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HomeMy WebLinkAbout47735-Z SVFF�1�{Yr �tio ppGy � Town of Southold 10/20/2023 a P.O.Box 1179 H 53095 Main Rd yea ao� }¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44670 Date: 10/20/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2750 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-12-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated ` 11/30/2021 pursuant to which Building Permit No. 47735 dated 4/25/2022 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: additions and alterations, including finished basement, sunroom,terrace, outdoor shower and covered front entry,to existingsingle family dwelling as applied for per ZBA#7517,dated 8/19/2021. The certificate is issued to Monaghan,Kenneth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0501 10/12/2023 ELECTRICAL CERTIFICATE NO. 47735 7/24/2023 PLUMBERS CERTIFICATION DATED 7/5/2023 ra Piecuc A i d ignature O�sill. - �cp TOWN OF SOUTHOLD ay BUILDING DEPARTMENT H 2 TOWN CLERK'S OFFICE 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#: 47735 Date: 4/25/2022 Permission is hereby granted to: Monaghan, Kenneth 2 Greenside Ct Durham, NC 27707 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 2750 Nassau Point Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 104.-12-16 Pursuant to application dated 11/30/2021 and approved by the Building Inspector. To expire on 10/25/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,295.60 CO-ADDITION TO DWELLING $50.00 Total: $1,345.60 Bui ding Inspector pF SOUj�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 �Qly '�,��` couff BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE . SITE LOCATION Issued To: Kenneth Monaghan Address: 2750 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47735 Section: 104 Block: 12 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 92 Ceiling Fixtures 14 Bath Exhaust Fan 6 Service 3 ph Hot Water GaSX2 GFCI Recpt 19 Wall Fixtures 29 Smoke Detectors Main Panel 200X2 A/C Condenser 3 Single Recpt Recessed Fixtures 66 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt DoublE Ceiling Fan 2 Combo Smoke/CO 11 Transfer Switch UC Lights 32' Dryer Recpt GaSX2 Emergency Strobe Heat Detectors 1 Disconnect Switches 77 4'LED Exit Fixtures 11 Sump Pump 2 Other Equipment: Fridge, Oven, DW, Cooktop, Hood, W/D-2, Mini Fridge, Central Vac-2, LED Mirror-5, 60wTrans-2, 20OW Trans, 200A Panel 54 /43 Used, 200A Panel 54 / 33 Used, 100A 24 / 3 Used Notes: Two Story w/ Finished Basement Inspector Signature. Date: July 24, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex g� �' Telephone(631)76: 54375 ATECm Road Fax(63I)765-9: P.O.Boz 1179 G ScudtoKNY 11971-1#959 Z® BUILDMG DEPARTMENT TOWN OF SO OLD { JUL 1 0 2023 BUILDING DEPT. y TDA` •;•x r�I;T�':.'." .M_; CERTIFICAT3112W Rafe- J 6l Z g Building Pent No. 7 7 3 5 fie_ Monagkan Tease print) Plumber- Arad Necuch (Nam print) I CcrQY dna the soldw used in Ile walar supply qsb m QonWm lea fan 2/10 of 1% lead. 9 S'$0O'M to bvfoYe m this �yl day}of -To) 20 a_ QUSAi-1 A.RIZZQ rte" Nfl Y Putili a 0-1-146w Yoe4 59 ijad in 81ff,01k CounV,_- I Gomrntssioncg I i r,e � NotaryPa2� � County q SoOly� TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION /fOUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RERKS: Ap&k44 70 u t�,k&b 6 a S . 2 DATE INSPECTOR SOF SOGtyO - - # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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: DATE l 1 INSPECTOR l�� OF SOUTyolo - TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ON ( ] 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 RE7S: 6;1VW1 �1S o[� DATE l INSPECTOR oFso�Ty°� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 11-4 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. M 631-765-1802 . INSPECTION FOUNDATION 1ST UGH PL13G. L FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL REMARKS: DATE INSPECTOR �o3�aUF SOUTh°� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ KFINAL ULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION _ [ ] PRE C/O [ ] RENTAL RE KS: IV, , o C. �-4AbfA DATE D 2D y INSPECTOR OF SOUlyolo Lr�] # TOWNOFSOUTHOLD BUILDING DEPT. °`ycourm N 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) ECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: - en1- %/ NATE INSPECTOR HERS Index I 1 2012 Combustion Safety Testing Form ,� J JUL 2 1 2023 Home Address: 2750 Nassau Point Rd City: Cutchogue nU11,D v DEPT. Builder Name: NF Woodworks T017", .?'r E-'i Combustion Appliance Zone(CAZ)# of Location of this CAZ: Mech Room (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 07/03/2023 Outdoors Temp During Test: 84 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: -2.3 pa. CAZ Ambient CO: 0 PPM Test Pressure: -3.1 pa. Appliances/Fireplace Simulated for Test? Yes ✓ No Net Change: -0'8 pa. If Yes,Total CFM Simulated 400 (explain in notes) NOTES: Heating System Primary: Yes ✓ No_ Tvoe: Furnace_Boiler ✓ Heat Pump_Other t z Venting Type 3 Drat Sin 11aQe S i_ p IIaQe CO CO Efficiency Fue!Tvpe Circle Type) ascal (Worst Case (Natural) (Worst Case (Natural) Rating: N P_O_E_ N V_M_S ✓ n/a Pa. Pass_✓Fail_ Pass ✓Fail_ 5 PPM 5 PPM Yes Type: Standard Tank_Indirect_Tankless ✓ Size: n/a Style Common Vent❑ WateYHeQter Primary: No Instantaneous CommercialSee Note5below (Gallons) ° Stand Alone s z Venting Type. Drat Sip flare SP"11a (Natural) CO CO Efficiency Fuel Type (Circle�Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: N P ✓O E N M S ✓ n/a Pa. Pass ✓Fail Pass ✓Fail 1 5 PPM 5 PPM D,veri :, Oven is Electric or No Oven Exists 13 Oven Range Hood Vented to Outside Yes ✓ No Oven CO n/a PPM T Ambient CO(During Oven CO Testing) PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style.. Commonl Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: matthew wahl Rater Number: 2572845 Digitally signed by Matthew Wahl Rater Signature: Matthew Wahl 'Date:2023.07.2016:04:03-0400' Date: 07/20/2023 1 Home Energy Rating Certificate Rating Date: 2023-07-03 JUL 2 1 2023 EN ��jrenweRegistry ID: a Projected Report � Z r Based on Plans Ekotrope ID: g2RjQng2 � ��� HERSID Index _ Annual Your home's HERS score is a relative 2750 Nassau Point r performance score.The lower the number, 3 • , •• • the more - - - - $ 3 • - — 14learn more,visit www.hersindex.com *Relative to an average U.S.home Monaghan Residence C/o Suter and Suter Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 64.5 $304 2016 New York ECCC Cooling 4.1 $162 2020 New York ECCC Hot Water 14.9 $70 2018 International Energy Conservation Code Lights/Appliances 29.9 $1,135 2015 International Energy Conservation Code Service Charges $169 2012 International Energy Conservation Code Generation (e.g.Solar) 41.0 -$1,294 Total: 773.4 $546 2009 International Energy Conservation Code 2006 International Energy Conservation Code HERS'Index Home Feature Summary: Rating Completed by: More Energy HomeType: Single family detached Model: custom home Energy Rater: Matt Wahl ISO RESNET ID: 2572845 EHoring 140 Community: n/a Homes 130 Conditioned Floor Area: 4,558 ft7 Rating Company: Energy Rating Service Inc 170 Number of Bedrooms: 6 3S Tellar Dr,Islip Terrace,NY 11752 Reference Ito Primary Heating System: Boiler•Propane•95 AFUE 631-566-8439 Home 90 Primary Cooling System: Air Conditioner•Electric•16.5 SEER Rating Provider: Building Efficiency Resources 8D Primary Water Heating: Residential Water Heater•Propane•0.95 UEF PO Box 1769 Brevard,NC 28712 70 House Tightness: 983.8 CFM50(1.32 ACH50) 800-399-9620 60 Ventilation: 150 CFM•107.3 Watts•ERV so Duct Leakage to Outside: 82 CFM @ 25Pa(3.53 1100 ftp (f�i v,•j 60 azti iibf9ae-res.;�F� (� Above Grade Walls: R-33 - 30 Ceiling: Adiabatic,R-38 0 7 9 ^" zero Energy 10 Window Type: U-Value:0.3,SHGC:0.3 Home o This Home Foundation Walls: R-19 Matt Wahl,Certified Energy Rater C1e17 RL51:41 less Energy Framed Floor: R-30 Digitally signed:7/20/23 at 4:05 PM 2750 Nassau Point 1W Cutcho ue NY Index1 i HERS Registry ID: Annual Estimates: Rating Company: Electric(kWh): 9,614.5 Energy Rating Service Inc Propane(Gallons): gg5,7 Rating Provider: Pro p Building Efficiency Resources CO2(Tons): 4.6 Rating Provider Address: Approx.Energy Cost: $546 PO Box 1769 Brevar 8�2 Home Feature Summary: -A-App- M°.E, V Single family detached,6 bedrooms,4,558 ft2 15e Existing tt0 Heating:95 AFUE Homes tso Cooling:16.5 S R r + �\ Hot Water 0. 5 UE FI E e1 ���i ie j �' 1,1 J i Iq' rLeaka _` '�� �Iu �yo 983.8 CF 0(1.32 ACHrL 80 70 Ventilati " so 150 CFM 7.3W•E so Duct LTO: L0 82 CFM @ 2513a(3.53/100 ftp �` ao ,o Above Grade Walls:R-33 ZeroEnergys 10 ThtsHome Ceiling:Adiabatic,R-38 Home ri u Window:U:0.3•SHGC:03 LnsFMrgy Foundation Walls:R-19 .r..-RATER Nersion: ekotrope 4.1.13199 r New York 2020 Label 2750 Nassau Point Rd Model: custom home Ekotrope RATER-Version: 4.1.1.3199 Ceiling: R-38 Above Grade Walls: R-33 ' Foundation Walls: R-19 Exposed Floor: R-30 Slab: R-0 Infiltration: 983.8 CFM50 (1.32 ACH50) Duct Insulation: Supply: R8, Return: R8 Duct Lkg to Outdoors: 82 CFM @ 25Pa(3.53/ 100 ft2) _ U-Value: 0.3, SHGC: 0.3 Door: R-4 _ Mechani'cal�Equipment Specs:_��_�_��_u _.� Heating: Boiler• Propane•95 AFUE Cooling:Air Conditioner• Electric• 16.5 SEER Hot Water: Residential Water Heater• Propane 0.95 UEF Average Mechanical Ventilation: 112.5 CFM Builder"or�Design Professionaf_�0.___��: _ Signature: ACCA Manual DJS HVAC Load Calculations for Residence 2750 Nassau Point Rd Cutchogue, NY R"MVACHVAC LoAD9 ti c Prepared By: Matt Wahl Energy Rating Service, Inc Islip Terrace, NY 11752 631-566-8439 Tuesday,August 17,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS io Islip Terrace,NY 11752 Page 2 Pro"ect Report General Project Information Project Title: ACCA Manual DJS Project Date: 08/21/2021 Client Name: Residence Client Address: 2750 Nassau Point Rd Client City: Cutchogue, NY Company Name: Energy Rating Service, Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631-566-8439 Company E-Mail Address: energyratingservice@yahoo.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. I Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,595 CFM Per Square ft.: 0.587 Square ft. of Room Area: 4,421 Square ft. Per Ton: 1,121 Volume (ft3): 44,301 Building Loads Total Heating Required Including Ventilation Air: 51,381 Btuh 51.381 MBH Total Sensible Gain: 43,338 Btuh 92 % Total Latent Gain: 4,000 Btuh 8 % Total Cooling Required Including Ventilation Air: 47,338 Btuh 3.94 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and•,S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the mahufacturer's performance data at your design conditions. E:\...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service OR ACCA Manual DJS Islip Terrace,NY 11752 io Page 3 Load Preview Report Nei ft. Sen Lai Net Sen Sys SYE Sys Duct Scope To /Tor AreE Gair Gair Gair Loss CFM CFM CFM Siz Building 3.94 1,121• 4,421 43,338 4,000 47,338 51,381 2,595 2,595 2,595 System 1 0.85 1,366 1,155 9,721 430 10,152 12,218 785 785 785 10x1 Ventilation 132 307 439 988 Zone 1 1,155 9,590 123 9,713 11,23C 785, 785 785' 1-Upper Hall 254, 912 10, 922 1,592 111 75 75 6 2-Bed 4 198 2,495 33, 2,528 2,638 184, 204 204' 7, 3-Bed 3 172, 1,500 11, 1,511 1,154 81; 123 123 7 4-Bed 5 222 1,827 26 1,853 2,297 161, 150 150, 6, 5-Bed 2 181: 2,053 23 2,076 1,924 134 168 168 6, 6-Bath 4 48' 467, 8' 475 656, 46 38 38 5 7-Bath 3 81; 335 12 347 969 68 27 27 4 System 2 2.33 909 2,119 24,880 3,083 27,963 26,690 1,225 1,225 1,225 12x1 Ventilation - 132 307; 439 988 Supply Duct Latent 247 247. - - - _- Return Duct 0 61 61. 125 Zone 12,119 24,748 2,468 27,216 25,578 1,225 1,225 1,225 9-Bath 5 53 185 ..- - - --- - -- - - - 25; 210' 723, 35 9 9' 4 10-Laundry 90 786 31; 817 1,188 57 39 39, 4 11-Rec Area 143 171 33 204: 1,410 68 8 81 4 12-Kitchen 517 6,938 759 7,697 5,870 281; 343 343, 8, 13-Living 595: 4,858 683 5,541 6,272 300: 240 240 6,6,6, 14-Sun Room 424. 6,847 456' 7,303 4,169 200 339 339; 8, 17-Pwdr - --_32- 146 0; 146' 76 4 7 _ 7' - _ --4 18-Dining 263, 4,817 481 5,298 5,869 281; 238 238 6,6, I System 3 0.77 1,492 1,142 8,737 487 9,224 12,473 585, 585 585 11x1 Ventilation 132; 307 439, 988 Supply Duct Latent 142 142 Return Duct 0; 38 3d 78 Zone 1 -Cl g.:58%,Htg.:47% 597. 5,269 0 5,269 5,373 276 338 338; 15-M Bath 143; 1,170 0 1,170 1,844 95' 75 75` 4, 16-M Bed 454 4,100 0. 4,100 3,529 181.' 263 263 + 6,6,6, Zone 2-CI .:42%, Ht .:53/ 550' 3,848 0' 3,848 6,034 309 247 247: 8-Bed 6, Studio 550 3,848 0 3,848 6,034 309, 247• 247 6,6, Sum of room airflows may be greater than system airflow because system has multiple zones. E:\...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 io Page 4 Duct Size Preview Room or Minimu Maximu Rough Desig SP Duc Duc Htg Clg Act. Duct Reg Duct Name Source Veloci Velod Facto L/10 Loss Veloci Lent Size tl t, 9 Flow Flow Flow Size System 1. Supply Runouts Zone 1 1-Upper SR-130 GMDD 0 750 0.01 0.08 pp ( ) 0.036 382 10.84 1117575 6 10x6 0 750 0.01 0.08 0.049 381.7 30.936 7 12x6 2-Bed (SR-105, SR GMDD 184[::2041 204 0 750 0.01 0.06 0.044 381.7 24.733 7 12x6 3-Bed3 (SR-125) GMDD 0, 750 0.01 0.08 0.051 460.2 16.7 81123123 7 12x6 0 750 0.01 0.08 0.044 382 21 4-Bed 5(SR-100,SR GMDD 0 750 0.01 0.08 0.04 382 18.11 161E1.560 1 1506 10x6 5-Bed 2(SR 145,SR GMDD 134 1680. 750 0.01 0.08 0.042 427.8 10.173 6; 10x6 168 0 7501 0.01 0.08 0.046 427.8 15.1 1 6, 10x6 6-Bath 4(SR-140) GMDD 0 750. 0.01, 0.08 0.02 278.7 12.118 46[:]:A1 38 5 8x4 7-Bath 3(SR-120) GMDD 0: 750 0.01 0.08 0.029 309.4 13.676 6827 27 4, 8x4 Other Ducts in System Supply Main Trunk GMDD 0 900. 0.0003 0.08 0.314 807.4 1.969 784 785 785 1 0x1 4 (SMT-100) RR-100 GMDD 0 0' 0.01 0.08 0.043 , 443.7 10.514 196 196! 196 9 12x8 - - RR-105 GMDD 0; 01 0.01 0.08 0.039 443.7 12.141, 196 196 196 9 12x8 RR-115 GMDD 0 0 0.01 0.08 0.034 443.7 4.375 19 6, 1961 196 9 12x8 RR-110 GMDD 0 0' 0.01: 0.08 0.031 443.7 2_545 1966 196 9• 12x8_ RMT-100 GMDD 0 0 0.0003 0.08 0.045 806.4 3.6: 7841[._7 4 784 1 0x1 4 RT-105 GMDD 0, 0� 0.0003 0.08 0.038 627.2 4.922 392 392' 392 10x9 ST-105 GMDD 0 900 0.0003 0.08 0.053 729.6 1.312 612608j 608 12x10 ST-115 GMDD 0' 900' 0.0003 0.08 0.032 578.1 2.625 291'C 281 281 7x10 - - _ - - ST-120 'GMDD 0 900, 0.0003 0.08 0.027, 501.9 3.6 �12 , 1132j 122 5x7 ST-110 GMDD 0; 900 0.0003 0.08 0.003 689.6 1.312 440 431 431 9x10 System 2. _._ _ _ _ .. i - -. - - _ -_ .... - Supply Runouts Zone 1 _ .. ( 8x4 10-Laund SR-265 GMDD 0 750, 0.01 0.08 0.056 446.9 11.486 57 39, 39 4 9-Bath 5 SR-270 GMDD 0' 750. 0.01 0.08 0.002 103.1 4266 35 9 9 4 rY( ) _. _ L��• 8x4 11-Rec Area(SR-275)•GMDD 01 750 0.01, 0.08 0.002 91.7, 2.953 68[::_ 81 8, 41 8x4 12-Kitchen(SR-220, 0 750 0.01 0.08 0.043 492.8 3.314 8 12(8 GMDD 2811 343' 343, SR-200) 0' 750' 0.01: 0.08 0.042 492.8 6.236 8 12x8 0 750 0.01 0.08 0.021 305.6 12.289 GMDD 300 6 8x4 13-Living(SR-260, 0' 750• 0.01 0.08 0.033 305.6 31.843 6' 8x4 SR-250,SR-240,SR-225) 0' 750 0.01 0.08 0.033 305.6 31.835 240 240, 6' 8x4 0 750 0.01 0.08 0.033 305.6 31.527, 1 6 8x4 14-Sun Room(SR-21C' 0! 750 0.01 0.08 0.05 484.2 15.75 , 8• 12x8 SR-215) GMDD 0 750 0.01 0.08 0.065 484.2 30.847 200, 3391 339 8 12x8 17-Pvuir(SR-230) GMDD_ 0 750 0.01, 0.08 0.002 80.2 16.1• 4'= 7 4 8x4 18 Dining(SR-255, 0 750 0.01 0.08 0.035 402.4 8.474 6 10x6 SR-245,18- Sing(S GMDD 0 750' 0.01' 0.08 0.036 402.4 11.156 281F2-9qd�1238 & 10x6 0 750 0.01• 0.08 0.034 402.4 9.078 6• 10x6 Other Ducts in System;; Supply Main Trunk rj (SMT-205) GMDD 0 900 0.0003 0.08 0.319 862.6 3.938 1,2281 1122,2 1,222 12x17 ST-270 GMDD 0: 906 0A008 0.08 0.003 144 3.938 68C 8 8: 2x4 ST-265 GMDD 0' 900 0.0003 0.08 0.011 306, 1.641 10317! 17 2x4 ST-260 GMDD 0; 900: 0.0003 0.08 0.017 403.2 1_.312 160,_-56 56 4x5 RR-140 GMDD 0 0 0.0003 0.08 0.132 864.7 12.9 1,225' 1,225 1,225 12x17 2424 RMT-200 GMDD 0, 0- 0.0003 0.08 0.054 864.7 6.562 1,225 1,225 1,225 12x17 ST-210 GMDD 0 900, 0.0003 0.08 0.004 787.2 1.312 7275 j 656; 1 0x1 2 ST-215 GMDD 0 900 0.0003 0.08 0.054 726.9 2.625 5111 424 424 7x12 E:\...\2750 Nassau Point Rd 08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads' Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Pae 5 Duct Size Preview cont'd) Room or Minimu Maximu1. Rough Desig SP Du Duc Htg Clg Act. Duct Reg Duct Name TSource Velocity Veloci Factor L/10 Loss Velociti Lengt Flow Flow Flow Size Size ST-220 GMDD 0 900 0.0003 0.08 0.054 714.9 3.938 507. - 417! 417. 7x12 ST 225 GMDD Oi 900' 0.0003 0.08 0.053 676• 8.531 413' 33$, 338 6x12 ST-230 GMDD 0 900. 0.0003 0.08 0.03 556 2.953 338 :•278i 278 6x12 - ST-235 GMDD 01 900• 0.0003 0.08 0.03 530.7 4.6 244 '199! 199 9x6 ST-240 GMDD 0 900 0.0003 0.08 0.023 476.6 2.3 169,-"'69E:]Al 139 7x6 ST-245 GMDD 0, 900 0.0003 0.08 0.043 679.2 9.844 501. _ "566 566, 1.0x12 ST-250 GMDD 0, 900 0.0003 0.08 0.048 675.4 3.938 360 394! 394 7x12 ST-255 GMDD 0• 900, 0.0003 0.08 0.03 540 2.3 260 _5 225 5x12 System 3 Supply Runouts Zone 1 15-M Bath (SR-325A, ' 0. 750 0.01, 0.08 0.073 435.5 20.053 4: 8x4 GMDD 95' 75 75 SR-305A) 0: 750 0.01 0.08 0.028 278.7 �, 22.333 5' 8x4 0f - 750, 0.01, 0.08 0 029 336.1 2.7 1i - 16-M Bed(SR-310A, 08 038 5 J 6 8x4 SR-300A, SR-315A, GMDD 181' ^i263� 263 6 8x4 SR-320A) 0 750 0.01 0.08 0.032 336.1 16.418 I 6 8x4 0' 750' 0.01: 0.08 0.027 336.1 13.482 6' 8x4 \1 Zone 2 _..- 0, 750 0.01. 0.08 0.027 0' 750' 0.01 0.06 0.028 - - _ 8-Bed 6,Studio (SR-3: 417.6 0.875 � � 6, 10x6 GMDD 0: 750• 0.01 0.08 0.038 417.6 6278 309 .2471 247 6 10x6 SR-3558, SR-375) 417.6 1.312 ji 6' 10x6 Other Ducts in System:' 0.309 698.6 3281 583` 58T 587 11x1+ Supply Main Trunk i GMDD 0; 900 0.0003 0.08 1 1 (SMT-300) RR-305B GMDD 0 0' 0.0003 0.08 0.081 560.6 5.9 292"=, 292 292 15x5 12x12 RR-150 GMDD 0` 0; 0.011 0.08 0.057 535.4 9.844 292 .2921 292 10 "12x12 RMT-300 GMDD 0' 0 0.0003 0.08 0.036 718.8 3.6 584' ' 584 9x13 ST-3208 GMDD 0, 906; 0.0003 0.08 0.024 536.7, 2.3, 309 2461 246 11x6 - - - 1.969 274 ,----- - ST-305A GMDD 0 900; 0.0003 0.08 0.004 680 __ 340• 340 8x9 ST-310A GMDD 0, 900 0.0003 0.08 0.037 629.3 1.312 182 32 61 236 6x9 ST-315A :GMDD 900, 0.0003 0.08 .,._0.002_ 416, 1.641 92 - 104, 104, 6x6 ST-325B GMDD 0`' 900, 0.0003 00 492 8 0.024 w _ 1.312 206 164 8x6 ST 3308 GMDD i 0' 900: 0.0003 0.08 0.038 492 13.781 103,-2' 82 4x6 Summary System 1 Heating Flow: 785 Design Friction Rate: 0.081 TEL Return: 158. Cooling Flow: 785 Total Cumulative SP Loss: 0.589 TEL Supply: 212. Fan ESP: 0.589 Device SP Loss: 0.29 TEL Total: 371 Fan SP Available: 0.299 Return Loss Added to Supply: 0.117 System 2 Heating Flow: 1225 Design Friction Rate: 0.083 TEL Return: 246. -- -- ----- - Cooling Flow: 1225 Total Cumulative SP Loss: 0.788 TEL Supply: 35 Fan ESP: 0.788 Device SP Loss: 0.29 TEL Total: 603. Fan SP Available: 0.498 Return Loss Added to Supply: 0.186 System 3 Heating Flow: 585 Design Friction Rate: 0.096- TEL Return: 156. Cooling Flow: 585 Total Cumulative SP Loss: 0.542 TEL Supply: 105. Fan ESP: 0.542 Device SP Loss: 0.29 TEL Total: 262. Fan SP Available: 0.252 Return Loss Added to Supply: 0.117 E:\...\2750 Nassau Point Rd 08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service OR ACCA Manual DJS IslipTerrace,NY 11752 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.30, SHGC:0.30: Glazing-1-1:0.30, SHGC:0.30, U-value 860.9 15,499 0 21,306 21,306 0.3, SHGC 0.3 11 F: Door-Wood - Solid Core With Metal Storm, U-value 45 756 0 240 240 0.28 11 P: Door-Metal - Polyurethane Core, U-value 0.29 21 365 0 116 116 12D1-Osw:Wall-Frame, R-21 closed cell 2lb. spray foam 1334.9 6,090 0 1,267 1,267 insulation in 2 x 4 stud cavity, no board insulation, siding finish,wood studs, U-value 0.076 r32:Wali-Frame, Custom, R-32.5 closed cell 2 Ib spray 1346.2 3,715 0 389 389 foam 5 inch insulation, in 2x6 stud cavity, siding finish, U-value 0.046 R19: Wall-Basement, Custom, R19 foam insulation to 1009.5 3,149 0 233 233 floor, U-value 0.052, above grade U-value 0.052 r30: Roof/Ceiling-Roof Joists Between Roof Deck and 2084.8 4,627 0 771 771 Ceiling or Foam Encapsulated Roof Joists, Custom, R-30 open cell 1/2 Ib. spray foam, 8.5 inches in 2 x joist cavity, U-value 0.037 21 A-24: Floor-Basement, Concrete slab, any thickness, 2 825.2 1,237 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 24'wide, U-value 0.025 20P-30: Floor-Over open crawl space or garage, Passive, 1144.7 2,404 0 120 120 R-30 blanket insulation, any cover, U-value 0.035 19A-30p: Floor-Over enclosed crawl space, No insulation 262.9 450 0 60 60 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 22A-pm: Floor-Slab on grade, No edge insulation, no 8 566 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil, U-value 1.18 Subtotals for structure: 38,858 0 24,502 24,502 People: 7 1,400 1,610 3,010 Equipment: 683 14,471 15,154 Lighting: 200 682 682 Ductwork: 4,085 488 968 1,456 Infiltration:Winter CFM: 83, Summer CFM: 25 5,475 508 219 727 Ventilation: Winter CFM: 45, Summer CFM: 45 2,963 921 395 1,316 AED Excursion: 0 0 491 491 Total Building Load Totals: 51,381 4,000 43,338 47,338 Check Figures Total Building Supply CFM: 2,595 CFM Per Square ft.: 0.587 Square ft. of Room Area: 4,421 Square ft. Per Ton: 1,121 Volume (ft3): 44,301 Building Loads Total Heating Required Including Ventilation Air: 51,381 Btuh 51.381 .MBH Total Sensible Gain: 43,338 Btuh 92 % Total Latent Gain: 4,000 Btuh 8 % Total Cooling Required Including Ventilation Air: 47,338 Btuh 3.94 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 io Page 7 Equipment Data - System 1 - 2nd Floor Cooling System Type: Air Source Heat Pump Outdoor Model: RP2024BJWRHMV2421 VEAC Indoor Model: RP2024BJWRHMV2421 VEAC Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 22,800 Adjusted Capacity: . 22800 Adjusted Sensible Capacity: 16600 Adjusted Latent Capacity: 6200 Efficiency: 20 SEER Heating System Type: Air Source Heat Pump Model: RP2024BJWRHMV2421 VEAC Manufacturer: RHEEM Capacity: 22,400 Efficiency: 11 HSPF This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 8317, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIKH: 50%, WIDB: 70F, Sen. gain: 9,721 Btuh, Lat. gain: 430 Btuh, Sen. loss: 12,218 Btuh, Entering clg. coil DB: 75.21F, Entering clg. coil WB: 62.71F, Entering htg. coil DB: 68.9F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 437 CFM, Req. htg. airflow: 146 CFM E:\...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday,August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Ro Islip Terrace,NY 11752 Pae 8 Equipment Data - System 2 - 1st Floor Front 1 Cooling System Type: Air Source Heat Pump Outdoor Model: RP2036BJV/RHMV6021 SEAC Indoor Model: RP2036BJV/RHMV6021 SEAC Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 35,000 Adjusted Capacity: 35000 Adjusted Sensible Capacity: 27400 Adjusted Latent Capacity: 7600 Efficiency: 20 SEER Heating System Type: Air Source Heat Pump Model: RP2036BJWRHMV6021 SEAC Manufacturer: RHEEM Capacity: 33,000 Efficiency: 11 HSPF This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 24,880 Btuh, Lat. gain: 3,083 Btuh, Sen. loss: 26,690 Btuh, Entering clg. coil DB: 75.1 F, Entering clg. coil WB: 62.6F, Entering htg. coil DB: 69.2F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1128 CFM, Req. htg. airflow: 333 CFM J E:\ ...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 � Pa e 9 E ui ment Data - System 3 - Jr Master, Basement Studio/Bed Cooling System Type: Air Source Heat Pump Outdoor Model: RP2024BJV/RHMV2421 VEAC Indoor Model: RP2024BJV/RHMV2421 VEAC Outdoor Manufacturer: RHEEM Indoor Manufacturer: RHEEM Nominal Capacity: 22,800 Adjusted Capacity: 22800 Adjusted Sensible Capacity: 1,6600 Adjusted Latent Capacity: 6200 Efficiency: 20 SEER Heating System Type: Air Source Heat Pump Model: RP2024BJV/RHMV2421 VEAC Manufacturer: RHEEM Capacity: 22,400 Efficiency: 11 HSPF This system's equipment was selected in accordance with ACCA Manual S. " Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 8,737 Btuh, Lat. gain: 487 Btuh, Sen. loss: 12,473 Btuh, Entering clg. coil DB: 75.2F, Entering clg. coil WB: 62.717, Entering htg. coil DB: 68.3F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 392 CFM, Req. htg. airflow: 149 CFM E:\...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Page 10 Manual S Performance Data - System 1 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 9.721 Outdoor Wet Bulb: 71 Latent Gain: 0.430 Indoor Dry Bulb: 75 Total Gain: 10.152 Indoor RH: 50 Load SHR: 0.96 Supply Airflow: 785 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 12.218 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.9 Indoor RH: 30 Supply Airflow: 785 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump, Outdoor Model: RP2024BJWRHMV2421 VEAC, Indoor Model: RP2024BJWRHMV2421 VEAC Nominal Capacity: 22.800, Manufacturer: RHEEM Entered Interpolation Data: T� �^ EDB EWB Air Flow ODB Total Power 75.2 OF OF CFM OF Capacity Input Sensible MBtuh kW S!T Capacity 11 11 11 IL M Btu h 62.11 7 1 831 22.8 1.84 0.728 16. Interpolation Results: Percent Load of Load Sensible Capacity: 16.600 9.721 171% Latent Capacity: 6.200 0.430 1442% Total Capacity: 22.800 10.152 225% Power Input: 1.84 Heating: Model Type: Air Source Heat Pump, Model: RP2024BJWRHMV2421 VEAC, Nominal Capacity: 22.400, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 22.400 12.218 183% E:\...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 � Page 11 Manual S Performance Data - S stem,2 - 1st Floor Front Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 24.880 Outdoor Wet Bulb: 71 Latent Gain: 3.083 Indoor Dry Bulb: 75 Total Gain: 27.963 Indoor RH: 50 Load SHR: 0.89 Supply Airflow: 1,225 Entering Dry Bulb: 75.1 Entering Wet Bulb: 62.6 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 26.690 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.2 Indoor RH: 30 Supply Airflow: 1,225 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Air Source Heat Pump, Outdoor Model: RP2036BJV/RHMV6021 SEAC, Indoor Model: RP2036BJV/RHMV6021 SEAC Nominal Capacity: 35.000, Manufacturer: RHEEM Entered Interpolation Data: �[ EDB EWB Air Flow ODB Total Power 1 75.1 OF OF CFM OF Capacity Input [Sensible MBtuh kW SIT Capacity MBtuh 62. 12211 831 35: 2.22 0.783 27.4 Interpolation Results: Percent Load of Load Sensible Capacity: 27.400 24.880 110% Latent Capacity: 7.600 3.083 246% Total Capacity: 35.000 27.963 125% Power Input: 2.22 Heating: Model Type:Air Source Heat Pump, Model: RP2036BJWRHMV6021SEAC, Nominal Capacity: 33.000, Manufacturer: RHEEM Results: Percent Load of Load' Heating Capacity: 33.000 26.690 124% E:\ ...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Rating Service ACCA Manual DJS Islip Terrace,NY 11752 Pae 12 Manual S Performance Data - System 3 - Jr Master, Basement Studio/Bed Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 8.737 Outdoor Wet Bulb: 71 Latent Gain: 0.487 Indoor Dry Bulb: 75 Total Gain: 9.224 Indoor RH: 50 Load SHR: 0.95 Supply Airflow: 585 Entering Dry Bulb: 75.2 Entering Wet Bulb: 62.7 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 12.473 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.3 Indoor RH: 30 Supply Airflow: 585 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air SourceHeatPump, Outdoor Model: RP2024BJWRHMV2421 VEAC, Indoor Model: RP2024BJWRHMV2421 VEAC Nominal Capacity: 22.800, Manufacturer: RHEEM Entered Interpolation Data: EDB ° EWB Air Flow ODB Total Power 75.2 F OF CFM OF Capacity Input Sensible MBtuh kW S/T Capacity MBtu h 62.1 58511 831 22.8 1.84 0.728 16. Interpolation Results: - Percent ' Load of Load Sensible Capacity: 16.600 8.737 190% Latent Capacity: 6.200 0.487 1273% Total Capacity: 22.800 9.224 247% Power Input: 1.84 Heating: Model Type:Air Source Heat Pump, Model: RP2024BJWRHMV2421 VEAC, Nominal Capacity: 22.400, Manufacturer: RHEEM Results: Percent Load of Load Heating Capacity: 22.400 12.473 180% J \ E:\...\2750 Nassau Point Rd_08162021 ACCA Manual DJS.rh9 Tuesday, August 17, 2021, 9:47 AM �1[1 No W (7 0 S U i-- _ ---, SR-320A,6" 'i Ii _ it p SR-300,4161a I! !j RMT-300,9x13" SMT-300,11x11" z ST-305A'8x9" ST-320B'11x6" 1-4' RR-3056 15x5' ST-310,4 6x9" ST-325B,8x6" p SR-210,8" j ST-315A,6x6" ST-330B,4x6" a orth W C7 O 2 U F- SR-310A 6" ,I 1 Ij; SR-320A,6" ; b X i- ® RMT-300,9x13" SMT-300,11x11" z , ST-305A,80" ST-320B,11x6" RR 305615x5" SR-210,8h ST-310A,6x9" ST-325B,8x6" O ' ,6", ST-315A,6x6" ST-330B,4x6" a \ \ \\ cRR30,10" 15;8' ' p Q \�\\\` (n SR-200 \ M Bath V) �R\ -P Room SR-325A,4" SR-305A,5" Ln 2 V \� R403.3.8 Duct system sizing. SR-220,6 \k� ��\ \ _225,6" N Ducts shall be sized in accordance with ACCA Manual D--I calculations made In accordnce with Sections R403.7 and R403.8. v (NYStrech Energy Code 2020) \DII11n ' R403.6 Mechanical ventilation \\� (Mandatory),The Building shall \\\\\\ \$ -240,6" uu be provided with ventilation that complies with the requirements of \\ \ ui g the Residential Code of New York State or Mechanical Code of New York State or New York City \ \\\ \\� � �d z.8 Construction Code, as applicable, \ ' \ \ SJ-250,6" v ,3 z A ° or with other approved means of ventilation.Outdoor air intakes �\ -2 r W and exhausts shall have y a automatic or gravity dampers that i SR-255,6" F ��" it close when the ventilation systemW w w is not operating. RMT-200,12X17" - SMT-205,12x17" ST-210,10x12" ST-245,10x12" R403.6.1 Whole-house ST-215,7X12" ST-250,7X12" mechanical ventilation system fan ST-2207X12" ST-255,5x12" efficacy. Fans used to provide whole-house mechanical ST-225,6X12 ST-260,4x5" ----------------------- ---- HERS Rater: ventilation shall meet the efficacy ST-230,6X12' ST-265,2x4" MATTHEWWAHL requirements of TableR403.6.1 --=+--�-- ST-235,9x6" ST-270,2X4" -- #2572845ertification: HRV or ERV 1.2 cfm/watt ST-240,7X6 ; _ -' � " _ ' 'V 5 Approved: Range hoods 2.6 cfin/watt Date:08/16/2021 In-line fan 2.8 cfrn/watt '�e I g� �•'� - f Job Number: _ , Bathroom 1.4 cfrn/watt(10 cfm) Bathroom 2.8 cfm/watt(90 cfm) LU Lu MANUAL to . dm/watt Z i o IST REL/0.0 SCALE: 1/16"= 1'-0" orth LU LD O T U H U n IY I— Z O a Bed 4 R40 ,7" Ln RR-110,9" cn SR=100 6" . z RR=11-59, R-1 ,7" o B to SR-110 B 5 n R403.3.8 Duct system sizing. R 100,9 " N Ducts shall be sized in accordance SR-125,7 with ACCA Manual D based on - - - _ calculations made in accordance R-120,4" with Sections R403.7 and R403.8. (NYStrech Energy Code 2020) Bat3 -I � SR-135,6" h R403.6 Mechanical ventilation y .r ?Upper Bed'2 ' (Mandatory),The Building shall i -JBath-4;, ' be provided with ventilation that �� 1; complies with the requirements of the Residential Code of New York SR-1.4.015" State or Mechanical Code of New v �+ York State or New York City SR-130, SR-145,6" _ �"� N z m v_ Construction Code, as applicable, 1O or with other approved means of ventilation.Outdoor air intakes i and exhausts shall have y n m automatic or gravity dampers that 'c' w- H close when the ventilation system j �� W w Is not operating. RMT-100,10X14 SMT-100,10X14' RT-105,10x9" ST-105,12x10" R403.6.1 Whole-house mechanical ventilation system fan j ST-110,9X10' efficacy. Fans used to provide ST-115,7X10 whole-house mechanical j ST-120,5X7" .