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~�p�1SUFFOLkcpGy Town of Southold 3/16/2024 a P.O.Box 1179 o - �' �. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45052 Date: 3/16/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 745 Aquaview Ave.,East Marion SCTM#: 473889 Sec/Block/Lot:",- 21.-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/20/2021 pursuant to which Building Permit No. 46749 dated 8/26/2021 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: reconstruction of a single family dwelling with unfinished basement, second floor balcony, raised patio and attached garage as applied for per ZBA#7293,dated 11/21/2019. The certificate is issued to Milano, Susan&Timothy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1181 2/13/2024 ELECTRICAL CERTIFICATE NO. 46749 12/12/2022 PLUMBERS CERTIFICATION DATED 9/16/2022 BrafNecuch 0 Auto 'zed i nature �o�suFFot,r�o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT H TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND.SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46749 Date: 8/26/2021 Permission is hereby granted to: Milano, Susan 140 Harvard Ave Rockville Centre, NY 11570 To: demolish existing accessory garage and shed and to demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD, ZBA and Trustees approvals. At premises located at: 745 Aquaview Ave., East Marion SCTM #473889 Sec/Block/Lot# 21.-2-9 Pursuant to application dated 7/23/2021 and approved by the Building Inspector. To expire on 2125/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,800.00 CO-NEW DWELLING $50.00 DEMOLITION $225.10 Total: $2,075.10 'r KS-Pector pF SO�jyo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinO-town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Susan Milano Address: 745 Aquaview Ave city:East Marion st: NY zip: 11939 Building Permit#: 46749 section: 21 Block: 2 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: LC Electric License No: 38043ME 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 X INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceiling Fixtures 80 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures Smoke Detectors 4 Main Panel 200 A/C Condenser 3 Single Recpt Recessed Fixtures Heat Detectors 1 Sub Panel 100 A/C Blower 3 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect 3 Switches 53 4'LED Exit Fixtures 11 Pump Other Equipment: Oven, Hood, DW, Micro, Fridge, Mini Fridge, Steam Shower, Step Light 3, LED- Mirror, 200A Panel, 100A Panel, 200A Transfer Switch / No Generator New Two Story Inspector Signature: Date: December 12, 2022 S.Devlin-Cert Electrical Compliance Form SO!ll�,Of- � o Town Hall Annex Telephone(631)765-18( 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 A.- a Y L1 BUILDING DEPARTAW.NT TOWN OF SOUMOLD CERTIFICATION Date: 9116e. IXO, Building Permit No. Owner. �j (Please print) Plumber•. ]J e L��� —a (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. 4 umbers Signature) Sworn to before me this day of-<)f0t�tfm�f 20 d-2— SUSAN A.RIZZO Notary Public:State of New York No.is R16goll(59 Qualified in Suffot',c County Commission Expires march 17, Notary Public, ��L/� county OF SOUTho TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1802 I NSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND� . K-INSULATION/CAULKING [ '] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [pG]_CODE VIOLATION [ ] PRE C/O u/cwK tc .Q DATE 1 ZZ INSPECTOR pE SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] UNDATION 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 [ ]- RENTAL "�ll_� REMARKS: a �Pitf�►"`n ,d AD 0 ' i�MkA J0llJrA6lVVA bVVVRt DATE & lQlaaaa� _ INSPECTOR SOUTHpIo i �7 l q VeA-It leL" — # # TOWN OF SOUTHOLD.BUILDI DEPT. 631-765-1802 4 = INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING4.STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ]- RENTAL REMARKS: d S(_7e 44 DATE (i INSPECTOR t' AOE Mgt,� 1�� 6 (/ -7 l g No S UTHOLD BUILDING-DEPT. cou 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) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' L4 DATE INSPECTOR OF SOUIho� TOWN OF SOUTHOLD BUILDING DEPT. `ycourml 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH 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 [ ] RENTAL REMARKS: _ k4 MPWAC� S il-f2d DATE INSPECTOR so TOWN OF .SOUTHOLD BUILDING DEPT. couffov, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING ] FRAMING/STRAPPING [ FINAL 01.%> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE /O [ ] RENTAL REMARKS: v(e `on- l � t 417rflIv DATE INSPECTOR OF SOUTyO� II� 7 # TOWN OF SOUTHOLD BUILDING EPT. °`ycourm�F'' 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) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l 1 DATE1912141- INSPECTOR AOFSOUTy��o ����/�•� TOWN OF SOU HOLD BUILDING DEPT. 631-765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATTION/CAULKING [ ] FRAMING/STRAPPING [ FINAL R� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 640L DATE IV INSPECTOR r Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com November 16, 2021 Submitted to: Building Inspector's Office NOV 1 9 2121 Town of Southold BUILDING DEPT. Owner: Susan Milano - TOWN OFSOUTHOLD 740 Harvard Avenue Rockville Centre, NY 11570 Project: Additions to an existing dwelling at 745 Aquaview Avenue in East Marion BP: 46749 FOUNDATION INSPECTION The contractor of the above referenced construction site asked me to certify the foundation work so he may proceed with the framing without delay.The earliest inspection date by the Town was not available until the first week in December. I conducted all required inspections regarding footings, rebars,anchor bolts and dampproofing and documented the foundation phases. Please refer to the photos attached with this letter. I hereby certify—to the best of my professional knowledge-that the work was performed in compliance with all N.Y.State and local rules and regulations and in accordance with the architect's plans and specifications. Sinc rely, " Fra#Uellendahl, RA ' � �r9 021 ro `� OF N .Building Envelope and: Duct Tightness Deport 2018 IECC ag amended by the 2020 New York state Supplement,sections 402.4.1.2 and 4033.4 Address of Test 745 Aquaview Avenue,East Marion,:NY 11939: -Test Date - 1:11212022 Building Permit#: 46749 Compliance Pathway :Performance Test Completed by: _Chrlstopher Silvia "SNET Rater ID# 4150294. .... Home Enexgy Solutions NATE ID#. 187 East Main Street ICC ID'# Huntington,NY-11743 ... ... BPI#• 631-673-0664 Building:Envelope Tightness !Volume Calculation::. Check if: Floor. . Area: Volume: Conditioned Basement • - Basement ❑Conditioned Crawl Space. 1st 1884� 16992. ❑Sealed Attic ' . : 2"d :1415 13104 The conditioned floor area o dwelling is calculated in 3'd accor ne ith ANSI Z76S, xcept that conditioned floor Attic 5062 a Includes re'as where a ceiling height is less than 5 Total Volume. 35158 . CFM:@50 pa 1451 Air changes/hr@ a 2.48 : : .. Code Compliajce: Pass Duct Tightness: Post Constructio T tal D eakage System-1: list Floor :Duct Location Basement Floor Area 1884 Leakage .CFM @ 250a 73 CFW100 R2 6A 3.87 Code;Compliance: Pass: System-2: Within Condition Space. Duet-Location'Conditioned Space- F1oor Area Leakage CFM @.25pa N!A .- CFM7.100 ft,.CFA N!A .. Code.Compliancm Exempt System-3: Within Condition Space Duct:Location. Condition ed S ace Floor Area :. Leakage CFM @ 25pa NIA CF1V11100 fe CFA NIA Code:Compliance: Exempt All building.envelope tightiness testing:has been verified using Instruments:and procedures specified in ASTM E1827 as required by .. . 2018 IECC as.amended by:the 2020.New York State Supplement,section.402.4.1.2.The bullding.duct and plenum.system.has.been :verified as requited by the 2018 IECC as amended.by:2020 New York State.Supplement,:Section 4033.4. Signature: " • rs Date:. 1112/2022 Christopher Salvia;]Home Energy Solutions Load Short .Form . . . i. .Av Job: 745 Aquaview e H Q M E ENERGY Dater 4/28/22 Entire House By:. . Katelyn Maieski HomeEnergy Solutions Inc. . 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email::gd1amay3@gmail:com Project • • For: 745 Aquaview Ave, East:Marion,NY:11939 Design Information Htg Clg Infiltration Outside.db(°F): 15 82 Method Simplified .. Inside db(°F)_ 72 75 Construction quality Tight ::Design TD:('F) 57: 7 : Fireplaces 1 (Tight) :Daily range::. _ L Inside humidity(%) 35, 50 Moisture difference(gr/lb) 32_ 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Na Make n/a Trade: n/a Trade n/a Model:: n/a ':: Cond n/a AHRI.ref n/a Coil n/a ..AHRI ref n/a Efficiency n/a Efficiency n/a.: ... Heating input Sensible cooling Q Btuh Heating output 0 Btuh. Latent cooling 0 .Btuh Temperature rise 0 °F Total cooling -0:Btuh Actual air flow- 0 cfm Actual air flow 0 cfm Airflow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure: :0 in H2O. Static pressure 0 in.H2O Space thermostat n/a Load sensible heat ratio - 0 ROOM:NAME: Area Htg load Glg load Htg AVF Clg AVF: (ftz) (Btuh) (Btuh) ... (cfm)' :(cfm) .:. AH1 :1st Floor. 1867 35452 25332 1350. 1350 AH2:2nd Floor. -780 13829: 9699. 60.0- 600 AH3_Abv Garage. - 618 10771 5707 593 593 Entire House 3265..: 150051 40737 2543- .: 2543 Other equip:loads .5374 674" ..Equip. @ .' 0.87 .RSM 3611.1 -Latent cooling: 5495 TOTALS l 3265 I 65425: 41605 25 I I I 43. 2543 . - Calculations approved by ACCA:to meet all requirements of Manual,J.8th Ed. - wrightsmft" 2022-Apr-2816:22:49 �� m.• Right-Suite®Universal 2021 21.0.06 RSU20822 Page 1' i + .:.rightsoft HVAC1745 Aquaview Ave'East Marion.rup Calc=MJ8 Front Door faces: S' r �.. Load'Short Form Job: 745Aquaview.Ave 11 @ K1 L• E N E R G Y Date: 4/28/22 AM 1st Floor. By: Katelyn Maieski Home Energy Solutions Inc. 187 East.Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail'.com: Project • • For: 745 Aquaview Ave,.East Marion, NY 11939. Design Information Htg Clg Infiltration' Outside db(°.F) 15 82 Method Simplified Inside db(°F): : 72 75 Construction quality. _ Tight Design TD(°F). 57 7 Fireplaces 1 (Tight) .. Daily range _ L Inside:humidity(%) 35 50 :Moisture difference.(gr/lb) 32 37 HEATING EQUIPMENT COOLING EQUIPMENT:: Make Daikin Make Daikin Trade DAIKIN: . Trade DAIKIN Model :DC96VC0804CNA ' _ Cond DX16SA0421A AHRI ref' 7368889 Coil CHPF4860D6D+DC96VC0804CNA+TXV AHRI ref -7362672 Efficiency 96A AFLIE :Efficiency 13.0 EER;.16 SEER Heating input.:: 80000 Btuh: Sensible cooling 28350 Btuh Heating output::: 7.7000 Btuh Latent cooling_ 12150 Btuh Temperature rise 52 °F - Total cooling 40500::Btuh Actual airflow 1350 cfm Actual air flow 1350 cfm Air flow factor 0.038 cfm/Btuh Airflow factor 0.053 cfm/Btuh Static pressure 0.80 :in H2O Static pressure 0.80 in H2O: Space thermostat Load.sensible heat ratio 0:86 ROOM NAME Area, Htg load: Clg load Htg AVF :Clg AVF (ftz) (Btuh) (Btuh): (cfm) (cfm) Bath 1 130. . 3248 2519 124..: 134 Bedroom.1 369 6362 2873 242 153 Den 204 5669 4493 216 239 Kitchen 484 6302 6469 240 345 Laundry Rm : : . 55 0 0: 0 0 Living Room 306 .6878 3908- 262 208: PWdr Rm 30 0 0 0 O. Vestibule 288 - 6993 5070 266 . : 270 Calculations_approved by:ACCA to meet all requirements of Manual J 8th:Ed. ' - - Wright soft- 2022-Apr-2816:22:49 Rig ht-Suite®.Universal2021.21.0.06 RSU26822 -Paget /9t.L+P1 ...right'soft HVAM745 Aquaview Ave_East:Marion.rup Calc=M,18 Front Door faces: S AH:1 1sf Floor .1867 35452 . 25332: 1350 1350 - Other equip loads : 2598. 326 Equip. @ b.87 RSM 22373, Latent cooling 4053 TOTALS 1867 :38050 I 26426 i 1350 I 1350' w. Calculations,approved by ACCA:to:meet all regu.irements'of Manual.J.8th Ed. L wrightsoft" 202 2-Apr-28 15'.22:49 Right-Suite®Universal2021 21.0.06 RSU20822 Page3 Ifni ...rightsoft HVAC\745 Aquaview Ave—East Marion.rup' Calc=MJ8 Front Door faces: S. - Load Short ForI11 " Job: 745Aquaview.Ave FI Q M[ E E ILA:Y Dater 4/28122 - AH2_.211d Floor By: Kateiyn Mafeski. Home;Energy SolutionsIhc-. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail:c0m:' Project • • For: 745 Aquaview Ave,.East Marion,NY 11939 Design Information Htg Clg- Infiltration Outside db ff) 15 82 Method . . .. Simplified. . Inside db(°F). .. 72 75 Construction quality. Tight. .. _ Design TD(°F). 57 7 Fireplaces 1 (Tight) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 37 . HEATING'EQUIPMEN.T COOLING EQUIPMENT: Make Daikin Make: Daikin Trade DAIKIN. : Trade DAIKIN Model :DC96VC0403BN Cond - DX16SA0181A AHRI ref: 7368887 Coil: CHPF363666C+DC96VC04036NA+TXV AHRI ref 7362506 Efficiency 96AAFUE Efficiency 13.0 EER-16 SEER Heating input :- 40000 Btuh. _ . Sensible cooling 12600 Btuh Heating output::. 38000 Btuh Latent cooling_ 5400 Btuh Temperature rise 58 °F Total cooling 18000::Btuh Actual air.MjW 600: cfm Actual air flow 600 cfm :Air flow-factor 0.043 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0.60 :in H2O Static pressure 0.60 in H2O:. Space thermostat Load sensible heat ratio 0:84 ROOM.NAME Area. Htg load: Clg load Htg AVF :Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) .2nd FL Hall . .51: . 0 .0 0. . 0 2nd FI Stair 37 750 1188 33 73 Bath 3 58 868- 920 38 57 Bedroom 2 341 7124. 4356 309 269 .. Bedroom 3 292 5087 3236 221 200: . AH2_2nd Floor. 780 13829 9699 600 600. Other equip loads 1439 180 ..Equip.@ 0.87. :RSM 86.15 Latent cooling 1892 TOTALS r 780 I 15268: 1 10507 1 600: 1 600 Calculations approved by ACCA to meet all requirements of Manual J 8th:Ed. -*- wrightsoft- 2022-Apr-2816:22:49 .,: Right:Suite®Universal 2021,21.0.06 RS020822 Page 4 Ini ...rightsoft HVAC\745 Aquaview Ave_East Marion.rup Cala=MJ8 Front Door faces: S Load Short.Form Job: .745Aquaview.Ave I I @p hi E E'4 h R t:)'. Date: 4l28/22 AH3 Abv Garage By: Katelyn Maleski Home Energy'Solutions lnc. 187 East Main Street,Huntington,NY 1-1743 Phone:631-673-0664 Email::gdlamay3@gmail.com Project Information For: 745 Aquaview Ave, East'Marion, NY-11939 Design Information p. Htg Clg Infiltration Outside.db (°F) 15 82 Method Simplified Inside db ff): 72 75 Construction quality Tight Design TD:(°F) 57 7 Fireplaces 1 (Tight) :Daily range: - L .Inside humidity(%) 35, 50 Moisture difference(gr/lb) 32 37 HEATING EQUIPMENT COOLING:EQUIPMENT; Make Daikin Make D.aikin Trade: DAIKIN Trade DAIKIN Model:: DC96SE0403BNA -Cond DX16SA0181A AHRI.ref 203401.010 Coil .CHPF3636B6C+DC96SE0403BNA+TXV AHRI ref 203487033 Efficiency 96.1 AFLIE Efficiency 13:0 EER, 16 SEER :Heating input 40000 Btuh Sensible cooling 12460 Btuh Heating output 38000 BtUh. Latent cooling 534b .Btuh Temperature rise 58 °F Total Cooling 17800:Btuh Actual air flow 593 cfm Actual'air flow -593-Cfm Air•flow'factor 0.055 cfm/Btuh Air flow factor :0.104 cfm/Btuh Static pressure: :0.60 in H2O Static pressure 0.60 in.H2O Space thermostat Load sensible heat ratio 0.78 ROOM:NAME. Area Htg load Clg load: Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 4 58 1059. 654 :58. 68 Bedroom 4 482 9711: 5053 535 525 Stairwell 78 10 0 0 0 AH3 Abv Garage 618.-: 10771 5707 593 593 Other equip loads 1337 168 Equip. @ 0.87 RSM 5.122 Latent cooling, .1694 TOTALS I 618 l 1210.7 I 6817 I 593 I 593 Calculations approved by ACCA:to:meet all requirements-of Manual J.8th Ed. - wrightSoft` 2022-Apr-2816:22:49 C Rig ht-Suite@ Universal 2021 21.0.06'RSU20822 Page 5 AC&...rightsoft HVAC\745 Aquaview Ave East Marion.rup Palo=MJ8 Front Door faces: S. T 1 N 7yk Basement 10 x4. 12x4 - CrawlSpace 6x12 .. 12.4 10x4 10 x 12 "-- 6'z12 14 x12 10x12 ' Basement 14x16 6x12 I .. .. 4x12 G� ., fix4 Job#: 745 Aquaview Ave Home"Energy Solutions Inc. Scale: 1 : 136' Performed by Katelyn Maieski for: Page 1 745 Aquaview;Ave 9 187 East Main Street Ri. ht-Suite@ Universal 2021 East Marion;NY 11939 Huntington,NY 11743 211.0.06 RSU20822 Phone:;631-673-0664- 2022-Apr-28 16-.24:07 gdlamay3@gmail.com ...745.A'quaview Ave East Marion.ru 1st Floor 120 Ffm; �CM�172 dm - - .. pert':.. ... :.. :.. . Kitchen' - - ... 120 .. . .. - � ... Living Rom.:: ... .�26208n .:: .. .. . 6 .�wdr Rm. 4x12 Bx;12 .. .. - 270 m. .. 2x .. 12 i Vesiibule Bedroom'I. - Garage �1350 dm. Bx12 6rz,12 .. ,/242 drn .': ... ... .. -- ... L.av ry auncl Rmh 1 �: � -m: . - . Job:#::745 Aquaview Ave Scale: 1 136- Performed by Kate:lyn Maieski:for: Home�Energy`solutions:Inc. Page 2 187 East Main Street' 745-Aquaview Ave Right-Suite®Uni4ersa1.2021.. East Marion,NY 11939 21.0:06 RSU20822 Huntington,NY 11743 Phone:631-67.3-0664 2022-Apr-28 16:24:07: gdlamay3@gmail.cortl .,,745 Aquaview Ave East Marfon.ru N ka 1 2nd Floor .. 2nd FL Hal'' .. Bedroom 2.. _ 600 cfm Bedroom 3 10x12 12_x 12 fix1 5. 0. 221 d 155 dm 7 155 dm 6x12 - 5. . . 7 cfm ..57 m . . Bath 3 • 2nd F''Stair Bath 4 - 593'dm FAl.. Bedroom 4 267 dm '287 dm Job#: 745 Aquaview Ave Scale: 1 : 136 Performed by Katelyn Maieski for: Home Energy Solutions Inc. Page 3 745 Aquaview Ave 187 East Main Street Right-Suite@ Universal 2021 East Marion,NY 11939 Huntington,-NY 11743 .21.0.06 RSU20822 Phone:.631-673-0664 2022-Apr-28 16:24:07 gdlamay3@gmail.com- ...745 Aquaview Ave East Marion.ru Manual S Compliance .Report- Job: 745 Aquaview.Ave .Date:: 4/28@2 HeME ENERGY. •��._.� . •� AH1 1st Floor By: Katelyn Maieski Home.Energy'Solutions Inc. 187.East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For:. 745 Aquaview Ave,East Marion,-NY 11939. Cooling Equipment Design Conditions. Outdoor.design DB: 82.2°F. Sensible gain: 25657 Btuh Entering coil DB: 75.3°F:' Outdoor.design WB: 72.0°F- Latent gain: 4053 Btuh Entering coil WB: 63.0°F- . Indoor:design DB-. 75.0°F Total gain: 29710 Btuh. Indoor RH: 500% Estimated airflow: 1350 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Daikin Model: DX16SA0421A+CHPF4860D6D+DC96VC08046NA+TXV Actual airflow: 1350 cfm Sensible capacity: 34379: Btuh 134%of load Latent capacity:- 6435 Btuh 159%of load Total capacity: 40815 Btuh 137%of load SHR:. 84% Heating Equipment :Design Conditions Outdoor.design DB: 14.6°F Heat loss: 38050 Btuh Entering coil DB:. 69.3°F Indoor design DB: 72.0°F Manufacturer's Performance,Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Daikin Model: DC96VC0804CNA Actual airflow: 1350: cfm Output capacity', 77000 Btuh 202%of load Temp. rise: - 50 'F Meets all requirements of ACCA Manual S. wrightsoft- 2022-Apr-2816:22:49 Right-Sulte®.Universal2021.21.0.06 RSU20822 Fage1 rightsoft HVAC\745 Aquaview Ave_East Marion.rup Calc=MJ8 Front Door faces: S Manual'S Compliance Report Job: '45Aq°a�leW-"�e Dater 4128/22 t!tJh9 E E\E RG1' AH2- 2n.d Floor By: Katelyn Maieski oi.u. ion• Home.Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gd1amay3@gmail,com Project • • For: 745 Aquaview Ave, East Marion,NY 11939 Cooling Equipment Design Conditions Outdoor.design DB:- 82.2°F Sensible gain: 9880 . Btuh . Entering coil DB:.. 75.3°F Outdoor design WB:. 72.0°F Latent gain:. 1892 Btuh Entering coil WB: :63.1°F Indoor design DB: 75.0°F Total gain: 11772 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Daikin Model: DX1;6SA0181A+CHPF3636B6C+DC96VC0403BNA+TXV Actual airflow: 600 cfm: Sensible capacity: 14675 Btuh 149%of load Lafent capacity: 3271. .Btuh 1731/o of load Total capacity: 17946 Btuh 152%of load SHR: 82p/o Heating Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 15268 Btuh Entering coil DB: 69.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions.. Equipment.type: Prop furnace Manufacturer: Daikin Model: DC96VC0403BN Actual airflow: 600 cfm Output capacity: 38000 Btuh 249%of load Temp.rise: 50 °F Meets.all requirements of ACCA.Manual S. W rightseft- 2022-Apr-2816:22:49 Right=Suite®Universal2021,21.0.06 RSU20822 Paget ...rightsoft HVACV45"Aquaview Ave—East Marion.rup Cale=MJ8 Front Door faces: S Manual S Compliance-Report - Job: 745 A qua„iew.A„e ;-H@ M E E N E R l'.Y.: Date: 4/28122 I„," AH3=Abe Garage By:. Katelyn Maieski Home Energy Solutions-Inc. q. 18TEiast Main Street,Huntington,NY 11743 Phone:631.673-0664 Email::gdlamay3@gma1l.com Project • • For:. 745 Aquaview Ave,East Marion,-NY 11939 Cooling Equipment Design Conditions Outdoor design DB:. 82.2°F' Sensible gain: 5874 Btuh . Entering coil DB:. 75.5°F:' Outdoor design WB:. 72.0°F• Latent gain: 1694 Btuh Entering coil WB: 63.1°F Indoor:design DB-. 75.0°F Total gain: 7569 Btuh: Indoor RH: 50% Estimated airflow: '593 cfm Manufacturer's Performance Data at:Actual Design Conditions Equipment type: Split AC Manufacturer: Daikin Model: :DX16SA0181.A+CHPF3636B6C+DC96SE0403BNA+TXV. Actual airflow: 593 cfm Sensible capacity:- 14621 Btuh 249%of load Latent capacity: 3224 Btuh 190%of load Total capacity: 17845 Btuh. 236%of load SHR:: 82% Heating Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 12107 Btuh 'Entering coil DB:. 