0 FtED(DISrJf,�tQE ANOW(�@tC Qui( /\\ d I /\ \ \\ a I I \ \ SPt N P1 N Pl N C1 N 1 2 3 4 5 6 } Ls ® a qI a /\� 1 2 - ILLCOWgNQ \\ I a \\\ I I o \\ Y r BLU LRI QI RED/WH WHT S _ BLU I Z LRI-Q2 PINK/WH MI WHT as M2 w w _ a U 0 5 PINKMW � a a w u o w w 3 3 x REr RUNNING -I rO p �`�------------- ------ ---- -------�j p t t PROPOSED m a II I a III N 5 _ BLU I 2 LRI-03 YEL/WH o ______________ �_______ ________ H FRAME DETAIL CONNECTION DIAGRAM M3 "'�'� pa) J (STRUCTURE FOR I/A OWTS CONTROL REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 18 in YELMW 4 1 4 4 J 4 G MIXER RUNNING PANEL, BLOWER MOUNTING AND CONTROL PANEL FOR LIFT STATION) BLU L LRI N WHT SCALE: NONE LRI-04 STOPPER OR SUITABLE BLU RED I6 PLG INPUT END PLUG ' eRoeyN e�Ue RFo NEW 20 AMP, I POLE BREAKER FROM UTILITY TO GRADE BLU A5-I PINK r�■.Jl 3 ~ 120 VOLT, I� SERVICE TO DEDICATED TO HYDRO-ACTION PROVIDER HYDRO-ACTION ATU m 3 CONTROL PANEL RUN CONTROL PANEL REQUIREMENTS: HYDRO-ACTION CONTROL PANEL BLU 5 b RED ACD. (2 fib, b IN I'P�/G PIPE) ALARM w� co I.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE PEDESTAL INGOMIN6 ORG BRN C) WITHIN VIEW OF THE 5Y5TEM THAT IT SERVES.GNTRL GNTR AND BLOWER SHALL SERVICE MUTE BE MOUNTED 35'ABV FINISHED GRADE(MIN)OR ABOVE BFE PL1r 21�' o o HYDRO-ACTION HYDRO-ACTION UTILITY PIPE �1 FREEBOARD,WHICHEVER 15 HIGHER � SERVICE HWA ti � AERATOR I/A OWTS MAIN BUILDING SERVICE BY oTH x,,) BLU 800-212-4� 0 1811 2.EXTERIOR PANEL(NEMA 4X 5PEGIFIGATION5)PLACEMENT ENABLES THE SYSTEM „�,,,,,I Cll�lill�ll a TEST O r � ELECTRICAL CIRCUIT BREAKER METER p TO BE 5ERVIGED AT ANY TIME,ELIMINATING THE NEED TO AC6ES5 THE INSIDE a,u,,,,ll,,,, .a M OF THE BUILDING. 41:Iw41!!Il;IisY° CONTROL PANEL PANEL TYPICAL ALARM W d } C° www.dignetnycli.com 12'4 x 1411 EXTERIOR CLEANOUT 600 WrE O or www.cau811.com 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES AND (for other states) M015TURE FROM REACHING THE CONTROL PANEL OR.JUNCTION BOXES. ORO "L�.JI. fLTa RED LIGHT 1_4 � W X 4.5YSTEM SHALL BE 152.11PPED WITH A FUNGT1ONIN6 WARNING SYSTEM WHICH WILL BLK RED WHT X z LL By law,excavators and contractors working in AGTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND the five boroughs of New York City and Nassau HEARD BY THE OGGUPANT5 OF THE BUILDING SERVED. ELECTRICAL NOTE5: I.FOR CLEANOUT(5)LOCATED IN TRAFFIC AREAS, m O I. BURIED ELECTRICAL POWER C CUT5 SHALL BE A EXI5TIN5 6ROUND ROD PROVIDE WITH TRAFFIC BEARING FRAME AND COVER M L0 and Suffolk Counties on Long Island must 5.PRESSUF2IZED SYSTEM MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS F-'-1 0 = � contact DigNet,1-800-272-4480 or 811,at least OF CONI5GTIN6 A PORTABLE GENERATOR TO OPERATE THE SYSTEM DURING A HNMUM OF 24 INGHE5 BELOW 6RADE. 2.FOR USE WITH BUILDIN6 EXTEN51ON5/CONNEGTION5. 48 hours but no more than 10 working days POWER OUTAGE 2.ALL ELEGTRICAL WORK TO BE PERFORI ED IN _ ENABLE d W CR (excluding weekends and legal holidays)prior A6C4RDAWE WITH NEC, - BLU YEL 00 to beginning any mechanized digging or 1 2 I1 PLG INPUT _ excavation work to ensure underground lines are marked.Excavators and contractors can ELECTRICAL ONE-LINE DIAGRAM o `� also submit locate requests online,through CD ITIC.If you do not currently use ITI2,please SCALE. NONE M call 1-800-524-7603 for more infa-mation. OVERRIDE For safety reasons,homeowners are strongly 3 4 encouraged to call as well when planning an BLU GSR I2 PLG INPUT 9 P g Y r�TT type of digging on their property.Homeowners BLU WH INK F"•'�1 can contact us directly at 1-800-272.4480 or by I4 PLG INPUT T calling 811,the national call before you dig number.For excavation work completed on personal property,it is the contractor's TIME 005E TAN I7 PLG INPUT responsibility--NOT the homeowner's--to contact DigNet.Having utility lines marked prior PROPOSED BLU ENGINEER: to digging is free of charge:. 4 B®ROOM DWL6 DEMAND FIN FL.EL.85' SPRAY TA I8 PLG I NPU T 0F E v y 2'U/6 PVC VENT, T. 4"0 SDR 35 TRANSPORT PIPE, i TIE INTO HOUSE VERT STACK W,I B,I W 1 CO NO PERFORATIONS ,��'1(l DWELLIN6 TO PRE TANK,1.0 LIN.FT. * '� '(�� ELECTRICAL SCHEMATIC DIAGRAM MINIMUM SLOPE =Y4/LIN FT i 0 t w 1.0'L6 xY4' = 1.15' = 0.15'MIN SLOPE NOTE5: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM, Z MAIN PANEL 01500NNEGT MUST BE PROVIDED BY INSTALLER, O 07 NOTE: ADDITIONAL CLEAN OUT FIELD WIRING 1 U5T BE A MINIKH OF b0°G GOPPE3R WIRE. PROP.6RADE 0 FACE OF DWL6 = EL.5.b5' SHALL BE PROVIDED IN INTERIOR OF DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL '°R NPS • BLD6,NO HOUSE TRAP SHALL BE �FESS�� m �� (IB MIN GRD GVR OVR OUTLET PIPE), REQUIRED TORL�,E FOR TL-RHINAL BLOCK 50REW515 Ib in-lbs. � JEF EYE-�tfT R,P.E. PROPOSED SLAB STEPS: MAINTAIN 6RADE II' G.O.0 FAGE OF D&6 HAS BEEN OMITTED PROVIDED PER IRO 2015,P3201.4 3 -5TEP5® NORTH 51DE OF LEA6HIN6 FIELD 5' BEYOND PROPOSED FROM PROFILE FOR PURP05E5 OF GLARITY, (SEE ARCHITECT FOR MATERIAL;I LEACHING FIELD W/ �IP3lE 4] 1® PTE ®�I T®1� OF �3L�' SEE DETAIL(THIS DWG) PROVIDE COVERS: Z (WHEN FOLLOWING ETU) _ Q • ALL THERMOPLASTIC GOVB25 MUST BE SET AT FINISHED PROPOSED FLUSH SLAB, SLAB STEPS PROVIDE A PERMANENT TRAFFIC LATERAL LENGTH = ±20'-0' PROP05ED FLUSH SLAB: GRADE AND MUST BE LOOKING,WATERTIGHT, IN5EGT-PROOF, I -FLU5H SLAB 0 EAST AND _ BARRIER TO GUARD AGAINST VEHICULAR FLAT,SKID PROOF AND BE APPROVED FOR 5EWAGE U5E C) F_ I - FLUSH SLAB® WEST(5H0L�UU SIDES OF GRAVEL AREA � O 7 DAMAGE. 3 GEOMAT TRENCHES ® 3q.0" WIDE x I1.0' LG EA NORTH 51DE OF 6RAVEL AREA • IF A RISER DOVER WEIGHS LE55 THAN b0 LB5 A SECONDARY (SEE ARCHITEGT FOR MATERIAL) TAPER PROP05ED FI z (SEE ARCHITECT FOR MATERIAL) SAFETY LID OF DEVIGE SHALL BE PROVIDED. 51-0" '� L 1.4 Z O LL PROP.GRADE® �La GEOMAT 015TAL PORT(FOREGROUND) 12 RECOMMENDED DOVER Q PROPOSED GRADE I.E.® DWL6. = EL. 4.02' (MAINTAIN GRADE 5' BEYOND ATU) PROPOSED TOP OF FLU5HL� �"'� U_ DOWN TO NATURAL 6RADE EL.5.35' MIN o OVER 6EOMAT LATERALS > PROP.TA. STONE SLAB @ EL.585 N (SLOPE 3:1 MAX) OVER LEACHING � v LOCATED® END OF LATERAL(TYP) n ry v r t � EL.585 MAX L,S.® EL.5B5' PROPOSED GRADE OVER ETU® EL.5B5' � Z PROP. -- - o ' PROP. '-FIELD I„ v OVER LEACHING F,ELD A. 1 I. { [� ---n 1 ;fir 4' a��^Ik, f,yl"f, PROPOSED GRAVEL SURFFGE(2' D®' O N PARKING T.O.STEP x v �'"� H I�'�t:, yf y �I f }; �4 - _ _ - - -- - - i s t _ t EL. 53 �( y > y ; "n „ Y( i ;; �"\ I I �sr-�_.VE FILL NATIVEv O AREA - - - „✓ . . . . . . I I - - FILL Q H 1n . � ITM ------- --- ��1 �a _c'. _�� __ IL It ____IhI 111_„111 `� ATI I EL.48 -oil r. i �J �> ,f , \\ \\ \\,\\ \., • , I \1 - - - _ \ \ . \_,\\/\\ \\ \\/� \\�-\ / / //�/% EX. =-BADE VANES 13TW B.O. MODULE® T<,. 8.0.MODULE p '%\, B.O.MODU_E %/\/ //\//\/ ii" //i%i/\��//\//�/\ i //.\t.. /,. \\ \\ \ \>\ EL.4.3 i _ \\ \\ \.\\. . \/ /\ / /.,/ //.; �\ -- - -- //\//\/\'/\ EL. '".5' / /\/\/ /\/\/ PROP.ORD® L TYP :/EL.4.11 (TYP % /. .,� - -5.5' \/\/ /\/\/\ v d i ��E .4.11 %, �� /j/jam/j�/j \, �� \i` - i I �E�4.71 (1YP1 \;I�jt /. /\ __ Z O B.O.STB'bJ EL. D. i \\ \\ \\ // \,\\/\\j�./ %�//�//��i../i \\ \\ \\,� �.�///.�/��i../i t- �•��//�j/��i`./i \\ \.\;> ,i-Ta - ---------------------------------- /X11'\ _ _ EX. 6RADE VA?IE5 BTW1d i, i, /� �/i // // / / / /,\y\y _-- i \\;\. \\'\\'\\ \\\\\/\\\�\\ \\�\j�\\/\\\ \\ \i\�i�\\/�/\ \\ \\ \ EL. ±3.5' - ±5.5' NATIVE%� \j\\%�%\\j\ \j w `� LE.OVR MODULE �" >'\\ u' \/\\ i i,.i,/i.,i.ii,/i,/i,/i,.,i,/�,/ / / � //; / � i,.//, \//\//\\/ / UNDISTURBED \%\/\//\//� �\\! !I I�_ /.. \ \ _ �,� o; �/' z Q I.E.® L.S. _ \\/\\� �// ,\// ��\//� EXISTING REI6HBORIR6 RETAINING WALL � � Q - '�, = EL. / rz O / /� AERATION �` S01L, NP I /� - EL. 3.b1 ,\!\\< 0.1.a A.G. �ij I.E.® PRE-TANK i\\; \\/\\/� ON PROPERTY LINE \�I / /�/\\ (TYP.of ALL /\�//\\ '!%�/ = EL.3 15' CHAMBER �' !! ; \!\//\!' O O tr / . BETYIEEN\\, RATEABI F SOIL �\/\\/\\/\\/� ��., r. � LATERALS) � /\\� 4 a� � \\/ /� = EL.385 , y\\j�%�y F� � � z �L GROUND WATER e EL. Ib' (TEST HOLE) //•r ":LATERALS�" SHALL BE REMOVED TO \//\//`�/ //: (� N I// /i �r d > \ A.C. \/ O \\ / / / %/'1 \/\\/\\ I w D // \/ GROUND WATER EL. Ib (TEST HOLE) ly 1 HIGHEST EXPECTED GROUND WATER ® EL. 1.6 \ / \ \\%\\!�% ACCESS NON-RATEABLE SOIL, LU HI6HE5T EXPECTED 6ROUND WATER 6 EL. I.6' Q LUL THEN RE-INSTALLED IN TRENCH��,\, //, a O w �. �� LU \/,�/1�= - . �. \/\/ - 4-0 5DR 35 TRAN5PORT PIPE, % / f LL'1.3 HTR IN BRN 806(PL) XX' NO L-• O % - - - - m NO PERFORATIONS PRE-TANK d IL Q- O B.O.TRENCH E1.011' .B OaTRENGH® EL.O.11' ��i�%�/i/ ' B.O. TREWaH EL.0.11' /��//'//;%�j /<!./B.O.TRENCH® EL.011', `\\;; \\ EL.O.TI' AG TD LIFT STATION(L5),8.0 LIN FT, (P.T.) - ,\\,\� V MINIMUM SLOPE =Ye /LIN FT ►--+ B.O. BA51N® EL. -0.I' _ 8.0'L6 xY" = I.O" = 0.08'MIN SLOPE Z, REMOVE UNSUITABLE: SOILS AND / �%//%�/X-,\\/,/, / \;\ \,\. B.O. BASIN 0 EL.-0b' HYDROAMON REPLACED W/SOIL DEFINED A5 SP --_--___ �p OR 5W BY A5TM 5TANDARD5. � � SMLU t��t �� '�`�(�' `]� �[' O o (TYPICAL OF ALL LATERALS) DMMM FW MSN B.O.GNAM13ER® EL.-135' B.O.TANK® EL.-1.35' PAGE: SEE 'PROPO5E0 REINFORGED GONGRETE 5EE 'PROP05ED BUOYANGY ANCHORING' NOTE ANIT-FLOATATION AN(HORIN6' (51TE PLAN) AND 5EE 'HYDRO-ACTION AN400 PROPOSED SANITARY RISER PROFILE SEE DWG 5P3 FOR BUOYANGY GALGULATION' (DWG 5PI) FOR INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM BASIN, PUMP DETAIL(S) AND INFORMATION PROP05ED HELIGAL PILE5 TO COUNTER BUOYANCY HIGH GROUNDWATER CONDITION PART PRESSURIZED (PSD) AND PART GRAVITY SYSTEM SP2 9-ALE: HONE 56DH5 REF. No. RI0-1c[-0080 of 3 SEPTIC,TANK AND/OR 6eoMat LATERAL ICey •' $ PRETREATMENT SYSTEM Control Panel Wiring Diagram 3 NOTE:THE VALVE'.iHOUD BE THE HIGH POINT WATER 1 s O O EQUALIZAT1oN/ l./ Model VCOM-S1 RO A 'If:,,L. F r:r , N �/ �Il�rra-c f•ir,Id Wire 1..�1, Y A�;E'VUE �T ` SHOULD DRAIN BAf K TO THE PUMP TANK AND TO NOTE: PLACE 015TAL PORT v I AA 6EOMAT TO PREVENT FREEZING. (NO PERFORATION) All r•.nc.o Alarm. 115 VAC 071„ '!`!� Q N � TRANSPORT PIPE THROTTLE VALVE ASSEMBLY AT END OF MAIIaFOLD AL Alii:T1,is l,t BUTI+ jtty,n:;Eca o FOR FLUSFiIN6 of NCI't'�'GI?�CITY I GNC,151 FVJf? ;---opt ------nc v ' Q '•L:[:: is circa S'vicnitch x N -�r,ol�.Cirru Brc,91aP� L'! !.;r..-,?t:,!AO�lA TFIF"'rW Q SCH40 PVC,TEE p 015 T�HEAD PORT O 800-272-480 1 81 I rT , � , h,l Llctor Gon:ac�or F BUILDING O f It. n"r+ �oJ:?. -sa4s F- A (; r'C:S I,mp Circu�l t;reake• SGH40 PVC,PIPE i - xt s-';; ' '' Lino SUrc!e Ane�der }- , FLOW www.dignetnycli.com P,A !C {tfl.i = Iiirahl r ^I aVLC: Q q •-__ .. Cord ,.CFt3:Tr � X PUMP STATION PLAN or www.call811.com _ x, x� n3 - Ircr,cnvl LL- 0 L +1 O (for other states) rs V•mcr 120 36 18`.'AC'Options GRADE TO By law,excavators and contractors working inz T5 ? ,! a . PLAN D15TRIBUTION PIPE the five boroughs of New York City and Nassau I I rer DIVERT RUNOFF and Suffolk Counties on Lon Island must _._._ -- — -C(i4 obs D 2" tioi r.t^,.`a PL 9 LIMP IUP I. pC ^ 5GHi40 PVC, contact DiglJet,1-800-272-4480 or 811,at least ( l (� � �-- P� ump nl,n l .h? MANIFOLD PIFE 48 hours wt no more than 10 working days I 1 I I 2 I J' J1 f Lit urr!e Arrester �pygC(L( G EO MAT-TYP I CAL LAYOUT (excluding weekends and legal holidays)prior }- � to beginning any mechanized digging or Remote Alarm Connections n O v LL` ��'MER H/ excavatior work to ensure underground lines RILI N 4 PRESSURIZEDSYSTEM HATERT6HTGAP aremarked.Excavators and contractors can - o ❑ Q GRADE TO DIVERT also subnit locate requests online,through f 11 UI:' DI3 UI: CYb Ib C!,/ 01& FS._T L:T t'•1_ RUNOFF 4 g ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑i�l THREADED ITIC.IfyoudonotcurrentlyuselTlC,please TR !;,: Ir'.! rtt t^;, rts; rl4! t15y 't61 I'y I, TBI ti Ore•tco dacda i�;•Si call 1-807-524-7603 for more information. A'•+.4'J or eol,!v. _ [i5 5GH40 PVC,GATE VALVE ttit For safety reasons,homeowners are strongly 1` 3 --------- NJ;! I5VACsgiallspreser: PLASTIC,R151BR W/ 5CH40 PVC,PIPE FROM encouraged to call as well when planning any V ' Options' rl irn• ala•,r cont cans. O F- p PREc}1URE FII3D \�� \i\y�\\ type of(jigging on their property.Homeowners AS I O I'I WATERTIGHT GAP SGH40 PVC,PRE�URE \\��\� ��\\�j can contactus directly at 1-800-272-4480 or by x; X2 , Terminal Black Types O R O O O N p LATERAL(REFER TO \��\, calling 811,the national call before you dig 5`p' �� For VCOM-S RO r , PVC,GATE VALVE 6EOMAT DETAIL5) \\ \\ �\ \!\��\�i� number.For excavation work completed on T ¢ .b tp� 7 r_ r -`�\�\i��\= personal property,it is the contractor's p r T q� O oration drscr' iron. , , "L N CJ ❑ ❑ see drawing no. ; S a 0 o CCJJ _ TEE responsbility--NOT the homeowner's--to Sa•',da� !;cl: "BIN-CP-OP-498". { MANIFOLD �� contact D!gNet.Having utility lines marked prior / \ to digging is free of charge.PIPE PRESSURE PIPE COVER TO \ _ �T2 Power Wln g p IonsGovT�R To _ u LzGRADE r"s r,1 •n 0 t'�+ Tv o Cilc.. �.. One Circuit SGH40 PVC,PIPE \ \ , ZF POSED/EXISTINGGRADE st n n TI rd ifi fn c,O„a CLEANOUT _!,,: ❑ ❑SECTION on I've AND DISTAL - _EGUALIZATIOH HEAD PORTsA ro zg00 20L P�e THROTTLE A iII Shield IN VALVE BOX Options' 7FLOW EGYIALIZATION PROCEM: VALVE IN -- -----------------•.._. •---. .•._ _.-- ........ _I. INSTALL CLEAR PIPE TO ADAPTERBOXFor float arrangement diagram,see dr�3`."11!lCJ n0. s� Green _a. oPet ALL vALVES. � { L,= "EDW-FA-S-34". Cnll`'Da PUmp (:nn7ps ('Urnp Groans — 3. TURN ON PUMP AND NOTE ELEVATION 01=WATER IN EACH 0 0 0 0 0 0 veu ra: Geat al Ll L' f PIPE. 4. EQUALIZE HEIGHT FOR EACH WITH 6ATE'.VALVE AT START \ / / I I = i5 VA OF LATERAL. Telephone Line Connection Fn> Zw,r Pn,icl C - usl-1.50 H7 5. AFTER EQUALIZATION,TURN OFF PUMP AND REMOVE ` -- 7 - PIPES. GLr05E VALVES AND R6N5TALL GAPS. �� rdla!r d aooni est (" n -c b'MIN , �' i ::rrr:ioed oy others L� � _ Nul `- Pump PBA .. 115 VAC r 1 Hp. oa U=e one ware nu:to cernect the pump? F aso/60 Hz' ELECT. SCH. DIA. r onyx's c,rcu't:;nsalv)rs toge!he• Urencn rakxlr-I" %v:!i-the inr.rm rg Lt parer lire.Uqe 'y GEOMATTM LEACHING SYSTEM - PRESSURIZED Coi!:et:,pho-ic:lineto ATP 11CO , Ph � J wm!lierwirz•r,,ltc;Covrovnl p •^o p.l'1 6:!:k on phorn ern NOTE talotos must have FOR ORENC O F"f"c'' ,I! %vi;%non'ro's nr.,iral!:Inrks Ingrtber Typical Longitudinal Cross Section ,I,r,;e.;Ir>sh;•;OSI lillvI in?e•na cverloadprotect on ;"J-�ass!,n.r., w!i Vie inct:r,i„ct.r.l,,;,i, int• SCALE: NONE CNTRL PNL EDW-WD-S-148 - GEOMAT INSTALLATION REQUIREMENTS: VGOM CONTROL PANEL, w e c`i PRESERVATION OF THE NATIVE SOIL BETWEEN TRENCHES AND MINIMIZING ITS D15RUPTiON AND GOMPAGTION CURING CONSTRUCTION 15 ESSENTIAL TO MAINTAINI PROP05ED/EXISTING 6RADE 3k3'xl2'41 REINFOR. MODEL VGOM-51 RO SOIL STRUCTURE AND THEREFORE WATER AND 6A5 MOVEMENT N THE 501L AROUND l l ll l P.G. DEADMAN W/ (SEE WIRING DIA, � , �,�� " ; pIl'- THE THE TRENCHES.FOR THIS REASON,CONSTi LLnON 15 TO BE TRENCH-BY-IRENGH WHEN POSSIBLE MLE55 A 633 SAND LAYER 15 UTILIZED AS A BASE,AROUND AND COVERING ' ^ °; LIFTING RIND THIS DWG) Y N THE GEOMAT. �T� r KEEP THE BOTTOM OF THE 6EOMAT SHALLOW(6"1 BELOW EX517.AND FINISH Ik)9ro5copic Membrane GOVER ^5 -�; i I� ' O " = ;.I 12' DEEP I FLOW FLOW w �r GRADES); <;:i ,:t OF 24 —> o �? �; co > X SE'ARATION TO THE SEASONAL HIGH INIATBR TABLE IS 3',UNLESS OTHERW15E �i a "�� 5ANDY LOAM V4' 015TRIBUTION PIPE, l",•.~'�,� PUMP � t - ' � cfl W ,,;;, APPROVED; S -'f;, • PROVIDE 5PEGIFIED ORIFI `Flt,�kf5 FROM ETU BASIN TO LEACHING FIELD ... . ___.- X Z LL SEPARATION TO IMPERVIOUS LAYER SHALL BE 4 FEET,UNLESS OTHERWISE APPROVED; • PROVIDE ORIFICE 5HIELd�` ;� #JF. p • KEEP THE BOTTOMS OF THE INDIVIDUAL 6EOMAT LATERALS LE II , {,:� , > ,..�:.• �REINFORGED WW-,RETE m Q o DO NOT OVER-016 THE WIDTH OR DEPTH OF THE DRAINFIELD TRENCHES; :'•'' `� O a °D �.� Specified Orifice ',y;.?.;:;., ANTI-FLOATATION COUNTER NE16HT PUMP DISCHARGE pq o 0 PROVIDE FOR LATERAL PIPE DRAINAC3E AND MAINTENANCE ACCESS; _` T .. 00 AVOID WORKING SOILS THAT ARE M4015T OR WET BECAUSE THEY CAN EASILY SMEAR z' `• ff`�= ANDD WORKIT, _r.. GeoGuard OriFice 5hlelc#', r ,.._ • SCARIFY THE DRAINFIELD BASE WELL BEFORE INSTALLING COMPONENTS. Native soil and/ar _ _• y 'P>_AN VIEW' CONTROL PANEL fir; o 0 Specified Fill ''"' JY' 5CALE.NONE = N t • r FFOMAT EXCAVATION RECd11RHiBNTS: "• M THE 501L BETWEEN THE D15PERSAL TRENCHES SHALL REMAIN UNDISTURBED WHEN `-- �, f . POSSIBLE.IF THE PRESENCE OF BOULDERS OR OTHER OB5TACLE5 MAKE TRENCH GON5TTR11GTIOMI IMPRAGTIGAL,THE ENTIRE LEACH FIELD AREA MAY BE EXCAVATED A5 1 r` oRENGO 34" 6ASKETED w C° ��: c a - L) `�` t" .' FIBERGLASS LID W/5.5. BOLT5, NOTE: —i '' ' ransmtsslve Gore �� *'•�. .' OREWO INTERNAL SPLICE W NEGE55ARY,BACKFILLED WITH A SUITABLE SAND FILL SUCH A5 A5TM 6-33 SAND TOo = ` [ "' �:�,� MODEL FL246 � I BOX,MODEL 554 ORENGO PUMP BASIN HEIGHT TO BE GUT TO DESIRE LENGTH IN FIELD THE D616N ELEVATION OF THE BOTTOM OF TR.ET•II AND THE 6EOMAT CONSTRUCTED _'f,.•'' _r,r a ��' , ^( / 1V �� • PUMP SYSTEM DESIGNED FOR DEMAND DOSE AND BACKFILLED IN 633 SAND. - ORENCO �4 O 015GHAR6E ASSEMBLY, FLOAT HEIGHTS TO BE ADJJSTED BY DESIGN :J'. } ':+t'_ L Y:�... l••�..,•_-.'.�.r.�• :/,?:'.�p ,:fes.'..•^,�e'• • TRANSPORT LINES - z� -�„WIDE MAT :f.;.-,.... GENERALLY THE EFFLUENT TRANSPORT PIPE FROM THE TREATMENT UGIT TO THE 6EOMAT =`M MODEL HV1256 INTERNAL SPLICE BOX, w � :�, PUMP BASIN VOLUME: 1.88 GALLONS / INCH 15 Luz”TO 3'SGHEOUI F 40 PVC,PIPE.THE ACTUAL PIPE 51ZE WIL DEPEND UPON SUCH N o MODEL 554 OPEN( HI 6H HEAD PUMP TO BE 51 ZED BY DESIGNER FACTORS AS DISTANCE,PUMP HEAD,E60UR VELOCITY,FRICTIONAL LOSSES AND �F- 6ROMD WATER GEOMAT GORE INLET /OUTLET 6ROMMETS TO BE FIELD INSTALLED DESIRED PRE55UF2E AT THE DISTAL ORRIFIGES.THE TRAN51POR7 PIPE SHOULD BE • FLOW FROM ETU FLOW TO LEAGHIN6 FIELD PRECAST ANTI-FLOATATION COLLAR(A5 5HOVO ENGINEER: SLOPED EITHER BACK TO THE PUMP BA51N OR TOWARD THE 6EOMAT TO DRAIN THE S DEEP x AN WIDE � � ANTI—FLOATATION DOLLAR MEETS 150 AT FULL SUBMERSION SEE 517E PLAN FOR LATERAL N'� TRAN5PORT LINE TO DRAINFIELD, ANTI-FLOATATION DETAIL TO BE CALCULATED BY DE516N PROFE55IONAL F LINE AFTER EACH DOSE.IN SOMI=GA5E5 IT MAY BE BETTER TO SLOPE THE GEOMATT"' LEACHING SYSTEM QUANTITY,LOCATION,LENGTH AND PATH FIELD INSTALL GROMMET MODEL 6125E O 'W TRANSPORT LINE IN BOTH DIRECTIONS.THIS SHOULD BE DONE r0 PREVENT FREEZING IN FIELD INSTALL ANTI-FLOATATION TO BE CALCULATED BASED ON 5PECIFIG 5ITE GONDITION5 �� )'T. p GOLD WEATHER.AN MTI-SIPHON DEVICE SHOULD BE USED WHERE ANY CHANGE OF Cross Section 51PHONIN6 OF THE PUMP TANK MAY 01 DESIGN MANUAL FOR 6EOMAT -Not to Scale- HY6RO560PIG MEMBRANE DISTRIBUTION MANIFOLDS AND LATERAL 4° GROMMET INLET ORENGO FLOAT ASSEMBLY,MODEL MF3P21F5 6EOMAT DISTRIBUTION MANIFOLDS ARE TYPICALLY l�"TO 3'SON.40 PVC,. D15TRIBUTION PIPE, MODEL 64L YB: ON/HI6H WATER ALARM * LATERALS ARE TYPICALLY I"TO 2'5'H.40 PVC,.SIZE WILL VARY DEPENDING ON R: OFF ORENCO LIFT STATION BUOYANCY CALCULATION: t- ;,;, o_ DC-SI6N AND 517E CONDITIONS. DISTRIBUTION LATERALS SHOULD HAVE FLOW ORENGO PUMP BASIN W: LOW WATER/REDUNDANT OFF BUOYANT FORGE 15 RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY IMMERSED IN WATER n EQUALIZATION VALVES INSTALLED TO PROVIDE EQUAL FLOW OF EFFLUENT TO ALL W/FLOW INDUCER, TM' 2 d: ROWS WHEN 6EOMAT LATER&S ARE AT VARYIN6 ELEVATIONS. FLOW EQUALIZATION :•, < VALVES ARE OFTEN INSTALLED IN THE PUMP CHAMBER FOR EA5Y OPERATION, MODEL PB24bOFl ORENCO HI6H HEAD PUMP BUOYANT FORGE OF BASIN: N� PROTECTION FROM DAMAGE AND PREVENTION OF FRE_ZIN5.A DI5GONNEGT/THIROTTLE VALVE 51-IOl1LD BE INSTALL®DOWN5IREAM OF iNE PUMP TO THROTTLE AND SHUT OFF MODEL PF3005 BASIN WEIGHT ONT.VOL.Bt10','ANT FORGE) O ; 3 �✓ FLOW TO THE 133 IN1T PIPING. 