---------- - - - -- - - - HERS Rater: ventilation shall meet the efficacy MATTHEW WAHL requirements of Table R403.6.1 RESNET Certification: ST g o� HRV or ERV 1.2 dm/watt Range hoods 2.8 cfm/watt ? 1�I- _ i "s Approved: In-line fan 2.8 dm/watt = I i; @@ Date:08/16/2021 Bathroom 1.4cfm/watt(10cfm) ,,,, �6 Job Number: Bathroom 2.8 cfm/watt(90 cfm) - - - -- - - ' ]d w w MANUAL -ERV/HRV- 12 dm watt H 4 I / o 2ND FLOOR _ - -- -- -------- SCALE: 1/16"= 1'-0" Home Energy Rating Certificate RatingDate: 2021-08-13 EN ���Y y Registry ID: 'fel c ervtce Projected Report Ekotrope ID: g2RjQng2 HERSP Index Your home's HERS score is a relative 2750 Nassau Point Rd 52performance score.The lower the number, Cutchogue, NY 11935 the more energy efficient the home.To $ 2,624 Builder: learn more,visit www.hersindex.com *Relative to an average U.S.home Monaghan Residence C/o Suter and S Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 34.9 $927 2016 New York ECCC Cooling 2.3 $61 2018 International Energy Conservation Code Hot Water 3.7 $97 2015 International Energy Conservation Code Lights/Appliances 33.5 $890 2012 International Energy Conservation Code Service Charges $164 2009 International Energy Conservation Code Generation (e.g.Solar) 0.0 $0 2006 International Energy Conservation Code Total: 74.3 $2,139 HERS'Index Home Feature Summary: Rating Completed by: 'ice Mme Energy Home Type: Single family detached ,So Model: custom home Energy Rater: Matt Wahl Existing 140 Community: n/a RESNET ID: 2572845 Homes 130 Conditioned Floor Area: 4,558 ft2 Rating Company: Energy Rating Service Inc 170 35 Tellar Dr,Islip Terrace,NY 11752 lia Number of Bedrooms: 6 Reference 100 Primary Heating System: Air Source Heat Pump•Electric•11 HSPF 631-566 8439 Home 90 Primary Cooling System: Air Source Heat Pump•Electric•20 SEER Rating Provider: Building Efficiency Resources B0 Primary Water Heating: Water Heater•Electric•3.77 UEF PO Box 1769 Brevard,NC 28712 70 `" 800-399-9620 so House Tightness: 2.75 ACH50 ��6 Ventilation: 150 CFM•105 Watts �3' 1� k, .m 4o This Home Duct Leakage to Outside: 82 CFM @ 25Pa(3.53/100 ftp ; r a,e�•-i.y ;t o Above Grade Walls: R-33 io Ceiling: Adiabatic,R-38 Ad ZeroEtiome o Window Type: U-Value:0.3,SHGC:0.3 Foundation Walls- R-19 Matt Wahl,Certified Energy Rater ®1017 Less Energy Digitally signed:8/17/21 at 9:37 AM REinET Elkotrope RATER • ekotrope The,Energy Rating Disclosure for this homeis available from the Approved Rating Provider. THs report does n•t constitute any warranty or guarantee. J New York ECCC 2020 Performance Compliance EN Property Organization Inspection Status f T reiAce 2750 Nassau Point Rd Energy Rating Service Inc Results are projected Cutchogue, NY 11935 Matt Wahl Model: custom home 631-566-8439 Community: n/a Builder R1070-1-275ONASSAUPOINT-MJW Monaghan Residence C/o 2750 Nassau Point Rd, Cutchogue Suter and Suter This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating' $2,132 $1,781 Cooling $149 $157 Water Heating $212 $212 Mechanical Ventilation $54 _ $108 SubTotal -Used to determine compliance $2,541-' $2,259 Lights&Appliances w/out Ventilation $1,621 $1,621 Onsite generation $0 $0 ,Total - - - -- - . . _ .. . Requirements 405.3 Performance-based compliance passes by 11.3% ® R402.4.1.2 Air Leakage Testing Air searing is 2.75 ACH at 50 Pa_It must not exceed 3.00 ACH at 50 Pa. !fir R402.5 Area-weighted average fenestration SHGC R402_5 Area-weighted average fenestration U-Factor �✓ R404.1 Lighting Equipment Efficiency Mandatory Checklist Mandatary code requirements that are not checked by Ekotrope must be met R403.6 Mechanical Ventilation Rate , R403.6.1 Mechanical Ventilation Efficacy �✓ R405.2 Duct Insulation Design exceeds requirements for New York ECCC 2020 Performance compliance by 11.3%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4.If rating is Projected,I certify that the building design described herein is consistent with the building plans, specifications, and other calculations submitted with the permit application- If rating is Confirmed, I certify that the address referenced above has been inspectedttested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Matt Wahl Signature: AW Organization: Energy Rating Service Inc Digitally signed: 8/17/21 at 9:37 AM I Ekotrope RATER-Version 3.2.4.2729 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. New York ECCC 2020 UA Compliance R Property Organization Inspection Status EN G �erytte 2750 Nassau Point Rd Energy Rating Service Inc Results are projected Cutchogue, NY 11935 Matt Wahl Model: custom home 631-566-8439 Community:n/a Builder R1070-1-275ONASSAUPOINT-MJW Monaghan Residence C/o 2750 Nassau Point Rd, Cutchogue Suter and Suter This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings . 0.0 0.0 Above-Grade Walls 183.0 162.7 Windows, Doors and Skylights 329.6 312.3 Slab Floor: 32.9 35.8 Framed Floors 65.8 53.8 Foundation Walls 50.2 32.1 Rim Joists 12.3 11.1 Overall UA(Design must be equal or lower): 673.8 607.8 Requirements 402.1.5 Total UA altemative compliance passes by 9.8%_ n 402.3.2Glazed SHGC_ g Glazed Average SHGC:0.30 Max SHGC:0.40 Fenestration _ R402.4.1.2 Air Leakage Testing Air sealing is 2-75 ACH at 50 Pa-It must not exceed 3.00 ACH at 50 Pa.- R402.5 a.- R402.5 Area-weighted average fenestration SHGC R402.5 Area-weighted average fenestration U-Factor R404.1 Lighting Equipment Efficiency t Mandatory code requirements that are not Mandatory Checklis - _checked by Ekotmpe must be met. R403.6 Mechanical Ventilation Rate i Q R403.6.1 Mechanical Ventilation Efficacy R403.3.3 Duct Testing Q 403.5.3 Hot water pipe insulation Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 9.8%. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 8/17/21 at 9:37 AM Ekotrope RATER-Version 3.2.4.2729 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. New York 2020 ECCC Compliance Report (ERI Pathway) Projected Energy Rating Index Report Property Organization Energy Rating Index Information Builder: Company:Energy Rating Service Inc Projected Rating Monaghan Residence C/o Suter and Phone:631-566-8439 Rating No: ' Suter Rater:Matt Wahl Rater ID (RTIN):2572845 Address: Date Rated:2021-08-13 2750 Nassau Point Rd, Cutchogue, NY 11935 Estimated Annual Energy • • • Rated Home Calculated Energy Use Rated Home Cost($/yr) (MBtu) Heating 34.9 $927 Cooling_ 2.3 $61 Water Heating 3.7 $97 Lights&Appliances 33.5 $890 Photovoltaics 0.0 $0 Total Based on standard operating conditions ERI with PV:59 ERI without PV:59 Annual Estimates Electric(kWh):21,769.7 CO2 Emissions (Tons):9.4 Natural Gas(Therms):0.0 Maximum - • • •- . - • .- PASS This home MEETS the Energy Rating Index Score requirement of New York 2020 ECCC Compliance Report (ERI Pathway)for Climate Zone 4. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not verifie y E�gtrope. Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 8/17/21 at 9:37 AM RatiRg',Provider Data • A�yAoaroAcei Company:Building Efficiency Resources Address:PO Box 1769 Brevard, NC 28712 Phone#:800-399-9620 � Fax#:877-399-1361 CRfDrr,,r 00 To determine if a provider is properly accredited go to:www.resnetus/professionallprograms/search—directory (Projected. Confirmation required.) Climate Zone 4 MandatoryRequirements Provision Number Topic Compliance Decision 2010 ECCCNYS Table Building thermal envelope minimum insulation levels and PASS 402.1.1 or 402.1.3 maximum fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4.1.2 Envelope air leakage maximum leakage rate PASS R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO R402.4.1.1 R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances PASS* R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS (SHGC)PASS R403.1.2 Heat pump controls PASS* R406.2 Ducts outside of conditioned space to be insulated to a PASS* minimum of R-6. R403.3.2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts in unconditioned space . PASS* R403.3.5 Building cavities not used as ducts. PASS* R403.5.1 Heated water circulation and temperature maintenance PASS* systems comply R403.5.3 Hot water pipe insulated to R-3 PASS R403.6 Mechanical ventilation meeting the requirements of the IRC PASS* or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit R403.8 Systems serving multiple dwelling units to meet the PASS* mechanical requirements of IECC commercial code. R403.9 Snow melt and ice system controls installed where applicable PASS* R403.10 Pools and permanent spa energy consumption meet PASS* requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS* R404.1 High efficacy lights installed in 90%of permanently installed PASS fixtures. This is a projected rating.These items must eventually be field-verified by the Rater, Field Inspector,Code Inspector,or Builder. 1 2750 Nassau Point Ind P Cutchogue, NY 11935 Builder: Monaghan Residence C/o Suter and Suter Model: custom home Community: n/a This report is based on a proposed design and does not confirm field enforcement of design elements. HOME 1S CERTIFIED TO MEET THE NEWYORK t ENERGY CODE Building Features Ceiling Adiabatic, R-38 Duct Supply R-8.0, Return R-8.0 1 Above Grade Walls R-33 Duct Leakage to Outside 82 CFM @ 25Pa (3.53/ 100 ft') 1 Foundation Walls R-19 Total Duct Leakage 82 CFM @ 25Pa (Post-Construction) i Framed Floor R-30 Heating Air Source Heat Pump • Electric• 11 HSPF Slab R-0.0 Perimeter, R-0.0 Under Cooling Air Source Heat Pump • Electric•20 SEER Infiltration 2.75 ACH50 Water Heating Water Heater• Electric• 3.77 UEF Window U-Value: 0.3, SHGC: 0.3 e As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4.if rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application-If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Matt Wahl Signature: 9 Organization: Energy Rating Service Inc Digitally signed: 8/17/21 at 9:37 AM Ekotrope RATER-Version 3.2.4.2729 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. Air Leakage Report Property Organization Inspection Status EN6reAce 2750 Nassau Point Rd Energy Rating Service Inc Results are projected a Cutchogue, NY 11935 Matt Wahl Model: custom home 631-566-8439 Community: n/a Builder R1070-1-2750NASSAUPOINT--MJW Monaghan Residence C/o 2750 Nassau Point Rd, Cutchogue Suter and'Suter General Information Conditioned FloorArea[ftJ 4,558 Infiltration Volume[ftp] 44,588 Number of Bedrooms 6 Air Leakage Measured Infiltration 2.75 ACH50 ACH50(Calculated) 2.75 ELA[sq. in.] (Calculated) 112.40 ELA per 100 s.f.Shell Area(Calculated) 1.078 C CFM50(Calculated) 2,044 CFM50/s.f. Shell Area (Calculated) 0.196 Duct Leakage System 1 System 2 System 3 Leakage to Outdoors 25 CFM @ 25Pa(2.3 82 CFM @ 25Pa 25 CFM @ 25Pa /100 ft.) (3.53/100 ft-) (2.18/100 fF) Total Leakage Test Type Post-Construction Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 25.0 82.0 25.0 Total Leakage[CFM25/100 s.f.] 2.3 3.5 2.2 Total Leakage[CFM25/CFA] 0.023 0.035 0.022 Mechanical Ventilation Rate[CFM] 150 CFM Hours per day 16.0 Fan Power 105 Watts Recovery Efficiency% 77.0 Runs at least once every 3 hrs? true Average Rate[CFM] 100.0 CFM 2010 ASHRAE 62.2 Req. Cont.Ventilation 98.1 2013 ASHRAE 62.2 Req. Cont.Ventilation 99.7 Ekotrope RATER-Version 3.2.4.2729 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Building Summary EN reAe Property Organization Inspection Status (j /jp 2750 Nassau Point Rd Energy Rating Service Inc Results are projected Cutchogue,NY 11935 Matt Wahl Model:custom home 631-566-8439 Community n/a Builder R1070-1-2750NASSAUPOINT--MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter General Building Information Number Of Bedrooms 6 Number Of Floors 3 Conditioned Floor Area[sq.ft_] 4,558 Has Electric Vehicle Ready Space No Unconditioned,attached garage? No Conditioned Volume[cu.ft.] 44,588 Total Units in Building 1 Residence Type Single family detached Floor Number - Modelcustom home Community Na -Climate Zone 4A l Foundation Wail Name Library type Height Above Grade Depth Below Grade Perimeter, Location Enclosing Basement Walls R191 1 7.5 103 Exposed Exterior Conditioned Space Foundation Wall Library List Name Feet From Wall Top To Feet From Wall Top To Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R- Continuous Insulation' Continuous Insulation value Top Bottom R191 N/A NIA Yes NIA N/A 19.00 Slab Name Library type Perimeter Floor Grade Carpet R Exposed Surface Area Location Enclosing Masonry Area Basement Uninsulated slab 111 Below Grade 0 0 923.0 ft' Exposed Exterior Conditioned Space Basement-Walk Out Uninsulated slab 24 On Grade 0 0 48.0 ft' Exposed Exterior Conditioned Space Slab Library List Name Wall Construction Slab Completely Underslab Perimeter Perimeter Thermal Break Effective R-value Type Insulated. Insulation Width[ft]Insulation Depth[ft] Insulation R Value Uninsulated slab Wood Frame/Other No 0 0 0 No 0.00 1 Building Summary ENEWy reAke Property organization Inspection Status G�/jQ 2750 Nassau Point Rd Energy Rating Service Inc Results are projected Cd/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631566-8439 Community.n/a Builder R1070-1-2750MASSAUPOINT--MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter MF Name Library type Carpet R Floor Grade Surface Area Location Basement Ceiling R30,FG2,10-16 eko w/o 0 Above Grade 1,021.0 T Insulated Unconditioned sheetrock Basement Garage Ceiling R30,HDF1,12-16 eko 0 Above Grade 380.0 IF Unconditioned,attached garage Framed Floor Library List Name Effective R-value R30,FG2,10-16 eko w/o sheetrock. 25.004 R30,HDF1,12-16 eko 29.407 Rim Joist Name Library Type Surface Area Location I-amb R 19.0 132.0 W Exposed Exterior base-ambEE R 19.0 135.0 112 Exposed Exterior Rim Joist Library List Name Effective Insulation R-value R 19.0 19.00 WaIJ Name Library Type N01"Opr MENIurface Area Location 2x4 Exterior Walls 1 R21,HDF1,4-16 eko Medium 656.0 ft= Exposed Exterior 2x4 Exterior Walls 2 R21,HDF1,4-16 eko Medium 888.0 ft, Exposed Exterior 2x6 Exterior Walls 1 R32,HDF1,6-16 Wood Shingles Eko Medium 1,520.0 ft' Exposed Exterior 2x6 Exterior Walls 2 R32,HDF1,6-16 Wood Shingles Eko Medium 240.0 ftz Exposed Exterior 2 Building Summary ENreAe Property Organization Inspection Status G 71p 2750 Nassau Point Rd Energy Rating Service Inc Results are projected c/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631-566-8439 . Community:n/a Builder R1070-1-2750MASSAUPOINT--MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Name Library type Surface Color Surface Area Location Base To Base R21,FG2,6-16 GCW ek'o Medium 68.0 ft' Insulated Unconditioned Basement Basement Walk out R21,HDF1,4-16 eko Medium 204.0 ft' Exposed Exterior Gable Walls R32,HDF1,6-16 Wood Shingles Eko Medium 300.0 ft' Exposed Exterior Garage Common Wails R21,HDF1,4-16 eko Medium 179.0 ft' Unconditioned,attached garage Wall Library List Name Effective R-value R21,FG2,6-16 GCW eko 15.434 R21,HDF1,4-16 eko 16.81 R32,HDF1,6-16 Woad Shingles 21.757 Eko Nil Glazing Name Library type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Deptn Top Bottom Assignment Unnamed Glazing U:0.30, 2x4 Exterior Yes 2 1 5 East 51.0 ft' SHGC:0.30 Walls 2 Unnamed Glazing U:0.30, 2x6 Exterior Yes 0 0 0 East 84.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, 2x4 Exterior Yes 2 1 5 East 19.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, 2x4 Exterior Yes 2 1 6 East 48.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, 2x4 Exterior Yes 6 2 8 East 16.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, Basement Walk Yes 0 0 0 East 67.0 ft' SHGC:0.30 out Unnamed Glazing U:0.30, 2x6 Exterior Yes 0 0 0 West 32.0 ft' SHGC:0.30 Wails 2 Unnamed Glazing U:0.30, 2x6 Exterior Yes 0 0 0 West 124.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, 2x6 Exterior Yes 2 1 8 West 144.0 ft' SHGC_0.30 Walls 1 Unnamed Glazing U:0.30, 2x6 Exterior Yes 2 1 6 West 16.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, 2x6 Exterior Yes 2 1 4 West 22.0 f17- SHGC:0.30 =SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, 2x4 Exterior Yes 0 0 0 South 23.0 ft' SHGC:0.30 Walls 2 3 Building Summary EN Property organization Inspection Status npreAe 2750 Nassau Point Rd Energy Rating Service Inc Results are projected c/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631566-8439 Community:n/a Builder R1070-1-2750NASSAUPOINT--MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Name' Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top bottom Assignment Unnamed Glazing U:0.30, 2x6 Exterior Yes 0 0 0 South 56.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, 2x6 Exterior Yes 2 1 6 South 80.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, Basement Walls Yes 0 0 0 South 12.0 T SHGC:0.30 I Unnamed Glazing U:0.30, 2x4 Exterior Yes 0 0 0 North 32.0 ft= SHGC:0.30 Walls 2 Unnamed Glazing U:0.30, 2x6 Exterior Yes 2 1 4 North 64.0 ft' SHGC:0.30 Walls 2 Unnamed Glazing U:0.30, 2x6 Exterior Yes 0 0 0 North 5.0 ft' SHGC:0.30 Walls 1 Unnamed Glazing U:0.30, Basement Walls Yes 0 0 0 North 13.0 ftl SHGC:0.30 Unnamed Glazing U:0.30, 2x4 Exterior Yes 2 1 5 West 15.0 ft' SHGC:0.30 Walls 2 Unnamed Glazing U:0.30, Basement Walk Yes 0 0 0 West 20.0 ft' SHGC:0.30 out Glazing Library List Name Whgc�� U-factor U:0.30,SHGC:0.30 0.3 0.300 i Skylight None Present Slryli.ght Library List None Present I 4 Building Summary EN 6Y Property Organization Inspection Status Q �jp erj11CP 2750 Nassau Point Rd Energy Rating Service Inc Results are projected C/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1070-1-2750NASSAUPOINT-MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Opaque Door Name Library type Wall Assignment Foundation Wali Emittance Solar Surface Color Surface Area Location Assignment Absorptance Base to Garage R5 steel insul Garage Common ' 0.9 0.75 Medium 21.0 IF Exposed Exterior Walls Base to base R5 steel insul Basement Walk 0.9 0.75 Medium 42.0 ft' Exposed Exterior out Front 2-1/4 Wd solid 2x6 Exterior Walls 0.9 0.75 Medium 24.0 ft' Exposed Exterior core 1 Opaque Door Library List Name Effective U-tactor 2-1/4 Wd solid core 0.357 R5 steel insul 0.330 Roof I�nsula�tion Name Librarytype Attic ExteriorArea[ft'] Clay or Concrete Roof Surface Color Surface Area Location Tiles Roof Rafters 2x10 R38,LDF1,10-16s eko 2,568 No Dark 2,568.0 ft' Conditioned Space (4diabatic) Roof Rafters 2x8 R38,LDF1,10-16s eko 290 No Dark 290.0 ft' Conditioned Space 6diabatic) Roof Insulation Library List Name Has Radiant Barrier Effective R-value R38,LDF1,10-16s eko No 31.508 Whole House Infiltration Infiltration Measurement'Type Shelter Class 2.75 ACH at 50 Pa Blower-door tested 4 J 5 Building Summary EN6reAe Property Organization Inspection Status f 11Q 2750 Nassau Point Rd Energy Rating Service Inc Results are projected �c// Cutchogue,NY 11935 Matt Wahl Madel:custom home 631-566-8439 Community:n/a Builder R1070-1-275ONASSAUPOINT-MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Mechanical 1/entiiation Ventilation type Ventilation Rate[tV/ Operational hours per day Fan Watts Runs once every three Energy Recovery Percent Minute] hours HRV 150 CFM 16 105 Watts Yes 77 Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 Onsite Generation None Present / JIMnsite Generation Library List None Present SOGenRatio Billn None Present Dehumidifier None Present Dehumidifier Library List None Present 6 Building Summary ENWrm Property Organization Inspection Status lltZ 2750 Nassau Point Rd Energy Rating Service Inc Results are projected C/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1070-1-2750NASSAUP0INT--MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Conditioning Equipment Name Library Type Heating Percent Load Cooling Percent Load Hot Water Percent Load Location 1stFloor 34.2K,11HSPF,19.5SEER 50% 50% 0% Unconditioned Basement/ Crawlspace 1st/Basement 22.8K,11HSPF,19.5SEER 25% 25% 0% Conditioned/Sealed Attic 2nd Floor 22.8K,11HSPF,19.5SEER 25% 25% 0% Conditioned Space Water Heating Electric,IT,80gal,3.70EF 0% 0% 100% Unconditioned Basement f Crawispace E-quipment Type: 22.8K,11HSPF,19.5SEER Equipment Type Air Source Heat Pump Fuel Type Electric Distribution Type _- _ Forced Air Ductless Motor Type ECM(Variable Speed) _Heating.Efficiency _ 11 HSPF Heating Capacity[kBtu/h] 22.4 Backup Fuel Type Electric _ Switchover Temperature['F] 0 Backup Heating Efficiency 1 Adjusted Efficiency Use default Supplemental Heat No Supplemental Heat[kW_ _ 10 Cooling Efficiency 20 SEER Cooling Capacity[kBtu/h]_ 22.8 Equipment Type: 34.2K,11HSPF,19.5 SEER Equipment Type _ Air Source Heat Pump . Fuel Type Electric Distribution Type Forced Air Ductless Motor TypeECM(Varia_ble Speed) Heating Efficiency-= - u _ _ 11 HSP_F Heating Capacity[kBtulh] 33 Backup Fuel Type - Electric - Swdchover Temperature[°F] 0 Backup Heating Efficiency 1 Adjusted Efficiency Use default Supplemental_Heat No Supplemental-Heat[kVV] _ 10 Cooling Efficiency 20 SEER Cooling Cepaci#y[kBtu/h] 34.2 1 7 Building Summary Property Organization Inspection Status ENEWt,G�?JII/ren�u 2750 Nassau Point Rd Energy Rating Service Inc Results are projected e/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631=566-8439 Community:n1a ' Builder ' R1070-1-2750NASSAUPOINT-MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter 1#1 AIR0,11 E=quipment 'Type: Electric,IT,80ga1,3.70EF Equipment Type Water Heater Fuel Type Electric Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 3.77 UEF Tank Capacity(gal.) 80 =Distribution System Distribution Type Forced Air Heating Equipment 2nd Floor Cooling Equipment 2nd Floor Sq.Feet Served 1,_087 #Return Grilles 4 Supply Duct R Value 4 Return Duct R Value 4 Supply Duct Area(ft2] 293.49 Return Duct Area[ftp] 217.4 Leakage to Outdoors 25 CFM @ 25Pa(2.3!100_W) Total Leakage25 CFM25 Total Leakage Duct Test Conditions Past-Construction_ Use Default Flow.Rate Yes Duct 1 - Duct Location Conditioned Attic(insulated walls and Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned_Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply-Area 0 Percent ReturArea 0 Duct 4 Duct Location Conditioned_ Space Percent_Supply Area 0 Percent Return Area 0 Duct 5 Duct Location _ Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud 6 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 8 Building Summary EN6reAe -Property Organization Inspection Status t? II(I 2750 Nassau Point Rd Energy Rating Service Inc Results are projected C/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1070-1-2750MASSAUPOINT-MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Distribution System Distribution Type Forced Air Heating Equipment 1st Floor Cooling Equipment 1st Floor_ Sq.Feet Served 2,_324 #Return Grilles 1 Supply Duct R Value 8 Retum Duct R Value 8 Supply Duct Area[ftp] 627.48 Return Duct Area[ft9 116.2 Leakage to Outdoors 82 CFM @ 25Pa(3-53/100 W) Total Leakage 82 CFM25 Total Leakage Duct Test Conditions_ Past-Construction Use Default Flow Rate Yes Duct 1 Duct Location Basement(insulated basement ceiling) Percent Supply Area 100 Percent Return Area 100 Duct.2 _Duct Location Conditioned Space _ Percent Supply Area 0 Percent Return Area 0 Duct 3 _ Duct Location Conditioned Space Percent Supply Area 0 Percent Retum 0 Area Duct 4 Duct Location Conditioned d Space Percent Supply Area 0 _Percent Return Area 0 Duct 5 - Duct Location _ Conditioned Space Percent Supply Area 0 _Percent Return Area 0 Duct 6 _ Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 J 9 1 Building Summary ENVYProperty Organization Inspection Status Q IjQ BTJ1tGC 2750 Nassau Point Rd Energy Rating Service Inc Results are projected �/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder " R1070-1-2750MASSAUPOINT--MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Distribution System 1 Distribution Type Forced Air Heating Equipment 1 st/Basement Cooling Equipment 1st/Basement Sq.Feet Served 1,147 #Return Grilles 2 Supply Duct R Value 4 Return Duct R Value 4 Supply Duct Area[ftp] 309.69 Return Dud Area[ftJ 114.7 Leakage to Outdoors_ 25 CFM @ 25_Pa(2_.18/100 ft') Total Leakage _ 25 CFM25 Total Leakage Dud Test Conditions Post-Constru_cion Use Default Flow Rate Yes Dud 1 Duct Location Conditioned Attic(insulated walls and Percent Supply Area 100 Percent Reiu'mArea 100 Duct 2 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location _ _ Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location -Conditioned Space Percent Supply Area 0 Percent Return Area 0 Ceiling Fan Has Ceiling Fan No Cfrn Per Watt 100 Water Distribution Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe.Length[ft] _ 88 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No _ Recirculation System Pipe Loop Length[ft) 25 Drain Water Heat Recovery? No 10 , I Building Summary Enf7Tr Property organization Inspection staves Clllll8 2750 Nassau Point Rd Energy Rating Service Inc Results are projected Cutchogue,NY 11935 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1070-1-275ONASSAUPOINT--MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Clothes Dryer 11 IMMM, Cef 2.6173913 Fuel Type Electric Field Utilization Moisture Sensing Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type HERS Reference Clothes Washer Label Energy Rating 704 kWh%Year Annual Gas Cost $23.00 Electric Rate $0.08/kWh Gas Rate $0.58ITherm Capacity 2.874 Imef 0.33052632 Defaults Type HERS Reference Is Outside Conditioned Space No Clothes Washer Available Yes Dishwasher 11111,11 Dishwasher Efficiency 325.75758 kWh Dishwasher Size Standard is Outside Conditioned Space No Appliances and Controls Programmable thermostat?. Yes Range/Oven Fuel Electric_ Convection Oven? Yes Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 970 kWhfYea_r Refrigerator Outside Conditioned Space? No 11 Building Summary ENYProperty Organization Inspection Status !! tIQ e!T/!ce 2750 Nassau Point Rd Energy Rating Service Inc Results are projected C/ Cutchogue,NY 11935 Matt Wahl Model:custom home 631-566-8439 Community:n/a Builder R1070-1-2750NASSAUPOINT-MJW Monaghan Residence C/o Suter and 2750 Nassau Point Rd,Cutchogue Suter Notes MSW 08/17/2021 HOUSE DESCRIPTION -EKOTROPE SOFTWARE VERSION 3.2.4 -HERS RATING ONLY -NEW HOME -BASEMENT WALKOUT -HERS INDEX,2020 IECC -ELECTRIC -9:12,6:12 PITCH -4558SQFT,44588CUFT -6 BEDROOMS -2 STORY -FRONT OF HOUSE FACES EAST -MECH ROOM HOUSES 2 AIR HANDLER,2 AC COIL,2 HOT WATER COIL, 1 HW -ATTIC HOUSES 1AIR HANDLER,1 A/C COIL,1 HOT WATER COIL -IAQ_HRV 150 CFM X24HRS -SOLAR WA 9:12 PITCH r 1 12 r RESNET HOME ENERGY ENr f nCS�ervue RATING Standard Disclosure For home(s) located at: 2750 Nassau Point Rd, Cutchogue, NY Check the applicable disclosure(s): Wi 1.The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 02. In addition to the rating, the Rater or the Raters employer has also provided the following consulting services for this home: OA. Mechanical system design WjB. Moisture control or indoor air quality consulting WiC. Performance testing and/or commissioning other than required for the rating itself WID. Training for sales or construction personnel []E. Other(specify) 03. The Rater or the Rater's employer is: []A. The seller of this home or their agent El B. The mortgagor for some portion of the financed payments on this home C.An employee, contractor, or consultant of the electric and/or natural gas utility serving this home B4.The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems Rater Employer Rater Employer Thermal insulation systems Bj Rater Employer j Rater Ej Employer Air sealing of envelope or duct systems Rater Ei Employer Mi Rater EjEmployer Energy efficient appliances Rater Employer Rater Employer Construction(builder, developer, construction contractor, etc) Rater Employer Rater Employer Other(specify): Rater Employer Rater Employer []5.This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling" of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). Rater Certification #: 2572845 Name: Matt Wahl Signature: A40 Organization: Energy Rating Service Inc Digitally signed: 8/17/21 at 9:37 AM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https://standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Builder Affidavit Property Organization Inspection Status ��J 'aTerUice 2750 Nassau Point Rd Energy Rating Service Inc Results are projected Cutchogue, NY 11935 Matt Wahl Model: custom home 631-566-8439 Community: n/a Builder R1070-1-2750NASSAUPOINT-MJW Monaghan Residence C/o 2750 Nassau Point Rd, Cutchogue Suter and Suter r Important Notice to Builder Builder affirms in this affidavit that all building characteristics described in the Building Summary Report accurately reflect this New Home. Builder agrees to allow the Home Energy Rating System (HERS) Provider and/or Rater to verify building characteristics of this New Home fully at the HERS Rater/Provider's discretion.The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner. Builder is responsible for taking any actions necessary to protect Builder's interest.There is no guarantee or warranty whatsoever expressed or implied from the HERS Provider or Rater. HERS@ Index Score:52 Builder Name: Monaghan Residence C/o Suter and Suter Builder Signature: Name: Matt Wahl Signature: Organization: Energy Rating Service Inc Digitally signed: 8/17/21 at 9:37 AM Ekotrope RATER-Version 3.2.4.2729 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. i .7 i ;i r . r r` r tt AUG 1 A 2023 BUILDING DEPT. TONA .I'FOi"TJ AUG 1 4 2023 BUILDING DEPT. TOWN :T Four , 1 «-n ( y ' � M s A i arm 4 r 1w 1 Taw i AUG 1 4 2023 BUILDING DEPT. TOWN FIELD INSPECTION REPORT DATE COMMENTS 1,240.4 I�12.lhf' c Q #�I y, �►d nj FOUNDATION (IST) U) ------------------------------------ �C FOUNDATION (2ND) z Lly a/ v In �fK/ rb y ROUGH FRAMING& PLUMBING 6VK h0*4 D INSULATION PER N.Y. N h `k- % �:j ms STATE ENERGY CODE ( SZ I.fPi . Go d n�r� FINAL ADDITIONAL COMMENTS V6 o l ° VZ;mo reed Q ro ------------------- CNS ly z o x o d Cly `� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Gym Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • Telephone (631) 765-1802 Fax (631) 765-9502 bZs://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: E C E LJ Applications andjorms must be filled.out in�their:enti�ety.,Incomplete. NOV 3 0 2021 applications Will not be.accepted. Where;the•Applicant,is,noCthe owner,,an BUILDING DEPT. Owner's Authorizatiomform(Page 2)'shali be coMbleted. ;( TOWN OF SOUTHOLD Date:November 3, 2021 OWNER(S)OF",PROPERTY: ; Name:Kenneth Monaghan SCTM #1000-104-12-16 Project Address:2750 Nassau Point Road, Cutchogue Phone#:516-581-2751 Email:kenmonaghan@mac.com Mailing Address:2 Greenside Ct., Durham, NC 27707 CONTACT PERSON: Name:Bruce Anderson - Suffolk Environmental Consulting, Inc. Mailing Address:PO Box 2003, Bridgehampton, NY 11932 Phone#:6315375160 Email:bruce@suffolkenvironmental.com DESIGN,PROFESSIONAL,INF,.ORMATION: , Name:Richard Suter, RA, Suter and Suter Mailing Address:P. O. Box 79, Cutchogue, NY 11935 Phone#:516-971-1063 Email:suterandsuter@gmail.com .CONTRACTOR,INFORMATION: Name:North Fork Woodworks, Inc. Mailing Address:P. O. Box 1407, Southold, NY 11971 Phone#:631-298-7900 Email:rachet@nfwoodworks.com DESCRIPTION OF PROPOSED-CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 " • . PR£>Al:itT INF, Rt1i#ATi Existing use of property:Resid@Ciila� Intended use of property:Res(der> l _._•_. .....__ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Ria. --_-.. _ .... this property? iii.Yes Wo IF YES,PROVIDE A COPY. �'... .... ..... .. N,i:.,.:,.i.,.'r.,wwr•. .•..�,.t'......, .. Siy'� �i�':t,e,'i;;. �11.Chetk bax After:ii i` `. W 7htt siloiarsr+r�iMif�cil�"'. ,�I r...:,; Q►tpter236cstthsTa n,Cadrt.RaPLtGTK f�Ft£k2EbYM60S#trthr8Wdi sihtaz i`o bZoazii;r+ i�ad.orthe€otsmcrsisuSa+ aik.+6un lteibrx+�rkandimtscri b at `pu +MR ! k?sr`, > pQiaseb 4: aipeyriactks'+arrii+ias,,'r `; atfd€ftOtiira3hww.eti4risq�'fiiirtritmpYiftis,�sn%n"ni�ialzhcrahiidesnt€3td 71ht ficsnr fo" '�°` �•.: $ �"`° txaisis,�tocS+�'sratee�sNatiarfstiitlM�iettio�t3aiuRfyad�Slti3oisgr+8�etc�#rammt►�tirt5j R �f Vii[," �'• `"_ ACDie�7ttla�till ���fCNliLtC& iy't fA�e!#��'tNi7rMtI73"i0l=`•,; pUOfS rtl�StS�"ilttCatK9t l6,SaeY�I10`4S Qft#e lfd+�7X�ili: `ry ""."'°`�'"`v,. ''� . •., if...M1 .T.�..dJ.C:i'4�.bd..fiis'.n..�:}'�',.q ,•'..c;:",:,ss;..y Application Submitted By(print name): ®Autharized Agent 130wner .........................•...,.. Signature of Applicant: Date. STATE OF NEW YORK) SS: COUNTY OF Bruce A. Anderson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duty authorized to perform or have performed the said work and to snake and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 4-day of V 20 tR��F'fiMiB D. I VAN S NARY PUBLIC-STATE'OF NEW YORK PROPERTY OWNER A LITHO BZ8TLOA# No.01 IV6053859 alifi,d in Suffolk County (Where the applicant is not the owWbommission Expires 01-22-@94.6. . Zo 2S I Kenneth Monaghan residing at 2 Greenside Court, Durham North Carolina 27707 do hereby authorize Bruce Anderson - Suffolk Env. Ctoapply on my behalf a Tow f Southold Building Department for approval as described herein. owner's Slgnatur Date Kenneth Monaghan Print Owner's Name 2 n r.. P O ERTY;INFORMAT[O Existing use of property:Residential Intended use of property:Resid ential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property?. C]Yes @No IF YES, PROVIDE A COPY. ;.@Check Box After heading. The awrier contractor des n 'rofesslonal is res onsible for alt dralna` and storm water issues as ided b ..- .�. .� .� p.. . P ite t� y • .: - *.fSiapte"r'236 of d►e,Town`Cade,'" "APPLtCi4TtoN IS HEREBY MAOE•to the Buitdini Department fai the lssuanae of is B6U618't►errnEt pursuant to the'Bulldinjt Zone :..is Ordtnanoe of the Town of Seiittiold;Suffolk;County,New Yark and other applicable laws;_ordinarrces ar,Regulati96s;fioi,the constmcdon of buildinjs;' >:`;••.= ;additions,akeratloni or.for remowl or dematition as hereto described:The appUcarit;aarees to complywleh`all uppUitabk laws;ordinances,FiuUdfng code; houainj code and reaukrtions send to iuhnit authorised lnspedora on preinlses"arid M bntldkWs)for,necessan inspections.False statements made he reWi purtish0ble as;a Class:A mtsderneanar purauantAto Section 210.45 of the New Yank State Pena!lnw::r Application Submitted By(print name): @Authorized Agent Downer Signature of Applicant�.A, Date: STATE OF NEW YORK) 55: COUNTY OF Suffolk ) Bruce A.Anderson-Suffolk Environmental Consulting,Inc being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 21 day of t 20 Notary PuuP�II1 1VTAfTHEW D. IVANS NOTARY PUBLIC-STATE OF NEW YORK No.01 IV6053859 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires 01-22-200& Kenneth Monaghan residing at 2 Greenside Ct., Durham,NC 27707 I, Bruce A.Anderson-Suffolk Env. Cons. Inc. do hereby authorize to apply on my behalf o the n of Southold Building Department for approval as described herein. Ow er' siglu4ure Date Kenneth Monaghan Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 24, 2021 TO: Robert Anderson(Monaghan) PO Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated March 5, 2021: For permit to: construct additions and alterations to an existing single-family dwelling at: Location of property: 2750 Nassau Point Road, Cutcho ug e,NY County Tax Map No. 1000 - Section 104 Block 12 Lot 16 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 37,127 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum side yard setback of 15 feet. The plan shows the minimum side_yard setback of 9.5 feet. Ph _­_ Authorized S na Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson SOF $O(/j�, 53095 Main Road•P.O.Box 1179 � alp Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes y� Town Annex/First Floor, Robert Lehnert,Jr. �. �O� 54375 Main Road(at Youngs Avenue)' Nicholas Planamentotel,fCOU So VED http://southoldtownny.gov ZONING BOARD OF APPEALS AUG ."2 3 202 . TOWN OF'SOUTHOLD �• Tel.(631)765-1809-Fax(631)765-9064 Sou old Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATE METING OF AUGUST 19,2021 i '-' = `�='� V L ZBA FILE: #7517 FEB - 3 2022 NAME OF APPLICANT. Kenneth Monaghan PROPERTY LOCATION: 2750 Nassau'Point Road,Cutchogue,NY SCTM: 1000404-12-16 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the propertyurrder�cansidertion 1i] is application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated May 3; 2021 stating that this,application is considered a matter for.local.determination as there appears to be". no significant county-wide.or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application-is listed under the Minor Actions exempt list and is not subject to review under.Chapter 268. . PROPERTY FACTSMESCRIPTION: The subject, 37,127 square feet, .852 acre, rectangular-shaped, non conforming parcel loeated'in the R40 Zoning District'measures 99.:96 feet along Nassau' Point Road then tuns west 401.4 feet along two residentially developed lots to the south,then runs north 114.22 feet along Vanston Road then returns 342 feet along a residentially developed lot to the north,.back to Nassau Point Road. The property-is .- developed ropertyisdeveloped with a two-story wood-frame dwelling with garage underneath, a gravel driveway,wood retaining walls, covered slate entry.platform,walkways and a slate patio as described on the survey prepared by Jeffrey W.Haderer, LLS and last revised March-2,,202 L. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's,March.24;.2021 Notice of Disapproval based on an applicatioh for a permit to construct additions and alterations to an existing single-family dwelling; at 1)located less than the code minimum required side yard setback of 15 feet; located at: 2750 Nassau Point Road, Cutchogue,NY. SCTM No. 1000-104.-12-16. RELIEF REQUESTED: The applicant requests a variance for alterations and additions to a single-family residence, consisting of an addition of 10 feet by 10.6 feet expansion of a dining room, for an additional 110 square feet of living space and to maintain an existing side yard setback of 9.2 feet. The proposed alteration (as part of a larger expansion of the house with conforming setbacks)proposes the continuation of the existing south exterior wall at 9.5 feet from the property line where the code requires a minimum side yard setback of 15 feet. ADDITIONAL INFORMATION: The proposed expansion of the residence requiring a side yard variance is for a one-story addition. The neighbor to the south,most impacted by this application has a home sited on an embankment at a higher elevation as a result of the natural topography of the Nassau Point enclave. An immediate neighbor to the north of the property (on the opposite side from the proposed addition) opined in writing prior to the public l a Page 2,.August 19,2021 #7517 Monaghan SCTM No. 1000-104-12-16 hearing and also spoke in person. Letters of support for this application were.received. The subject residence is located on a`through'lot with road frontage on both Nassau Point Road and Vanston-Road;the residence'is orientated towards Nassau Point Road with the architectural rear fagade on Vanston Road.: The applicant provided stamped architectural plans prepared by Richard M. Suter, R.A. dated October 1.4, 2020 illustrating the scope of renovations applied for with the Town of Southold Building Department, including floor Plans illustrating.the expansion area of the existing dining room (subject of this application)-. The subject.parcel does not have.any prior variance.relief. Residential improvements are covered by.the following Certificates:of Occupancy: .. Z-14526 Issued.June 17, 1986, covering an existing.wood framed dwelling:with accessory shed and retaining wall. Z-22763. Issued December 2, 1993,covering additions and alterations to a one-family dwelling. The applicant's agent.provided multiple.Zoning Board'. Deals decisions.granting similar.relief sought on Nassau Point Road on August 5,2020,prior to the public hearing and also reviewed eacli decision as part of the record. FINDINGS.OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public.hearing on this application on.August 5,2021 at.which time written and oral evidence were presented. Based upon;all testimony;documentation,personal inspection of the property and surroig ding.neighborhood,and other evidence,the.Zoning Board:finds the following;facts to be true.and :relevant:arid makes the following:findings: L Town.Law•$26.7-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of.the neighborhood or a detriment to nearby properties. The Nassau Point community was.originally developed in the 1920's with a network of roadways servicing irregular-shaped,non-conforming lots following the craggy coastline of a peninsular location...Many lots were created to take advantage of either.a.beachfront or creekfront location with the `in fill', of upland-lots following the natural topography and elevation of the peninsula.: Most of.Nassau Point is heavily.treed..with native vegetation and most.of the original homes have been updated and.expanded to meet current needs. The subject expansion of the residence to allow for an enhanced dining room is well within the character of the present housing stock and is also shielded by the terrain to the south,where the one-story proposed addition will not visibly be recognizable by an immediate neighbor or from the street. 2. Town Law 4267-b(3)(b)(2)..The benefit sought.by the applicant can be achieved by some.method, feasible for the applicant topursue;.other than an area variance. The applicant.could maintain the existing dining room in its present size and location or could alter the existing residence to accommodate a new dining room in another location. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 36.6%relief from the code. However, the applicant proposes to maintain the existing one-story southern facade, to achieve an enlarged dining room,at the closest point of 9.5 feet from the lot line without encroaching upon the existing 9.2 feet side yard setback. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-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. Page 3,August 19,2021 #7517 Monaghan SCTM No. 1000-104-12-16 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions consisting of 10 feet by 10.6 feet, 110 square feet,expansion of an existing dining room while preserving and protecting the character of the neighborhood 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 Dantes,and duly carried, to GRANT.the variance as applied for,and shown on the survey prepared by Jeffrey W.Haderer,LLS and'lasi updated March 2,2021. SUBJECT TO THE FOLLOWING CONDITIONS:. 1. The southern faeade of the residence shall remain single-story as illustrated in the floor plans prepared by Richard M. Suter,Architect,prepared October 14,.2020. Condition for Possible Demolition if applicable 2. .Priorto receiving a building permit,the owner(s)of the subject property cited herein must sign a statement acknowledging:. l a.That the appicant(s)have read this determination and understand the limits of the variance relief . granted herein; . b: That the applicant(s)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 it-ion thereof or to.impose thereon one or more new conditions, such approvals or,any term.or cond pursuant to Article XXV, Section 280=141 of the Town Code. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the.Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey,.site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals.. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other 1 NOTE: 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 w. 1 Page 4,August 19,2021 #7517 Monaghan SCTM No. 1000-104-12-16 features as are expressly,addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Pursuant to Chapter 280-146(B) of fihe Code of the Town of Southold any variance granted by the Board.of Appeals shall become null and void where a Certificate of Occupancy has.not been procured, and/or a subdivision map has not been filed with the-Suffolk County Clerk,within three (3)years from the date such variance was granted..The Board of Appeals may,upon written request prior to.the date of expiration, grant an extension not to exceed three(3) consecutive one . (1)year terms. Vote of the Board:Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and.Planamento(5-0). rf44- JJ r L Leslie Kanes-.Weisihan Chairperson. Approved for filing „ / m /2021 S11f��t� ZONING BOARD OF APPEALS Town Hall Annex,54375 Route 26 ® ''F P.O.Box 1179 Southold,New York 11971-0969 Fax(631)765-9064 - 9 ZBA FILE: #7517 Telephone(631 NAME OF OWNER OF SUBJECT PROPERTY: KENNETH MONAGHAN PROPERTY LOCATION: 2750 Nassau Point Road, Cutchogue (FEB 0 3 2022 DATE OF ZBA DETERMINATION: August 19,2021 SCTM No. 1000-104-12-16mXl� SOAR®®FApP1sALS PROPERTY OWNER'S STATEMENT I/we,the undersigned,am/are the owner(s)of the property cited above and acknowledge that I/we: 1. have received and read ZBA determination number: #7517 Dated: August 19,2021; 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) a&A Signature of Owner(s) Dated: 1?—Lk\2l Dated , II4.4— Swom to before me this `? day Sworn to before me this day of q.eelf ,200 of 20 otary Pu c Notary Public E ATZ-SCHWAMBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec.24,20� 7 -osu F04�o� o� ZONING BOARD OF APPEALS ,? } Town Hall Annex,54375 Route 25 O . Qh ' P.O.Box 1179 y Q� Southold,New York 11971.0959 Ol �� Fax(631)765.9064 Telephone(631)765-1809 ZBA FILE: #7517 NAME OF OWNER OF SUBJECT PROPERTY: KENNETH MONAGHAN PROPERTY LOCATION: 2750 Nassau Point Road, Cutchogue DATE OF ZBA DETERMINATION: August 19,2021 SCTM No. 1000-104-1246 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: #7517 Dated: Auggst 19.2021; 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 2804 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; S. must submit a signed and notarized copy of thi&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) Signature of Owner(s) Dated: \113- �) Dated: Sworn to before me this day Sworn to before me this day of 20,2j- _. of 20 Notary >t Notary Public VEL.GATZ-SCHWA�,MBORN NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec.24,20� pGy BUILDING DEPARTMENT-Electricallnspector o < TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4VV Telephone (631)765-1802 Temporary Certificate # I a Date c. Lp 2022 Customer Name D�a n (, Electrician Name Q�i �P0 Address LEO Phone 2)y'a 4 e-mail e-mail q�)to+j'n LtVVj CctS L"' 4Qo . c6y„� Phone t 6') (�5 4 License# � D9 `T Size 00 A Phase�_Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New x "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y 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 verificationi 90 the d�ateabov . Authorized by g�F DEC 15 2022UILDING DEPARTMENT-Electrical Inspector G k UILDINU uFp-r TOWN OF SOUTHOLD N 0Fs0tmrotD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold!iVew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rocierr@southoldtownny.gov- seandOlsoutholdtownny-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: I a- Company Name: EASI C (1-CleJ QVC . Electrician's Name: �- License No.: ,A1 tz- 3 Elec. email: /r1vm ec sf ve,11oc. An Elec. Phone No: &31- &g-9 Jay request 6n email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: h 0/r4 Z� R AAJ Address: A///S 544/ Cross Street: Phone No.: Bldg.Permit#: -5 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE lease Print Clearly): 3ZO .moo Ff + 5'Fy,- (& Square Footage: Circle All That Apply: Is job ready for inspection?: YES XN0 D Rough In*,V75 Final Do you need a Temp Certificate?: YES F-1 NO Issued On �5� I 211LA2-2 Temp Information' (All information required) Service Size Ph❑3 Ph Size: y G() A # Meters Old Meter# In,NeService[]Fire Reconnect F1 Flood Reconnect Service Reconnec Underground❑Overhead w Underground Laterals 1 t62 F H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I I(0- �Z , ��0 �� � �-73s DEC 15 222 UILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD UBUAI ,WEPT W®r'sooiD Town Hall Annex- 54375 Main Road - PO Box 1179 Southol", ew York 11971-0959 - �'� , Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCa southoldtownny.gov- sea nd 01southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Al Information Required) Date: - 2 Company Name: Pr C�"L J J�C Electrician's Name: +- License No:: ',A165- 3 V091 Elec. email: 0, lr7VM eaSf 400. 0A Elec. Phone No: &31. 7&9-JVgy request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: P(A Z� µA-A Address: AMS�4U ® i?0 r,U'�-( go CAU,C- Cross Street: Phone No.: -31 BIdg.Permit#: 9-T35 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOT Please Print Clearly): .4- Square Footage: $CC Circle All That Apply: Is job ready for inspection?: YES MNO ❑Rough In&\*5-1e)-` ❑ Final Do you need a Temp Certificate?: VES❑ NO Issued On ,4SXO' 121 Re�22 Temp Information' (All information required) Service SizePh❑3 Ph Size: _V-L0—A # Meters Old Meter# Service[]FireReconnect❑Flood ReconnectDkervice Reconnec Underground❑Overhead # erground Laterals 1 g2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 12-1 d(Q I-)Z PO-Cd- X10 V-t-G# Ifi:6 2T7 �I' `� —7 3 PERMIT # Address: tfk, I Switches OutletsCAj / * * I W- h- - \ GFI's � i 1 Surface C I Sconces Ir� HM'sre"J UC Lts it Fans Fridge HW7` Exhaust f Oven J,�,J W/D6 1 DW Mini Smokes Carbon Micro Generator Combo I I( Cooktop ��J 4.0 Transfer AC C� AH '2Hood Service Am s Have Used Special: d �� Comments 2 C,�f • • • • 1111WIM4 CUSTOM HOMEBUILDERS Thoughtfully Crafted, Honestly Made' Confidential Bid Proposal Renovation Presen ted:Jan u ary 31st, 2021 Prepared For: Monaghan Residence Location of Property: 2750 Nassau Point Rd. Cutchogue, NY 11935 1A i FIR - ,ry�e�. Dili I - `- i _.�i._-...._......__ r. In — - _ 4 if - - I I �I Elevations,Courtesty of:Bobette Suter,Architect North Fork Woodworks,Inc.810 Traveler Street,Southold NY 11971 Tel: 631-298-7900 Email:info@nfwoodworks.com N PWW CUSTOM HOMEBUILDERS noughow Crafted,Honestly Mode" WELCOME North Fork Woodworks would like to thank you for the opportunity to bid on your new construction proiect. We have built countless additions, renovations and new homes on the North Fork. Our business was built by"word of mouth" and referrals from satisfied homeowner's for whom we have worked. We pride ourselves on our reputation for quality and outstanding customer support. Should you have any questions whatsoever, require additional clarification or need to reach us for any reason, please feel free to contact us at anytime. At NFWW,our most important responsibility is to help our clients realize their vision, and put them at ease throughout the entire construction process. We're always here to help! Sincerely, Scott, Kyle, Rachel and The Team at North Fork Woodworks, Inc. ,a. R I ' North Fork Woodworks, Inc 810 Traveler Street, Southold, NY Tel: 631-298-7900 Email: info@nfwoodworks.com NFWW CUSTOM HOMEBUILDERS Thoughtfully LraW Honestly Made" Our Approach At North Fork, we put a lot of thought into the seemingly little things. Why? Because those are the things that you'll notice when you're home is no longer a wish list, a collection of architect's plans or a construction site but instead, the place where you actually live. Our approach is simple: we look for every decision we make today. Thoughtfully Crafted. As experienced craftsmen,we knowyour homewill wear in.At North Fork,wedon'tjust build -' your home for the day it's delivered, but instead,for all of those years you'll be enjoying it. To ensure t h at yo u're sat i sfi ed ! P for the life of your home,we take = I care to pay special attention to all of the smallest details today,so you won't have to think about it all,tomorrow. Honestly Made When you work with North Fork, you work with a special group of skilled craftsmen who put quality ahead of size,people ahead of profit, and what's right over what's just enough. Because we take a client-forward approach, honesty and transparency serve as guidelines for every aspect of our process. "These guys are truly outstanding,so accommodating,they renew one's faith in what good people are all about" Regina E,. New Suffolk&NYC North Fork Woodworks, Inc. 810 Traveler Street, Southold NY Tel: 631-298-7900 Email: info@nfwoodworks.com VN9F7WTAW7A7... e- CUSTOM HOMEBUILDERS Thoughtfully Gaited,Hom*Made' Sample Letter of Recommendation LESLIE KANES WEISMAN LESLIE K NES WEISMAN September 21,2010 To Whom It May Concern: If you are particular about design details,craftsmanship,and working with trades who actually deliver what they promise,then you should seriously consider North Fork Woodworks,Inc.for your construction project.After obtaining several bids from reputable contractors,speaking to their references,and personally inspecting work completed by each,I recently signed a contact with Kyle Schadt and Scott Edgett.They were neither the highest nor the lowest estimate I received,but they stuck to their price quote and they more than met my expectations.They started when they said they would,showed up every day,and stayed on my job full time until it was completed to my total satisfaction,and theirs[They didn't"cheap out'on materials or hit me with price over runs.They were always accessible,answered my calls quickly,and were a pleasure to work with.Moreover,every member of their skilled construction crew was courteous and professionally behaved. Unexpected complications arise on most jobs.Mine was no different Kyle and Scott handled these situations by carefully considering a variety of possible approaches and,as importantly,by immediately informing and involving me in decisions before,rather than after the fact.The outcomes were always positive. They stand by their work and they did not hesitate to return to my job to make adjustments, even after they had been fully paid. On a more personal note,Kyle and Scott were both born in Southold Town,are raising families here, and are in business for the long haul. If you believe in supporting our local people and economy as I do,but would never sacrifice quality in the process,North Fork Woodworks,Inc.will give you a competitive price and an expert job.I recommend them without reservation. Sincere Leslie Kanes Weisman Professor Emerita of Architecture 10720 Soundview Avenue-Post Office Box 1280-Southold,New York U971 E Mail:weismanOnocthfork.com Phone/FAX:631765.8174 North Fork Woodworks, Inc. 810 Traveler Street, Southold NY Tel: 631-298-7900. Email: info@nfwoodworks.com Table of Contents NFWOW�J CUSTOM HOMEBUILDERS ThaughtN4 Cm tad,HaneWy Mada" Section Page General 1 Demolition 2 Dumpsters 3 .................................................................................................................................................................................................................................... _Rough Carpentry 4 Exterior Finish Carpentry 5 .................................................................................................................................................................................................................................... Windows & Doors 6 Roofing 7 Siding_ 8 Plumbing �...-� 9 eatingooI ing Electric 11 Insulation 12 Drywall �......m 13 ... Interior Paint 14 Interior Trim 15 Finish Hardware16 Breakdown � � 17 Total Investment 18 Breakdown 36 Total Investment 37 General N Job site shall maintain cleanliness and organization throughout the total project. N Meetings will be made available as needed by architect, homeowner and designer. N All necessary inspections to be arranged by NFWW. N All job scheduling to be updated monthly and available for viewing at request. N All insurance certificates to be present at contract signing. N Portable field toilets will be available for the entire project and will maintain sanitary conditions at all times. N All surveys and stake outs, local,state & town fees, building permits and utility fees to be paid by others. N Temporary light and power to be supplied during entire project, utility bills to be paid by others. N Temporary heat to be supplied as needed, utility to be paid by others. N All mark outs as needed for buried utilities prior to excavation and demolition. —Job will be left broom swept on a daily basis. 1-General General N North Fork Woodworks shall coordinate work of all subcontractors and building trades to facilitate smooth and timely completion of the work. Allowance LABOR $1,200.00 SUB MATERIAL TOTAL 1200.00 1-General (2) Demolition N All demolition as per plans by Bobette Suter, dated 9/14/21. N Remove and dispose of stumps as necessary. N Demo and remove portions of existing foundation. Note: N Keep entry door unit and install door in den. N All interior doors to be saved for re-use. N Existing weathervane to be saved. N All door hardware to be saved for re-use. N Remove and store stair chandelier and other light fixtures for re-use, as per plans. N All interior doors and hardware to be removed and saved for re-use. N Existing cellar washers and dryers to be protected for off-site re-use. N Existing cellar dehumidifier to be saved for re- use. Allowance LABOR $6,000.00 SUB MATERIAL TOTAL 6 000.00 2-Demolition Dumpsters N Dumpsters to be supplied by local recycling sanitary company. N Dumpsters are for all rubbish, and leftover materials. N All dumpster surroundings will maintain cleanliness. N All dumpsters to be dropped off in a parallel position to the best of our abilities. N All material to be separated and recycled as per the sanitary companies request. Note: All dumpsters are set as an allowance; this price is for budgetary reasons only. Allowance 2 500.00 LABOR SUB MATERIAL TOTAL $2,500.0011 3-Dumpsters Rough Carpentry N All rough carpentry for Monaghan residence, as per plans by Bobette Suter, Architect, dated 9/14/21. N Frame all new window openings as needed. N All structural wood "stick" framing provide lumber graded Douglas fir-larch #2 or better. N Handling, storage and erection of component shall be as per manufacturer's recommendations. N All pre-engineered lumber shall be as per plans. N Provide fire stopping at concealed spaces of wood framed walls. N Provide all necessary blocking for closets, paneling, vanities, and drapery. N Frame will be left ready for finish and temporary stairs will be installed. N Lap framing members from opposite sides of beams, girders or partitions no less than 6". N Provide solid blocking over all supports, bearing walls. N Provide solid wood bridging between floor joist at 6'-0" on center and under partition walls at concealed ceilings and under first floor. 