69.0°F Indoor design DB.. 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Daikin Model: DC96SE0403BNA Actual airflow: 593: .cfm Output capacity: 38000 Btuh 314%of load Temp. rise: 50 T Meets all requirements of ACCA Manual S. Wlrlgihtisoft-. 2022-Apr-2B 16 22:49 Right-SuiteO.U.niversal2021-21.0.06 RSU20822 Page3 ...rightsoft HVAC\745 Aquaview Ave_East Marion.rup.Calc=MJB.Front Door faces: S. Duct Systelm:.Summally Job:: 745 Aquaview.Ave El Q 11 E E v E Ri:Y Date:- 4/28/22 AH1_1st Floor By: Katelyn Males_kl. Home:Energy Solutions.Mc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com' Project • • For: 745 Aquaview Ave,.East Marion, NY 11039 Heating Cooling External static pressure 0.80: in H2O 0.80 in:H2O Pressure losses." 0.35 in H2O. 0.35.in H2O Available static.pressure .0.45 in H2b 0.45 in H2O Supply/return available:_pressure 0.393/0.057 in H2O 0.393/0.057 in H2O" Lowest friction rate 0.082 in/100ft 0.082 in/100ft Actual air flow 1350 cfm 1.350 cfm - Total effective length:(TEL) 547 ft SupplyDetail Table Design Htg Clg. Design" Diam H)(W. Duct:: . Actual Ftg.Egv Name -:(Btuh) (cfm) (cfm) FIR (in) (in) Matl. Ln (ft) Ln(ft) Trunk Bath 1 c . 2519 . 124 - 134 0:150 6.0 4x 8. "" ShMt 51.7 210.0 .: st6A Bedroom 1. h 6362 242 153 0.120 7.8 12x 6 ShMt 58.0 2,70.0. st6 Den c 2246 108 120 0.082 6.5 4x:10 ShMt'" 92.7.:' 38&0.- st8A . ' Den-A. C 2246 108 120 0.084 6.5 4x 10 ShMt 89.0 380.0 st8A: : - Kitchen' c 3235 120 172:: 0.088 : . 7.3 4x 12 ShMt 81.7 365.0 st8 Kitchen-A c 3235 120 172 0.091 7.3 4x 12 ShMt- 73.7 360.0 st8 Living Room h 6878 :' 262 208 0.129 7.9 12x 6 - ShMt 39.0 '265.0 st7 Vestibule c 5070 266 270 0.137 7".9 12x6 $hMt -23.0 265.0 st6 SupplyDetail Table Trunk Htg Clg Design V610c Diam" H x"W Duct Name Type (cfm) (cfm) :FR. :(fpm) (in) (in) Material Trunk st6 I Peak AVF 632 558' : " 0.120 759 11.2 12 x 10 - ShtMetl, st3 st7 Peak AVF.. 718 792: : . 0.082 679 " 13.1- 12 x 14 ShtMetl st3 st3 Peak AVF 1350 1350. 0.082 868:. 16.0 16 x 14 ShtMetl" st8A Peak AVF 216 239 0.082 479 8.4" 12 x" 6 ShtMetl st8 st8 Peak AVF 456 584 0.082 701 11.7 112. is 10 " ShtMetl st7 st6A Peak:AVF 124 134 0.150 403 .6.0 12" x 4 ShtMetl st6 J. - -.wrighfs®ft; 2022-Apr-2816:22:49 t- Right-Suite®Universal 2021 21.0.06 RSU20822,,...,.,r,_.........,.K_„ Pagel ...rightsoft HVAC\745'Aquaview Ave_East Marion.rup Calc MJ8 Front Door faces: S Return Branch Detail Table Grille . Htg Clg TEL Design Veloc: Diam . -H x W Stud/Joist Duct: Name : Size(in): (cfm) (cfm) '(ft) FR (fpmj (in) (in) Opening:(in) Matl Trunk: rb 1 Ox 0 1350 1350 69.0 _ 0.082 := 675 16.0 12x 24 ShMt ... ... ... q. - - wriglhtsoft'. 2 022-Apr-2816:22:49 �.�• a.e�.. Right-Suite®-Universal2021 21.0.06 RSU20822 Page 2 ...rightsoft HVAC\745'Aquaview Ave East Marion.rup Celc=MJ8. Front Door faces: S. Duct System::s.ummary Job: 745AquaviewAve EI @ M L•_ENIERCY 22 AH2 2n.d Floor Byte. xa e/lyn Meieski Home Energy Solutions-Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail:com Project • • .For: 745 Aquaview Ave,_East Marion, NY 11939 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.29 in H2O. 0..29 in H2O Available static pressure 0.31 in H2O 0.31 in H2O Supply/return available:pressure 0.25210.058 in H2O 0.252/0.0H'in H2O Lowest friction rate 0.086 in/100ft- 0.086 in/100ft .Actual air flow 600 cfm 600 cfm Total effective length(TEL) 360 ft SupplyDetail Table Design Htg Clg- Design Diam- H x W: Duct : Actual Ftg.Egv Name- :(Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk 2nd FI stair c- 1188 33 73 0:122 5.0 Ox 0.. ShMt .. -7.7 200.0 st5 Bath 3. C 920 38. 57 0.091 5.0 Ox 0 ShMt- 12.3• 265.0 st5 Bedroom _ h 3562 155 135 0.160 7.0 Ox.O ShMt: 22.3. 135:0. st4. Bedroom 2-A h $562 155 135 0.229 7.0 :Ox 0 MtFx 10.3 100-'0 st4 Bedroom 3 h -5087 221. 200 0.086 : 9.0 Ok 0 ShMt 28.3 265:0 st5 J. Supply Trunk Detail • - Trunk Htg C.Ig Design Veloc Diam .H x W Duct Name. Type (cfm) (cfm) FR. (fpm) (in) (in) Material Trunk st4• Peak'AVF 309 269 0.160 618 8.1 12 x 6 ShtMetl st2 st5 . Peak AVF 291 331 :: .086 496 9.4 ll2 x 8 ShtMetl st2. St 2 Peak AVF 600 600 0.086 720 11.7 12 x 10 ShtMetl- Return Branch Detail Table Grille . Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name: Size(in) (cfm) (cfm) (ft) FR (fpm)- (in) (in) Opening(in) Matl Trunk rb3 Ox0 600 60.0 67.0 0.086 600 11.7 12x 12 ShMt -*- Wrigl�•tsOft^ 2022-Apr-28IU2:49 ft RightSuite®Universal202:1-21.0.06 RSU20822 Page3 ...rightsoft HVAC\745Aquaview Ave_East Marion.rup Calc MJ8 Front Door faces: S Duct.System Summary vi Job: 745 Aqua 'ew.Ave E I hf C E 1[R E 1'' Date:: 4/28/22 AH3 .Abv Garage By: Kateiyn Maieski Home.Energy Solutions Inc. 187 East Main Street,Huntington,NY 1.1743 Phone:6317673-0664 Email::gdlamay3@gmail:com Project Information For: 745 Aquaview Ave, East:Marion,NY-11939 Heating Cooling External static-pressure 0:60 in H2O 0.66:in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.31 in H2O 0.31 in H2q Supply/:return available pressure 0,207/0.103 in'H2O 0.207:/0.103 in H2O Lowest friction rate 0.127in/100ft 0.127 in/100ft Actual.air flow 593: cfm 593 cfm: :Total effective length(TEL) :243 ft Supplyd. Detail Table . Design Htg Clg Design Diam H x.W Duct Actual Ftg.Egv.. Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl: Ln (ft): Ln(ft): Trunk - Bath C 654: . 58. 68 0.204 4.4 12x4. ShMt 16:7. 85.0 Bedroom 4 h.. 4.856 267. . . 263.: 0.127 ... U 1.2x 6:, ShMt-, : 37,7 125..0 st1 .: Bedroom 4-A h :4856 267 263 0.145 7.8 12x 6 ShMt 18.0 125.0 st1:: SupplyD- Table Trunk. Htg Clg Design Veloc. Diam H.x W Duct Name Type„ (cfm) (cfm)' FR (fpm) (in): (in)., Material 'Trunk- st1: Peak AVF 535 525 0.127 802 10.4 12 x 8 ShtMetl Return Branch D- Table Grille Htg Clg TEL Design Veloc._. Diam. H x W Stud/Joist Duct. Name, Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl . Trunk rb4 Ox 0 593 .593. 80.7 0.127 593 10.'8 12x .12 ShMt - wrightsoft-. 2022-Apr-2816:22:49 Right-Suite®Universal2021-21.0.06 RSU20822 Page4 ...rightsoft HVAC\745 Aquaview Ave.East Marion.rup.Calc=MJ8 Front Door faces: S. HOME ENERGY Home Energy Solutions Inc 187 E.Main Street S C�'-3L. U T 10 N N S Huntington, Y 11743 �� (631)673-0664 CONSERVATION THROUGH EFFICIENCY gdlamay3@gmail.com PRE-DRYWALL INSPECTION REPORT Date: INSPECTION RESULTS Builder: Air.Sealing 2PASS ❑FAIL Address: YPASS Insulation ElFAIL /orw . Lot # Duct Test ❑ PASS ❑FAIL ITEMIZED CHECKLIST STRUCTURAL COMPONENTS N/A PASS INCOMPLETE WINDOWS 1. U. gel SHGC: '31 ❑ � ❑ Garage Joist 2. U: SHGC: ❑ [� ❑ Cantilever WALLS Soffit sem P w.�~s ❑ EZ ❑ AGW: 2 x �' R- 21 I S:lt LD r- .6 ❑ ❑ Attic Knee Wall Hybrid Wall: Foam R- Batt R- ❑ E;K ❑ Fireplace Exterior Ins: R- ❑ Bathtub ❑ EPS ❑ XPS ❑ Polyiso ❑ [;' ❑ .Sill Plate Garage Wall: R- Z 1 ❑ [� ❑ Top Plate Foundation Walls-"'' at R- MECHANICAL VENTILATION FRAMED FLOORS w Energy Star Rated Bath Fan Abv Garage: R- 3� ❑ ERV Abv Basement: R- ❑ Fresh Air Intake Cantilevers: R- ROUGH DUCT TEST CEILINGS Duct Location Flat: R- Q —I o" Lzt= AH1: 6 CFM AH2: CFM Vaulted: R- AH3: r CFM ( Sealed Attic: Thickness: CC❑ LDSF[ge NOTES: f i HES REPRESENTATIVE SIGNATURE: 1 drv- 4 Ave, e-,ktAQOL4 op Id 46 1 r i. w � { �stir. .r + . ' +rlj•.�' .� ice. • Ire r � �. r o► s 40 y .rr IV r t • ti I i� fi i �� .l e.. 4I�..,. w i �"�� � � ` . �� �• r � � � � ,1' � � • - s ' f� � I�� � • r 1' , s � � � � -r..r � ���� �. � j �` �� 1 . 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' �' E�II i M-M 11 INSULAITION.PER N.Y. • 1 --ll 7 v�l l: �' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT a��/ Do you have or need the following,before applying? TOWN HALL v Board of Health SOUTHOLD,NY 11971 4 sets ofBuildingPlans TEL:.(631)_765-1802 .. JUL 2 0 2021- Planning Board approval FAX: (631)765-9502 Survey Southoldtowuny.gov PE I:UIT T)TNIG PFPT. Septic Form oLD N.Y.S:D,E.C. Trustees •C.O.Application Flood Permit Examined 20 Single&Separate DTruss Identification Form Storm.WatecAssess me,nt Form 19 contaai Approved 20 Mail.10: • d " < —, Disapproved IOF S TOWN O - Expiration 20 Bu nspector....... . APPLICATION FOR BUILDING PERMIT s Date (��/�2 2019 INSTRUCTIONS' .-a.This application•MUST be completely-filled-in by typewriter''or in ink and submitted to the BuildingInspector with 4 ' sets of plans,accurate plot plan to scale.Fee according to schedule. .- - ---b:Plot plan showing location of lot and of buildings on premises;relationship't&adjoining.premises or public streets or,: s areas,and waterways. c.The work covered by this application may not,,be comriienced 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 e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy:.. 1.Every building permit-shall expire if the work authorized.h'as not commenced within 12 months after the date of issuance or"has not been-completedywithin'18 months from-such date:If no-zoning•amendments-or other regulations affecting the property•have been enactedIn the interim,the Building Inspector'may`authorize;-in writing,-the extension of the permit for an addition six months.Thereafter,a new-permit shall be required. APPLICATION IS•HEREBY MADE to the Building Departinent•foi'the'issuance of building Permitpursuanfto the' Building Zone Ordinance of the Town'of Southold, Suffolk County;New York,_an&other'applicable Laws,Oidinances.or Regulations,for the construction of buildings,additions,or alterations.or forxemoval or,demolition as herein described.:The r applicant agrees to comply with all applicable laws,ordinances,building code,housing code,.-and regulations,and.wadmit•- authorized inspectors on premises and in building for necessary inspections. (Signature of applicant,or name,if a corporation) (Mail" g,address of applicant) ' State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder . Name of owner of premises �s U St) t ) (As on:the•tax•roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) .-.._._. . Builders License No. Plumbers License No. Electricians.License No.- '-, Other Trade's License No. _ 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section,,- Block 2 Lot ' Subdivision Filed Map No. L'ot 2. State existing use and'occupancy=of premises and-intended use and occupancy of proposed:donstructiow,' C, ' a.,.Existing use and occupancy Egg lj�7pg M� b. Intended use and occupancy 3. Nature of work( PP check which a licable):New Building' i Addition 1/ Alteration V Repair Removal Demolition Other Work (Description) 4. Estimated Cost 44� 0,' �L �''^p Feed E' 9.� L A PP& U&C- ;. ., �` I i r-J `a°' L on filing this application) 5. If dwelling,number of dwelling units ''�1 Number of dwelling un Its;o each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Offi2i.-�3,5 Depth Height l CJ .3 i Number of Stories 9— Dimensions of same alterations or additions: Front l C3 —4 Rear (06) C _ Depth (� ht 1:� 3: Number of Stories 2 8. Dimensions of entire new construction::Front. Rea_r. Depth Height Number of Stories I < ( i 9. Size of lot:Front ( 4 2 Rear 0 Depth 3�13 .23 10.Date of Purchase LltName of Former,Owner �w U lei. 11.Zone or use district in,which,premises are situated �- 12.Does proposed construction violate,any,zoning law;ordinance,or,regulation?YES ,/ _NO' 13. Will lot bere-graded?YES NO '✓ Will excess fill be'ietfi&dd from premises?YES I/• NO 14.Names of Owner of premises 1 AS aU1 C Q Q 0 Address 6 Z�L5 9 b t ST Phone No. i b 343' 013 G Name of Architect C�Go.IL CI�Qeitl CaGQ(:ii'' ' ` Address •,��6 Si 6 �A�" Phone No &_, f ?7�d'�24 Name of Contractor Address Pfiorie No:' ' 15 a:'Is,this property within,100 feet of:a tidal:Wetland or a freshwater:wetland?,*YES-V. NO * IF YES,.SOUTHOLD TOWN.TRUSTEES.&D.E.C.PERMIT , AY:BE REQUIRED-, b. Is this property within 300 feet of a tidal wetland? * YES.-LV =NO * IF YES;'D:E:C.PERMITS MAY-BEREQUIRED.;. • jr 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point oiforoperty-is'at 10 feet or�below,must provide topographical data on survey. 18. Are there any. covenants and restrictions with respect to this property? * YES NO V * IF YES,PROVIDE A COPY. ' STATE OF NEW YORk) SS: COUNTY OF G'(,U� L[ � liL(`` being-duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ArdA 6 te (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to,before me th A 4& day ofe cu&rt 20� i TRAC� t EY L.DW Y ER YORK TATEOFNEW Notary Publ c NO.o�DW63os9oo Signature.of Applicant• :., ,, V QUALIFIED IN SUFFOLK-COUNTY COMMISSION EXPIRES JUNE 30,2D e ``• `:,7i ,iiii��;• - •[YNi !!ii s. - - =��"ii�'i j��;.. 'yil'i'ii'•y:•. :�'ii•••Yi�•:• :•:•� ii"%^ .. � ��� -�,,�»":''`"'.r'�.r'� �,y 'mxa.:'`�nncwU•� /' I �'� /r' �`� ���� -�tii'ii••�,;.-. -_ L er�!^a�n�exovm;rmwo*ate^�v�aR•^��e�asaaero.sa s^•+caarosr�rava�vnuc�^vrorm.m" .oy�r�. .. ` BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK y PERMIT N0.9519 DATE: AUGUST 14,2019 ISSUED TO: �:SUSAN&TIMOTHY MILANO PROPERTY ADDRESS: 745 AOUAVIEW AVENUE,EAST MARION • t S SCTM#1000-21-2-9 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in (i accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 14,2019.and in consideration of application fee in the sum of$250.00 paid by Susan&Timo Milano and subject to the , Terms and Conditions as stated to the Resolution,the Southold Town Board of Trustees authorizes and permits k the following. . Wetland Permit to extend the currently existing 913sq.ft.one and two-story dwelling consisting im of the 639sq.ftone-story,structure located seaward of the 274sq.ft.two-story structure; the existing 417sq.ft.garage and 130sq.ft.covered porch attached to existing two-story dwelling .� and the existing 366sq.ft.one-story portion of the dwelling to be demolished and replaced with a a 171sq.ft addition(seaward)and a two-story addition(landward); the existing.dwelling to be Irenovated by replacing windows,relocate ldtchen and bathroom; the 1,097sq.ft.one-story addition to be located landward of the existing dwelling with attached 763sq.ft.garage and attached 150sq,ft.greenhouse; proposed balcony cantilevering off proposed north facing living • � room to be 195sq.ft.; install an 81x8' hot tub on the ground and outdoor shower odd the master ti. bedroom with a 12'x21' area to be paved with bluestone for the.hot tub and outdoor shower; install a proposed 8' high and 12' long privacy wall off master bedroom where hot tub and outdoor shower to be located; and install a proposed 40'x20' in-ground pool.A Japanese stone - garden to be installed where existing one-story structure will be removed; and as depicted on the site plan prepared by Frank Uellendahl,R.A., received on August 13,2019,and stamped ` Iapproved on August 14,2019. _ IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, ' ' and these presents to be subscribed by a majority of the said Board as of the 14th day of August,2019. •i y I �- ��.�LS•:•naL1.2wuiu,uw.Wli•4a••yW,rdl.Tu uliau("nY�(i1GL�JA•1•uvww uJilwYiliV�wVY••.uGJw,J.��wllvu..YtuSlvauuuwl?wluZ4i1W7uiAl •1 l r�' ° '�7rnm1VSL.,.".,::.Yrw�U.AYo�:.sA,nnnawul.,:..asrrl.•unc;..aG.a�tnw•nnxw.�. Z --i, •S:tl•. .b •=t.4•, �:•'� :;.• i•„`-• •'i;�„Ij �''' .{J,�l I,,,;. �/ 1J:' •:/, �I�ti,=: - c Glenn Goldsmith,President ����so yo Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 John M.Bredeineyer III P.O. Box 1179 Southold,New York 11971 Michael J.Domino iorl ! Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 , MUNTI,�`� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 19, 2021. Frank W. Uellendahl P.O..Box 316 Greenport, NY 11944 RE: SUSAN &,TIMOTHY MILANO 746 AQUAVIEW AVENUE, EAST MARION SCTM#: 1600-21--2�9 Dear Mr. Uellendahl: The following action was taken at.the Southold Town Board of Trustees regular meeting. . held on Wednesday, August 18, 2021: RESOLVED, that the Southold Town Board of Trustees APPROVE the One (1) year Extension to Wetland Permit#9619, as issued on August 14, 2019 and for an Administrative.Amendment to Wetland Permit#9519 as.follows: The Town Building Department deems the.existing dwelling to be a.demolition; the existing 366 SF 1.-st6ry portion of the dwelling to be demolished and replaced with a 214 SF 2-story addition in . lieu of a 171 Sr 1-story addition. The 36" cantilevered portion of the structure will.not create.any ground disturbance within the 25' CEHL, the existing 591 SF deck will be reduced to 224 SF deck area by removing 225 SF deck area on the east side and 142 SF desk.area on the west side of the.`.&Vgting dwelling; 16"x24" stepping stones laid in sand; the 763 SF garage and the attached 150 SF greenhouse with be reduced to a 728 SF garage and a 56 SF greenhouse bump-out; the proposed 195 SF balcony cantilevering off the proposed north facing living room will NOT be executed and instead replaced with a ca. 180 SF (4'x44') paved walkway at grade; an additional ca. 300 SF (7'x43') paved walkway is proposed on the south side of living room connecting garage with kitchen; an additional ca. 1,515 SF paved patio is proposed along the northwest side of the dwelling, encompassing the hot'tub and pool and front entry; there is one landscaped garden proposed between hot tub and pool, no border walls are proposed; and as depicted on the site plan prepared by Frank.Uellendahl, received on August 16, 2021, and stamped approved on August 18, 2021. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees i GG/dd APPROVED BY nni nD C I -`TOWN OF SOUTHOLD ' AUG 1 6 2021 � o ADDITIIONSS DATE l Southold Tovm Board of Tr steps m 1 RESIDENCE 225 SF DECK TO BE DEMOLISHED EAST MARION 2[ Ig 745 AQUAVIEW AVENUE J 1 ARCH IT C W 37MCE UELLERDAHE 1 12J CENiRA1 AVENUE P.090X 316 GREENPORE,NY 119{{ " OWNER _ ,y SUSM IE ANO .'.'.'.:•.':•:-:-.•• 140 HIAYAAO AVENUE �+ . .. . .'r:•:'' 11E CEMBE,NY 11570 JAPANESE':::-:: :r"-' j: m 516-J{3-6135 :ZEN. ARDEN:-'-'-' :'-'-. W EXT'G 224 SF ... .gr... C' r: DECK T 2- i 0 REMAIN �= 16X24 BLUESTONE PAVERS 19 g I LAID IN SAND 2-STORY 36" OVERHANG o WELL - S 2 DAIS 08/12/2021 O \O�'I SCALE 1/32'=1'-0' SITE PLAN RUN-OFF CALCULATION: AREA SUMMARY Q PROPOSED FOR 2'OF RAIN TO BE CONTAINED ON SITE Z ADDmONS LOi AREA to lie line = co.51,765 SF TOTAL ROOF AREA: 3,308 SF LOT AREA to TOP of BLUFF = ca.30,336 SF=100.00% 1007 run-off coefficient= 550 cu tt APPR. V'ED BY { EXTG COTTAGE.AND DECKS = ca. 1,462 SF ^ PROPOSED 8'x2' deepDRYWELL 84.5 Cu,Ft. .. ,BOARD. F'I RUSTEES EXT.G GARAGE AND.SHED = co. 417 SF � PROPOSED 8'x3'deep DRYWELL 126.7 Cu.R. TOW F SOLITI?OLD TOTAL EXTG LOT COVERAGE = ca. 1,928SF PROPOSED 8'x4'deep DRYWELL 168.9 Cu.Ft. PROPOSED 8'x4'deep DRYWELL 168.9 Cu.FL DATE 7�E q STRUCTURES TO BE REMOVED = ca. 911 SF RESIDENCE WITH GUTTER LEADERS FOR ROOF RUN-OFf s ADDED WT.COVERAGE = ca. 2,083 SF TOTAL PROP'D.'LOT COVERAGE = ca. 3,100 SF= 10.22% ® EXISTING STRUCTURES < -- TOTAL LOT COVERAGE w/POOL= ca. 3,900 SF= 12.85% EAST MARION PROPOSED ADDITIONS '"„ EXrG IjSTY.STRTOCTURE ;. TO BE DEMOUSHED 745 AauavlEw AVEnUE ® . FORMERLY-DAMES.- ARCHITECT - = 290.59, NOW MILANO FM UEIlENDAHL 123 CENIK AVEtAIE _:-_------ 1-STORY 2-STORY Po.BOX 316 __:_ _- Structure Structur C>tEEIB'OBr,W 11944 _ _ TEL 631-477 8624 OWNER ...- B'x3'i DRYWELL 59 STEPS SUSAN unANO :�C� • : TO BEACH 190sf o 140F4fNAHIlAVnUE 0. DECK - -: 591sf m 516 Jr3 1B1fas _ �O: : : :.::: :: DECK �WE L EXr'G GARAGE k SHED TO BE DEMOLISHED D,4 E l a O�V _ G � ��• DRYWELL �s. $'xJ DRYWELL r ^150 SF GREENHOUSE 50' W rr- FRONT YARD O� HOT TUB - g 0 'x4`.•DRYWE 20'z40'POOL EXT DRIOAY -¢� rn e$ PROP'D POOL oIRa s 367:25' DArE 02/02/2019 LINE OF HAY BALES SCAIE: 1/32 =r o n E Q E d V E D 30,336 SF AND SILT FENCE SCALE: 1/16'=1'-D' lu^S� PROPOSED SITE PLAN I SITE PLAN AUG 13 2019 SCTM# = 1000-21-02-09 9NG.NAME BETSY MEYER WILKINS TOWN OF SOUTHOLD A-100 auumM 7orrn _ SUFFOLK COUNTY, NEW YORK ®� +.` Q PROPOSED ADDLTIONS BENCH DEGK.: cs s'—o WALL Hcr. y •:JAPANESE — �7=o cic.Hcr. ° ZEN GARDEN•: ! I{ — 'I .RESIDENCE = !BR2 7. 591sf DECK(TOTAL) I - - I EAST MARION J . 