6 V SUBMERSION= 1,124 L% NOTE:SMALL LATERAL AND ORIFICE SIZ15 ARE RECOMMENDED TO PROVIDE THE HIGHEST TOTAL BUOYANT FORGE = 1,124 LBS O ESS1�N STEEL LIFIN6 RINGS(3) ANTI-BUOYANT FORGE: P059BLE SCOURING VELOCITY IN THE LATERALS,TO MINIMIZE ORIFICE CLOGGING,AND 3b'x 36'x 12'DP SQUARE GONG DEADMAN W/ JEFFREY T.BUTLER,P.E. ` TO PROVIDE AS EVEN 015TRI13UTIOR OF WASTEWATER A5 POSSIBLE.HOVEVER THIS �—REINFORCED CONCRETE ANTI-FLOATATION FLANGE: 24"oD. x b'DP BASIN EMBEDMENT= 2a61 LBS REQUIRES THAT THE TREATMENT SYSTEM OPERATE AT THE SPECIFIED PERFORMANCE STANDARD OR ORIFICE CLO661N6 CAN RESULT.WHEN 501LAIR SYSTEMS ARE UTILIZED, O.A. SQUARE = 36' x 36" x 12' DEPTH BASIN WEIGHT = 3,2` LEG THE ORIFICE HOLES SHOULD TYPICALLY 8E VS"TO 3/Ib'. 'EL.EVATION VIEW' TOTAL ANTI-Bl10YANT FORGE = 3,246 IJ35 DESIGNS SHOULD'AGGCUNT FOR A MINIMUM OF 2'OF DISTAL HEAD AND A MAXIMUM OF b' ON A••1 NEW CONSTt�TiON: RECESSED FOR BASIN: 24"� x b" EMBEDMENT 0 T- AT THE DISTAL END OF EACH 6EOMAT DISTRIBUTION LATERAL. IT 15 REGOM ENDED THAT THE PROP05ED DRAINFIELD LOCATION BE STAKED AND IF ORENCO ANTI BUOYANT FORGE EXCEEDS BUOYANT FORGE BY A 2.92 SAFETY FACTOR BASED ON THE SYSTEM DE516H A 5ERIE5 OF ORIFICE HOLES ARE DRILL®DOWNWARD FB41CLE /FENCED TO PREVENT ENCROACHMENT T BE A DURING HOME ER 6014UGTION N, (SIX COLO( P051TiOW AND 5PAGE;r ACCORDING TO THE DOSING REQUIREMENTS OF VENGLE ENCROACHMENT IS EXPECT®70 BE A PROBLEM AFTER C.ONSTRUGTION,SOME THE SYSTEM.DURING GON5TiRUGTIOV'ABRIGATION OF THE DISTRIBUTION LATERAL A STRUCTURE,SUCH A5 6ARDER TIMBERS,RAILROAD TIE5,FENCES OR WALL5 94OULD BE SIMPLEX DISCHARGE Z NEK1514APP DRILL BIT SHOULD BE USED TO ASSURE AS SMOOTH AN ORIFICE A5 �TO PROTECT THE DRAINFIEI-D AREA. THE DRAINFIELD AREA 5HOl1LD BE FREE OF POSSIBLE.ALL DRILL SHAVIN65 AND BURRS MUST BE REMOVED FROM THE PIPING WITH DEBRIS AND PLANTED WITH 6RA`{�.IMPERMEABLE MATERIALS AND 5TRUGTURE5 PUMP BASIN DETAIL ci U- A SLUG AND/OR BRJ5H.6EOMATRIX 6EOC4Ji ORIFICE 5HIELD5 R15T BE INSTALLED SHOULD NOT BE INSTALLED OR STORED OVER THE DRAJNFIELD.TREES AND SHRUBS SCALE: NONE H � N Z SHOULD BE KEPT A MINIMUS(015TAW-E OF TEN(10)FEET FROM THE DRAINFIELOUiLESS rT� O O OVER THE ORIFICE HOLES AND GLUED IN PLAGE WITH PVC, (ALS AND LED A ROOT BARRIER 15 UTILIZED. ROOTS FROM NEARBY M015TURE LOVING TREES SUCH F�i SCH. 40 PVC, TT CHEfl'ELBOWS OR TWO 45 DEGREE ELBOWS(ALSO GALLED TURN UPS) AS WILLOW,BLACK LOGUST AND REED MAPLE MAY CAUSE PR.OBLFMS WITH ROOTS SHALL BE ATTACHED TO THE DISTAL END OF EACH 6EOMAT DISTRIBUTION LATERAL TO GL06GING DRAINFIELD LATERAL ORIFICES. GREATER SETBACK DISTANCES ARE FACILITATE EiETT1N6 AND MEASURING DISTAL HEAD,MAINTENANCE AND INSPECTION(A REGOMM.iENDED FOR THESE TREE SPEOIE5�AIHOUT USE OF A ROOT BARRIER F- v O ~ 40'ELBOW 15 ROT ALLOWED).THE OPEN END(UPWARD END)OF THE TURN UP NEED5 TO MAINTENANGE2K,MIRE 1ENTS O BE G11X�ED OFF WITH EITHER A BALL VALVE OR THREADED PLUG OR GAP.THESE TURN SAND FILTER AND VAOWTS EFFLUENT 15 LOW IN BOD AND 755;HOI�EVE2,OVERTIME, zW `' o UPS AL50 SERVE AS 015TAL HEAD PORTS FOR MEASURING AND 5ETTIN5 015TAL HEAD BIOSOLIDS OR SLIME CAN ACCUMULATE IN 6EOMAT LATERAL PIPES AND ORIFICES AND ON THE 6EOMAT LATERALS CREATE UNEVEN WASTEHATER DISTRIBUTION ALONG THE LATERAL. TO UNCLOG THE TRENCH SPACING AND MAXI"LENGTH ORIFICES LOCATE THE DISTAL PORT VALVE BOXES AND OPEN THE TURN LP50NTHEND LU THE MINIMUM TRENCH SPACING SHALL BE Y EDGE-TO-ED6E UNLE55 APPROVED BY OF EACH LATERAL LINE. MANUALLY ENGAGE THE PUMP TO PURGE ANY L005E SOLIDS. O 6EOMATRIX AND SUFFOLK COUNTY DEPARTMENT OF HEALTH. ONCE ALL NOTICEABLE SOLIDS ARE DESIGN MANUAL FOR 660MAT PRE59JRIZED MAXIMUM LATERAL LENGTH WITHOUT A 5UPPLY T SHOULD NOT EXCEED 50'.ACTUAL l0 OF 15 O — LA r r SHALLOW DRAINFIELD APPLICATIONS-SUFFOLK COUNTY,NEW YORK-PAGE �- LENGTH5 WILL VARY 13ETPM DBI6N5 AND ARE ACCEPTABLE A5 LONG AS THE MINIMUM 2'OF 015TAL HEAD 15 PREE3NT. PURLED,SHUT'OFF THE PUMP. A BOTTLE BRUSH(OF THE 5AME 51ZE OF THE LATERAL PIPIT Z � ATTACHED TO A SMALL PLUMBERS SNAKE 15 THEN PUSHED DOWN EACH LATERAL LINE. C) (14 0 � � O cs DRAINFIELD COVER: WITH THE BOTTLE BIRU5H REMOVED,MANUALLY EN6A5E THE FUMP A6AIN TO FLUSH OUT COVER SHALL BE A MINIMUM OF 6'. ANY L005E SOLIDS IN THE LATERAL LINE. TO INCREASE THE FLU5HIN5 ACTION AND • FINAL GRADE OVER AND AROUND TI•E DRAINFIELD SHOULD DIRECT STORM WATER VELOCITY,BEFORE AND AFTER BOTTLE BRUSHING,OPEN ONLY ONE EQUALIZATiON W � � O I U) D O (v SHAT FLOW AWAY FROM DRAINFIELD. VALVE AT A TIME. ALTBRNATIVELYA`•�'TAi-L,TETTER MAY BE USED TO REMOVE ANY • CONSTRUCTION STAPLES GAN BE UTILIZED TO HOLD DOM PIPING COMPONENTS AND ACCUMULATED SOLIDS. MAT,BUT THEY SHOULD NOT PENETRATE THE TOP FABRIC. IT IS RECOMMENDED Ti-TATTYPICALLYTHE LATERAL LINES OF THE DRAINFIELD BE • CARE SHOULD BE EXERCISED TO KEEP A MINIMUM OF 6'OF COVER MATERIAL OVER SERVICED ANNUALLY.IF BEING USED IN GONJUNGTTON WITH A PRE5`5L RE FILTER IT MAY � � � THE SYSTEM BEFORE OPERATION 01=LOW GROUND PRE59JRE EQUIPMENT. O EXCAVATION EQl11PM BNT SHOULD NL)T EXCEED 101'51. DO NOT TURN EXCAVATION BE PO551BL.E TO EXTEND THIS FREQUENCY. AN INDICATION OF ORIFICE CLOGGING IS DISTAL HEAD PRESSURE INCREASING BY MORE THAN 20%OR PUMP RUR TIMES EQUIPMENT ON TOP OF THE 6EOMAT. INCREASE BY GREATER THAN 20%RELATIVE TO NUMBER OF VOI • DO NOT USE THE AREA OF PROP05E D L.EACHIR6 SYSTEM A5 A EQUIPMENT THE SEPTIC TANK AND TREATMENT NT SYSTEM SHOULD BE RVIFED,MAJNTAINED AND o THIOROUGFFAIRE OR MATERIAL STORAGE PRIOR TO SYSTEM INSTALLATION. OPERATED ACCORDING TO THE REQUIREMENTS OF THE MANFAGTURER AND � � -7 • THE AREA DIRECTLY ABOVE AND ADJACENT TO ANY SEPTIC DRAINFIELD SHOULD BE APPLICABLE REGULATORY AGENCY. O PROTECTED FROM HEAVY VEHICLE TRAFFIC,AND EXCESS WE16HT LOADS BEFORE, DURING AND P05T CONSTRUCTION. PAGE: SP3 of 3 •a. CD \\" Z 0 0 1 Ll rf;;,t, �'� 0 Z (J1 U < 0 0U ❑ O F--ZZJ )- N O O W 6 / OD �— � � ,� : 0-) Q t,_. LL J CO �S K ' J '—• O CD >- W F— O Z == I O ® N W v < Ul / \ o LL >- cn Z m I �C N f— � z � Z mJ �► C+- � cn � oz / \ J < > >- w I NJ07 WELLL� / d O � � �r)jCD > Of - k4 _ W LD Up I � N >- m0 m < w NNmN z w W = w0mm mmNm k4 wLD p �� > JUZ JO N I !, p <It o - �> EDF— OXOF— Im � F--- Ir N 3� �91� bZ I D Q Q I < Q U ly ,� I I N m o� 4 GUY RR TIE WALL M„00.02o00 S CJ) LL O .� .� . .-- 00 C-4 N a3MOHS C v.......... ... G AVEL WALK N z ,r•.........a 0 lVd w F J} �. .........;. O.H. ��VM•"': -i1-P L u Z w a < °' e'Zz i c., w E <> W< _m £'db ^' w Y rOr �\ C-- a: j C, q ❑> �� nN <� O _ S38'ZIJ m ❑ W c`" I W w a ❑ aCkf < N �•0 1a01S z ti ❑ 31 (� ^i �y Cr o _ N V_ N �� W O p N ❑ o U) w I OO N s.f z N 3 L.L m GRAVEL WALK — U -�� 00 w ®® o M Lr) <w o �I JU F9 X f 3JVaVJ Z W C1 00 I 3WV21d f2 N E , '�1 "y ❑< aZ <H O ❑ 0 0 q v' N O < Uw ,� I = 3 W Z �C Y U `` � ,�+ A z S ou-�z z O LL ❑ U V ___._i �w �d4�”. r�i�d QE ti��rf'\V Y�L7 F— 5 r,OWH7O N H C' < 0..7Nu1H } Z F �� Fv i � id r3 °TO J � 0 > r�¢m�Uo F— N Z �,� PF�6�sl 6_OF f�1�„ ?a t T'�D WC-7,KS FOP J U z ;><J= z N T W O WCY) O W-J:3 OrW w I W L Z Cayer�e �1. Fi•,�e-arTq!�E O WJ�<<O?zJ Lr) .a,._a L 4"."::: .t.',.e W J LL Ln @ Lf) m m m >Z W w o z o< ❑ Z O W n� rl, O room �wz� ❑ I LU W � tev� �V f J E":..S.FTC��wa. �/U��{� g_(.Z._._ p � O U z i p N N N � m � N 6<o o J-fh i ww-<=< '� =]JO K Z W LLI J = > W w O } (D U W < O .�,. " p < v i E3 sJC'�Sr '� '31 a"�"'mss "v:b;r./ .'" 4"ra Z�t{?34tw`E;t.d?4l J �' �- = Z o w o w U w'- �wc�owW z maw 0 ~ z z R' a t n Y. . TPA'C3r �-dfvr4b W } Q O'^wuoN<Wwir W (�, „�^p .€af c c`° L� ! .^tea t c+r c"`s* .::.. O D O CD LL ��r^h�f�r�e7!jtFOR�\tr ?'ele !�3s1miE �^ m ti J �� m Ln L!7 . Ll. m m owm8Zw<w<z J O m = W m N (NO N V o ��mN>z<Nw O m ❑ x r W U U OS2CZONE 90 U XZU) y � ��1 / ,."„JL C ''` ' �cl7 O z�<z-Wwm` w J >— W Q , -(.r,� G..sa+:x,... ...v F— m' J O W J U f>~U p n ~ W to :r�ar:iC” e�r;,rtr,, u g� ,•,; W m >N�om ((yy F" 3W = z 0. O J .. _ ❑ .• U H07JW;}ZWO �.1.� W O W Z - F- tG l f _ W O F- F- (n N (� o�=WOw=000 LL > (L Z LL J .. < Z < F— ❑ � d. 11 0- a NZNNWZUzWz LI � 0 � LL Q W J < > Oz W J J J J aoOoWWSWWWo N O � O O U u O W J Z Q m O �N�W�a� w�� LSA (n o- F- cn � cn Z 3 W ZWOWE x n:3 7 0 0 0 0 E J. -30 _30 Issue Date, AeL EN ConeuRam Awlew ZB Subrollealm sh ZHA Bubrtiesbn 1 2/20MD Chem Meeting 2/25/20 For Btrucks" 3/3/20 a C.Re"— 3/0/20 For W W—P&*V R LCI.1 SN:.U 3/13/20 ZBA Reeubmisaion JUL 01 2020 ED q 5 Zoning Board Of Appeals a o2aso2 p 26'-5" 17-0" ` OF N 2 4 30'-7' 0 5 i/2• 5V• O Drawing Legend' ® O 12' 1 51/2" ❑ N .� ❑ BATH 4 03 2 N 0 New Foulntlatbn Well — —• n TILE FLOOR $ ________ Linea Above 5 1/2" ,__ _- 8'-3" 31/2 -2'-1•-- 3 1/2" -W C.H. 3 , ,-2" 13'-0" WOOD STOVE Ll:Ab— A-0a a UP ru�i LAUNDRY — - tv Below WOOD FLOOR —— 0ul0elinea encs Door TeB 3'-6" 3 2" 7'-11" 5 1/2" 8" m 7 10 Wird—Teg . UP II _______ Secbon x 1 ❑ ❑ ———— - 3 .NI- , Sheol A- X LINEOFFLOORA60VE ENTRY m GREAT ROOM VESTIBULE m WOODFLOOR o3 N ' L. Detail Teg WOOD FLOOR a' O WOOD FLOOR a S 9'-0"C.H. 9'-0'C.H. B !P E:^,:� Elevation Teg WOOD DECK I o s'-o C.H. 3 01 2 zo C=� �, �' VOOD FLOOR 51/2" 5'-6" 5 2".m 5'4" 3 1/2" 31/2' 11'-101/2" 7 ISI g DINING 0 Q;3 59" x , , ____________________________________ o A OO F'LO MECH• x InteAor Elevation Tae KITCHEN ISLAND TFEDRAL CEILING �" - SEE A-400 7 0-I f, a oz 2 u' z SHELF Z8 = 3 N COVERED II' AWOOD DECK I �I I I r I I I I& UP !'s 50" 5d 2• I / ,I M Vt E R Y L x R A M E R r • rC t e c t N I II � I C� 2•A 5 2EQ. b EQ. EQ. ~' 5 2" I 260 HO RTONS LANE OUTDOOR SHOWER -- POST OFFICE BOX 1600 A SOU THOLD• N7 11971 ' " -------- 6 3 1 - t 7 7 - 8 7 3 6 m k N m a r c h i t e c t.c O m 26'-5" 30`7• Duffin Residence 545 Beechwood Rd. Cutchogue,NY 11935 SCTM#1000-116-04-22 First Floor Plan 1 First Floor Plant Scale:1,'4" Bldg Dept copy from ZBA Final reviewed dolments SCALE:A3 Noted ZBA Fie Date: h A-101 0 2019 Meryl Kramer Architect ul aaa.a.w•.e A-30 q-30 1 1 Issue Dam; 11/5119 EN CorwuEaat Review 11/11/19 Far Structural Ad.Wi, 11115/19 ZBA Submission 22020 CIIent Meeting 2/252D For Structural Revlslan 3/320 O.C.Ravlew 3'420 For Window Pricing 3/13/20 ZBA Reeubmallon C F� 74'-0" 26,-5" 17'-0. 30'-7" 024802 �O Zv A O 0 7 3'-0' 11'-5 3/�- 13'-0 3 4" 5 Drmvlrl4 LglmC CABINET O 5 1 2" Si'-1" 4 / 2 I======3 Wall To Be Renwwd BATH 2 5 2" 3 2' 31/2" O Wall To Rein 14'.2 1/2"- 51,2' 5'-10" r 8'-0"C H. E� New Wall O 4 404 pN eP TILE FLOOR 10 ArD3 s �� New Foundation Well .BATH VEST• m in B p��p�� -------- Lines above 8'-0"CH.3 TILE FLOOR -- - n ❑ ❑ -� 1.11.1[.G11� "i ----------- Lines Below ❑ � � i��- N - WOOD FLO R b —•---•—•— Guidelines STAIR HAL _.._.._.._. Fence " L � �.. .. ......�.. ..... __ W 7'6"C.H. SKYLIGHTvov Door Ta —}-- a WOOD FLOOR ABOVE O g -2'-1ti 5i1:2 18'-I fJ2' — iv tot Window Teg LINE OF TRAY CEILING ABOVE 3]/2 — 5 1/2° m WOOD _——_——— ,! ❑ a , SheeSectit A-XXX DECKLI i, DRESSING '- SKYLIGHT — l � Detail Tag N 1 ABOVE ��+�-��pp AREA I SIS 1/4' _•_5 2" 15'-514" 51/2" 1MIpa21.Lj] 5 OPEN TO BELOW . — Elev n BEDROOM 0 et on Tag TRAY CEILING L_.:_ r ❑ WOOD FLOOR '' DROOM 4 7 31 2" 4'-1" ','i,; 8'-0'Cif R 31/2 31/2" 8'-0"C.H. x x Interior Elevation Tag WOOD FLOOR z m _ L------ � K II -- N- �O o OJ M E RY L R R A M E R N a r c h i t ! c t 2 60 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD. NY 11971 6 3 1 - 4 7 7 - 9 7 3 6 m k a r c In 1 t e t t,c o m 26'-5" 1T-0" 30'-7" Duffin Residence 545 Beechwood Rd. Cutchogue,NY 11935 SCTM#1000-116-04-22 Second Floor Pian �_S,cond Floor Plan Z `� Stale:1/4"=1'-0" SCALE:As Noted Bldg Dept copy from ZBA Final reviewedd c}tments A-1 02 ZBA File#"7y3 V Date: ,/ D 0 2019 Meryl Kramer Architect Issue Date: BAL 11,1418 EN Corral Al 11/11/19 For Structural Arai 11115119 TBA Subniselon 21 For Shuetural 3/3120 O.C.Revbw 314120 For Window Fri METAL ROOF EAVE TRIM 9/1320 ZBA R-6inlndon ! I 2'MAX EXPOSURE(TYP) I II U I I I IIII' I lil III I. I �, III ''I I I ICEDAR SHINGLE SIDINGC 1� IIII -(L K R.4 II1 L1 I � I I I!Ili l lil l I I Illllil ',III II ' � F CEDAR PERGOLA ODE COMIAAS PER 2205 RC SEC.RGUAR31122(TYP.) P.T.POSTS WRAPPED IN CEDAR 024802 y0 - -------- ---- --- ----- ---- -- -- ---- --1 OUTDOOR SHOWER Drawing La`enR (______3 Well To Be Rental 0 Well To Rental New Wali CODE COMPLIANT HANDRAIL O New Foundation Wall - AS PER 2015 IRC SEC.R311.7.8(TYI\ Lines Ab---- ove - - Ll Below WOOD DECK&STEPS -------- Guidelines Fence 1oi D oor Ta 6 - - GRADE n© WlndowT eg M Emil Sheet A-XXX Detail Tag � Elevation Tag 4 South Elevation �Y Interior EleVatlon Tag I i M E R Y L It R A M E R a r c h i t e e t STANDING SEAM METAL ROOFING -------------- COLOR&PROFILE T.B.D. 16 0 H O R T O N S LANE 1 POST OFFICE SOX 1600 l SOUTHOLD, NY 11971 6 3 1 - 4 7 7 . 8 7 3 6 in k s r c h i t a c t.c 0 III I', 1111' I' ',II Ili I,I, I - I'' I " IIII' 1. III iIIII ! � I I III SII !I 11 --- ------ -- - -----_---- -- _--_- _ _ I SHINGLE SIDING Duffin Residence - --- - - ----- I,'1 II IIII I 545 Beechwood Rd. I I I I I I I I I Cutchogue,NY 11935 il�', .I RAINSCREEN SIDING --�- -. III II I, I, II III 1 II -- -- - - ----- - SCTM#1000-116-04-22 5 I I I III WOOD DECK&STEPS i�l 1 II 11'I i 1 I I 1 I H11111 DE COMPLIANT HANDRAIL RIC AS PER 2015SEC.R3117.8(TYP.) Elevations IIII�III�II II�I� '� I; III lil f I 11� I'I II II I Illl''I VIII I II'�I1,IIII II I 1111' l I _ - -- — - - GRADE SCALE:As Noted k5 West Elevation A e ale:114"—T-0' Bldg Dept Copy from ZBA -2� Final reviewed.documents ZBA File# 60 1 Date: ,� / / J�'c7 0 2019 Meryl Kramer Architect Issue Date: II&L 11/11/18 For abuctmal Mall 11MIll ZBA Bubmbalm 2/20/20 CIIeN Meeting /\ 00 For$PuOKKeI RMNm SM2 3/3/20 O.C.Rbvlew 3/420 For Window Pdl /�1I lig,lig 3/13/20 ZBA Resubrl �I,I I' II II r METAL ROOF EAVE TRIM 2-MAX EXPOSURE M.) 1111 + P1.II 111II1 Ill!, 11 1 1 1 Hill E A ill �f F n II I 1' 11 I "9 11 l Il i1 I I ',I'll I '1''I I I 11I�� 'I ' 'I II� 1'1 1' 1 II,I 1 1 CEDAR SHINGLE SIDING 9 024802 y - - --- - 11'111 - X11 . -------- nd: D1awMi� OPEN _ -- "- ---- LC-----t Well To Be Rammed I II I 1 1 I I , - O BEYOND -- - - --_- - - I Wau TO Remain I, New Wall -- - --- - --- - 0 New Foundation Well OUTDOOR SHOWER BEYOND _ --- -- ----------- � � � � 1� � EDAR RAINSCREEN SIDING -------- Linea Above ,. I 1 ____________ Linea Below GRADE -----•-•- Guidelines Fence io1 Door Tag j II Window Tog 3eabnX 1�I Sheet A-%X% Oaten Teg CI) Norh Elevation Scale:1/4"=V-0.. Elevetlon Tag x x O x Interior Elevation Tag All L K R A M E R STANDING SEAM METAL ROOFING 1 ( JI BTANDING SEAM METAL ROOFING r c h COLOR&PROFILE T.B.D. COLOR T.B.D. — — --- 1 1 ! 1 11 1 1 1 li 260 HO RTO NS LANE 1, i i I i POST OFFICE BOX 1600 S ODTHOLD. NY 1[971 II11I, II' I'�II' 111111 CEDAR PERGOLA -_ _-- -__- -__ l--_ - - --___ ____ '' =L]E) 6 3 I 7 7 - s 7 3 6 O 61 1 - --- - - -- ---------- ----- ----- O I- i' I111.1'11I, !1I'�II! 1 Il l 111 it 1 Ll I 111 I'I P.T.POST WRAPPED IN CEDAR EI' IL 1 111 1 111 1111 II 11 11,1, - -- -- - __ - - - - llr'11 1 1 L,1i fl 111 !III, � 1 Il,l � 1 __--- ----- --- -- ---- ------- -� I,, I 11, 11 i' III 1 II' 11 11 1 k II 111111 11111 '',�I '111'1111 1 9 _-_--- - _ I,I� I'111111111 II,I', II 1 9111 kl l 1 1 1 '�I p ~ w ''111, 1 III 111 III = CEDAR SHINGLE SIDING _ � � CEDAR SHINGLE SIDING 1 '1'11111 Il,j 11 Ili' ---- 1111111 1'I III 111'x!' 1 II 1 Duffin Residence 1 1 II I. 1, 1 �i �� I, it it 111111 ,III IIII II 1'li , IIII 1111', 6 ',I IIII III ,ill 545 Beechwood Rd. 1,', 1 1 1 1 11 111 r'! -- - OUTDOOR--in — - - --- - — i Cutchogue NY 11935 WOOD DECK II -_- 1 II'. II I �• __— - __- _- --__ -____ -- _ --- I I�,'" I I '�I I. 111 I I I 1 IIII 1 I I � �I I 11 I�1'1 111 I 'I 1'. 1 11, I 11I1I111 1 III IUI I 1 - - ---- SCTM#1000-116-04-22 COVERED PORCH/ RAINSCREENSIDINC-7WOOD LOUVERS CEDAR RAINSCREEN SIDING DE COMPLIANT GUARDRAIL AS PER 2015 IRC SEC.R312(TYP.) II�IIII !I, it I,I II ''•k ---- - - -- ---- - ---_--- - IIII III 1',1,1 RS.POST WRAPPED IN CEDAR(TYP.) III I 11111 1111 1! 11'I 1 _ -- --- - - 1 I ! Elevations _ -- - ---- --- ---- I Ij1111 1 11'1,'!'I 11'1 111 II'I,I1 i11i 1; -_-_- -.- - - -- - -- 11 1 1 1 1. 1 1 1 1� -- GRADE II' _ 1.1 /„I� —Q ------------- ------ ---------- z L aJ1 L A Ll 6 j 1 1 SCALE:As Noted A-200 East Elevation Bldg Dept Copy from ZBA Scale:1/4' 1'•0” Final review ents ZBA Fie# ®2019 Meryl Kramer Architect Date: /' / Issue Date: a9l; 11/6/19 EN ConaWtant Ell 11/15/19 IBA S.blma . 3/13/20 IBA R—M mi- ED Nil }a ,p- .? Y Y q � - t I ,,I I �P .. 02 y0 48 w_ , 02 I ens ` r �F Y: - - Drineing Legend: Well To Be Re--I r r.- ` r,a'; r •3`�,£r:,,p°` �`�.w.,. ® ew WaII New Foundation was ;.. < .,, .'. _—*••m _------_ Ll—Above •., ,. ,... �� - `� Lines Bebw — — Guidelines — Fence 101 Door Tag window Tsq Sheet A-XXX 375 Beachwood Road 505 Beachwood Road 545 Beachwood Road 575 Beachwood Road I (Proposed Construction Vlewl /A I °e`al'Tag Elevation Tag Street Side ENations_(Beachwood Road) YYYY S / Not To Scale - -- - "O x Interior Elevallon Tag e M E R Y L K R A M E R a r c h r 1 e c �� '•4�` x ,r,w5 a,� „.,,.,,i- �T�, 2 6 0 H O RT O N 5 LAN E POST OFFICE BOX 1600 SOUTHOLD, NY 1197; c o m ~ Kv 1.5. 16> �'-, ""^+•,...... Duffin Residence 545 Beechwood Rd. Cutchogue,NY 11935 L SCTM#1000-116-0422 r t WA Neighboring Elevations v 1Lyr 'F" , a� C4 I I a s t,g +r ..' "*kr,,, - ./q„ :- is Kif'y SCALE:As Noted „ 3 .ri.. ..... *v+ ..... ; ,naa.....,. „4,,-..�:-- „^��-•. ,.,�� aChz^'�:�,::. ,.. � ..a 1 i;�u �-77 375 Beachwood Road 505 Beachwood Road 545 Beachwood Road 575 Beachwood Road (Proposed construction VieW A-202 Water Side Eleva _tionsGreat Peconic_Bay) 2 Not To Scale Bldg Dept COPY from ZBA Q lois Meryl Kramer Archil Final reviewed d ZBA File # .,uments Date; I- {/S� i BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH 8" THICK X 5`O" HIGH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, PROVIDE TIE DOWNS AT EACH CORNS P.C. WALL ON 20" X 10" OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEET BY THE BACKFILL(SECTION R404.1.7) 5/a" ANCHOR BOLT, PROVIDE 4 1/2" MIN WOO POURS) 04 BARS, E FOOTING WITH (3) 4 BARS, SEE DETAIL MEMBER TO ATTACH TO OBTAIN 5650 LBS RESISTANCE PROVDE 5/8" ANCHOR ec LTS 6'01 211511 171011 30'7" PROVIDE 5/8" ANCHOR BOLTS 36" O.C. MAX AT 36" O.G. WITHIN I' OF EACH SPLICE IN SILL PLAT ---_-__-Q ------•• J pa °� "° v J c •v • -> r-4 c SMART MART VENT SMART VENT SEE DETAILSHEET FOR INSTALLATIONMODEL 1540-510 MODEL 1540-51 0 _ ----------------------------------------------- ______, ____ ---e - -I-----------------=----a-------------- - --4--------------°-------_---_--- ; +a av -v _i_ ` 75 e v 4 i-------------------------------------------------- -- , t ' 4 `-N-------------" -----'---N---• ---------------,---_-----1-------r-----------i-------------------------___-- -, 1 ` _ D� �0 2 6� , I I I I I - c i o NOTE: ° , e -° p`4 - C' nc G'4 C ev p p 1 00 1 �'�, `�' W2 .t' I ' N ; o• G° ° • ' DOUBLE FRAL I cV 1 W O ALL LUMBER THAT COMES IN CONTACT WITH "- ;--' `�� ,I •-------------------------------------------------------,--• FLOOR HATCI CONCRETE WILL BE ACQ LUMBER. -q ul' ALL FASTENERS FASTENERS FOR PRESSURE ' I y 01 I ° o I I VERIFY SIZE I I n L 12, 0„ �� , m � dw LL TREATED WOOD ARE TO BE HOT DIPPED o(31 GALVANIZED OR STAINLESS STEEL PER R317.3 _ _, o CRAWL SPACE m ti J11 M 1 1 ', ; ~= 2" P.C. SLAB (2500 PSI) I ~ - N 1 N 2� 6„ MIL VAPOR BARRIER 73 I I - 1 ON COMPACTED FILL PROVIDE 5/$" ANCHOR BOLTS, I r _ I I TECO ALL FLUSHii ul u z O ' I ; AT FINISHED "' ' cv ' CONNECTIONS ' • O m D° ; GRADE ELEVATION ' , , , ' %n O z Q 36" O.C., 12 FROM EACH CORNER z OR WALL BREAK, AND 12" MAX F1 1_ •------- •--------• •-------- - ---- ---- ° N r a o 0 ;;j I ;; � , ° ; 1 1 1 1 1 � i -I-- ; ' I,- --I-; , I 1-------'�i ; � ' z = z o It I FROM EACH SPLICE IN SILL PLATE 1 w A 1 , 24% "X24"X36° P.C. =11 1 ° ' n " ' ' u n u n n u ' 4 ' S I/2 x 111/8 _ 1 © _ 1 5 I/2 x 11 1/8_ _ _ 1 � -,— 5 I/2 x 111/8 _ ,� , 5 I/2 x 111/8 _ , _ , _ _5 1/2" xI l/8" Ji_ �L - _5 1/2"I x I I l/8" _I i - _ 5 I/2" x I I l/8"_�_ i O N p N (FROM WFCM TABLE 3.2A) INSTALL FOOTING WITH �' - - — — - _ _ _ _ _ - 1,'; �.