4-Rough Carpentry Rough Carpentry N Frame all windows, doors, and other prefabricated elements. N Provide single 1 3/4" LVL rim joist at floor perimeters. N Provide 3/4" minimum thickness APA rated, "sturdy floor: exposure 1 plywood subfloor with all edges set on solid blocking and glued. N All framing to be as per New York state and local codes. Allowance LABOR $35,000.00 SUB MATERIAL $32,200.00 TOTAL $67,200.00 4-Rough Carpentry (2) Exterior Finish Carpentry EXTERIOR TRIM: N All composite trim to match existing details. N All trim screwed and plugged. OUTDOOR SHOWER: N New outdoor shower with 6x6 PVC posts and PVC fence and gate. N See flooring for outdoor shower in "Masonry" portion of this proposal. Allowance LABOR $13,280.00 SUB MATERIAL $17,940.00 TOTAL31220.00 / 5-Exterior Finish Carpentry Windows & Doors N (10) DINING ROOM, LIVING ROOM, MASTER BEDROOM, SUNROOM, KITCHEN. ADH3054, UNIT, 8 DEGREES-MODERATE, A-SERIES DOUBLE-HUNG, EQUAL SASH, 4 9/16" FRAME DEPTH, STANDARD FLANGE, BLACK EXTERIOR FRAME, BLACK EXTERIOR SASH/PANEL, PINE W/WHITE-PAINTED INTERIOR FRAME, PINE W/WHITE-PAINTED INTERIOR SASH/PANEL, AA, DUAL PANE LOW-E4 STANDARD ARGON FILL FULL DIVIDED LIGHT (FDL) DIVISION, 3 WIDE, 2 HIGH, SPECIFIED EQUAL LIGHT PATTERN, BLACK, PINE W/ WHITE, 7/8" GRILLE BAR, STAINLESS GLASS/GRILLE SPACER, TRADITIONAL, 1 SASH LOCKS WHITE, WHITE, FULL SCREEN, ALUMINUM WRAPPING: 6 9/16" INTERIOR EXTENSION JAMB PINEF/WHITE-PAINTED STANDARD COMPLETE UNIT EXTENSION JAMBS, FACTORY APPLIED. RO SIZE=36" X 64", UNIT SIZE=35 1/4" X 63 1/4". FRONT ENTRY DOOR ALLOWANCE: — An allowance of $4,000.00 has been allocated for new front entry door. This is an allowance only pending final selection by owner and to be billed to owner accordingly. Allowance _$4,002—.00A LABOR $3,500.00 SUB MATERIAL $22,540.00 TOTAL $30,040.0pil 6-Windows & Doors Roofing ASPHALT ROOF REPLACEMENT: N Properly protect the working area. N Tear off all existing roofing shingles to sheathing. N Remove debris by using our equipter debris remover equipment to avoid damaging your grounds by throwing debris right on your lawn and landscape. N Replace any rotted wood (3 full pieces for free. Note: Additional will be charged at $120.75 each). N Supply and install Timberline HDZ Architectural asphalt shingles. N Supply and install ice and water shield leak barrier at eaves, valleys, and rake. N Supply and install synthetic membrane as underlayment. N Supply and install ridge vent attic ventilation. N Supply and install enhanced ridge cap shingles. N Supply and install metal flashing as needed. N Clean up and remove all waste material. N All manufacturers warranties apply. N A 10 year workmanship warranty at completion of installation. Allowance LABOR SUB $16,445.00 MATERIAL TOTAL $16,445.opji 7-Roofing Siding CEDAR SIDING: N Supply and install 18" perfections western red cedar shingles-pre dipped stain at 5" exposure to the weather. N Supply and install Blueskin paper as underlayment. N Supply and install stainless steel rim shank nails for siding. N Clean up and remove all waste material. N All manufacturers warranties apply. N A 10 year workmanship warranty at completion of installation. BOARD & BATTEN: N Supply and install board and batten walls hardie 5/16" x 4' smooth vertical. N Supply and install Blueskin as underlayment. N Supply and install stainless steel nails. N Clean up all waste material. Allowance LABOR SUB $40,250.00 MATERIAL TOTAL 1 $40,250.ON 8-Siding Plumbing N Adjust plumbing only in existing house. Allowance LABOR SUB $10,925.00 MATERIAL TOTAL 1 $10,925.0IOJ 9-Plumbing Heating & Cooling N Adjust existing HVAC unit. Allowance LABOR SUB $5,750.00 MATERIAL TOTAL $5,750.0011 10-Heating Cooling Electric HOUSE WIRING: N (30) Switches. N (41) Outlets-In wall. N (28) HH's. N (0) Surface. N (20) Sconce. N (09) OS sconce. N (02) Ceiling fan. N (01) LED UC lights-Kitchen. N (09) Keyless. N (03) Flood lights. N (01) Chandelier. N (03) Kitchen outlet circuits. N (02) Garage N (01) Laundry N (06) Bath fan. N (06) Bath GFI. N (07) OS GFI. N (02) Floor outlet. N (19) USB outlet. N (45) Arc fault breakers. N (01) Filing fee. EQUIPMENT WIRING: N (0 1) Stove. N (01) Hood-Remote motor. N (01) Micro. N (03) Fridge. N (01) Steam oven. N (02) Dishwasher. N (01) Garage Door. N (02) Washer. N (02) Gas dryer. N (01) Alarm. N (01) C Vac. 11-Electric Electric N (01) Sub panel. N (03) Stereo circuits. N (01) Door bell. N (01) Well. N (0 1) Oven. N (0 1) Sprinkler. N (0 1) Water system. N (01) Ejector pump. N (01) Dehumidifier. N (01) Wine cooler. N (03) Small appliances. N (03) LED toe kick lights. SMOKE & CO DETECTION: N By alarm company. PHONE & CABLE: N By others. Allowance LABOR SUB $38,525.00 MATERIAL 1 TOTAL $38,525.gJ01 11-Electric (2) Insulation N Patch as needed. Allowance LABOR SUB $7,820.00 MATERIAL TOTAL $7,820.0011 12-Insulation Drywall SHEETROCK & SPACKLE 1ST FLOOR & 2ND FLOOR: N 1/2" sheetrock. N 1/2" mr in bath. N 1/2" durock in shower. N 5/8" in garage. Allowance LABOR SUB $11,270.00 MATERIAL TOTAL $11,270.0011 13-Drywall Interior Paint Cellar, 1st and 2nd floor and garage: N Prepping, sanding, apply primer and (02) coats of finish paint on (trim, casings, baseboard, windows trim, doors, paneling on stair walls, paneling in dining room). N Prepping, sanding, apply primer and (02) coats of finish (walls and ceilings). N Apply epoxy paint on cellar and garage. Note: Built-in's not included in this proposal at this time. To be billed at a later date as time and material. Allowance LABOR SUB $40,250.00 MATERIAL TOTAL $40,250.0011 14-Interior Paint Interior Trim INTERIOR TRIM: N All interior trim to be windsor one 1 x material for base and casing. N All shoe base. N Paneling to be boral 1 x 6 and 9. INTERIOR DOORS: N Re-use as needed. New doors to match. Note: New doors would be a cost savings. CLOSETS: N All closets as per drawings. AI lowance LABOR $18,000.00 SUB MATERIAL $19,320.00 TOTAL 37 320.00 15-Interior Trim Finish Hardware N An allowance has been allocated of $2,500.00 for the purchase of all finished materials including door knobs, door stops, etc. This is an allowance only and to be billed accordingly at a later date. Allowance $2,500. LABOR $2,500.00 SUB MATERIAL TOTAL $5,000.0011 16-Finish Hardware Breakdown Monaghan Residence Please note that Allowances ARE included in total cost and are given as an estimate. Allowances may change as job progresses Page Description Material Subcontractor Material/Subs Labor Allowance Total 15% 1 General $0.00 $1200.00 $1200.00 2 Demolition $0.00 $6,000.00 $6,000.00 3 Dum sters $0.00 $2,500.00 $2,500.00 Rough 4 Carpentry 28 000.00 $4,200.00 $35,000.00 $67,200.00 Exterior Finish 5 Carpentry 15,600.00 $2,340.00 $13,280.00 $31,220.00 Windows & 6 Doors $19,600.00 $2,940.00 $3,500.00 $4,000.00 $30,040.00 7 Roofing $14,300.00 $2,145.00 $16,445.00 8 Siding $35,000.00 $5,250.00 $40,250.00 9 1 Plumbina $9,500.00 $1,425.00 $10,925.00 Heating & 10 Cooling $5,000.00 $750.00 $5,750.00 11 Electric $33,500.00 $5,025.00 $38,525.00 12 Insulation $6,800.00 $1,020.00 $7,820.00 13 Drywall $9,800.00 $1,470.00 $11,270.00 14 Interior Paint $35,000.00 $5,250.00 $40,250.00 15 Interior Trim 16,800.00 $2,520.00 $18,000.00 $37,320.00 16 Finish Hardware $0.00 2,500.00 $2,500.00 $5,000.00 F TOTALS $80,000.001 $148,900.001 $34,335.00 79,480.00 9 000.00 $351,715.00' 17-Breakdown Total vj nvestment Allowances: $9,000.00 Total Investment: $351,715.00 All material is guaranteed to be as specified, and the above work to be performed according to the drawings and specifications submitted for above work and completed in a substantial workmanlike manner for the sum of $351,715.00 (Please note that all allowances are NOT included in price and are given as an estimate. AH Allowances will be determined and priced as needed.) Respectfully submitted by North Fork Woodworks. Any alteration or deviation for above specifications involving extra costs will be executed only upon written order and will become an extra charge over and above the estimate. All agreements are contingent upon accidents or delays beyond our control. /f The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be Date Signature Signature 18-Total Investment APPRAISAL OF REAL PROPERTY 1,. } f I , LOCATED AT 2750 Nassau Pt.Road Cutchogue,NY 11935 1000-10412-16 t. FOR. Kenneth Monaghan 2 Greenside Court • Durham, North Carolina,27707 i - i OPINION OF VALUE f ! $840,000. Depreciated Cost Value AS OF 12/30/2021 BY Andrew D.Stype Andrew Stype Realty, Inc. t'" • ;:; •: PO Box 63 _ Mattituck, NY 11952 NYSREGA#46000022831 Form GA2V LT—VinTOTAL"appraisal software by a la mode;Inc.—1-800-ALAMODE 'Requested Ry: Kenneth Monaghan Property Owned'By: Kenneth Monaghan Property Location: 2750.Nassau Point Road Cutchogue,NY 11935 Indicated Value: ,$ 8409000. Subject Depreciable Cost Value As Of: December 30, 2021 Andrew D. Stype New York State Certified General Appraiser #46000022831 North Fork Real Estate Experts for three generations January 10, 2022 Mr.:KennethMonaghan 2.Greensi&Court Durham,NC 27707 Re: 2750 Nassau Point,Road;Cutchogue,NY 11935 Dear Ken: In:accordancewith your.request,I have completed a depreciable cost estimate of the,subj ect home referenced-above. The•user/client is Kenneth Monaghan. The purpose is to provide a depreciable cost.estimateofthe.subject building for a planned renovation. The valuation is effective the inspection date of 12/30/202L .1have,not.appraised this property in the:last three years. This valuation is a restricted real estate appraisal report and.is compliant with the guidelines set forth from the Uniform Standards of Professional Appraisal'Practice. Upon..consideration for current market trends and costdata;the subj ect would indicate A current market value of: $ 840,000. Subject Depreciable Cost Value .12.985 MAIN ROAD,P;O.BOX 63,MATTITUCK,NY 11952-0063 PHONE:,-631-298-8760 FAX: 631-298-5779 Www.stype.com 5typerc'?toptonline.net Mr.Kenneth Monaghan January 10,2022 Re: 2750 Nassau Point Road, Page 2 Cutchogue,NY .11935 Thank you. Please let me know.if T can be of further assistance. Very ' 1 dre D e AADS/tmk Table of Contents Part 1 General.Information A. Certification of the Appraiser 1, B. Summary,of Salient Facts and Conclusions 3. C: Purpose of'the Appraisal 4. D. Definition of Market Value 4. E. Function of the Appraisal 4. F. Use and.Scope of the Appraisal 5. G. History-of Suffolk County 6. H. Neighborhood Analysis and Demographics 7. I. Economic Trends 12. J., Ownership 14. K. Occupancy 14. L. Sales Ristory 14. Part 2 Valuation of the Entire Property A. Description of the.Subject Dwelling 15. B. Zoning 16. C. Taxes and Assessed Valuation 16. D. Highest and.Best Use 17. E. Three Approaches to Value 18. F. 'Valuation Process 19. G. Cost Approach 20. H. Final Reconciliation 22. Part 3 Statement of Basic Assumption&Limitations A&B Limiting Conditions 23. Environmental Disclaimer 24. Hagstrom Map 25. Tax.Map 26. Neighborhood Map 27. Zoning,Map:and Zoning Code 28. F1ood'Map 33. Aerial .Map 34. Building:Sketch 35. Property'Record Card 36. Certificates.of Occupancy 39. Survey 42. Tax:Bill 43. Deed 44. Subject Photos 45. Certification& Qualifications.of,Appraiser 54. .Part-1? GENERAL INFORMATION A. Ceftification.ofthe Appraiser CERTIFICATION OF THE APPRAISER Thereby certify that APPRAISER was-:employed to appraise the market value of property known as: Project, Monaghan SCTMA 1000-104-12-16 Parcel; 2750 Nassau,Point.Road,Cutchogue,,NY 11935 Neither appraiser's s company nor I have'a.present or contemplated future interest in,thp.real-estate that.is the'subject,of this appraisal report. To the best,of my knowledge and,belief,the statements of fact contained in the appraisal'reportupon which,the,analyses,opinions and conclusions.expressed therein are based. are,true and correct. The:reported analyses,opinions znd conclusions are..lirnitedonlyto the reported assumptionsandlimiting-,cohditions,bYthe defihition of market value;,and by the specified real.property interest appraised,and represent.my.personal,unbiased professional anal.vsi's.:.6pinioiis,:giid,conclusions. My compensation is nof contingent on an,action or event resulting from the analyses,opinions,or conclusions in,or the use,of, this report. Lovas not retained for the Purpose,of-aiming',at a preconceived conclUsionof value. This,appraisal:report has-been.made in conformity-with and is subject to the requirement of the Code of Professional Ethics.and Standards of,*Professional Practice. fhave,personally inspected the property herein appraised,and I afforded the property ownerthe opportunity to�aqcompany:m.q to inspect. I have.also made a personal ,field.inspection,of the comparable sales.relied-upon in,making said appraisal. Ihave verified each transaction with,a party to,or a third person directly involved in,the transaction. The subject and the comparable,sales were asrepresented by the photographs,contained in said appraisal: To the best,of my knowledge,no.portion-of the value assigned'to the property-.that is thesubject.-of this report consists-of items which.are_non-compensable under the established:law bf the State'of New York. I_have,not revealed the findings and results of this.appraisat to anyone other than my client. _Iwill not do so until authorized by:my client,or until.I am required by due process:of law,or until I am released from this obligation by having publicly testified as to such findings. Based on the factors 4eveloped.in the body of this report and the.exercises of my professional judgment, itis my opinion:that the market value of the fee:sirnple estate of the subject property is as.follows: $'84090.00., Subject Depreciable Cost Value. Signature dr . Sty e Dated: January'10,,202-1 2 1 .Part 1. B. Summary of Salient Facts: Property Rights Appraised--=-------------------Fee Simple Type of Property---------------------------------Single Family Dwelling Location----------------------------------------- -2750 Nassau Point Road Cutchogue,NY 11935 SCTM-----=-------------------=-----==-------------1000-104.=12-16 Reputed!Qwner------------------------------------Kenneth Monaghan .Zoning----.-- - ---------------------------------Residential 40 Highest&Best.Use------------------------------Current Use Date of Appraisal---------------------------------December 30,2021 Buildings---- --------- ----------------------------2,387 sq.fL Dwelling Site--------------------------------------------------:89 Acre Depreciable Cost.Value--------------------------$ 840,000. 3 .Pant;l: C. Purpose;of the Appraisal This;appraisal is:made for:the purpose,of developing a depreciable.cost value of the. "subject dwelling,as of'December'30,2021 and is based on a physical inspection, including zoning,utility,,location,topography,present and:potential use, and market data. The rights will.be in:feesimple value. D. Definition.of Market Value and Interest Appraised Market value means the most,probable price which:a.property should bring in a. competitive and open market under gall conditions requisite to a fair.sale,the:buyer and seller.each acting prudently+and.knowledgeably,assuming theprice.is not affected by undue:stimulus. Implicit'in this`definition are the consummation of a sale as of a specifie ;a d.date nd.the:passing.o£title lk6m.seller to buyer under conditions whereby: Buyerand:seller are typically-motivated; Both,parties.are well informedor well advised;and.acting,in what they consider their.own..best.interests, A reasonable time is allowed for exposure in,the:open market; Paymeni.isMade in terms.of case in.U.9. dollars or in terms.of financial arrangements:comparable thereto; The,price represents normal consideration for-the-.property sold unaffected by special orcreative,financing-or sales concession_ s granted by anyone associated with the sale. The interest a.be appraised is,in fee simple value. E:.. . Function of the Ap,Rraisal. To,indieate-thedepreciable cost value as of December 3,0,2021.. 4 Part.l F. Use.andScope of the.Appraisal This appraisal will be used by the client for internal and,personal business use. The scope>of my.appraisal includes: extensive:research.of the market; :analysis of alldata,to arrive at.atn appropriate value estimate; collection and confirmation of the indicated date; reportin&of my conclusions.in a logical method. 'Me,:,appraisal°problem/scope-is to indicate a depreciable cost estimate:of the, subject­building for the Town of Southold. Thesubject owner s;planning a renovation(expansion,and mustmeet specific,Town of Southold building code requirements. Thee Cost Approach wilfbe the only approach used.to, ndicate the :depreciable,value..of'the subject:building. A replacement cost will be:applied to the subject.building.less any.depredlation. 5. Part,.1.. G. A Brief History of'Suffolk County $uffolk;County has been profoundly influenced by its proximity to New England,and New York.City and by the sea which defines its borders on three.sides. Occupying.;"the eastern,two.=thirds of.Long Island,which juts 120 miles into the Atlantic.Ocean,the county_ covers over 900 square miles.of territory. The norih borders on Long Island Sound. It is.86'miles long and 20 miles at its widest_point. The-weather is temperate,the water abundant and the soil good. From the beginning there hasexisted a variety of conditions which have,made.this,land for all manner of living things. The first,small bands of settlers came.from New York--and.Connecticut areas. Dutch:villager&sprang:up on the western,.end of Long Island;English settlements in Suffolk. A.-power struggle between England and the Netherlands was settled in 1650 with a.north-south:line,,an international boundary, dividing existing colonies in New England and Longlsland. On'Long island-the'line.ran approximately where the western border of Suffolk C=ounty now exists. Suffolk was,English territory. Settlements of the peiod1ncluded Gardiner's Island, Southold; Southampton, Shelter Island,East Hampton and Huntington. Suffolk County is now a major industrial and business;area. The average household site is::Approximately,3 persons. The,mean household income is approximately,$57,000. Itis serviced by adequate public transportation offering a major airport,lughways.and rail service. The county has a population of approximately 1:4 million residents with that figure swelling substantially in the summer months: The county,andregion,have-witnessed tough,economic times since 2009,much like.the nation. The unemployment rate and occupancies rose.. The real.estate marketplace:indicated-increased inventory,lower prices and declined sales. The:unibbaployment.rateis approximately 4.506/o. The current business climate is rated as fair. There:is:,currently an'Increase in business activity:mainly due.to-the normally busysummer.season. The.outlooks cautiously.optimistic.for an improved retail season. The county real estate marketplace is witnessing a slight reduction in values forxesidential zeal estate. However,more sales areoccurring compared to ,previous yeats and,the:market.may be:beginning,to,bottom out. The;outlook-is good due to,very attractive-borrowing rates. This trend should continue this year. The commercial. .marketplace:in the county is rated as fair. There area few more vacancies compared-to last.1year;but sales of,commercial.property remain fairly strong. This trend should continue this.year. Agricultural-p"roperty is the same. 6 I i Part'1. ,H. Township&Neighborhood Analysis A Brief History.of the Town of Southold and Hamlet of Cutchogue The.,Townlof Southold was settled in 1640 with the lands:purchased from the Indians a littleat:,a time.. By 1646'.the final borders were established as they Are,today. Southold,Town adjoins the,Town,of Riverhead on its west border. The north border fronts,on the Long Island Sound,the south border on.Great.Peconic,'.Bay,and the dasternmost,point'.0rient,borders on the easternmost point of the North Fork at Plum Gut., As ofthe census-of 2010,there were 2,1j968 people, 8;461 ,householdsj-and 5,804, families,'residifig in the town. Thee-p9pulatiori density was 383.5 people:per square mile. There.were 13,769 hous*mg units,at an average density of,256.3 units per square mile. The:,mediati-,income for a household in:thetown was$49,898,and,the.median incorne'f6r a family wAs$61,108. The Area is well known,for its,excellent.beaches,farmlands..and fishing. There are .three.-majorgohool districts,-volunteer fire departments;.and:an.80 bed hospital, The major industries are farming,,fishing,and tourism. The current unemployment,rate is approximately 4%. TheareA.majorindustries, sudli,asvegetable,farming,wineries And retail,appear to.be in better conditi.Orr than the last two years.. Commercial vacancies are still slightly higher than last year but the retail. and,offlqes:iii business are mostly.-reporting an increase,in business this year. The North Fork is still a popular-destination.,forday trippers and weekenders. This,area'is-not just a summer resort,only-the weekends,are bus mostly throughout the year now. This trend into 2022. Hamlet-of CutchogiLe Cutchogue,originally named'fbi the.Cotdhaug Indians,means greater or principleplaco."Itwas'the first of8outhbld's colonies established in the 166.0's. Cutchogue iszharrilet of the Town of Southold with a populationW 'approximately 3,449,according to-U.S. 2010 Census estimates: The populatioh swells. two,to three timts:,greater in the,summer months..The unemployment rate is zpptoximately.186/6. Cutphogueborders tp.the north on the Long Island Sound and-to the,south,on PePonic Bay and New Suffolk. Cdtchdgue is made tip of mostly residential properties,.farmland,and light commercial property and has its own volunteer fire department which also.serves New SuffbIk. Fastern.LonglIsland Hospital in Greenport offers medical services. "New Suffolk Adjoins Cutchogue alongits southern border. 7 Zlp Code 11935-,Utchogue,NY Neighborhood Details USA County 11935 Residents per,sq.mi. 90:9 420.1 315.8 Charge 2000-current year 12.6% 4.3% -6.41/6 Change 1990-c1irrMI:year '.27.4% 10.3% -1.2% Male percent 49.246, 48.5% 46.1%' Female percent 50.8% 51.5% 53.9% Median Age 37.4 38.1 51.5 Households 116,211,000 7,255,530 1,282 Average household size 2.63 2.62 2.51' Current Population 321,004,407 19,798.228 3,224 Population'-2000 285,036,114 16,976,457 3,444 Population-.1990 251,96D,433 17;945,409 3,262 Marriage-ZIp.Code,11935 Marriage'/Zip-11935 ' � DM1orced:0.2 Y Sepu ed:1.39 neva wrrNd:21.09 Marrkd:6x.3% '• Family Type-Zip Code 11935 i Family Type/Zip-11935 Sinalew/nkift4.3 a i S W.w/kid.:10.09 M-*d w/Yids:x2.3 i 1 I I l Muricd w/o Yv$;6).x9 i Neighborhood Details USA County 11935' unemployment rafe: 3.90% 4.20% 4.00% Recentjob growth 1.59% 0.67% 0.94% Sales tax 7.300% 8.496% 8.625% Incometax 4.60% 6.45% 6.45% Property tax $12 $17 $15 Income-median household $54482 $58,1587 587,167 Income-average per cap $28,555 $32,829 $42,508 Cost of living(100-avg) 100.0 120.5 169.4 Commute time(min) 26.38 33.02 31.97 Health cost Index 100.00 100:78 98.73 Income by Population.Percent' i I 1 � Q . Income by Population Percent N Suffolk County under515k 15.06 111 o 9.07x, 2.34 6.005 25-3. 'k• 7.41 :35-50k 5.982 50-75k- 6.064 75-look- 13-824 I 00r I 50k: 21.267 24.337 1,50-25ok 11329 7,41 250-500k 11.321 I 9.7f over mok 11.321 8. 10 12 1 18 20 22 24 .16 re"I Population by Age:• Population by Age Or4, 3.94 5-g 61S i 4129 10-14 6,861 L72 S-17 4.374 18-20 4.076 21-24 2.973 ;25-34 1.669. 3S-44, 11.37 4S-49 5Q-54, 16.415 t 7.069 55=59. 6943 7999 60-64 9.041 7.41.4 75-84 4s71 84-130 17 is Percent ........................................ Neighborhood Details, U'SA County 11935 Homes-.owned- SEW 47.9% 52.7% Homes-rented 31.2% 41.1% 7.9% Homes=vacant' 12.5911 11.0% 39.4% Median Home Value $2311200 $305A00 $700,400 Home apprec(12 morf.) 6.7% 4.996' Home median age(Yrs) 37 57' .43 Average Rent-2br $1,148 $1,528 $2,540 Owner-Occupied Housing By Value 9 Owner-Occupied Housing Ry Value zip_Ile3s M so-Z underS20k .795 20=40k M 0 90-60k M0.599 0.111-91111 I w7,1:50k M 150-200k 2,CL0-30.0k .603 300-400k 400�5004 1656/ 3D.341 22.99 750-t 000k 5:163 14.011 civer$I 000k 4:b93 - Z. 4 6 6 to V In I f. 18 711 77 J4 A z"s Pt 32 pm-t Neighborhood Details- USA County 11935 School expenditures or pupil $12.383 $23,054 $25,714 School pupil/teacher ratlo, 16.8 13.9 11 ,Students per llbrarla6 538.1 516.1 693.5 Students per.paunsefor 403.2 367.6 308:2 Physicians per-100K pop. 209.8 2635 246.4 ,Crime.risk-personal 22.7 21,1 15.8 Crime risk.-'property 35.4 24:5 22.1 Noting-Demo&at OA8% 0159% 6.45%- Voting=RepublIcan 0.46% 0,37% 0.51% votinvindepandent 0.06% 0.04% 0.04% 'Educational Attainment: Occupations I- i Iu Graduatie Degree 23.03? 4yr degree 4040a t 2yr degree 9.103 High SCI ool'grads 1' 2.9 5 7.1 to JL5 15 77.5 7o 22-5 21 27.5 311 ul% 15 111 13 47.5 Occupations Occupations 93-5 i M Sulf.lk County Farrnlhg 0591 Consv&'Manf 19.119 Service .4.205. S Sales 2s.?S2 21.419 Management 1&463 9 10 10, .11 115 IS :0 72 2-, 76 2& Average Commute(Minutes) 11111111 zip-i l93s N Suffolk County! J Wer 60. 7.661 11591 7.ei6 45=59 1341 30-4413.914 I 9314 i 15 29 I:aa � 16.203 15 or less -2.113 6.259 0 1 2 l .1 s U A 16 II 12 13 11 1, 11 I% IF Percent CommuteModes Commute Modes ®no-ue3s I■Suffolk County Auto 41.211 CatI7U0! 7.76 i 5.172 Home 3.675 0.639 Other. as 6413 92.504 I Mess Transll 3.4169 0 -5 10 15 ,t A i0 1% 3h J'. V- ., rs ]n ., 04 qS w 70:! Pcaxnl Housing by Year Built: Housing by Year Built Lp-11935 ��Sun0lk Cmmty 1999 to Present 0'67 1998=1998 7'381 7.211 { 1990=1999: 9203 13,175 - 1980-1989 _ 11.253 j 14.616 = 1970-1979 10.257 1960=1969: 8.116 7o.s l1950=1959' 1 I'940-1949 9.41 a 24.215 0 7 1 li A 10 I: 111 Ib Is '211 2: 2d 26 P e¢e l � sr4P�'erlinAys -- ■GCST PLACES./ 11 Part 1. I. Economic Trends 14 the early part of.-.1987 we witnessed a peak in real estate market,activity and prices. In 1.988'through 090 we saw,a down trend in real estate market value mainly due to.aii oversupply,of li9tings,lack of motivated sellers,,-few buyers and-p-oor economic conditions. 'The end,,,of Y990 and the,6arlypart.of 1991 had indicated a,bottoming out of prices and a slight,.increnc in market activity. The early part-of 1992 to the current time has dontinued.to indicate more market activity mainly due to more realistic pricing of sellers and anincrease dbuyer,interest. In 1993,the East End,of Long Island generated its most sales since 1988:. A combination of low bank interest rates and motivated sellers were,the;mdior reasons. 1994w"gimildr. hi,1995,and 1096 in particular,themarket activity increased and was rated as, ,good for low priced'homesand'h,ome-sites and fair to good fbf-dthdrpriee ranges dependingon the offering prices: Vacant.acreage.and-farms indicated'an increase m number 9fsales. Commercial ptoperties1had.a similar trend based.on asking prices. The overall marketplacemas rated As"active,market' and the 1997.was a seller's market4ith,anlncrease,in the-number of sales.and-sellers receiving at or near asking. prices.. 1998 continued to,be a very active marketplace. The number of sales increased and inventory. The residential,market was very strong;the vacant land. marketplace was strong and,the commercial marketplace,fair,"butimproved.. 1999 .continued as,a.very strong buyer's-market for residential property. Commercial property was notas,strong..as the residential,market. 2000 through 2006,cohtinued'tobeavery strong;seller's market for all types of-residential properties. Commercial properties showed moreactivity and indicated a fair to good marketplace. 2007 continued to indicate-a.g9od,marketplace for thearea. The listing base increased forresidential and commercial properties and there weremany..qualified buyers. 2009, like.2000.started-off with abigh level of'inventorybut,p&&g have-decreased, The interestlates are;still,attractive and loans are,available from many,competitive sources nationallyandlocally. However,dueto,the financial crisis beginning and 'O.ot6ber,.20,0.9*,borrowing.will continue to.be more-difficult for consumers and corporations. The:financial,crisis.-has resulted in major-investment,and lending ,institutions either going bankrupt.,or riceditig.-bailout assistance from other healthier corporations orations and/or the FederatGovernment., This problem continuedlo adversely affect - the.-real-estate;marketplace,through.2009. 2010.through 2012 stwedslowly,but the number of sales increased ftomthe Yparsbef6re.on,the North Fork. 2013 and 2014 'Indicated-a�slow increase in"the=mber�of sales and dwindling supply of listings. 2015. and X2016 indicated an increase in the number of sales,a reduction-in listings and a slow rise:.ijn.property values.. The same trend'continued from 2017 to 2019. 