745 AOwvIEW AVENUE � -ARCNDECT PROPOSED 2NO FLOOR PLAN FR6c UaLOaaa SCALE:1/8•=1-49 123 CENHNL AVENUE F2 RUM 316 GBEEWN.W 119M TEL 631-477 8624 LMNG ROOM OWNER WA wuno 140 HAWVARI AVENUE to 11570 l -RdF.15.1i 3 35 26•-0' � 1p'p' `I � � HALF EWTH o- -1 FOYER o <<��S\�\v ❑ ❑ W.LCL i GARAGE 4 150 SF MBR SUHE — — — — ❑ GREENHOUSE .I.CL MECH.RM. { I I g c R o asrs C71 m+{I 1I D DATE' 02/22/201 SC.E 1/r=V-0 Ec -- I1{ N R PROPOSED FLOOR PLAN 9• AUG 1 3 2019 c� DwG.NAVE 1 oo.old Town PROPOSED 1ST FLOOR PLAN A-300 SCALE: 1/8'= 1'-0' 0:0 DWG,N0 Glenn Goldsmith,President ®� SOUr Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ,�®� ®l® P.O.Box 1179 Eric Sepenoski Southold,New York 11071 Liz Gillooly G @ Telephone(631)765-1892 Elizabeth Peeples R a0 Fax(631)765-6641 COU 7\IX/7 D-� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ry J MAY .2 6 2023 CERTIFICATE OF COMPLIANCE 7;1)7 U. TNr, �E'PT, 2011 C Date: March 13, 2023 THIS CERTIFIES that the extension of the currently existirig 913sg.ft. one and two-story dwelling consisting of the 639sq ft one-story structure located seaward of the 274sg.ft. two- story structure the existing 417sa ft garage and 130sg ft covered porch attached to existing two-story dwelling and the existing 366sg ft one-story portion of the dwelling is to be demolished and replaced with a 214 SF 2-story addition . The 36' cantilevered portion of the structure will not create any ground disturbance within the 25' CEHL the existing dwelling to be renovated by replacing windows relocate kitchen and bathroom: the 1097sg.ft. one-story addition to be located landward of the existing dwelling with attached 728•SF garage and a 56 SF greenhouse bump-out, install an 8'x8' hot tub on the ground and outdoor shower off the master'bedroom with a 12'x2l' area to be paved with bluestone for the hot tub and outdoor shower; install a proposed 8' high and 12' long privacy wall off master bedroom where hot tub and outdoor shower to be located and install a 40'x20' in-ground pool. A Japanese stone' garden to be installed where existing one-story structure will be removed; existing 591 SF deck will be reduced to 224 SF deck area by removinq 225 SF deck area on the east side and 142 SF desk area on the west side of the existing dwelling; 16"x24" stepping stones laid in sand; 180 SF (4'x44') paved walkway at grade' an additional ca. 300 SF (7'x43') paved walkway is proposed on the south side of living room connecting -garage with kitchen; an additional ca. 1,515 SF paved patio is proposed along the northwest side of the dwelling encompassing the hot tub and pool and front entry' there is one landscaped garden proposed between hot tub and pool no border walls are proposed; At 745 Aquaview Avenue East Marion Suffolk County Tax Map#1000-21-2-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 4, 2019 pursuant to which Trustees Wetland Permit#9519 Dated August 14, 2019 was issued and Amended on August 18,2021 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the extension of the currently existing 913sg ft one and two-story dwellinq consisting of the 639sq ft one-story structure located seaward of the 274sa ft two-story structure; the existing 417sg ft garage and 130sa ft covered porch attached to existing two-story dwelling and the existing 366sa ft one-story portion of the dwelling is to be demolished and replaced with-a 214 SF 2-story addition . The 36" cantilevered portion of the structure will not create any ground disturbance within the 25' CEHL, the existing dwelling to be renovated by replacing windows relocate kitchen and bathroom: the 1097sg.ft. one-story addition to be located landward of the existing dwelling with attached 728 SF garage and a 56-SF-greenhouse bump-out: install an 8'x8' hot tub on the ground and outdoor shower off the master bedroom with a 12'x21' area to be paved with bluestone for the hot tub and outdoor shower; install a proposed 8' high and 12' long privacy wall off master bedroom where hot tub and outdoor shower to be located: and install a 40'x20' in-ground pool. A Japanese stone garden to be installed where existing one-story structure will be removed: existing 591 SF deck will be reduced to 224 SF deck area by removing 225 SF deck area on the east side and 142 SF desk area on the west side of the existing dwelling' 16"x24"stepping stones laid in sand; 180 SF(4'x44') paved walkway at grade: an additional ca. 300 SF (TAT) paved walkway is proposed on the south side of living room connecting garage with kitchen an additional ca. 1,515 SF paved patio is proposed along the northwest side of the dwelling, encompassing the hot tub'and pool and front entry there is one landscaped garden proposed between hot tub and pool no border walls'are proposed. The'certificate is issued to Susan &Timothy Milano owner of the aforesaid property_ Authorized Signature i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MGM of l SUW stony Rook:NY 117.00 P:1631)444-0385;1:F;-(531)-1/144036Q. wwadeo.nMov LETTER OF NOAURISDiCTiONr TiDI�L-y11E'TtaANDS:.ACT.: & NOTIFICATION OF POSSIBLE ENDAN EC RED,SPECIES ACT JURISDICTION February 2,Y2021 Susan Milano 140 Harvard Me Rockville Centro;NY 1,157Q :., Re; Application#1A738' 4M.- /00001 Milano-,,-,rop&tk-:;�-;7461Aquavlew Ave, East Marion, NY SCTM# 1000—21 —2—9 Dear Susan Milano. Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the referenced property located landward of the topographic crest of bluff in excess of 10 feet above sea level in elevation,,labeled"TOP OF BLUFF"on the survey prepared by Howard W. Young, last revised August 31, 2020, is beyond the jurisdiction of Article 25(Tidal Wetlands Act).Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no.construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation 'or disturbance within Article 25 jurisdiction which may result from your project. Such precautions . may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area)or erecting a temporary fence, barrier, or hale bay berm. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB) (Myotis septenhionalis), a species listed as threatened by both New York State and the US Fish &Wildlife Service, within 1.5 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take"of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law(ECL) §11-535.The term"take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat.The"take"of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. In order to avoid the Endangered Species "take" situation,we recommend that all tree cutting activities at the project site be conducted only between the dates of November 1 and March 31 of each calendar year. 4;�nsery�tleCt i If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at(631)444-0306. This letter shall;-remain validtnlesssite..co„tiditiois change:=: ;: Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. rely, Jb _.rH• ,, I , 1-3,,S Ascher S rQeputy,Regional Pi rmit Administrator cc: Young&Young v BMHP i Wildlife Fie, FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:February 11, 2019 TO: Frank Uellendahl(Milano) PO Box 316 Greenport,NY 11944 Please take notice that your application dated February 4, 2019: For permit to: construct additions and alterations to an existing single-family dwelling and construct an accessory swimming pool at: Location of property: 745 Aquaview Avenue, East Marion,NY County Tax Map No. 1000—Section 21 Block.2 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 51,401 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXII Section 280-116A(1), which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The site plan shows the proposed construction at 25.2 feet from top of bluff. In addition, the proposed additions and alterations are not permitted pursuant to Chapter 280- Bulk Schedule, which requires a minimum side yard setback of 15 feet. The proposed construction has a 7.5 feet side yard setback. Lastly, the accessory swimming pool is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard, or in case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements. The swimming pool is located in the side yard. / 01-/ Authorize ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. r- BOARD MEMBERS �*OF SO(/jyO Southold Town Hall Leslie Kant;s Weisman,Chairperson 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �Q Town Annex/First Floor,21 Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COMM Southold,NY 11971 • i http://southoldt6vmny.gov RECEIVEb ZONING BOARD OF APPEALS & 10.39 TOWN OF SOUTHOLD NOV 2 6 20 9f Tel; 631 765-1809•Fax 631 765-9064 Southold Town jClerk FINDi�NGS, DELI�ERATJONS AND DETERMINA �. MEETING OF N.OVEMBER 2.19 2019 ZBA FILE: #7293 ! NAME OF APPLICANT: §usan and Timothy Milano PROPERTY LOCATION: ,745 Aquavie'Avenue,East Marion NY SCTM: 1000-21-2-. SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration i ' 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 i I SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 12, 20119 stating that;this application is considered a matter for local determination as fhere appears to be no significant!county-wide o�inter-community impact. E 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 November 4, 2019. Based upon the information provided on the LWRP Consistency Assessment Form, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. i I k t On July5, 20-19, the..LWRP.Coordinator inade..a.r_ecoinznendation.of CONSISTENT to the Southold Town Board_ of Trustees for the action. .Upon further review and with the Coastal Erosion Hazard AreaJ4own on the plan, the Coordinator reassessed the action to the policies and have determined that parts of the action are INCONSISTENT with the LWRP. Notably Policy 4: E Policy 4. Minimize the loss of life, structures, and natural resources from flooding and erosion. 1. Avoid development other than,water-dependent uses in coastal hazard areas. Locate new development which is not-Water-dependent as far away from coastal hazard areas as practical. The coordinator commented that the proposed CEHA is depicted in different locations on the Young and Young survey and the first story addition and the Frank W.Uellendahl survey. However, with the conditions imposed herein and the removal of the improvements located within the CEHA, the Zoning Board of Appeals finds the proposed action to be CONSISTENT with the LWRP Page 2,November 21,2019 #7293,Milano SCTM No. 1000-21-2-9 SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred to Suffolk County Soil and Water Conservation District (SCS&WCD) for review and comment and the SCS&YVCD issued its reply dated May 8, 2019 indicating an inventory, evaluation and site visit occurred on April 16,20191. Agency comments include:; 1. The waterfront residential property located atop a large-bluff that leads down to the Long Island Sound is. well vegetated with a mik of perennial grasses, trees and shrubs. The toe of the bluff is not supported by a,hardened shoreline and shows signs of significant wind and water erosion. The;bluff face exceeds-the recommended maximum 1:3 ratio, and partly as a result, the bluff condition ispoor and unstable in some areas. The bluff s face shows an estimated 80% of vegetated cover, there are several areas of concern that hould be addressed to ensure the bluff s long-term protection. Failure to monitor and maintain the ang a of repose and adequate vegetation on the bluff will significantly impact the bluffs long-term .resilience and will contribute to significant soil-loss of the bluff, specifically around and under the staircase. These unstable areas are potentially the result of several factors that may be causing the erosion including the use of woody and invasive species that occupy the bluffface, as well as several wildlife corridors that create gully erosion. In addition, there are a number of spots on the bluff that suffer from ;soil loss due to runoff from the top of the bluff. To stabilize the.l lull, runoff control measures are recommended to capture and convey all stormwater runoff away from the bluff and discard it'to the, south. It is recommended that the bluff face, top and toe be moniltored closely for.any changes in egetation. 2. The current structure (single hmily dwelling) on the property is located very close to the top of the bluff and may impact the stabilization.and health of the bluff that is adjacent to the structure. It was observed that the current structure is overhanging the top of the bluff and as a result poses significant impact to the buff s stability.' 3. The proposed ;improvements to the site include the construction of an accessory swimming pool located in the side yard with'a 25.2 foot setback (Note: the prior site plan depicts a 60 foot set ack, while the last revised site plan, stamped by the Southold Town Board of Trustees, depicts a 74, foot setback) from the top of the;bluff. This raises a concern as the location of the pool and required construction may cause the pluff to destabilize and fail. Special consideration should be tak?n to ensure that any runoff from these surfaces are collected and discharged in a designated area away from the top of the bluff. It is critical that runoff be diverted away from the proposed structure, during construction and post-construction to ensure the stabilization of the soils surrounding the proposed improvement. I 4. Additional considerations include: All_ground..disturbanee activities have an impact. If soil disturbance is minimized the impacts associated with the activated are significantly decreased. Undisturbed and vegetated areas should'be left undisturbed whenever possible. • Protection of existing vegetation is critical to ensuring the long-term stabilization of the property. Protected'areas should be clearly identified with bright colored ribbon and/or fencing prior to the commencement of construction. Additionally, stockpile locations, staging areas and access points must be clearly defined to minimize impact. • Any improvement that alters the natural course of drainage will increase the impact of stormwater runoff. Consideration should be taken to minimize the impact of runoff during and after construction. Erosion and sediment control measures should be implemented prior to ground,disturbing activities. • All efforts should be taken to vegetate and stabilize disturbed soils as soon as possible. • Construction and the use of heavy equipment may impact the stabilization of soils. Vibrations from machinery as well as soil compaction have adverse impacts. Machinery should not be Page 3,November 21,2019 #7293,Milano SCTM No. 1000-21-2-9 left to idle and only running when in use. The location and storage of such equipment should be limited to protect the stabilization of the bluff and the surrounding soils. SOUTHOLD TOWN BOARD OF TRUSTEES: Because of the close proximity of the proposed residential improvements to the Coastal Erosion Hazard Area, the subject action was first reviewed by the Board of Trustees. Subsequently,the applicant received a Wetland Permit, 49519, on August 14, 2019 to extend the currently existing 913 square feet one and two-story dwelling consisting of the 639 square feet one-story structure located seaward of the 274 square feet two-story structure; the existing 417 square feet garage and 130 square feet covered porch attached to existing two-story dwelling and the existing 366 square feet one-story portion of the dwelling to be demolished and replaced with a 171 square feet addition (seaward) and a two-story addition (landward); the existing dwelling to be renovated by replacing windows, relocated kitchen and bathroom; the 1,097 square feet one-story addition to be located landward of the existing swelling with attached 763 square feet garage and attached 150 square feet greenhouse; proposed balcony cantilevering off proposed north facing living room }o be 195 square feet; install an $'x8' hot tub on the ground and outdoor shower off the master bedroom with a 12'x2l' area to be paved with bluesione for the host tub and outdoor shower; install a proposed 8' high and 12',long privacy wall off master bedroom where hot tub and outdoor shower are to be located; and install a proposed 40'x2O' in- ground pool. A Japanese stone garden to be installed where the existing one-story structure will be removed as depicted on the site plan prepared by Frank W.Uellendahl,R.A. PROPERTY FACTS/DESCRTPTION: The subject conforming, 51,765 square feet, 1.180 acre irregular-shaped parcel located in the R-40.Zoning Distrid!f measures 367.25 feet along a residentially developed lot the east,Aen runs 195.18 feet along a tie line at the Long Sound, then returns 290.59 feet along a residentially developed )'ot to the east owned by the applicant and then runs 50.00 feet to a bend in Aquaview Road and continues 90'.00 feet further west along Aquavieww Road. The parcel is developed with frame garage, a wood-frame one and two-story house with wood decking and stairs, a wood sitting platform, beach stairs and a frame shed as shown on a survey .prepared by Howard W.Yaung, last revised May 3, 2019. f BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article IV, Section 280-18; Article XXII, Section 280-116A(1) and the Building Inspector's February 11, 2019, Notice of Disapproval based on an application for a permit to constr ct additions and alterations to an existing single family dwelling; and construct an accessory swimming pool; at, 1) swimming pool located in other than the code required rear yard; 2) additions located less than the code permitted side yard setback of 15 feet; 3) additions located less than the code required 100 feet from the;top of the bluff; located at 745 Aquaview Avenue, (Adj. to Long Island Sound):`East Marion,NY. SCTM No. 1000-21-2-9. 1 I RELIEF REQUESTED: The applicant requests variances to make alterations and additions to an existing single- family residence, consisting of the removal of the existing shed and garage along with the partial,removal of the existing, waterside, covered porch and part of the existing cottage roof(total of 911 square feet to be removed) and for the addition of a two-story structure over the existing residence, to add a new, attached, two car garage with unfinished second floor and attached greenhouse, of 150 square feet along with an 8'x8' hot tub for a total of J,100 square feet of living space with a bluff setback of 25 feet where the code requires a minimum bluff setback of 100 feet and the proposed improvements have a 7.3 feet side yard setback where the code requires a minimum side yard setback of 15 feet. Additionally, the applicant proposes to locate a 20 feet by 40 feet in-ground'swimming pool in the side yard where the code requires such improvements to be located in the rear yard or in the case of a waterfront parcel, such improvements may be located in the front yard provided they meet the minimum permitted front yard setback requirement. ADDITIONAL INFORMATION: The Southold Town Building Department issued Certificate of Occupancy #Z-1340 on June 5, 1962 and #Z-3259 for a private one family dwelling. No member of the public spoke in favor of or against this application, however, the heirs of an immediate neighbor to the west submitted a letter of support Page 4,November 21,2019 #7293,Milano SCTM No. 1(200-21-2-9 which was received by the Southold Town Zoning Board of Appeals on November 6, 2019. The applicant's agent and architect, when asked if the proposed alterations and additions would constitute a demolition of the existing residence stated `No' and that he had confidence in the application and design to maintain the original found4tion and primary floor of the subject property. Furthermore, the agent on behalf of his client indicated their willingness to install an Innovative/Alternative septic system. i G FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 7,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: i t 1. Town Law V67-b( A)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area between Rocky Point Road and Stars Road is developed with a majority;of non-conforming lots created prior to zoning and is further developed with a recent conservation subdivision. Most of the developed lots contain houses of varying style, size and age built in the mid- to late 20'h Century. Along the Long Island Sound are road end access points and an association waterfront park for the neighborhoods to the south,. Of the approximate 20 waterfront lots on Aquaview Avenue, a neighborhood to itself, the applicant's lot;is among the;largest at 1.18 acres. Most adjacent waterfront lots, in particular to the east, are very narrow with approximately 50 feet.on the Long Island Sound and contribute to a dense buitding environment. As a benefit of the applicant's lot width of approximately 140 feet on the water there are expansive views to the north and west with sufficient room to accommodate an in-ground pool in the side yard as fouW in other, area homes. Furthermore, the applicant's proposed alterations are designed to enhance the cottage style still prevalent in this waterfront community. 