• ,� �, U-I' PARALLAM GIRDER , , PARALLAM GIRDER , , PARALLAM CxIRDER , , PARALLAM GIRDER , , PARALLAM,GIRDER , , PARALL.WM GIRDER ' - © ; PARALLAM GIRDER ' ; u U Q u`ui w WITH 28" MIN EMBEDMENT IN 3000 -- 6x6 ACQ POST To Q' PSI CONCRETE. F— DECK GIRDER, �' 1 `-- 1 I 1) 11 Q ' BEAM POCKET •--------• •----- ---- I` ---- •------- c N fL fy (Y A N ' , -- n , n , n , , BEAM POCK ' Z Q w A d ANCHOR PER DETAIL �, ' GROUT SOLID 9 1U.' 91811 9 $ 9 6 9 $ 9 $ 9, �„ , , _ O Q A ? ' A O u~j WITH SIMPSON CB566 ' , ' GROUT SOLID ' �� O O O N Q qOj '' Q COLUMN BASE ANCHOR u�i i , °n' ; ' ; C ' ; w `4 �^ = �9 r .4 ; Ci �' F2 SEE DETAIL SHEET FOE: `� v 'I 4 a- a' I C 0 ' �, ' 36"X36"X18" DEEP 1 `�' U HIGH WIND CONNECTION o ;'o FOOTING w/ 2 LAYERS REQUIREMENTS x d; OF "4 REBAR I ' I 1 ° V O.C. EACH WAY Z 2x10 ACQ D.J. m 16 O.C. ,X ; AREA OF CRAWL SPACE = 1314 SQ. FT. " � O USE (U 8X16, MODEL 1540-510 3 FROM BOTTOM AN TOP --- 4" BEAM POCIGETS , a 1 1 , �j SMART VENTS", STAINLESS STEEL WITH 16"x8" CMU SLOG , „ ' ------- R322.2.2 ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION. , , , ' PIER, SET OF UNDISTURBED SOIL I 4 x VERIFY HEIGHT AT --____ --______ , ENCLOSED AREAS,INCLUDING CRAWL SPACES,THAT ARE , ' 0 1400 SQ. FT. OF COVERAGE PROVIDED EACH LOCATION, TYP_-- I ------------------------------ EACH _ IDn - ' ' a ; ~= INSTALL 12" MAX ABOVE GRADE I ____ -r--- ------ a - ° °' "v - BELOW THE DESIGN FLOOD ELEVATION SHALL: °� - --------------- ----------, I ' r@ -'------ a e o a D.a ' o ------- ---------- 1. I 1. BE USED SOLELY FOR PARKING OF VEHICLES, BUILDING _ ___----------------------- __----- -------- --------- - ---------------- ----- -- ACCESS OR STORAGE. ' I i -----------------------_---- a o ° ��__-- ----------Q-------- u d_ 2xIO ACQ D.J. U Q 2x0 A G I IY r a • 'a OL GQD w ' o; i '° ----- ------ 2. BE PROVIDED WITH]FLOOD OPENINGS THAT MEET THE FOLLOWING 16" O. 1 , 2x10 AG^Q D.J. u 'v (K x CRITERIA AND ARE IN, IN ACCORDANCE WITH - z ' ° ° ` ---_______ ---_---'''- , 2x10 AGQ Dy u a. X - -_----- ---- CRITERIA -- - - Q � —� oil,p to 16 O.G. OQ 1 xv Im > �' ' ' ° ----------- SMART VENT - U w o 16 O.G. m --------------- SECTIONR322.2.2.1: �' 510 A x _____________ 00 1 , 6' O" I- 1 I ' , a 1 N MODEL 1540- O O Im ' -------- a , p o a v o 2.1.THE TOTAL NET AREA OF OPENINGS SHALL BE NOT ; � � �X � �Lw I ______________ ______' � >a p `° o° a _---___; STEEL COLUMN LESS THAN 1 SQUARE]:NCH (645 MM2)FOR EACH SQUARE FOOT ;I UJ2 Q' I - r '" __------ _ o > p ° o _______________ ABOVE p < a M2) OF ENCLOSED AREA WHERE THE ENCLOSED AREA IS ', .- ----- �o ----------- ---------- (0.093 ----------- -- --------- _--- - ON THE EXTERIOR OF THE ENCLOSURE WALLS, OR ,_ _ pia°o ° e a ___--------- Q a • p — - a • [ a ; ----- -------------- MEASURED w l OPENINGS SHALL BE DESIGNED AS ENGINEERED OPENINGS '' .'' v° _° a — ----------------- ------------- THE — THE CONSTRUCTION DOCUMENTS SHALL � ; -_______--------` ��—"r'-'o"` -- p_________ _________g�,�RT ---------- AND INCLUDE A STATEMENT BY A REGISTERED DESIGN MODEL 1540-510 � PROFESSIONAL THAT THE DESIGN OF THE OPENINGS — `• 8" THICK X 5'O" HIGH •J WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC P.C. WALL ON 20" X 10" FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING POURED CONCRETE FOOTING 8'0" FOR THE AUTOMATIC ENTRY AND EXIT OF FLOODWATERS WITH (3) v4 BARS, SEE DETAIL .-- --• • AS SPECIFIED IN SECTION 2.6.2.2 OF ASCE PROVDE 5/8" ANCHOR BOLTS U 24. AT 36" O.G. 2.2. OPENINGS SHALL BE NOT LESS THAN 3 INCHES (76 �_ '�' X MM)IN ANY DIRECTION IN THE PLANE OF THE WALL. R322.2.2.1 1 -- d ILL INSTALLATION OF OPENINGS.THE WALLS OF ENCLOSED AREAS 24"X24"X36" P.G. � _ SHALL HAVE OPENINGS INSTALLED SUCH THAT: 1.THERE SHALL FOOTING WITH BE NOT LESS THAN TWO OPENINGS ON DIFFERENT SIDES OF EACH 6"x6" ACQ POST. 0 t O ANCHOR PER DETAIL ENCLOSED AREA;IF A BUILDING WITH SIMPSON C5566 HAS MORE THAN ONE ENCLOSED AREA BELOW THE DESIGN COLUMN BASE ANCHOR cry FLOOD ELEVATION,EACH AREA SHALL HAVE OPENINGS ON EXTERIOR WALLS. 2.THE BOTTOM OF EACH OPENING SHALL BE NOT MORE1210" 21'S" THAN 1 FOOT(305 MM) ABOVE THE HIGHER OF THE X FINAL INTERIOR GRADE OR FLOOR AND THE FINISHED EXTERIOR O GRADE IMMEDIATELY UNDER EACH OPENING. O 3. OPENINGS SHALL BE',PERMITTED TO BE INSTALLED IN FOUNDATION`� FLA I `� }— O DOORS AND WINDOWS;DOORS AND WINDOWS WITHOUT INSTALLED OPENINGS DO NOT MEET THE REQUIREMENTS OF THIS SECTION. n/ c{1 TOPOFF.F- ------------------------------------------------------------------------------------ W_ 2x10 ACQ D.J. U- TOP OF FOUNDATION ------------ ------------- ---- -�x1O A=-P"- -------------------------------------------- 3x10 GCA 2x10 ACQ D.3�=2xlO GIRDER S.S. TECO ACQ D.J. GRADE CONN, TYP. X 4" WIDE BEAM POCKET , RADE ENGINEER- 4" HEIGHT AND LOCATION, TYP. •------------------------------------------------------------------------------------------------------- T. •-------------------------------------------------------------------------------------------------------- w SECTION T U CSG/S ,D C7tij . n JEFFREY T. BUTLER, P.E. 1011 D m TOP OF FOUNDATION •-------------------------------- ------------------------------------------- ------------------------------------------------------------------------- � cn r' SIMPSON C5666 rW °w D G'D D'm •, COLUMN BASE ANCHOR U 'o D' D D D D cfl D LL o m ° W N Q a p GRADE a ° IN p --------------------------------------------------------------------------- -- p- ------------------------------ ---a '- -------------------- -------------- ---- ---- ---------- Q �' I A � D D ° ° D D D 'D D � D D � m •• G, ° O Z O D C ° ° ° C ° ° L ° rn a �o D 10 • D�o Do D p U O p a U1 C ° C ° z 'D • D'� ° U � G .'D D '� ° D�o � °° 4 °° ,� °° 4 °° 4 � W 111 � � `•' °° 20'"° o D o D'o . D O D cn 111 N „ „ n 4 ° 5n C° ° C° °, ° C° ° lL 3a 6 D D 6 5 0 . Do °° °' °° °' D D .'D' D o D Q . D'o D o D' - KEYWAY 4 KEYWAY C ° C ° 0 IL. O 93 D m (3) "4 BARS CONT. ° 4 ° 4 ° d l3) "4 BARS CONT. ° 4 ° Q ° 4 Z w O U O D`o • ^o D o ° R322.2 FLOOD HAZARD AREAS (INCLUDING A ZONES). AREAS THAT HAVE u D D D D D D D p 20" WIDE X 10" HIGH P.C. FOOTING °° °° °' a�°' °' 20" WIDE X 10" HIGH P.G. FOOTING °° a °° ° a�°° ° a �° a �" BEEN DETERMINED TO BE PRONE TO FLOODING AND THAT ARE NOT SUBJECT 3500 PSI CONCRETE o D o ��`o D`o 3500 PSI CONCRETE o . D`o v`o • D o TO HIGH-VELOCITY WAVE ACTION SHALL BE DESIGNATED AS FLOOD HAZARD AREAS. FLOOD HAZARD AREAS THAT HAVE BEEN DELINEATED AS SUBJECT TO WAVE HEIGHTS BETWEEN 11/?FEET(457 MM)AND 3 FEET(914 MM)OR OTHERWISE - w 1_0 �� WALL � �� DESIGNATED I3Y THE JURISD]C"PION SHALL BE DESIGNATED AS COASTAL A ZONES AND ARE SUBJECT TO THE REQUIREMENTS OF SECTION R3223.BUILDINGS AND STRUCTURES CONSTRUCTED IN WHOLE OR IN PART IN FLOOD HAZARD AREAS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTIONS R322.2.1 THROUGH R322.2.3. O /w NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS TO 5'011 211511 171011 301711 1ENGINNER FOR APPROVAL PRIOR TO STEEL FABRICATION *COORDINATE EXACT BEAM LOCATION AND PACK OUT ON STAIR SIDE TO ACCOMDATE RAIL CHOICE BY OWNER, CONSULT ARCH. (3)2x10 HDR. go 011111,1191111pq 77- 7-777-777 7777, (3)2x10 HDR. (3)2x10 HDR, (2)I 3/4" X 16" r o o (3)2x10 HDR. Q 4"x4'x3/8" , FLUSH HDR. N w N N i �i (K Q Y T.S. COLUMN, BOLT TO STEEL T- X I BATH � _ QT ll`` - 1 1 I 1 1 1 I O Q BEAM ABOVE, �f, , ' v �' x CV O tD N O WRAP PER ARCH ; LAUNDRY `r , J /\ r" oz N DRAWINGS I I 1 _ `J ,� ~ d) SIMPSON HB5 5.5 /16 �9 _ ---y----+----+- 1LU 11 CONNEG OR I 51/4"x16 PARALLAM F.J.'(SEE OTE ABOVE)— - — - Q (3)2x1 HDR. TT,t'6xu` (Y 0 12 0 - - - - - 1- - - - - - - - - I , 1 O ' Q ; 'FknoR ul 2x6 WALL W/ I/2" AC PLYWOO O Q a A �j SIMPSON iL i NATCH 1 p ON DEN SIDE z U tj z0 OIA I = I 'n o HB5 5.50/16 I _-• � ' 1 -� En uj , CONNECTOR N to 2x12 ACO so, , �9 ~ 4 gl6" O.G. QI I 0. TECO ALL FLUSH I °O ,n �? o I U p US IL = , ul CONNECTIONS Q 5 114"x16" PARALLAM F.J. _ (2)2x10 HDR. O IK ulwff " n 1x , Q �I� 0. ------------------ -__ - - - -_ - - - - - - - --- -------- =9 (2)2x10 HDR. m I; z w p Q O � Q --1_.O. FLOOf2 ABOVE � � 1 Q WOOD DECK 0111cli GREAT ROOM Q ut 1 _ lu SIMPSON HB5 5.50/16 Q o DEN �, m (PER AGREEMENT) QI N F I X 9'O" CLG. HGT. m I CONNECTOR an o M 9'O" CLG. HGT. i d' N 't' an 1 i 4I Q Q' XI :I ; (2)2x10 HDR. (2)2x DR. } ' 4 O .9 w '� � :> I 'O �' 5 �IO (I V w' - ~ �I�Q DINING ° U- Q'> 3 ;� OPEN TO ABOVE I ;O u1 1 AI -I, 0.I N ' �' LL 1 K � 1 - - I' 4• ' L O 0 FARING WALL �'IQL 1 N' V '_j ' O ❑ 8 4 , , w ----�, I, 1I �I cl R1 ; I vE u1 m, HDR- U)m �� (3)2x1 ' ' 11 1/4"x9 1/4" PARALLAM HDR , w N I COVERED WOOD DECK I; (PER AGREEMENT) w X. LL , 1 I 4"x4'x3/8" I ;1 FLUSH HDR USE SIMPSON MIT 1.81/16 HANGERS T.S. COLUMN, �I ' N I I 3 1/2"x16" PARALLAM– – BOLT TO STEEL ' y� j – – – – – – – – – – I ' o YR, 7 '1 – – – – 4"x4'x3/8" BEAM ABOVE, I I' I ' "" _ – – – – – 5 1/d"x5 1/4" T.S. COLUMN, WRAP PER ARCH ' � " DRAWINGS ' --"- 5 1/4 L 1/4 PARALLAM '1 S I/4"x5 1/4'I PARALLAM COLUMN USE SIMPSON RPBZ WITH 5/8" PARALLAM COLUMN ANCHOR BOLTS OUTDOOR ' ', AT BOTTOM AND BC6 , AT TOP, TYP. SHOWER , OL I 1 11 1 , 1 • � 4 Lu FIRST FLOOR FLAN w `4 m � � r 12 t 2x10 R.R. 9 16" O.C. 4 X ------ O w O fil z If 7/8" TJI 360 G.J. 6 16" O.G. ` (� SIMPSON LUS28-3 TECO PACK OUT AS REQUIRED (3)2x6 POST (3)2x6 POST -------- 5 1/4" X 5 1/4" PARALLAM COLUMN L 1 4"x4'x3/8" 1 �/ WEAVE HEADERS AT CORNER IL T.S. COLUMN, (2)2x10 HDR 1 (2)2x10 HpR. (2)2x10 HDR 77:7 T777710 1,. STRAP HEADER TO POST tu BOLT TO STEEL _ — _ �–5 I/4" X 5 I/4" PSL (,COLUMN l3)2xld HDR FLUSH ' � ' BEAM BELOW, , � fY ASA Uf=6ET HEADER DETAIL WRAP PER ARCH I I O I BATH Q pi DRAWINGS cp , Lj 5 I/4 xli /8' P R LL M P ET D \/ U O Q ENGINEER: s E ET 'LT. /\ 0 o , O F ASTER BATH ° U D w °, �/ � �) ' Q 1x v ---- - ollo o —llo o (2)2x10 HDR. A 18'0" CLG. HGT. \ / f )t J- 11 - Q .. ' O W 8x58 FLUSH WITH 2x10 (RIP) ACQ I co 1:°j V �� ?34 3 TDP AND BOTTOM PLATES BOLTED WITH _ _ = 0 8 0 CLG. HGT, (2) I/2" SLEEPER BOLTS EVERY 16" D.C. U (3) 2X6 n �_ _ — (2)2x10 HDR. (2)2x10 HDR. PACK OUT AS SHOWN _ FLUSH I `-9 IL�q I v U Q Q SIMPSON HB5 3.50/9.5 ( Q '� _ (2)2x10 HDR. (2)2x10 HDR. JEFFREY T. BUTLER, P.E. CONNECTOR I ` _ Q 2 IDGnE 2x12 RIDGE r- s=` = Imu�t u�� I I O - — -— - — - - - - - m - - -2x1 R _ � — _ _ - -r - - - - - - - A m ° ° -- (Y 3 I/2 x7 I/4 PARALLAM C.J. o ca O --_--_--_---- I _� - OPEN TO BELOW 2x12 ACO � ,Q O IX - 2x12 RIDGE — - — _ — - — - — - —� - — _ m Q - ATTIC ACCESS W F- m , ,I '� \ ATTIC ACCESS .' . DOUBLE FRAME U O d.C.=� A I a n I U DOUBLE FRAME _ r r X ly ro , HVAC dSIZESOPRIORY W N O a O CONTRACTOR TO VERIFY � LL a o' ,, Q U I' ' ,� HVAC UNIT SIZES RIDR U O l q , -4 O �I � U �;:+ P O – N TO FRAMING ATTIC OPENINGS ❑ N z O TO FRAMING ATTIC OPENINGS - U _ cp Q cz (Y – (3) 2X6 Q a Q 1' U F II = – W BEDROOM BEDROOM O SIMPSON 2X12 SS �q � FLUSH Q v Q 1 � 1, LL 1 11 ^ m � -' Q ' Q (Y ' cp � '� rx, (K 8'O" CLG. HGT. ca 2 � 2 � 8'O" CLG. HGT. TOP MOUNT TECO - I r 0 c0 I i ` r �j Q (L/ (� } O z c0 r ,1 1I x - (1L Z O Z K m II II '' II I~ x 1 11 151511 O O o 5-5 ?,— I l.F 1"C DETAIL HEADER w �' ~ x I I ,' � o 13 10 0LL 9 x v F m ❑ --3 I/2"xI 1/4" PARALLAM G.J _ A �x lU z U r SIMPSON H55 3.50/9.5 I 0 I� n m ❑ 0 O W X i CONNECTOR ' N _ � 51/4" X 5 1/4" PARALLAM COLUMN W v �_ �- 1 ' MASTER BEDROOM I `' _ - (3)2x10 HDR WEAVE HEADERS AT CORNER O V V 0 4"x4'x3/8" I I TRAY CLG. T.S. COLUMN, , (2)2x}0 HDR � (3)2x10 HDR STRAP HEADER TO POST � l3J 2X6 (2)2x10 HDR BOLT TO STEEL - - O LL a BEAM BELOW, WRAP PER ARCH 5 1/4" X 5 1/4" PARALLAM COLUMN O DRAWINGS WEAVE HEADERS AT CORNER w (3)2x6 POST STRAP HEADER TO POST OU N o -SECOND FLOOR PLAN F A GE : 2 of ro STAGGER FASTENERS TABLE R507.2 IN 2 ROWS DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD= 10 PSF,SNOW LOAD<40 PSF) °DISTANCE SHALL BE PERMITTED TO 0 5.5"MIN.FOR 2x8 BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5.5"MIN.FOR 2x10 ARE USED OR BOLT SPACING IS CONNECTION DETAILS 5"MAX. 7.5 MIN.FOR 2x 12 REDUCED TO THAT OF LAG SCREWS 6'and less 6'1 to 8' 18'1"to 10' 10'1"to 12' 112'1"to 14' 114'1"to 16' 116'1"to 18' O O Q 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS. ON-CENTER SPACING OF FASTENERS 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATIIING,(C,D) 30 23 18 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.2.1(1) MAXIMUM SHEATHRING,(E)BOLT WITH I -INCH 36 36 29 24 21 18 16 FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: I INCH=25.4 MM, I FOOT=304.8 MM, I POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. 2x4 CONTINUOUS DECKING D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. LATERAL BRACE AT 6'O.C. E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASIIERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. —TRUSS OR CEILING JOIST 2-IOd NAILS - APPROVED JOIST HANGER TABLE R507.2.1 GABLE END TRUSS 2"MI PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 2x LEDGER WITH FASTENERS IN ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING NAILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS AT 6"MAXIMUM ON CENTER TO JOIST WITH HOLD-DOlo Simpson Strong-Tie DTT2Z TOP EDGE BOTTOM EDGE ENDS ROW SPACING z lo lo I O TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 1 5/8 INCHES(B) w FLOOR JOISTS BAND JOIST(C) 3/4 IN 2 INCHES 2 INCHES(B) 1 5/8 INCHES(B) Simpson Strom-Tie , � DTTI'L HOLD DOWN AT 4 LOCATIONS,EVENLY DISTRIBUTED FOR SI: I INCH=25.4 MM I 10-8d ALONG DECK AND ONE WITHIN 24"OF EACH SHALL FULLY LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL NAILS SHA END L FULLY ENGAGE DECK JOIST PER THE LEDGER.HOLD DOWN DEVICES RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). HOLD DOWN MANUFACTURER. + + + + + + B.MAXIMUM 5 INCHES. C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. 5d COOLER NAILS AT 10"O.C. + + + + D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.I(1). A FULLY THREADED 3/8"DIAMETER LAG 2"x4"BLOCK NAILED TO EACH SCREW PREDRILLED w/MIN.3"PENETRATION BRACE WITH 4-10d NAILS TO CENTER OF TOP PLATE,STUDS,OR HEADER N W O GYPSUM BOARD ol FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS FLOOR JOIST DECK JOIST 5d COOLER NAILS AT 7"O.C. i W 20 GAUGE STRAY (FLOOR JOIST PERPENDICULAR TO DECK JOIST) 10-8d NAILS FIGURE R507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS ENDWALL STUDS GABLE ENDWALL BRACING TOP PLATES (WFCM FIGURE 3.7a) EXTERIOR OR BEARING WALL U. ENDWALL GISTS STUD X A A u LLL BORED HOLE MAX DIAMETER 60% NOTCH GREATER THANu— BLOCKING 16d NAIL AT 24"O.C. GYPSUM BOARD � 50%OF THE PLATE WIDTH � O O OF STUD DEPTH BLOCKING F 1— 5/8"MIN.TO EDGE — �° O N 16 GAGE 0.054")AND 1.5"WIDE r. 5/8"MIN.TO EDGE METAL TIE ACROSS AND TO EACH SECTION A-A ( —1 Y - (k SIDE OF THE NOTCH WITH 8-16d 0 NAILS EACH SIDE WOOD STRUCTURAL PANEL _ NOTCH MUST NOT EXCEED INSTALLED IN ACCORDANCE X O M 40%OF STUD DEPTH 8d NAIL AT 6"O.C. ia WITH NAILING SCHEDULE U- FLOOR BRACING AT END BAYS (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) z LL uj TOP PLATES (WFCM FIGURE 3.7b) ^' 8d NAIL AT 12"O.C.ON ALL � Q' FRAMING MEMBERS NOT AT w BORED HOLES SHALL NOT PANEL EDGES ff BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. (a) OUTSIDE CORNER DETAIL CROSS SECTION OF CUT OR NOTCH IN STUDLu 8d NAIL AT 6"O.C. GYPSUM BOARD 12"MAX. (ALL PANEL EDGES) TOP PLATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON ENGINEER-� NOTCHING AND BORED HOLE LIMITATIONS SHEAR WALL REQUIREMENTS �,� OF NEI, �J-` WOOD STRUCTURAL PANEL ��Y T, 6� O� FOR INTERIOR NONBEARING WALLS INSTALLED IN ACCORDANCE (WFCM 2015 SBC HIGH WIND EDITION) � 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE NO CEILING (TABLE 3.1,WCFM HIGH WIND EDITION) Ly RAFTERS AND CEILING CENTER 2x 8d NAIL AT 6O.C.ON ALL DIAPHRAGM BLOCKING m JOISTS OR APPROVED ON SHEATHING JOINT " 1J �I REQUIRED EDGES ANDE2`�O.CSON ALL O ��34 3 � ROOF TRUSS to 15/32 WOOD STRUCTURAL PANELS A '`? ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWALL REQUIREMENTS PANEL EDGES TOP PLATE SECOND STORY TOP PLATE- SEE DRILLING AND GABLE ENDWALL, BALLOON FRAMING (U)INSIDE CORNER DETAIL JEFFREY T. BUTLER, P.E. NOTCHING PROVISIONS EXTERIOR CORNER FRAMING JOIST IS PERMITTED TO o BE CUT OR NOTCIIr:D PREFERRED METHOD o TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SEE DRILLING AND SEE DRILLING AND U O > BOTTOM PLATE NOTCHING PROVISIONS N ° NOTCHING PROVISIONS z WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATE cv p a z 1/3 SPAN 1/3 SPAN Q Q �, � M SECTION 3.3.1.1.1 c`i STUD0 _ m O O p 0 JOIST ENDS TO BE O 61 Q -r BLOCKED AGAINST w — m ROTATION IN ACCORDANCE AIR HANDLER BORED HOLE MAX FOR BLOCKING RIPPLE STUDS Q O —� WITH WFCM 3.3.1.3-END RESTRAINT STUD TO RAFTER CONNECTION z z DIAMETER 40% TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING a OR FLOOR TO FLOOR CONNECTION Q � v � OR BLOCKING SEE WFCM SECTION 3.3 HEADER O OF STUD DEPTH DEPENDING ON CONDITION,SEE LLL u DETAILS ON SHEET 7 OF 7 THIS SET 1 5/8"MIN.TO EDGE BEARING HEADER TO STUDS II - = 0 ca ul z FULL LENGTH ' S/g"MIN.TO EDGE --�—� �'= ===� — 6 G.T. g I6" o.G.' — Ilj 0 WALL G `G = _ U 11/2" X 1 1/2" 12 sAUGE LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS (f) U v STRUT CHANNEL til F- v NOTCH MUST NOT EXCEED BOTTOM PLATE SUPPLY RETURN WITH 1/2" THREADED ROD, O U 0 25%OF STUD DEPTH NOTE: CL N BAND JOIST TYP 3 PLACES tai. OR BLOCKING UPLIFT CONNECTION IS REQUIRED ct) - NOTCHES SHALL NOT BE O 0 _____________________ AT EACH END OF HEADER AND LOCATED IN MIDDLE ONE-THIRD JOIST __, ___ __ __ GALV SHEET METAL DRIP PAN - OF STUD LENGTH SILL PLATE , , , , , , AT BOTTOM OF HEADER STUDS IN WITH DRAIN AND TRAP O v Qj a : ADDITION TO CONNECTORS AT C��TPLIFt, = IF HOLE IS BETWEEN 40%AND 60% CRAWL SPACE � ' ' COVNECTV� ' ' WALL STUDS AND AT TOY AND OF STUD DEPTH,THEN STUD MUST SUBFLOOR i R UIRED i i BOTTOM OF CRIPPLES Q a BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN OR BASEMENT �Q U a BE LOCATED IN THE SAME TNN70 SUCCESSIVE STUDS ARE • FOUNDATION . Q CROSS SECTION OF CUT OR DOUBLED AND SO BORED NOTCHINSTUD BORED —STUD D ATIONPLAT /FOUNDE � AIR HANDLER INSTALLATION HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD IN PLATE/FOUNDATION: PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 lOd NAILS IN STUD AND 4 lOd NAILS IN PLATE • NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHDS AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT c TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS (WFCM 2015 SBC HIGH WIND EDITION) COPYRIG=HT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P,E., P.G. 3 I/2" STUD/POST (3) • • O e • a e • • e 16 5/8" o 0 D e PILOT HOLES FOR • • MANUFACTURING e PURPOSES e p FLOOR JOIST p PRESERVATIVE-TREATED HDLI ROD THREADED BARRIER MAY BE ROD 0 REQUIRED ° 0 0 I e 0 0 e • ° 0 e 0 ° 0 e 0 0 e i VERTICAL NDU INSTALLATION N i FOR HOLDOWNS, PER ASTM TEST STANDARDS, I w tX ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT PLUS I/3 TO I%? TURN WITH A HAND WRENCH, TYPIGAL HDU TIE (BETWEEN FLOORS WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT. IMPACT WRENCHES SHOULD NOT EE USED, HDU5 DETAILS Z c� w MANUFACTURED BY SIMPSON m m STRONG-TIE COMPANY, INC. w NOT TO SCALE 0 x m rw m oo i i U Q-- X d LL lu PROVIDE DOUBLE STUD � u�i � m AND SIMPSON HDUS FLOOR IV TO FLOOR CONNECTOR a PER DETAIL SHEET (TYPICAL \Z aC-11 X tu CIS o IL IL ENGINEER- OF" OF 1 117 Ar 4 �.