12 i Pat l I. Economic Trends—continued Mortgages are available and interest.rates are attractive.. The economic trends for the East End of Long Island are favorable. Interest rates are declining and there is more buyer interest: Owners-willing to negotiate are finding qualified buyers. This trend continued until early-March;,2020. The.Corona Virus pandemic began-approximately the third'week n"Marchand is still affecting the local real estate marketplace. The immediate effect was.the de-listiing of homes for sale as many sellers did not want their homes shown risking contracting the virus from unknown potential buyers. It appears many New York City dwellers are leaving.for the suburbs and the North Fork of Long Island has received many inquiries to purchase here. The Hamptons has_witnessed more of anincrease ininterestrand sales than the North Fork. The.immediate,effect resulted'-in a poormarketplace;the number of sales per month was reduced to approximately ''%Z_-.the. normal totals. The.current marketplace has indicated an increase in the number of pendingsales that indicate-the marketplace to be improving: However,the number of listings are very low and the.lower residential prices are increasing: The outlook appears to be favorable and should continue into=2022. 13 Part,I., J. Ownership According to records available through the Town of Southold,the 6Wn&shipis recordedas Kenneth Monaghan. K. Occupancy The subject is:bccupied asi a singlclArnily dwelling. L -Sales History of the-Subject : T64Ast deed.ofredord-is dated June 21, 1982,R.Allen'Monks and MaireadM. Monks to:Kenneth J. Monaghan,liber 9206,page 209;,consideration.$106,000. 14- Part 2. VALUATION of the ENTIRE PROPERTY A. Description of theSubidd Ijwelling'. The subject dwelling i-s in very good condition. The i dwelling was built in.1950: There were.subsequent-updates and expansions since ince that time,the,most,recent in 1995; The,dwelling e ling is 2 story,.constructed of frame with cedar shingle.siding;ihemoppe windows,asphalt shingle roof,aluminum gutters,and,down spouts. The dwelling has 2;Wlsq.ft-6filiving 9pace.'on both floors. The interior isheated with offhot air and there is central.dir conditioning. The interior is finished with sheetrock walls and ceilings and wp od.floors. There is,a-living room�wwith a wood burning fireplace,dining room, end.lqppd.,porch,kitchen with refrigerator,dishwasher and gas range. There is a master bedroom with-a full b6throbtn with linoleum floor,there is a%bathroom with a wood Mori there.i§1 an,attached,sun room with,heat The second.floor has:3 bedrooms with wood Boors and A full'bathropm with tile floor. Therej's a full,unfinished basement with a built,in one car garage. The basement .has concrete block walls, emment'floor, T ft- ceiling. There is a,Peerless boiler and a RielWburner. The ceiling-Js insulated there.is:200 amp.electrical service!,the washer and dryer are irLthe:basement. 15 Part�2. B. Zoning The:subiect:is zoned R-40—Residential use for single family.homes. The subject would.be considered legal,non-conforming,pre-existing use. C. Taxes.and Assessed Valuation According to the Southold Town Tax Receiver and the Office of the County Treasurer,the total.2020/2021 true taxes'(without exemptions)are: Assessed Land Value---------------------$, 1,400. Improved Assessed Value------------- --$ 6,500. Total Assessed Value-------------------$ 7,900. One-Year True.Tax------------------------$ 11,510.71 16 A Hi est and Best Use of the Subject Property Highest and.gest Use-is defined as: The.reasonable.-and,probable use that supports the highest present,value of vacant, land ordmprove&property, as defined as of the date of the,appraisal. The reasonably probable,and legal-use-of land or sites,as though vacant,.found,to be,physically possib.16. ,appropriately supported,-financially feasible an&that results in the- highest present land.use. Thele are:fbut stages of analysis: 1)Physically Possible Uses 2)Termissible'U9e-._(legal) 3.)Financially Feasible Use -4).,Maxiftially Productive.Use 'The highest-and best uwfor the subject is the 1curtent use as..a,single fknily dWelling4, Part.Z., R Uiree.Aordaghes to Value, Due to.the type of appraisal;and instructions,only the Cost Approach will be used. liadibated.Valuezby-the'Income;Approach TheJncomeApproach.-is that,approach which converts-anticipated benefits to,be :derived from the ownership.of property into a value estimate widely used in appri-iising ,income,producing-properties. The Income Approach will not be used:. Indicated Value.by the Market Data Sales.Comparison Approach The analysis.includes-a dollar adjustment,reflecting,market reapiiQn,to i -those,item&of significantvatfition.hetwepn.the.,subject and-comparable properties. If a significantitern:in the comparable property is superior-to,or more-favorable ,than,the subjectproperty,a minus,(-),adjustment ismade,thus reducing.thoindicawd value,of the:subject. If a significant iteth in.the,comparable is infen'or:to,or less favorable subject property,a,plus.(+)adjustinent'-is.niade;,thu.s:increasiilgthe Jtidioa.tedvalue of the:.subiect- Th- e Sales Comparison,Approach will;not be Used. Indicated Value by the Cost Approach `The Cost,Approach is that approach in the appraisal analysis which is based on 'the supposition thatA.he,informed Purchaser:would pay,no more than the cost of proidoding,.4 substitute property with thesame utility as,the subject property. The Cost,Approaqhwill be used. 18 ParE 2: F. 'Valuation Process The valuation,process is an orderly logical.and concise method:of reaching an estimate of-value. The major steps are: ■ Definition of the-valuation problem ■ Preliminary study Data collection and analysis. ■ Application of the three'approaches • Reconciliation of value.indications. ■ Final estimate-of value Following this.procedure assists the appraiser in reaching,a sound value conclusion. During the process the appraiser is guided by his:knowledge of real estate economics and conditions existing in the subject market. All available information coneerning.the subject.property is considered'in relationship to economic-principles and of the:three approaches.that will provide.the.most accurate indicator of defined value. These value'indications are reconciled by;the appraiser and the final valuation indication is estimated. In.the case of the subject property,pursuant to the instructions and the type of appraisal,the appraiser;has relied on Cost Approach. This_approach will provide the most;accurate,indicator for derivation of a final estimated value: 19 Part I G. Cost Approach The Cosi Approach used'replacement cost figures from.MarshalUSwi#f Building.Cost-Manual. The.square foot areas were taken from Town of Southold property data records. The subject dwelling_is iii good condition. 'The�class.type:for the ,dwelling is goodClass.D—wood bearing,-*41ls with good:shingles,dry walls,,wood floors;.no,'heat: The local multiplier for-this area is 1.5,the extreme weather factor:of 1.:20 applies:to,the frequent;storms,,hurricanes;etc. and location directly near a:bay beach, typilw,gf homes on or adjacent to the:bay. An.additional factor of 1.15 is for the :difficulty iii.receiving building-materials,and the:-sudden increase in..cost&due-to the .recent,pandemic. The:basement is full and.-Unfinished;the square foot area is 1,337. The subjecthomelas'an effective age of 10 years/70,;years economic,life=14 depreciation. Depreciable:Cost_ Dwelling—2 stories base cost per square foot= $ 184.00 x.local multiplier x 1.50. ;base cost,per sq, $ 276.00 x.extreme weather x 1.20 aotal'base:costper,sq.' $ 331.20 x abnormal shortages x 1.1°5 Total Replacement Cost. $ 380:88' Basement Base cost- $.23:2Q x local multiplier x 1.50. "total`base cost per sq:' $ 34:80 x,,extreme.'weatherx .20 total:base cost ger sq.' $ 41.76. xabnormal shortages, x 1.15 Total Replacement Cost $ 48.:02 20 Part 2G. Cost Approach—continued .Dwelling.2.Stories, replacement 6ost'.$ 380.88.x 2,387 sq.' $ 909,161. Basement. replacemontcost$49.02'x 1,337= $ 64,203 Total;Replacement:Cost = $ 973,564. LessDepreciation.14,% = x.,86 Final.Depreciable,Cost $ 837,-993. $ 837,093.round off to: $ 840,000. Subject Depreciable,Cost Value 21 Pitt;2. H. Final Reconciliation The.Cost Approach is the only,approach-to value used due to the instructions..to. indicate a depreciable value of the subject house only. The Income and Sales. Comparison approaches were not used. Upon,consideration'for.the;replacement cost figures less:.depreciation the:cost Value for the'subject is: $ 840,000. Subject Depreciable Cost Value Respec y mi e dr w . S N &S00022831 22 Part 3. 'STATEMENT-of.BASIC ASSUMPT ION&A LIMITATIONS 9tatement.ofBasic Assumptions&Limitations AssgMLtions:,&Limiting Conditions: The appraiser will not be required to give testimony or appear in court because of having-,made this'Opprm-sal,unless wangements'have'been,,previously made therefore. Possession of this report,,or.azopy-thereof,does not carry with it the right of p9bliotion. It.may not be used.fbi any-purpose by any person otherthan,the party, to whom-.ifi.s.Addi6sdd,without the written consent of the appraiser; and in any event,only with proper written qualification;,apd.only in:its,_entirety The distribpti.on�of the total valuation inthisrtportbetween land and finprovements aimlies,only undeithd reported highest and best use of,the property.., The Allotittions-6f value for land an4.I improvements applies only under the reported highest: and best use,of the,property.. The allocations of value for land and improvements must. not,be�.used inconiunction with any other appraisal,and are invalid if so used. Neither all not,,any part ofthe:contents.of this report,,or copy thereof, shall be conveyed tot h6public thf9ughadvertising,public..relations,.news,,sales:or any:qtber ,media,withoutilie,written consent and approval of the appraiser. 'Nor shall the appraiser; 'firm,,.w professional organization,of which-the apprdiser-*a memberbe identified without written consent-of the-appraiser.. The 1ega1 description used in this reportis assumed to be correct. No survey of the property has been-made by the appraiser,and-no%responsibility i& assumed.in connection.with such,matter8. Sketches in this report are included only to assi9t.-theleader in visualizingthe property. No responsibility is,assumed for matters of a legal nature affecting title to the " Property,nor is an opinion of title rendered. The title is assumed to he good and marketable. Inf6rination finnished by others is assumed'to be true, correct and relidble. A .Tqas,Qnable effort.has been.made to verify such-information;however,no responsibility Ior,,itsl accuracy it ass u- iedby the appraiser. 23 Part 3. Assumptions&Limiting Conditions-continued All mortgages,,liens;,encumbrances,,leases and servitude's have been•disregarded,. unlessrsoapecified within the..report. Tlie.:property is appraised as°'tliough.under responsible ownership;and.competent management. Itis assumed;that there are no hidden or un-apparent conditions of the,property, subsoil,or<structures,,which would:render it more or less valuable. 'No iesponsibility is assumed.for such conditionsorfor engineering which may be required to discoversuch factors: It is assumed that there is Rill compliance with all applicable regulations and laws, unless•non-compliance.is-stated,defined and considered in this appraisal report., Itis assurriedAhat,all applicable zoning and use:regulations and restrictions have. been complied"with,unless.a non-.conformity had been.stated,defined and considered_ in .the,appraisal report. Iuis assumed that':all required licenses,consents,or other legislative or administrative authority,from any local,.state or national,government.-or private entity or ,organization have been,or can be obtained.or renewed'for any use on which the value estimate contained in thisTeport is based. It is assumed that-the utilization of;the land and improvements is within the boundaries or"property lines of.the property described and that there is no encroachment or trespass unless noted within:the`report. 'Environmental,Disclaimer The,value estimated-in this report-is based-on the assumption that the property is notaegatively;affected by.the existence of hazardous substances or detrimental environmental conditions. The appraiser is not an expert in the identification ofhazardous.:substances or detrimental environmental conditions. 'The,appraiser's routine inspection of and inquiries about the subject'property did not develop any information that indicated-any apparent significant'hazardous substances,or,detrimental environmental conditions which would affect'the property negatively., It"is possible that tests:and'inspections made.by a qualified.hazardous:substance and environmental expert would"reveal`the existence;of hazardous materials and environmental conditions on or around'the property that would negatively affect its value. 24 Q Moyle creek RT-25 Co �A� ¢ AF o n g s I. a n d _ G N AU p,.�e Ruse Y c l S ARMS Broadwati ra ark re Urd9 $ SA apt ovaeman wafor Od Fl 3 $' pdm AMM r Fi l ter st: t Little Pe conic Bay on Ra a �a .- WOW Old �"''�e� 15 Pe � l _ s ' •D4�'?�'F I '�` „`�•�.°=' _ ?' s�� 're=. ^y.,.�'}�;,;r,�e.+{;j+r. -'-..:�a;=�r;�,;,.:r.:.,'•Q_. - r ...i°rf.�a5;. _ ,�' y'�� �f%';,F ��<y.'ck:���•. 'i .fiyz.,�xj:�zn"i-.,`a � 't-:"_ . - .-�,ti.•,'�e,ti.- --'�%> qty. ',d :rn •.a.,„ ;.t•";�"• _ �l�'�i �':?-'- :.",.��.�:?..,v::�u;?:-..� :':;f.'r�`'; _ � ' ,.t.''�' ;��. :». .i�,,,. rw f. `';:C� r.�= :r:`'f F':r •re�:;%t.::+;.K• -J,;'�(,'{,i.';. r. ,',�`�,, ..:+ -,'):a ��,10& ^.q_ ,1�.-.7'+• .Y;. J '�":r�•,'1'• ..,. .s�'•F,r,'�; �1r«>r.i .=AR"��, _ _._�...._.��,]i:;,t J,' fa'.',..>�:1,..:raw�....✓._._'s�-.._.cii�..._.w...........-�.... .=�r<�'�ir� c 1.,� �i.•r. u .»,a: 3',i .>•''.+w .i..+. .. _,_. Lam'._-h.e.. �... .-•i�:�:._�.a:.�M'..�. ..s..<-Z�G%��1Bb4ic�;L?r�',�<.....:...,.�::�45!',cL•i�.,_._..___.,..___a ('� �",• 7� \.A 4.:�Y to - .�- �w +Y., a ', r �0 p'. - �� - B.t w .,,,a lVr" t ,fp' - •,, ,� ® 'r+t 25 2 _ ✓a a .4wQuc Nib 'i n, :.La .m ► s. 13.OA(c) twEc ws,mcr n +► 9A 7 ✓ r77. o ♦ jt1 r �.' 1 cutcHOWE- � e Q.' �.�... y5 Ol � `_.-� / IEW SUFFOU( /J 16 PARXDMR=- ,it F � �:.: •S ^. 91 $ ,, �,3.y.,� ��. v�3 1� .�`13.,+� o �' ',�0 �•'` BROADWATERS COVE _ •` n 1 9� +' o , 1 • TOWN OF SOUTHOLD 1.4 two) �t: � a 0A: 1z'O �" � p a � '31.WO sa OD �l sCT- ' -ear 1 3 ..�• � ' � 1 •. 9'9'�--:` ce, m My tGl 6 •' V• ' -: �21 1 PM ''mj l� 1.OA(f) � ��p, Lfl. asd a a tir s ttp(c A O � �s s `���•� � o ,4 a �� /J q F\ x Ga 1 i k • !x cq +s � `� �_'�st-(clr-0°,`'-J�- '� 7 a) 1 8 j�"sy ,-�ap�cs,�'-n_•\ ®j Z4 6 _ �wA-fMM ` –� toq R 8'3 R p ®� �'� 1{,Q • HAYWATER COVE W �o •$s 0 �, � "B 1?tb :. U a r �ffif, ! 13 cs' $ 13 PM 011 'Pal w__14 6 i _ - 4 om Sys _ �� *� Jia .e 'pT•. s ' s • r\ K ,3, TOM OF sOUTHOLD sEC NOTICE timu,, COUNTY OFSUFFQLK © E „� s— ,-- t• e,w 4A MENAVCEALTETiFSONSALEOR Real Property Tax Service Agency 'YES MSMBVnOMOFMYFORODY OFTHS County Center Rlverhmd,NY119O1 1 ,W •ar o Poe,3r—— WFFOL%CMN"T"YAg5 PROWWTEG SCALE a FEET' AEIIGL /.l. may: aoo a tee P 1 OSTtr.CT no PRO 1000 Atro '�'^•1-- • IYIo{ t11TM0:Jt NRITfER PERY'+SON Of TME 'eW - dIM ,.-....r-- Mo.�o Wmta.--vAV-- AY3JMY.2' V/t4rtYI1R11 RFA:PROPERTYTA%SERVICE AGEMCY., CdIJERSlOM WtE:Ln Te,mif aa,ro ' Neighborhood Map .Client 'Kenneth Monaghan Pro e-Address,`2750 Nassau-Pt:Road 'City Cutcho ue. County .Suffolk State 'NY Zip Code 11935 Owner Kerineth_Morna han me x+a.��eu+eeanroteor � . ov IDX `' ,Nassau Farms'•, t y._ �, i_ l � ��p�y rpt ,'•L� `'a �� .., F9Braadwatei; F ���"�i��f �ii SIA M!� r} (�4.. rl �, lie ~1 } G �,'�1►�� -�. ,fir ilk F/i OWN m�' �N SII 1p Town of Southold,NY.Ecode'560 https://dcode36O.com/print/SO0452?guid=5162177,5162178,51.62186... Town of Southold,NY' Monday,August 9,2021 Chapter 28.0., Zoning Article. `N.,low=Dohsity Residential R-40 District § 28.0-16...Purpose.. The purpose of the Low-Density' Residential 'R40District is to provide areas for residential development where .existing neighborhood characteristics;water.�supply'and environmental conditions permit,full;development densities of approximately one dwelling per acre and.uiihere Open.space and.agricultural preservation.are not predominate objectives. §:28:0-47. Use regulations. In-an R-40 Dlstrict; limbuilding or premises,shall be used and;no building or part of;:a building';shall be erected or altered which is arranged,,intended or designed Io;be used,in whole or.in part;for any uses except the following: A. •'Permitted uses: (.1)''.Same as§-28043A of the.Agricultural-Conservation District,except that wineries are excluded. [Amended 11-29-1994 by LLAd.26-1994] B. :Uses permitted by special exception of,the Board of Appeals.'The'following uses are permitted as a.special exception by'the. Board of Appeals;.as'hereinafter-'provided,and subject to site plan approval by the Planning Board: (1 j Same:as.§:28043B of:the.Agricultural-Conservation.District;except that a children's•recreation camp,farm labor camp and veterinadan'sofiice"and animal hospital are not:permitted and bed-and-breakfast uses do not n ouiresite plan approval. .(2) Libraries,,:museums'or'arfgalieries. •(3) Conversion:of existing-space to.affordable residential housing. [Added 124=2017 tiy.L.L.No..20-2017] �(a), 'Tenants;,shalf.be-.reserved:tomoderato-income individuals and families who do.not have•any ownership interest in'any other residence or vacant lot.,Tenants:must work,or reside in the Town of Southold.at-the time.they'take.possession. The eligible;applicants must be registered in the Town,-of Southold Housing.Registry, administered by the Government liaison;Officee prior to the' ..commencement.of any,tenancy. (b) Converted space shall be limited to a maximum of six moderate-income residential,rental units: (c)•.As:a condition.,of the,granting of a special exceptionby the.Zoning-Board of Appeals,property owners must convert said applied-for'space to residential use:within six months,-rent the units at a rate at or below the maximum'allowable monthly.renf for affordable housing;units,and maintain the excepted residential units:as affordable residential housing for a minimum penod'of eight years from the date.of granting. (d) All converted affordable residential' housing shall be subject to all Town'and county building code and •septic specifications. (e). All converted afforxJable'residentlal housing must.have at"least one parking,space per unit. (tj The,premises must be located within a designated hamletilocus(HALO)zone: 29 1 of 2 8/9/2021,-2:00 PM Town of Sauthold„NY Ecode360 haps://ecode360:com/print/S00452?quid=5.162177,5162178,5162186... C:• Accessory uses,,lini ted•to the following: Same.as§29043C of the Agricultural-Conservation District. (2) Diregt;marketing of aquacultureor mariculture products,subject to the.following'requirements- [Added.-9-244019:by L.L.No.15-2019111] (a)'. Only.'bona fide acquaculture/maticulture farm operations may engage In'the,direct marketing of,agUhculfore or mariculture products pursuant to this section; (ti)�, A bona fide acquaculture/mariculture farnm'operapdn may engage.in.the.direct marketing•of their produce,at one of the. followlhOocations;but,not.both: [1]. A parcel':containing 'a singly=family dwelling that is ,the primary residence of the owner of a bona fide aquacultureimariculture fami,.operation;;or [2] a.parcel-used•as part,of a bone fide farm operation located on State Route 25(:'Main Road")or.County Road 48 (the,"North.Road?); (c) +Only.products growri by ttie bona_fide aquacuiture/nmarioulture farm operation may besold; (d) Notwithstandingr,anything,set.forth elsewhere:in this article, aL temporary display area located inthe front yard of the parcel may:be used Jn connection with direct marketing taking place at the primary residence of the owner of.a bona' fide aquaculturefmariculture farm operation,.subject to the following requirements: [1]. The display:area shall not�exceed;100 squarefeet and'may not.be enclose--; [2] A reffigeration•unit;not-exceeding•,five cubiafeet in size,may be used in the display area; [3] No geierators'may be used tosupplyelectric_power to.thetdisplay,area. [1] Editor`s.Note:This ordinance also redesignated:former Subsection C(2).as Subsection C(3). (3) Same as,§-2t10-13D of the A-C,R-80;R-120,.R-200 and,R-100 Districts. [Added 12-5-2017 by,CL.No.20-2011] § 280=18., Bulk, area and parking regulations. No building,or premises:shalCbe used:and no;building oripart.thereof shall be-.erected or altered In the Low-Density Residential.R46 District,unless-the_same,conforms,to the.requirements ofthe;Bulk.Schedule and of the Parking Schedule,111 with the:same force and etiect as if such'reguiations.were:set forth herein.in_full. '111 Editors Note:The Bulk Schedule is included at•the end of this chapter,and the Parking Schedula is in§:280-78A, § 28'0-19:,Accesso.ry buildings. Accessorybuildings snail besubject to the same-requiremain as§,280-1.5'of the.Agricultural Conservation District. 30'- :2 of-2' 8/9/2021,,2:00 PM ZONING 280,4uachment I 'Town of Southold Density and Minimum Lot Size Schedule for ResidentialDistricts' [Added 1=10-1989 by L.L.No.1-19891 R40 R-90 R-120, R-200 R400 HD A-C Residential Residential Residential' Residential Residential Hamlet RR, RO' ;Agricultural-, Low-Density Low-Density Low-Den-sity Lo I w-D.ensity Low-Density- Density.- - Resort Residential Dis cts� Conservation (One= Acre).. Acre) (Two-Acre) (Three-Acre) (Five-Acre) (Ten-Acre) Residential Residential Office M1m;mUm lot size(square f6et): 1-family detached dwelling Residential unit without utilities 80,600 40,000 80,000 120,000 200j000 400,000 20,000(vii) 20,000_(vii) 40,000 -Residential unit with cornnumiiYwater 14A NA NA NA NA NA 20,000(vii) .26,060(vii) NA .Residential unit.with community water and NA -NA NA NA NA NA 10,000(xi) 12,000(xi) NA sewer 2-family detached dwelling 2-ftnily dwelling without utilities 160,000-(xii) .80,000(iii) .160,000(xii): 240,000(y) 400,000(vi) 800,000(vi) 40,000(ii) 40,000(ii)' 80,000(iii) 2-fhmily dwelling with community water NA NA NA ' NA NA NU 40,000(ii) 40,000 0 NA 2-family dwelling with community water NA NA NA NA NA NA 20,000(Ai) 20,600(vu';) NA and,sewer Multiple dwelling unit or-townhouse' Multiple,dwelling or townhouse,without NA NA NA NA NA. N 20,000 NA" NA, .utilities Multiple dwelling or townhouse with NA NA NA NA NA NA 20,000 NA' NA community water Multiple dwelling or townhouse With NA NA NA NA NA NA 10,000 BA' NA conimunity,watei and sewer Motel-,hotel.or conference center guest unit' Guest unit-without utilities NA NA NA NA NA NA NA 6,000 NA Guest unit with community water NA _NA NA NA NA RA NA 6,600 NA 'Guestunit with community water and sewer NA NA NA NA NA -NA- NA 4,000 NA Nonresidential use(as permitted) Use with orwithout utilities 80,006 40,000 86'.000 120"000 200,000 400,666 NA 40,006 40,000 KEY: NA_=Not applicable. NOTES- I Roman numerals refer to applicable column in the Residential Bulk Schedule.Where no Roman numeral is indicated,refer to th 2 edistrict column nnn in the Residential Bulk Schedule. For multiple.dwelling,hotel,motel and/or conference uses(where permitted),this table refers to minimum lot area per unit Refer to the Residential Bulk Schedule for total lot size,yard and setback dimensions for the4pplicable district unless more-restrictive requirements are indicated in the text of the chapter. 3[Amended 8-1-1989-by L.L.No.14-19891 280 Attachment 1:1 05-.01-2006 ZONING 280 Attachment 3, To**of Southold .Buik Schedule for Residential Districts (Added,1-100.1989 bjL.jL;No,1-1989;amended 6-29-2021 by L4--No.-9-20211 Column 140. i ii 1ii IV v rj vii ix X XII Residential Unit 2-Family- Where Detached Community Dwellings. District' A-C R40 R-80 R-120 R.;200 ,Water and In R-80 R400 HD RR RO Sewer Available Disitiet Minimum requirements fdr I-family detacheii Lot size(square feet) 40,000 8 600' 120,000 100,006 400,0 R1000 0, 20,000 20,000 40,000 10,000 10,000 Lot width(feet) 175 ISO 175 100, 270 276 75 75 .15D 60 2777 Lot depth(feet) 250 175 250 300400 40.0 120 120 17$ :90 40D Front Yard(feet) 50 .60 60 60 .60 -35 35 50 30 60, Primary front yard(feet) 60 50 60 60 60 60 55 35 50 30 60 Secondary front yard(feet) 40 35 40 40 40 40 25 '25 35 10 Side yard(feet) 20 15 20 30 36 30 75 15 is is 30. Both side yards(feet). 45 35 .45 60 60 60 30 30 35 30 60 Rear yards(fee) 75 50 75 85 100 100 35 35 50 30 85 Livable.floor area(square feet per dwelling unit) 850 850 850 850 950 850 850= 8503 850 850 850 Maximum permitted dimensions: Lot coverage(percent) 20 20 20 10 5 5 25 25 20 25 10 Building height(feet) 35 35 35 35 35 35 35 35 -35 35 35 Number of stories 2'2 2% 21/2 2Y2 -21/2 216 2Y2 21/2 2V2 2Y2 2% NOTES: See text of chapter and Density and Minimum Lot Size Schedules for applicable districts. Except one-bedroom or studio in multiple dwelling may have 600 square feet.Minimum floor area may be reduced up to 200 for moderate-and/6r loWei-cost dwellings. Except,one-bedroom or studio in multiple dwelling may have 600.square feet. 280 Attachment 3:1 Supp,54,Aug 2021 National Flood Hazard Layer FIRMetteFEMA Legend 72°2771N 41°0'48"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FlttM PANEL LAYOUT Without Base Flood Elevation(BFE) tEL►7 Feet) SPECIAL FLOOD VAth BFE of Deptll7onC Al AU AN Vt AH ECi,Af� \� HAZARD AREAS Regulatory Floodway 0.2%Anraial Chance Flood Hazard,Area EL 6 Feet (ELti7�Feet) ` `�` (ELtB Feet) of 1%annual chance flood with average depth less than one foot or with drainag. areas of less than one square mile zone, ZQt7C�/�� , Future Conditions 1%Annual (DEPTH 1 Ft3et) IF, Chance Flood Hazard znnc x Area with Reduced Flood Risk due to ZOne A E OTHER AREAS OF Levee.See Notes.z—, (Elis Feel) i FLOOD HAZARD Area with Flood Risk due to Levee/--) NO SLVEEN Area of Minimal Flood Hazard f Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard ' ■ GENERAL -—-- Channel,Culvert,or Storm Sewer STRUCTURES IIIIIIII Levee,Dike,or Floodwall ZOnpiC,Q (DEPTH 2 Feel) ■ us Cross Sections with 1%Annual Chance s 176 Water surface Elevation TOSLr11 O outi�old .- - - Coastal Transect --»ai— Base Flood Elevation line(BFE) 36481'3 Limit of Study :i Jurisdiction Boundary —--- Coastal Transect Baseline i OTHER _ Profile Baseline * FEATURES Hydrographic Feature eff. 9/2S/2W9r AREA OF NNNIMA�L�FLOO moms Feet) LI Digital Data Available N Zrjl?e�X L� No Digital Data Available ' MAP PANELS J Unmapped 1 4 The pin displayed on the map is an approximate point selected by the user and does not repfese �..f1 an authoritative property location. This map complies with FEMA's standards for the use of Z digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This map was exported on 12/30/2021 at 11:26 AM and does not reflect changes or amettdments subsequent to this date and time.The NFFtI and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear.basemap imagery,flood zone labels. legend,scale bar,map creation date,cofnmt"ty identifiers. FIRM panel number,and FIRM effective date.Map images for Feet 1.6,000 72°26'301V 41°0'21"N unmapped and unmodemized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. .1• 1 w l I� a.- 4 � �.yr�.w•�+`-' yrs_- ♦ v 27541 Ndtitidu P[. Kodd _ t t Vic IV i ' y4k,,_ h Alt 1C..✓j� 10 r 5ko r—- _._T _ct's..-"r' �L•'Ji�', -,�Jee,el lma�_R 3,�•JOy.hlrruso�!`Cuq y Pae#11 Building Sketch Cllelrt Kenneth.Monaghan Propeo Address, 2750 Nassau Pt.Road city cutcho tie- County Suffolk' State NY ZI Code 11935 Owner Kenneth'Mona han 10'. 35'. in 35' r Kitchen n Sun Roam Living Bedroom Bedroom lo' Master Bath m o n, m e Dining Master Bedroom " BathBedroom Sbath 14' ,35' Enclosed Porth 2nd Floor 1st Floor 21' Subject Dwelling Al '°j'•'rriode"`. Area CalcutatioresSummary Fast Floor 13375q R 14 x 10= 140 35 x 30= 1050 7 x:21 - 147 Semnd Floor 1050 S4 R 30 x 35=1050 Total Living Area(Rounded): 2387 Sq R. Form SKT;LT.BIdSkI—VinTOTAL'appraisal software by a la mode,Inc,—1=800-ALAMODE TO THOLD PROPERTY RECORD CARD 'A f- OWNER STREET 71 VILLAGE DIST. SUB. LOT ' " cY Tlr a:J A!t f Q C:Ci �J �G !i,� G U e' F /va J'c/��;I✓ !�G' FORMER OWNER N E ACR: S W TYPE OF BUILDING Cfa f Je r j RES.>/jJ SEAS. VL. FARM COMM. CB. MISC. Mkt. Value .LAND IMP. TOTAL DATE REMARKS Ll j C Y� L' l q00 � ������ !��j� ��?� ���� d-��•�� i! � •�} �� �` f�i 1`_,mss. /"1 � ` '�� �l yr 6��--gyp i_' .� W.I 7 OC AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM_ Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot $�7 spa `� �� _, DEPTH -�' BULKHEAD Total DOCK � o ■■■■■■ ■■■■■■■■■■ ■■■■■■■■ F OMEN ■■ ■■■■■■■■■■ ■■ ■ ■■■■■■ ■■■■■■■■■■■■■ENE ■■. ■■■■■ fzoff■■■■■■■■■■■■■■ ■■■■ ■ ■■■■■I■■■■■■■■■■■■■■■ 'ta T t ■■■■■■ ■■■■R■■■■■■■■■■■■■■■ ■■■EN■ ®■■■EM■■■■■■■■■■■■■ MMM ■■■■■®■■■■■ ■■■■■■■ i ■■MMM ■■■■■■■■■■■■MEN ■ ■ -77 ■■■ MFRINHII ■f■W■■■■■■■■■■■■■■ 4 ■■■■U■■■®■■■■■■■■■ ■■■■■■ ■MEMO■■ ■■■■■■■■■■ ■■■■■■■ ■■■■■■■ ■■■■■■■■■ ■■■■■■ Foimdation ® Basement .. Yv .. (� f.✓' � � mat" :r - ■®®®® NEN■N�1■■■■®®� ■■■;i�®■■ ■®:moimool® NEON ®■■ ®■�®®n®■NN■N■NN ®NE . . lip ®® sLAd . L Fire Plac Dormer r VO F -.. MINE .. f 110® INEEN TOWil OF SOUTHOLD OFFICE. OF.BUILDING IASPECTOR TOWN HALL SOUTIiOLD, 'NEW YORK CERTIFICATE OF OCCUPANCY NONCONFORMING PREniISES THIS11S.TO CERTIFY that the / { Land Pre C.O. #- Z14526 /X Building(s) Date June-17. 1986 located'at 2750 NASSAU POINT ROAD CUTCHOGUE' Street Hamlet shown on County tax map:as`District 1000, Section .104 Block 12. Lot. 16 does�'not3conform-to the present Building Zone Code of'the Town'of.Southold for the following reasons: -Ifisufficient total area. Accessory shed in .front yard. On the basis of information presented to the Building Inspectors Office, it has,been determined that the above nonconforming. F1 Land 4X/Buildings) Y_/Use(9) exi'ste'd on.the.effective date,the,present Building Zone Code of the: Town of Southold,.