2. Town Law §267-b(3)(W(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an._area variance. The existing residential structure, covered by Town of Southold Certificate of Occupancy#Z-1340 was first issued in 1962 and was constructed 7.3 feet off the eastern lot om the top of the bluff. Currently, the existing northern faeade rests on line and substantially less than 100 feet fr the edge of the bluff. While the applicant proposes to maintain the eastern lot line and the existing faeade, in an effort to make the alterations and additions more in compliance with today's code will remove the northern most portion of the existing house to shift the habitable portion behind the Coastal Erosion Hazard. Line while maintaining deck access to the other improvements seaward of the residence. Furthermore, as a result of being less .than the-required.bluff setback of.100.feett, any improvement to the existing residence will require relief from the code. Relative to placing the in-ground swimming pool in the side yard, as a result of the topography with the house laying lower than the road to the south and the proposed attached garage, along with.bluff setbacks, it would be impossible to site a swimming pool in a conforming rear or front yard location. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 75% relief from the code for the bluff setback, 50% relief from the code for the side yard setback and 100% relief from the code for placing the pool in the side.yard. However, the existing house was built with a valid Certificate of Occupancy and the applicant proposes no increase in the non-conformity of the site. Furthermore, as a result of the design of the house, it's not possible to locate the swimming pool, a common accessory structure to a residence, in a conforming location along with the installation of an I/A septic system. 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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 5,November 21,2019 #7293,Milano SCTM No. 1000-21-2-9 5. Town Law �267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to a single family residence consisting of the removal of the existing shed and garage along with the partial removal of the existing, waterside, covered porch and part of the existing cottage roof and for the addition of a two-story structure over the existing residence, to add a new, attached, two car garage with unfinished second floor and attached greenhouse, along with an 8'x8' hot tub and to locate a 20,feet by 40 feet in-ground swimming pool in the side yard while preserving and protecting the character of themeigbborhood and the health, safety',and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly car,ied,to GRANT the variances as applied for, and as shown on the site plan and floor plan labeled A-100 and A-300 Approved by the Southold'Town Board of Trustees, created by Frank W. Uellendahl, Registered Architect and dated June 4,2019. } SUBJECT TO.THE FOLLOWING CONDITIONS: 1. Prior to receiving a building permit,the owners) of the subject.property cited herein must sign a statement acknowledging: a.That the applicants)have read this determination and understand the limits of the variance relief granted herein; b. That the applicants)will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,' occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permit; c.That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing,to modify,.suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new, conditions,pursuant to Article XXV,Section 280-141 of the Town Code. 2. The applicant shall install an Innovative and Alternative Septic System approved by Suffolk County Board of Health. 3. Swimming Pool mechanicals shall be placed in a sound deadening enclosure. 4. A drywell for swimming pool de-watering shall be installed. 5. The applicant shall comply with recommendations of the Suffolk County Soil and Water Conservation Distr ict,as cited above. 6. 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 Section 280-4 of the Town Code defines "Demolition" as any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. Page 6,November 21,2019 #7293,Milano SCTM No. 1000-21-2-9 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. i Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the.Zoning Code, other than such fuses, 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 idoes not increase the degree of nonconformity. I Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate.of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive oug (1)year terms. r Vote ofthe'Board: Ayes:Members Weisman(Chairperson),Dantes,Acampora,.Planamento and Lehnert. (5-0) r f i Leslie Kaned Weisman, &airperson Approved for filing // /, a/2019 t o�oSuFFo��� ZONING BOARD OF APPEALS w Town Hall Annex, 54375 Route 25 O � P.O.Box 1179 Southold,New York 11971-0959 t. .. Fax(631)765-9064 Telephone(631)765'-1809 ZBA FILE: #7293 r NAME OF OWNER OF SUBJECT PROPERTY: Susan and Timothy Milano PROPERTY LOCATION: 745 Aquaview Avenue, East Marion,New York DATE OF ZBA DETERMINATION: November 21, 2019 SCTM No. 1000-21-2-9 PROPERTY OWNER'S STATEMENT Uwe,the undersigned, am/are the owner(s)of-the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: #7293 Dated:November 21, 2019; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition, as defined by Section- 280-4-of the Town Code,occurs during construction, or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the. Certificate of Occupancy and has the right, after a public hearing,to modify, suspend or revoke such approvals or any term or condition thereof-or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5: must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Buildhi4p' epartment will not issue a building permit without receipt of this signed statement. Print Name of Owners) Signature of Owner(s) Dated: (, 2 V Dated: Sworn to before me this day Sworn to before me this 6 day of D 20 Z of /1 vC4/ . 20 Lary of Public N� Al`V JENNIFER L CAGGIANO J OWYafabov Notary Public -State of New York NOTARY pLM=,STATE OFNSyYOO NO. OICA6202 93 RegMaWeNo.01YAW11.39 Qualified in Nas t I r ae«+aCOLN".Com kow an*" "y If, N1y Commission Expires oyogilfFCMD Ol,��o Gyp ZONING BOARD OF APPEALS ti Z Town Hall Annex, 54375 Route 25 4 P.O.Box 1179 *�l Southold,New York 11971-0959 Fax(631)765-9064 Telepho ZBA FILE: #7293 RECEIVED NAME OF OWNER OF SUBJECT PROPERTY: Susan and Timothy Milano a 9 PROPERTY LOCATION: 745 Aquaview Avenue, East Marion,New York JAN 14 2020 DATE OF ZBA DETERMINATION: November 21, 2019 SCTM No. 1000-21-2-9 Zoning Board Of Appeals PROPERTY OWNER'S STATEMENT I/we,the undersigned, am/are the owner(s)of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: #7293 Dated:November 21, 2019, 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition, as defined by Section 280-4 of the Town Code,occurs during construction, or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing,to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) 5Q%M Signature of Owner(s) � Dated: Dated: Sworn to before me thisQ0 day Sworn to before me this day 0 of 20 Notary Public JENNIFE L CAGGIA Notary Public State ew York F NO. 01 2893 Qualified in Na a n��� My Commission Expires C) PROPOSED RUN—OFF CALCULATION: AREA SUMMARY m ADDITIONS FOR 2" OF RAIN TO BE CONTAINED ON SITE LOT AREA to tie line = ca. 51,765 SF TOTAL ROOF AREA : 3,308 SF LOT AREA to TOP of BLUFF = ca. 30,336 SF = 100.00% 100% run—off coefficient = 550 cu ft EXT'G COTTAGE AND DECKS = ca. 1,462 SIF PROPOSED 8;x2; deep DRYWELL 84.5 Cu.Ft. Bldg DePt COPY Nom ZBA EXT G GARAGE AND SHED = ca. 417 SF W PROPOSED 8,x3, deep DRYWELL 126.7 CU.Ft: ZBA FI e'n �� TOTAL EXT'G LOT COVERAGE = ca. 1,928SF = ❑ PROPOSED 8 x4 deep DRYWELL 168.9 C t Date: N PROPOSED 8'x4' deep DRYWELL 168.9 Cu.Ft. STRUCTURES TO BE REMOVED = ca. 911 SF RESIDENCE [WITH GUTTER LEADERS FOR ROOF RUN—OFF ADDED LOT COVERAGE = ca. 2,083 SF W TOTAL PROP'D LOT COVERAGE = ca. 3,100 SF = 10.22% IM EXISTING STRUCTURES TOTAL LOT COVERAGE w/POOL = ca. 3,900 SF = 12.85% EAST MARION EXT'G 1—STY. STRTUCTURE = 745 AQUAVIEW AVENUE ® PROPOSED ADDITIONS TO BE DEMOLISHED I W O FORMERLY DAVIES Z ARCHITECT + NOW MILANO FRANK UELLENDAHL *I }-+ +++++ 29Q,59' m 123 CENTRAL AVENUE } + +++ + + 1—STORY 2—STORY + + + P.O.BOX 316 + + Structure Structure GREENPORT, NY 11944 + h TEL 631-477 8624 + + + + + � W + + 4 } } } + + } + +' OWNER + + + * * * } 59 STEPS DRYWELL a susAN MIAO VENUE + ` + + } ' } TO BEACH o 140 HARVARD AVENUE + + + + _ + + 190sf �+ + + + + + +.� '} + + + KVILLE C NY 11570 c + + + + + + +} + + + + DECK 591 sf 3 TEL 516-343-8135 O + + } + + + + + + + DECK WE L EXT'G GARAGE & SHED+ + + + + + + + + ❑ + } + + } } } } + TO BE DEMOLISHED � REID A + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + + ++ + �x2�1 t7 EL(� + + + +SANS + + + + + +'�� o ++}+++ GAVEL++}+,+++�. ++ DRYWELL 10 + + + + + + + + + + + + + + + + + + + + + + +} ems, i8'x4)DRYWELL + + + + + + + + + + + + + + + + + + + + O + �. + + + + + + + + + + + + + + + + + + + + �, + ++++.+++++++++ + + +++++ + ++ + +++ + L 150 SF GREENHOUSE S E + }+ BbLb0S+}++++ +++ + 50 + + + + + + + +++ + + � 0t2� 1 + + + - }+++}+++}+} + } F+ 8'x8 FRONT YARD }}+++++++}+++}+_+++ TUB Ws d 1 +1 + + + + + + + +} +- - + + } + } W CD+ } + + } } x4)DRYWEL i+ ++ + Wt, + + + + + - } } + + + + + + + + +'+ 20'x40' EXT G DRIVEWAY POOL W + + + + + + + + + + + + + + + + + + ++ + + + oCD _ + + + + + Cn 3 nl m + + - + + + + + rn rn rn �+ + + N N ON ++ }} PROP'D POOL O Q III +I �- �4 �O 367.25' z w DATE: 02/02/2019 FANDOSILT F HAY BALES SCALE: 1/3r = 1'-0• rtft:�rvaED SCALE: 1/16" =1'-0" 3 Q RECEIVED 30,336 SF FENCE PROPOSED SITE PLAN �� SITE PLAN NOV y 9 2019 NO� `� � _� SCTM# = 1000-21-02-09 N Zoning Bdald of Appeals BETSY MEYER WILKINS Zoning eeoardo€,eats TOWN OF SOUTHOLD o� W. NAME A-100 SUFFOLK COUNTY, NEW YORK ©�0 W. No PROPOSED = Z ADDITIONS W W W y AUG 2 3 2019 W W W W J I DECK W J BENCH g-� ion ng 8oarii o�AjD,peal� w W W V W W W ®o® 5-0 WALL HGT. W W W W WW WW W WW W --- ---- �- �o— " C—LG.HG—T. N�W' RDCE JAPANESE 'ZEN GARDEN• — — — BR2 KITCHEN KITCHE 1 sf DECK (TOTAL) EAST MARION 745 AQUAMEW AVENUE 59 In z ARCHITECT PROPOSED 2ND FLOOR PLAN FRANK UELLENDAHL SCALE: 1/8" = 1,-c m 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 Lu LIVING ROOM C= OWNER s 0 4 0' B ldgept copy from ZBA ` reviewed Qo� ents 516- kile* 7p�`� J � 72 1 / / o • 26'-0" 10,4 o HALF BATH • ,�� � o Q FOYER o z ��� W.I.CL. I GARAGE CD 0 6 - 150 SF s o MBR SUITE _ _—) GREENHOUSE a a � ¢ z �OP I r - - - -1 r- - - - -� ° �e'-o• W.I.CL. MECH.RM. I I I N N N � O N O I W 0 0 0 3 ta�H o DATE: 02/22/2019 �_¢ SCALE: 1/8' = l'-0° �` W(n � O II 3 PROPOSED FLOOR PLAN (� I I N y AUG 13 20HOT TUB 5 DWG. NAME CD So,it5a!d Town PROPOSED 1ST FLOOR PLAN o A-300 ar Trustees — — — — — — SCALE: 1/8" = V-0" ®Z� W. NO Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com August 12, 2021 Leslie K Weisman, Chairperson ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Re: ZBA FILE#7293— 11.21.2019 SCTM# 1000-21-2-9 Name of Applicant: Susan and Timothy Milano Property Location: 780 Aquaview Avenue, East Marion, NY Zon,. ,a 9 Board Dear Chairperson Weisman, d-`��. _ qupe��� ,. hope this letter finds you well. I am contacting you today regarding your board's deliberations on the Milano project back in November 2019. Because of the close proximity of the proposed residential improvements to the Coastal Erosion Hazard Area,the subject action was first reviewed by the Board of Trustees which subsequently denied the requested Coastal Erosion Hazard Permit and instead issued a Wetland Permit after the owners agreed to remove the existing 1-story structure which is partially located within the 25' Coastal Erosion Hazard Area. At the public hearing when asked if the proposed alterations and additions would constitute a demolition of the existing residence I stated 'No' and that I had confidence in the application and design to maintain the original foundation and primary floor of the existing 2-story structure. Furthermore I agreed on behalf of my clients to install an I/A septic system. It took almost one year to obtain all necessary documents that the Department of Health Services asked for.The permit for the I/A system was finally issued last month on July 14. The Building Permit Application is currently under review by Amanda Nunemaker, and she informed me that the Building Department decided that according to Town Code the residence is deemed a demolition. She discussed this issue with Town Attorney Bill Duffy, and both assume that in this case a De Minimus determination could be expected from the Zoning Board of Appeals. look forward to proceed with the ZBA's approval. Thank you very much for your help in this matter. Best regards, Frank W Uellendahl, RA BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF oUryO 53095 Main Road•P.O.Box 1179 • ,`O !�. Southold,NY 1197.1-0959 Patricia Acampora Office Location: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. �pQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Ol,YCOU Southold,NY 119711 I http://southoldtownny.gov E jZQNING BOARD OF APPEALS AUG L 1 r121 TOWN OF SOUTHOLD Te;.(631)765-1809•Fax(631)7.65-9064 BUILDING I7EP f. TONVN OF SOUTHOLD � August 18,2021 Frank Uellendahl,Architect . 123 Central Avenue. P.O.Box 316 Greenport,NY. 11944 Re; De Minimus Request,File#7293 Milano, 745 Aquaview Avenue;East Marion,NY CTM.No. 1000-21-2-9. Dear Mr.Uellendahl; j. We.are in.receipt.ofyour".correspoiideiice.dated August.12,2021 requesting a;de=minimus a pproval•for.the.abgve referenced ZBA determatron for pro additions and_alterations to asingle-family dwelling In your letter,. you explain that in order to obtain the re wired Wetlands Permit approval from'the:. outhold Town".Board.of i Trustees,you were-required to remove.a portion of the existing structure from tfie as built location in""the.Coastal Erosion Hazard Area(CEHA). The Trustee.approved site.plan is tlie.sain plan later reviewed.and approved by the. Zoning Board of Appeals_for variance if .The Building Permits Exairimerwho is currently reviewing"your. application fora building permit recently informed you that your proposed project exceeds:the scope of additions and alterations and now constitutes a demolition"pursuant to the Town Code;Ihgs_necessitating_your request: I reviewed your letter,thesubmitted site plan,.and the Zoning Board of Appeal s.determination.dated November 21, 2019, and discussed your.request with the Building Permits Examiner yesterday morning. She informed in that the removal 6f the portion of the as built dwelling located in the CEHA required'by the Trustees and approved by."`"`the ZBA was not included in the original submission to the Building Department that resulted.in their issuance of ka Notice of Disapproval for additions and alterations. Since your current plans do not change the improvements` approved by both the Trustees and the ZBA,because no additional non-conformity will be created,and becau e . those approvals were based in part upon reducing potential adverse impact to the environmentally sensitive'Coastal . Erosion Hazard Area,I have determined that your request is de"minimus in nature Please be advised that the conditions set forth in Appeal No: 7293 will still"apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to.the Building Department. AeslieKa Weisman Chairperson cc: Michael Verity,Building Department BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson \fj� SO(/��® 53095 Main Road•P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,.Jr. Town Annex/First Floor Nicholas Planamdnto ® �� 54375 Main Road(at Youngs Avenue) �c®Ui� Southold,NY 11971 DL Ill, I� II IUI I� � a� 5 2023 http://southoldtownny.gov 1! ZONING BOARD OF APPEALS 6UILDINbDEPT TOWN OF SOUTHOLD TOWN OFSOURIOLD Tel. (631) 765-1809 April 28, 2023 Frank Wolfgang Uellendahl, Architect P.O. Box 316 Greenport,NY 11944 Re: De Minimus Request, File#7293 Milano, 780 Aquaview Avenue, East Marion SCTM No. 1000-21-2-9 Dear Mr. Uellendahl; We are in receipt of your correspondence dated April 11;.2023 requesting a de minimus approval relating to ZBA determination#7293, dated November 21, 2019, in which your client was granted area variances to construct improvements to a single family dwelling. In your letter you explain that the final survey depicts the first and second floor cantilever extending .beyond the Coastal Erosion Hazard Line, which was not indicated in the originally approved site plan. You further explained that the Board of Trustees issued a Wetland Permit under the condition that the existing one-story structure be removed so that no ground disturbance shall occur within 25 feet off the top of the bluff, as discussed in de minimus approval letter issued to you on August 18, 2021. However, you indicated that the Trustees did.not object to the cantilevers beyond 25 feet line (or less than 25 feet distance landward of the top of bluff). I have reviewed your correspondence and the applicant's files, and have determined that that your request is de minimus in nature. Please submit two full sized updated signed and sealed site plans depicting the distance of the first and second floor cantilevers from the top of bluff. Be advised that all other conditions of approval will still apply. Contact our office if you have any further questions or concerns. c r-e , 1 � Leslie Kanes Weisman, Chairperson cc: Building Department c � Frank Wolfgang Uellendahl Architect 123 Central Ave POB316 Greenport, NY 11944 t: 631.477.8624 e: frank.uellendahl@gmail.com April 11, 2023, Leslie K Weisman, Chairperson ZONING BOARD OF APPEALS of the TOWN OF SOUTHOLD Re: ZBA FILE#7293—11 SCTM# 1000-21-2- plicName of Ap t:Susan Milano Property Locati n: 780 Aquavi Avenue, East Marion, NY Dear Chairperson Weisman, I am happy to report that the Milano project is finally approaching the finish line. Because of the close proximity of the proposed residential improvements to the Coastal Erosion Hazard Area,the subject action was first reviewed by the Board of Trustees which issued a Wetland Permit under the condition that the existing one-story structure be removed, and they determined that NO GROUND DISTURBANCE would be permitted within 25 ft off the top of the bluff, however, they did not object to have the proposed 15t and 2"d floors cantilever beyond the 25 ft line. The final Trustees inspection passed last month, March 2023,without objections. After reviewing the final survey from Young&Young which was issue on January 27, 2023 and before issuing the certificate of occupancy the building permit examiner(Amanda Nunemaker) asked me to obtain a final approval from the Zoning Board of Appeals as well. The final survey(see attached) clarifies the CEHL location as it relates to the 25' buffer zone as well as the 15t and 2"d floor cantilevers. On my original site plan I incorrectly labeled the 25 ft buffer zone as CEHL, and the line of the 2"d story cantilever deviated slightly from the final survey. Please refer to my mark-ups in red on the attached site plan.The project was executed as per approved building permit and passed all inspections. All other conditions and considerations requested by your board have been implemented including maintaining the original foundation and primary floor system of the existing two-story structure. Amanda assumes that a De Minimus determination could be expected from the Zoning Board of Appeals in this matter. Thank you very much for your help. d regardsui- , •� �'_"' . PT P � ® Frank W Uellendahl, R a A C)"N W W W ` �-..mom. �-�•� �/.