> 4 93 c S'UIONP JEFFREY T. BUTLER, P,E, p m O W m z � � IL a m w O a - ❑ [� 7 q ,q o r r � }— u w a LJ- La a ❑ LU :Z 1 ❑ lu a U a m � I w U) a � I= V Om ° 0 LL SHEAR WALL KEY oc I z NOTE: FOR SHEAR WALLS HUNTER SIP/WD FASTENER N o AT ALL EXTERIOR WALLS AND WHERE NOTED HUNTER 1/2" GDX WITH INSULATED PANEL. ATTACHED WITH HUNTER SECOND FLOOR T r"')O�� OC "�'�Q�CJ a SIP/WD FASTENERS WITH 1 1/2" MIN PENETRATION INTO WOOD +-� (4 O.C. AT PANEL EDGES AND 6� O.G. FIELD) STUDS AT 1611 O,C, MAX, PAGE & SCALE: 1/4"=1r0" SHEAR WALL DESIGN:WFCM 2015,EXPOSURE B,TABLE 3.17D AND E(PERFORATED) INTERPOLATED AND ADJUSTED FOR ROOF PITCH AND PLATE HEIGHT TO RIDGE TIE DOWN LOADS FROM TABLE 3.17F(WORST CASE=3924,5650 LBS RESISTANCE PROVIDED) O THE DESIGN OF THIS STRUCTURE IS BASED UPON TILE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 13/4"MINIMUM , Simpson Strong-Tic WOOD FRAME CONSTRUCTION MANUAL,(WFCM)PUBLISHED BY THE 1,ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, EDGE DISTANCE BI H-2.5 CLIPS @ 16"O.C. Nailing Schedule (Table 3.1-WFCM 2015) AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION.AND NON-STRUCTURAL ELEMENTS ARE BASED UYON 2015 IRC WITH 2017 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF USE 9-8d NAILS PUBLISHED BY NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED DN THIS PROJECT. AT EACH STUD Number of Nails FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE ON COVER SHEET. Joint Description Nail Spacing ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES 5-IOd ROOF FRAMING WIND LIMITATIONS-SECTION R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT NAILS Rafter to To Plate(Toe-nailed) 2-16d per rafter REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. Top FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) Ceiling Joist to Top Plate (Toe-nailed) 3-8d per rafter DEAD LOAD-SECTION R301.4 Ceiling Joist to Parallel Rafter(Face-nailed) 3-10d each lap LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND p 0 Ceiling Joist Laps over Partitions (Face-nailed) 3-10d each lap FLAME SPREAD INDEX R302.10 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE 0 FIRE BLOCKING R302.11 OF GOOD QUALITY.FREE FROM FAULTS AND DEFECTS FOR A PERIOE OF ONE YEAR FROM = 4" Collar Tie to Rafter(Face-nailed) 3-8d per tie FIRE BLOCKING MATERIAL R302.9.1 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. Blocking to Rafter RaTo ) e-nailed 2-8d each end FIRE PROTECTION OF FLOORS R302.I3 ( 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, '(i LIGHT AND VENTILATION-SECTION R303 0 Rim Board to Rafter End-nailed) 2- 16d each end TECHNIQUES,SEQUENCES OR PROCEDURES.OR FOR THE SAFETY PRECAUTIONS AND MINIMUM ROOM AREAS-SECTION R304 (1� 0 - ,• � WALL FRAMING CEILING HEIGHT-SECTION R305 PROGRAMS IN CONNECTION WITH THE WORK.AND HE SHALL NOT BE RESPONSIBLE FOR Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot SANITATION-SECTION R306 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE ll% - 4 L �/ 4° • d Top Plates at Intersections(Face-nailed) 4-16d joints-each side TOILET BATH AND SHOWER SPACES-SECTION R307 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESP014SIBLE FOR THE ACTS GLAZING-SECTION R308 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS 5-IOd Z\Stud to Stud(Face-nailed) „ n ( ) 24" O.C. GARAGES AND CARPORTS-SECTION R309 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE NAILS SEE PLAN Header to Header(Face-nailed) 16d 16" o.c. along edges EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION 8310 ENGINEER. EXITS-SECTION R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS a STAIRWAYS-SECTION R311.7 ° �° �° � �° � �° �. � � TO or Bottom Plate to Stud End-nailed 2-16d per 2x4 stud INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) d <I 4 <I <1 Top ( ) p HANDRAILS-SECTION R311.7.8 G /n� •'r n n ^ 3-16d per 2x6 stud GUARDS-SECTION R312 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE G, G, 'p L, 'Q L,`/� D N Y_ 4-16d per 2x8 stud SMOKE.ALARMS-SECTION R314(SEE NYS 2017 SUP) LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. TEE ENGINEER SHALL BE ° 0 . O CARBON MONOXIDE ALARMS-SECTION R315(SEE NYS 2017 SUP) A NAMED INSURED ON ANY AND ALL POLICIES. Z-\ r> p p > p _ p p N Z FOAM PLASTIC-SECTION R316 �:, p Q Q BOttOttI Plate t0 Floorjoist,Bandjoist, 2_16(1(1 2) per foot DWELLING UNIT SEPARATION-SECTION R302.6 �� r�_; 4 4� 4 4° Y O 6.PROVIDE COPPER TERIv1ITE SHIELDS OVER FIBROUS INSULATION AT ALL PEP.IMETEP.SILLS. SIMPSON G I I t 4 EndjoistorBlocking(F:ace-nailed) PROTECTION AGAINST DECAY-SECTION SI1 II SON STRO G- I IE d /� /� /� FLOOR FRAMING PROTECTION AGAINST TERMITES-SECTION R318 I II I 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE 7 `' ^ L' ^ L' 1 z SITE ADDRESS-SECTION R319 CREOSOTED. Q HURRICANE i/ /(1�I Z I > > _ ° ly D Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist ACCESSIBILITY-SECTION R320 V r� I�f� l.if-'tl�4 Q D D D _ D D U O Bridging Joist Toe-nailed 2-8d each end FLOOD RESISTANT CONSTRUCTION-SECTION R322 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH �J o o U g g to ( ) BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. � Blocking to Joist(Toe-nailed) 2-8d each end 4 o Blockingto Sill or TO Plate Toe-nailed) 3-16d each block FOUNDATIONS-CHAPTER 4 d D C U w p ( DESIGN RASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANIrALLY VENTILATED d � 4 fl Ledger Strip to Beam (Face-nailed) 3-16d each joist AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL AS PER NEW YORK STATE CODE. - D ° 13 0. D Joist on Ledger to Beam (Toe-nailed) 3-8d perjoist MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE.FOR ALTERNATIVE FOOTING AND WALL TO FOUNDATION 16 O FOUNDATION WALL DESIGN. 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED _5 N Band Joist to Joist(Er'd-nailed) 3-16d per joist AIR-TEMPERATURE OF0DEGREES F.AND 15 MPH WIND. CONNECTIONS � ,o Band Joist to Sill or To Pla:c Toe-nailed 2-16d per foot FOUNDATION NOTES: Simpson Strong-Tie Lh ROOF SHEATHING 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF i Structural Panels 10d SEE TABLE BELOW 8"POURED CONCRETE,FOUNDATION WALL,8'0"HIGH,3000#TEST THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNE AT THE SSTB28 WITH BP Diagonal Board Sheathing MINIMUM DEPTH-SECTION 403.1.4.48"MINIMUM COVERAGE TO TOP OF FOOTING COMPLETION OF THE JOB. 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST " " " "' 2_ 2-1 1/4"X 11 7/8"MICROLAM GIRDER(OR 3'/z"X 11 7/8"POWER BEAM) 1 PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE 1 X6 or 1 x8 8d per support ANCHOR BOLT DETAIL 1°x 10" 01'W1deY 3-Sd per support 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. CEILING SHEATHING DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS.3000#TEST 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. Simpson Strong-Tie Gypsum Wallboard I 5d coolers 7" edL'e/ 10" field DECK AND PORCH FOOTINGS AS NOTED,3000#TEST,48"MINIMUM BURIED DEPTH CS16 11/a"COILED STRAP- WALL SHEATHING FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE 14.ALL WORK TO CONFORM To THE RULES AND REGULATIONS OF THE NEW YORK 16"O.C.USE 4-8d NAILS z Structural Panels 1 Od SEE TABLE BELOW ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE AT EACH STUD,WRAP NO FOOTING SHALL BE SET HIGHER TI IAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. N Fiberboard Panels UNDER SILL PLATE w POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER MIN OVERLAP IS 12" 7/16" 6d 3" edge/6" field PROVIDE 3 1/2"STEEL LALLY COLUMNS 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EYCEEDS THE )- BACKFILL-SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT CODE'S MINIMUM STANDARDS. f0 25/32" $d 3" edge/6"field STRENGTH AND HAS BEEN ANCHORED To THE FLOOR ABOVE.OR HAS BEEN SUFFICIENTLY w BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND 00 L Gypsum Wallboard 5Cl 0001 Ct'S 7" edge/ i�" field SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR t 0 Hardboard oo 6" ed e/ 12" field FLOORS-WFCM PRESCRIPTIVE METHOD WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED 00 TO g FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. w Particleboard Panels 8d 6" edge/ 12" field DRAFTSTOPPING-SECTION R502.12 ° wDiagonal Board Shcathiug PIREBLOCKING-SECTION R502.13 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE NOTE: 1A INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, STRAPS MAY BE 1"xG"or 1"x8° 2-$d per support e , 00 co p 1 p FLOOR CONSTRUCTION: CONTRACTOR OR LOCAL BUILDING DEPARTMENT. PLACED EITHER i"X 10" or Wider 3-8d per support 3/n"ADVANTECH(HUBER)ENGINEERED WOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM FLOOR SHEATHING FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS.SPACING AS NOTED UNDER TH OVER 0 Structural Panels FASTEN PER TABLE 3.1 WFC UPLIFT-CONTINUOUS PATH CONNECTORS WFCM SHEATHING , , , , 1" or less 8d 6" edge/ 12" field 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL USE SIMPSON STRONG-TIE CONNECTORS B • e g FINISH FLOORS PER AGREEMENT FOLLOW PRODUCT SELECTION GUIDE AND z greater than 1° 10d 6" edge/6" field INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0 Diagonal Board Sheathing WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD CONSTRUCTION CATALOG C-HW02 „ „ " n WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED I X6 Or 1 XE 2-8d pel SllppOrt IN ACCORDANCE WITH TABLE 3.1 WFCM ANCHOR BOLTS IN FOUNDATION USE: i"X 10" or Wider 3-$d per support OVERHANGS AS NOTED SSTB28 WITH BEARING PLATE,SEE FOUNDATION VAPRO SHIELD REVEALSHIELD SA NOTES FOR SPACING ' SIDING:SEE ELEVATIONSV 1/2"CDX SHEATHING(MIN REQUIREh1ENT) SILL PLATE TO RIM JOIST USE: 0 0 �,, .SEE FASTENING SCHEDULE,TABLE 3.1 WFCM LTP4 16"O.C.AT EXTERIOR PERIMETERi � 0 0 ' � ' , i' alternate Connectors,such as shear plates, shall be used to maintain the load path. 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE AND GARAGE/HOUSE COMMON WALL '• m i U- 5/8"GYPSUM WALL BOARD USE 4 8d NAILS AT EACH END X ' 0 0 • I Y'I ` x 5/8"TYPE X GWB IN GARAGE reduced to 1-16d nail per fool. LL 5/8"MR GWB IN WET AREAS GARAGE STUD TO GARAGE SILL PLATE USE: 0 00 , • Q AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE SSP CONNECTOR AT 16"O.C. to JOIST HANGERS,HOLD DOWN CLIPS,ETC.SHALL BE SIMPSON STRONG-TIE CO.,INC., OR APPROVED EQUAL(SECURED WITH EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING USE 4 8d NAILS AT EACH END - LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) of I LU ctl O ANNULAR NAILS,ETC.AS PER MANUFACTURER'S SPECIFICATIONS)FOR ALL FLI,SII STRUCTURAL CONNECTIONS. PROVIDE FOR NON-BEARING WALLS. RIM JOIST TO STUD CONNECTION USE: 00 ) v SADDLE-TYPE,HEAVY DUTY BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS,FASTENERS,ETC.SHALL BE FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 MTS 12, 111 16"O.C. m r STAINLESS STEEL. PROVIDE WELDED STEEL CONNECTIONS FOR ALL FRAMING HANGERS,ETC.AT STEEL BEAMS,COLUMNS,ETC. 00 +�- = r WELDEDUSE 4 8d NAILS AT EACH END ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD N r ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) FLOOR TO FLOOR CONNECTION USE: FASTENERS PER SHINGLE(SECTION R905.6) MSTA 36, 16"O.C. Simpson Strong-Tie �/ 1 n JU UNDERLAYMENT APPLICATION(SECTION R905.2.7) USE 4 8d NAILS AT EACH END CS 16 11/4"COILED STRAP- O \D -1 FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) FOR CANTILEVER CONDITION USE MTS 12, 16"O.C. 16"O.C.USE 4-8d NAILS SILL PLATE TO RIM JOIST AND UNITS HORIZONTAL(17-PERCENT SLOPE), USE 4 8d NAILS AT EACH END AT EACH STUD UP TO FOUR (UNITS VERTICAL 1N TWELVE(12)UNITS MIN OVERLAY IS 27" RIM JOIST TO STUD CONNECTION z t1) qJ (Z � HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENTTHEFOLLOWING RAFTER TO STUD CONNECTION USE: FLOOR TO FLOOR CONNECTIONS SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. MTS 12,EACH ROOF RAFTER � APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL USE 8 16d NAILS AT EACH END U1 WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY O O TO HOLD IN PLACE. RAFTER TO RIDGE TO RAFTER CONNECTION USE: Cv STARTING AT THE EAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF CS20 USE 8-8d NAILS 1N EACH END LU OL UNDERLAYMENT.OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), AT EACH ROOF RAFTER AT AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. I/2"SPACING BLOCKING 24"O.C. FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS DECK POST TO CONCRETE CONNECTION USE: ALLOWS -� p .C.ALLOWS L ICE PROTECTION(SECTION R 905.2.7.1) YBS44A FOR EACH POST-USE 14-16d NAILS HOLDDOWN INSTALLATION HOLDDOWN IL INSTALLATION I 1 1 UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) DECK POST TO GIRDER CONNECTION USE: J-L L FLASHING(SECTION R 905.2.8) PC44 FOR EACH POST §RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT SIDI ANTALL --� CHIMNEY'S AND FIRESPACES-CHAPTER 10 EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT GIRDER TO DECK JOIST CONNECTION USE: (0.48 KN/M2)FOR FLOOR ASSEMBLIES.EXCEPT AS FURTHER LIMITED BY 7 ]MECHANICAL-CHAPTER 12 NITS 12 @ EACH JOIST §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: ENCxINEER: GENERAL MECHANICAL SYSTEMS-CHAPTER 13 ENDWALL O if HEATING AND COOLING EQUIPMENT-CHAPTER 14 PORCH POST TO DECK USE: 1,FIFTEEN PSP(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. i 01 EXHAUST SYSTEMS-CHAPTER 15 2-AC4 -USE 14-16d NAILS HOLDDOWN O DUCT SYSTEMS-CHAPTER 16 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED (HDU5) 0 CORNER STUD COMBUSTION AIR-CHAPTER 17 PORCH POST TO GIRDER USE:2-AC4 STEEL WALLS. O Q CHIMNEYS AND VENTS-CHAPTER 18 USE 14- 16d NAILS CONNECTED TO � � TRANSFER SHEAR PLUMBING-PARTVII 3.TEN PSF(0.48 KN/M_)FOR INTERIOR LIGHT-FRAME'A OOD WALLS. O PORCH ROOF RAFTER TO GIRDER USE: O O 2-16dCOMMON C) { MTS 12 AT EACH ROOF RAFTER 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED - _- STEELWALLS. O HOLDDOWN NAILS AT 10"O.C. 2r �t O (HDU5) O 5.EIGHTY PSF(3.83 KN/M21 FOR 8-INCIi-THICK(203 MM)MASONRY �O 3 WALLS. ® A 7 4 9 ,' CORNER STUD - i TABLE R301.6 2-16d COMMON R 0 6.EIGHTY-FIVE PSF(4.07 KN/h12)FOR 6-INCH-THICK(152 MM)CONCRETE CONNECTED TO SS1C1 .' TABLE 3.213 (WFCM-2015) MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE NAILS AT 6"O.C. O _ �--` SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS PER SQUARE FOOT OF HORIZONTAL PROJECTION WALLS. O TRANSFER SHEAR JEFFREY T. BUTLER, P.E. TABLE R301.5 TRIBUTARY LOADED EXCEPTION:ROONCEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 MAXIMUM ANCHOR MAXIMUM ANCHOR MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) AREA IN SQUARE FEET KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED BOTTOM PLATE TO FOUNDATION FOUNDATION OR ANY STRUCTURAL THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN 0 BOLT CONNECTION RESISTING SUPPORTING BOLT SPACING(IN.) BOLT SPACING(IN.) USE LIVE LOAD ACCORDANCE WITH TABLE RR30L2.2.4. O (1/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) MEMBER EXTERIOR BALCONIES 60 W t- m DECKS 40 0 TO '01 TO OVER PASSENGER VEHICLE GARAGES 50 z N w ROOF SLOPE zoo -600 600 O W CV 0 a LATERAL AND SHEAR LOADS 1-3 STORY 31 48 ATTICS WITHOUT STORAGE 10 FLAT OR RISE LESS THAN 4INCHES PER FOOT 20 16 ]:2] HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, n Ct Q ATTICS WITH STORAGE 20 (1:31 ROOMS OTHER THAN SLEEPING ROOMS 40 '^ RISE 41NCHES PER FOOT(1:3)TO LESS THAN 16 14 12 v J lM O O U O SLEEPING ROOMS 30 12 INCHES PERFOOT(1;1) AND WINDOW AND DOOR OPENINGS W 13 6) o NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE$l'SIMPSON,SEE DETAIL STAIRS 40 RISE 12 INCHES PER FOOT(1:1)AND GREATER GUARDRAILS AND HANDRAILS 200 12 12 12 s °o (FLOOR TO FLOOR&FLOOR TO Q 0 fn z FOUNDATION;WFCM FIGURE 3.8a& 3.8b) z O TABLE R402.2 TABLE R301.7 ( LL O Li O Q TABLE 3.10 (WFCM 2015) MINIMUM SPECIFIED COMPRESSIVE ALLOWABLE DEFLECTION RIDGE TENSION STRAP L- _ ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS OF STRUCTUAL MEMBERS o CS20 USE 8-8d NAILS ❑ U l'3 O (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) STRENGTH OF CONCRETE IN EACH END AT ❑ W O Z N EACH ROOF RAFTER 111 � O STRUCTURAL SHEATHING MAXIMUM NAIL SPACING MINIMUM SPECIFIED STRUCTUAL MEMBER ALLOWABLE ❑ p� � F SHEATHING LOCATION STUD SPACING W OR PANEL SIDING FOR 8d COMMON NAILS DEFLECTION " (SEE NOTE 1) (INCHES,O.C.) U `o COMPRESIVE STRENGTH (F C (n 1.t1 f= u RPB /8 (SEE NOTE 3) (INCHES,O.C.) ANCHOR BOLT �t RAFTERS HAVING SLOPES GREATER THAN 3/12 O U O E 6 WEATHERINNG POTENTIAL WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 '. U_ 4'PERIMETER EDGE ZONE 16 F 12 TYPE OR LOCATIONS OF INTERIOR WALLS AND PARTICIANS H/I80 '• Q d Q O E 6 CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE • • o p o o c 5 1/4"xB 1/4" rr INTERIOR ZONE 16 O F F 12(SEE NOTE 2) FLOORS AND PLASTERED CEILINGS L/360 ° ° QO PARALLAM RAFTER �- z BASEDIENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT 4 ° i- GABLE ENDWALL RAKE AND RAKE TRUSS F EXPOSED TO THE WEATHER 2,500 2,500 2,500 ALL OTHER STRUCTURAL MEMBERS U240 Q'p O COLUMN u�r • o O a a BASENIENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT c EXTERIOR WALLS WITH PLASTER OR STUCCO o 4 ° 4 r O O ° D U N Q E=NAIL SPACING AT PANEL EDGES(IN.) GARAGE FLOOR SLABS 500 2,500 2,500 FINISH H/360 a 4 F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) •o Simpson Strong-Tie C =p BASEMENT WALLS.FOUNDATION WALLS,EXTERIOR WALLS AND o v EXTERIOR WALLS-WIND LOADS WITH BRITTLE 0. MTS30C OR CS 16 11/4" RIDGE BEAM 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2.500 3.000 �.00o FINISHES L/240 COILED STRAP ° D o ° o JOIST HANGER REQUIRED SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQI'IREMENTS SHALL BE USED. •° AT EACH ROOF RAFTER CONCRET o° 4 AT CATHEDRAL CEILIlNGS PORCHES.CARPORT SLABS AND STEPS EXPOSED TO THEEXTERIOR WALLS-WIND LOADS W ITIS o° USE 8 16d NAILS AT D'D LSSU OR EQUAL 2.TABULATED 12 INCH O.C.NAIL.SPACING ASSUMES SHEATHING A1"TACHED TO RAFTER/TRUSS FRAMING MEMBERS WEATHER,AND GARAGE FLOOR SLABS 2,500 3.000 1 //3.500 i'° L/120 •� RIDGE c Q FLEXIBLE FINISHES EACH END �+ , WITH G>0.49.FOR FRAMING MEMBERS WITH 0.4<<G<9.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. FOR SI:I POUND PERS SQUARE INCH=6.895 KPA. NOTE:L=SPAN LENGTH,H=SPAN HEIGHT TENSION-STRAP A.AT 28 PSI. TABULATED INCHAIL SPACING ASSUMES SHEATHING ATTACHED A B EE TABLE R301.20)F R WEATHERING POTENTIAL. 3. u 6 c O.C.oIN S CNG SSu S. G IL C D TO R, FTF.R/TRUSS FRAMING INCHES O.C.S B.S o TA.I THE WIND LOAD SHALL BE PERMITTED TO T TAKEN AS 0.7 TIMES STUD TO ROOF RAFTER PORCH COLUMN CONNECTIONS WITH G>0.49.FOR FRAMING MEMBERS WITH 0.•42<G<(�.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O. C.CONCRETE IN THESE LocATloNrs THAT MAY BE SUBJECT To FREEZING AND THAWING THE conlPONENT.AND CLADDING LOADS FOR THE PURPOSE of THE ' DETAIL DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. DETERMINING DEFLECTION LIMITS HEREIN. 