•and-may be continued pursuant to and subject to;the appli- cable provisions of said Code. .IT"WS FURTHER,CERTXF'TED.that; basedupon information presented to :the Building Inspector's Office, the occupancy and use for whidb this Certifi- -Property -contains a one & one half story, tate'%s issued is as,follows:, one family, wood framed dwelling, with an accessory. s1i6d; and. retaining .wall. All this situated in the ".A" Residential ,Agricultural zone with: access to Nassau Point Road. The,Certificate is.issued to Kenneth J. Monaghan (.owner, 4*jtML *gUM f o,f t4o.)afore said:building. Suffolk,ldounty Department,df.Health Approval N/A UNDERWRITERS CERTIFICATE NO. N/A NOTICE,IS HEREBY GIVEN that the owner of the abovepremises'HAS NOT`.CONSENTED TO.AN.INSPECTION of the premises by the:Building.Inspec= tor'to determine,if ahe.premises comply with all-applicable codes-and ordinr ances ,:other than the,Building Zone Code, and therefore, no`.such inspection -has been,conducted. This Certificate. therefore, does:not, and is not intended to certify thatAhe premises comply with all other.applicable codes•and'.regula- gons.. Building 'inspector ,39, { ,j r mom•. E-Ni90/z•ro•E-' A . 369 � ' s - � O,co Co vE ,�a•�p .14FF�1c^''C.r..r•�-Tsr:�av•tyo,/oou•%Oi/•/r•/6 ___ __ _ _ �' i�✓�t'i' f ��.IOE Fac•�ENi1!ET!Y,f A�DN!R�f1AN _� C,mwp,.:f�.N'/!7��C I IN �•Gt[1TiYOtO.N�% ,i►v-o:�;%Viysa Iu .wT�Af�EryGL�o/ iO Fi/i.�l M2.Ara �cic9iiay./✓.ysss+u.�o.+•y�_ :Sresya�1Qarya�o N. Y.' GcrrRI.A!vr�v Ta.Te-�ay��+�ixo�lY•as�G�� L'ailhrw.,iE.flGlr.11vvT�cE'I�r�d9•MtZ�Lo,•. ,1cre�,•/�=so' �.Gf � lri-d..�lfi�=.r�,' ca✓caErQ.nAe�iv�s,�✓rs zs�o.,.,v T.r�is• - 40 I; FORM NO.. 4 TOWN OF SOUTHOLD BUILDING DEPARTNENT: Office .of the Building Inspector Town, Hall Southold., N.Y. CERTIFICATE OF :OCCUPANCY No Z-22763: . Date DECE11BER 2, 1993 THI& CERTIFIES that the building ADDITION &: ALTERATION Location. of' Pkdperty. 2750 NASSAU POINT ROAD CUTCHOGUE,: N.Y. House. No.. Street Hamlet County Tax :Map No. 1000 Section- 104 Block 12 Lot 16 Subdivision'. Filed 'Map No. Lot No., eonforms ,sabstaptially to the Application for Building Permit heretofore filed in this office dated FEB RUARY 17, 1993 pursuant to which Building Permit No. 21230-Z dated FEBRUARY 22, 1993 :was issued, and. conforms to all of the requirements of the applicable .provisions of the ,law. The-occupancy for which this certificate is ssu_ed. _"is, ADDITION .& ALTERATION' To EXISTING ONE FAMILY.-DWELLING AS APPLIED:'FOR. The,cert ficate. is issued 'to KENNETH .& REGARET MONAGHAN. (owners)" of 'the. aforesaid building. SUFFOLK -COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS:CERTIFICATE NO. N-291965.. - OCTOBER S, 1993 PLUMBERS CERTIFICATION DATED NOV". 15, 1993 - HARRY PLUMB. &' HEAT. NORTH_ it g Inspector " 41 CERTIFIED TO:KENNETH MONAGHAN LOT AREA:37,127 SQ.FT.=0.852 ACRE SURVEY OF ELEVATIONS HEREON REFER TO NA VD 1988 METES 8 BOUNDS HEREON AS PER ADJOING DEEDS AND L Q T 1]J�� FIELD MONUMENTATION MR P �6 JOB N o.2019-246 OF NEW',' ROAD LINE ALONG NASSAU POINT ROAD IS AN UNDEFINED CURVE. AMENDED MAP A" MAP NO.:GU �� THE TIE LINE THROUGH THE UNDEFINED CURVE AS PER ADJOINING DEEDS REVISIONS:UST 16,1922 �~pQE� w."4a �� NASSAU POINT ADD TEST HOLE,LOC.LIG MARK OUT 9 * LOT AREA TO TIE LINE SI TtlA TE A T PLOT PROPOSED ADDTIONS ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE NASSAU POINT ADD NOTES FOR SCDHS AP1 F IMPRVED AND SERVICED BY PUBLIC WATER TOWN OF SOUTHOLD FOR ENGINEER SAN. E 6 N LOC 20 SUFFOLK COUNTY,NEW YORK ADD ENGINEER SAN.DESIGN LOC 3/2/21 050 38 O CURRENT ZONING:R-40 S.C.TM.DIST:1000SEC.:1048LK.:12LOT 16 eA ALLOWABLE LOT COVERAGE:7.425 SOFT=20%(BUILDING 6 ROOFED STRUCTURES) �FDLANpS EXISTING LOT COVERAGE:1,256SQ.FT=3.4% 20 10 0 20 40 60 80 100 120 140 160 180 PROPOSED ADDITIONAL LOT COVERAGE:1,116 SQ.FT. SCALE:1'=40' DATE:JANUARY Z 2019 JEFFREY WHADERERLS. PROPOSED LOT COVERAGE:2,372 SOFT.=6.4% LICENSE NO.:050538 - m PROPOSED 2'X 8'-6'BAY WINDOW ■PROPOSED 10'X 11'l STORYADDITION a PROPOSED 4'X 8'-6'STEPS I ANDSUR� G PROPOSED TX 20'-6-DECK AcrnSARToWWCWsumrlllrxI DILIAV PROPOSED 2nd STORY ADDITION � 188 W.MONTAIN HIGHWAI;UMI Ei �_ OVER EXGSTING PORCH 16'X 20'-6' BA HAMPMNYS,NEW YORK 119-x6 � (PROPOSED CELLAR ENTRANCE LOT 176 � V' 1I-769-8777 email:n in7or,Fd�nJswseNAahoo.tom OPRQPOSED 2 STORY ^EF COPES OSURVEY F"NS EITHER PAPER OR NOT SEAOMG t8-f0'X39'ADOITroN NOW NNNVVMpMAN TmEm nwiEDSSEAL OR LANSO �OL CONSIDERED USED oa�PURPOSE. TEST HOLE DATA Z00:_ �r t c 4�/ A Et 1z.o' 106,0E � 1 - ,'� SANDY LOAM N 7 W/GRAVEL // an,rs+u, 'f 12 - z m O (SAO MIXED SANG Z _ / •`n a w 14 c VEL o W/GRA S / G)rS� O � / /i / �fl-j--- �r � � ru� �.' t� 7.9, COARSE SAND O / W/ISI 12.0'G.W EL.:Off WATER BY Q / A LOT 175 COARSE SAND O a� , r / • n 4 _ pO W/GRA VEL __ _ (SP) 18.0' �� ------- ``M"="� -401 TESTHOLEOMNGS co 9�YIINI GROUWWAIER EnraAvreRwrrWOW suRrACEGRA1u OF 2U lip t� Es MppRE LY LOT 174 FO LA1Ip NMA OR HAR ES LOF Y 16-- -- EXISTING CONTOUR DIGITAL RELEASE -16 —PROPOSED CONTOUR ..�� OFI-ICE Ailnimss: . TOWN OF SOUTHOLD �bF4TC6�HOURS m PHONE - 57o057tuU•t•6_;-P:o:nos'tani= Ct CM.-I DATED-It EA1. P1t01'EI2TV TAX 1311.E )tov-tw edw natm4=qO PAI SOUT110,2T NY 11971.0{99 DECEMBER 1.2D21-N(IYESIBEII 30.4024-TAXES BE('UMF.A LIEN IIF.CES111E11 i.EOEI OSI-711:1-IH03 F.-lX:031.705-51811 SUFFOLK COUNTY TAX MAP NUMBER SCHOOL CODE IFTHE WORD-ARREARS-IS PRINTED HERE SEE' BILL NORCE OF ARREARS ON REVERSE SIDE.4 NUMBER 473,889 1.09.-12-16 382 13 12721 PROPERTY , 2750 WASSAU TOINT RD 0.-89 COUNTY AID TOWN All) OD 318,304,9951. 3,'178,.551 PROPERTY CODE iROLL SECT' PROPERTY TYPE 21, 1 1,,Farri.ily .Res WARRANT,. , . YOTALASSESSMVNT 2 RGEE ,CT 21 1•AN.KENNETH' 12/07/20 ,400 7,900 2 GEENSIDE DURHAM, NC 27707 ' • ' ' MONAGHAN KENNETH; 2020-2021 TAX�PAYMENT INFORMATION NOTICE- OF ASSESSED-VALLIE lst'Half 12666 $5,813:36, 01/11/2021- AssEBsen vALUE RATIO 100 OF FULL VALUE ;Qrtd,Half' 12666 $5,'697.35 0.4%15'/2025 7.,,900 WH10F1 0.88oppRg: 897,727 IS: LEDES IP LEVY TAXABLE VALUE TAXAHOUHr TOTAL TAX AldOUNT T CK.SOL 61-38t 1,�JUU 7,Z96A5 CUTCHOGUE LIBRARY 5.66 : 71900 85:196 0.801% 672-•65 TAX LEVIED67.04% FOR SCHOOL IIIE7,968.70Illl . SUFFOLK.COUNTY.TAX, 1.10 7,900, 16.620, 0.00 131.30' SC,COMMUNITY•COLLEGE: 0;.,12 :,' 7:900 1.771 0.'00$ 13.99 TAX LEVIED2 O. COUNTY 2 : so o , I - TAX LEVIED 22.55% FOR TOWN2,679.87 MTA PAYROLL TAX 0.09 . 7,900 0.5B71 OUT.OF.,CTY'SCCC 0.030' 7•x900 0.517 -44.10$ 4.08, NYS:REAL 'PROP'TAXLAW 0':93,1: 7,.900 13.994 258.70% 110:55 CUTCHOGUE;FD 6.'37 • 7,;900, 95.:786 15.M 756..-71 CUTCH-NEW;,SUFF PARK 0,.,44.$, 7,900, 6.635' 2:00; 52.92 SO LID'WASTE.'DISTRTCT 1:38% 7,900 20'.766 2.90 164.'05 9.19% 1,09245 I. FIRST HALF TAX 55.943:15 SECOND HALF TAX 35.943.16, I TOTAL TAX LEVY 10, S11:886.31 DUE DEC;1.2x21 PAYABLE MTHOUT PENALTY TO UA 10.2N2 I DUE DEC 1,2021 PAYABLE VA"JrM4A1NY1OUAY3I.202 EEE FIEVEAScTHIS TRX.MAY BE PAID IN ONE OR TY/O INSTALLtAENTS SEE REVERSE E2 FCR PERAITY SCREDULE SIDE FOR PENALTY SMMULEA140 COUN9 I' IYCOMPTROLLERDITCE -____.._______- SECOND HALF-SOUTHOLD TAX LEVY•2021-2022 SUFFOLK COUNTY TAX IAAPNUMBER DETACH STUB AND RETURN WITH SECOND NALF,PAYMENT�RETURN BOTH STUBS 47.3869 -104.-12-16 FOR'PAYMENT OF TOTAL TAX,MAKE CHECK PAYABLE TO:KELLY J.FOGARTY, RECEIVER OF TAXES AND WRITE BILL NO.AND TAX MAP NO.ON FACE OF THE CHECK. AMOUNT DUE BILL NO- . , . , 55,943.16 12721 PAID BY:. ❑ASSESSED []'OTHER [I CHECK HERE IF YOU WANT A RECEIPT, MONAGHAN KENNETH: The following-bank branches located within the Town,of Southold accept payments during,regular business hours:Dime Bank,People's United: 47388900.000104XZ12Z1.601272121000000000059431.601188.6316 ------------------------------------- FIRST HALF-SOUTHOLD TAX LEVY-.2021-2022 SUFFp�,KCOUNTYJAXfJAPNUMBER 'DETACH STUB.FORFIRST HALF PAYLIENT•-RETURN BOTH STUBSFOR 4,73889, '1 4.-12=16 PAYMENT OF TOTAL TAY,MAKE CHECK PAYABLE TO:KELLY J.FOGARTY. 'RECEIVER OF TAXES AND WRITE BILL NO.AND TAX MAP NOON FACE OF THE CHECK. AMOUNT DUE BILL NO. FIRST HALF TAXES BECOME A LIEN DEC 1 2021.PAYABLE WITHOUT PENALTY TO JAN.10.2022 .PAID BY: ❑,ASSESSED LlOTHER $5.943.15 12721 ❑CHECK HERE IF YOU WANT A RECEIPT MONAGHAN, KENNETH. dd $11.886.31 ,1Wa:followiing bank'branches located,iMin'ttie Town:of Southold a�cept payments du ft'regulat,busiriess hours:'Dime Bank,People's United.- 47388900000104XZ12Z1.6612721210059431506000000011886315 '%,.&d-N,Y,9,T Uc.Form,80a2_. .aa,jnn,nd,5-kDrid,'wi�hGovcnror,8iinir;Gr.nroi'vAsrindmduilm; • ion SinEleSAea 1, ICONSULT`YOUR LAWYER;BEFORE_SIGNING THIS:INSTRUMENT—THIS INSTRUMENT SHOULD.BE _BY 1'AWYERS.OLvt Y:"' THIS;INDENTURAmad'e Itis" aI day of, ,June, ,nineteen hundred and eighty-,two R, ALLEN:MONKS and' MAIREAD M. MONKS,,, his wife, residinq at. a, Milmohr Court, Northport;,, New York 1.1768, patty,of,-the rfirst part,.and KENNETI[MONAGHAN', {re"s141ng at .44 Franklin "Count East, 'G'ardeh:.:C ,ty, 'New York_ 11530 ,asrF1CT- sECTJON' ALOC_K LOT Eam ,party secood pant,' �,1$ '1? 21' - WUNESSltft,that;the:party of`the fiist-part,:itcon4deration of%en,dolUrs_and otheryaliiable consideration � �ij�;C��.' paid;.by�tlte party o[ttiasecond:.part,docs,,htreby;granY;and release_unto't}ie gamy-of;tbc-secarid;parf;-tfie�heirsr or successors and asstgos oE'ttie partyof thr second part forever,, I ALL that:certatn plot piece or parcel of land,with.the buildinp-aud improvements thereoit erected,situate,., �. lying and beings at Nassau Point, or,'Li.ttle,Hog I�eck, Suffolk. County; New,-Yor-k-znd---known and der.ignated• as--.Lost. Number :7.75 -on_.map,._entltled.,__..... °Amended .Map A,of Nassau P.oirt.t,, owned by ,11as,sau Point Club+ Properties.,, Ine. 'sxtuated• in the Town, of Southold, Long ,Island, N.Y.'', surveyed ,June 28:,. 1922, by.. Otto ,W.. Van Tuyl C.E. and' Surveyor, Greenport, New. r.� °-• Rork, ,and filed 'in e.the Of of the. County, 'Clerk of Suffolk County, ' I-ts�':i:�s {---. �'New-York;, :on Augg'st. 16, -1'922 a's file number 1'56.. i3EINGi,ANII.",INTENDER TO BE the. same-premises. Conveyed to,the patty of the 'first.part by deed dated. October' 22;, 1'980,, recorded in ,the Office: of the .Suffolk County -Clerk 'in Liber 89.13, page 535.. +" \ ' N $..; 7 its �J9 J11� 2 _ Tall FSR TAX c ;tiY ;•TOGETHER Kith ali right,title and interest;:i[any;of thc,party:Of•the-first part-in,and,to any streets and roads auutting•ilie aboge--described,premi'ses to We.center lines therc6E•; I'OGETRER with•thc.appurtenances and,all the-estate aod'rightsiof:the,,party-of the fiist part,in and;to said premises;,TO'Y-tAVE.AND:TO.. XIOLD;fhe premises aieran'granted'unto the:party of thesecond part,the heirs or suczessors and,assigns of ntHe;party;of the second,part foiever `,ANDIbe party of the firsvpart,covenants hat the party of.the first,part has not done'or suffered,anything eNhereby'the said premises have bcen encumbered yin any way whatever; except:,as aforesaid. _ AND'°ttie',party-oI3Ne fijsl part;'in,coiripliance avith':Seciion l3 of the Lien covenant's that;[he.party of i:the"first•part nill`.receivc the consideration':for this conveyance and will hold the right to,icceiie such'consid- . eration,as a trust.fund,to he applied firs(fur the purpose:of.:pay ng the`cost,of the improvement and wiWapply anthe;same,first. io e.jlaymenf.yf the,cost of the-improyerncnt before usmg,any part of the•total;of the same-for y otFier purpose: The.av^ord?'party"shall be eonstrued'.as U it:read."parties"whatever the sense;04"this indenture-.so requires. IN>W1TNE5S WHEREOF,`ihe party'of thrfirst"part.has' b1y executeti.;his aced•tF3eday aitd,:year first.aliove. written. - y . ..• - IN PRESENCE OF' - ,,� • - ' • .. I ',- /�trllliG�ul .f�i.�4�t-�f✓- MA3'READ,A. IdONKS .ARTHUR J.;ALICE- o Suffolk Co;!ntv Pa a#2 Subject Photo Page Client Kenneth Monaghan Property Address 2750 Nassau Pt. Road Cily Cutcho ue_ COUnty Suffolk State NY ZIP Code 11935 Owner Kenneth Monahan ' Subject Front r � M� Subject North Side P s Subject Rear 1 ■ man `n,. ,A 45 Form LPICPD(.DSS LTR—"V iinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE [Page_#3' Subject Photo Page Client Kenneth Monaahan Property Address 2750 Nassau Pt. Road city Cutcho ue __COUMY Suffolk State NY Zip Code 11935 Owner Kenneth Mona han Subject Rear IN M E Subject South Side Y; Subject Rear Porch P Y 46 Form LPICPIX DSS I TIC—"MnTOTAL'appraisal software by a la mode,inc.—1-800-ALAMODE Page#Z Subject Photo Page Client Kenneth Monaghan Property Address 2750 Nassau Pt. Road city Cutcho ue COunty Suffolk State NY ZRCode 11935 Owner Kenneth Monaghan _ Subject Living Room at 2- Subject Living/Dining Subject Dining/Porch i�rtLFi. 47 Form LPICPIX.DSS LTIC—"WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Pae#5 Subject Photo Page Client Kenneth Monaghan Property Address 2750 Nassau Pt. Road City Cutchoque _ County Suffolk _ _ _ State NY _ Zip Code 11935 Owner Kenneth Monaghan Subject 1/2 Bath ...•\ A n - r d Subject Master Bedroom Alk tJ Subject Master Bath 48 Form LPICPIX.DSS LTR—'WinTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODE Page_#6 Subject Photo Page Client Kenneth Monaghan_ Property Address 2750 Nassau Pt. Road city Cutcho ue Coun Suffolk State NY Zip Code 11935 Owner Kenneth Monaghan Subject Master Bath/Closet too f Subject Kitchen J M A a ,r Subject Sun Room T ' A 49 Form LPICPIX.DSS LTR—"WinTOTAL'appraisal software by a la mode,inc.—1-800-ALAMODE Page#7; Subject Photo Page Client Kenneth Monaghan Properly Address 2750 Nassau Pt. Road city Cutcho ue County Suffolk _ State NY Zip Code 11935 Owner Kenneth Mona han Subject Stairway-2nd Floor .Y y` j7 Subject Bedroom #2 Subject Bedroom #3 } y 50 Form LPICPIX.DSS LTR—`WInTOTAL"appraisal software by a la mode,inc.—1-800-ALAMODF _page#8' Subject Photo Page Client Kenneth Monaghan Proprty Address 2750 Nassau Pt. Road CRY Cutcho ue County Suffolk State NY Zip Code 11935 Owner Kenneth Mona han Subject Skylight r Subject Bedroom #4 Subject Skylight 51 Form LPICPD(.DSS LTR—'WinTOTAL"appraisal software by a la mode,inc.—1-800-Al AMODE Page#9 Subject Photo Page Client Kenneth Monaghan Property Address 2750 Nassau Pt. Road City Cutchogue County Suffolk State NY ZipCode 11935 Owner Kenneth Mona han Subject Full Bath #2 Subject Basement v Subject Basement/Boiler 52 Form LPICPIX.DSS LTR—°WinTOTAL appraisal software by a la mode,inc.—1-800-ALAMODE Page_#10 Subject Photo Page Client Kenneth Mona han Property Address 2750 Nassau Pt. Road city Cutchogue County Suffolk State NY ZipCode 11935 Owner Kenneth Monaghan Subject Basement/Hot Water J fi Subject Washer/Dryer i Subject Basement/Garage >f 53 Form LPICHOSS LTR—VinTOTAL'appraisal software by a la mode,inc.—1-800-ALAMODE CERTIFICATIONBY''THE APPRAISER j hereby certify that I have personally.inspected1he property.that.is the subject,of this appraisal report. That to the best of my knowledge and belief,,the statements contained in. tho:appraisal herein set forth are true and the information upon.which'the�opinions expressed therein are.based is correct;subject to the,limiting;conditions ihereim set forth.. The.reported;analyses,:opinions.and conclusions are limited only,to the mp_orted;assumptions andaimiting conditions and are,mypersonal,unbiased professional analyses,-opinions and,conclusions. I`liavemo.present or-prospective interest in the,property that is the subject ,of'this::apprai'sal report;.and:I have no personal interest or.bias with respect to the ,parties involved: -My compensation-'is nottontingent on an actioin or'event_resulting from, the analyses, opinions or-conclusions.in,,or the use,of,this,report: My analyses-,opinions and conclusions'were developed,and.this report has.`been°prepared in connection with the standards,and:reportingrequirements of the AppraisalFoundation;-New York S.tate'and'the Unifor n.Standards of Professional;Appraisal Practice:. I i I' I 54 QUALIFICATIONS OF THE APPRAISER I;Andrew D.Stype,N'YS'.Certified,General.Appraiser#46,000022831, age 72,, certify,that I.have.been in the appraisal business for fair market value since 1:971. :Since that,time I have completed over 5,000,written,certified reaf:estate appraisals for residential properties,farm properties-.lots,and business properties. I am-currently-the president of Andrew Stype Realty Inc..(formed in 1998) formerly Stype:Brothers Real Estate,Inc.and I have.been-in this position since 1983. Thebusiness was purchased from my.father,Val W.,Stype,who had started the real estate and appraisal business'back in 1964. I have personally,engaged'in the purchase and sale,of real estate on the-east end of Long,Island:for investment: This�experience,has helped me to,determine market.value. Currently,Andrew Stype Realty Inc. is an active sales office involved in the sale of all types of.residential properties,farm properties,,vacant land and commercial property. We maintain:a fiill4ime-sales.office,and.iwaddition,offerconsultation and :management services. Currently our office covers=Calveiton to Orient for sales and.the,towns-of Southold,Riverhead,Brookhaven,Southampton, East'Hampton and Shelter Island for appraisals. As ofthe date of this report,I.have completed all.educational-requirements for the, current license term which expires 2/6%23. 55 QUALIFICATIONS—continued New York State Licenses,Designations,.Merimberslups e° New York,State;Certified Real Estate General'App_ raiser;since 2/6/95: • Identification #46,000022851. • New YorkState Certified.Residential.Real Estate,Appraiser since_ 12/2%91: • License,40691. • Member.Columbia'Society of.Real Estate Appraisers. 6 Member Of the New York State;Association of Real Estate.Appraisers Member of the Suffolk County Board of Realtors a 'Member of.the;Hampton.and North Fork Board of Realtors Designated'.Approved Appraiser by Suffolk,County Real-Estate Department 4Licensed:Real'Estate Broker 1980 o Licensed Insurance Broker 1.972 • Licensed Real Estate Salesperson since1971 • P.astBoard of Director Eastern.Suffolk Board of Realtors • ,Past Board of pirector:S'uffolk County, Board of Realtors •. .Desigtiated..Approved Appraiser Town:of Southold ,Meinber�=Lorig::Island:Board of Realtors—MLS 56 QUALIFICATIONS—;continued—Education W Successfully Completed 28 hours continuing education— Income;Appfoach,Cost Approach,USPAP, 1/15/11. i Successfully Completed Aft-of the Addenda 11/17/08' • Successfully Completed Appraisal'Trends 11/22/08 W. Successfully Completed 7-Hour USPAP Update 10/17/08 • •Successfully-Completed EHA-&VA Appraiser 10/3/08. • Successfully Completed New York Fair Housing 9/15/,08. •: Successfully Completed 7 Hour National USPAP Update:Course 10/26/06 •. ;Successfully:Completed 5'Hour Fraud Acts:Course j0/27/06 •. Successfully:Completed 3 Hour Ethics;Course—LIBOR 1219/04 10 :Successfully:Coinpleted_7Hour National USPAP'Update Course.11/17/04 :Successfully'Completed:;A;ppraisal Standatds of Practice and Ethics:5/2/02 Successfully Completed Residential Real.Estate Investment3%14/02 • Successfully Completed Residential Construction Course 1117-1412000 • Attended Report,Writing&.Analysis Seminar 2/1-2/5/99 •: Attended Argus Commercial Software Seminar 1/99. • Attended-Discounted Cash Flow Seminar 12/97 .: Successfully completed course 420 Standard of Professional.Practice Part'B on 5%18/96 • Successfallycompleted course 41.0'standatd:of P'rofess'ional Practice Part a.ori 5111/96 • `Successfullycompleted 04'Introduction to IncomeProperty Appraising 6%4/94 57, QUALIFICATIONS continued—'Education • :Successfully completed G-2'Principles of'Tncome Appraising 6/11/94 • Successfullycompl'eted G=3 Applied Income.Property Valuation.6/18/94 • Attended-New UR.AR Appraisal:Report Seminar-10 hours 12/21/93: • Completed:seminar income,approach.sponsored by.Appraisal Institute 1992 Successfully completed N.Y.S..Resideiitial'Real Estate Appraisercertification req—weinents December 1991 Successfully completed SPP professional practice:course;November'l99.0' • :Successfullycompl'eted Society of Real Estate Appraisers SRA course 102. October 1988 • Successfully completed Society,of Real Estate Appraisers SRA course 1.01 .February 1988 • Cohapleted seminar in.real.estate sales sponsored by N.Y.S.Assoc. of Realtors 1,985: • Compl'eted seminar in,' al'estate management=sponsored by Eastern°Suffolk Board of'Realtors 1983 • Successfia ly completed Part I Appraising Real Estate,at Southampton College 1981 6 Successfully. completed Part:II Appraising Real.estate at.Southampton College 19.82 • ;Successfwjy completed Continuing Education Course.,in accordance`with MY:S. license laws 1981 Successfully°completed:Real EstateU ense Law Course 1979 kaduated-BurdettBusiness College-Degree in Accounting.19.71- 58 Consultation and Appraisal Work • Townships of.Southold:and Riverhead • :New York Telephone • Richard A.Vinters,Associates 4 SuffolkCounty Water Authority • The North Fork Bank.&Trust Co. • Southold Savings Bank • Suffolk County National.Bank • EAB • Long,Island Savings.Bank • Household Finance,Corporation • Lenders Service, Inc. • Suffolk County Department-of Real Estate, Relocation Services • Residential Mortgage Bank, Inc. • Biltmore Mortgage Corporation • Wickham,Wickham,&-Bressler-Attorneys • Scheifiberg, Scheps,DePetris,and'Depetris-Attorneys • Charles Raffe.-Attorney • Caminiti&Gibbons—,Attorney • Twomey, Latham, Shea&K, —Attorneys 59 -Consultation and A ppCaisal Work—continued 4 Bridgehampton National Bank • Village of Greenport, • Centerbank,Mortgage Bank e! Nature,Conservancy • Chase Bank. • Flatbu§h-Federal Savings • Par-Fast Mortgage • PeeonicLand Trust 6 Pindar Vineyards, -6 Hargrave Vineyards • Pec.onic Bay Vineyards • JamesportNiheyards • Duck Walk.Vineyards • 'Gristina-Vineyards Pugliese Vineyards • Village of Sag Harbor • Southold High'School • Riverhead High School • Town of Southampton • -Galluccio EstateVineyards 60 • Sherwood House Vineyards Sargon:Vineyards, • Founders Vineyard • North Fork Preserve • Route 48 Vineyards •. Tuthill Vineyards 61. (2021) CERTIFIED T0:KENNETH MONAGHAN LOT AREA:37,127 SQ.FT. =0.852 ACRE SURVEY OF ELEVATIONS HEREON REFER TO NAVD 1988 METES&BOUNDS HEREON AS PER ADJOING DEEDS AND LOT 175 FIELD MONUMENTA TION MAP OFA JOB NO. 2019-246 ROAD LINE ALONG NASSAU POINT ROAD IS AN UNDEFINED CURVE. AMENDED MAP ° APPROVAL MAP NO.: 156 OF NE THE TIE LINE THROUGH THE UNDEFINED CURVE AS PER ADJOINING DEEDSFILED:AUGUST 16, 1922 , p�� W �1'p NASSAU PR REVISIONS: `� ��� p �� LOT AREA TO TIE LINE SITUA TE A T ADD TEST HOLE, LOC. U/G MARK OUT PLOT PROPOSED ADDTIONS * * ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE NASSAU POINT ADD NOTES FOR SCDHS APPLIC. IMPRVED AND SERVICED BY PUBLIC WATER TOWN OF SOUTHOLD FOR ENGINEER 10/9/2020& 12/9/2020 SUFFOLK COUNTY, NEW YORK ADD ENGINEER SAN. DESIGN LOC 3/ r . CURRENT ZONING:R-40 S.C.T.M. DIST: 1000 SEC.: 104 BLK.: 12 LOT 16 o ALLOWABLE LOT COVERAGE: 7,425 SQ.FT. =20% (BUILDING&ROOFED STRUCTURES) EXISTING LOT COVERAGE: 1,256 SQ.FT. =3.4% 20 10 0 20 40 60 80 100 120 140 160 180 IAND SUR PROPOSED ADDITIONAL LOT COVERAGE. 1,116 SQ.FT. SCALE: 1"=40' DATE:JANUARY 2, 2019 JEFFREY W. ER L.S. PROPOSED LOT COVERAGE:2,372 SQ.FT. =6.4% LICENSE NO.:050538 PROPOSED 2'X 8'-6"BAY WINDOW .PROPOSED 10'X 11'1 STORYADDITION PROPOSED 4'X 8'-6"STEPS TWINFORKS ® PROPOSED TX 20'-6"DECK LAND SURVEYING $ SUCCESSOR TO HANDS ON SURVEYING,MAR DND.HAND L.S. PROPOSED 2nd STORY ADDITION 188 W.MONTA UK HIGHWA Y,UMTE3 OVER EXISTING PORCH 16'X 20'-6" HAMPTONBAYS,NEW YORK 11946 PROPOSED CELLAR ENTRANCE LO 116 N Cn (V)631-369-8311-(F)631-369-8313 T emall•tmnforkslandsvrve Cgyahoo.com PROPOSED 2 STORY RMERLY OF _ °GNC MON I `0 ` V COPIES OF THIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOT BEARING E:l1 S'-10"X 39'ADDITION NOW OR FO MqN - A THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE LAND N NON GOLD Io CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. SHAN — —oLE TEST HOLE DATA 342,00' - // Test_ 1\� N /� z-ft —10 EL:12.0' °gg,24a E -/'� /14 om SANDY LOAM N 18 / "' / W/GRAVEL CONC MON40— / m O / / // RETAINING WALLS // 12' /1 Z m (�M) ON,MON d9% J?C` RETAININ�.�A 1 m D MIXED SAND -3.2 - / / / / / / �'� / cP oRf INLET cFfjM f�\ LL W/G�RYAVEL O `� CONC.MON. — / / I -``( C®GNC. �m FLAG�O 2 GGA (JP) / �'tF •� �� FRAME m O\ � / i M J OR 8' G <� I �! , Q. / / .tic 2 •'� 28. A/ rn T R{ 1 p 4 r2 �9.Qy9'Pq ER CP GARAGE 24p. / g�QQ-' -7.9 cy / / T°0- Ukp NDER TANK — BORDER 1 k COARSE SAND O / / / °�q��, Sm o N 9 �0 ` _ 0 W/GRAVEL / / �,F�, / H �A TAT 00, METER ,Y/ _ / / // / // �� NSE=� U 1p0. TRS 1�— (SP) O YV �QQ, / / / _— — my 76 >-'-cpm ,nA. WATER IN -12.0'G.W. EL.:0.0' �Q dreg / / 17G rn — RO o' 3.3 1 S OS R `l / / /LOT 5 A. 25 T ENCL / COARSE SAND O ,kt I °q>o I / //' SLATE Q MON. ED � �oN�. i W/GRAVEL L PAno (SP) -18.0' ^ Q / / — — — — — — —— / pTE ST= / _ _ —/ 1•Yl/ -20 STO , --— TEST HOLE BORING BY / // 9/2,W020 GROUNDWATER O /SHAWN M.BARRON M.S. / — / / —— — — `' '2`L RMERLY OF ENCOUNTERED 12'BELOW SURFACE GRADE / / _ — i = — — FO EABEMENTANDOR SU&SUPFACE ` � ' // / / 20 ' ' — / / / '2� SND NOpM�s MOORS STRUCTURESRECORDEDORr` I _ A UNRECORDEDARENOTGUARANT UNLPSS PHYSICALLY EVIDENT AT Nn1E nAIEOFSDavEr �N. -S 78° &'20" , 174 n.E OFFSETX4'E'=l IONSI BROWN NEREON UN EEIIESTaUCTURES FI THE / �' T PROPosEANo IA AREFORABEFc)RE - LO AREN TINTENA,EANDnIEREFORE — / — ARENERECTI of NOED S.OUIDETHE OF WALLS N Of.PATIFENCES.RETNTIING I WALLS.AM?I RATIOS.LALDN O ERI..Y AREAS ACDInoNs ro BwLaNOB AND TNORI fA1ALTER TION OR LAND NOW 0' FORMERLY UNAUTHORIZED ALA VIOLATION ORAOCInoN R H AR RIS of ASECTION T76E Of THE NEW YGRI(STA fE [OUCAnON LA. COMESWN STIR S INKED NOT BEARING - - - - - - �6- - - - - - - - EXISTING CONTOUR TNELAND BIMVEY0R81NIED SEAL Olt TO BE A VA BEAT.SHALL NOT BE DONBICERED ro BE A IID TITLE CORY. CERTIFICA VONS INDICATED HERCIN SMALL RUN ONLYTDTHEPERSDN(s,FORWNOMTNESLNiVEY -16- PROPOSED CONTOUR IS PREPARED AND DN INS BEHALF TD THE PME LYM IRANY,GOVERNMENTAL AOEIICY AND LENDING INsnTUnm LASTED HEREON,AND m TNEAsa'aNEES Of THELENDING INsn. TUVCN CERRFICArM ARE NOT TRANSFERABLE roA)&CINAL INSnTUTIONBORsUWEOUENT OWNERS. - CERTIFIED t'0:KENNETH MONAGHAN LOT AREA:37,127 SQ.FT. =0.852 ACRE SURVEY OF ELEVATIONS HEREON REFER TO NAVD 1988 METES&BOUNDS HEREON AS PER ADJOING DEEDS AND LOT 175 FIELD MONUMENTATION MAP OF JOB NO.:2019-246 ROAD LINE ALONG NASSAU POINT ROAD IS AN UNDEFINED CURVE. AMENDED MAP 'A" FILED:AUGUST 16, 1922 of.Efw YO THE TIE LINE THROUGH THE UNDEFINED CURVE AS PER ADJOINING DEEDS NASSAU POINT REVISIONS: y �� '" " SITUA TE A T ADD TEST HOLE, LOC. U/G MARK OUT �� LOT AREA TO TIE LINE PLOT PROPOSED ADDTIONS * * ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE NASSAU POINT ADD NOTES FOR SCDHS APPLIC. ' ' IMPRVED AND SERVICED BY PUBLIC WATER TOWN OF SOUTHOLD FOR ENGINEER 10/9/2020& 12/9/2020 SUFFOLK COUNTY, NEW YORK ADD ENGINEER SAN. DESIGN LOC 3/ <� �� CURRENT ZONING:R-40 S.C.T.M. DIST.: 1000 SEC.: 104 BLK.: 12 LOT 16 o.0505 ALLOWABLE LOT COVERAGE: 7,425 SQ.FT. =20%(BUILDING &ROOFED STRUCTURES) p,16A Npsv EXISTING LOT COVERAGE: 1,256 SQ.FT. =3.4% 20 10 0 20 40 60 80 100 120 140 160 180 PROPOSED ADDITIONAL LOT COVERAGE: 1,116 SQ.FT• SCALE: 1"=40' DATE:JANUARY 2, 2019 JEFFREY W. HADERER L.S. PROPOSED LOT COVERAGE:2,372 SQ.FT. =6.4% LICENSE NO.:050538 F-1 PROPOSED 2'X 8'-6"BAY WINDOW F7 PROPOSED 10'X 11'1 STORY ADDITION F PROPOSED 4'X 8'-6"STEPS 7 WIN FORKS PROPOSED 7'X 20'-6"DECK LAND SURYVEYING HANDLS PROPOSED 2nd STORYADDITION � 188 W.MONTA UK HIGHWA Y,UNIT E3 OVER EXISTING PORCH 16'X 20'-6" s HAWTON BAYS,NEW YORK 11946 ^ (V)631-369-8312-(F)631-369-8313 PROPOSED CELLAR ENTRANCE LOT 176 � v , email.•twinforkslandsurve ahoacom F CONC.MON. I < 9 ®PROPOSED 2 STORY MERLY O _ CI� COPIES THE LAND THIS URVEYORS INKED SEAL OR EMBOSSED SEAL HALLL NOT BEG 18'-10"X 39'ADDI TION LAND NOW ORFORM CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. SHANNON TEST HOLE DATA ?EST HOLE / c EL:12.0' G36,201,E 342.00-' SANDY LOAM N 78'36-2 m r_ W/GRAVEL LONC/� / d RETAINING WALLS D — \— 12 I 1 ZZ 0 N (JJpM) CONC.MON. / ,/ i / W zJA J�\ RETAI Nry"�A \ Q D -3.2 � 1 4 1 r- MIXED SAND - ' i, f; �' ' CP DINLET CHIM fs\ �+o \ 4Lo 9oR/ ' ` Co may` W/GRAVEL O CONC MON. // / / I _ NC RIA°0° f. .Y... F G� SO (SP) ERR 25 '9cD / FRAME -7.9' y // �,Ali / / ry ?P� CP N DER T y �p7FR u —\ / COARSE SAND O i o'er , gg f ° BORDER O W/GRAVEL ��, T' IT < (SP) Q7 1 / _ i my 7.6' ,yG�i A, SFE WATER IN -12.0'G.W. EL.:0.0' J�°� /� // /LOT 175 °'� l w 25.7' 3:f ENCArw Tu , N.�SE V �' OSUR C W/GRAVED O I Oq,�OWE I / `� — /, / SLATE _ °0 M° LL FwgY / PATIO (SP) -18.0' ^ V ��- - - - --�11 - - _ 20/ TEE TEST _ _ - -4$1 $(� O / � �oNc-w TEST HOLE BORING BY CI v / SHAWN M.BARRON M.S. / 9/252020 GROUNDWATER '\ / ENCOUNTERED 12 BELOW SURFACE GRADE j/ / / _ — — FORMERLY OF EASEMENTANp,ORSUBSURFACE �` / // —26 / _=%' �/ '24- LAND NOW 0 MOORE Bldg Dept copy from ZBA STRUCTURESRECORDEDOR , / Final review UNRECORDEDARENOTGUARATTNE / OCLJ TIWOFPHYSICALLVEVIDENT Ai THE _ � / nME or sunver b' l / e ,�µ-Y�� / / ZBA File� r is THEOFFSET(OR DMENSIONSI SHOWN �S / / t; Date: / I HEREON FROM THE STRUCTURES TONE /7� / / LOT 17 PROPERTY LINES ARE FDR A SPECIFIC PURPOSE AND USE AND THEREFORE • i ARE NOT INTENDED TO GUIDE THE ERECTIONOFFENCES.RETAINING ORMERLY O WILLS,POOLS.PATIQS.ELATING AREAS AND AY OTHSRC 1N BUILDINGS OTCONSTRUCTION NOR F UNAUTHORIZED ALTERA TI OR ADDITION LAND D N O U R HARRIS TO THISSU O INENE YQRK F �Y A SECTION TNY OF ME NEW YORK STA/E M EDUCATION UW COPIES OF MIS SURVEY MAPNOT BEARING - — — — — — 16— — EXISTING CONTOUR THE LWDSURVEYORS INKED SEAL OR EMBOSSED 6EAL SHALL NOTBECONSIDERED TO BE A VAIJD TITLE COPY CERTIFICATIONS INOICATED HERON SHALL RUN ONLY 10 THE PPR30N(5)FDR NMOV THE SURVEY ISPREPAREDANOONWSBEHAIFTONE -1 - PROPOSED CONTOUR i1RECOMPANY,GOVERNMENTALAGENCYAND LENDNG INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OTACAIONS THMENOTT IMS TOAC CER&INSTTUTIARENOTTRANSFERABLE ro ADDTIONAL INSTITUTIONS OR SUBSEDUENT OWNEIIS CUlvc;i;l Ic ' COLLAR 24 STOPPER END R PLUG C/ „ RISEP & COVER ti HOUSE FIBER JOINT F.FL. ELEVTOP .. 