� W W W W W ♦♦ W W W FY ,W V V EXISTING ONE-STORY S RTE D a W W W W W W V TO BE REMOVED AS PER-TRUSTEESy y y y W W W W W WETLAND PERMIT DATED 08.14.2019: y W W W W W NO STRUCTURE PERMITTED WITHIN W W COASTAL EROSION HAZARD AREA W W W W W W W W W ® a W y W W y W EXISTING WEST ELEVATION W W W W W W W W W W W W W W I W y V J • \ W W W W W W W W W W W W W W Il tltl�'II^��NNu rL W 2ND STORY CANTILEVER EXT'G DECK TO REMAIN AS IS 1ST STORY CANTILEVER 25' CEHL BUFFER APPROVED WEST ELEVATION AS PER BUILDING PERMIT PROPOSED ADDITIONS AND ALTERATIONS OF AN EXISTING 3 BEDROOM DWELLING Q PROPOSED Z ADDMONS • 08.14.2019: 'SOUTHOLD TRUSTEES ISSUE WETLAND PERMIT 5 • 11.26.2019: ZBA APPLICATION #7293 GRANTS VARIANCES AS APPLIED FOR - • 07.14.2021: SCDHS OFFICE OF WASTEWATER MANAGEMENT ISSUES PERMIT FOR THE NEW IAOWTS SEWAGE DISPOSAL SYSTEM RESIDENCE • 08,26.2021: BUILDING PERMIT #46749 ISSUED 745 AMEW AVENUE ON f _ ; l 61 I BOARD MEMBERS ®�®�uFF01��'®� Town Hall Annex Leslie Kanes Weisman, Chairperson 53095 Route 25,Main Road Patricia Acampora ® `e P.O. Box 1179 Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. .j. ® Telephone(631)765-1809 O Nicholas Planamento --, V\ !r- http://southoldtownny.gov l + ` 1 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD MAY 26 2023 EXTENSION DETERMINATION One Year Extension Special Meeting of May 18,2023 ZBA FILE: #7293 NAME OF APPLICANT: Susan and Timothy Milano PROPERTY LOCATION: 745 Aquaview Avenue, East Marion NY SCTM: 1000-21-2-9 BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article IV, Section 280-18; Article XXII, Section 280-116A(1) and the Building Inspector's February 11, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and construct an accessory swimming pool; at, 1) swimming pool located in other than the code required rear yard; 2) additions located less than the code permitted side yard setback of 15 feet; 3) additions located less than the code required 100 feet from the top of the bluff; located at 745 Aquaview Avenue, (Adj. to Long Island Sound) East Marion,NY. SCTM No. 1000-21-2-9. DATE OF PUBLIC HEARING: November 6, 2019 ' This request for a variance was originally Granted as applied for with conditions on November 21, 2019, as shown on the site plan and floor plan labeled A-100 and A-300, Approved by,the Southold Town Board of Trustees, created by Frank W. Uellendahl, Registered Architect and dated June 4, 2019. By letter dated May 12, 2023, the applicant's representative, Frank Uellendahl, Architect, requested a one-year extension of the Variance Relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Planamento, and duly carried, to GRANT, the applicant's request that the above cited determination be extended for a one-year period beginning November 21,2022 and to expire on November 21,2023 per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing /2023 Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank.uellendahl@gmall.com May 12, 2023 RECEIVED Leslie K Weisman, Chairperson MAY 12 2023 ZONING BOARD OF APPEALS of the TOWN OF SOUTHOLD Re: ZBA FILE#7293-11.21.2019 ZONING BOARD OFAPPEAIS SCTM#1000-21-2-9 Name of Applicant:Susan Milano Property Location: 745 Aquaview Avenue, East Marion, NY RE REQUEST FOR EXTENSION OF THE ZBA DETERMINATION Dear Chairperson Weisman, First I would like to thank you for issuing the requested de minimus letter dated April 28, 2023, relating to the above referenced project. Connie Bunch informed me yesterday that she is ready to type the Certificate of Occupancy. Since the ZBA decision expired on November 21, 2022 she asked me to request an extension. I apologize for having missed the deadline to request an extension prior to the date of expiration. The contractors were not able to complete the proposed construction in a timely manner partially due to pandemic related delivery delays of various building materials and kitchen appliances. One exterior sliding door unit was finally installed in August 2022. Exterior work such as patios,the driveway and the pool fence did not get completed until December of last year,the reason why the owner did not receive the final survey from Young&Young until February of this year. The final Trustees inspection passed in March 2023,without objections.And so did the final inspection by the building inspector. Thank you very much for understanding the difficulties this project went through, however,the owner is relieved and very happy that the job is finished. S ID Kind r gafds, �r �A- C(F�'�,., Frank W Uellendahl, RA ILDING DEPARTMENT- Electrical Inspector �c \y� S TOWN OF SOUTHOLD f Vv To I Annex- 54375 Main Road - PO Box 1179 u 2 2 20�2 Southold, New York 119.71-0959 p 1NeaE�Telephone (631) 765-1802 - FAX (631) 765-9502 _southoldtownny.gov — seand c@southoldtownny.Nov APPLICATION -FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/22/2022 Company Name: L C Electrical Contracting Electrician's Name: Leonard Cancellire License No.: ME-38043 Elec. email:office@ LCElectricalcontracting.com Elec. Phone No: 631-874-0485 01 request an email copy of Certificate of Compliance Elec. Address.: 22 Woodbine Lane, East Moriches, NY 11940 JOB SITE INFORMATION (All Information Required) Name: Milano Address: 745 Aquaview Ave, East Marion Cross Street: Phone No.:. BIdg.Permit#: 46749 email: Tax Map District: 1000 Section: Block: Lot: CRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Service Square Footage: Circle All That Apply: Is job ready for inspection?: ElYES � NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service SizeF%—/11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# Q New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals ✓ 1 2 ✓ H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION' �o�g11FF0[��oGy BUILDING DEPARTMENT-Electrical Inspector C* . = TOWN OF SOUTHOLD D,y • �`� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate# 1?l7 Date 2 2022 Customer Name 4/10 Electrician Name L / t Address A.-f SAj21-VAVjeW Q Phone (a 3 l 9 bL-f P-5 e-mail s, P,r10/V e-mail co C1te-C cec4 r IcAj C,an P c Phone License# 3,930q3 °Co� Size 00 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid r 90 da from the date a ve. Authorized by UILDING DEPARTMENT- Electrical Inspector `.� TOWN OF SOUTHOLD To all Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 VIP1.r eat® say-q"elephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov — seand(c-southoldtownny.gov -APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/22/2022 Company Name: L C Electrical Contracting Electrician's Name: Leonard Cancellire License No.: ME-38043 Elec. email:office@ LCElectricalcontracting.com Elec. phone No: 631-874-0485 1 request an email copy of Certificate of Compliance Elec. Address.: 22 Woodbine Lane, East Moriches, NY 11940 JOB SITE INFORMATION (All Information Required) Name: Milano Address: 745 Aquaview Ave, East Marion Cross Street: Phone No.: Bldg.Permit#: 46749 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Demo shed, garage, and dwelling and reconstruct dwelling Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION / su>FF1T��• UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C1 �i�7 To all Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Ott ��to� pATele hone 631 765-1802 - FAX 631 765-9502 _1601 rogerr _southoldtownny.gov — seanda-southoldtownny.gov 0 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6/22/2022 Company Name: L C Electrical Contracting Electrician's Name: Leonard Cancellire License No.: ME-38043 Elec. email:office@LCElectricalcontracting.com Elec. Phone No: 631.-874-0485 I request an email copy of Certificate of Compliance Elec. Address.: 22 Woodbine Lane, East Moriches, NY 11940 JOB SITE]NFORMATION (All Information Required). Name:. Milano Address: 745 Aquaview Ave, East Marion Cross Street: Phone No.: Bldg.Permit#:46749 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): . Demo shed, garage; and:dwelling and reconstruct dwelling Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ' '❑' YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #,Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? Y FN Additional Information: r PAYMENT DUE WITH APPLICATION CP �� �4� c� PERMIT # Address: Switches Outletsl'll GFI's Surface Sconces 1 V ` H H's �A UC Lts Fans I 1 Fridge HW Exhaust Oven /�I W/0 Smokes DW YJ Mini"o Carbon Micro �I Generator Combo Cooktop Transfer AC AH 1 Hood Service Amps Have Used/ Special: Comments j r �' ( �- P ` 4 •l 1 A�'_L!'t't•{�f''•-- •` '-�� ---__-- _ --— >�11hd�1..Slfa«LL�G; �;rC:. —..� �� { ,��:1;�,��L7`�ftEltih;�'F�-�: _ i _ •--- - _ _ t:1 ,t��43f+dT1F� -= - - - _ hh �:�i•. _ "t=t(�� 1 L _ 's,f?t s -at j. d=.lyz qt.— •7''I �*rjf So�r�® Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 1 1 97 1-0959 �0 UNIV BUILDING DEPARTMENT { January 31 st, 2024 TOWN OF SOUTHOLD �\ I I Cy Milano Residence 1 l 745 Aquaview Ave East Marion, NY 11971 NOTE: Final Board of Health survey needed to issue CO. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. d Electrical Certificate. Final Inspection by the Building Inspector (631-765-1802) Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) X Final Survey with Suffolk County Health Dept. Approval. Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Framing Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 46749-z demo + new dwelling RUN-OFF CALCULATION: AREA SUMMARY PROPOSED FOR 2" OF RAIN TO BE CONTAINED ON SITE LOT AREA to tie line = ca. 51,765 SF Z ADDITIONS TOTAL ROOF AREA : 3,308 SF LOT AREA to TOP of BLUFF = ca. 30,336 SF = 100.00% 100% run-off coefficient = 550 cu ft J EXT'G COTTAGE AND DECKS = ca. 1,462 SF PROPOSED 8'x2' deep DRYWELL 84.5 Cu.Ft. EXT'G GARAGE AND SHED = ca. 417 SF PROPOSED 8'x3' deep DRYWELL 126.7 Cu.Ft. o PROPOSED 8'x4' deep DRYWELL 168.9 Cult. TOTAL EXT'G LOT COVERAGE = ca. 1,928SF z PROPOSED 8'x4' deep DRYWELL 168.9 Cu.Ft. STRUCTURES TO BE REMOVED = ca. 911 SF WITH GUTTER LEADERS FOR ROOF RUN-OFF EXT'G 0 BE 1-STY. ST EMOLS HOED RE EXTENDED OOR Nos{RUST RE SouthOS BE DE AND ADDED LOT COVERAGE = ca. 2,083 SF RESIDENCE ® EXISTING STRUCTURES 2ND FL CEILING TO BE RAISED TO CODE TOTAL PROP D LOT COVERAGE = ca. 3,100 SF = 10.22% TOTAL LOT COVERAGE w/POOL = ca. 3,900 SF = 12.85% EAST MARION ® PROPOSED ADDITIONS U 745 AQUAVIEW AVENUE 1 STRUCTURE TO BE DEMOLISHED z ARCHITECT + r *++ 290 59 J FRANK UELLENDAHL + * + ++++ ` 2-STORY 42" OVERHANG 123 CENTRAL AVENUE + +++ + + P.O.BOX 316 + + + '++*+ +'+*+ 25' FORMERLY DAUIES o GREENPORT, NY 11944 + + ++ + + +-+-+ TEL 631-477 8624 + + + NOW MILANO ----------- + + + + + + + ++ W OWNER +'+ + + # # , �,,, � 'x3 DRYWELL a - + + # # + �� _ �� + + + + ��� � :I':� SUSAN MILANO + + * * + + + SEPTIC SYSTEM 140 HARVARD AVENUE ++++++++++ +I +++*++, I LP FE ROCWLLE CENTRE, NY 11570 mmw + + + + + + ++ + + + + 00+ + + + + + + + + TEL• 516-343-8135 _ ++` *+++++*+ ++ *+*+ + i paved wal ay + +++++*+++++++ + ++ + paved wplkway ..f 300 sf EXT'G GARAGE & SHED Y «vM + + + + + + + + 2-STORY 36 OVERHANG 195 sf I Iiz TO BE DEMOLISHED o + + + +SAN4 + + + + + +� o M� M + + + + + + + + + + aJ + + + GRAVEL++ + + +�� + WELL' + + + + + + + + + + + + + + + + + + + �, + * + * * * * * + * + + 0 + DRYWELL �^= + + + + + + + + + + 'off . + ems- 1-STO -STORY W ,...r+ + + + I + + + + + + + K +*+++++++ +* +++*+*++� ++ rUC Ur trUCtUre + a + + + + + + + + `o + 54 + + + + + + + + + + + + *--POLE o z -+++BbLbEK++++++++++ ++* ����F F 8'x8' w '+ + + + + + + + + + + + �� HOTTUB�`:`:`:`:`+ + + + + + + + + + + + + + O`� I "` 'pavers: X Q + + + + + + + + + + + + + + + - + + = Z + + + + + + + + + T J ref•':: C o + +_ _ + + + + + 4 FOOL FENCE `� W + ++ + + + + + + + ��0� w o ZL + + + 1 + + �� - #r ti• Bldg Dept Copy from + - + + + +' 1� 2 8 x4 DRYWELL GRAVEL DRIVEWAY a + + + + + + - + + P x2 o - �`ave�s�l Fin 4, + + + + + S I � €p ?<€�. O Final reviewed do a a W + + + + + + + Q ' C� currents Q O Z I BA Fite Z 'DRYW _ c C, ELL I`I + + + + + + + Date: y 0 o -J - - ` '+*+*+* I - "20'x40'MPOOL " j]]]' €12' ,y���,��11�1 z_ z + + +1 ++ -N. 8'x12' shed �llC�l o�Dc�- o o s o 1 l� � a for pool mechanicals 7 N N N + + + + + + 367.25' o 1-- 000 4' POOL FENCE � .� LINE OF HAY BALES W AND SILT FENCE SCALE: 1/32° =1'-0" 5E-_ DATE: 08/12/2021 SCALE: 1/32° _ PROPOSED SITE PLANCD ,-o° SCTM# = 1000-21-02-09 BETSY MEYER WILKINS TOWN OF SOUTHOLD SITE PLAN / SUFFOLK COUNTY, NEW YORK N W. NAME / K o A-2 / ®¢ DWG. NO s 6sos4 o �• , %. O o , ''0 F N M ass O O O � h FRAu E [CT uj >, n O al w co Cv O- E Area = 1.180E Acres o -. o Q C ftTL 9[T 1p � r 2•6 W F K D O . woos Cx Jj o f��' - o �• . o M ; y�►a N , y Cr O r' p �- 150. E• S.830k7'i0" E• I c 0 •00 270.00' F>to Q�QVIEW -.-.. 9 00o, . JMENT O : IRON ROD \� ;OUNTY TAX MAP SURVEY FOR SECT�j BLIC.2 LOT ESTATE OF WILLARD J. DAVIES AT EAST MARION DATE JAN. 29, 1988 TOWN OF SOUTHOLD SCALE ; I" 40- SUFFOLK COUNTY , NEW YORK No. 87- 1156 'N UNAUTHORIZED ALTERATION OR ADDITION TO THIS E OF NF SURVEY IS A VIOL,ATIon of sicTION 7204 of THE GUARANTE S 10 �v NEW YORK STATE EDUCATION LAW. ANN AYI N COPIES Of THIS SURVEY NOT HEARING THE LAND 1) yOp SUNYEYOA'S INKC0 SEAL OR ENeoSSED SEAL SHALL TIC T1 ° uAPm Co. NOT CONSIDERED TO fi£ A VALID TRUE COPY, C1 I FG N GUARR ANTEES INDICATED HEREON SMALL RUN ONLY TO '? 2 THE PERSON FOR wHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERN• MENTAL AGENCYAND LENDING INSTITUTION LISTED �C HEREON,AND T.0 THE ASSIGNEES OF THE LENOING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE SUOSEOUENT TO ADDITIONAL INSTITUTIONS OA OWNERS. G�� �� 45895 N DISTANCES SHOWN HEREON FROM PROPERTY LINES f �S TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINE) OA FOR THE ERECTION OF FENCES. YOUNG. a YOUNG R400 0STRANDER AVENUE ER EAo , NEW YORK ALDEN W. YOUNG.PROFESSIONAL ENGINEER AND LAND SURVEYOR N.Y.S,LICENSE NO.12845 HQSYARD W. YOUNG I ,Bun (1)UNAUTHDRIZZO ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCAT,:"'LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PUR-)SE ANI ARE TOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SU,rEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE C'ONS1,ERED TO BE-..VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE o MPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITMON CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)14, LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SITE DATA CO TES�)T HOLE 400 Ostrander Avenue, Riverhead, New York IIct01 "`�`"q`" SY McDONr.,.D 6EOSGIENGE AREA = 1.1554 AGRE5 OR 51,-i65 50. FT. _ _ SDI°p DATE: 05/09/2020 tel. 651.727.2505 fax. 651.727.0144 4�5.3 G odmin@youngengineering.com * DATUM = NGVD Ici88 3182' �C.t� EL�4a.5 - 0.o' v/ DARK BROWN OAM 'r DEPTH TO GROUNDWATER = 46 FT (OL • HIGHEST EXPECTED GROUND WATER ELEVATION = 5.5 - ~`\ \ A Jn S BROM Howard W. Young, Land Surveyor ~` \ �, 7 O 5ANDY SILT Thomas G. Wolpert, Professional Engineer ■ NUMBER OF BEDROOMS (DESIGN EQUIVALENT) = 4 �y` �, \ O .� / , (ML) Douglas E. Adams, Professional Engineer * MINIMUM REQUIRED I/A OW75 CAPACITY = 440 GAL �28--. 7.83 ~� K.,� \ I� ' 6 PALE LTZOIAIN 4 Robert G. Tast, Architect -'- SI TY SAND Robert Stromski, Architect * PROVIDED I/A OWTS CAPACITY = 600 GAL g19 ` .,eel ��� 2 TIE LINE ALONG APPROXIMATE HIGH (LP.YERS WITH 'r LEACHING 5Y5TEM REQUIRED = 500 SFSWA -,tn` ��� y`69_ �\ `� WATER MARK AS LOCATED ON05/02/19 1-115A WATER * LEACHING SYSTEM PROVIDED = 300 SFSWA --T "`N ^ `^���� `� O �` CONTENT) - -o l`� T Foy `,\ rSP� HEALTH DEPARTMENT USE 71110 W.\TER IN �\`• ��\ ' ♦ g 5RCWN 51LTY 4�y c�s.(� �5ND SUFFOLiC COUNTY DEPARTMENT OF HEALTH SERVICES 37.13 ��`�` , ` PERMIT FOR APPROVAL OF CONSTRUCTION FOR A \ \9.67 ` q 'ATER IN 3�.b6 � \ ,\ y`ti� .oi Bra�WN FINE SINGLE FAwLY RESIDENCE ONLY SAND JUL 1 4 2021 43.38 �` DATE H. REF. No. w I E ".` Oa \`, `" \ \`\`\\ \ .` \ APPROVED �- COASTAL EROSION �� \\`�' �\�`\ \` FoR MAX] UM OF BEDROOMS X4,2.14 +as15o �- ' ` ` ` EXPIRES THR 'YEARS t=R h1 DATE OF APPROVAL HAZARD LINE AS SCALED ` +44.32��d `k 46.87 \\` \\\\\\.\ �� \- FROM COASTAL EROSION- \`, '� \��, \� \\\ \BLILDING` 2 O� HAZARD AREA MAP ,�" ° r' t \t `\\\ ^.\.\ \ a.o7\ S \a +47.44\ ACC /' „�` ` .. Water Line(s) MUST E ��octed By The I48.08 ._ _ \ \ \ ` 1 �_ IA. t'Health Q f3gt l r \ ., \ \ a`.\ \ WOOD DECK `\ \ 15TORY 1� �� �. �� 54�1�/1C . V 4� FRAME 1 Svffll a GQL�ri. 46.62 , " \- \~�� ---'\`' ; �C~` TO BEE PROPOSED 1 CaPi E��-5700, 48 NOur;� (n + / + \ 49.$3 \\ \ z STORY 1 To Schedui Advance Stem v}i A8.8o PROPOSED ® M ` ` 1nS�eCticn ♦'1F�� '_�' 'l '"�s1I � / \�\ _..,�•\���� `�� � DEMOLISHED L 1 WATER SERVICE �.\ \48.36_ WOOD '\ \` ` .`` STRUCTURE )• ]' 1�TORY CECK 144.)1• I +49.40 49.38\' 0VERHAIJG O -20 i I i -- ®° � � � O I .}�t �• v 1 P L H rn �/ 1 --r75'-- -� n ELL PIT " P I 40.70� .� MF 1 J,l' T !M TytryyA♦fli�' »I�1a S ? ? sa n O >` c + 51.44 / --- �� ( ti ,,.. C! it. S S t & I { I L Y '� 4;,'CMF� 20.0' Np 0 / -.-.- 45. 44.37 Ij ' ��'e�t" i l?xe Wilifl aQ ry •' Il,11!"i124t iX;An •' Q o 3 P.6�W / 7 '1 �,5 / (-z, w\ *-Iv r! nt requilem-c-nit Subli�t 1 1 I / \r 14. N 1 ��� 2 STORY 1 'OfTT'3iet f02itl A 48.91+ 3 � STRUCTURE 49.35 N ^) .I \44.27 O TO EMAIN 1 , 5UR- �� GERTIFIG TION OI WELL /4j vwj T\ fpWt 3 M + / - �R�Q/.��P.�© + / O O -/ 07/'� PROPOSFQ 45.02 4p c 1 ' 'ROES H5 "� Dona-elyl lllth a p r 1 STORY FFL o `� (� r,��Zi�; rn r C�4�. ° �i�t�,�TSO i CL \(DWG--- 7.5'a.6 S�C7kIRE 39.r PRACTICE Y 44.89 'w ) * WE HEREBY CERTIFY TO S USA M I LAN O THAT THIS 5URVE 50.5� HO TUB J/ M, o 'b • 1, ?�('-T .�.�!��,• .. �'' t1C'f t�?a / 49.64 20•0.. _ 09 - - 3 I WA5 PREPARED IN ACCORDANCE WITH THE CODE OF PRA Oi3aaF� SHO�R / " ^ :114-z�a -_33' 1 4 FOR LAND 5URVCY5 ADOPTED BY THE NEW YORK STATE a {<'n`rT4.{��1:�'s.i 1ID ,� 20.0'-� / / 7. 3.s i z'sroaY r� 1 PROPOSED J A S^GEA 0,N %r- P=R';`E� �:' , � L,'.; r;URYEY' f c O C' t, \ t4�j.073� 1!7// FRAME GARAGE =8.31 1 +1 �� OVERHANG r 2 STORY 1 O d SHED TO BE ^p0 -- T 1 h STRUCTURE 1 of r� �vG DEMOLISHED / b.- H C 4 \ pRoV SANITARY _ � 44. r � ----. � � Q�1} P"� SYSTEM � PROPOSED o M0 1 � VENT 1 f tip• � �,`, o ®WELL Z 2 STORY \ 15.0' / oa Sc II - �, GARAGE Z 1 �i ,� 1 �� =r G, a ( PROPOSED i n- ° EXISTING SANITARY SYSTEM TO o O 1 GREENHOUSE i- BE ABANDONED IN ACCORDANCE 49134 w 48.92 + \DW LP -+ `.24 ( 1 i WITH SCDHS STANDARDS I +49.09 2 ,♦ zo 47.55 s A00 O E 0.35'a ,' 0 5�' 1 FE t \tea ,� ' PROPOSED LOCATION FOR rn fJ \ �-/ \� i ' 1 WELL .,(,. H,� POST MOUNTED CONTROL 1 �l�t..H/E--��I/ N77 0.35': �\\ y >\ 1 PANEL&BLOWER45 f? 270.00' S83010'1011E 50.58+ �-� + �'� ' HOWARD g W. YOUNG, 5. L.S. 458ct3 �� L Sv N83010 1011 54.67 \ ' PROPOSED SANITARY SYSTEM 1 Arai go. 00 50.48 50.71 51.45 S\ +55.48 IMF O 51.93 `5 .p 03 E 3115 +50.41 1 SYSTEMSANTTA ` , AC�VA VTEW 69°p4, O/ 54.33 1 O SURVEY FOR /q /^ 3(3',',I -^+ SANITARY �/ ^ •t' 51.73 52.15 �F 1 SYSTEM I , LANO OP50.94 �V� � I (Dwelling) I 1 (Dwelling) I 1 at East Marion, Town of Southold CO (Dwelling) Suffolk County, New York L o N WELL , I BUILDING PERMIT SURVEY M O. I a' ®WELL SANITARY � WELL GOUrIty TaX Map District 1000 Section 21 Block 02 Lot Cl SYSTEM a O SANITARY I SANITARY FIELD SURVEY COMPLETED MAY 02, 201c1 SYSTEM SYSTE& MAP PREPARED MAY 05, 201ci NOTES O LEGEND O (Owe/�/h9� Record of Revisions I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. pano REV 1510N DATE ADDED BUILDING PERMIT DATA MAR Ia. 2020 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDH5 DB = DISTRIBUTION BOX ADJACENT INEI 15/SANT JULY 22 2020 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND DW = DRY W WELL®ELL SCDHS NOIA#I AUG. 3I1 2020 LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. EOP = EDGE OF PAVEMENT 1 Co = GLEAN OUT 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT RO =ROOF OVER 5UPERV1510N OF A FUJIGLEAN USA REPRESENTATIVE. = UTILITY POLE G GMS = CONCRETE MONUMENT SET G� 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE: GMF = CONCRETE MONUMENT FOUND MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO G 40 0 20 40r.,,�01�pe-� 80 IPF = IRON PIPE FOUND "' o THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVIC ��.ES (SCDHS) PRIOR = LIGHT POLE O SANITARY Scale: III = 4OL TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE 5GDH5 IN a = WELL SYSTEM ACCORDANCE WITH ARTICLE Ic1 OF THE SUFFOLK COUNTY SANITARY CODE. JOB NO. 201cl-0054 APR 2 t ail�i LP 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). DWG. 201c1_0054_bp I OF 2 OFFICE GF-Yvr,STEyd,-f Zr1 V'6w3 T. (i)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCAT'ON LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES CIF THE LENDING INSTIUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)'HE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. FIBERGLASS LOCKING 400 Ostrander Avenue, Riverhead, New York IIg01 COVER 3008-RC 8 RISER tel. 631.721.2303 fax. 631.727.0144 MFG BY POLYLOK SWEET AIR VENT GAP MFG BY TUF-TITS RIM=50.5 admIr@youngengineering.com (3' MIN FROM ANY DOOR OR WINDOW) 0" 24' 5' 12' 2 STORY 4" PVC ® 4" PVC @ 4" PVG FRAME HOUSE RISERS 8 GONERS PRECAST Howard W. Young, Surveyor 2.00% MIN. WITH SAFETY LIDS 1.00% MIN. 1.00% MIN. 9 y TOP SLAB Thomas G. Wolpert, Professional Engineer (4 BEDROOMS) z MFG BY TUF-TI TE OR OR DCME Douglas E. Adams, Professional Engineer FFEL=401.7 APi'ROVED EQUAL EL=51 5 RIM=4cl.0 Robert 0. Tost, Architect EL=4q m GONG. COVER .0 Robert 5troskl, Architect 1 I I t - -------AIR LINE---gyp IE=46.0 5" VENT — I HEALTH DEPARTMENT U5E - HOLE IE=45.3 IE=45.2 IE=45.1 I IE=45.0 CONNECT 3" PVC VENT LINE IE=45.5 2' DIA. POLYPROPYLENE TO VENT HOLE IN OWST DISTRIBUTION BOX SEE DETAIL FOR MF6.BY POLYLOK 3 OWT5 COMPONENTS MPL. 3017-G24 OR APPROVED EQUAL I N PROVIDE GLEAN OUT AT __- FACE OF BUILDING PROVIDE END GAP LEVELING DEVICE I T 3' I MDL#5L-4 MFG BY TUF-TITS OR AIR LINE TO BLOWER 600 GAL. I/A OWTS APPROVED EQUAL FOR ALL MDL. GEN-`i MFG. BY FUJIGLEAN USA DISTRIBUTION BOX OUTLET PPE5 I BOT=33.0 EXCAVATE TO DEPTH OF 62 t 4 I $, _ BACKFILL WITH GLEAN SAND It GRAVEL HYDRAULIC PROFILE T SANITARY LEACHING POOL M Z_ SCALE: NT5 I is 500 5F5WA +� HIGHEST EXPECTED GW EL=3.5 y -1/2' VENTILATION PIPE CHAMBER T — — — — — — — SCUM BAFFLE B Q1 Sedimentation Chamber --�'-lo Anaerobic Filtration Chamber -o4 I © Aerobic Contact Filtration Chamber ECIRCULATION ® Storage Chamber AIR LIFT PUMP © Disinfection Chamber O ISINFECTION Total Volume 749 CYLINDER (OPTIONAL) 4' INLET PIPE OUTLET PIPE SPECIFICATIONS 4 JA Anaerobic Media PP/PE Filling Rate 32% 4' EE 1 0 X I Board Type Aerobic Media PVC/PP/PE Filling Rate 16% © Aerobic Media PP/PE Filling Rate 57% Blower 2.8 cfm FFLUENT Tank FRP INLET BAFF © AIR LIFT PUMP © Piping PVC/PP/PE T Access Covers Plastic/Cast Iron ENGINEER'S CERTIFICATION Disinfectant(Optional) Chlorine Tablets 7�9HLg RECIRCULATION PIPE LDW BAFFLE _J 1/2' AIR INTAKE 31 o FLOW ❑PENING (TYP. (CLEANING OPENING) B • I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SEWAGE DISPOSAL SY5TEM(5) FOR THI5 PROJECT WERE DESIGNED BY ME PLAN VIEW METER OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND THOROUGH 4' MANHOLE INCOMING SERVICE STUDY OF THE SOIL, 51TE AND GROUNDWATER GO L 0 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION FACILITIES, AS PROPOSED, CONFORM TO THE -FOLK•COA CYLINDER (OPTIONAL) " 5-4 a LOW OPENING DEPARTMENT OF HEALTH SERVICES CONSTRU T k"$ AAN13ARf7 . a '° ' , M DEDICATED EFFECT AS OF THIS DATE. `�•4�'....'a�• 4.