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) CONNECTION WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SI IALL B L' SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT.REDUCED TO 3 INCHES O.C. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 18 PROHIBITED WITi-10UT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., 11i I� e Plate nail-16d When sheathing thickness exceeds 7/8", Floor panel nail-8d 0.131"x 2-1/2" IRC 502-7 requires lateral Load bearing or shear wall above JOIST DETAILS r01F "x 3-112")at P ( ) q trim sheathing tongue at rim board at 6"on-center restraint(blocking)at all (must stack over wall below) Load bearing or shear wall 2x stud wall ( g) Plate nail Web Stiffeners Plate nail-16d(0.135"x 3-1/2") intermediate supports in above(must stack over wall Plate nail required each at 16"on-center* at 16"on center side at A2W Web Stiffeners required each Seismic Design Web stiffeners required below when present) Floor panel nail 8d(0.131"x 2-112") side at A3.4W Categories D0,D1,and Blocking panel each side at B3W Blocking panel at 6"on center* diaphragm.atreinngthen the floor Attach panel P g 2x4 minimum Blocking panel 1114"TimberStrand®LSL rim board.* Web Stiffeners required per code or squash blocks each side at A3._W specification Rim-to-joist 6"nonl ce0de(0.131"x 3")1 1-1/4"TimberStrandnail 1-1/8"rim board. 6 Web stiffeners re uired on Toe nail When sheathing thicknessoard thicker than 1 3/4" '�� qToe nail-10d(0.131"x 3") exceeds 7/8",trim sheathingJI®Joist to rim board with one 10d(0.128"x3'•) Web stiffeners each side of both joist ends Toe nail at B4W at 6"on-center* tongue at rim board nail from TJI®joist into nm board. t corner with four 10d(0.128"x3")nails.Toe nail from required each side TJ I@ joist at B1 Wand B2W Web Stiffeners For rim board thicker than 1 3/4" Install proper blocking to side of parallel closure into rim board required each Must have 1 3/4"minimum -Attach TJI Joist to rim board with one 10d(0.128"x3")nail. support all panel edges Blocking panels may be Blocking panels may be End of joists at centerline side at Al W Top nail from TJI joist into rim board. Al Al A2 A2W B2 B2W required with shear walls 53 B3W required with shear walls above of support O O O -Connect corner with four 10d(0.128"x3")nails.Toe nail from ® above or below-see detail or below(See detail B1) joist bearing at ends. 34 e Attach rim joist per A3 detail. side of parallel closure into rim board A3.4 B1 A3 A3.1 A3.2 A3.3 A3.4 W O O O OA3W At3N.1 A`3..2 @A3.3 1'i,"TimberStrand ®LSL or iLevel s IV rim Blocking Nail through 2x-cantilever,wood backer board. Nail with 10d(0.131"x 3")nails,one each panel and TJI®joist web with 2 rows 10d 6'-0"length of TJI®joist 8"diameter maximum hole for " " nails at 6" reinforcement and filler 11-7/8"-16"deep blocking 1-1/4"TimberStrand®LSL or iLevel®1-118"rim board. at top and bottom flange.Nail to blocking panel (0.148 x 3 ) 8"diameter maximum hole for panels;6"diameter maximum with connections a uivalent to floor panel on-center,clinched.Use g for blocking panels 9-1/2"dee ( ) schedule. 16d(0.135"x 3-1/2")nails with Attach reinforcement to 3-1/2"TJI® Web stiffeners 11-7/8"-16"deep blocking 4'0"length of 8"diameter maximum hole for with D*oast"and 11-7/8" or shorter h an 12"Ion P one each at to and bottom flange. joist block.Use 4'-0' length P Nail with 0 0. x nails, Load from above required both panels;6"diameter maximum for 3/4"reinforcement on 11-7/8' -16"deep blocking TJ101oists. g• p g joist with one 8d(0.131"x 2 1�")nail at each corner flange widths Do not cut flanges. Attach reinforcement to joist � sides at E1 W blacking panels 9-1/2"deep or one side at E2,both panels;6"diameter maximum shorter than 12"long. with one 8d 0.131"x 2- /2" Horizontal blocking panels sides at E3 for blocking panels 9-1/2"deep R ( ) or shorter than 12"long. 1-114"TimberStrand0 LSL or nail at each corner between each joist.Nail to top Do not cut flanges. iLevel®11/8"rim board.Nail with plate with connections z �ti Do not cut flanges. 10d 0.131"x 3" nails,one each E5 ' h6 10d( ) equivalent to floor panel O 1-1/4"TimberStrand®LSL at top and bottom flange. 12"length of 3/4" schedule. or iLevel®11/8"rim board. reinforcement on one 0 ? Nail with 10d(0.131"x 3") Attach reinforcement to joist side at E5,both sides 12"length of 3/4" Wood D'c��tt`c tu f with 3 rows 10d at E6 reinforcement on backer a� �e :cm nails,one each at top and web Full depth vertical s �` e d ° bottom flange. (0.148"x 3")nails at 6"on blocking between E7 one side at E7,both sides at E8 c center,clinched.Use 2 rows O r��e46 each joist � 2x4 minimum Attach reinforcement to aA with 9-1/2"and 11-7/8" F1 ca\erg l squash blocks joist flange with 8d v� TJI®'oists. Less than 5" Less than 5" p' (0.131"x 2-112 )nails at 2. 1-1/4"TimberStrand©LSL or 6"on-center.When Face grain ah�� E4 E6 E8 ' CS iLevel®1-1/8"rim board.Nail with cr reinforcing both sides, 10d(0.131"x 3")nails,one each at O O horizontal stagger nails. E1 E1W top and bottom flange. E2 E3 L Gap*: 1" 1-1/2" minimum 0 Option#1: ( R I 2�,"maximum w TJI®Joist blocking with end for TJ 10 0 Structural exterior sheathing blocks installed at 1/3 joist-span locations using 560,560D, m two 8d(0.113"x 2-112")nails or s47 joist) Filler block: Attach with ten 10d(0.128"x 3")nails,clinched. g Web stiffener each side. *With point load from above ,i install web Flashing 2 112"screws,typical See sizes below. Use ten 16d(0.135"x 3-1/2")nails from each side with 3-1/2" stiffener tight to top flange(gap at bottom ° r T_ Tight fit* flange)when there is no support below, w TJI®joist flange widths. Use fifteen nails with TJI®joist depths Flush bearing plate required. Treated �SQa greater than 16". Maximum 1/4"overhang 2x-ledger Backer block: Install tight permitted at beam. to to mount(tight to P g 1-114"TimberStrand®LSL or bottom flange with face See fastener 11 is iLevel®1-1/8"rim board. mount hangers).Attach table below.Maintain Option#2: 110 All 5/8"x 2-5/16" 8d with ten 10d(0.128"x 3") !. 2"distance(minimum)from 2x_strapping installed at 1/3 joist- 210 All 3/4"x 2-5/16" Top nails,clinched when edge of ledger to fastener. span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2 [h"} mount screws per joist,typical s31 &s33 All 1"x 2-5/16" 3 3 hanger possible. mount Face Backer block Optiictly applied ceiling 560&s47 All 2x4 5"x ' both sides of web with (0.135"x 3 �Z") hangar single TJI®joist 400/63o N.A./N.A. 18" 4 4 475/750 400/575 (1) 20" 16d 5 5 Web stiffeners required if sides of (1)This factored resistance is with a 318"gap between the rim board PB1 W 560D 22„ 2x4 (0.135"x 3 6 11 r ` H1 hanger do not laterally support at H2 H3 LA and deck ledger 24" 6 13 V O least fie"of TJI®joist top flange O O -Allowable load determined in accordance with AC 124. (� Corrosion-resistant fasteners required for wet-service applications. X BEAM and COLUMN DETAILS Q Q- w O 4" 3" 6" 4" 3" 3" 3" 2x6 2x8 2x6+3/8" 2x8+3/8" 2x6+1/2" 2x8+1/2" 2x12+1/2" Two Two Two U 4" 4" 6" 4" 4" 4" 4" sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 LU 1-114"TimberStrand®LSL or Strap per code if top t" r q iLevel®1-1/8"rim board or plate is not continuous 6" 6" 16" 6" 6" g° 6„ 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" J-L1 blocking for lateral support over header 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable g PP 1 One row of fasteners permitted two at abutting panel edges)for diaphragms.Sta er nails when using 4"on-centers spacing ai::.maintain 318"joist Ion Ion 4'-0"Ion 6'-0"Ion 4'-0"Ion 6'-0"Ion applicable O P ( 9 p 9 ) g9 9 P 9 1 1 9 9 9 9 9 g � m cYl LLl and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. (2)Can be reduced to 4' on-center if nail penetration into the narrow edge is no more than 1-3/8"(to avoid splitting). 5/8"or 314" 3/4"or 7/8" 1"Net 2x6 2x8 2x12 • . Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga.staples may be substituted for 8d(0.113" '++ X •• Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")nails if minimum penetration of 1"into the x (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top of joist; Q 3 Il) (d Top above. TJI®joist or rim board is achieved. see detail W.Filler and backer block lengths should accommodate required nailing without splitting(12"minimum for in U-. mount }. backer blocks and 24"minimum for filler blocks). }- Z tlJ LL hanger Protect untreated • iLevel recommends using anon-polyurethane subfloor adhesive on all contact points UJ g Face mount wood from direct between panels and floor framing. Maximum spacing of nails is 18"on-center Q hanger for TJI0 joists. Column contact with - Nailing rows must be offset at least 1/2"and staggered. concrete i cantilever and end bearings by blocking UJ L1 L2 L3 L4 panels,hangers,or direct attachment to a rim board or rim joist. LL Safety bracing(1x4 minimum)at Von-center(6'on- UJ E1 center for TJI D 110 Joists)and extended to a braced end wall. o Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. Fasten at each joist with ENGINEER: two 8d(0.113"x 21/2")nails o Minimum of 4 rows 10d(0.128"x3")nails at 12"o.c. /minimum F for 14"and deeper beams / NE (see WARNING).• (� 62" Inailsusing ,the number of nailing 9 1 rows diameter) Y ebe)reduced by one. Al O Rim board E2 joint between DO NOT overhang seat cuts o Minimum of 2 rows 1/2"bolts at joists -on beams beyond the Inside w A3 face of support member. Z " !L 24"o.c•staggered (1)Load must be applied evenly across entire �A, n93 beam side-loaded beams.Otherwise,use connections for .•, mow. „IC''�,,� ` Optional CS L5 non-shrink TJI®rim joist • i• JEFFREY T. BUTLER, P.E. O L6 P1 P2 P3 grout O L3 0_ � A2 11/4"TimberStrand®LSL or iLevel®11/8"rim board. -� } in B1 L1 O w W H1 Z O a fy 1-1/4"TimberStrand LSL or B2 z N O OIn 4 iLevel®1-1/8"rim board. One 10d(0.128"x 3") , p nail into each flange L5 B3 0 Q One 8d(0.113"x 2-1/2"'1 z nail each side.Drive Z In z � nails at an angle at least W � z O Z O a 3 1-1/2"from encl. u P B4z Q o p 1-3/4"minimum baaring at end Subfloor adhesive will improve floor X O support;3-1/2"minimum at performance,but may not be required. W (3-1 O intermediate support End of joists Q O Squash blocks and blocking panels carry at centerline O a stacked vertical loads(details B1 and 132). of support Braced end wall- 4 see note 3 under Packing out the web of a TJI ®joist(with web LU Y stiffeners)is not a substitute for squash blocks H1 WARNING U O or blocking panels. 1-1/4"TimberStrand ®LSL 3 1/2"wide TJI rim o O n- IL IL or iLevel ®1-1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing • `� p v or 13/4"wide TJI ®rim joist: 10d(0.128"x 3") parallel partitions,space joists apart the width o u_ One 10d(0.128"x 3")nail nails,one each side of the wall for plumbing or HVAC. o O v 3 into each flange of TJI®joist flange O 2-1/16"-2-5/16"wide TJI® Additional joist at plumbing drop(see detail). L4 O rim joist: One 16d(0.135"x 3 1/2"wide TJI® �;: O a a 3-1/2")nail into each flange rim joist •' O LA U Q 1 X14'minimum bearing L J L L0 •�`•,; '•• Structural O sheathing DO NOT use sawn O lumber for rim O board or blocking, 1-114"TimberStrand®LSL or129 O O as it may shrink iLevel J 1-1/8"rim board. Shifted Additional after installation. joist Plumbing drop joist Protect untreated O Use only /`�•r a, wood from direct See contact with 1-1/2"knockouts at O H3 ALLOWABLE engineered concrete approximately 12" HOLES lumber. Drive nails at an See framing plan s applicable) on center / O One 10d(0.128"x 3")nail angle to minimize or iLevel P,Framer's Pocket each side of member at splitting of plate Guide for minimum end and Bearing plate to be bearing, 11/2"minimum intermediate bearing lengths. flush with inside face from end of wall or beam C0PYRIGl4T 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN GONBENT FROM JEFFREY T. BUTLER, P.E., P.C. 1 I� i OCCUPANCY O►� USE IS UNLAWFUL 'ITHOUT CERTIFICATE APPROVED AS DOTE CE QCCUFMCY DATE: r . B.P.# FEE:�Wl-16,642BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE COMPLY WITH ALL CODES OF FOLLOWING INSPECTIONS: Nr_W YORK STATE & TOWN CODES 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND CONDITIONS OF FOR POURED CONCRETE 2. ROUGH _FRAMING & PLUMBING / 3&0 SOUTHOLD TOWN ZBA 3. INSULATION 4. FINAL - CONSTRUCTION MUST SOUTHOLD TOWN PLANNING BOARD BE COMPLETE FOR C.O. SOUTHOLD TOWN TRUSTEES ALL CONSTRUCTION SHALL MEET THE j REQUIREMENTS OF THE CODES OF NEW NN.S.DEC YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF DO NOT RnOCEED WITHPURSUANT TO CHAPTER 236 FRAMING.UNTIL SURVEY OF THE TOWN CODE. OF FOUNDATION LOCATION HAS BEEN APPROVED. TRUSS PLACARDING REQUIRED AFL Wi .. _.__. CO.-.T LY V IT E C.f"1 L:i r 141 All exterior lighting Installed,replaced or PLUMBER CERTIFICATION mpalred shall conform ON LEAONTENT OF OCCUPANCY to Chapter 172 CERTIFICATEof the Town Code SOLDER USED IN WATER Must provide Manuals SUPPLY SYSTEM 0 CA LEAD. D, J and S as per EXCEED NYS Energy Code PLUMBING ALL PLUMBING WASTE Blower door raFE D d TT° and testing required. Issue Date: Set: DRAWING LIST 6/22/21 PERMIT SET A-000 COVER SHEET A-002 CODE SHEET A-003 WINDOW AND DOOR SCHEDULE A-004 PLUMBING &FINISH SCHEDULES A-100 FOUNDATION PLAN A-101 FIRST FLOOR PLAN A-102 SECOND FLOOR PLAN A-103 ROOF PLAN A-200 BUILDING ELEVATIONS A-201 BUILDING ELEVATIONS A-300 BUILDING SECTIONS A-301 BUILDING SECTIONS A-302 BUILDING SECTIONS A-401 STAIR A-500 WINDOW LINE-UP A-501 DETAILS A-502 DETAILS A-503 DETAILS tED q,4c L Kl��'yi��C' f 3" N = X24802 y�¢� OF N E� NOTES: Drawing Legend: I[ _ _ = = _ = S Wall To Be Removed FOR SITE PLAN AND SEPTIC INFORMATION SEE Wall To Remain DRAWINGS BY JEFFREY T. BUTLER, P.E, P.C. New Wall FOR STRUCTURAL INFORMATION SEE DRAWINGS BY I New Foundation Wall JEFFREY T. BUTLER,P.E, P.C. ______- Lines Above FOR LANDSCAPE DRAWINGS, MASONRY AND DRAINAGE, ------------ Lines Below SEE DRAWINGS BY MARSHALL PAETZEL LANDSCAPE ---.—.—.— Guidelines ARCHITECTURE — — —• —- Fence 101 Door Tag 101 Window Tag nxxx —� Section X, PROJECT INFORMATION ^ Sheet A-XXX SCTM# 1000-116-04-09 I Detail Tag PROPERTY 545 BEACHWOOD ROAD, x ADDRESS CUTCHOGUE, NY 11935 Axxx Elevation Tag x ZONING R40, FLOOD ZONE AE 6 x nxxx x Interior Elevation Tag BUILDING HEIGHT ALLOWABLE-35' x ACTUAL-31' ENERGY CODE COMPLIES WITH 2018 IECC M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m Duffin Residence 545 Beachwood Rd. Cutchogue, NY 11935 SCTM# 1000-116-04-22 Cover Sheet SCALE:As Noted A-000 © 2019 Meryl Kramer Architect All Rights Reserved FOR STRUCTURAL:'SFF DRAWINGS-BY JEFFREY TBULTER, RE., PC. FRAMING NOTES: Issue Date: Set: THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 6/22/21 PERMIT SET THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. GROUND SNOW LOAD ULTIMATE TOPOGRAPHIC SEISMIC DESIGN WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS WIND SPEED(MPH) EFFECT(WIND) CATEGORY REQUIRED rFNE AL NOTES: WOOD FRAMING 1- ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM 1.ALL LUMBER IS TO BE NO. 2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: 20 130 NO B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 BUILDING CODE,AND NEW YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES FB=900 PSI FV= 180 PSI 2-ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF FC PERP= 625 PSI CONSTRUCTION AND ORDERING OF MATERIALS.THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING E = 1,600,000 PSI CAPACITY OF TWO (2)TSF AND GRADES LESS THAN 5%.CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: FB =2,900 PSI 3-PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHT,EXTERIOR DOOR/WINDOWS AND DECKS FV= 290 PSI ETC. FC PERP= 750 PSI E=2,000,000 PSI 4-DO NOT SCALE DRAWINGS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 5-DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, FB=2,800 PSI Generated by REScheck-Web Software SUPERVISION,OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL,STATE AND LOCAL ZONING AND FV= 290 PSI ,��FtED qRc PERP= 740 BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EC 2,100,000 PSII Compliance Cer ificate �0��,��(L K�4' 6-THIS DRAWING IS AND INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE <1 CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 4.ALL ANTHONY POWER BEAMS (APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: a "� FB=3,000 PSI 4 7-THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION FV= 300 PSI CODE. FC PERP=850 PSI Project Duffin N�A T 8-CONTRACTOR SHALL OBTAIN ALL PERMITS. Energy Code: 2018 IECC '9 E=2,100,000 PSI ?4802 O FDF NE`N�t 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. Location: Cutchogue, New York 9-DETAIL LABELED(TYPICAL DETAILS"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE Construction Type: Single-family PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED.THE APPLICABILITY OF THE 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN Project Type: New Construction TYPICAL DETAILS IS TO BE DETERMINED BY THE TITLE OF THE TYPICAL DETAIL.SUCH TYPICAL DETAILS SHALL ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. Orientation: Bldg. faces 0 deg. from North APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. Conditioned Floor Area: 2,756 ft2 7.ALL STRAPS,CONNECTORS, PLATES, BOLTS, NAILS, ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED Glazing Area 16% CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL Climate Zone: 4 (5572 HDD) CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S Permit Date: SPECIFICATIONS. Drawing Legend: Permit Number: [ _ _ _ _ _ - Wall To Be Removed FOUNDATION NOTE:& 8.ALL FLOOR SHEATHING IS TO BE 23/32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING - OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS Construction Site: Owner/Agent: Designer/Contractor: Wall To Remain THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE 545 Beachwood Road Meryl Kramer New Wall BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT Cutchogue,NY 11935 Mery Kramer Architect 260 Hortons Lane New Foundation Wall 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. SPACING INDICATED, EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. PO Box 1600 _______ - Lines Above Southold, NY 11971 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED meryl@mkarchitect.com ------------ Lines Below 2-ALL REBAR ASTM A-615 GRADE 60. (PER DETAIL H/S-100) - - - - - Guidelines 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8' MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING - - - -- Fence INSTALLED A MINIMUM Of-3' BELOW GRADE UNLESS INDICATED OTHERWISE. Compliance: i8.5/ Better 101 8 k__ a __.W.......,.._...,___._ _�.. .... .......W __..__,:,...... ..._... .., .-..__..�.,-,. ._. . .,w �. ..._...._,. .. _w_..M Door Tag p ° Maximum UA: 492 Your UA: 401 Maximum SHGC: 0.40 Your SHGC: 0.27 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. BELOW THE TOP OF THE FOUNDATION WALL. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. It DOES NOT provde an estimate of energy use or cost relative to a minimum-code home. WINDOWS ARE TO BE INSTALLED 3" BELOW THE BOTTOM OF THE WINDOW OPENING, IN ADDITION TO THE REVAR 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. 101 Window Tag INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS. Envelop' Assemblies 5-27" MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED 14. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Sheet A-XXX Axxx Section X, 15.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 6-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. _ - _. . w_. ._� _... ..a _- �,•_a„ _ g 7-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS 16.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. Ceiling-Cedar Flat Ceiling or Scissor Truss 1,368 37.0 2.7 0.028 38 Detail Ta RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. Ceiling -Asphalt:Flat Ceiling or Scissor Truss 330 37.0 2.2 0.029 10 17.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS Wall -North:Wood Frame, 16" D.C. 670 19.0 9.1 0.038 21 x INCLUDING SOLID BLOCKING IN FLOOR SPACES. Axxx Elevation Tag 8-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING Orientation: Front EXCAVATION. UNACCEPTA13LE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARINGWindow G:Wood Frame 10 0.300 3 x CAPACITY OF LESS THAN :2 TONS PER SQUARE FOOT. 18.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY, UNLESS NOTED OTHERWISE. SHGC: 0.31 Orientation:Front x Axxx x Interior Elevation Tag 19.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, PT. Window J: Wood Frame 18 0.300 6 9-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. SHGC: 0.31 x 20. FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED Orientation:Front 10-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 15' MAXIMUM. FASTENER. Window F: Wood Frame 14 0.300 4 SHGC: 0.29 11-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING STEEL Orientation: Front & BASEMENT SLAB Window l:Wood Frame 31 0.300 9 SHGC: 0.31 12-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS 1.SHOP DRAWINGS: INDICATE PROFILES,SIZES,SPACING, LOCATIONS OF STRUCTURAL STEEL MEMBERS, INCLUDING Orientation:Front TO BE MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. OPENINGS,ATTACHMENTS,AND FASTENERS. SHOW ALL CONNECTION DETAILS. INDICATE WELDED CONNECTIONS Window A-4: Wood Frame 38 0.290 11 WITH AWS A2.0 WELDING SYMBOLS. SHGC: 0.29 Orientation: Front r14 ,�,13-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH Wall-East: :Fro Frame, 16"o.c. AN0.5 REBAR DOWELS. 2. FABRICATOR AND ERECTOR:AISC-CERTIFIED COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION 1,447 19.0 9.1 0.038 50 �-. WITH MINIMUM FIVE YEARS EXPERIENCE. Orientation: Left side M E R Y L K R A M E R 3.MATERIALS Project Title: Duffin Report date: 07/09/20 a r c h i t e c t Data filename: Pagel of 3 3.1. UNLESS NOTED OTHERWISE,STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: 3.1.1. WIDE FLANGES: ASTM A992, GRADE 50 2 6 0 HORTONS LANE 3.1.2. ANGLES,CHANNELS, PLATE AND OTHER HOT ROLLED SHAPES: ASTM A36 _ 3.1.3. TUBES:ASTM A500,GRADE C. POST OFFICE BOX 1 6 0 0 3.1.4. PIPES:ASTM A53,GRADE B. S O U T H O L D, N Y 1 1 9 7 1 3.2. BOLTS, NUTS,AND WASHERS: 6 3 1 - 4 7 7 - 8 7 3 6 3.2.1. BOLTS: TYPE 1, HEAVY HEX, MINIMUM 3/4" DIAMETER. USE"A325"UNO (=ASTM F3125 GRADE A325 OR GRADE F1852) m k a r c h i t e c t c o m 3.2.2. NUTS: ASTM A563 HEAVY HEX. 3.2.3. WASHERS: ASTM F436 TYPE 1 HARDENED WASHERS. 3.2.4. PROVIDE BOLT ASSEMBLIES GALVANIZED TO ASTM A153 AT GALVANIZED STRUCTURAL MEMBERS. 3.3. ANCHOR BOLTS:ASTM F1554 GRADE 36, UNLESS NOTED OTHERWISE. 4"Vent Thru Roof ROOF FRAMING 3.4. WELDING ELECTRODES: E70xx PER AWS D1.1 UNLESS NOTED OTHERWISE. 2.. - 3"No.8 SCREWS 12"O.C. puffin Residence 3.5. GROUT: ASTM C1107 FACTORY-PACKAGED, NONMETALLIC AGGREGATE, NONCORROSIVE AND ---r--'- r---�__ NONSTAINING,SHRINKAGE-RESISTANT GROUT WITH MINIMUM COMPRESSIVE STRENGTH OF 1 1 1/2"1 2" 1 2" 1 2" I 1 1 `- WASHER(TYR) 545 Beachwood Rd. ( PLYWOOD OPENINGS Cutchogue, NY 11935 7000 PSF AT 28 DAYS. 2,1 1 1 1 1/2"1 1 u2" 2"I ILEA LAVJ LAV. 1 1 ` PROTECTION;THICKNESS 4.FINISH I w.c. SHOWER W.C. SHOWER TUB _ 1/2"PLYWOOD DEPENDS ON WINDOW H(1) OPENING SCTM# 1000-116-04-22 2ND FLOOR 4.1. PREPARE STRUCTURAL COMPONENT SURFACES IN ACCORDANCE WITH SSPC SP-2 FOR s" z" 2" 2" s° 1 1/2" s" GLASS ENCLOSED STEEL TO RECEIVE STANDARD PRIMER AND SSPC SP-6 FOR STEEL TO RECEIVE LIGHT WOOD-FRAME WALL ZINC RICH PRIMER. C.O. C.O. 1 BATH MASTER -- PLASTIC COATED 4.2. SHOP PRIME STRUCTURAL STEEL MEMBERS. DO NOT PRIME SURFACES THAT WILL BE BATH PERMANENT WOOD SCREW FIREPROOFED, FIELD WELDED,OR IN CONTACT WITH CONCRETE. 2" _ - ANCHORS GLASS 4.3. STRUCTURAL STEEL MEMBERS NOTED AS GALVANZED SHALL BE GALVANIZED IN ACCORDANCE _-- ---T--- 1 4" 4" 1 1 °- 1 1 1/2" 2" 2"1 11/2"1 1/2"PLYWOOD WITH ASTM A123. 1 1/2" 2r- 2 1 I� 1 1/2" 1 I 1 / 1 LAV. LAV. 1 LAV. SINK FRAMING 5.EXECUTION F.A.I.-H---- -I w.c. w I C. DW ---� Code Sheet SHOWER 5.1. FABRICATE AND ERECT STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH THE 2016 AISC ------- CODE OF STANDARD PRACTICE. 1ST FLOOR' I ] ll�s 2 2 2 1 v2 s 2 2 1 v2 WASHER(TYR) 3"No.8 SCREWS sEe 5.2. INSTALL BOLTS IN ACCORDANCE WITH RCSC'S"SPECIFICATION FOR STRUCTURAL JOINTS USING HOUSE - 12"O.C. DETAIL HIGH-STRENGTH BOLTS" TRAP C.O. a" A 5.2.1. JOINT TYPE: SNUG TIGHTENED, UNO. POWDER LAUNDRY/ BATH KITCHEN a NOTE: IN LIEU OF SCREWS, LUGS CONNECT TO MUDROOM DETAILA TYPICAL ATTACHMENT OF WITH NUTS AND WASHERS MAY 5.3. WELD IN ACCORDANCE WITH AWS D1.1. MINIMUM WELD SIZES SHALL CONFORM TO AISC APPROVED PLYWOOD OPENINGS PROTECTION TO BE USED REQUIREMENTS FOR MATERIAL THICKNESS BUT SHALL NOT BE LESS THAN 1/4"UNLESS SANITARY WOOD-FRAME BUILDING SPECIFICALLY NOTED TO THE CONTRARY. SYSTEM SCALE:As Noted 5.4. ALLOW FOR ERECTION LOADS,AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION STRUCTURE SAFE, PLUMB,AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND BASEMENT PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD INSTALLATION OF PERMANENT BRACING. FRAMED BUILDINGS 5.5. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF A-002 ARCHITECT/ENGINEER. PLUING RISER DIAGRAM 5.6. AFTER ERECTION, PRIME WELDS,ABRASIONS,AND SURFACES NOT SHOP PRIMED, EXCEPT 0-Sca-IN.T.S. SURFACES TO BE IN CONTACT WITH CONCRETE. 5.7. GROUT UNDER BASE PLATES. © 2019 Meryl Kramer Architect All Rights Reserved WINDOW SCHEDULE Issue Date: Set: 6/22/21 PERMIT SET IVO. QUANTITY MANUFACTURER/ MODEL NO. ** TYPE FINISH GLASS RO WIDTH RO HEIGHT REMARKS A 8 Andersen E Series/ 3'-8 3/4" W x 2'-6" H Awning See Notes Below for Finish, Typ. 3'91,/4" 2'61,/2" MOTORIZED, SEE NOTE B 1 Andersen E Series/ 1'-51,/2" W x 8'-4 5/8" H Fixed Glass 116" 8'51,/8" CUSTOM SIZE C 1 Andersen E Series/ 1'-21,/2"W x 8'-4 5/8" H Fixed Glass 1'2" 8'51,/8" CUSTOM SIZE D 1 Andersen E Series/ 5'-11/4" W x 81-4 5/8" H Fixed Glass 5113/4" 8'51/8" CUSTOM SIZE E 7 Andersen E Series/ #AWW2626 Awning see note 2161/2" 2'61/2" Frosted glass at E units in baths 1, 2 and master (3 total) F 5 Andersen E Series/ # CMT3046 Casement 3'01/2" 4'61,/2" EGRESS G 1 Andersen E Series/ 4'-O"H x 2'-6" H Fixed Glass 3101,/2" 7'41,/2" CUSTOM HEIGHT H J. Andersen E Series/ #AWW4026 Awning 4'01/2" 2161/2" I 1 Andersen E Series/ 614" W x 4'-6" H Fixed Glass 6'91,/2" 4'61/2" CUSTOM WIDTH J 1 Andersen E Series/ 4'-0" W x 4'-6" H Fixed Glass 4'01/2" 4'61/2" CUSTOM WIDTH ,\ERED 4�yC K 1 Andersen E Series/ 5'-81/4" W x 4'-6" H Fixed Glass 518 3/4" 416 2" `� K� y'� 1/ CUSTOM WIDTH �� , � L 2 Andersen E Series/ # CMT2030 Casement 2'01,/2" 3'01,/2" GARAGE WINDOWS 1' WINDOW NOTE: N� r - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER 9T o2aso2 p� WINDOW SCHEDULE - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING ��F NE`N� CI O - Lo E4 GLASS - WINDOW HARDWARE (ANVERS - SATIN NICKEL) - EXTERIOR FINISH: 'HARBOR MIST' WITH KYNAR 500 FINISH - INTERIOR FINISH: PAINTED WHITE - SCREENS (TRUSCENE INSECT SCREEN) - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS Drawing Legend: - AWNING WINDOWS TYPE A TO HAVE ANDERSEN ELECTRIC WINDOW OPENER, CONCEAL WIRING WITHIN FRAMES, COMMAND CENTER LOCATED IN UNDER-STAIR CLOSET. [ = = = = = = i Wall To Be Removed - PRIVACY PATTERN GLASS AT BATHS: ANDERSEN "REED" Wall To Remain New Wall New Foundation Wall Ej"ho T E R 0O DOOR SCHEDULE ------------ ------- Lines Above I ------ Lines Below — — — — — Guidelines ROUGH OPENING UNIT SIZE — — — -- Fence NO. QUANTITY MANUFACTURER/ MODEL NO. ** TYPE FINISH GLASS RD Width RO Height Width Height Thickness REMARKS 101 Door Tag 1a 1 Isimpson Door Contemporary# 49910 Fixed Side Lite Paint grade to match window finish. Clear 5'-1" 81- 1/211 2'-0" 8'-0" Square top, square glass 101 Window Tag 1 2 ISImpson Doors Contemporary# 49900 Swing Simple Paint grade to match window finish. N/A see above see above 3'-0" 8'-0" Inswing Door w/ 1 Sidelite, continuous mullion X —� Section X, 2 1 lAndersen E Series/15'-101/4"W x 8'-10 5/8111-11 Slider See Notes Below for Finish, Typ. LoE5 Glass 15'111/4" 8'111/8" 15'-10 3/4" 8'-10 5/8" CUSTOM SIZE Sheet A-XXX 3 1 Andersen E Series/ # 4PGP 160610 Slider LoE5 Glass 15'111/4" 6'101/2" 15'-10 3/4" 6-10" —L� Detail Tag 4 1 Andersen E Series/ # 2PGP 50610 Slider LoE5 Glass 5101/4" 61101/2" 4'-10 1/4" 6'-10" 5 1 Therms Tru Smoothstar#S81000 Swing Simple 3'11/2" 618 3/4" 3'-0" 6'-8" Replacement Door at Garage; VIF Dimensions Elevation Tag 6 1 Garage Door Flush Panel Overhead Cedar Clad by G.C. 8'11,/2" 710 3/4" 8'-0" 7'-0" Replacement Door at Garage; VIF Dimensions X 7 1 Garage Door Flush Panel Overhead Cedar Clad by G.C. 8111/2" 710 3/4" 8'-0" 7'-0" Replacement Door at Garage; VIF Dimensions X AXXX X Interior Elevation Tag X EXTERIOR DOOR NOTES: .2 EXTERIOR DOOR SCHEDULE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING - LoE4 GLASS (LoE5 GLASS FOR SOUTH FACING DOORS) - GLIDING DOOR HARDWARE (ANVERS - SATIN NICKEL) rig. - EXTERIOR FINISH: 'HARBOR MIST' WITH KYNAR 500 FINISH - INTERIOR FINISH: PAINTED WHITE M E R Y L K R A M E R - ENTRY DOOR HARDWARE (EMTEK - MORTISE ENTRY LOCKSET, HELIOS LEVER, SATIN NICKEL) a r c h i t e c t - SCREEN (CLEAR ANODIZED FRAME INSECT SCREEN) - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS 2 6 0 HORTONS LANE POST OFFICE BOX 1600 K U" 00` 00" SCHEDULE SOUTHOLD, NY I 1971 INTEm"'T"'wK U M 6 3 1 - 4 7 7 - 8 7 3 6 JAMB OPENING mkarchitect . com NO. QUANTITY MANUFACTURER TYPE FINISH GLASS LOCKSET JAMB WIDTH CLR. HEIGHT THICKNESS REMARKS 101 _ 1 Simpson Door 49900 Contemporary series, Typ. Swing Simple Flush Panel, Primed, Typ. N/A PRIVACY 214" 618" 13/4" 102 1 Swing Simple N/A PRIVACY 310" 618" 13/4" 103 1 Swing Bl-part N/A DUMMY 410" 618" 13/4" Duffin Residence 104 1 Pocket Simple N/A PASSAGE 216" 618" 13/4" 545 Beachwood Rd. 105 1 Swing Bi-part N/A DUMMY 410" 618" 13/4" Cutchogue, NY 11935 106 - _1 Pocket Simple N/A PRIVACY 2110" 618" 13/4" SCTM# 1000-116-04-22 107 1 Swing Bi-part N/A DUMMY 410" 618" 13/4" 108 1 Swing Simple N/A PRIVACY 214" 618" 13/4" 201 1 Pocket Simple N/A PRIVACY 2110" 618" 13/4" 202 1 Swing Simple N/A PRIVACY 214" 618" 13/4" 203 1 Swing Bi-part N/A PRIVACY 410" 618" 13/4" 204 1 Swing Bi-part N/A PRIVACY 4'0" 618" 13/4" Window & Door Schedule 205 1 Swing Bi-part N/A DUMMY 410" 618" 13/4" 206 1 Swing Simple N/A PRIVACY 2'8" 618" 13/4" 1207 1 Swing Simple N/A DUMMY 2'8" 618" 13/4" 208 1 Swing BI-part N/A N/A 510" 618" 13/4" INTERIOR DOOR NOTES: 3 INTERIOR DOOR SCHEDULE - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER SCALE:As Noted — - -- --- - - HARDWARE (EMTEK, SATIN NICKEL FINISH) SEE SCHDULE ABOVE FOR LOCKSET TYPE 1. SWING DOORS: HELIOS (HL) LEVER W/ 2-1/2" DISK ROSETTE, SATIN NICKEL FINISH, 3-1/2" SQUIRE PROFILE HINGES, TYP. 2. POCKET DOORS: FLUSH PULL MODERN RECTANGULAR BRASS 4" #220304, SATIN NICKEL A-003 3. DOOR STOPS AT SWING DOORS (NOT FOR CLOSET DOORS): CYLINDER FLOOR BUMPER, 1-1/2 CYLINDER #2257, SATIN NICKEL FINISH -SADDLES: FLUSH WOOD SADDLES, TYP. - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS © 2019 Meryl Kramer Architect All Rights Reserved FINISH SCHEDULE at Ma Issue Date: Set: 6/22/21 PERMIT SET LOCATION TAGi TYPE SPECIFICATION REMARKS CEILING FINISH C1 GWB Gypsum Wall Board Painted, Moisture resistant at wet locations C2 Wood Paneling White Oak 4" Wide T&G T.B.D. as per sample WALL FINISH W1. GWB Gypsum Wall Board Painted, Moisture resistant at wet locations W2 Tile Bedrosians "Cloe" Wall Tile, White, 2.5"x8"; Grout color T.B.D. in field DECCLOWH128G Tile Flooring at Genrose "Realize" Statuario Calacatta W3 Grout colo: TEC Sterling, confirm in field NIJ eF�ED,gRc master shower Gold porcelain tile, 12"x24", honed finish YL K /Y W4. Wood White Oak Veneer Plywood T.B.D. T.B.D. as per sample 4" Wide White Oak plain sawn select and Provide stain/finish samples, in field, for approval N FLOOR FINISH F1 Wood Flooring better as per sample (See project manual) 24802 oQ, F NEW Ann Sacks, 'Texere' Porcelain Tile, Grout color T.B.D. in field F2 Tile Flooring "Paperwhite", 12"x24" 172b Tile Flooring at Ann Sacks, 'Texere' Porcelain Tile, Grout color T.B.D. in field shower floors Paperwhite", 1.25"x1.25 mosaic F3 Tile Flooring at Genrose "Realize" Statuario Calacatta Grout colo: TEC- Sterling, confirm in field master bath floor Gold porcelain tile, 12"x24", honed finish Drawing Legend: — — — Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below —------ — Guidelines Fence PLUM1311"IlIM' FIXTURE SCHE"U" ULE STONEICOMPOSITE SLAB SCHEDULEDoorTag 0 LOCATION QTY FIXTURE MANUFACTURER MODEL MODEL# FINISH REMARKS LOCATION SPECIFICATION THICKNESS REMARKS MASTER BATH y g — 101 Window Tag 2 Sink Kohler Verticyl Rectangle under-mount sink K-2882-0 White 2 Faucets Kohler 'Purist'wall-mount sink faucet trim w/9"spout and lever handles K-T14414-4-BN Brushed Nickel Pop-up drains included KITCHEN Section X, 2 Wall Lay.Valve Kohler Falling Water®5/8"two-handle ceramic valve K-410-K-NA N/ASheet A-XXX 1 Shower Head :Kohler 'Purist'2.5 gpm showerhead K-22170-BN Brushed Nickel ISLAND TOP CaeSarstOne 'PUre White 1141' 3/4" By Owner, Confirm Color '� — --- , , �� (��}--i� Detail Tag 1 Shower Arm Kohler 'Purist'showerarm and flange K-933-BN Brushed Nickel � COUNTER TOP Caesarstone Pure White 1141 3/4 By Owner 1 Shower Trim Kohler 'Purist' Tl shower trim w/diverter -14501-4-BN Brushed Nickel_ BACKSPLASH Caesarstone 'Pure White 1141' 3/4" Full height splash, By Owner �xx Elevation Tag 1 Shower Rough Valve Kohler Valve Pressure Balance K-11748-KS-NA N/A 1 Hand Shower Kohler Shift 2.5 gpm multifunction Hand Shower K-21335-BN Brushed Nickel MUDROOWLAUNDRY x 1 Hand Shower Hose Kohler MasterShower 60" metal shower hose K-9514-BN Brushed Nickel _ COUNTER TOP Caesarstone 'Pure White 1141' 3/4" By Owner O Interior Elevation Tag _ x Axxx x 1 Hand Shower Holder Kohler 'Exhale'wall-mount Holder w/Supply Elbow K-98354-BN Brushed Nickel 1 5'+ Linear Drain Infinity Drain S-AG-38 Series Sizable Infinity Drain S-AG 6572 Satin Stainless Site sizable,or Schluter equivalent(verify w/plumber) , ,1 x — BACKSPLASH Caesarstone Pure White 1141 3/4 Splash height varies- see drawings, By Owner 1 Tub Spout Kohler 'Purist'wall mount tub spout K-14427-BN Brushed Nickel See plans for location 1 Tub faucet Kohler 'Purist'wall mount handles T-14429-4-BN Brushed Nickel POWDER 1 Tub Faucet Valve Kohler Widespread in-wall two-handle valve 302-K-NA N/A 1 Bathtub Duravit Luv free standing tub 1800x85O mm # 700-434 white COUNTERTOP Caesarstone 'Pure White 1141' 3/4" By Owner 1 Tub Drain Duravit Drop-in drain — #791281 N/A _ BACKSPLASH Caesarstone 'Pure White 1141' 3/4" �3" High Splash, Typ. at back wall only, By Owner 1 Toilet Duravit Darling New Two Piece Toilet, Floor mounted #212601 White Order w/tank#093120&slow-close top#006339 ti „g BATH 1 M E R Y L K R A M E R BATH 2nd floor 1 Sink _ _ Kohler Verticyl Rectangle under-mount sink K-2882_0 White COUNTER TOP Caesarstone 'Pure White 1141' 3/4" By Owner a r c h i t e c t 1 Faucet Kohler 'Purist'deck-mount widespread bathroom sink faucet w/lever handles K-14406-4 BN Brushed Nickel Pop-up drain included 1 Shower Trim Kohler 'Purist'Shower Trim w/ Lever Handle&2.5 gpm Showerhead K-TS14422-4-BN Brushed Nickel Shower Arm and Flange Included,Verify height prior to installation BACKSPLASH Caesarstone 'Pure White 1141' 3/4" 3" High Splash, Typ. at back wall only, By Owner --- — 260 HORTONS LANE 1 Shower valve Kohler Pressure-balancing Valve K-8304-KS-NA N/A — _ SHOWER CURB Caesarstone 'Pure White 1141' 3/4" By G.C. POST OFFICE BOX 1 6 0 0 1 Toilet Duravit Darling New Two-Piece Toilet, Floor mounted #212601 White Order w/tank#093120&slow-close top#006339 — - S O U T H O L D, NY 1 19 7 I 1 Tile-in Drain Schluter Kerdi-Drain Stainless Steel 4"drain Design 1 Brushed Nickel Center drain (NO LINEAR DRAIN) SHAP00 NICHE & FRAME -- Caesarstone 'Pure White 1141' 3/4" By G.C. 6 3 1 - 4 7 7 - 8 3 6 1 Medicine Cabinet Robern PL series non-electric 36"x30"3 Door Recessed PLM 3630GE Satim Anodized Alum. Med.Cab. by Owner, Recessed in wall, Framing&BLocking by GC & SHELF & BACK - — - — — — m k a r c h I t e c t c o m MASTER BATH BATH 1st floor 1 Sink Kohler Verticyl Rectangle under-mount sink K-2882-0 White 1 Faucet Kohler 'Purist'deck-mount widespread bathroom sink faucet w/lever handles K-14406-4 BN Brushed Nickel Pop-up drain included TUB SHELF & BACK, 1 Shower Trim Kohler 'Purist'Shower Trim w/ Lever Handle&2.5 gpm Showerhead K-TS14422-4-BN Brushed Nickel Shower Arm and Flange Included,Verify height prior to installation SHAMPOO NICHE & Caesarstone 'Pure White 1141' 3/4" By G.C. 1 Shower Valve Kohler Pressure-balancing Valve K-8304-KS-NA N/A FRAME & SHELF & BACK 1 Toilet Duravit Darling New Two-Piece Toilet,Floor mounted #212601 White Order w/tank#093120&slow-close top#006339 SHOWER CURB Caesarstone 'Pure White 1141' 3/4" By G.C. 1 Tile-in Drain Schluter Kerdi-Drain Stainless Steel 4"drain Design 1 Nickel Center drain (NO LINEAR DRAIN) Duffin Residence 1 Medicine Cabinet Robern PL series non-electric 19-1/4"x30"Recessed — PLM 203OG Satim Anodized Alum. Med.Cab. by Owner, Recessed in wall, Framing& BLocking by GC COUNTER TOP Caesarstone 'Pure White 1141' 3/4" By Owner 545 Beachwood Rd. BACKSPLASH Caesarstone 'Pure White 1141' 3/4" 10" High Splash, By Owner Cutchogue, NY 11935 POWDER 1 Sink Kohler Verticyl Rectangle under-mount sink K-2882-0 White — ------- ---- - - — --- 1 Faucet Kohler 'Purist'deck-mount widespread bathroom sink faucet w/lever handles K-14406-4 BN Brushed Nickel Pop-up drain included Calacatta Gold marble the 12"x24" honed SCTM# 1000-116-04-22 SHOWER WALLS finish � 3/8" 12"X24" T.B.D., By G.C. 1 Toilet Duravit Darling New Two-Piece Toilet,Floor mounted #212601 White Order w/tank#093120&slow-close top#006339 K-19022-1-0 ;White Top-mount Calacatta Gold marble tile, 12"x24", honed LAUNDRY 1 sink Kohler Park Falls utility sink FLOOR STONE TILE 3/8 12"X24" T.B.D. B - — - ---- — -- finish / Y G.C. 1 Drain/Strainer Kohler Duostrainer K-8801-BN Vibrant Stainless 1 Faucet Kohler 'Purist'w/8" Pull-Down Spout K-7505 VS Vibrant Stainless BATH 2 KITCHEN 1 Pull-down Kitchen Faucet (Newport Brass East Linear # 1500-5143Satin Nickel COUNTER TOP Caesarstone 'PUre White 1141' 3/4" By Owner Schedules 1 Sink Franke Cube #CUX11027 !Stainless Steel Undermount BACKSPLASH Caesarstone 'Pure White 1141' 3/4" 3" High Splash, Typ. at back wall only, By Owner 1 Waste Basket Strainers Plug Franke #906SN ISatin Nickel SHAMPOO NICHE & FRAME & SHELF & BACK Caesarstone 'Pure White 1141' 3/4" By G.C. OUTDOOR SHOWER 1 Shower Fxture KES Shower System Pressure Balancing Valve Exposed Shower Set X605OB-BS Brushed Steel w/ Rainfall Head and Adjustable Slide Bar ***PLUMBER TO VERIFY ALL ACCESSORIES AND PARTS PRIOR TO ORDERING*** SCALE:As Noted A-004 © 2019 Meryl Kramer Architect All Rights Reserved A-301 A-300 Issue Date: Set: 1 1 6/22/21 PERMIT SET i ED ARC (I- KR.1� xx '9? 