�,;' •< L, 15 AMP BREAKER ;':"5q ~?' 1'-2' OARD TYPE 0 N — CONTACT MEDIA t r = 120V AG, 10, 6OHZ, 15 AMP POWER SUPPLY - #12-2 AWG WITH GND IN I �'VG CONDUIT N MAIN SERVICE HOWARD W. YOUNG, N.Y.5. L.S. NO. 458g5n yr�r 6��,'�'.•`rt • ® PANEL ELEC. CONDUIT THOMAS C. WOLPERT, N.Y.5. P.E. NO. 61405 '�-" •�. ':i +` ''l DOU6LA5 E. ADAMS, N.Y.5. P.E. NO, 508g7 OWT5 WIRING PER MFG. "'•:x rR?*="'" 5'-5' T 5'-5' ECIRCULATION .,. - ASSEMBLY HARDWIRE 4'-4 4,_3�• © 4'_ HA �UR Y L I FOR © © 3 EROBIC MEDIA GROUND 5JE RHOMBUS MACIOOR FUJIGLEAN ✓V✓AN M I LANO CONTROL AIR BLOINER AERATOR ERATION ASSEMBLY PANEL, of East Marion, Town of Southold SECTION A-A VIEW SECTION B-B VIEW ELECTRICAL ONE-LINE DIA&RAM Suffolk County, New York CONTROL PANEL MOUNTED NOTE: ALL CONDUITS M BUILDING PERMIT 5UR\/EY N 4"x4" PRESSURE NEEN PANEL AND �ATMENT TANK MUST BE TREATED WOOD POSTS SEALED TO PREVENT GA5 a ALARM/CONTROL 21 Block 02 Lot Gi 0 PANEL MDL#104Ic172 MAC "R" AIR BLOWER LEAKAGE INTO PANEL. County TAX Map District �000 Section CONTROLLER "A"4 MDL#MACSOR o MFG BY 5JE RHOMBUS FOR WIFI COMMUNICATION BLOWER SPECIFICATIONS INSULATED WEATHER FIELD SURVEY COMPLETED MAY 02, 201q a O DEVICE; MODEL MAC 80R ESISTANT BLOWER MAP PREPARED MAY 03, 201 USE ALARM/CONTROL q rE:lNr-,LO5URE PANEL MDL#CONTROL AIR FLOW 2.8 CFM CONTROLLER 45 MFG BY Record of Revisions NORMAL PRESSURE 2.2 PSI REVISION DATE POWER 120V/1.0A/60Hz 5JE RHOMBUS OUTLET CONNECTION 3/4 INCH AQ01=7 51111 n1Nrs PERMIT DATA MAR-in 2020 Z I WEIGHT 11 LBS An IAr.FNT WFI I S/SANT JL1LY 22, 2020 g POWER CONSUMPTION 55 W SCOH5 NOIA#1 ALln 31. 202O Cl) AIR LING TO POWER CABLE 6 FEET FUJIGLEAN OWT5 F /� Installation/Operation&Maintenance Notes: �` u� � �� �y FIN. GRADE - Install blower on concrete base. Ensure adequate ventilation ELECTRIC SUPPLY and protect against sunlight. CEN-5 TO BLOWER - Maintenance requires a trained technician. Structural al Drawing O 20 40 60 &0 ELECTRICAL - For maximum efficiency,inspectand clean internal air filter SUPPLY TO FUJIGLEAN once every 3 months DATE: 1 07/01/201a ;,cnLE: )i2°=r SGAIe: ° = 40' OWT5 SPLICE BOX - Replace diaphragm/valve assembly once every 12 months CONTROL PANEL BLOWER (Note: A damaged diaphragm will trigger the Automatic-Stop JOB NO. 201q-0054 function). DWG. 201q_0054-bp 2 OF 2 50ALE: NT5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A\ABLATION OF SECTION 72D9 OF THE NE.YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIE3 OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LINDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 �^ , tel. 651.72'7.2505 fax. 651.727.0144 — - S71o04 admin@youngengineering.com Howard K Young, Land 5urveyor \SsA0 �O Thomas G. Wolpert, Professional Engineer Jn SO Douglas E. Adams, Professional Engineer \?�l* (/ Robert C. Tast, Architect �O Robert 5tromski, Architect TIE LINE ALONG APPROXIMATE HIGH a N '� T WATER MARK AS LOCATED ON 05/02/19 o OF°Fe s 51TE DATA ` 1"'. AREA = 1.1554 ACRE5 OR 51,765 5Q. FT. ,dud �hrr 10 T A ,, •� OKI mn r` COASTAL EROSION HAZARD LINE AS SCALED So \ �\ FRAME ` FROM COASTAL EROSION BUILDING HAe'_ARD AREA MAP \ .\ \\ wooD S I �� \ DECK WOOD DECK r 01 1 N f WOO I I \ DECKr i ~ \'� \�----- D LINE OF r O \, O `FOUNDATION O ' I I WE(L PIT N. 16.0' MF L, CMF —'—I 4.E I ti O 2 6'W 2 STORY FRAME I :. HOUSE Q GARAGE n 1 d I � 1 1 (UNDER CONSTRUCTION) '61in I ` < L C 14.2' w ' r SURVEYORS OERTIFICA�TION 1 O 1 I ---__ - - _ 7 d' N ^ M ^a 3 I 2 O _ 10 1 ►y- 7.6' 28.2' `�- r * WE HEREBY CERTIFY TO 5 U 5AN M 1 LAN O THAT TH15 SURVEY � 1 I I co o o ' r WA5 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE o rS 1 1 6.2' 37.4' l74' r FOR LAND 5URV1=Y5 ADOPTED E3Y THE NE:N YORK 5TAr7- t A550CIATION OF PROFE5510NAL LAND SURVEYORS. W 4.9'D 0.9' ro I5.9' 5.9 I N OIn I Ln N N 2 L STORY 10 v I O 6.0' 6.1 1 I Z 41 ON 0 4���� M CMrF� h I r v N77°19 50 E o 35'E \l 1 HOWARD W. YOUNG, N. .5. L.S. NO. 458�t3 S83010'10"F N8301 10FF 90 CMF r r 5UR Y E 1 FOR .Ol'S ' 1 1� 1 '��� N69° �C� 0.03'E QUA r v V i 1 Nv Fop IPF 1 SUSAN MILANO ANO I ; at East Marion, Town of Southold Suffolk County, New York cr " I FOUNDATION LOCATION 5UR\/EY I I I County Tax Map District 1 COO Section 21 Block 02 Lot I Q I 1 a I FIELD 5URVEY COMPLETED MAR. 15, 2022 I MAP PREPARED MAR. 21, 2022 LEGEND Record of Revisions REVI510N DATE OFFSET MAY 20, 2022 D5 = D15TRIEUTION BOX DW = DRY WELL EOP = EDGE OF PAVEMENT GO = GLEAN OUT G IVl 1C� ''J) N RO =ROOF OVER V� p L� = UTILITY POLE �� b?i g 2 ; I j GMS = CONCRETE MONUMENT SET Q CMF = CONCRETE MONUMENT FOUND `�j EUILDINi '),: 9. 40W' -s O 20 40 60 80 PF = IRON PIPE FOUND �j�/ IuuV :O;c rTHC)I_JL� = LIGHT POLE ti c� II = _ G Scal e: I 40' ii ® - WELL JOB NO. 201 R-0054 DWG. 2019-0054—foundation—loc I OF I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPE3FIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COP-CS OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT SE CONSIDERED TO BE.A VALID TRUE COPY, 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HI',BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT ONNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)do CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT U5E 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 651.727.2505 fax. 651,727.0144 �w GAILY odmin®youngenginearing.com �� — - _ S'308'S3„F 4 �4�t �� Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer \S`SSto O Douglas E. Adams, Professional Engineer \ S2. SO( Daniel A. Weaver, Land Surveyor V ! 51 TE DATA TIE LINE ALONG APPROXIMATE HIGH n ko&aTm WATER MARK AS LOCATED ON 05/02/19 -�^ro AREA = 1.1884 AGRE5 OR 51,165 50. FT. %0 BOO �\ COASTAL EROSION w 1`� E HAZARD LINE AS SCALED }) FROM COASTAL EROSION FRAME n /�� V�✓ in= ` BUILDING O� HAZARD AREA MAP I 1 WOOD o DECK q1 a3� e \I I CLF \•\ CLF 1r) � O\ 0,6'W WOOD DECK I I •\ N I \ 'a•� O< nd STORY CANTILEVER chi \\ 3 3 WOOD 1st STORY CANTILEVER 1 I L ♦•� -� DECK - LINE OF I 1 I I W 0 FOUNDATION 1 � N o \ I I I s Y CMF 2.6' 24.1' 1.6' ;3 `•— — — 4.2' W J O CMF ' O 2.6'W FRAME Z 'j ARBOR Z . 1 ► II o Q;. '* `°• . r 5URVEYOR'S CERTIFICATION O- 14.4' ';S I in ��.\ h Ov Z o MP L .a ;r MP I N °d I O ! 1 gomgaANrin(� +- H 7.6' M 28.I' p Vtrj Q I Hk 2 STORY FRAME / WC- HEREBY CERTIFY TO S U SAN M I LAN O THAT TH15 SURVEY 198' I '� 16 HOUSE I " RRILROAD TSE 1- WAS PREPARED IN AGGORDANG F E WITH THE CODE O PRACTi(,E I 1 � /I .0 I 7.0 SE6GARAGE-6.2 37.5' M AI AROUND AC UNITS ! r FOR LAND 5URVE)'5 ADOPTED Ell' THE NEW YORK STATE CLF HOT TUB O co oD I OL MP a b d 3 _ WOOD WINDOW 1 A550CIATION OF PROFESSIONAL LAND SURVEYORS. O I — a -- 4.9' 0.9' C 15.9' S. MLF WELLLn I 00 1 I d METAL BQC SLA PATIO OL ml 1 L(') FENCE v ' (�F o I 1 d\ DI N MLF LINE OF 1 �y�' N OWTS MLF 2nd STORY _.: a 0 ... p 14.4' o AC CONTROL PANEL $ 1 I Z WOOD PRIVACY v c UNIT B d VENT ^ 1 WALL/FENCE P B N V 1 I AROUND POOL i EQUIPMENT e I 0 1 400-0D TTC CMF CO a cop Ln; G s 77°l9S� 0.35'N LU PROPANE' N 270,00' 0.35E O TANK tLP ! I HOWARD W. YOUNG, 5. L.S. O. 458Q3 (y IE P ' DANIEL A. WEAVER, N.Y.S. L.S. NO. 50-771 � 583 10'10 F r r ----- N$3°IO'10D g0. P �METIC Ek W � ' ! � �9° CMF 50° ' o o3�E ' SURVEY FOR Q V A VIc W o IPF SV 5AN I ' I LANO I � I I ; i at East Marion, Town of Southold Suffolk County, New York LEGEND 1 N FINAL SURVEY r goanq aawtia(c BBC =BELGIAN BLOCK CURB CLF =CHAIN LINK FENCE I County Tax Map District IOOO Section 21 Block 02 Lot Q o CMF -CONCRETE MONUMENT FOUND a CM5 =CONCRETE MONUMENT SET FIELD SURVEY COMPLETED NOV. II, 2022 CO =CLEAN OUT MAP PREPARED JAN. 27, 2025 DB = DISTRIBUTION BOX DI =DRAINAGE INLET Record & Revisions EOP =EDGE OF PAVEMENT REVISION DATE IPF =IRON PIPE FOUND OL =ON PROPERTY LINE MLF =METAL FENCE MP =MASONRY PATIO SANITARY MEASUREMENTS _ N PO =ROOF OVER I _`w {r I WL =WOOD LANDING A B WSF =WOOD STAKE FOUND OWTS 31.5' 19.5' �O� ; APR 0 4 2023 } WSS =WOOD STAKE SET F W Ciao =UTILITY POLE bB 41 16.5' 40 O 20 40 50 120 0 LP 83.5' 41'= WELL ���' i`iairLli�prle-E,i111'li I w =WATER SERVICE _i1 -01 Scale: I" = 40' • =END OF DIRECTION/DISTANCE JOB NO. 20lat-0054 DWG. 2019_0054_fs I OF I (1)INDICATED PEON SHALL RN IN R ADDITION TNT PERSON FFOR IS A VIOLEATION OYEIS SECTION 72�9 PREPARED AN THE ON HISNEW YORK TO STATE EDUCE IOCOMPANY.(2)DRTANCESISHOWN N HEREON AND DM PROPERTY INST)T T LINES USED HERE NG STRUCTURES THE ARE FOR OF CI LEN PURING POSE µNT ARE NOY TO BE USED D TO NOT BUSH PROPERTY TO MES ftRF ERECTION OF FSUBSEQUENTCOPYES OF THIS UR LOCATION OFWELLS THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALE NOT BE CONSIDERED TO OE A VALID TRUE COPY.(4)OERTFICATION (W),SEPTIC TANKS(ST)•CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York 11,101 tel. 631.727.2303 fax. 631.727.0144 Cadmen®youngengtneering.com SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s� 004 � • APPROVAL OF CONSTRUCTED WORKS FOR53"F ��' '82 �s A S I N G LE FAMILY RESIDENCE �0 9 Howard W. Young, Land Surveuor Thomas 0. Wolpert, Professional Engineer �Ss�to � 416 Douglas E. Adams, Professional Engineer Date 2/13124 H.S. Ref No. R-20-1181 � AS2 SO Donlel A. Weaver, Land 5urveuor The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found SITE DATA to be satisfactory FORA MAXIMUM OF___ 4 BEDROOMS. ` 2 TIE LINE ALONG APPROXIMATE HIGH AOIRAb. fifN N ``� r WATER MARK AS LOCATED ON 05/02/19 AREA = 1.1554 ACRES OR 51,765 50. FT. CRAIG KNEPPER, P.E., CHIEF .�`'�'� 9F�, Office of Wastewater Management � rpc'S,, o COASTAL EROSION_/ y, �4�6 `•� . HAZARD LINE AS SCALED O 'O,o W ¢ E FRAME FROM COASTAL EROSION �'\ �• BUILDING o°1 1 HAZARD AREA MAP �.\ '\ wooD `\ 0 1 � � . DECK ' 1 CLF \ CLF ,� Q I 0.6'W \.\ WOOD DECK I 1 �2nd STORY CANTILEVER I I d \ � WOOD - st STORY CANTILEVER r \ !DECK LINE OF O ' , W FOUNDATION 1 , F N o 1 I O tn tt _ 17.2' N o Z \' , �• `I6.0 �` >.11' .Y CM F 2.6' 24.1' 1.6' 3 v;.._.— 4.2 \ v C CMF ' I 3 2.6'W FkAmE Z ARBOR 3 !'v Z< ' I01 L 1 ` � I , SURI�EYOR S CERTIFICATION MP 14,4 u 3 N I .\, t- h �. 1 pa"AIANwW* Q o WL v L MID 1 M 3 ! O I + 7.6' 28.1' o o ► ' '� WE HEREBY CERTIFY TO 5 U SAN MILANO THAT THIS SURVEY 1 m q 2 STORY FRAME T to •F ' WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE HOUSE66ARA6E' 1 RAILROADTIE ~ 1 1 , 19.8' 7.0' 6.2• .0 A 11 AROUND AC UNITS , FOR LAND SURVEYS ADOPTED BY THE NEW PORK STATE 37.5' ri CLF HOT TUB MP a � .moo 3 r 5.z_ LIJ WOOD WINDOW I ASSOCIATION OF PROFESSIONAL LAND 5URVEYORS. w I 1 OL 15.C 4.9' 0.9' 9 A MLF WELL o O 1 I METAL FENCE DI BBC v PATIO OL ml • 1 , 01 O N MLF LINE OF 1 G,••.,,,_'..r.."'^' '/.. o N' ` 1 OWTS MLF 2nd STORY .1 v O6 14.4' c, AC CONTROL PANEL Z UNIT B 4,VENT v 1 i ; 0 ( WOOD PRIVACY °f CL t m1 I 1 I WALL/FENCE i B O1 AROUND POOL m � I I EQUIPMETJT � ( � ' i rn v /. - •} 0"E 0.35il 'N Z PROPANE r, (o 1`/J{ 4! <,> C 19 270.00' 0.35'E p TAW LP r HOWARD W. YOUN6, . .5. L.S. . 45893 �A!L7 ,11R`I ( 583°IO'10"E Inr ' DANIEL A. WEAVER, N.Y.S. L.S. NO. 50?71 N830101IOily� �-,- 4ELECTRIC 90. METER r r A "� 6 50 0M01's Ir 5URVEY roR 00, VAVIEW 9004,3 0.03'E �Fti aFFw IPF fOp 5U5AN M I LANO 1 v,fi � 1 E 1 i at East Marion, Town of Southold f 1 1 5uffolk County, New York I LEGEND I 1 1=I NAL SURVEY $ I ` BBC =BELGIAN BLOCK CURB , I County Tax MOP District 1000 section 21 Block 02 Lot ei CLF =CHAIN LINK FENCE I CMF =CONCRETE MONUMENT FOUND CM5 =CONCRETE MONUMENT SET FIELD SURVEY COMPLETED NOV. 11, 2022 CO =CLEAN OUT I MAP PREPARED JAN. 27, 2025 DB =DISTRIBUTION BOX Record of Revlsions DI = DRAINAGE INLET REVISION DATE EOP =EDGE OF PAVEMENT I IPF =IRON PIPE FOUND SANITARY MEASUREMENTS NELLL LATERAL FEB. 06, 2024 OL =ON PROPERTY LINE MLF =METAL FENCE A B MP =MASONRY PATIO PO =ROOF OVER OWTS1 31.5' 19.5' g WL = WOOD LANDING r OWT52 33' 19' `C� Q`C' WSF =WOOD STAKE FOUND OWT53 35' 18, o WSS =WOOD STAKE SET m ® =UTILITY POLE DB .5'41' 16.5' �� 40 O 20 40 - 80 120 = WELL LP 83 41' � ' w =WATER SERVICE Cj� SGAIe: I 40 =END OF DIRECTION/DISTANCE JOB NO. 2011-0054 DWG. 2019_0054_fs I OF I i Generated by REScheck-Web Software Compliance Certificate Project THE MILANO RESIDENCE Energy Code: 2018 IECC ..; Location: Southold, New York Construction Type: Single-family Project Type: New Construction - 1; Conditioned Floor Area: 1,940 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) - Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 745 AQUAVIEW AVE SUSAN MILANO Frank Uellendahl EAST MARION, NY 11937 OWNER ARCHITECT frank.uellendahl@gmail.com Compliance: trade-off Compliance: 4.4%Better Than Code Maximum UA: 820 Your UA: 784 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 521 30.0 0.0 0.035 18 Ceiling 1: Cathedral Ceiling (no attic) 2,187 38.0 0.0 0.027 59 Wall:Wood Frame, 16" o.c. 5,478 21.0 0.0 0.057 253 Door 2: Solid Door(under 50%glazing) 40 0.270 11 Door: Glass Door(over 50%glazing) 197 0.320 63 SHGC: 0.23 Door 1: Glass Door(over 50%glazing) 63 0.300 19 SHGC: 0.26 Door 3: Glass Door(over 50%glazing) 34 0.270 9 SHGC: 0.24 Window:Wood Frame 240 0.290 70 SHGC: 0.31 Window 1: Wood Frame 356 0.310 110 SHGC: 0.27 Window 2:Wood Frame 75 0.270 20 SHGC: 0.33 Window 3: Wood Frame 37 0.290 11 SHGC: 0.29 Floor:All-Wood joistfTruss 1,922 19.0 0.0 0.047 90 Floor 1: Slab-On-Grade(Heated) 91 20.0 0.557 51 Insulation depth: 13 Project Title: THE MILANO RESIDENCE Report date: 09/30/20 Data filename: Page 1 of10 Compliance Statement. The proposed building design described i onsiste with the building plans, specifications, and other calculations submitted with the permit application.The proposed ui di n designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda o i e is listed in the REScheck Inspection Checklist. (Aaleuo-okl Name-Title Sign Date )36 cc 0 � ./ t�F N Project Title: THE MILANO RESIDENCE Report date: 09/30/20 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web NJ/ Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. o sti -"P a' Verifie' F�eld'U Lifi cJ #. :Pre'-1ns :njPlen.>Revie _ • - k ":to 1 s. Com ''e t' A s- <:. Pec#.o,J..:. .. :..- w,- mP..e m n,sL s u. .P:..ons;' Req:ID Value Value 1. 103.1, ;Construction drawings and i k :❑Complies ' 103.2 ;documentation demonstrate ` i ❑Does Not [PR1]1 ;energy code compliance for the r 3 �3 ;,building envelope.Thermal Y .❑Not Observable J ;envelope represented on ❑Not Applicable I construction documents. Cmli.1 tructi drawings n = - '❑ o es 103 Cons on d a n s and g P I 103.2, ;documentation demonstrate r s ❑Does Not 403.7 1ener code compliance for 9Y P 4 _ -' Not 1 i system s.. o Observable PR3 ;lighting and mechanical s s e S. - Y ;� ❑Not Applicabl e Systems serving multiple - - - _ - dwelling units must demonstrate ;compliance with the IECC s k Commercial Provisions. } .-...:_�.�.... .s_:`. -...... ,:• r:�..:._t.��.:_._:.t.�=,._�' , 302 1 ;; Heating and cooling equipment is! Heating: ; Heating: DComplies 403.j sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not 1 [PR2]2.; on loads calculated per ACCA Cooling: Cooling: i Manual or other methods ;❑Not Observable , ] Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2=Y, Medium Impact(Tier 2) a3 Low Impact(Tier 3) Project Title: THE MILANO RESIDENCE Report date: 09/30/20 Data filename: Page 3 of10 Section ' - Plpns' PF1 e enF6_ d � Comments/Assumptions &A6 -ID, ValueValue - 402.1.2 !Slab edge insulation R-value. R- R- !LJComplies ;See/the Envelope Assemblies [Foil, Unheated Unheated ;E]Does Not table for values. 4 ❑ Heated E] Heated ;E]Not Observable 'ElNot Applicable 402.1.2 ;Slab edge insulation ft ft ;Elcomplles :See the Envelope Assemblies ! (F0311 depth/length. :E]Does Not table for values. CID I :E]Not Observable TINot Applicable ElComplies 3012J'-'--'-A protective covering is installed JFOI-Ijz�--&I to protect exposed exterior 'IDDoes Not § minimum insulation and extends a of 6 in. below grade L]Not Observable ElNot Applicable '463A(-,_-X--'��01 Snow-and ice-melting system pi ies [F012jz controls ElDoes Not installed. E]Not Observable "A ElNot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium Impact(Tier 2)_ 1Low impact(Tier 3) Project Title: THE MILANO RESIDENCE Report date: 09/30/20 Data filename: Page 4 of 10 402.1.1, Door U-factor. U- ;E]Complies !See the Envelope Assemblies 402.3.4 UDoes Not table for values. !E]Not Applicable 402.1.1, 1 Glazing U-factor(area-weighted U- f U- �E]Complles :See the Envelope Assemblies 402.3.1, average), :E]Does Not table for values. 303.1.3 U-factors of fenestration products [FR4J1 :are determined in accordance LJDoes Not with the NFRC test procedure or OR, .17Not Observable taken from the default ta EINot Applicable 402.4.1.1 :,Air barrier and thermal barrier ODoes Not [FR23 'installed per manufacturer's E]Not Observable EINot Applicable 402.4.3 '1 Fenestration that is not site built -ElComplies 'ElDoes Not [FR20]1 is listed and labeled as meeting E3Not Observable or has infiltration rates per NFRC 7-.0Not Applicable ;400 that do not exceed code 2.4' IC-rated recessed lighting fixture JFR,161�4z�vl�.,,sealed at housing/interior finish Not and labeled to indicate:s2.0 cfm leakage at 75 Pa. [:]Not Observable EINot Applicable 403.3.1 ;,Supply and return ducts in attics ...... [FR12]1 insulated >= R-8 where duct is LJ Does Not >= 3 inches in diameter and >= 46-1 R-6 where < 3 inches. Supply and Observable return ducts in other portions of EINot Applicable ;the building insulated >= R-6 for 403.3.2 Ducts,air handlers and filter ElComplies [FR13]1 :boxes are sealed with _6 Joints/searns compliant with International Mechanical Code LJIMUL Observable "EINot Applicable International Residential Code, as Building cavities are not used as plies ducts plenums. Does Not 3Not Observable "EINot Applicable below 55 QF are insulated to 2:11- 3. EINot Applicable [FR2411 �piping. Does Not Observable TINot Applicable Hot water pipes are insulated to R-_ R-_ :DComplies 'E]DoeS Not i[]Not Observable EINot Applicable I High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Ti!L�� Project Title: THE MILANO RESIDENCE Report date: 09/30/20 Datafi|enanne: Page 5oflU V # Framr�rg!Rough In)Inspection S Value Value �. ........... Automatic or gravity dampers are 0 C o m p I i e s 13Does Not fFR,14J,2 -1,.`,!q installed on all outdoor air intakes and exhausts. E]Not Observable E]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 2 medium Impact(Tier 2) >3 Low Impact(Tier 3) Project Title: THE MILANO RESIDENCE Report date: 09/30/20 Data filename: Page 6 of 10 ' J 'd `ih3tidh-Jns0det ow C 1lbs 0 men s/AS sUMPtlonsa UValue ` J 303.1 Dcom '1AII installed insulation is labeled s plies ON13]2 the installed R-values E]Does Not ,provided. E]Not Observable E]Not Applicable 402.1.1, Floor insulation R-value. R- R- EComplies See the Envelope Assemblies 402.2.6 I j E] Wood R Wood E]Does Not table for values. [IN1]1 ❑ Steel ❑ Steel :[--]Not Observable ;E:]Not Applicable 303.2, ,Floor insulation installed per ! _��i*�.-,,E]Complles _9 402.2.7 manufacturer's instructions and []Does Not [IN2]1 in substantial contact with the g " , -JE]Not Observable CO,l underside of the subfloor,or J� :framing cavity insulation is in floor V '� ❑`��,'El _��4 Not Applicable contact with the top side of ;sheathing,or continuous ;insulation is installed on the R, :underside of floor framing and -4, ;extends from the bottom to the V g ;top of all perimeter floor framin members. 402.1.1, I Wall insulation R-value. If this is a R- R- ;,E]Complies ;See the Envelope Assemblies 402.2.5, i mass wall with at least 1/2 of the E] Wood F-I Wood ;[]Does Not table for values. 402.2.6 wall insulation on the wall E] mass EJ Mass [IN3]1 exterior,the exterior insulation DNot Observable 'E] Steel El Steel UNot Applicable (A requirement applies(FR10). 303.2 !Wall insulation is installed per t"El li es es �-N [IN4]1 ;manufacturer's instructions, E]Does Not E]Not Observable E]Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) ,]Medium Impact(Tier 2) 77_----: Low Impact(Tier 3) Project Title: THE MILANO RESIDENCE Report date: 09/30/20 Data filename: Page 7 of 10 . . . Project Title: THE MILANO RESIDENCE . Report date: Ug/]O/JO . . . All mechanical ventilation syste 'fans not part of tested and listed Do El es Not HVAC equipment meet efficacy E]Not Observable and air flow limits per Table Hot water boilers supplying heat Complies or two-pip systems have outdoor setback Ob servable control to lower boiler water ONot Applicable ftemperature based on outdoor Heated water circulation systems Complies system return pipe is a dedicated [_-]Not Observable return pipe or a cold water supply Applicable pipe. Gravity and thermos- Isyphon circulation systems are not present. Controls for )circulating hot water system pumps start the pump with signal for hot water demand within the KV occupancy. Controls automatically turn off the pump ?,when water is in circulation loop 511 is at set-point temperature and no demand for hot water exists. Electric heat tr [komplies -4 -A ace systems flF12,91--i-,�ie"A comply with IEEE 515.1 or UL Does Not 515. Controls automatically LJNot Observable adjust the energy input to th "EINot Applicable heat tracing to maintain the plies El Demand rec rculation water Co 'i-,` systems have controls that ZT]Does Not J manage operation of the pump 2- Not Observable and limit the temperature of the dE]Not Applicable water entering the cold water piping to <= 1049F. Drain water heat recovery units tested in accordance with CSA K]Does Not [I Not Observable 'I pressure loss of drain water heat recovery units < 3 psi for units connected to one or two shower . Potable water- side pressure loss of drain wa 5,.i,,zL q-= qi heat recovery units < 2 psi for individual units con nected to three or more showers. 404.1 90%or more of permanent Elcomplies [F161:L ;fixtures have high efficacy —1.1— E]Does Not E]Not Observable E]Not Applicable Fuel gas lighting systems have Z,, ,no continuous pilot light. E]Does Not E]Not Observable E]Not Applicable ElComplies compliance certificate posted. [JNot Observable []Not Applicable ]Low impact(Tier 3) 1 High Impact(Tier 1) Project Title: THE MILANO RESIDENCE Report date: 09/30/30 Datafi|enanme: Page 0oflU Figs) inspection Provisions Complies t V 46 ',,,Zv manufacturer manuals for omplies mechanical and water heating Does Not � systems have been provided. Not Observable 32 -E vm, Applicable q-3 P Additional Comments/Assumptions: I High Impact(Tier 1) Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: THE MILANO RESIDENCE Report date: 09/30/20 Data filename: Page 10 of'10 �( 2018 IECC Energy j Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass& Door Rating • Window 0.31 0.27 Door 0.32 0.23 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments I Q PROPOSED TOP OF BLUFF I m Z ADDITIONS 25' BUFFER j I ® I� (� I� II IV/ Is.s j MAY U 5 2023 ---- 0 1.6 �---�- dulw o 1Nr,VEPT. U 1 T STORY CAN I EVER ! ; j c ®WNOFSpwhpCD = ❑ 2ND STORY CAN ILEVER PATIO I �, LI E OF FOUNDATION 395 sf j RESIDENCE ' 11 ❑ ❑ d ❑ W Eo j EAST MARION / w 745 AQUAVIEW AVENUE 4' . t 1 o o O�+--{o U z ARCHITECT FE o CEHL AS PER Y&Y SURVEY i o Z FRANK UELLENDAHL LP i �o g 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 1�• WELLTEL: 631-477 8624 25" CEHL BUFFER OWNER AS PER WETLAND PERMIT i susAN MILANO /. 140 HARVARD AVENUE Z ROCKVILLE CENTRE, NY 11570 TEL: 516-343-8135 52.6' � 3 POLE (^ Y \U 0 o 0 W/' g W a m E HOT TUB o Z Bldg ept CcWy From�8A Q c o Final Tviaw�d is o a ZEA rile It W o / Date: / / n Z J PLANTER PLANTER Cl- .......... . ...... o Z CD / o � w 0 PAVED DECK �. ' Qo � oQ /. O Lb / 3 Z N Cm J o w z � � z �.UEQ '�i�, a � t! tzi " � � ,•' ������ o9ye�`�� �00 o � erm3m 2000 +� POOL / 000000N M M N N N N N N N N N /• /' tow, lC) 00 I t0 N N • O O O O O O O O 42i DATE: 05/05/2023 FN PROPOSED SITE PLAN z W SCALE: 1/16° = 1'-0° SCTM# = 1000-21-02-09 o FOUNDATION POOL MECHANICALS TOWN OF SOUTHOLD Y LOCATION PLAN ENCLOSURE SUFFOLK COUNTY, NEW YORK / DWG. NAME SITE PLAN 2 g A-2 ©� DWG. No AP R, YED.AS NOTED DATE: U B.P.,# �2 F�� I�BING A FEE: - I�BY: &PLUMBING WASTE 'r11ATER.LINES NEED NOTIFY.'BUILDING DEPARTMENT ` �QJ�E. AT _ .COVERING 765=1802'::8AM .TO. 4 PM FOR THE FOLLOWING;;tNSPECTIONS: 1•. FOUNDATION.: TWO REQUIRED FOR POURED. CONCRETE; . 2: ROUGH;:'=.FRAMING & PLUMBING _ ELECTRICAL s _INSULATION INSPECTION REQUIRED 4. FINAL - CONSTRUCTION MUST BE-COMPLETE FOR C.O. ALL. CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO.NOT PROCEED WITH: SOUTHOLD TOWN ZBA FRAMING UNTIL SURVEW TOWN PLANNING BOAFr F`EOUNDATION:LOCATION -HAS BEEN APPROVED. SOUTHOLD TOWN TRUSTEES N.Y.S.DEC Must provide Manuals OCCUPANCY OR D,J and S as per N USE is UNLAWFUL YS Energy Code WITHOUT CERTIFICA^ )F OCCUPANCY Blower door and ductwork testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Of THE TOWN CODE, Fire separation required as per NYS Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFOP; CERTIFICATE OF OCCUPANT. All exterior lighting SOLDER USED 1N WATER installed,replaced or " repaired shall conform SUPPLY SYSTEM CANNC to Chapter 172 EXCEED 2110 OF 1% LEA: of the Town Code GENERAL NOTES DESIGN CRITERIA: O PROPOSED 1, ALL WORK,MATERLAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. row m ADDITIONS ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING LIVING AREAS AND DECKS - 40 PSF. Z CODE (IBC) AND THE 2018 INTERNATIONAL ENERGY SLEEPING AREA - 30 PSF. o CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED - 130 MPH W W W y 2. PROPOSED CONSTRUCTION SHALL BE IN COMPLIANCE SEISMIC DESIGN CATEGORY - B W WITH THE AMENDED NYS UNIFORM ARE PREVENTION AND WEATHERING - SEVERE W W BUILDING CODE EFFECTIVE MAY 12, 2020 FROST LINE DEPTH - 36"TERMITE - MODERATE TO HEAVY EXISTING ONE-STORY STRUCTURE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- DECAY - SLIGHT TO BE REMOVED AS PER TRUSTEES W W LARCH STRUCTURAL GRADE #2 OR BETTER. ICE SHIELD UNDERLAYMENT REQUIRED - YES W W 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL WETLAND PERMIT DATED 08.14.2019: y N STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST NO GROUND DISTURBANCE PERMITTED WITHIN y RESIDENCE PRODUCTS WOOD FRAME CONSTRUCTION MANUAL COASTAL EROSION HAZARD AREA PARTITIONS EXCEPT AS NOTED ON DRAWING. W' W 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD B B y W W EAST MARION FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE WINDOW SCHEDULE - 745 AQUAVIEW AVENUE VERIFIED BY C I T W CONTRACTOR(S)S PRIOR 0 START OF REF-11 8C F MATERIALS. THIS WONSTRUCTION AND ORDERING 0 PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 & 'A' SERIES. Z ARCHITECT FOUNDATION HAS BEEN DESIGNED FOR A SOIL GLASS TO BE HIGH PERFORMANCE LOW—E GLASS BEARING CAPACITY OF TWO 2 TSF AND GRADES o FRANK UELLENDAHL ( ) SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS 123 CENTRAL AVENUE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT HARDWARE — METRO COLLECTION: ANVERS, SATIN NICKEL FINISH o P.O.BOX 316 THESE CONDITIONS ARE MET. ALL FILL BENEATH � CONCRETE SLABS TO BE COMPACTED TO 95% INTERIOR FINISH: PRE-FINISHED WHITE o GREENPORT, NY 11944 RELATIVE DENSITY. EXTERIOR COLOR: BLACK TEL: 631-477 8624 GRILLES AS PER ELEVATIONS: FULL DIVIDED LIGHTS 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE " W OWNER SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER NOTE: tempered glass for units below 18 off Fin.Fl & at staircase EXISTING WEST ELEVATIONSUSAN BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MILANO Mark Size Description Quantity 140 HARVARD AVEU MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 8. PROVIDE FIRESTOPPING AT ALL LEVEL A G-APW5680-G MULLED UNIT (see elevation) A-Series 2 J ROCKMETEL C570 516E343-8 NY 1135 PENETRATIONS B WDH26410 DOUBLE—HUNG — BR 2, BR 3, Hall 11 " 9. PROVIDE FLASHING AT ALL ROOF BREAKS, C WDH34410 DOUBLE—HUNG — BR 3, egress 2 W CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS D WDH18410 DOUBLE—HUNG — BR 2, BATH 2 2 W y Y AND DECKS ETC.. E1 25"x87" SPECIALTY WINDOW, fixed, tempered 1 10. DO NOT SCALE DRAWINGS. E2 25 x50 SPECIALTY WINDOW, fixed, tempered 1 11. DESIGN CONSULTANTS OR RECORD ARCHITECT— F WDH2652 DOUBLE—HUNG — DEN, BR 1 4 ��5� EL F C G FWG60611 R GLIDING PATIO DOOR — DEN, Foyer 2 p ENGINEER ARE NOT RESPONSIBLE FOR THE H CX135 CASEMENT - KITCHEN 2 INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE J FW027611ALAR HINGED PATIO DOOR - KIT., PD.RM. 2 � " `{ AND LOCAL ZONING AND BUILDING CODE COMPLIANCE K FWG80080-4 GLIDING PATIO DOOR - LR 1 SHALL BE THE RESPONSIBILITY OF THE L WDH24410 DOUBLE-HUNG - LR 4 ® ® CONTRACTOR. M FWG10080-4 GLIDING PATIO DOOR - BR 1 1 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO N CR155 CASEMENT - BATH 1 2 U i Z FACILITATE CONSTRUCTION AND SHALL NOT BE 0 72"x84" WOOD ENTRY DOOR w/ SIDELIGHT 1 - m CONSTRUED AS A CONTRACT BETWEEN BUILDER AND P WDH2442 DOUBLE—HUNG — BR 4, GARAGE 5 EXISTING DECK Q WDH2642 DOUBLE—HUNG — BR 4 3 TO REMAIN AS ISCl- OWNER. R A313 CASEMENT — GARAGE 4 - 13. THIS STRUCTURE HAS BEEN DESIGNED IN S CW13 CASEMENT — LAUNDRY RM 1 3 W ACCORDANCE WITH THE NEW YORK STATE ENERGY T 8'x8' GARAGE DOOR 2 s CONSERVATION CODE. U AW31 AWNING — Access to crawl space 1 E Z 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL V 66"x48" FLEXIFRAME, PEAKED PENTAGON 3 0 CHANGES PRIOR TO AND DURING CONSTRUCTION. 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE o 0 DESIGNED AND SPECIFIED BY OTHERS. DRAWING SCHEDULE PROPOSED WEST ELEVATION W 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND Z INSURANCE NECESSARY TO PROTECT THE ENGINEER - a E A-1 TITLE SHEEP - DESIGN CRITERIA GENERAL NOTES o AND OWNER. A-2 SITE PLAN PROPOSED ADDITIONS AND ALTERATIONS OF AN EXISTING 3 BEDROOM DWELLING 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-3 EXISTING FLOOR PLANS AUGUST 14, 2019: SOUTHOLD TRUSTEES ISSUE WETLAND PERMIT DATE: 07/16/2021 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-4 FOUNDATION PLAN z SCALE: N.T.S A-5 PROPOSED 1ST FLOOR PLAN NOVEMBER 26, 2019: ZBA APPLICATION #7293 GRANTS VARIANCES AS APPLIED FOR TITLE SHEET WINDBORNE A-6 PROPOSED 2ND FLOOR PLAN JULY 14 2021: SCDHS OFFICE OF WASTEWATER MANAGEMENT ISSUES PERMIT DEBRIS PROTECTION SCHEDULE A-78 CROSS SECTION CROSS SECTIONSABAB AND C—C FOR THE NEW IAOWTS SEWAGE DISPOSAL SYSTEM FLOOR PLANS GENERAL NOTES PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS A-9 CROSS SECTION D—D o THE MIN Z D INCH ARE TO BE PROVIDED TO COVER A-11 EAST AND WEST ELEVATIONS Biop n I N G PFRMIT APPI MATInN DWG. NAME THE GLAZED OPENINGS OF THE PROJECT: A-11 NORTH AND SOUTH ELEVATIONS o S A_1 FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH A-12 CONNECTORS, CRITICAL PATH C: DWG. NO 2—INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, A-13 FRAMING NOTES, NAILING SCHEDULE RUN—OFF CALCULATION: AREA SUMMARY C PROPOSED ADDITIONS FOR 2" OF RAIN TO BE CONTAINED ON SITE LOT AREA to tie line = ca. 51,765 SF Z 100% run—off coefficient = 550 cu ft TOTAL ROOF AREA : 3,308 SF LOT AREA to TOP of BLUFF = ca. 30,336 SF = 100.00% EXT'G COTTAGE AND DECKS = ca. 1,462 SF PROPOSED 6'x4' deep DRYWELL 89.3 Cu.Ft. EXT'G GARAGE AND SHED = ca. 417 SF PROPOSED 8 x4' deep DRYWELL 168.9 Cu.Ft. PROPOSED 8'x4 deep DRYWELL 168.9 Cu.Ft. TOTAL EXT'G LOT COVERAGE = ca. 1,928SF z ❑ PROPOSED 8'x4 deep DRYWELL 168.9 Cu.Ft. STRUCTURES TO BE REMOVED = Co. 911 SF WITH GUTTER LEADERS FOR ROOF RUN—OFF EXT'G 1—STY. STRUCTURE EXT'G 2—STORY STRUCTURE TO BE ADDED LOT COVERAGE = ca. 2,083 SIF RESIDENCE TO BE DEMOLISHED EXTENDED ON North & South SIDE AND TOTAL PROP D LOT COVERAGE = ca. 3,100 SF — 10.22% W 2ND FL CEILING TO BE RAISED TO CODE — EXISTING STRUCTURES TOTAL LOT COVERAGE w/POOL = ca. 3,900 SF = 12.85% EAST MARION ® PROPOSED ADDITIONS U 745 AQUAVIEW AVENUE 225 SF DECK TO BE DEMOLISHED STRUCTURE TO BE DEMOLISHED i CD w ARCHITECT FRANK UELLENDAHL ++ +++ *+++ 290.59' 2nd STORY 42" OVERHANG 123 CENTRAL AVENUE + + + P.O.BOX 316 ++ +' ++ °' GREENPORT, NY 11944 +. + + - 25 FORMERLY DAVIES + + + + + + + + + + + TEL: 1- +++++ ++++++- _ . NOW MILANO + + # # + OWNER + + + + # #+, `8'x4 DRYWELL Q + # # # G u4 ff::: .Jti::�;:'' I SUSAN MILANO ++++++++ +++++ ua ro J 140 HARVARD AVENUE ++++++++++++ +++ + , SEPTIC SYSTEM + + + + + ,+ + + + LP FE �ROCKVILLE CENTRE, NY 11570 + + + + + + + + + + + J O + + + + + + + + + + �O O O W TEL 516-343-8135 . + + + + + + + + 16X24 STONE PAVERS IN SAND + + + + + + paved walkway + + + + + + + + + + paved w Ikway 300 sf EXT'G GARAGE & SHED �FtD +++`+NN4+++++`+' +'; 2—STORY 36" OVERHANG 195 sf TO BE DEMOLISHED o 5� UE( ++`++++.GPV+E ++'+`+'��� ++ WELL, h � ��,�-Yd O i + + + + + + + + + + + + + + + + + + �, + q + + + + + + + + + + + 0 + u, + + . . + + + + + + + ems- — —STORY x4 DRYWELL + + + + + p� + + + + + + + + + + + + + + + + + + + + + c� + ruc ur tructur 54' +� + + + + + + + + �o++ POLE o + + + + + + + + + + + w + + + + + + + + + + � ���� 8'x8' w +++. . . S+++++++++'+ ++ O 0 ��� ♦ , HOT TUBS avers + + + + + + + + + + + + + + + + + + + + + � �0 p Q + - + + + + + + + + + pQ + + + + + + + + Cl- + + + + + + + + + w W o 4 POOL FENCES a ++++ + +- -+++++++++++ S;\��� 18'z4DRYWELL o 0 0 + + + + + + + + + � � Z o +++++% + +++ ++ ��O / I DRYWELL Ox ' +- Q N o + - + + + + GRAVEL DRIVEWAY +++++++++++ - +++ C�PS�� PAVED DECK Q Z Q Z + + + + + + + + + + + + + +++++ +++++ + / v O 3 ¢ o o 20z40 o N o + + ---±+±'++++++, I VINYL I a' � W Z Z ' + + + POOL N+ + I . +- + + I seat o � m3mm ++ + + + � Q. 8'x12' shed o0000 + + + + + �a for pool mechanicals w N N cV c c� + + + . SCALE: 1/32" =1'-0" z °� o N o + + ' - 367.25' 8�+ cD 2 CV 4' POOL FENCE o 0 0 0 0 0 .� LINE OF HAY BALES PROPOSED SITE PLAN AND SILT FENCE A� DATE: 08/18/2021 SCTM# = 1000-21-02-09 SCALE: 1/32° = 1'-0° TOWN OF SOUTHOLD o SUFFOLK COUNTY, NEW YORK ? SITE PLAN WETLAND PERMIT AMENDMENT � DWG. NAME g A-100 DWG. NO O PROPOSED W m ADDITIONS W Z W W W W W O W W W W W W W W W J Li 32'-2 1 2" EXT'G 1-STY STRUCTURE TO BE DEMOLISHED IT 19'-2" EXT'G 2-STY STRUCTURE TO BE RENOVAT D AND EXTENDED W W I W J J W 00 W W W W W J ED 0 0 t/') W W W W RESIDENCE W W W W W W W KITCHEN W W W W W W W W W W W LR BR 1 DECK EAST MARION W W W W W DECK � 745 AQUAVIEW AVENUE E ARCHITECT 0 ITT 01 O Z FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 o GREENPORT, NY 11944 SCREENED PORCH TEL 631-477 8624 OWNER SUSAN MILANO 140 HARVARD AVENUE EXISTING 1ST FLOOR PLAN ROCKVILLE CENTRE, NY 11570 TEL 516-343-8135 SCALE: 1/8" = 1'-O" 3 A + � Q 273sf �b OF i w Z � BR3 o Z U 2 J O CI- C= d � W GARAGE = o STRUCTURE TO BE DEMOLISHED s � o z cl- BR2 o m 366sf j W oso N Z c0 O N PORCH ROOF BELOW o00 DATE: 07/16/2021 SCALE: 1/8" = 1'-O" EXISTING 2ND FLOOR PLAN EXISTING SCALE: 1/8" = 1'-O" SHED FLOOR PLANS DWG. NAME DRIVEWAY g A-3 ®� DWG. NO 42'-8" PROPOSED 41 15 0' NEW 2-STY EXTENSION 19'-2• IXT'G 2-STY STRUCTURE 8'-6• EXTENSION ELECTRICAL LEGEND Z ADDITIONS r11, 2 ----- - DUPLEX RECEPTACLE OUTLET s D SMOKE DETECTOR 11 I2'xts" BASEMENr + QUADRAPLEX RECEPTACLE OUTLET co CO DETECTOR INDOW, 1'YP. ACCESS I �WNDOWPWATER PROOF RECEPTACLE OUTLET 0 TELEPHONEOGFIGROUND FAULT INTERRUPTOR OUTLET ® TELEVISION CABLE 5 I + EXT'G + NEW p�WL SPACE M CRAWL SPACE CRAWL SPACE; - SURFACE MOUNTED CEILING FIXTURE XCEILING FAN W. LIGHT" EXT'G CONDITION UNKNOWN M SURFACE MOUNTED WALL FIXTURE FLOOR RECEPTACLE OUTLETJ. 0 16 O.C. 2x10 F.J. W RESIDENCE 0 16"O.C. SEWER LINE W I I _ $ SWITCH Q EXHAUST FAN $D DIMMER SWITCH --- LED LIGHTS EAST MARION ' - --- HIGH HAT FIXTURE EXTERIOR LIGHT 745 AQUAVIEW AVENUE DIRECTIONAL HIGH HAT TH. THERMOSTAT/RADIANT HEAT I I I N z ARCHITECT o I I I J FRANK UELLENDAHL 9.5"TJI230 C.J. ® 12" O.C. i Cl 123 CENTRAL AVENUE z WITH WEB STIFFENERS enP.O.BOX 316 T, NY 11944 n GREENPOR TEL: 631-477 8624 p _Q a �( ,� .S�� OWNER CRAWL SPACE N b W VAS "� SUSAN MILANO I I 140 HARVARD AVENUE o i 2" RAT SLAB i Z ROCKNLLE CENTRE, NY 11570 AT NEW & EXT'G CRAWL SPACES o i 7'-0" 26'-0' 4'-0 TEL 516-343-8135 w Q I I Y 0 NEW WALL o D A EXISTING WALL �' I -- -- ------------------------------, _____ o= WALL ABOVE v=====_= I -------= r � ' I - r�5� E � ti r- �? ` Q�a 32X32 ACCESS 2z8 C.J. ® 1 ' O.C. I' II II I CLGHGT.T-8 DBL.FRAMING AROUND TO CRAWL SPADE STAIR OPENINGCRAWL SPACE FOUNDATION C--------- DROP FOUNDATION3/4» SUBFLOOR, NAILED AND GLUED L BASEMENT I II o 2 9.5 TJI 230 ® 12 & 16 O.C. s D c 4 CONC. SLAB ON GRADE R-23 STONE WOOL INSULATION Fy 2„X6 TREATED SILL + �( Z 2 CONCRETE RAT SLAB ON 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL I �- I N 8" POURED CONCRETE WALL WITH 5 VERTICAL " " I -- # i �. �I 9.5"TJ123O F.J. ® 12 O.C. i i ; ~--__�i z REBARS @ 24 O.C. WITH WEB STIFFENERS I , ' r� — — — r — — o 1'-4" X 8" POURED CONCRETE FOOTING WITH ______ UTILITY RM. I, r----� 3-#4 REBARS - 3 ABOVE BOTTOM OF FOOTING DEPRESS FRAMING 4" ------- j 12n X12» ANCHOR BOLTS @ 46» O.C. ® BARRIER-FREE SHOWER o III II I o N 2 RIGID FOAM INSULATION ON INTERIOR WALL (optional) ; ; I I I' DROP �•OUNDATION BITUMINOUS DAMPPROOFING TO GRADE I " '- ----- ----- ------------ SILL SEAL AND COPPER TERMITE SHIELD ----------- --------------------- o a DATE: 07/16/202 � 1 ZZ FOUNDATION NOTES Z SCALE: 1/e' = 1'-0 'IFHOT TUB r PROPOSED STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 N ON GRADE I Y FOUNDATION PLAN READY MIX CONCRETE. 11'-4" ; 17'-0' 1 ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON 21'-0• PROPOSED FOUNDATION PLAN N DWG. NAME UNDISTURBED SOIL. r . 6X6 TRT'D POST , SCALE: 1 8" - 1'-0" "� ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. I - g A-4 ___0R12_DJA_5QNOIUJ3E-----= =-------------------- �� - L . I. ON 2'-0"x2'-0"z12" CONC. FTG L J ®� DWG. NO W W J EXT G WALKWAY TO BE DEMO ME 42'-8' J J 15'-0' NEW 2-STY EXTENSION 19'-2" EXT'G 2-STY STRUCTURE 8'-6' EXTENSION O PROPOSED % EXi°G WALKWAY TO BE DEMOUSHE I J J 5-1/4 z 11-7/8"PSL FLUSH GIRDER • B'-°1/2' J 7'-4' 3' 7'-4' ADDITIONS � � 5-1/4 z 11- ° PSL FLUSH GIRDER � BENCH -_-_ _-__= F F — -- {�------- H --- __= H =__ o V J t .Y J. ❑I�L� 47.90' FFL 49.65' FFL ac.Ncr.a-o ❑ °W o w v W ••• .{. ♦ ♦�I r�SGE FARM SINK J � W W rXT'G DECK •JAPANESE •i• e N ;; �_-- co s D w °�Ve KITCHEN o TO REMAIN ZEN GARDEN-:-4 ••• II F--- ® — RF DEN 31I r- §► wine 1 1 drawer) 'o �I I r^ x L_ J I cn ,4 ;� _ vinyl tiles I _ _ -3'xfi ��N° z_ RESIDENCE + 1� s UP I I - I •1 PANTRY 1 0 •I• � i I � m ; i J w L-- � r ;u EAST MARION :�:11::a::a::a:� _ -- --- - ---- _� =` 45 Q AVIEW AVENUE 16x24 BLUESTONE PAVERS IN SAND 7 A U E • - 47.65 49.15 E2 5-1/4 z 1- 8° PSL FLUSH GIRDER AS PER WETLAND PERMIT AMENDMENT '.