024802 �0 F OF NE`N Drawing Legend: ( _ _ _ = _ _ y WaIIToBeRemoved F--------- -----J_ ------ -----------------------✓--------------------- -------- ------------------------------ --------/-----------------/1-------------i Wall To Remain �/ ---------------------------------------------- F -�- -1- -�y-_-� - - -- ///��!/' i�/i /i%-/ ----- ------------------------------------------ ----------------------------------------� r------------------------------------------------------------------------- I New Wall New Foundation Wall Lines Above --------------—---------------------------------' 1 -------- !I ------------ Lines Below no j + i - - - - - Guidelines Q Fence u_ I r-_, of w Door Tag Uj, i Window Tag m —! F - , (( i i-------i i------- -——� I -----i ------i ------- I--------i I ' 1 I I i a , EDI h IEll Section X, w I I I I I I I Sheet A-XXX ll L I I I i 111 O �— ----- !----- I----- - ' OI ' Detail Tag Q w I I w ' ' 0 CRAWL SPACE i X- J j j ' ¢ 2"P .C.SLAB i % i Axxx Elevation Tag I j I ! x I I j x Axxx x Interior Elevation Tag I+ I _--_J i x _ _^ -________ _ ETO PROP -WALL PARALLEL ERTY LINE-- --------------- „ 177 / _ - i --- ; os -_ _____ ------- W I _ ABOVE LINE OF I I I I --------------- --�-__- !/;/ ' 47 / �� , I ` i OOD'STEPS -----J I ABOVEI I ------------------------ f -------- -`� _ ;-------------- - I RALLELTOPROPERTYLINE-- - _i-----_ /------ _-------- --- M E R Y L K R A M E R I .�, ,i, / /,' ---. -WALL PA / r" / % " ,'�_1 , a r c h i t e c t ✓' '%'/__�/ - ---_ ------------- ----------- i - LINE OF WALL ABOVE STEEL COLUMN ABOVE OUTDOOR I 2 6 0 HORTONS LANE SHOWER POST OFFICE BOX 1600 ABOVE I COORDINATE HEIGHT OF WALL IN FIELD PRIOR TO POUR SOUTHOLD, NY I 1971 6 3 1 - 4 7 7 - 8 7 3 6 mkarch itect • com L .— EE STRUCTURAL DRAWINGS BY JEFFREY T. BUTLER, RE, P.C. FOR FOUNDATION PLAN AND FLOOD VENTS Duffin Residence 545 Beachwood Rd. Cutchogue, NY 11935 SCTM# 1000-116-04-22 Foundation Plan NOT FOR CONSTRUCTION &§Fo undation Piancale: 1/4" = V_ SCALE:As Noted A- 100 © 2019 Meryl Kramer Architect L L All Rights Reserved A-301 A-300 Issue Date: Set: 1 1 6/22/21 PERMIT SET �,�EFt�D qRc L K/ � N 2 – A201 X24802 A OF NEV`1 A401 26'-5" 17'-0" � 30'-7" 7 21'-5" CL CL CL 58 WINDOW WINDOW WINDOW 3'-8 1/2" &HALL &SINK &HALL Drawing Legend: Wall To Be Removed ------- ----- - �— p ❑ --- � o OC `� N 5.6.. I � -� -- ----, , New Wall N - -- --- - 5' 511/2" I m N BATH 108 L - New Foundation Wall - ----- - - -- I- CL.- ILE FLOOR i -------- Lines Above " / -2'1"- 5 1/2" 3 1 2" 1'2" 1 w I I I J' USN / M ------------NI51/2" N 8'8 1/2" 3 1 2"„ S IR AND - Lines Below 2 1'-2” 12'-0 > z = _ �'_ = LAUNDRY wTDAER - -m UP R ILI�G ,n 3�-3/4-1----, P R ti Guidelines � TOR. LL WOOD FLOOR �� cr+------ N \ - - -- Fence --- I N ODE m BAR I R r> - 1 ----- ---- — FL6o soi g lJj ' � �+ `' Door Ta a LO HA�H TV CAB. —�-\-- -- C"! 105 CL. f r =I 101 Window Tag 2X6 STUD WALL � � G CLAD W/WOOD NCL. UP N- I _ m N A�xxx -� Section X, A------LIGN T_�= 104m- Sheet AXXX - Ln LINE OF FLOOR ABOVE ENTRY m 1 N WOOD DECK VESTIBULE --C_ENTER D_00R__ 106--- DEN N I 1 X r Detail Tag A201 0 0) M ON HALL WOOD FLOOR m a GREAT ROOM WOOD FLOOR rn A20o (_ _ C.L. _ 2 DOOR � � N - `� � Elevation Tag Y 101- �a _ 102 —; STEPS AND RAILING w 5 1/2" 5'-6" 5 1/2" --m 5'-0" 31/2' 5'-111/211 3 2" 11'-6" AS PER NYS CODE; I SEE A20 FOR RAILING I'U- m - 0 LJ �- -- -- x DETAILS l ,'Z ¢ DINING o WOOD FLOORMECH. A x Xxx x rt PDR, ` Interior Elevation Tag I------------------------------------, of - WOOD FLOOR i ILL j i I �w ii x 11 w CATHEDRAL CEILING o to SHELF - i`------------------- ---__ A-301 A-300 Issue Date: Set: 6/22/21 PERMIT SET 2 \SF,ED At� A201 (L K 74'-0" T.,A X OZ4802 40 5'-0" 211-511 17'-0" 30'-7" OP NO 9'-45/8" C.L.WINDOWS+WALL ALIGfV C.L. ALIGN C.L. 7" 3l-9 1/4" 3'-9 1/4" 3'-9 1/4" 3'-9 1/4" 'T' 5'-8 3/4" WIN OW WINDOW 3'-0 1/2" 7" +R OM +W.C.ALCOVE NICHE 3'-5" (H b Wall To Be Removed _J Ln -7 0 1 + M 3 1,2"T-11 ZN 1/4" i V-4 3 1/2" I I Wall To Remain RAILINGa 77,4 - to \ T-1 1 AS PER 5 /2" /2 New Wall NYS CODE TILE FLOOR11 14'-1 IIJ2" 6-4 1/2" 3 /1' E_� New Foundation ALIGN 00 tion Wall DIN C9 - 2401 -——————- Lines Above C.-t.-D /C4 - 1 C? l_ -_-L_ -I — ' \ c 50 OC1i LO M. BATH VoSo &STAIR - REC AREA IM. FLOOR __T_J__111" WOOR T 7 --------- --- Lines Below CN El 04 WOOD FLOOR b C.L Guidelines UNDER-DECK LID DRAINAGE WINDOW 0) -1 Fence TO INTERNAL 00 . �F -1 +DOOR � N DRAIN PIPE IN WALL 3 1/2 2-1 2" STAIR HALL ALIGN C.L. A 2 2---------- WOOD FLOOR -RAILING ON-SITE DOORS Door Tag L AS PER 3 1/4-11 RD 2'-111/2-1 i3 1/4" NYS CC DE 8'-8 5/8" IRO 2'-9 1/2" 5-10 3/4" RO 2'-9 1/2" 101-11, (D DIRECT MULL (0 DEC Window Tag ❑ 20'-6" 77= -51/2" Fps 10 g 5/4 X 4 ------ 209 WOOD DECKING 8 3/4" ------ ------ ///x/ if Section X, T -/0 01 LINE OF TRAY CEILING ABOVE C -- \ C�' 20 N C14 Sheet A-XXX ----------- Fi. —-------- CY) '/0 X A201 A200 X X g // ' , , x + Ky x X Detail Tag C.L. —CL. —CL.— C.L. A —RAILING 04 DOOR 208 21 -DOOR AS PER • I % �/ 13' NYS CODE -91/4 +WAL 0) CY) X Axxx Elevation Tag /x'z/ /Z1 MASTER 1Z C.L.DOOR BEDROOM x 21-1 1/2"_ '-11/2" +TRAY CEILING '__r C.L.DOD 2 x M 04 '0 WOOD FLOOR + I HAY L;Ll LIN +DECK RAILING � I / - / BEDROOM 2 EDROOM1 'q --- 2 0 3 1/2" 3 1/2" POST WOOD FLOOR WOOD FLOOR x x Interior Elevation Tag 0", 0� SEE A405 SEE A405 X UNDER-DECK FOR DRAINAGE FOR ELEVATIONS TO INTERNAL ELEVATIONS DRAIN PIPE IN WALL 203 1 RAILING I? C) &) AS PER ALIGN w/ INSIDE 7 NYS CODE CN LL-LI FACE OF FIN.WALL-- LL J AT PORCH BELOW Ln > = -- - 0 0 ' 91 M E R Y L K R A M E R VIF,MATCH DIMENSION a r c h it e c t ALIGN C.L. AT CORNER POST WINDOW +DRESSING AREA 260 H O R T O N S LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o rn 21'-5" 171-0" 30'-7" Duffin Residence 2 545 Beachwood Rd. A200 Cutchogue, NY 11935 SCTM# 1000-116-04-22 Second Floor Plan Second Floor Plan( Scale: 1/4" -0" SCALE:As Noted A- 102 2019 Meryl Kramer Architect All Rights Reserved A-301 A-300 Issue Date: Set: 1 1 6/22/21 PERMIT SET ED ARC N A.- 2 '9�� 024802 A201 OF NE`N Drawing Legend: Wall To Be Removed Wall To Remain New I Ne Wall I i New Foundation Wall t a I Lines Above I I I I I I ' � I Lin . .. es Below l , u5 CN — — — — — Guidelines I I � , o o 0 J J - 00 I I� bo I Fence I i ' 101 , Door T I O a g I,. i I 101 Window Tag I - AXXX Section X t i� i �l ' I - � I Sheet A XXX 1 1 x N �- PEN I + _ 0 , Detail T I a M — — I I WOOD I A2�1 A201) 'PERGOLA ASPHALT SP CEDAR' x Elevation T ! a I SHINGLE ROOF Tag ! -� � SHINGLE ROOF ' � I I E AR C D x SHINGLE ROOF I i S , r x nxxx x Interior Elevation at on Ta g I - O LU w w x N , I I N I N' M a. � a I o, o - J r � I I� I � i I I i i li 00 I I M E R Y L K R A M E R r a h c i t e c t 260 H O TONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t , c o m Duffin Residence 545 Beachwood Rd. Cutchogue, NY 11935 2 A2oo SCTM# 1000-116-04-22 Roof Plan 1 Roof Plan _ z ca�e SCALE:As Noted A- 1 03 © 2019 Meryl Kramer Architect All Rights Reserved T.O. Ridge Varies VIF — — — — — — — — — — — — — — Issue Date: Set: — — — — — — — — — — — — — — — — — — — — — — — — — 28'-6" 6/22/21 PERMIT SET I� I'. I / WOOD SHINGLE ROOF EAVE TRIM ' / 2 MAX EXPOSURE(TYP.) -%12 /12 8 , ' 18 I T.O. Plate 2nd Floor i. 18: 77777 - - - - - - 7777 - - 7777 — — - !' -1 7777 — 7777 7777 — — „ - 7777 7777 7777 - 7777_= CEDAR TRIM 1 I I I II',It' �II J I CEDAR CORNER FASCIA E D - R A I E I R 0 I 5 ti �"� L K i I J !,III k � I � , I •. ANDERSEN E-SERIES WINDOWS,TYP. I I I j \ DIRECT MULL ON SITE BY G.C. (. I I I I I i T.O.2nd Flr.3/4"Sub Floor � � I �� 1 T - N T 10 7/8" I , I 5 / I I 9 ? 480 2 Q- I+ .,I Op - NE P r I T.O. late 1st Floor CEDAR SHINGLESIDIN — — —. G 9118 I G O E A C D R BOARDS SIDING SET BACK FROM FACE OF SHINGLE WALL; - _ VERIFY COURSING W/ARCHITECT Drawing Legend: COVERED PRIOR TO INSTALLATION Wall To Be Removed 7777 7777 - PORCH --7777--- - - Wall To Remain B EYO N D — I I I I New Wall i New Foundation Wall - 7777 7777 7777 I OUTDOOR SHOWER BEYOND Lines Above--- j' ( ) T 7777—_7777 — — — — — — ------------ Lines Below - 7777 - - FLUSH METAL PANELING TO MATCH WINDOW — - - - - - DATUM OubO Floor_ Guidelines — — — —- Fence r ---- -- GRADE 101 Door Tag 7777 -7777 7777- 77__77 - - 7777-- - 101 --7777 Window Tag 7777 - I- - Section X, Sheet A-XXX Detail Tag North Elevation 1 Scale: 1/4" = 1'-0" x Axxx Elevation Tag x x 4Axxx x Interior Elevation Tag x T.O. Ridge VIF 28'-61' I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7777 - - - - 1I i I I I I I I M E R Y L K R A M E R I , I I I I - ----- CED AR SHINGLE ROOF NG a r ch i t e c tCEDAR SHINGLE ROOFING ASPHALT SHINGLE ROOFING I I I I I I i I COLOR& PROFILE T.B.D. I I I , I I I I► , I'. ; i 2 6 • H • R T • N S LANE - I I I POST OFFICE I I I I E BOX 1600 I I I I I , I - TO Plate 2nd Flo—or - - - - - - - — — - - - SO UTHOLD , NY 1971 18,-7 CEDAR PERGOLA _ - - II I I 6 3 1 4 7 7 8 7 3 6 I I I I I I - 7777-- 7777 - ! - - CEDAR TRIM 7777-- - --- -7777--7777 - 7777 7777 - 7777- 7777--7777---7777- 7777 7777- - 1 1 m k a r c h t e c t c o m . ST.COL.WRAPPED IN CEDAR I IO. I II -- I I I I 7777 7777- -- 7777-- 7777 7777- 7777- 7777 7777 --7777- I I i POST I WRAPPED IN C I - I -- I I EDA (TYR) i 7777 - - 7777- 7777-- 7777- 7777- 7777 - -- I RTP. I I I I I II � - 7777- 7777 7777-- - 7777-- 7777 7777 7777 7777- 7777 - - --- I I I �I I 7777 -7777 - ---7777 7777 7777---7777-- 7777 - - 7777-- 7777--- 7777 7777 I I I -7777--7777--7777 7777- - - - -- 7777- 7777 - 7777-- 7777 - 7777-CEDAR --- RAILING AS PER NYS CODEI - I I i I I I II I - „ I I - 7777--- 7777-- 7777- 7777 - 7777 7777 , T.0. 2nd FIr. 3/4"Sub Floor - _ 7777- 7777-- 7777 7777 7777- 7777- - 7777 - - / CEDAR SHINGLE SIDING 77=77 7777---. , 7777--7777--7777 - - I I ..� I ' I I I I I , ' CEDAR SHINGLE SIDING 1 ' 5 7/8"'8° : I I II i Duffin Residence - - - - - - 7777 - - 7777 7777 7777 - 7777 - - - - - - I 545 Beachwood Rd. WOOD DECK I _ T.O. Plate 1st Floor — , — I - - — — — — Cutcho ue NY 11935 g 9,-1 1/811 I I ! 1 _ r I , I � I I ---- I RANGE EXHAUST VENT 7777-7777- - 7777 - CEDAR TRIM - 7777 SCTM# 1000-116-04-22 I I I - - 7777- 7777 - --- ---7777 I 7777 - - 7777 7777 - -7777 7777 - - 7777 - 7777 - I - 7777 7777 7777- - - -- I I I 7777 7777 - 7777 - II , .. EDAR BOARDS C 7777 7777- - COVERED PORCH I i - - FIXED CEDAR LOUVERS 7777 VERIFY COURSING W/ARCHITECT - - 7777 7777 7777 7777 _ -7777 7777--7777 -CEDAR BOARDS SIDING PRIOR TO INSTALLATION AT COVERED ENTRY PORCH CEDAR SHINGLE WALL ! - C METAL RAILING - - T OUTDOOR SHOWER AS PER NYS CODE A' - -- - ---- SEE A201 --- ' i. - �-_-7777 - 7777-CEDAR RAILING A ' � � I .I S PER NYS CODE ' I METAL RAILING I I 7777- 7777- 7777- -- -7777 7777- - 77 77-7777--7777 - - - # I - - I ------ I 7777 7777 -- AS PER NYS CODE ` F , I - -- SEE A201 SIM.- - 7777- -7777- 7777- - - - 7777 777777=77777-71 - - 7777- 7777 =_ 7777 7777- WRAPPED IN CEDAR (TY R)� �' I _ - I _ _ STL COLUMN T.O. 1st Sub Floor WOOD DECK — 7777 — — - - 7777 7777--7777 - - 7777--- -7777--7777 - ( ) Elevations I RTP. - I - - - - - - - - - - - 7777 - - 7777 — — 7777 - - 7777 - - 7777 7777 — I - 7777-- 7777 7777--- 7777- 7777---7777- — '�.. - - 7777 7777- --- DATUM 0'-0") -- - - -- - ( - - - f — I 7777 I - 7777- 7777- - 7777--7777 7777--7777 7777— I � I 7777- 7777— 7777-7777--7777--7777 7777 7777 --7777--7777 --7777--7777 -- 1, -I -- --WOOD DECK SKIRTING I I - 7777- 7777 7777 '� I I 7777--- I I I I -- ----------7777--7777 7777 7777--7777- 7777 I - 7777 i ; -7777 7777 7777 7777-- - 7777 - GRADE 7777 O t - -- 7777 7777 - I I I � -- SCALE:As Noted A-200 2 East Elevation Scale: 1/4" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: / 2 1/8" \ 6/22/21 PERMIT SET MAHOGANY HANDRAIL GRIP T.O. Ridge Varies VIF — — — — — — — — — — — — — — — — CONTINUOUS 1/2"x 11/4" I STEEL HANDRAIL SUPPORT I -�I --- WELDED&GROUND SMOOTH TO POSTS / (PAINTED BLACK) CEDAR SHINGLE ROOFING STEEL POST(PAINTED BLACK) IT / 12 12- CEDAR TRIM s 8 F— I � 8 CEDAR SHINGLE SIDING T.O. Plate 2nd Floor -- -- - -CEDAR PERGOLA; _ ED SEE STRUCTURAL R UAL DRAWINGS S Section 2" Detail - Handrail Grip BYIOWNOERNCOORDOLOCATION - -T I -- -r�L GS E ROF BLOCKING C,L. &WIRING W/ARCHITECT,TYP. = WALL CEDAR RAILING AS PER NYS CODE "t --MAHOGANY HANDRAIL GRIP _ OPERABLE CEDAR LOUVERS AT BATH, - __ 1 - -ST.COL.WRAPPED IN CEDAR; J` O DISCUSS DETAIL W/ARCH. �T-_ ir�C° --- ___ r SEE STRUCTURAL DRAWINGS �f 024802 O� M v T.O. 2nd Flr.3/4 Sub Floor ----��- NE`Ny --- -- - i— --r STEEL FLAT BAR POST —STEELFLATBARPOST =- — - - �` � - - — - - - - - - - - - - - - PAINTED BLACK PAINTED BLACK T.O. Plate 1st Floor -- - - - - - - --- - - - - — — — — — CEDAR PERGOLA ABOVE OUTDOOR SHOWER — — 9'-11/8" T -- 5/4x4 MAHOGANY TREADS 5 WALL WIRE FOR WALL !` T.O. DECK/STOOP; A-201 � -- - NEW SCONCE 1 — Drawing Legend: L 1 / BY OWNER; _ - - _ - - � � „_ �, [ _ _ _ _ _ _ � Wall To Be Removed H ORD.LOCATION OPEN co x4 MAHOGANY cn 1 OG r � OF BLOCKING I 1 CEDAR SHINGLE OUTDOOR SHOWER ENCLOSURE Wall To Remain O WI RISERS & RING w Y w RCHITECT,TYP. _.-_- _ - I New Wall U2" _ ,/� METAL RAILING AS PER NY D LU i SCO E New Foundation O Wall i' • - �- ------ Lines Above LL o o - FLAT BAR — WOOD DECK&STEPS 1 3/4" > = STEEL POST(BLACK) _ -- - O 1 ------------ Lines Below _ CEDAR HORIZONTAL BOARDS - Guidelines 1 Z_ 14 1�2::THICK -- — O O iv - - — — — — s STAINLESS STEEL BASE(BLACK) T.O. 1St Sub Floor - AT OUTDOOR SHOWER DOOR O — — - - - - - - � — - -- Fence . T — I - --- --------- -- - - -- -- ----- - ------ 1 - > DATUM (0'-0") - - -- -- - j'--- , - - - - - - - - - - - - - - - T.O.GRADE HOSE BIB/FOOT WASH;COORD.LOCATION 101 Door Tag -- - IN FIELD W/ARCHITECT - - - - - Z J - -- --- -- - - - - - GRADE J Q I 101 Window Tag Section X - -L- -- ---- - - - - ---- --- -- -- - � - �--- -- --� Sheet A-XXX Section (Detail - Sliding Door at Deck _Plan Detail-0) Flat Bar Post Base 3 Scale: 1" := 1'-0" 5 Scale: 2" - V-0" -1- Detail Tag x A Elevation Tag 1 South Elevation x Scale: 1/4" = 1'-0" x Axxx x Interior Elevation Tag x T.O. Ridge Varies VIF I IT IT it M E R Y L K R A M E R a r h c i t e c t - - : CEDAR : SHINGLE i ROOFING _ I I ! : 'I 260 H ORT ON S LANE I POST OFF _ ICE BO _ X 1600 : I , ' I SPHALT SHINGLE ROOFING ! 50U TH OLD NY : 197 ( I T.�. Plate 2nd Floor — -- -- - - _ _ - --- _� - --- - 8 6 3 1 4 7 7 7 3 6 1f3'-7" - -. - - m k a r c h I t e c t c o m i I F E H A A A A ! / \ E O O 00 � - Ik= " S EEL COLUMN WRAPPED IN CEDAR; I I_ SEE STRUCTURAL DRAWINGS " I h 4 Floor -- - --- --- --- ------- _._.... -- - -- ---- -- ---- - �' CEDAR SHINGLE SIDING T.�. 2nd FI r.3 Sub o is : . : . - _ Duffin Residence I 10' -57/8 CEDAR : -__ RAILING AS PER NYS CODE ---- 545 Beachwood Rd. - - - - - — - - - - - - — - - - - - - - - - - - - - - -- -- - - --- --- - - -- ------ ---- ----- -- - Cutch o ue NY T.U. Plate 1st Floor ! - I ----- ---- -- 11 5 93 9-11/8 O— : ! , D - CEDAR BOARDS SIDING; - - SCTM --- ---- ----- # 1000-116-04-22 -- - -- - - ----- -- - VERIFY COURSING W/ARCHITECT - --- - - -- - V CO ERED PORCH/CH FIXED EDA PRIOR T INSTALLATION LAT( N CEDAR L _ 0 S L 0 LOUVERS I F -- - -- ------ --- ---- --- --- --- -------- - -- _- ! --STEEL COLUMN WRAPPED IN CEDAR; SEE STRUCTURAL DRAWINGS it WOOD DECK&STEPS : RA - - -- - -- --- - -- ------ — ------ ------ --- - ------- (LING AS PER NYS COD Y 1 I - - - - - -- - - - 1, -- Elevations T.J. 1st Sub Floor7-77 ( -- DATUM (0-0 ) -_ 12 / Issue Date: Set: \�86/22/21 PERMIT SET TYPICAL GABLE ROOF CONSTRUCTION: ALASKAN YELLOW CEDAR SHINGLE ROOFING: I 100%VERTICAL EDGE GRAIN TAPERSAWN GRADE 1 -GRACE ICE&WATER SHIELD -3/4"APA RATED PLYWOOD SHEATHING -ROOF RAFTERS @ 16"O.C. (SEE PLAN FOR SIZE) W/ 10"OPEN CELL SPRAY FOAM INSULATION R 37 I f � t, �1 AT EACH RAFTER AFTER NOT AT HEADER SIMPSON H2.5A HURRICANE TIE AT EACH RAFTER AT HEADERS '(FRED ASC -- - FIN. 5/8"GYPSUM BOARD CEILING (PAINTED) No (L K/Q,4�'Si, INTERIOR I _ it TYPICAL 2nd FLOOR CONSTRUCTION: N9> O24802 Q� �- -3/4"WOOD FLOORING NE -3/4"APA RATED ADVANTECH SUB FLOOR F � -FLOOR JOISTS(SEE PLAN FOR SIZE) w/SOUND DAMPENING INSULATION -5/8"GYPSUM WALL BOARD(PAINTED) INSULATED R-SHEATHING AND OPEN CELL INSULATION FOAM @ II B.O. 2nd FLOOR WHERE II EXPOSED TO EXTERIOR (TYP.) I Drawing Legend: --_---_. ---:_.- ...._.. _. - _ _ _ _ _ _ - - - - - - Wall To Be Removed T 0 SUB FLOOR(2nd Floor) — — --- ! ----- I Wall To Remain ' TYPICAL EXTERIOR WALL CONSTRUCTION New Wall AT SHINGLE WALL: ( New Foundation Wall ` 12 y ALASKAN YELLOW CEDAR WALL SHINGLES: • �' �_ I ' I _------_ Lines Above �8 �— —` R&R, 100%VERTICAL EDGE GRAIN TAPERSAWN GRADE OVER CEDAR BREATHER ------------ Lines Below �. \ + _ -ZIPSYSTEMSTRUCTURALINSULATED —•------- Guidelines R SHEATHING, 1-1/2'THICK R 6.6 12 / — — — —- Fence - --- _= - �' -2x6 @ 16"O.C.STUD WALL I w/ BATT INSULATION R 19 101 Door Tag 8�-,;/ ATTIC INSIDE FACE OF PORCH FACIA: -5/8"GYPSUM WALL BOARD PAINTED pct ( ( I ALASKAN YELLOW CEDAR OFA 101 Window Tag O I T.O. Plate 2nd Floor CEILING JOISTS \` T.O. FINISH OPENING_ I — — -_ — _ — — — — — u TO ALIGN w/WINDOW/DOOR CASING Section X, 18'-7" UNDERSIDE OF PORCH SOFFIT: I I SheetA-XXX Ti ALASKAN YELLOW CEDAR TYPICAL EXTERIOR WALL CONSTRUCTION T HORIZONTAL WOOD BOARDS WALL: xX Detail Tag a 2 ! BOARDS, 1X4, ALASKAN YELLOW CEDAR T&G HORIZONTAL BOARDS, o W I ! TYP.AT EXT.SOFFITS I I _ I I /4"THICK OVER CEDAR BREATHER A o -1 _, „ 'V Elevation Tag � M Z ZIP SYSTEM INSULATED STRUCTURAL x BATH 2 � v HALL BEDROOM 2 I SHEATHING, 1-1/2 THICK R 6.6 I F- ; INTERIOR EXTERIOR 2X6 @ 16"O.C.STUD WALL / BATT INSULATION R 19 x dill T.O. 2nd Flr.3/4"Sub Floor o z 5/8"GYPSUM WALL BOARD(PAINTED) j I I x ' x Interior Elevation Tag --- -. . - - - _- - I OTE:VERIFY COURSING W/ARCHITECT I x 10-5 7/8 I � I PRIOR TO INSTALLATION T.O. Plate 1st Floor "I FLOOR JOISTS _ LINE OF P.T. POST I WRAPPED IN CEDAR BEYOND I I = I 1 1 All w ' CODE COMPLIANT GUARDRAIL 0 ``J I AS PER IRC. 2020 SEC. R31200 �"� i 0 LAUNDRY w HALLWAY MECHANIC L COVERED I I ( 1 LL ap U PORCH , M E R Y L K R A M E R I = a r c h i t e c t C; ; Finish 1st Floor u_ - I DECK JOIST HEIGHT VARIES PER STEP ~ 1 ELV. (+8.5')— b T.O. 1st Sub Floor d 260 H O R T O N S LANE DATUM (0'-0") POST OFFICE BOX 1600 I WOOD DECKING SOUTHOLD, NY 1 1971 F - TYPICAL 1st FLOOR CONSTRUCTION: OVER P.T. DECK JOISTS GRADE ELV. ('+5.85') _ - - - _ — I I 6 3 1 - 4 7 7 - 8 7 .3 6 7'-10 5/8" CRAWL SPACE - -3/4 WOOD FLOORING O -- ---- - I - I'. -3/4"APA RATED ADVANTECH "SUB FLOOR' m k a r c h i t e c t c o m FLOOR JOISTS SEE PLAN FOR SIZE ( ) TAPERED WOOD CAP �t��i4,, w/SOUND DAMPENING INSULATION I II -CLOSED CELL SPRAY FOAM INSULATION R24 ( II r .I ! I I - -- II - - - -!