�.' '.'.'.' • ♦ STONE WALKWAY ____ _______ 49.40' ♦ z ARCHITECT c:) RETAINING WALL w/ RAILROAD TIES —'a�� _ dL Z FRANK UELLENDAHL x8 COLLAR BEAM _ N 0 123 CENTRAL AVENUE C— J LED LIGH1_U 2 E� KE M _i © � L m P.O.BOX 316 o GREENPORT, NY 11944 48.36 T/BLUFF _ TEL: 631-477 8624 I 3 ---------___ it LIVING ROOM © --- — W OWNER _________ SO N ii- CATH DRAL CLG. E-0 Z �' ,\ SUSAN MILANO ABANDON J 140 HARVARD AVENUE MECHANICAL o 2X12 R.R. 16" O.C. L CENTRE, NY 11570 EQUIPMENT c i__-----7 7'-0' 50.4028'-0" 4'0° � E q -343-8135 --- 49.65'FFL : 2_ 9'-9" 8'-0 1/2" s4p0\ �/\eLi 1 �� O MEZZ07a GAS FP I I ED EO El WELL J 4'-8 1/4' 4'-0' ❑ 2868 DOORFIRE RATED 50.40 � PD.RM. 1 � ♦ I II AF- I I I 'V.� zo P �) CO S D INSTALL TYPE 'X' l�F Z FIRE RATED DRYWALL = n �� n ----- i ON WALLS & CEILING 50.40' 50.65' 1 u 1♦ to11 II �; 11 C VESTIBULE 11 0 z ay ,-2-0.� I ,-8 3-, 2'' °x z GARAGE � ® ¢ o 1 1111 50.65' - ® O SLAB ON GRADE z o 0 1 E7 �---- J --� -511 --I 3 ♦ cn v a ,mow c III II d �I 5 shelves � � ? a m I i � oo 'n oo c� ® =- C z R 1 SUIT i �ii CLG.HGT: 7'-8" 30z68 w = N o N 20z7U 00 3 w w p Z II II N II W.I.CL. o ao w � o z z II I � o �` S D CLG.HGT: 8'-3. 1 N . - _ m 5'-°' m o 3 m 3 v ❑a 24z70 bench ❑0 LAUNDRY RM I 3 I I I F F �„ FRI 3'-1' '- -7' vinyl tiles I I I I J❑ tiles tiles. ile 50.40' 48.75' 3 o 0 0 0 BATH 1 ♦ D W I ♦ I1, 9.1 I N N N N 50.40 TEAED EAM a0 O D N 49.35 ♦ � S OWE NE OF ROOF — —72" El — 12'-9. O o ♦ WP 49.32' 28'-0 �� DATE: 08/18/2021 N ❑N 48.50' ♦ ♦ Z SCALE: 1/8' = 1'-0' SHOWER a W c' PROPOSED 49.87 I 49.87' c 3 ♦ I I HOT TUB ♦ PAVED PATIO 1ST FLOOR PLAN 17'-0' 49.38' -D° PROPOSED T FLOOR PLAN DWG. NAME — — — — — — — O LAMP POST SCAL 1/8" = 1'-0" �g q-5 DWG. NO STONE PATIO ©� W W 49'-2" W W 18'-0* NEW EXTENSION 19'-2' EXT'G 2-STY STRUCTURE 12'-0* NEW EXTENSION O Z PROPOSED W 11�_• 16'-2 1/ 16'-2 1/2• '-11• ADDITIONS W B B B B B B W o W r 5.25•x9.25•PSL CANTILEVER BEW r=__=____ —= S D CO — --t----------i II W W W W W III , I II ER HALL I �R 21 Cathedral Ceilin I 1 CLG.HGT.: 8'-0" j Cathedral Ceilin I I I III I � I I ❑ N I I I I III W III , I I S cS LIN.CL I x BR 311 I I I I © III a , I I I 0 III ❑ E�I I III II III , $ D 1t III I lm �' I I III III t - ml I Ck� II — III� II II III III II II - III BATH2• RESIDENCE l0 1 1 II tiles x o I I x I I III" 1I II I O I "II III N 15-4• °�I 1 III 5.25•x9.25•PSL CANTILEVER BEAD j �__------------ -- 1 EAST MARION -- --- ----- I © B❑ ❑D E1 ❑D U 745 AQUAVIEW AVENUE 14'-9 1/2• 42 3. S-6* 3'-6 1 2• - 14'-1 • , W ARCHITECT Z 0 © Z FRANK UELLENDAHL 123 CENTRAL AVENUE P.o.BOX 316 o GREENPORT, NY 11944 TEL: 631-477 8624 w OWNER or SUSAN MILANO 140 HARVARD AVENUE O Z ROCKVILLE CENTRE, NY 11570 TEL 516-343-8135 3'-3 1/2• 0' 9'-0• 11'-7• 1'-1 1 4 i� AQ E 341• I I I tr 1 I II W.I.CLOSET ' t o I II I I N I 1 1 x II ❑ I I _ I a � I II I I W II II Uo owl c.� ��_ o a S D i ( )I 1 " LVIDE 14L RIDGE B I Ji I v" �_ N J I " V' �7�a o d L------J o �r->NZ cn cl- CD ff DN vinyl tiles o Iq 1�1 " I I i mvNi�� � U 61.3x41.2x1.8 II 11 olI J O Z Z d �� �� BR 4 uNE � o d Q SD CO -------- ATTIC CATHEDRAL CLG. 11 II - rn rn 6'-O 1/2• 17-101 2• 3 3'_1• �' o.- 0 0 Wpm cqZ c0 O N d 0 0 0 0 © ® ® t2_g. 11 DATE: 07/16/2021 Z SCALE: 1/8 = 1-0 z PROPOSED PAVED PATIO ? 2ND FLOOR PLAN PROPOSED 2ND FLOOR PLAN N �� DWG. NAME SCALE: 1/8" = 1'-O" s A-6 DWG. No Q PROPOSED Z ADDITIONS o �J..I N - CONT. RIDGE VENT ROOF CONSTRUCTION RIDGE STRAPS EACH RAFTER PAIREl (3) 14" LUL RIDGE BEAM 30 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS BIT. FELT IN 13OMPH REGION: 6 NAILS PER SHINGLE REQU'D 2X10 RIDGE BEAM @ BOTH LOWER END GABLES 12„ 4x8 COLLAR TIES @ SHINGLEMTOUMATCOHRE 'S GUIDELINES FOR INSTALLATION RESIDENCE 5/8" CDX PLYWOOD SHEATHING ` 2x12 ROOF RAFTERS @ 16" O.C. w/ R-38 BATT INSULATION EAST MARION � INSTALLED ON BAFFLES FOR PROPER VENTING W 745 AQUAVIEW AVENUE i i ��� 1/2„ GWB ALL FLAT CEILINGS 24" T - ` 12 HURRICANE CLIPS EA. RAFTER 5/8 GWB ALL CATHEDRAL CEILINGS o from 2 2X6 TOP PLATE TO 2X12 R.R. 2 -0 VENTED ROOF OVERHANG o ARCHITECT � (2) 2x6 HEADER z FRANK UELLENDAHL ^� �, I WALL CONSTRUCTION � 123 CENTRAL AVENUE o �� P.O.BOX 316 - N I �� 1/2 GYPSUM BOARD o GREENPORT, NY 11944 00 /' i� rn `� `��� 2x6 STUD WALL @ 16" O.C. TEL: 631-477 8624 o R-23 STONE WOOL INSULATION W OWNER BEDROOM 4 BATHROOM / " 8" CDX PLYWOOD SHEATHING 11-7 8 TJI 560 @ 16 OUSAN MILANO O.C..C. WATERPROOFING MEMBRANE: BLUESKIN VP100 BY HENRY N N I w/ WEB STIFFENERS & SOUND INSULATION 140 HARVARD AVENUE i CEMENT BOARD SIDING (HARDIE-PLANK); COLOR: traditional RED = ROCKMLLE CENTRE, NY 11570 SMOOTH TEXTURE, CLAPBOARD STYLE / BOARD & BATTEN EJ TEL 516-343-8135 24" ALL EXTERIOR TRIM TO BE VERSATEX PRODUCTS: I = _ _ INSTALL TYPE 'X' WINDOW TRIM, CORNER BOARDS, BEAD-BOARD SOFFITS I I — FIRE RATED DRYWALL r ON WALLS & CEILING ALL 2x4 INTERIOR STUD WALLS @ 16" O.C. STAIR: CDwith SOUND INSULATION ��\� *N5 f o 00 14 R & 7.57h x9.5w _ 1 I I 00 fire-rated FLOOR 6 Z DOOR `C-D � �_9» 3/4 HARDWOOD FLOOR: 3.5" WHITE OAK, STAINED * �� I I ` 3/4 T&G PLYWOOD SUBFLOOR, NAILED AND GLUED I I � GARAGE 50.65' 11-7/8" TJI 560 2ND FL F.J. @ 16" O.C. w/ WEB STIF 50.40' 50.00' R-38 BATT INSULATION cl- 4 78 5' r F - - - - - - - - - - - - - - ;, - - - - - �_ _ _ _4940 - BASEMENT CRAWL SPACE FOUNDATION a 3/4" SUBFLOOR, NAILED AND GLUED \ STAIR: UTILITY ROOM BASEMENT - 2X8 FLOOR JOISTS @ 16" O.C. cm \ 10 R & 8"x8 CRAWL SPACESCXD co - o _ _ _ _ _ _ R-21 BATT INSULATION ` 2"X6" TREATED SILL o UTILITY RM. 4" CONCRETE SLAB 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL o 8" POURED CONCRETE WALL 1'-4" X 8" POURED CONCRETE FOOTING WITH 2 DATE: 07/16/2021 3-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING SCALE: 1 1'-0° /4" = 26 -0 5/8"X12" ANCHOR BOLTS @ 4'-0" O.C. 3 CROSS SECTION A-A DWG. NAME SECTION A-A g A-7 ®� DWG. NO C) PROPOSED m Z ADDITIONS 0 CONT. RIDGE VENT RIDGE STRAPS EACH RAFTER PAIR (3) 14" LVL RIDGE BEAM 12 ❑ STANDING SEAM METAL ROOF, COLOR BLACK RESIDENCE W 48 COLLAR TIES @ 64" O.C. � EAST MARION 5.25"x9.25" PSL CANTILEVER BEAM HURRICANE CLIPS EA. RAFTER Wf 745 AQUAVIEW AVENUE _ _ _ r CONT. RIDGE VENT z ARCHITECT 1 CLOSET BEYOND I 1 1 —RIDGE STRAPS EACH RAFTER PAIR CD123RCENTRAL AVENUE (2) 12" LVL RIDGE BEAM J P.O.BOX 316 1 I I GREENPORT, NY 11944 12" TEL: 631-477 8624 o I I ❑ i OWNER ASPHALT SHINGLES susAN MILANO ;- i BR 2 " 140 HARVARD AVENUE 4x8 COLLAR TIES @ 64 O.C. ROCKMLE CENTRE, NY 11570 CANTILEVER BEAMS NORTH AN SOUTH END: TEL 516-343-8135 1 15 -11 1 I 5-1/4 x 11-7/8" PSL LUS GIRDER L — — — — — — HURRICANE CLIPS EA. RAFTER 1.75"x9.5" LSL C.J. @ 16" O.C. N IN 10 0" y , MIRROR 00 2 HALF WALL ❑ ❑ ❑ BRA — — 50.65' 49.65' 49.65' — —� — — 49.35' 9.5' TJI 230 @ 16 O.C. 3 � d 47.90' CRAWL SPACE CDz o 47.20' T DECK 11 2x1 F.J. @ 1 ' O.0 M o _ o CD CRAWL SPACE 00 v DATE: 10/05/2020 o SCALE: 1/4" = 1'-O° Z CROSS SECTIONS B, C SECTION B-B SECTION C-C DWG. NAME �a s A-8 I--, DWG. NO 0 PROPOSED Z ADDITIONS o � U Standiung Seam Metal Roofing W ❑ to RESIDENCE N W EAST MARION 745 AQUAVIEW AVENUE ARCHITECT CD Z FRANK UELLENDAHL 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 OWNER SUSAN MILANO 140 HARVARD AVENUE Z ROCKVILLE CENTRE, NY 11570 cv TEL 516-343-8135 W --�- Z - - �4FF - - - - - - - - - - - - - - - , - - - - - IF � C m o 00 v U — 000 000 — Q J � n — I KITCHEN — 50.18' S4 49.40 w 9.5" 1210 @ 12" O.C. XT'G DECK - -T/O E CRAWL SPACE `� 47.11 N z co 0 0 �V 17'-0" DATE: 07/16/2021 Z SCALE: 1/4° = 1'-0° CROSS 3 SECTION D-D SECTION D-D DWG. NAME s A-9 ® DWG. NO Q PROPOSED Z ADDITIONS o xU W Z ❑ (n RESIDENCE W (n W N EAST MARION --------- 745 AQUAVIEW AVENUE U EXT'G STRUCTURE TO BE DEMOLISHED o ARCHITECT AS PER COASTAL EROSION PERMIT ` i ' ` Z FRANK UELLENDAHL HOT TUB 50.65' 0 123 CENTRAL AVENUE 49.40 49.87' T POOL __ ____ _ ----�--_ __-- - - -- 50.40'm P.O.BOX 316 48.58 r 75 o GREENPORT, NY 11944 i i ------ ----- TEL: 631-477 8624 -- r _F =====rr===-- n � _.,._,._^.r..r � � �� r _. � 48.31 e�g GRADE OWNER 44_13,'®----E---------------------- SUSA 140 HA AVENUE O 1` ---- PROPOSED WEST ELEVATION Z ROCKVILLE CENTRE, NY 11570 SCALE: 1/8" = 1'-0" W �� 516-343-8135 3c Standiung Seam Metal Roofing a OFEl El w Z � zo O Z N U cn d a ~ O d U _ J = Z_p d ------------------ - - -- J Q U N / \ W EXT'G STRUCTURE TO BE DEMOLISHED o 0 0 AS PER COASTAL EROSION PERMIT N O cV 50.40' 50.65'F. 0.3 48, p 49.40 BEYOND EXISTING DECK & DATE: 07/16/2021 _ . _ . �. _ . TOREMNNASIS �� 47.36' FFL EXT'G a _ 41.11 �____ z W SCALE. 1/8° — 1—0 cn PROPOSED Y EAST ELEVATION WEST ELEVATIION PROPOSED EAST ELEVATION DWG. NAME SCALE: 1/8" = V-0" s A-10 ® DWG. NO 0 PROPOSED Z ADDITIONS o � C ❑ TREWS RESIDENCE ` W ' EAST MARION ❑ ❑ 745 AQUAVIEW AVENUE z ARCHITECT 0 z FRANK UELLENDAHL o ' HOT TUB s 123 CENTRAL AVENUE P.O.BOX 316 991� 49.87' o GREENPORT, NY 11944 9.65'4 9•6 9.3 -- ❑ _-`-- ❑ _-- -__ � TEL: 631-477 8624 OWNER SUSAN MILANO 140 HARVARD AVENUE ROCKVILLE CENTRE, NY 1157C TEL: 516-343-8135 PROPOSED NORTH ELEVATION SCALE: 1/8" = 1'-0" a a ,-- Z 1 o l� 'W J d Q W O Z � O 2 OZ U Of TRELLIS a J ~E Z z c cn o °D 3 � U N Of PRIVACY WALL ` o ' HOT TUBS ❑ ❑ ❑ 50.40' — ,' DATE: 07/16/20, 49.87' -- 49 7'-beyond--r— — g 4 ' ----------------- --------- --i-- ---_- SCALE: 1/8° = 1'-( ----------------------JI ------------------------------❑� _� PROPOSE --------------- NORTH ELEVATIO ------------- SOUTH ELEVATIIO --_---- PROPOSED SOUTH ELEVATION DWG. NAME SCALE: 1/8" = 1'-0" g A-11 ® DWG. NO PROPOSED CONTINUOUS RIDGE VENT O ADDITIONS RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS o J 24" cn ICE SHIELD UNDERLAYMENT o REQUIRED - 24" FROM EDGE HURRICANE IP ❑ TYPICAL. N RESIDENCE W N W EAST MARION RAFTER TO TOP PLATE 745 AQUAVIEW AVENUE SIMPSON H2A HURRICAN :: LATERAL AND SHEAR CONNECTION CLIP NAILED. FROM PROVIDE 8d COMMON M RAFTER TO STUD. - NAILS ® 4" O.C. AT FOR 10 FT WALL HEIGHf ARCHITECT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL I 6-8d COMMON NAILS (TOENAILED) REQUIRED 5 - 8d NAILS EACH END SHEATHING. o IN EACH RAFTER AND TOP PLATE FRANK L L � 123 CENTRARA AVENUE L AVENUE P.O.BOX 316 APA RATED PLYWOOD TO o GREENPORT, NY 11944 EXTEND TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT TEL: 631-477 8624 PLATE. ROOF TO WALL cr W OWNER FOR 20 FT ROOF SPAN EXT G & PROP D 1-1/4" 20 GAGE STRAP W/ SUSAN MILANO 5 - 8d NAILS ® EACH NFL. 6-8d COMMON NAILS IN EACH END OF ce 2ND FLOOR STUD - EACH END - TYP. 1-1/4' X 20 GAGE STRAP OR HURRICANE CUP 140 HARVARD AVENUE ( MAX. 48" O.C, ) Z ROCMMLLE CENTRE, NY 11570 TEL: 516-343-8135 PLYWOOD SHEATHING UPLIFT STRAP CONNECTION REQUIREMENT Y TO OVERLAP BOX BEAM WALL TO FOUNDATION TOP + BOTTOM. D A (2) 1 1/4" WIDE - 20 GAGE FOR 20 Fr ROOF SPAN L STRAPS AT HEADER TO STUD CO ORS FOR 6-8d "COMMON NAILS IN EACH END OFNNE AND FOUNDATION TO STUD CONNECTION 1-1/4 X 20 GAGE STRAP Q� y 1 1/4" WIDE - 20 48"GAGE SILL PLATE TO FOUNDATION ANCHOR BOLT TAL STRAP MAXIMUM. CONNECTION RESISTING LATERAL & SHEAR LOADS 10 EXISTING ACQ SILL PLATE 1 1ST FLOOR TOP OF FOUNDATION 1�2" ANCHOR BOLT 0 MAX. 46" O.0 OR O a � WRAP + NAIL STRAP SILL PLATE TO FOUNDATION ANCHOR BOLT ( 4 - 4d NAILS ) CONNECTION RESISTING UPLIFT s AROUND SILL PLATE ! Z AT ANCHOR BOLT R.O. FOR 15.8' SLIDING DOOR 1 1/4" WIDE - 20 GAGE WITH TRIPLE JACK STUDS MAXIMUM ANCHOR BOLT SPACING: 72 INCHES o co STRAP ® 48" OC. 5 - 8d NAILS W NAIL SHEATHING TO SILL PLATE - o 8d NAILS ® 4" O.C. CRAWL SPACE ° P D (2) #4 REBARS ' ' 2 x 6 ACQ SILL PLATE D -- o ALUMINUM TERMITE FLASHING 'aD p p ° D ° o d DATE: 07/16/2021 ' 5/8" X 12" A.B. ® 48" OC. D ¢Q3 SCALE: N.T.S. w/ 3"x3"x3/16" FENDER WASHER. (max. 12" from end of sill plates) 2" CONC. SLAB CRITICAL PATH 8" P.C.FOUNDATION D D ° D °. p D p Y W/ 1'-4" X 8" CONT. FTG. D CONNECTORS cn . , SECTION 4 0 o ELEVATION(3) #4 REBARS CONNECTIONS N a DWG. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATH > A-12 ©� DWG. NO FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM = O PROPOSED Z ADDITIONS Joint Description Nail Sizes Nail Spacing 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED o DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING5 BETTER. X Rafter to Top Plate Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8° Ceiling Joist to Top late Toe—nailed) n/ per joist MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ra er (Fag—nailed n/aa each lap Ceiling Joist Laps ov r Partitions Face—nailed) n/a each lap W 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter Face—nailed) n/a per tie W EXPOSURE 1 3/4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( o —nailed) 2 — 8d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter (End—nailed) 2 — 16d each end N NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. RESIDENCE WALL FRAMING 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac —nailed) 2 — 16d per foot WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersection Face—nailed) 4 — 16d joints—,gach side EAST MARION TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud (Face—nailed) 2 — 16d „ 24 o.c. MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16 o.c. along edges 745 AQUAVIEW AVENUE PER 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2A stud AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud Z ARCHITECT 0 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 — 16d per 2x8 stud o CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Band'oist,End'oist or Blocking Face—nailed 2 — 16d per foot J FRANK RAL AVENUE 1 1 9 ( ) P � 123 CENTRAL AVENUE 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING m T, NY X 316 stairs etc. ) OR AS NOTED ON DRAWINGS. o GRTEL: 631 NY 18624 Joist to Sill Top Plate or ider (Toe—nailed) 4 — 8d per joist TEL: 631-417 8624 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to foist �Toe—nailedd2 — 8d each end a PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe—nade 2 — 8d each end �F OWNER Blockin to Sill or Top Plate ( Toe—nailed) 3 — 16d each block SUSAN MILANO 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger trip to Beam (Face—nailed) 3 — 16d each joist Joistt on Ledger to earn (Toe—Waited) 3 — 8d per each. 140 HARVARD AVENUE WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist(End—nailed) 3 — 16d per oast Z ROCKIALLE CENTRE, NY 11570 'TECO' OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot W TEL 516-343-8135 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING x BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-1 OD NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.,perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of panel, 12" o.c. interior 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" of panel %?� ��a F Diagonal Boar Shea hin O o.c. EXTERIOR EDGES AND 6 d 0 12" o.c. g 1" x 6�' or 1 xg8" 2 — 8d per support Q �� INTERMEDIATE. 1" x 10" or wider 3 — 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7° edge / 10° field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE . AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING �� Z CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Structural Panels 8d 6° edge / 12° field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3"" edge / 6" field a CONNECTIONS. 25 / 32„ 8d 3 edge / 6" field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL ° „ z PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Gypsum Wallboard 5d 7 edge / 10„ field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Hardboard 8d 6" edge / 12 field AS PER MANUFACTURERS RECOMMENDATIONS, WEB Particleboard Panels 8d 6° edge / 12„ field STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Diagonal Board Sheathing BEARING POINTS AT A MINIMUM. 1; x 6" or 1" x 8" 2 — 8d per supp„ ort o HANDLING, STORAGE, AND ERECTION OF 1 x 10 or wider 3 — 8d per support COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING = RECOMMENDATIONS. o Structural Panels 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6" edge / 1?" field DATE: 07/16/2021 GALVANIZED MACHINE BOLTS ® 12" O.C.. greater than 1" 10d 6° edge / 6 field Z W SCALE: N.T.S. Diagonal Board Sheathing 1„ x 6"„or 1" x 8" 2 — 8d per support 3 FRAMING NOTES 12 " 12 12 " 12 1 x 10 or wider 3 — 8d per support Nailing Schedule OR: TRUSSLOK CONNECTORS BY 'FastenMaster' ® 16" O.C. „Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailed 3 on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall DWG. NAME x be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. When wall sheathingQ is continuous over connected members , the tabulated number of nails shall be permitted to " be reduced to 1 — T6d nail per foot. 8 A-13 ®� DWG. NO 42 —8n - Q PROPOSED 15'-0" NEW 2—STY EXTENSION 19'-2" EXT'G 2—STY STRUCTURE TO BE DEMOLISHED 8'-6" EXTENSION Z ADDITIONS 5-1/4 x 11-7/8"x12'-6" PSL GIRDER 10'—On 5-1/4 x 11-7/8"x10'—O" FLUSH PSL GIRDER �+ � n ' n , ' n i n i n � n = � 4-0 3 -8 11 -1 9 -9 - 10 -0 4-2 3 -6 �- - — - - - F - - F � — — - -2=0•- - G. . - - - -o — � - - H - -3_$, - - -3=8 �- H - - - - — _� a ❑ - - - - - - - , N '_°° _ ❑ ❑ _ I RESIDENCE I 2'-0' I _ 12'-0. . . ,2. c- = - -CLG.HGT.=9 47.90 FFo 49.65> FFL CLG.HGT.=8 —0n I NW EAST MARIONo o GAS oz RA w/ hood aNGoEv eC zIIl Jz 745 AQUAVIEW AVENUE00 KITCHEN ❑JAPANESE c c/) � z ZEN GARDIEN I= JI ► N o F-RTF.� — � MW� -1 =1 > ARCHITECT Q N Li v>I o J FRANK UELLENDAHL ® 1 J �, o DEN �1 ( CL.CIO � o ►, wine I I drawer) o c� z, o 123 CENTRAL AVENUE 1 J m i l J N j I o m P.O.BOX 316 �- — -1- — —�--->, J O, cD vinyl tiles Q C 3 x6 ISLAND J i N o GREENPORT, NY 11944 U P 1 I Y � — — — — — — N I TEL 631-477 8624 O� { C m PANTRY o z OWNER _ SUSAN MILMO 140 HARD AVENUE 1 n / ROCOLLE CENTRE, NY 11570 1 5 -1 1/4 11 L - - N IE ::I 1 I TEL 516-343 8135 I I I a N 10 YZ N L — — — — — — — — — — — — — - - 1 -41 = _ O o © 47.65 49.15 E2 N 1.75"x12" LVL C.J. @ 16" O.C. I W Z 12f-6n ^ I n d N _ _ _ _ _ _ CLG.HGT.=8=0 I 49.40 F 5- /4 x 11-7/8"x12'-6" PSL GIRDER STONE WALKWAI� _ . _ . _ . _ . _ . _ . _. - oW CD 5-1/4 x 11- /8"x10'4' FLUSH o W UPTURN PSL ORDER \ N RETAINING WALL w/ RAILROAD TIESOf 3 0 z � W � C> o —I- - z © -W L � � c s Z � aa � Q I � � oZZ � vinyl ( tiles - - _ _C) � 3 m � LIVING ROOM © c?`5 r �F� y%`� � N CDN C> CATHEDRAL CLG. ❑ rt .y �3 cl� ` r,, f � o DATE: 05/20/2022 D _ , i l Z W SCALE: 1/4' = 1'-0' 2X 12 R.R. ;@ 16 O.C. 3 PROPOSED L ..1 Y 1ST FLOOR PLAN MAY 16 2022 - - - - - - - - - 7 —0 =�L) 1.75"x7.5" LUL COLLIAR EAMo BUILDING DEPT. L F- - -- - - _ — _ —_ - -I- - - - - - — � TOWN OFSOUTHOLD LED LIGHT STRIP EA. BEAM 1 ST F 0 R P N �� M. NAME 49.65' FFL 50.40 SC LE: 1/4"=1'-0" g A-5.1 MEZZ072 GAS FP V V M. NO 42-8 W W W J 15'-0•NEW 2-S1Y EXIE?ISION 19'-2•DXPG 2-SN SIRUCfI1RE TO BE DOIOL& D 8'-6•DIENSION � O PROPOSED 5-1/4 x 11-7/8•xl2'-6•PSL GIRDER 5-1/4 r 11-7/85a0'-0•n1A'H PSL GFW ADDITIONS W W � m I4'- 3' 6•W J J , • _ r- — -- F -- F ,----- — -- G --- —'-- H --------�- H --_—_— -- _� o W W W - `1 r- I❑ ❑ 49 I 47.9 FFIL I-- 1 ac.HGT. 9-s 0' o W W W W I I 0 _ .65' �FL ac.HGf.=e-o �. 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ROCKVILLE CENTRE, NY 11570 ❑ TEL• 516-343-8135 L i 2 1.75 x7.5 LVL___ 7-0* 50.40 C—————————————————— — LED LIGHT 11RIP EA 8 ♦ \ 3 N 1 49.65' FFL 50.40 S0 MEZ20721GAS FP 4♦5 I © ❑ \\ o WELL 4'-6,/4• I �^ 2868 FlRERRATED 50.40 & ❑ PD.RM. II ♦ Z I II I o Elp i CO S D I I INSTALL TYPE 'X' W _1 ---6 z FIRE RATED DRYWALL o c FS 06 I of 1 VESTIBULE i ON WALLS & CEILING ® Z 50.0 „ i t I I NI W,f9' I vinyl tiles J c=Six c i w c, W _ O o o II II� j J ridge beam Z o o = mI -o• I I , 3-, 2' ___ Z GARAGE ® o o o ❑ I->_ III ———jEill'l I I i ® =o SLAB ON GRADE r% " W a J ————J -- — �.� Ig o I 1 VELUX I o cnLZ a o o w 5 shelves 1 I FS O6 1 � � ® o o Z o Ii �11 I I 44.25x45.751 V) `� II .IBR 1 lox o -- w s Z � Q < W.I.CL.m I O rE rs o cDu l ' v I 1 CLG.HGT: J'-8" oo ® z I ° r • — • �'' r- 1 r • — ' • — • -1 2CLG.HGT: B 3. I cn . o a un 3 m 3 1V5-0 c��, kro ❑ ^ m❑F EE)� 24x70 ° LAUNDRY RM I I I Ie'-,o' a'-r vinyl tiles I I I I N N N N50.40' 48.75' o 0 0 0 0 0❑ tiles steam)BAT}1 1 howe( II , II N N NN N N50.4072° -J _ _ _ m _ 0_ _ 0 o o o 0 49.35 � � bench NE of ROOF ❑ 28'-0 12'-9' 1� DATE: 05/20/2022 � ♦ ❑ wP a 49.32' 48.50' I I SHOWER _ PROPOSED 49.87 49.87' • I I HOT TUB ♦ PAVED PATIO 1ST FLOOR PLAN 17'-0° 49.38' 22'-0• PROPOSED 1 FLOOR PLAN t TS DWG. NAME SCALE: 1/8" = 1'- , A-5 — — . — — • LAMP POST "C2 DWG. NO STONE PATIO