- - . _ _, SUB FLOOR(1st Floor) I III II I I I 1 I ( ■ ik ■ = -- - --- Duffin Residence DECK JOIST 545 Beachwood Rd. I I Cutchogue, NY 11935 TYPICAL BASEMENT WALL CONSTRUCTION: ��- -PORTION OF WALL TO BE BUILT UP AFTER DETERMINING FINAL ( 1 BUilding Section @Gable Roof -STUCCO FINISH (ABOVE GRADE), / GRADE COLOR T.B.S. -CONSULT w/ARCH & LANDSCAPE ARCH IN FIELD PRIOR TO SCTM# 1000-116-04-22 SCale: 1/4" = 1'-O" -1"STYROFOAM PERIMATE RIGID INSULATION I -BITUMINOUS WATERPROOF LAYER I ! CONSTRUCTION FLOOD VENTS,SEE STRUCTURAL ___ BEAM POCKET, POURED CONCRETE FOUNDATION WALL ( 12RAWINC,S FOB LOCATJ4NS_-- ___-- SEE STRUCTURAL DRAWINGS; / -LEAVE VERTICAL REBAR EXPOSED TO TIE IN BUILT UP FND WALL r VIF HEIGHT AT EACH LOCATION,TYP. � GIRDER TYPICAL BASEMENT FLOOR CONSTRUCTION: AT FLOOD VENTS, 1'0" MAX FROM B.O.OPENING TO T.O. FIN.SLAB — STUCCO FINISH ABOVE GRADE,TYP. -2" POURED CONCRETE SLAB I _ _- ! o - -6 MIL POLY VAPOR RETARDER - 8 -2" RIGID INSULATION w PERIMETER SLAB INSULATION OMIT 6 EVERY 4'0.C.) x _ ,t I � _ n 8/MIN.CRUSHED STONE DRAINAGE LAYER SET ON UNDISTURBED EXISTING SUBGRADE Building Section IF � . I I ' I • i II II I I' III I Ii 'I uu rfi rf v - - a - - Z 11 fi I. I. I, i - I _ -- i - I I , I i r I I I I / I I v I o I J - cam, 1 � I - - I I I I I I ,i II I SCALE:As Noted I . I I I - I I I i 11 I Hi - i IIS I I II II I I - I li I I ISI I I I I I : A-300 2 Building Section @ Gable Roof Scale: 1" = 1'-0" @ 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/22/21 PERMIT SET I I 12 I 4 I '��SID Q Af Cil TYPICAL GABLE ROOF CONSTRUCTION AT DINING• KR q ASPHALT SHINGLE ROOFING: \` GAF TIMBERLINE"HDZ"WEATHERED WOOD 5 5/8 EXPOSURE GRACE ICE&WATER SHIELD -3/4"APA RATED PLYWOOD SHEATHING I -ROOF RAFTERS AT 16".O.C. y� 02 Sol �O (SEE STRUCTURAL PLAN FO R SIZE) I OF N�`N I WI OPEN CELL SPRAY FOAM INSULATION R 37 • ! Ir. �< -SIMPSON H2A HURRICANE TIE — AT EACH RAFTER NOT AT HEADER =+, ------ -SIMPSON H2.5A HURRICANE TIE _ = Drawing Legend: AT EACH RAFTER _ - AT HEADERS Wall To Be Removed _ Wall To Remain FIN.GWB CEILING AT DINING I New Wall I - - ` New Foundation Wall r ' I I' . _— Lines Above INTERIOR EXTERIOR i II - i I - -- _ ( -- -- R0 TER _ - Qp Lines BelowO12 ATTIC Guidelines 4 4 _— _ --•--•----- T.O. Plate 2nd Floor Dining Roof Fence / r~ CEILING JOISTS j 18018 - -- - - - - - - -_ Door Tag a /STAIR 1b - U.S. Beam at Bridgeo ' 1-� _, ;''I I 101 Window Tag HAll 17'-8 1/4 o I d z P z / o + Ax�icx —� Section X, r w i Sheet A-XXX IL LL U — I Building Section @ Flat Roof x T.O. 2nd Flr.3/4"Sub Floor � ! " SCale: 1° = 1'-0" -- Detail Tag I L� o �- I r rr I 11 - .. 10-5 7/8 z j I _ I Axxx Elevation Tag zt I r c \ c7 T.O. Plate 1st Floor COI z — . I I I - I - - - - - - - - - -- - - - - o — r+ 7wl ;1 x (xxx x Interior Elevation Tag I _ U) 4 - z I x \ Oi ijll l - '- — J \ Z o _ DINING ROOM o � I� w r-I t W z I -J----- - / TYPICAL EXTERIOR WALL CONSTRUCTION C; ,r - I !' 1 _ _. Finish 1st Floor - ---- _ — AT HORIZONTAL WOOD BOARDS WALL: STAIRCASE — ~— ; - - -- -" ELV. (8.5') I -ALASKAN YELLOW CEDAR HORIZONTAL T&G BOARDS, .. _._.___ __ . �� 3/4"THICK OVER CEDAR BREATHER T.O. 1st Sub Floor — I - -ZIP SYSTEM INSULATED STRUCTURAL DATUM (0'-01') FLOOR JOISTS —� R SHEATHING, 1-1/2"THICK R 6.6 M E R Y L K R A M E R r 1 INTERIOR CI -2X6 @ 16"O.C.STUD WALL I a r c h i t e c t { _{ L w/BATT INSULATION R 19 GRADE -5/8"GYPSUM WALL BOARD(PAINTED) ICRAWL SPACE - -- - I I _ I z NOTE•VERIFY COURSING W/ ARCHITECT 2 6 0 H O R T O N S LANE, £ PRIOR TO INSTALLATION POSTOFFICE BOX 1600 ' I SOUTHOLD NY 1 1971 I li { { I I _ - ' - EXTERIOR I 6 3 1 4 7 7 s 7 3 6 I I. m k a r c h 1 t e c t c o m DOUBLE 2x6 P.T.SILL PLATE I w ANCHOR BOLTS SEE STRUCTURAL DRAWINGSR I FOR SIZES ANDPA IN S C G w TERMITE SHIELD &SILL SEALER - I I jI TYPICAL BASEMENT WALLCONSTRUCTION: Duffin Residence I STUCCO FINISH (ABOVE GRADE),COLOR T.B.S. I Building Section @ Flat Roof -1"STYROFOAM PERIMATE RIGID INSULATION 545 Beachwood Rd. 1 Scale: 1/4" = 1'-0" -BITUMINOUS WATERPROOF LAYER I CUtChO Ue, NY 11935-POURED CONCRETE FOUNDATION WALL I g ISCTM# 1000-116-04-22 CRAWL SPACE v I I I i' I - r - -- (. 1" i Building Section h ! 11 Koo, ii i i : I I I : � l \ SCALE:As Noted I , 2 Building Section @Flat Roof A-301 S ___ cale: 1" = 1'-0" @ 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: T.O. Ridge VIF 6/22/21 PERMIT SET I I i I 7 1 1 I q`SO� ATTIC ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � HVAC , ATTIC UNIT jI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - / 1 ATTICEli _ TO Plate 2nd FloorCEILING JOISTS CEILING JOISTS 4 - - -- - - - - - - - IL S S B.C.Steel at Porch n. I C5 w w ED AR 18-1 1/2 = Cti I, I - - .J I 0 C7 ¢ R9 T.O. Plate Dining Roof o RAILING PER NYS CODE o J - m z 18'0 1/8" N o DECK - ! MASTER BEDROOM w DRESSING' CL. BEDROOM#2 CL. CL. BEDROOM #1 w e '{ w - U � i 7� FIr 4" u Floor - z z N T.0. 2nd 3 Sub 0 I G.C.TO SUBMIT SHOP DRAWINGS TO ( w w 10 5 7/8 ENGINEER PRIOR TO STEEL FABRICATION I 9j �248o2 II' 7-, . :I �( O� I I I I' I FLOORJOIST5 I I J FLOOR JOII5TS l T . Plate 1st Floor ,.- 1 r .0 at I � I -� I� - --- I I I .I 9' 1 1/8" — - I I, - - FLUSH E S HEADER I I 1 II = I i ICU CL - w w o DrawIn Le 00 bend: - - - - - - M m z II O r1 J i � — [ _ Wall To Be Removed rl -POR H 'I' II' I i GREAT ROOM DINING I �I _ - HALLWAY I —� DEN w .-1 rn t� I - - I'. I I � U I; w Wall To Remain 60 U II 00 I 2 New W II cn li a cn I I ( z z - - Finish 1st Floor New O — e Foundation Wall EL �I � 'i. I — — w , Lines Above I I I I I II T.O. 1st Sub Floor I I -------- --- Lines Below I - T M DAU 00 Guidelines : I fFence GRADE � , , - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - ----� - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - --� - - - - - - - - - - - - - - - -r----� - - - - - - - - - - - - - - - - G Door g ~-~~~~- r r r r r I 1 1 CRAWL SPACE 1 I RADE 101 Ta I II 1 I 1 1 1 1 I I I I i -i } I , t' i I t.. s 1 t t v 3 Lc' } a� t;f r ! I , f i s f I I �I :, ` � ,i •, `.,.,,:, 1 � I .I , E' r •f t. t, i f t, , � t -s •f. ..I. s, > ,S.• -> �,� < �i �s,� 'h', -f�, "} r" {'„� I,. ''if,.,f':.'f 'd.,' - - I , , ndow Ta f, 2 , 3 I � , .4. .,.,., ,. � ., !43 t. 1 1� ,1 1: i �#, 2 i,,, tj '>`• i t .} :,, g !, t, ,fk a" !I„!', ,! l ,} } , -3 ?.3 f.. it. •;: 2,'`;l., ,.j>, ,.c,r, I - � I I I - I I, i 1 1 I 1 �, � I� I —X- _ - ----- - I - -- -I _. - Axxx tion I I Sec X - - - - - - - - - - - - - I I I I - I -I II I I' III I I Sheet A XXX I I - I — Detail to Tag ,Xx�� v L 1 Buildin Section Scale: 1/4" = 1'-0" x Elevation Tag x x nxxx x Interior Elevation Tag x M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m Duffin Residence 545 Beachwood Rd. Cutchogue, NY 11935 SCTM# 1000-116-04-22 Building Section F11= SCALE:As Noted A-302 © 2019 Meryl Kramer Architect All Rights Reserved 5 3 • A401 A401 Issue Date: Set: WINDOW OPERATION BY 6/22/21 PERMIT SET \ / \ / \ / ELECTRIC WINDOW OPENER,CONCEAL WIRING IN TRIM,CONTROL /' \ / \ / \ / \ CENTER TO BE LOCATED IN 3 EQUAL GLASS PANELS UNDER-STAIR CLOSET fl 15_ ALL FINISH(W1) A5103 WOOD RAILING CAP �— AILING: / 1"GAP BETWEEN GLASS SEE DETAIL 5 A503 1"GAP BETWEEN GLASS ALIGN EDGE OF PANEL&WALL AN GLASS MILING PANEL&WALL AND GLASS RAILING GLASS PANEL WITH BETWEEN PANELS,TYP. INS OE SAFETY GLASS RAILING; BETWEEN PANELS,TYP. IN SHOE STAIR RISER '47 RAILING AS PER NYS CODE \��FtED ARcy/ BRIDGE: �¢�(l K�� >t� WALL FINISH r L—— ALL FINISH(W1) •� (W1) EQ _ EQ n; C4WALL FINISH(W1) «. ' L-- �I X24802 p� • I � I I fl ,I n I I I I �� I I � I I I ! II I I i I I I I I 'II I, � , I I^ I, I I J' I I I / I c� '� • . . .. ,- .� . . • - II - •. IIIIII' �'. . . � �� IiIIIIIII': . , � _- � ` •. � � !,II�T�,I�I I —IIII��IIV1I.\V1Cy�JI,\I�I l III IIII,IIIIIIII'IIIII I III:I IIII!(ti,�,�V11d�l,:1l,',l�)I'fI!�, �=II j.�nII!Vv^^V�'I�'�,!I-�IIIII!I�:I I!!I')I�Iu��II�i�I�dTIlIlI�.��I.-1II1�I I.=�I I�{II�I II0II,�I!,II,�II:I�I�'1�I,,'JI,'!,P`I:1},)Y1.`Il!�I oII��_:o�I,!I�!IDi!L�!,l II,I r,II'I:I,�l�IIlI sI.l0��!P-.�II!�I'sHII N+IIILt��II,',,,I,,I G�!,�F,,l,II:I,,.I)I,�.�,,JI III.IIIIh�„6��,!IIIIII!,I.;a{:,,l!III I lII.' >IIIrI`II�.7(�`I �I,I,h h'I�II�,VGSvl1`I I'I'.,LI•I��'I I�I:I'.I�II'''.,,,,l,III'jI')��I�II I I .I'III, r'I�,I�I II�IIII,`I��I�1ry``��I,,,�,JI,I'�I I II;:I�)Vr IIII Im,II„;v,IIA!:,II:.�I I,II I l II I I(I�. �I.II�-I!,Ii SIII I!I1!�w�IIIII'\I^1VP�1�!,;'I1,;II II I IIII IIr`.tI:III�IlhIIdu:tI�Ir�,II:!I,:„l,',i!l,�iI:!I l./I I II� r I I jII�I IIIII��>I,I�V�yw`'i J I:I!IIIIIII�I I�IIII III,VI�r�I,!I�,:\,�',1,I,'I II 1)!lII ( I�h��III!1III�^�,v�ISI�I.\I I,!�,,I,)i;III II,I�hI6V,IIr�v;,a!I;”,!Il\)lI,;I:,I I l I I�/I I �III I� I I(!IIIII�,I1V!!,I��.n�IIIi'II II II,`;Iv.1!II,!.`�IIII I�I'(III�I�: {��Ih1I��I,I�V�!I I ,(I I'II�II��,.IIvr�t�II'I,I,I1II�!l,l��I,'I II:I l (nM�Q�—�n III II )IIII!I i IIII�III��,l1,r,��,`�I'l,l„,� � �II�II,I�I"I��d,I�III�I\',•,II I• I �II(IIIhI�IIlI�V:aII`I1I'/ WI AIL FLUS BIRCH PL VENEER DLUSH DO RS BY OPEN tTO ENTRY BEYONDINISH(W4)STAIR WALL BY G.C.:WALL II/hIv��II�SI l ,` I./ / III / --/ .--/ .--/ / --------- �III�II -D—r_—aw—_—in--—L—e——e —n_—d -: ARTWALL � WaB eR em oved WaIIToRemain New Wall PROVIDE BLOCKING DOORS' r*- New Foundation Wal l ZO° I 1.• • O. . . --.. "� -. O • C° _ � ';IiI'�I—I !:- �I / /`I I(II IIiI } ---��L-- —r-- Lines . A b o v e t'� ------------ Lines Below --STAIR BEYOND TYPGuidelines Fence DoorTag Window Tag ----------------FLUSH 6"HIGH WOOD BASEWOOD-KICKSection X, Sheet A-XXX 2" 2'-0" VIF 3'-112'-1"VIF 2'-1"VIF WINE REF. (2 EQ) /X\ Detail Tag Interi:or E"evatio - Great oom 18'-91/4" Interior E"evation - Stair Elev. S (9)EQ PANELS Sc1/21aleale -0Elevation Tag x x Ax Interior Elevation Tag 4" — —————————- imm iv Q vM WAML" LFINISH (W1) RAILING AS PER NYS CODE . . - RovlIr M E R Y L W K R A M E W a r c h i t e c tA01 w; w U ----- --— UP4 z o UNDER-STAIR ---------- STORAGE N 260 HORTONS LANE GLASS RAILING IN SHOE 1-3" OPEN WOOD SHELF ABOVE W/WOOD CAP; POST OFFICE BOX 1600 ' 4 RAILING AS PER NYS CODE.UNDERCOUNTER POCKET DOOR SOUTHOLD, NY 1 1971 WINE REF. BAR 1 OPEN TO ° ; 6 3 1 - 4 7 7 - 8 7 3 6 HALLWAY BEYOND ----_ m k a r c h i t e c t c o m 01 VIF 6'-3" O BAR CABINETRY.COUNTER TOP,SPLASH AND APPLIANCES BY OWNER DOOR 201 TO MASTER SUITE WALL FINISH (W4) Stair - First Floor an A Scale. 1/2" - 1'-0" Duffin Residence --------------------- ---- - ----- -- --�taI III";IlIl'l I,,I�plfrII �II fIIIl I)�II+I I,I1!(II!III,II;I, IiIIj1�Ii ; ' \�II - -•I _ rI — A_I 1-i _- II C5u4tc5hBeachwood 1Rd. -------------------- !It 1-7 --------'--"-""-'-"' WALL FINISH (W1) ------------- SCTM# 1000-116-04-25 2 --------------------- OPEN --------------------- 16 TREADS AT 10 TYPTO SHEL DINING �------------- ----------------------- 0l ENTRY HALL BEYOND W OI OPEN TO � Interior Elevations & Stair--------------------- OPEN TO ART WALL ( OPEN TO PROVIDE BLOCKING v --------------------- !' GREAT ROOM& 60 KITCHEN BEYOND -------------- --------------------- PANTRY BI LU HID -------------------- M SCALE:As Noted o CABINETRY BY OWNER A A-401 3 Interior Elevation - Great Room 13 Stair - Second Floor Plan 4 Interior Elevation - Under Stair Stora e Interior Elevation - Great Room Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" 5 Scale: 1/2" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved i I ! I II I Issue Date: Set !, ! 6/22/21 PERMIT SET I I I I 2ND FLOOR CLNG. ( 5 B 17'-8 1/4" U.S. Beam ,i. I ! A501 -N - - t 6' -8"AFF I r 6'-8"AFF - 6'-8"AFF -6'-8"AFF -� - _- 6'-8"AFF -- - _ - -- l I z z I O O ! O : Ci z z �EFtED qR O r i O r�i ��5 �(L Klq yi o - 0 , z , z !v �� _ _ z_ _ z a O z z 0 0 ! N 1P - z o? z 102 X24802 Q SOF NV_ ; I o - _ 0o 0 d - 4 - O _= Drawing Legend: ILL u Wall To Be Removed 0 / — O ~ } ~ C7 �I (7 _ ( 1 ! Wall To Remain Q I� Q ° I j New Wall 5A L�, I I I 1A New Foundation Wall - 0 O' -------- Lines Above s, _-- - -- - ----- H _ F- � A502 I 2ND FLOOR F.F. I A501 ! { - - -- I - - - -- -- -- - - ------------ Lines Below _. 7_ Guidelines - Fence � -- - - - - I �• - - - - �-- - 101 Door Tag T �. Awnl�- t� t� t� Sc!�le. 3/4 �V-0" Type 1 scale: 3 4 — 1 0 yp g Scale: 3/4 ment Window Type F T p. Fixed Window Type I , J , K Glidin Door 3 & 4 2nd Floor Window Tag 5a n•n- Window T_ e E Awnin Window T e A at Br1d e_ T Case _ ___ 5b 6 i. = 1. 0.. 7 Scale: 3/4'' = 1'-0" $ Scale: 9/4" = 1'-0" 101 - I I I I I Section X, Sheet A-XXX I I ! I ! l vr—rr7 Detail Tag x Elevation Tag ! I x x Axxx x Interior Elevation Tag I I I ! I x I 14'�11i.I u III i iII r �I 6B IL I 1A IIII _ I y I A502 1 ST FLOOR CLING. - - _- i — / M E R Y L K R A M E R �` -- -�" - - � - -- a r c h i t e c t h I �I ISI I ! ! ! 2 6 0 HORTONS LANE ! I ! POST OFFICE BOX 1600 ! ! SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m i S S 00 00 I I - , I 0`0 CV - r lq j ! r O C; Z d F_ F. o co °° Z o ! ° Z Duffin Residence o o D o o 545 Beachwood Rd. Z o o o Cutchogue, NY 11935 l o I I SCTM# 1000-116-04-22 I I I I I I I I I I III I _ Window Line-Up I ( I 6A = ,, 1ST FLOOR F.F. t° CO 1 1 - 1 itit yy !,i SCALE:As Noted 1 T p. Fixed Window Type "B", "C", "D" 2 Fixed Window Type "G" Swin Door 1 @ 1st Floor 304 Gliding Door 2 @ 1st Floor LA Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" Scale: 3/4" = 1'-0" Scale: 3/4' A-500 © 2019 Meryl Kramer Architect All Rights Reserved I I I INTERIOR INTERIOR I Issue Date: Set: 5 5 6/22/21 PERMIT SET A500� A500 I i o I � ii/ - LINE OF _LINE OF _ _ _LINE OF LINE OF WALL ABOVE /!/ //, % WALL ABOVE WALL ABOVE WALL ABOVE ::. . ING TO MATCH WINDOW / CORNER j WOOD TRIM t ' WOOD TRIM / ' 1II (TYR) t I I j (TYR) / 00 1 / I 1 I LL j -- / tt "XI VIF 9 5/8" WINDOW R.O. WINDOW R.O. CEDAR CASING 9�fi 24802 TYPICAL WALL w/ MITERED CORNER OF NEVJ CONSTRUCTION AND 1/8"QUIRK FIELD JOINT SEE A-300 DIRECT MULL ON SITE BY G.C. @ POST,TYP. EXTERIOR EXTERIOR THICKNESS T.B.D. LINE OF WINDOW CASING CEDAR CASING — LINE OF WINDOW SILL PROFILE T.B.D. Drawing Legend: Plan Detail - Typ. Window Jamb at Clerestory Windows Plan Detail - T p. Window Jamb Plan Detail - Typ. Window Jamb at Direct Mull �Pclan .l)etail - TWindow Corner Posta ITo Be Removed le3 - 1 -0 Wall To Remain Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" " New Wall New Foundation Wall -------- Lines Above LINE OF FACE OF CONCRETE CEDAR - Lines Below 5 1/2" FOUNDATION WALL BELOW SHINGLES — --- —•— Guidelines PORCH WOOD SILL&TRIM ABOVE PORCH LINE Fence / _ rWALLEABOVE SHINGLE 101 Door Tag I - WOOD SILL 101 Window Tag C Icx Section X, � + I ISheet A-XXX Detail Tag o I � O Elevation Tag % I- W 1! / ' x CENTER RAILING / O WOOD RAILING ON POST — — ,� — — — — — — — — — — — �— — — — — — — �- — � TYPICAL WALL - ` , ! / 2 x nxxx x Interior Elevation Tag CONSTRUCTION SEE A-300 x 3/4" CEDAR HEAD CASING T. --CEDAR HEAD CASING W/ DRIP CAP w/ DRIP CAP // i/ "'%/ ///j / PROFILE T.B.D. �% PROFILE T.B.D. — - 6'-8"A.F.F._ / /� /�� — — —8'-9 1�A.F.F. Air N / 3/4'I %/ CEDAR I CEDAR CASING CEDAR CASING l I FIN. CEILINGIf C SHINGLES EQ EQ w/MITERED CORNER VI F, MATCH POST ABOVE w/ MITERED CORNER AND 1/8"QUIRK AND 1/'8"QUIRK M E R Y L K R A M E R I j WOOD TRIM @POST,TYP. @ POST,TYP. a r c h i t e c t o THICKNESS T.B.D. THICKNESS T.B.D. - - - -I WOOD TRIM 0-1 0 EXTERIOR EXTERIOR I � w Z W 2 6 0 HORTONS LANE I — I POST OFFICE BOX 1600 Plan Detail - Porch End Wall "PlanDetail _ Typ. Porch Intermediate Post Plan Detail - Porch Corner Post 7 -- SOUTHOLD, NY 1 1971 Scale: 3" = 1'-0" 8 Scale: 3" = 1'-0" 56 Section Detail - T p. window Head 66 Section Detail -Typ. Window Head m k a r c h i t e c t . c o m Scale' Actual Size Scale: Actual Size SILL ONLY INTERIOR i' 5 Duffin Residence A500 545 Beachwood Rd. I - WOOD SILL —I�l- ---- WOOD SILL — LINE of Cutchogue, NY 11935 WALL ABOVE / — --- — // SCTM# 1000-116-04-22 IFi FIN. FLOOR / �'/ % O / WOOD TRIM 1 I 1 '! I (TYR) .I tj 1/4 SILL TRIM CEDAR SILL TRIM PROFILE T.B.D. CD PROFILE T.B.D. W U) - - ELF-ADHESIVE FLASH SELF-ADHESIVE FLASHING %/- _ :=- ^�, Details OR METAL PANNING / OR METAL PANNING M // ' OVER CONTINUOUS " OVER CONTINUOUS - SLOPED SHIM (TYR) / � SLOPED SHIM (TYR) - - TYPICAL HORIZONTAL I WOOD BOARDS �l 1 -----_ � WALL CONSTRUCTION _ SEE A 301 EXTERIOR SCALE:As Noted _-- CEDAR CASING = 1 Ltd- / - - --- ------ -� PROFILE T.B.D. A-501 Plan Detail - Den Window Jamb Plan Detail - Den Window Jamb -- ------------ r 10 Scale: 3" = 1'-0" Scale: 3" = 1'-0" 5A Section Detail - Typ. VV Indow Sill 6A Section Detail - T p. Full-Hei ht Window Sill Scale: 3" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved i Issue Date: Set: 6/22/21 PERMIT SET i SEE STRUCTURAL PLANS n WOOD PERGOLA,SEE _ STRUCTURAL PLANS Ln � o ��tED ARC L) L KF?_, 'pYO U) =;.A - 1011X : , �'9� X24802 Q� M - - OF NES 77777771 7'-0"AFF Ij MASTER BEDROOM EXTERIOF Drawing Legend: Section Detail -Sliding Door Head --- Wall To Be Removed alB �,— ---_----- Wall To Remain cale: Actual Size W New Wall p New Foundation Wall U C0 -—————— - Lines Above Z ------------ Lines Below SLIDING DOOR ASSEMBLY W — — — — — Guidelines a Fence j PITCH TO INTERNAL DRAIN Z 101 Door Tag ail � METAL PAN FLASHING AS REQ. _j SET ON SECOND LAYER OF SUB FLOOR 101 I Window Tag FINISH 2nd FLOOR Section X, -WOOD SILL TRIM T.B.D. Sheet A XXX `- WOOD DECKING ON TAPERED SLEEPERS N zoy Detail Tag V `��' u SLOPE TO DRAINJX — / \ - _ --- - Z0 Axxx Elevation Tag Z OU O o z NOTE: PORCH DECK TO DRAIN AUX Ax x Interior Elevation Tag o U_ ' VIA INTERNAL DRAIN PIPE IN WALL SEE STRUCTURAL PLANS i x n c IN c Y (A _j w 0 U n U-' Q Q CY -- - — i W 8'-113/4"AFF E- --��-------------- ' 2!! M E R c Lh Q K R A M E R GWB SHADE j: GREAT ROOM POCKET EXTERIOR - LO 2 6 0 H ORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY I 1971 Section Detail - Sliding Door 6 3 1 - 4 7 7 - 8 7 3 6 1A - - --- mkarch itect . com Scale: 2" = 1'-0" TYPICAL 1ST FLOOR j CONSTRUCTION j SEE A-300 Duffin Residence INTERIOR FINISH FLOOR 54.5 Beachwood Rd. METAL PAN FLASHING AS REQ. Cutchogue, NY 11935 SET ON T.O.WARM BOARD +3/4" FINISHED FLOOR WOOD SILL TRIM T.B.D. ` ` ` SCTM# 1000-116-04-22 170 WOOD DECKING I Details o o — CRAWL © TYPICAL FOUNDATION SCALE:As Noted -_ WALL CONSTRUCTION o o- SEE A-300 v o A-502 2 :section Detail - Sliding Door at Deck Scale: 2" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved Issue Date: Set: -- ------- ---- 6/22/21 PERMIT SET \\ – RAILING AS PER NYS CODE —SAFETY GLASS AS PER NYS CODE p GLASS RAILING IN SHOE WITH in 1-1/2"DIA.WOOD DOWEL CAP (ED qRc GLASS RAILING BASE SHOE �` ��(L Ki,� y/) --FLUSH WITH FINISHED FLOOR �F-p – – -- – - i - SOLID WOOD NOSING AT BRIDGE e /,- FINISH WOOD FLOOR (P 024802 OF N / —N Drawing Legend: Wall To Be Removed / I Wall To Remain New Wall New Foundation Wall -------- Lines Above /. ------------ Lines Below — — — — — Guidelines / GWB AT SIDE&BOTTOM OF"BRIDGE" — — — —- Fence BOTTOM TO ALIGN w/CEILING AT ENTRY HALL / I 101 Door Tag Aection Detail - Interior Handrail at BridgeWindow Tag ale: 11/2" = 1'-0" /. 00Axxx —, Section X, Sheet A-XXX I \ -- Detail Tag 3/4"THK.PTD.WOOD \ DOOR CASING Elevation Tag x x <xxx x Interior Elevation Tag x \ GBW WALL FINISH \ MPTD.WOOD BASE 2 \ 4 14„ A502 1 \ C/) M E R Y L K R A M E R 2 a r c h i t e c t - ---- ------- \ 2 6 0 H ORTONS LANE POST OFFICE BOX 1600 I , I , I ! SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 SEE SCHEDULE m k a r c h i t e c t c o m - IWALL FINISH(W3) 1 Typ. Door Details - Swing Door Elev. 4 Section Detail - Typ. Base IScale: 1 1/2" = 1'-0" Scale: 3" = 1'-0" z Duffin Residence \ \ -I i \ / II o I! I 545 Beachwood Rd. II II' j ! ��—r—� Cutchogue, NY 11935 �, I PTD.WOOD CASING 1/4 PTD.WOOD CASING SCTM# 1000-116-04-22 1/4rr 1/2r, I � i � 21/4" 1/2" 2 1/4" � 3/4' I II I , � GBW WALL FINISH GBW WALL FINISH LINE OF HEAD ABOVE LINE OF HEAD ABOVE ! -- - - - /; Details � — POCKET DOOR —SWING DOOR L — . . . . / . . . . . . . . . ._. , . . . . SCALE:As Noted Plan Detail - Typ. Swing Door Jamb Plan Detail - T . Pocket Door Jamb Section Detail - Interior Stair A-503 Scale: 3" = 1'-0" Sc(:D3 ale: 3" = 1'-0" Scale: 3" = 1'-0" © 2019 Meryl Kramer Architect All Rights Reserved