20.7 4' DEEP IMAX FINISHED GRADE PACKING .. a PRECAST REINFORCED CONCRETE COVER ELEVATION 17.5' FINISHED GRADE BURIED 1' DEEP MIN. 2' DEEP MAX 24` DIA LOCKING WATERTIGHT& INSECT PROOF ELEVATION 17.5' 3 \I 1`1 ,� �^•;Z CAST IRON COVER TO GRADE z Cl SEWER PIPE V PNS la -o MIN 4' w (TYPICAL) APPROVED PIPE 20' MIN 20' MIN TOP ELEV 18.5' PITCHED}' PER ,' TOP ELEV. PVC PIPE D3034 3' CLEAN C/ id SDR 35 INV.,ELEV �� MIN 4' DIA COLLAR BEND — 17.0' INV. ELEV >o INV. ELEV APPROVED PIPE G 16.8' 16.3' PITCHED b' PER V TO sEPnc r^ Flow sOELEV N 1�(_ FROM DWELLING_ TANK BAFI:LE LQ 10 I -9 c.l. so PVC wrE C� To Pvc C NpN. I , W Z Z SO' HEOWREMOVE IMPERVIOUS SOIL 6' INTO CLEAN MATERIAL 8' GROUND a� HOUSE ADAPTOR CpN__ oG Q Z GROUND WATER y BACKFILL WITH CLEAN SAND& GRAVEL �� ELEVATION ,.0' - ELEVATION ,.0' 0 W N� NSW C ANCLEAN OUT D ETAI L_ �_�" 1 CnSEPTIC TANK 10 FTO LP= 8FTOX12FT DEEP z _ Z _5 FOOT LIQUID �k �gN �19� N .T. S . _--- 10 N Q Q ~ PROPOSED SEPTIC SYSTEM DETAIL ...•�°' 1 cn (NOT TO SCALE) �MPR��E O TEST HOLE J W R R < O� Q ® / PROP. O CpNG�_ / EXISTING C.P. D jp BE RENDVE� i Q __,,.�' TO BE REMOVED O LP co ® MpN, ®'�� ..•� / / / Ex ST CP r� +;' � �9 LP CPQ. '� + 1 PRO P, Op. r" �' U/U ELE, 0DV1 151' 33P _WELL TO BE R[NOVM / 0000 15 �,_ � 1 — ?- --� Z � ., ,u o O .0.000w do z / Q Z MONAGHAN — ° M 4 6100000,OPNASSAU POINT RD = LL 0 Q co --rotvta_ General Construction Notes SOUTHOLD, N Y W d. 1.LOT AREA:37,12T SOFT OR 0 852 ACRES SCTM# 1000- 104-12-16 2.SCTM#1000-100 1216 O _ F 1 3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY TWIN FORKS LAND SURVEYING,Last Dated MERLy 0 DECEMBER 9,2C20.ELEVATIONS REFERENCED TO THE NAVD 1988 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATI NS .�,,...."----NSP•—�—•—�T�•• —�—M AREA FOR HEALTH NQ 1u` �n : I �,r, F1•""'""•'"'-'.,,.._.... ..1 r i rt48?Y 1 ^r"✓ j`_.t'';i"'I'�m bC in�� N �RR OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUI EFJ �A 1ll1 �Ry N ry A 5 THE CONTRACTOR FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE �"!?n.. ^' ^ i j �r -ern^n4 1'P az.'w., +i F'@li,% DEPARTMENT �� COMMENCEM1,�ENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE ,.. RD PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD 1 =�r6 i3 4 i T rJ R^Z � SITE I'LAI�T SMP � :�.�:•..®;����:��. ��;. APPROVAL STAMP 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCI G"�"— 1 WORK. SCALE: 1 = 20' 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE _ _ a ��' ••^ AND FF_DERA' LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL • .,....,.._...„,. p ���—•-' ••' "• --`�"-•—""'-"""�`""'•'"`""•"' M►• `• y♦ UNSUITABLE MATERIALS OFF SITE.DFBRISSHALLNOTBEBURIEDONTHESITE i..{ __•,. 4.., .,,i DEPArZt_.::. " O I.Mf'...,(FI ..tL.:(::�..�'..,Y ✓ ,�. - `v- C^.._...,,o� .,.. l o......a'•,Sr,1 P`:«� air,"-r � ^�r "n / 8.ALL PRECAST Si RUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS l�1:"'t'" i�"`t J`Y t�,.d rt`.•,. �' 'C�'`_'L�`I,,,(",i�t„'„ (^1,;;.„� TESTHOLE DATA 9.ALL PRECAST Si RUCTURES SHALL FF MAN UFACTUP.ED WITH 3,000 PSI 28 DAY STRENGTH CONCRETE. ••y' " t�••n ^, r, r• 1� �w1 SURVEY OF LOT 175 n ( t C 4.. L'�']'O/ 10 SANITARY PiP' 'iG BF SDR-35 PVC ORAS SPECIFIED ON PLANS NOV 2 � �O�1 T `• ��j,• SANDY LOAM C 11.DURING CONS-RUCTION EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO tl Fif • -IIT T .., MAP OF AMENDED - W/ GRAVEL PREVENT TPF"i RANSPORT OF SFOIp1;NT l O OFF SITE AREAS,PONDS DRAINAGE INLETS THE METHODS AND s,', , (, ._....,.._ �_. AMENDED MATERIALS.:'JIPt_OYED IN 71-IE INS.ALLATIGN AND MAIN,ENANCF OF EROSION CONTROL MEASURES SHALL "�""-'""""""^^-•"••^• •^ •••' � � � CONFORM T )THE NEW YORK CJ�I,EL!NESFOR EROSION ANT)SEDIMENT CONTROL. I .. � - � �' d" • 12 ALL BACKFILL>HALL BE SELECT GRANUi_AR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM RA N BY: J F/J P MAP A NASSAU POINT 3,� MOISTURE C"NTENT AS DETERM NLD BY STANDARD PROCTOR TEST �T '`} �, •5 ' `5�;j ( F. C �'^�,.i."a SITUATE AT NASSAU POINT MIXED SAND e,� lr�r... T, �._, e.,`,r �.,� `1 C«,IT © �: �1.��Iyl. W/ GRAVEL TOWN OF SOUTHOLD (SP) APRIL 14, 2021 COARSE SAND 79' SANITARY SYSTEM DESIGN SUFFOLK COUNTY, NEW YORK W/ GRAVEL SLC,T,ML DIST,.- 1000 SEC.: 104 BLK.: 12 LOT 16 (Sp) 12,0' G.W. EL.: 0,0/ 8 BEDROOMS SCALE: AS NOTED WATER IN ST = 2250 GALLONS 61 SQFT SURFACE AREA -NO SURFACES WATERS WITHIN 300 FEET OF PROPERTY COARSE SAND ' DIA X 5' LIQUID DEPTH = 2 5 0 0 GALLONS N S I SHEET NO: 10 W/ GRAVEL C �� -ALL PROPERTIES WITHIN 150 FEET OF BOUNDARY ARE (SP) 18,0/ k= rim 3 ID TESTHOLE BORING BY LEACHING POOLS U IMPROVED AND SERVICED BY PUBLIC WATER SHAWN M.BARRON M,S, -- BU!! DING DEPT ENCOUNTERED 12 BELOW GROUNDWATER [ 21 8' DIA X 12' DEEP Tcwrs o=SOUTHOLD IOLD [11 8' DIA X 12' DEEP EXPANSION POOL nn EC ,E # V SURVE OF: T PROPERTY LOCATED AT'LSUUOINT LOT N��^^1._75 AS SHOWN ON AME ND�""IBQ�h NASSAU POINT FILED: R_PMM E No, 156 TOWN OF SOU zuth®)� SUFFOLK COUNTY. NEW YORK S-C.T.M. z 1000-104-12-16 SCALE: 1-=40' NOTE: THE EXISTENCE OF RIGHT OF NAYS. LAND N/F 1zWETLANDS AND/OR EASEMENTS OF RECORD ESTATE HOLDINGS LLC KENSINGTON REAL 1 IF ANY. NOT SHOWN ARE NOT GUARANTEED. n NOTE:NATER SERVICE AND tP ?� SEPTIC SYSTEM LOCATION ORTNELL.9 BY OTHERS,B.O.H.REF,N.. M tD tail x 4•DTFTH .� SEPTIC LOCATIONCATCH DAM Mot iD-.t in 2 mA x 'A- -B' 20NE Cf1A�. 2'OEPTH Nt�l W tJ ST 21.5' 27' j8�36� WON. O LPI 29- 26' 342.0 AC.-`+ '� WATER !-1 IP'-11DT5 METER y I cow- LP2 0 4 LP2 27' 36.5' ! MGM. -A' 555 0 Lp Fuc ST 7&.x •POLE 4 ? @ g bs aTS (RAVEL DRIVEWAY LMWL Lej,' TST SOL HAEELG BLK CURLS CJL LPI ELEC v ag_ �� sT�DOP 100.5 W o 19 BOX a� 0 O o T7 PATIO > � d ^w Ob n Wy 2 �� 5 78`36L20v� F NY 401.4 5AA:rk O cas , LAND N/F QPv / TxYL JAMES CARSE JODI SWEETBAUM CARSE ' I{ i LAND N/F SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �j. oscTa2 J MAURY HARRIS APPROVAL OF CONSTRUCTED WORKS FOR �SFQIgND�'�� A SINGLE FAMILY RESIDENCE Date TD-hazt H.S.Ref.No. P,21-LAl SURVEYED BY- The sewage disposal and water supply facilities at this[oration have been PAUL BARYLSKI LAND SURVEYING wWKRM A TMTM oa A.TI To THSsUftCr s A v T= inspected and/or certified by this Department or other agencies and found PATCHOGUE NY 11772 DP SECTICc rS W THE DEH VM STATE MrA mV tAH D TF THIS S Cto be satisfactory FOR A MAXIMUM OF ® BEDROOMS. PHONT DIES vxrET W HnT ams THE L"SUT\cYl6L. am rI' E 631-294-6985 GUARANTEES mWaMMrsm RMIV]v-rm =MA.'�am�ALRINGM co FAX 631-627-3186 THE AERSU FFoR W TILE SMrttf IS PFME AAM CM HIS�1tYF TTO THE TME CCW%P.GVETa ORA.Asti.Arm LOCIM DWSIRTUTM PAULBARYLSKIOYAHOO.0 OM T Wmox A-M To THE�W THE IEtmAs ID6TITUTRLCRAIG KNEPPER,P.E.,CHIEF cvsw om TR couff rATTos Aim eaT TRA c m Anonm.. Once of Wastewater Management MAY 12. 2023 DWITUTIRS M�Ctl m 7-20-2023:FINAL SURVEY 5507-FINAL 10-4-2023: REVISE SURVEY R DIE C E B W E flOCT wilding Department Town of Southold SURVEY OF : P' ROP' ERTY LOCATED AT NASSAU POINT LOT No . 175 AS SHOWN ON AMENDED MAP .' A " NASSAU POINT �z FILED : AUGUST 16 , 1922 : FILE No . 156 TOWN OF SOUTHOLD 7.: SUFFOLK COUNTY , NEW YORK S . C . T . M . 1000 - 104 - 12 - 16 16 F.g SCALE : 1 '' = 40 ' LAND N /F NOTE : THE EXISTENCE OF RIGHT OF WAYS , KENSINGTON REAL WETLANDS AND / OR EASEMENTS OF RECORD ESTATE HOLDINGS LLC F ANY . NOT SHOWN ARE NOT GUARANTEED . NOTE: WATER SERVICE AND SEPTIC SYSTEMS LOCATION DRYWELLS CONC. ..> � BY OTHERS. B.0 .H. REF. No. 8' DIA ERS. LocA 4` DEPTH CONC. t 4 7Y �� SEPTIC LOCATION CATCH BASIN MCN. Lo c 2' DIA X .. -A' �B- ,� , 2'DEPTH UA Z 1 CONC. .80 20 socy, 3 MON. ST 21.5` 2F' a C) Wall , ISD - NATER LPI 29` 28' METER LP2 coUNITS14 LP2 2 38.5` CONC. .A' WALL . MON. Cd 3�-� co LP FLAG T - TANK POLE � � CONC. X5.8 2AS _.�---- GRAVEL DRIVEWAY W/BELG. BLK, CURD MON. 0 C.B. LPI -13m c N -4 CVD •' 0 STOOP 441 ELEC 3• BOX PATI© CONC. 4 MON. r, 011 40A - 4u 13A Zly/ COLIC. LAND N/F MON. JAMES CAREE C-0 JODI SWEETBAUM CARSE ;. AliV i l , JK t y,✓ „sww'',;.. p..`w^. N.• `..rte A � ...f LAN s. D N/ F : : : HARRIS AIJR H : : 10/12/23 .. g R-21-0501 ..... ....... SURVEYED BY : ; PAUL BARYLSKI LAND SURVEYING : ; 3 : UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION c , OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ... COPIES OF THIS SURVEY MAP NOT ®FARING THE LAND SURVEYORS INKED ' >. PHONE 631 - 294 - 6965 �9 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY To �, ". FAX — 3166 ; THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION P A U L B A R Y L S K 1 a Y A H 0 0 . C 0 M s LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATION'S ARE NOT TRANSFERABLE TO ADDITIONAL MAY 12 . 2023 INSTITUTIONS OR SUBSEQUENT [OWNERS. 7-20-2023: FINAL SURVEY 5507 — FINAL 10-4-2023: REVISE SURVEY y Suffolk Environmental Consulting, Inc. Newman Village © Suite E © 2310 Main Street PO Box 2003 - Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED March 4, 2021 Building Department Town of Southold P.O.Box 1179 Southold,NY 11971 Re: MONAGHAN Property Situate: 2750 Nassau Point Road • Cutchogue • New York SCTM #: 1000—104— 12—16 To whom it may concern, This Firm represents Kenneth Monaghan, owner of the premises referenced above who is seeking to expand his home. Enclosed herewith, please find the following application materials: 1. Application for Building Permit, signed and notarized, (one [1] copy); 2. Survey of the subject property prepared by TWIN FORKS LAND SURVEYING last dated March 2nd, 2 02 1, (four [4] copies); 3. Check made out to the Town of Southold in the amount of fifty dollars ($50.00) in satisfaction of the requisite fee. Kindly review the attached items at your earliest opportunity. Should you have any questions or comments, please feel free to contact this office. Thank you in advance for your attention and consideration. Sincerely, i Robert W. Anderson (enc.) cc: K. Monaghan B. Suter J. Fischetti, P. E. Suffolk Environmental Consulting, Inc. Newman Village Suite E 2310 Main Street PO Box 2003 . Bridgehampton NY 11932-2003 t 631.537.5160 f 631.537.5291 Bruce Anderson,M.S.,President HAND DELIVERED November 21, 2021 Building Department Town of Southold P.O. Box 1179 Southold, NY 11971 RE: MONAGHAN Property- Proposed Additions Situate: 2750 Nassau Point Road • Cutchogue, NY 11935 SCTM#: 1000—104—12—16 To whom it may concern, This Firm represents the owner(s) of the subject property,who is seeking a Building Permit authorizing the construction of a house addition with roof deck.Attached herewith, please find the following: 1. Application for Building Permit, completed,signed and notarized, (one [1] original); 2. Building Plans Prepared by Suter and Suter last dated 9/14/2021; 3. Survey of property by Twin Forks Surveying last dated 3/2/21; 4. Contractors Certificate of Workers Compensation Insurance, (one [1] copy); 5. Contractors Certificate of Liability Insurance, (one [1] copy); 6. Contractors Suffolk-County Home Improvement License, (one [1] copy); 7. Southold Town Zoning Approval#7517 filed August 23, 2021(one [1] copy); 8. Property Owners Statement(required as condition of variance) executed 9/24/21; 9. Suffolk County Department of Health Services—Permit to Construct approved November 24, 2021; 10. REScheck Compliance Certificate dated August 16, 2021; 11. Home Energy Rating Report signed 8/17/21; and 12. ACCA Manual DJS and HVAC Load Calculations dated August 17, 2021. Kindly commence the processing of this application. Should you have any questions or concerns or should you require any further information to aid in the review of this application, please feel free to reach out to this Office at any time. f ours truly, Bruce A. Anderson C.C. K. Monaghan B. Suter ' S � Nunemaker, Amanda From: Nunemaker,Amanda Sent: Monday, March 28, 2022 3:41 PM To: scott nfwoodworks.com' Cc: bruce@suffolkenvironmental.com Subject: RE: Monaghan No problem, I will resume my review and contact Bruce if I need anything else. Thank you. From:scott nfwoodworks.com <scott@nfwoodworks.com> Sent: Monday, March 28, 2022 3:39 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Cc:Verity, Mike<Mike.Verity@town.southold.ny.us>; Bruce Anderson<bruce@suffolkenvironmental.com>; Rick Suter <suterandsuter@gmail.co>; Bobette Suter<bobettesut 1r@gmail.com>; Kenneth Monaghan <kenmonaghan@me.com> Subject: Re: Monaghan Hi Amanda, Thank you! That is the impression I had also. Felt like there was additional language I was unaware of.With this being the case, I am extremely confident that all work on the existing structures will be well under the 50% mark and we can move forward with a non-demolition approval. Please feel free to move forward with writing the permit. Best, Scott Scott Edgett President North Fork Woodworks, Inc. PO Box 1407 Southold, NY 11971 Tel:631-298-7900 Fax: 631-298-7899 Scott@nfwoodworks.com www.northforkbuilder.com From: "Nunemaker, Amanda" <Amanda.NunemakerCc@town.southold.ny.us> Date: Monday, March 28, 2022 at 3:30 PM To: "Scott@nfwoodworks.com" <scott@nfwoodworks.com> Subject: RE: Monaghan DEMOLITION 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. 1 From: scott nfwoodworks.com <scott@nfwoodworks.com> Sent: Monday, March 28, 2022 3:28 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Subject: Re: Monaghan Thank you so much Amanda for getting back to me so promptly! Would you be able to send me the town code definition prior to a possible meeting? Best, Scott Scott Edgett President North Fork Woodworks, Inc. PO Box 1407 Southold, NY 11971 Tel: 631-298-7900 Fax: 631-298-7899 Scott@nfwoodworks.com www.northforkbuilder.com From: "Nunemaker, Amanda" <Amanda.Nunemaker@town.southold.ny.us> Date: Monday, March 28, 2022 at 3:20 PM To: "Scott@ nfwoodworks.com" <scott@nfwoodworks.com> Cc: "Verity, Mike" <Mike.Verity@town.southold.nv.us> Subject: RE: Monaghan Hi Scott, As mentioned in the previous email to Bruce Anderson on March 23rd, I can move forward with the review of this project as additions and alterations, unless you feel there may be risks that this may potentially become a demolition by Town Code definition. Please let me know. Amanda From:Scott nfwoodworks.com<scott@nfwoodworks.com> Sent: Monday, March 28, 2022 1:39 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Cc: Bruce Anderson <bruce@suffolkenvironmental.com>; kenmonaghan@me.com; Rick Suter <suterandsuter@gmail.co>; Imott nfwoodworks.com <Imott@nfwoodworks.com> Subject: Re: Monaghan Good Afternoon Amanda, I just spoke with Mike Verity and wondering if there was time that you can schedule for yourself, Mike, and I to sit down and go over the Monaghans residence which is located at 2750 Nassau Point Rd in Cutchogue. I saw your email to Bruce Anderson regarding your concerns on the existing structure. In general,we are extremely confident that the house is not a demolition and just a simple remodel to the existing structure, of course,with the additions of additions which I know are not in the calculations. I think the best plan of action would be if the three of us can sit and discuss our plans for the 2 project to comfort the Town of Southold that this is not a full demolition in any stretch. Please let me know at your earliest convenience what works for Mike and yourself and I will be sure to be there. Thank you in advance, Scott Edgett Scott Edgett President North Fork Woodworks, Inc. PO Box 1407 Southold, NY 11971 Tel:631-298-7900 Fax: 631-298-7899 Scott@nfwoodworks.com www.northforkbuilder.com From: Bruce Anderson <bruce@suffolkenvironmental.com> Date: Wednesday, March 23, 2022 at 12:08 PM To: "kenmonaghan@me.com" <kenmonaghan@me.com>, Rick Suter<suterandsuter@gmail.co>, "rachel@nfwoodworks.com" <rachel@nfwoodworks.com> Subject: Fwd: Monaghan Ken and Bobett and Scott, Please advise on how you wish to proceed. Bruce ---------- Forwarded message--------- From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Date:Wed, Mar 23, 2022 at 10:31 AM Subject: Monaghan To: bruce@suffolkenvironmental.com <bruce@suffolkenvironmental.com> Hi Bruce, John and I have reviewed the information submitted to us (appraisal report,cost estimates and plans) and this project is borderline of a demolition. The costs provided in the work up appear to be lower than market value, however,we are going to give you the option to either move forward in which I will write the permit as additions and alterations, but it will be at your own risk, meaning if John goes out there and the project exceeds the plans by any amount a stop work order will be issued and you will have to abort all work and go back to the Zoning Board of Appeals for a demolition, OR you can go back to the Zoning Board now and apply for a demolition as a safeguard for the future. Please discuss with the owners and let me know how you'd like to proceed. Amanda Nunemaker 3 Building Permits Examiner Southold Town Hall Building Department 631-765-1802 4 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday, December 21, 2021 8:50 AM To: bruce@suffolkenvironmental.com Subject: Monaghan Hi Bruce, I am revieing the application for 2750 Nassau Point Road. They have applied for additions and alterations and received ZBA, however, looking at the construction plans for the first time (only survey was submitted at the time when the disapproval was written),this is clearly a demolition by Town code definition. The ZBA conditioned a statement regarding possible demolition that the owner had to sign off on. At this time I can't issue abuilding permit until ZBA approves this project as a demo and not additions and alterations. In the future, please make sure the building department sees full plans when you apply for a disapproval to avoid this from occurring again. Thank you. Amanda jr\runemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 J ' I Suffolk County Dept.of Labor,Licensing&Consumer Affairs r 1 +� HOME IMPROVEMENT LICENSE Name KYLE J SCHADT Business Name This certifies that the bearer is duly licensed NORTH FORK WOOD WORKS INC. by the County of suffo!k License Number: H-45819 Rosalie Drago Issued: 02/1912009 Commissioner Expires: 02/01/2023 ` Generated by REScheck-Web Software Compliance Certificate Project 2750 Nassau Point Rd Cutchogue, NY C E Energy Code: 2018 IECC Location: Cutchogue, New York NOV 3 0 2��1 Construction Type: Single-family Project Type: New Construction, BUILDING DEPT Conditioned Floor Area: 4,558 ft2 TOWN OF SOUTHOLD Glazing Area 23% Climate Zone: 4 (5572 HDD) , Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2750 Nassau Point Rd Cutchogue, 2750 Nassau Point Rd Cutchogue, Energy Rating Service, Inc Matt NY NY Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com Comptiance: Passes using UA trade-off Compliance: 9.7%Better Than Code Maximum UA: 636 Your UA: 574 Maximum SHGC: 0.40 Your SHGC: 0.30 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. Prop. Req. Prop. Req. Perimeter Ceiling 1: Cathedral Ceiling (no attic) 98 30.0 0.0 0.034 0.026 3 3 Ceiling 2: Cathedral Ceiling (no attic) 55 30.0 0.0 0.034 0.026 2 1 Ceiling 3: Cathedral Ceiling (no attic) 207 30.0 0.0 0.034 0.026 7 5 Ceiling 4: Cathedral Ceiling (no attic) 258 30.0 0.0 0.034 0.026 9 7 Ceiling 5: Cathedral Ceiling (no attic) 207 30.0 0.0 0.034 0.026 7 5 Ceiling 6: Cathedral Ceiling (no attic) 236 30.0 0.0 0.034 0.026 8 6 i Ceiling 7: Cathedral Ceiling (no attic) 301 30.0 0.0 0.034 0.026 10 8 Ceiling 8: Cathedral Ceiling (no attic) 291 30.0 0.0 0.034 0.026 10 8 Ceiling 9: Cathedral Ceiling (no attic) 223 30.0 0.0 0.034 0.026 8 6 Ceiling 10: Cathedral Ceiling (no attic) 144 30.0 0.0 0.034 0.026 5 4 Wall 1: Wood Frame, 16"o c. 32 21.0 0.0 0.057 0.060 2 2 Wall 2:Wood Frame, 16" D.C. 87 21.0 0.0 0.057 0.060 5 5 Window 1: Other 3 0.300 0.320 1 1 SHGC: 0.30 Wall 3: Wood Frame, 16" D.C. 45 21.0 0.0 0.057 0.060 2 2 Window 2: Other g 0.300 0.320 3 3 SHGC: 0.30 Wall 4: Wood Frame,'16" o.c. 33 21.0 0.0 0.057 0.060 2 2 Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 1 of12 Gross Area Cavity Cont. Prop. Prop. Assembly or R-Value R-Value LI-Factor U-Factor UA UA Perimeter Wall 5: Wood Frame, 16" o.c. 81 32.0 0.0 0.047 0.060 3 4 Window 3: Other 16 0.300 0.320 5 5 SHGC: 0.30 Wall 6: Wood Frame, 16" o.c. 32 21.0 0.0 0.057 0.060 2 2 Wall 7: Wood Frame, 16"o.c. 39 21.0 0.0 0.057 0.060 2 2 Wall 8: Wood Frame, 16"o.c. 71 21.0 0.0 0.057 0.060 3 3 Window 4: Other 16 0.300 0.320 5 5 SHGC: 0.30 Wall 9: Wood Frame, 16" o.c. 116 21.0 0.0 0.057 0.060 7 7 Wall 10:Wood Frame, 16"o.c. 60 21.0 0.0 0.057 0.060 3 3 Window 5: Other 16 0.300 0.320 5 5 SHGC: 0.30 Wall 11:Wood Frame, 16"o.c. 24 21.0 0.0 0.057 0.060 1 1 Wall 12:Wood Frame, 16" o.c. 47 21.0 0.0 0.057 0.060 3 3 Wall 13:Wood Frame, 16"o.c. 108 21.0 0.0 0.057 0.060 5 5 Window 6:Other 16 0.300 0.320 5 5 SHGC: 0.30 Wall 14:Wood Frame, 16"o.c. 134 21.0 0.0 0.057 0.060 6 6 Window 7: Other 31 0.300 0.320 9 10 SHGC: 0.30 Wall 15:Wood Frame, 16" o.c. 94 21.0 0.0 0.057 0.060 4 4 Door 1: Solid 21 0.280 0.320 6 7 Wall 16:Wood Frame, 16"o.c. 94 32.0 0.0 0.047 0.060 4 6 Wall 17:Wood Frame, 16"o.c. 100 32.0 0.0 0.047 0.060 4 5 Window 8: Other 24 0.300 0.320 7 8 SHGC: 0.30 Wall 18:Wood Frame, 16"o.c. 81 32.0 0.0 0.047 0.060 1 1 Window 9: Other 60 0.300 0.320 18 19 SHGC: 0.30 Wall 19:Wood Frame, 16"o.c. 28 32.0 0.0 0.047 0.060 1 2 Wall 20: Wood Frame, 16"o.c. 81 32.0 0.0 0.047 0.060 2 3 Window 10: Other 34 0.300 0.320 10 11 SHGC: 0.30 Wall 21:Wood Frame, 16"o.c. 192 32.0 0.0 0.047 0.060 6 8 Window 11: Other 16 0.300 0.320 5 5 SHGC: 0.30 Window 13: Other ;16 0.300 0.320 5 5 SHGC: 0.30 Window 14: Other 16 0.300 0.320 5 5 SHGC: 0.30 Window 12: Other 16 0.300 0.320 5 5 SHGC: 0.30 Wall 22: Wood Frame, 16"o.c. 21 21.0 0.0 0.057 0.060 1 1 Wall 23:Wood Frame, 16"o.c. 21 32.0 0.0 0.047 0.060 1 1 Wall 24:Wood Frame, 16"o.c. 63 32.0 0.0 0.047 0.060 2 2 Window 15: Other 27 0.300 0.320 -8 9 SHGC: 0.30 Wall 25: Wood Frame, 16" o.c. 21 32.0 0.0 0.047 0.060 1 1 Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 2 of 12 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 26: Wood,Frame, 16" o.c. 26 21.0 0.0 0.057 0.060 1 2 Wall 27:Wood Frame, 16"o.c. 102 21.0 0.0 0.057 0.060 4 4 Window 16: Other 31 0.300 0.320 9 10 SHGC: 0.30 Wall 28:Wood Frame, 16"o.c. 122 32.0 0.0 0.047 0.060 4 6 Window 18: Other 9 0.300 0.320 3 3 SHGC: 0.30 Window 17: Other 20 0.300 0.320 6 6 SHGC: 0.30 Wall 29:Wood Frame, 16"o.c. 228 21.0 0.0 0.057 0.060 9 10 Window 19: Other 16 0.300 0.320 5 5 SHGC: 0.30 Window 21: Other' 16 0.300 0.320 5 5 SHGC: 0.30 Window 22: Other 16 0.300 0.320 J 5 5 SHGC: 0.30 Window 20: Other 16 0.300 0.320 5 5 SHGC: 0.30 Wall 30:Wood Frame, 16"o.c. 176 21.0 0.0 0.057 0.060 6 6 Door 2: Solid 24 0.280 0.320 7 8 Window 23: Other 8 0.300 0.320 2 3 SHGC: 0.30 Window 24: Other 8 0.300 0.320 2 3 SHGC: 0.30 Window 25: Other 38 0.300 0.320 12 12 SHGC: 0.30 Wall 31: Wood Frame, 16"o.c. 163 32.0 0.0 0.047 0.060 1 2 Window 26: Other 13 0.300 0.320 4- 4 SHGC: 0.30 Window 27: Other 118 0.300 0.320 35 38 SHGC: 0.30 Wall 32: Wood Frame, 16"o.c. 41 32.0 0.0 0.047 0.060 1 2 Window 28: Other 13 0.300 0.320 4 4 SHGC: 0.30 Wall 33: Wood Frame, 16"o.c. 70 32.0 0.0 0.047 0.060 2 3 Window 29: Other 12 0.300 0.320 4 4 SHGC: 0.30 Window 30: Other 9 0.300 0.320 3 3 SHGC: 0.30 Wall 34:Wood Frame, 16" o.c. 123 32.0 0.0 0.047 0.060 4 6 Window 31: Other 31 0.300 0.320 9 10 SHGC: 0.30 Wall 35:Wood Frame, 16"o.c. 223 32.0 0.0 0.047 0.060 10 13 Wall 36:Wood Frame, 16"o.c. 56 32.0 0.0 0.047 0.060 3 3 Wall 37:Wood Frame, 16" o.c. 21 32.0 0.0 0.047 0.060 1 1 Window 32: Other 9 0.300 0.320 3 3 SHGC: 0.30 Wall 38: Wood Frame, 16"o.c. 123 32.0 0.0 0.047 0.060 5 6 Window 33: Other 9 0.300 0.320 3 3 SHGC: 0.30 Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 3 of12 Gross Area Prop. Req. Prop. Assembly or Cavity Cont. Window 34: Other 10 0.300 0.320 3 3 SHGC: 0.30 Wall 39:Wood Frame, 16"o.c. 87 32.0 0.0 0.047 0.060 4 5 Window 35: Other 5 0.300 0.320 1 1 SHGC: 0.30 Wall 40:Wood Frame, 16" o.c. 100 32.0 0.0 0.047 0.060 3 3 Window 37: Other 28 0.300 0.320 8 9 SHGC: 0.30 Window 36: Other 16 0.300 0.320 5 5 SHGC:'0.30 Wall 41:Wood Frame, 16"o.c. 1 32.0 0.0 0.047 0.060 0 0 Basement Walk Out:Wood Frame, 16" o.c. 213 21.0 0.0 0.057 0.060 8 9 Door 3: Solid 21 0.290 0.320 6 7 Window 41: Other 12 0.300 0.320 4 4 SHGC: 0.30 Window 42: Other 22 0.300 0.320 7 7 SHGC: 0.30 Window 43: Other 12 0.300 0.320 4 4 SHGC: 0.30 Garage Ceiling:All-Wood Joist/Truss 380 30.0 0.0 0.033 0.047 13 18 Basement Ceiling:All-Wood.Joist/Truss 1,090 30.0 0.0 0.033 0.047 36 51 Basement Walk Out: Slab-On-Grade (Unheated) 24 0.0 0.730 0.730 18 18 Insulation depth: 0.0' Basement Walls: Solid Concrete or Masonry Wall height: 8.5' 876 0.0 19.0 0.038 0.059 33 52 Depth below grade: 7.5' Insulation depth: 8.5' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements,in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. matthew Wahl, hers rater 2572845 Matthew Wahl :Digitally signed by Matthew Wahl Date:2021.08.16 09:23:57-04'00' Name-Title Signature Date Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 4 of 12 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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. Section Plans Verified Field Verified Complies? Comments/Assumptions # Pre-Inspection/Plan Review Value Value & Req.ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate i ❑Does Not [PRI]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable j construction documents. j 103.1, Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable U Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. i 302.1, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based i Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr i Btu/hr approved by the code official. I ❑Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 5 of 12 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.2 ;Slab edge insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies [FO1]1 j ;E] Unheated ',[_1 Unheated ❑Does Not Mable for values. (9 j❑ Heated ;❑ Heated j❑Not Observable ❑Not Applicable 402.1.2 1 Slab edge insulation ; ft ft ;❑Complies ;See the Envelope Assemblies [FO3]1 1 depth/length. PDoes Not ;table for values. V j j❑Not Observable j j❑Not Applicable 402.1.1 1Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 insulation R-value.Where interiorI R j R ;table for values. ❑Does Not U insulation is used,verification I ;❑Not Observable may need to occur during I Insulation Inspection. Not ;❑Not Applicable ;required in warm-humid locations; ; in Climate Zone 3. I I 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [FO5]1 !insulation installed per ❑Does Not manufacturer's instructions. j ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope assemblies [FO6]1 iinsulation depth of burial or I E❑Does Not ;table for values. !distance from top of wall. j V :[]Not Observable ❑Not Applicable 303.2.1 A protective covering is installed r, ❑Complies ;Requirement will be met. [F011]2 to protect exposed exterior 1 ❑Does Not . insulation and extends a minimum of 6 in. below grade. ±�k. -]Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system `, + ❑Complies :Requirement will be met. [FO12]2 controls installed. ❑Does Not ❑Not Observable t.. s.a ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 6 of 12 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.iD 402.1.1, 1 Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 j j ;❑Does Not table for values. [FR11 1 j❑Not Observable I j❑Not Applicable 402.1.1, !Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, javerage). i I❑DoesNot ;table for values. 402.3.3, I 2.5 j❑Not Observable [FO 2]1 i j❑Not�Applicable i 303.1.3 U-factors of fenestration products :. =M ❑Complies Requirement will be met. [FR4]1 fare determined in accordance '1 ❑Does Not U jwith the'NFRC test procedure or E Itaken from the default table. r ❑Not Observable I " - ❑Not Applicable 402.4.1.1 ;Air barrier akd thermal barrier1, 1 i` ," : ❑Complies ;Requirement will be met. [FR23]1 1 installed per manufacturer's ❑Does Not U instructions. ❑Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built :,.:,: ,r ❑Complies !Requirement will be met. [FR20]1 !is listed and labeled as meeting „4 ❑Does Not I AAMA/WDMA/CSA 101/1S.2/A440 1 I or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code k:`.+' - .:;Y°` f's _2s,5. ❑Not Applicable ;limits. _ , u, I 402.4.5 IC-rated recessed lighting fixtures ; r x _ , ❑Complies :Requirement will be met. [FR16]2, sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm A leakage at 75 Pa. ❑Not Observable $ 3 •:, � ❑Not Applicable 403.3.1 ;Supply and return ducts in attics '� «❑Complies 'Requirement will be met. [FR12]1 j insulated >= R-8 where duct is f cKs y ❑Does Not [ : T u I>= 3 inches in diameter and >_ r }r, . tt I R-6 where < 3 inches.Supply and h ❑Not Observable return ducts in other portions of �; rp ❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter X ❑Complies ;Requirement will be met. [FR13]1 !boxes are sealed with k' ;x4 ° h ` ,�� ❑ �, t ,# {W, ,. ��, 5 # Does Not I J joints/seams compliant with International Mechanical Code or x '< s; r ❑Not Observable .., , International Residential Code, asr t ❑Not Applicable 3 r l applicable. 403.3.5 i Building cavities are not used as Ff ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not J i ❑Not Observable 1 " ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- 1❑Complies ;,Requirement will be met. [FR17]2 above 105°F or chilled fluids I I ❑Does Not below 55°F are insulated to>_R-3. j ; ❑Not Observable ❑Not Applicable 403.4.1 I Protection of insulation on HVAC ❑Complies ;,Requirement will be met. [FR24]1 'piping. a ❑Does Not o ; �„ `If ❑Not'Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- I❑Complies :Requirement will be met. [FR18]2 >_R-3. I :❑Does Not ❑Not Observable j ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 7 of12 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies. Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: l � 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 8 of12 i Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. JJ ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ❑Does Not table for values. [IN1]1 E] Steel ❑ Steel ;❑Not Observable V t❑Not Applicable I 303.2, :Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 1manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the { underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the 1 underside of floor framing and extends from the bottom to the a top of all perimeter floor framing I members. 402.1.1, !,Wall insulation R-value. If this is a! R- R- I❑Complies ;See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the E] Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). E] Steel E] Steel ;❑Not Applicable I ; 303.2 ;Wall insulation is installed per 1.`. ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 9 of12 i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1 ;❑ Wood ',❑ Wood ;❑Does Not I table for values. 402.2.2, ; ❑ Steel ❑ Steel tNot Observable 402.2.6 [FI1] :❑Not Applicable 303.1.1.1, ,Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. ❑Not Observable ,❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. f ❑Not Observable a❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation >_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50'= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 Tach in Climate Zones 1-2, and ! E❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable {❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [F127]1 It determine air leakage with ft ft2 ;❑Does Not either: Rough-in test:Total ;leakage measured with a UNot Observable pressure differential of 0.1 inch :❑Not Applicable w.g.across the system including ; ;the manufacturer's air handler !enclosure if installed at time of ! :test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies !Requirement will be met. [FI4]1 !cfm/100 ft2 across the system or ! ft2 ft2 E❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable Itests,verification may need to ; ;❑Not Applicable ; !occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ,. f1complies ;Requirement will be met. [F124]1 ;by manufacturer at<=2%ofDoes Not !design air flow. , ❑Not Observable ; ❑Not Applicable 403.1,1 Programmable thermostats 4` '.. ❑Complies ;Requirement will be met. [Flg]2 installed for control of primary ";.•=.y,; ❑Does Not heating and cooling systems and initially set by manufacturer to ;.. ;; ❑Not Observable , code specifications. 5"'; []Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies :Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.5.1 Circulating service hot water T, 3 �`'` ❑Complies ;Requirement will be met. [FI11]2systems have automatic or =` ❑Does Not accessible manual controls. f 4 1EINot Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 10 of12 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ED 403.6.1 All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not ! HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor i ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Requirement will be met. [F[28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated' return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable j syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal I for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping 403.5.2 Demand recirculation water ❑Complies ;Requirement will be met. [F130]2' systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the , ❑Not Observable water entering the cold water i ❑Not Applicable piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies !Requirement will be met. [F131]2 tested in accordance with CSA ., ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable j individual uni&connected to one or two showers. Potable water- ; side pressure loss of drain water I heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies :Requirement will be met. [FI611 !fixtures have high efficacy lamps. t ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not j ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ;" , '❑Complies ;Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename:' Page 11 of12 1 `Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.la 303.3 (Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 2750 Nassau Point Rd Cutchogue, NY Report date: 08/16/21 Data filename: Page 12 of12 Y — A « - • ` .. .. «.. .-rr•.r.....r+.«r ,___-.r.•...r..wr«.-...___.._n.-. .....-..r.... ` ... .�'' ��_� ._.r_ ._�T.w..°� �_....._...-rte. ....�..� -_...�_ _...r� ' LD r N - - v - a _.._.. P^,w4 T _ V� t . Esc:- a .: I ; i n4 - If C7 , ` fives- YAr-0 ---"- APR 1, 9 2021 Final reviewed do uments Bldg Dept copy from ZBA ZBA File ... Date: / /; ED MD ARCHITECTURE I, AND 'SCA3? E DESIGN !v �G �� ter 1 /f.. .......r.f�, r�.... ..... ..... .. MONAGHAN . RESfDENCE o � '' ..... .L.�,. ..... . = . CUTCH. 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I I f I I I I 0 1 lz ---.91LIlRoiLhIRLN------------------ 1 I 11 - I I No PF I _, i, , I, , ,�', , ,� _k,� D I I §ZS3jW"$ 'k - - , I Is" WOR.. MIJEMLIRM� -- " v . * i 0 , t , I,,, , i-I WWI a I � -.-� I I Uslylli .. I- . I � . � I 11 - . 11 ...� - - . I .- -- 1. 11 � -- � - - I� - ... �� I I - �. I -­ -- M . - � -- , I I .. - I . -- -11-1-1.1-11 ...... . ..... ........ INDEX PAGE m ! D1-EXISTING CONDITIONS & DEMOLITION R04D 1 { D2-EXISTING CONDITIONS & DEMOLITION D3-EXISTING EXTERIOR ELEVATIONS c l I4'z� D4-EXISTING EXTERIOR PHOTOS F5 ,� AS-SITE PLAN AND ENGINEERS PLAN OUNDATION PLAN A7-FIRST� - f '' ► IRST FLOOR LJ r— °= A8-SECOND FLOOR i � - .,� - $ C (� o { A9-EXTERIOR ELEVATIONS A10-EXTERIOR ELEVATIONS '6 I A11-SECTION A-A r- A�� 1 l �� ,��=� \ `�1' � 11 �� l � �, ,1 �`�� „ ,.) �,�- � Al2-SECTION B-B ; A13-SECTION C-C ..- '1i A14-N.Y.S REDIDENTIAL CODE A15-GENERAL. NOTES/DETAILS A16-FINISH SCHEDULE, BOOKCASE, BATH#2 DETAILS A17-MASTER BATH QUA QF ` ! A38-BATHS#'S 3,4,5 & CELLAR LAUNDRY DETAILS A19-KITCHEN E20 ELECTRICAL CELLAR E21-ELECTRICAL FIRST FLOOR E22-ELECTRICAL SECOND FLOOR H23-HVAC CELLAR 1 a ,� U `i H24-HVAC FIRST FLOOR a„, t r=' H25-HVAC SECOND FLOUR 1211, 11 1 � �� s _ ._� ...* `rte D ! r .+rte 80 00 VJ a# o i•. * +� /° , Z tr1 DI $ g y N , � a ai ! 1 y u,o "'-Ia ,� ;f _ a �, 1� X91 , 1 ... X x .0 -a_< S ? �` 3 R '_� NOTES. �© ; ' r i I Owner to provide N N �, 1 1 �. �+ \ I 4 p de all building permits and survey. Contractor to supply rr $ , 1 certificate of occupancy and project close out from all bureaucracies. This is a I HERS rated home, provide blower door t approved� � � � �j � � � �^' 1 6 � � AP d test and HERS certificate of toy compliance. ITI I ` See expeditor Bruce Andersen, Suffolk Environmental for all permits, including 0 -+ ,/ s / I septic system. Contractor to supervise all re uired q inspections, and provide all o t y 1 P approved inspections and certificate of occupancy. 0 X m 1 , 4 ! t A completed Y o > m Cn �'1 �1 ' 1 ; i ; 1 t See the Twin Forks Land Surveyors survey,Joseph Fishetti site Ian - an G) � 1 t architects plans and Suter site plan for site work. Review all with Owner. Z � Z n ' 1 1 ' i� S 1 / ' .. 1 Drywells for house ruri o ner. > 0 � � � 1 l ,� � � l � ��`��tE`�_- i � j off and site runoff to be designed for 3" rainfall in - p t!� �� 1 f a = l , twentyfour hours. ' A 1 t ` �_ 4 , `ti ! All excavated fill, topsoil, and material to remain on site for reuse. o x C > ` - " 9 , ` 1 �' Supply and install all final fill and topsoil per OWNERS instructionsr v O �� `Y r_r_ r `{ See Suter site plan for proposed d 0 U, rywells. Final location and size to be o o 6 p Z { determined on site. v Z Remove and store stair chandelier and other lighting fixtures for re-use. nrn rn N .{ ;0 + y11 X11 At n ndSSd� i t 1' - `za�'r p �,r� �¢ar _ All interior doors and hardware to b -s �d I ' - -` i e removed and saved for re-use. 3: Q� Existing b , , j t ng cellar washers and dryers to be protected for off site re-use. ca-n, show �:A ==' > -�a¢� ...-. Existing cellar dehumidifier to be saved for re-use. g JOSEPH FISCHETTI, PE. f _ ,. ,:1 ,� I Owner to prepare site for construction by removing plants and house contents, M m m PROFESSIONA-ENGINEER SANITARY SITE PLAN - 3 � � � _ all other preparation to be by contractor, '- " P.O.BOX 616 SOUTHOLD,NY MONAGHAN GAr NvJ "g 5rc��E. . �T"_ ;i._:C'c=►+.IG. . NASSAU POINT RD. E -PKYwl~+.L �'� '('CNS /°�� 11971 SOL"OLD,NY 1 t �� 1. '� _ Contractor to have all permits and posted on site, and prepare site for g T ^` �. - t %� i construction, including silt fence, ha bales drainage aalass-sssa ( � E� � Y systems,fill, r/r tie � PE:" ��I . - '-oYL-- :_. ...t2 �5�. retaining, etc. Construction site to be in a clean and organized condition at all times. Remove rubbish, and contain trash in a dumpster. iq i I � l Tone the site as needed to locate ail buried lines during entire construction process. + Protect existing water line. Install a new 400 am electrical buried service. . 4 (��r. ......' (2C4C jW�'Ul1As' p C�:IG�"1�' r o :.�+->�v�.� �-� . Install a new 500 gallon buried gas tank(review wiith owner)for two d ers and -i // f generator use. n S40tr l 4S pe-r- FPA- i'ctut i-ew+encfs of old dispose Remove and • .._ L ....,����,I,,i�c` z2 I _- r � ` ,I� , p din cellar above round) oil tank per code S alvage all old exterior path and terrace stone slabs; a new path and stoop layout to be reviewed w/owner and see site plan and construction documents. i d Existing driveway, cobble stone r ties irrigation, � r/ and site conditions to be ORM WATER PLAN AND NOTES: 1 ( a� �g�s ►' ��'o repaired after construction. Dui ROOF ST na Install a whole house generator and review with owner. , Se�ar� pper+ ( i Install outdoor shower at retaining wall area per site plan, with PVC vinyl fence n enclosure and gate, review with owner. 2,400 SQUARE FEET OF ROOF X .1666 (2") STORM WATER = 400v�nti►`a7 iq Remove and store existing # 1 G I - L_P :N weather vane. CUBIC FEET OF WATER TO BE CONTAINED IN STORM DRAINS t f A0V-0" DIAMETER PRE-CAST CONCRETE STORM DRAIN 22.3 CUBIC FEET OF WATER PER VERTICAL FOOT W 460 - 22.34 = 18 VERTICAL FEET — OR- TOTAL OF (4) (- APR 2 12022 , 6'-0" DIAMETER X 5'-0" DEEP STORM DRAINS '.. 11JIE CqeACE TQ Ps ucBUILDING DEPT. LI T E R and U - T E• R __._.._ .� R•1�r� � - - � ,�a G'yi�, r E LANDSCAPE D E S I G N . AItCHITEC;.TL R �C� � ! ' ..rr Ir MO`NA GHAN RESIDENCE , 0,0 2750 NASSAU POINT ROAD, CUTCHOGUE NY , P. O. BOX 79 CUTC HOGUE NEWYORK 11935 i PHONE 516-971-1063 suterandsute&maihcam n kyL pta 1, S0&_Kq -4-rAi t2�. rt c.l EC4 vA�i ' FLOOR JOISTS 934 566 • ' .: ,. '. SERIES TJI'S @16"OC .�-' c� E C le* '`;�"�3 7 � ._. . .. . .~`'ALIGN FINISH FLOORS IL - - ----....---- -•--- .% �_ � C►I � ti; X14 r ` i I fir:' �. r . �- ' _ -.... t\`�� G/ •� I14 Cr _4 IP 1 ._ - -- - , r i J' /;-::•'i i" 'r`.✓M•/i.R-.... -.✓.-! " �.,-� '. t _. ..._�_...�. -, ; I��Nl /f?�t� `: •+.. ... ,.,/�.,-.rf-QS ��a w a w- G SSS ; �.,;� �,y2 �1�"i/�. .............. ' .' •. �.`« '�.7 f.-` e•)+4r�� 'Y? '•--' _ __. `• �E�1t �r 0 y - t ��, * J� .y{.. y i 1 f 1131 r ._ �.. _ ._._.._..-- .- +•-- -rte - `h •. . �'.... -.... -...-.. .. •'�� _ f Y - .' 1�' •_ L_Aj Ar - 1 ,�,1 f� � — 1...� �"•�..�' ©l�'y��- t- �+�D t - -- cc n 005b _ {5I.l.1 EtZim `w �� S� .Q r VT FLOOR JOISTS 9 34"566 ` iy' =� a - _ ....._ '� G .. L� �1�1 't ` -- r.,r SERIES TJI'S @16"OC ` _ +'. 0 �tEl�. "'.,gyp�.'0& :::: - FLOORS' f _ _ ._ ._..:_:_.__. ._. .... ---•-- ......... � � �-..'�'.Cl:' y. [� � 0 'a �, ,p �t� x+� t � � -a ., ALIGN -- M F�' .._ �._..� f �' _ � �' , ' ; ~'° �r10 uta _ ©: ► ` 0 E7 0. � :.. t, ? .. ! `1• t�.:. " - 1• aalc tJJj rr C-�1�1C� � G �4 : ' s-rRrof _.... _.__ ;_.., { . .. :. ! ' " Q' C ' • -..,� r 4{'>t 4'�C i�2-� QG;..yi �'f�:_:s21•t `fE2 r-•t G "' 3` CC�M� JA tD i co p1C�FP �T4 k�r- x sn ............ _ - _ . . ..... ii 4 ', H. '` ' ., N a' t• `� o ;.N) MAE- J 34 C-l-, A .__ PitDD NOT UNDERMINE EXISTING FODTINGS C� '�} 0 1.'I + �,tl �nT1�ti1E 'i"'GP tie TC? �U It r EGRESS ; • . .. - ... . � 4C i G1.•-�,� C1 �ar.1C t3�4S�' ( cK el 64F W 11E Q.Ut t A £ Fire Ecxa ,.tio�t 4CF, ml o r... Flg� f-A�n �A '� �-� �1`' ~1"''{ X #; $C ^r oho ` ...._.' ; #1 ceNar stair 534"x9 34"psi power lam ". required 7 ; - p ``' per - -� ' i span 16'4"+-with 4"steel sally column, , i NYS Code - _ .237"wail,16.79 lbs. r foot on 48"x48"x12"thick footing w/(4)#5 bars • .r.._. *�► en _ � each way,!"clear edges.Bearing plates � � �� ' to girders and footing S"x5"x1/2". g g t'Yl1tJ t� Da t9��.�',G'..�A�G'Pt� •;'.- _ - GIRDER FLUSH w/.bottom ' "- ' octS"i-• t f of floor joists above 4 s 15r FLOOR JOISTS 2X8@16-OC j'--G:ii337 sT(ot Tom., � �W f2 .�' EXISTING FLOOR _.i�Mq%/E j24 0. " C ALIGN WITH �. }, :; to ; ., � _ � - i��.1 tr - �j n�• -- � - - 2)�N QL s- J 77' 5 1n FLOOR JOISTS 2X8@16"OC ALIGN WITH EXISTING FLOORL} � - An LU STi -fit . >♦ -- �. - to '(�j a r PB Post Base W 'r For use with decay-resistant or preservative-treated wood. ZMAX®or hotdip galvanized l py: ooaft rfl�ornmerKW. . _ __.._ ___ .__ _.__.__ __.___._---.---..._.__-----•- .- ____ _._..._._ _. _ " RSD __... . • . 9'-0"TALL FOUNDATION WALL TO BE 10"THICK WITH#5 BARS @12 ON CENTER � 5 y/ , • i BOTH HORIZONTALLY AND VERTICALY 3"IN SROM THE INTERIOR OF THE WALL and S U T E AftC RE LANDSCAPE DESIGN .. .`.. HIT E C T U 'c RESIDENCE . ..� MONALGHAN 1 . _ ,.r• 2750 NASSAU POINT ROAD, CUTCHClGUE NY 1. 10 --�. ..3L - �.. ....._ ; f - P. O. SDX 79 CUTCHpGUE NEW Y4ftK 11935 SMOKE/CARBON •MONIXIDE DETECTORS ICER COD ��� yo PHONE 516-971-1063 suterandsut r@nnail.com _ _.. — - o MONAGHAN INTERIOR FINISH NOTES' i �[�'Q __ ______r __.__ ._ _ __. r -- _�- ...-i-.•---..... _._.._. FLOORING- G FLOORING TO BE REMOVED AND ALL NEW FLOORING TO BE C I� tit i v ►� ! t t� �$ri ��.�'� " .;(pri �:, :.{�j�+ THROUGH OUT HOUSE Ex15TIN FL ENGINEERED LUXURY VINYL PLANK FLOORING SELECTED BY OWNER,WITH ED ELECTRICALLECTRIC ICLAN. - - UNDER IN SELECTED LOCATIONS(DINING AND MASTER BATH).SEE HVAC AND LAR BATH TO BE TILE AND ALL OTHER BATHS TO BE TILE.CONSULT OWNER CEL 541 WALLS AND CEiLING- LIVING ROOM WALLS,CELLAR STAIR WELL WALLS,TO BE BDRAL 1X6 T&G PAINTED WHITE PRIMED S651 U54 BOARDS AND TO MATCH EXISTING PROFILE,AND ALL OTHER AREAS 1j2"GWB HOUSE AND 5/8" ' LILY AREA.ALL PANELING TO BE PAINTED WHITE.CONSULT OWNER SEE GARAGE AND UTI CONSTRUCTION DOCUMENTS FOR DETAILS. TRIM- tCa��12i7 tCt7 .. i WINDSOR ONE 1X4 BASE WI 3�ROUND SHOE,WiNDOWS AND DOORS 1X4•ALL TO MATCH { ! . _ ROOF RAFTER5�2X X36"OC EXISTING OLD PROFILES I -:. __ i -- .. .-7 - _ - ,�- _ ODORS- �I _ - REUSE EXISTING A5 MUCH AS POSSiBLE.4 PANEL DOORS PAINTED WHITE W/BRASS ROUNDED BUTT OUND ORBIT KNOB.MATCH ALL DOOR TRIM AND STOPS TO EXISTING.CLOSETS ARE t HINGES AND R 4 PANEL COLONIAL.SEE y • LOUVER UPPER AND PANEL LOWER COLONIAL PASSAGE ODORS - --- CONSTRUCTION DOCUMENTS FOR DETAILS {NG AND 2 NEW CELLAR STAIRS- - � EXIST r l� � - s TO MATCH ALL DLL)EXISTING STAiR PROFILES.SEALED OAK RAIL NATURAL, SEALED OAK POSTS , ELIDING EXISTING,STAINED AND SEALED OAK TREADS TO i #1L)master bed room ridge beam • NATURAL,PAINT ALL BALUSTERS WHITE INC 334"x117/8"psi power!am STRUCTION MATCH ENGINEERED FLOOR COLOR,AND PAINTED WHITE POPLAR RISERS SEE CONj I :,15'-7"+-span.4"x6"douglas fir end DOCUMENTS FOR 1DETAiLS. HARDWARE TO BE SELECTED BY OWNER INCLUCING DOORSTOPS,TOWEL BARS,TOILET PAPER ANTE.BATH HARDWARE SELECTED AT i - ---- - s . HOLDERS,HOOKS.CONTRACTOR TO INSTALL. PROVIDE ALLOW , � --r ' ��`(r}� i _ � �� CKMAN FERGUSONS(AMANDA).SEE CONSTRUCTION DOCUMENTS FOR DETAILS AND LOCATIONS ___ T - _ w ' BLA / _.�. _..._._...--- � i .._. _... :t��,7l�til�' �- YAp (plr CABINETRY- '. CA�;I3 5 AND CONSULT OWNER FOR ALL SELECTIONS.RIVERHEAD BUILDING SUPPLY CABINETS ( - .- - SEE DETAILS HAVE BEEN SELECTED AND THE SUPPLIER IS RlVERHEAD BUILDING.CONTRACTOR TO INSTALL ALL ,� BIENTS.MIKE A�PICELLA PREPARED MANUFACTURER CAD DETAIL DRAWINGS AS WELL O _ #11 sunroam built up floor joist ! r �' ONE- OR AND INSTALLED �J `� j, under wall above(2)13:"x9 " I _ j #3 door at sunroom 5 4x14" v gyp , �Q ST .4 ' KITCHEN CABINETRY TOPS TO BE SELECTED BY OWNER,PURCHASED BY CONTRACT micro lam w/(1)S/8"x9"steel flitch I ' ' `- psi power lam 16'+- span It E SET UP AS MUCH AS POSSIBLE-- plate BY CONTRACTOR plate 161-V+-+-span FLUSH WITH •— -- -- --- __ _ M RE SELECTED AND TO BE PROVIDED BY BLACKMANJFERGUSONS(AMANDA). j BOTTOM OF 2N°FLOOR JOISTS ABOVE DOOR ESA ALL VANIT! _. ..-. CONTRACTOR TO INSTALL.SEE CONSTRUCTION DOCUMENTS FOR DETAILS r LLE- ONTRACTOR.SEE -� r' = ,. !• ':.r-, �' _ _ T TO BE SELECTED 13Y OWNER,PURCHASED BY CONTRACTOR,AND INSTALLED BY C I r� v h ' ILS.ALL WALL TILE BE INSTALLED OVER CiIVIENI OUS BOARD.SEE CONSTRUCTION - ` INTERIOR DETAILS. I a o I i € .,� 1 .�2�2' c. I r DOCUMENTS F01t DETAILS ' J }' #6 1'7r floor new stair 514"x9 Y" w DOCUM "- 0- tt`I,j PANELED CEILINGS- DINING AND SUNROOM FLAT CEILING TO BE � � �'� " � � �(),•. psi power lam with A"steel!,ally " G + d€ l �. v {� ' DINING ROOM SILOPED CEILING,MASTER BATH SLOPED C �) '"' -"'• .�� �' V column,.Z37"wail,l6'-4"+-!span . .. •� "� � --- "`� 1X6 BORAL T&G BOARD,WHITE PRIMED ANO PAINTED WHITE.CONSULT OWNER �Y� i - - - pL - PARTY FLOORS,AND ALL VOIDS V�.! r �� 1 ►� �a � FLUSH WITH BOTi'QM OF 2}1D FLOOR JOISTS ' INSTALLED AT ALL INTERIOR WALLS,ALL - (p f TO BE 2�b SOUND INSULATION ;;�-_ ..- • - WHERE SOUND MAY TRAVEL.FILL CAVITY WITH ROXUL l - D TRIM!S TO BE PAINTED , j } _?• `� t 1 (�+c uC t .�-•!�.•.� PAINT TO BE REVIEWED WITH OWNER.ALL INTERIOR WALLS,CEILINGS AN i i :: .a 144 t7' ) R BETTER _.. G ( c WITH BENJAMPI MOORE REGAL O OWNER -- + EXTERIOR PAI AND BRAND TO BE REVIEWED WITH OW i sb LAY LAJ ) „� ,. p, 4 '.4.mv_,.: -., LLQ _ 1 i'' _�. .. ---•... ..,.. .. _. ..... 9 - `` moi-$ •- C6t�'�>�. c� � y� Itai , , ..� n r , �w .1500 #8 kitchen refrig to dining 5 Y"x9 34"psi { power lam.9'-6"span.Steel 34"x8"x8" -- 0__-_J_' ~t . - - _ Fm i O flush angle connectors w/(3)5/8"baits, , CTSTcsNLI')lad� xht•cert I - _...:. c�J o ( l-J., LJ - under wall above AND FLUSH WITH N " C�K INTERIOR AND EXTERIOR SLIDING DOOR SADDLES TO BE FLUSH WITH ENGINEERED FLOORING/NO BOTTOM OF 2"FLOOR JOIST _ vs I I 1S Ky • - - STEP UP OR£TOWN •`�'y�' �•- lt'EEyP. , o. su FRAMED FOR WINDOWS AND DOORS BE MEASURED ON i `-ALL FINAL NEIN AND EXISTING OPENINGS 1j1 - V. 1 I ►� + ir-f a �i ;y :} QO h D: r ►, b � � p i _ .� �^: a !�I,,., : • � �}. 2,�f SITE BEFORE ORDERING ANY UNITS -.- - - - f . O) 2 "� #4 living room door(3)13a"x 14" ALL SLIDING DOOR FRAMING TO 8E OVERSIZED FOR DEFLECTION,1"SPACE .�' _ ��`� '�"' 1 iA ` M psl power lam w/(2)5/8"x13" A ..__.... . ..._ -. . _ _ . .__� -• C7� .�a, 1468 .r :tee!flitch pial:@;span ZCY'�4»+„ -*•_ , � � T � i� ...- - 5c } SET UP INTO 2°d FLOOR JOISTS a MONAGHAN STRUCTUREt�6ast-L{ cc,� 1 I GI.I.>�� 1G.. -ABOVE �p GIRDER &LOCATION SPECIFICATION14 r4 -r » " 160'4#+ " column .237"wall 10.791bs. er #1 cellar stair 514 x914 sl wer lams an -with 4 steel fall , . . , ' in w 4 #5 bars each wa 3"cleared es.Bearin Tates to irders and - ,t foot on 48"x48 x12 thick foot -••-- - - fovtin 5"x5'''x1 2". GIRDER FLUSH w bottomof floor Dist:above , O4 » " lams (1)1/2"x13"steel flitch late s an 24'-5"SET UP AS '� ' ' F en r„ o ' A�[•� #2 dining rid a beam12113: x14 micro wlair MUCH AS POSSIBLE IN RAFTER BIRD MOUTH.4"x6"dou las fir posts r p o _ o ._ ! �0 » " power lam 16'+- span SET UP AS MUCH AS POSSIBLE ABOVE ODOR a - -- --i • „� ; #3 door at s�unroom 5 Y x14 s! w ► `� a `'f' r ° R I = a N. " » 2 5 8"x13"steel flitch late 5 an 20 -4 +-SET irtn C #4 livin room door 3 13: x 14 si ower lam w G '' "' `^ •� -- UP INTO 2 FLOOR JOISTS ABOVE V ' i ' s _._ ` .i, »micro lams with 2 5 8"x9"steel flitch Cates throe h bolted 18'6"a•- •E � #5 kitchen island 3 13& x9 I. a _ I FLUSH WITHI BOTTOM OF 2ND FLOOR JOISTS.4"x6"dou las it posts x s1W4'+- #611 floor new stair 5 -1 r it x h"x9'/." si ower lam with 4"steel Tall column .237„wall Man ' FLUSH WITH BOTTOM OF 2ND FLOOR JOISTSV. 'e _ r+ 9 u, TTd ..�Prf .. _ » » tee!34"x8"x8"flush an,le connectors I r G { Q o € ; '� I kitchen stair to dinin 314 9 Y. sl ower lam 9"-6”s an.S .s- w 3 5/8"bolts under wall above AND FLUS WITH BOTTOM OF 2 FLOOR JOIST : . a : f --- i�sfi -- •� - N _ 7 �} yam ¢ ,L _ • #8 kitchen refri to dining 514"x9%Nol power lam 9'-6"span Steel Wx8"x8"flush an le connectors + -� '� _. -1N -i.�1S } C�.-�0 TCl fil r N°FLOOR JOIST t B'�` y r`' .M W { �E' CU Tl r 0�5 W(Ti OOr ' w 3 5 8"bolts under wall above ND FLUSH WITH BOTTOM OF 2 #9 second floor west dormer wail 3 3:"x14"micro lams w 214"x13"steel flitch later 21"0"+- Q ,4 : y z ,:, span set u into rafter ba above the 6'-8"door heads �! XAZ - ' ._.- i. 44 :ter bed room rid a beam 31'4"x117 8" si wer lam 15'-7"+-s an.4"x6"dou las fir end N {! #10. m I; p pa p tz _ '` A .�Nv, , �, - " 934"micro lam w 1 5 8"x9"steel flitch �� {: , -���1�:Y:�_ _.. . ' - ; #11 sunroom built u floor under above 2 13~ x 1 JOISTS -i r 2ND FLOOR lOiSS plate L6-W'+-span FUSH WITH BOTTOM OF r I b #12 cellar 3�34"X9 34"psl power lam drop Girder all to Tal _ --- _ - - - j �� �© 0 �'d' Via` vC1S-f" a'I __.. �-�c unnNt:.t► -�IGy 7'lt G.F-►! WV1N ?Z up — —Tc� C+fit.• �-t� F. . .LlVla�4 -- -- 0 t�H GEC- `' rr __. _ ::#-�•11�5 "Tc.s _rJEvw. � © 7Z3�4 SP - ... ,_ -'�:�- _..__._.._.. .}�a�' - ----- 2��i�- ---�. ._—... � �2 -y-- - -�;+ — . �''�� �' ` -' .moo .... .___.._!S� _-�,�r���",4c..� -- __ _ act. - - - __------_ 121 - '� __ _ . . ___ .. _..._.... _....__ _ _._. _�-------- - �STt�1� PC 'tCIO . -.. ._ 0 21.5' — . , l t t -- — ___ — _ _._�..__..__._ ---- ----_-- __— _ �, — — — . � i < I. �: _�. DQ __--- ....... ... '►'•�` - lipq lag AV .. . #7 kitchen stair to dining 3 "x93t" i FAQ Cy�� R J Y � E R Steel%11x8"x8;: psi power lam 9"-6"span. -- G S T "flush angle connectors � @ � �"� n R Y S U T E. j]d. U E S J{ )5/8"bolts under above rla +xll..0 + .. ARCRITECTURE LANDSCAPE D LGN w 3 , N A G H A N RESIDENCE S D E N C E AND FLUSH WITH BOTTOM OF 2ND FLOOR JOIST MO ----- -- '� 2750 NASSAU :POINT ROAD, CUTCHOGUE NY `��3r2 Y R K 11935 MOtCE CARBON MONiXlDE DETECTORS PER CODE P. O. OX 79 C TCHOGUE r.�. NEW S C S ' O y '�' t fiS" ( '�LQCL ' c t suterandsuerG ail. om SHONE 516-971-1063 _ _ _ _ _ ..._ .._. -. ... . . i s ado" { �3'tl a 2�- 01i - s q ROOF RAFTERS 2X8 @16"OC. i 41 1 �1 -_. • . . . . ..... . . ROOF itaFr��s� 2X8 1 C' .I RO F RAFTERS 2X8�1G"O ,GIni 6"4 21 -- uj S LL - . `7'CJ r A9 second floor west dormer wall £ � - (3)1 WN14"micro lams w/(2)Y2 x13" '!. _.... .._. � v % RUOF RA ERS @1VOC steel flitch plates 21"0"+-span set up-•-- t _ I f Into rafter bays41 '{ •.- �. i , N r.l �t f .... ..._ "- _ ' _ =�- � •� �# 'T SQA '� C�I�i'�.'� .fr..C��4•!�"I"Ci �^Oc•..1�i�4'►� , ITS AAA- 441P AO IWO 7 -421 Ilk �- ©vT- . .. CPM#IEP&4L 6 min: 64 ti ---3 `i V. ILA, _... .. . OROOF RAFTERS 2x8 iLculw-vC. : tj U T E R and S U T E R ARCHITECTURE LANDSCAPE DESIGN ,� t MONAGHAN RESIDENCE I Y4-="' 1 ' 1 1,70 2750 NASSAU POINT ROAD, CUTCHOGUE NAY 1 • __. , P. O. BOX 79 C U�' C H G U E N E'W VAR K X 193 5 �,�` '� •`-- - '- - ' AA Peer. vP�--- -- il.com ARGON MONIXIDE DETECTORS PER CODE PHONE 516-971-1063 sutera�dsuter@ � SMOKE/CARBON - t Ste ' L _. . ... -- l I W i 1 i _ A _ [ i , _ . f - 41 10 . . . .. ' -_:_ .__•. ��:C� ..._ ' .. EGRESS I Us sl-J- . I ; tI _p 1 ; C..;_MPr5 li2,`� 'T+� C i, _'3�'`L�C -1�` -. C( T+ _.�hIT�2.�'--:Pao��►.;rel f� t..l ::..-ESS :. --- c -e-TA312_--% U.4 Sic .S'IdNiE p1w 6orinm s -, . s S U T E .-_ R an S U TE_ R ARCHITECTURE LANDSCAPE DESIGN ARCH Cl. MONAGHAN RESIDENCE 2750 NASSAU ]POINT ROAD, CUTCHOGUE NY f _t...$tpP.O. BOX-79 CUTCHOGUE NEWYORK 11935 -971-1063 suterandsater@ailPHONE 516 -D A" - rt _... _ - r i MONAGHAN EXTERIOR FINISH NOTES: ROOF-GAF,ARCHITECTURAL, HD ULTRA,CHARCOAL OVER ICE AND WATER.LEAD COATED COPPER CLOSED VALLEYS,OWNER TO SELECT COLOR SIDING- BOARD AND BATTON WALLS HARDIE 5/16"SMOOTH VERTICAL 4'X SHEETS ARCTIC WHITE OVER - OCX� E - r HENRY BLUESKIN VPBP100 WATER AND AIR VAPOR BARRIER OVER 1/2"SHEATHING.BATTONS VERSATEX NOMINAL 2 WX 3/4" F-Ti CEDAR SHINGLED WALLS 18" RED CEDAR R&R,PREDIPPED STAINED OVER HENRY BLUESKIN VPBP100 I WATER AND AIR VAPOR BARRIER.OWNER TO SELECT COLOR FASCIA,FRIEZE,RAKE,CORNER BOARD,COLUMNS,AND ALL OTHER TRIM VERSATEX TO MATCH I EXISTING PROFILES SOFFIT AND RAKE VERSATEX,IX TO MATCH EXISTING PROFILES :---=•_..... ..... __.... ...._, ..._._,._..-.�_.. WINDOWS AND DOORS-ALL OPTIONS TO BE REVIEWED WITH OWNER BEFORE ORDERING: OPTION 1-ANDERSEN STORMWATCH A SERIES,COASTAL HARDWARE,LOW E IMPACT RESISTANT - " GLASS,BLACK EXTERIOR FINISH,PREFINISHED WHITE INTERIOR,CONTEMPORARY FOLDING WHITE iTm— llaDl - D WING DOORS PERMANENT i /� CIDERS AN SL O ASEMENTS ANVERS BRITE BRASS FORSHAND E f R C GRILL/FULL DIVIDED LIGHT WITH SPACER BAR.TRU SCENE SCREEN AT LIVING ROOM WING. G`"7�. ' SCREEN DOORS TO BE PROVIDED FOR ALL Q w - i . TGH CONVENTIOAL,SCREEN ALL OTHER W f INDOWS.SCREEN AND ' t ( �� � ��� � 24 '. s 2� 2� ANDERSEN UNITS OPTION 2-W114DOWS AND DOORS-LOEWEN,WHITE ALUMINUM CLAD EXTERIOR,PRIMED DOUGLAS II �I MART D 27'2 COATING 5 8"PUTTY sdi WITH BLACK � i�NY FIR INTERIOR,STORM FORCE IMPCT GLASS,HEATS , / SPACER BAR AND OG INTERIOR,WHITE LOCK,WHITE SURROUND WITH STANDARD MESH SCREEN, HANDLE AND SLIDERS VISTAVIEW RETRACTABLE SCREENS AT TWO SLIDERS WHITE TRUTH FLUSH . (SUNROOM) �, r I. :E -1�2Q•ALL DOORS AND WINDOWS TO HAVE PANS ;: � �,'. _ �.. i 2 CELLAR UTILITY UNITS TO HAVE INSULATED GLASS AND PVC FRAME I ALL OPTIONSTO BE REVIEWED 1MTH OWNER BEFORE ORDERING .�l I ALL FINAL NEIN AND EXISTING OPRNINGS FRAMED FOR WINDOWS AND DOORS TO BE MEASURED , ;! f �. f��I ON SITE BEFORE ORDERING ANY UNITS ' ALL SLIDING DOOR FRAMING TO BE ti OVERSIZED FOR DEFLECTION,1"SPACE WINDOW AND DOOR TRIM INTEX SURROUND 5/4 X 4 WITH HIDDEN NAILING,AND HISTORIC WINDOW 5/4 X 4 SILL WITH 311 SILL NOSING,NO APRON _ _ i Lt TTIt tt .; }. � ._..__ - - int I�f}.. x'•3'1- . _. ...... _. . ! , 44o i • , ; ,i .. b•�_ i i • I �P��...�.��c'�k"T�i7:::��.c.1NuJ� .f?t.�"S �t'� ac.J"r'UJ _�— .._ - _ ._.___.._... ...._. .__... +1,:1'� ��;t..�; 01 CK eLQE5-r(=j i �l\JE. SrorJE �fcKto �t� _. ......... ILI; FL i _ i 1 77- C G. Hm 41 CA&E a- _ _.._.._. ..... _ ._.... ... _ I _ r - - - _i_.. .. _-... ._.... _.. _.. . 1`! � � � ` T�'��Y�---..��.1_h�_.�Gci..t-�•R•tt,ac�2.. EGRESS ate S U T E R ax�►[l S U T E R ALL MATERIALS TO BE FORMALDHEYDE FREE.ALL MATERIALS TO BE INSTALLED PER ? MANUFACTURERS WRITTEN INSTRUCTIONS.ALL INSTALLATIONS TO BE PER CODE CAPS,CHIMNEY CAP,VALLEY,STEP FLASHING,TRIM CAPS,AND ALL EXPOSED METAL TO BE A R C H I T E C T LF R E LANDSCAPE DESIGN LEAD COATED COPPER MONAGHAN RESIDENCE ,� MASONRY-FIRPLACE CHIMNEY, RISERS,STAIRS,PARCH,STEPS,TERRACE AND PORCH - „ •. --.--..�... .-. _ .. . .�. __.._�� L'- - - _ �-- CONTRACTOR TO MIRE HERS RATER TO PERFOM A BLOWER DOOR TEST.ALL NON- FLOORS-MATERIALS TO BE SELECTED BY OWNER. ALL STONE AT STEPS TO HAVE GALV. STEEL - 275Q NASSA►U POINT ROAD, CCTTCHOGUE NY s COMPLIANCE TO BE CORRECT BY CONTRACTOR BEFORE FINAL PAYMENT IS PAID BY OWNER STRAPS AND REST ON CONCRETE FOOTING OR GALV.STEEL ANGLE BELOW GRADE. OWNER i P. O. BOX 79 —-_C U T C H C G YJ E � NEW X O R. K X7.936 ? _ .. .- .-_- _ -_-_ ,._ . TO SELECT STONE. EXISTING BLUE STONE FROM ORIGINAL HOME TO BE RE-USED � i PHONE 516-971-1063 suterandsuter@omail.com yO i - -- _ . . . . .._..._ ... . ... �o •- '---'- -�� -'$tom{f/) � - - ._ //j� `F ,MJF,' ;a/Jy/Cf' . . . _. . s i i t J i 7 f ----- --- - —._4 _ — i s ' v S€ tom•=�. . €4��I G� 7�1E ' .it�l "t12: _.. ._. __ w_ ___„_ ._ ._.. _. _ .v ...................: . . ....:. ,y r dormer wall v oor west t ()1 Y x14"micro lams w/(2)Y x13" steel flitch plates 21"0"+-span setup r Y into� ft bays � • c °b� t 11 _ t L , '� , 01 01 0 , ; _ #;11 n roam oor(3)1 1 � � . .,, �, _ ..... .. _ I :� power lam $" 1"� i `} j " �' //(� {/j!\� r steel flitch plates ars 20"-4"+. ; !; SET UP INTO 2"d FLOOR JOISTS. • -J�,C _ .. -- ! .`, ._............ ................._._,,.. .. ,. ......_... ....., ! .. '< .,�� .. ... ... ... _ , �k'4t 1`i _•' Y A _ t, +�tABOVE ,.. i I : . .'. MOOR J STS 9 r4 Til'S 560 SERIES�i116 OC`. .,AWN FINIS H FLOORS ; ," (r ` fl�- �.� - '.: �.t- :: v 1. ... F -4.{ ..R" _# .; .. F t , „• 1,...r ,, i •!: 1 .t T� ne -. 00 V �-, qtr ... ,.ria.-r K.. �r , t 2 2 _ , 1 oor new stair 534" ' .._ 51� R( I !col mWe237 wall, 6-4 la y 4-4 am with 4 steel t� 3 f bf ( u n,. " 11,1 ' " s t �,'l Usk WITH BOTTOM OF 2 FLO R JOISTS / N -N UL "T1Ot e �.A- Xf Gest.: t i#-11 sunroom bu,EtuL floor joist - e under wall abav 3%"X9 W micro lam w/(11 5 x9"steel flitch I�LUSH 1Nli`M plate 16'-4"+-spa �G� 1 L'�►� '."�,t�G3"� - _ _ l ... I s BOTTOM Of 2"°:F R JOISTS - _• 1 1 • 1. f : : - ({ : t sEw- _ _ j - —F---- _._,__.. y . / _ •ten. 1 „ f. — t.. 1 y S t f a i y 7 t , r t -i,__.... ........._.., , ,h f i t M1 .., , . ! �, ..! ! l q 1 r 16 a _ , RES C. 1 r .... ,. A SE , 60 RS ...__ t. € TAPS 5 LOO �! � 9 z FINISH •r t , C� S r � �: Y F!N f � -ALIGN , t , t { l 1Yl 1 { » .. , � i cellar stair _ - := . 0 - 3h esteelllally column i CAe .... ..• 1 � 1 n 16 4 with y y ( t t 4 spaIt�1+0oc1J _ . 37"wall 10.79 lbs. r foot on f j� � �. 12 etiar 3 "x9 3 i 48"x48"x12"thick footing w/(4)#5 bars w � � c� CAti jT t i �� � I er - i i ; — .,. , _ ___.,_�._._ :?Y .( 31 1� I,UtJ.:c T� JV�t L, V o -t�a V , , am dro € er tai to tat ! ,• s each way,3"clear edges.Bearing platen u ; ... .. .„ .. . . `� —re r tie y to girders and footing 5"x5" 1/2" _. ' H w/bottom t of floor joists above Lac-t.`f r...�w D .......... ::1�t��' a�d.. �t ���... _._ ,,_..... »_,.. _..... , �"'��. r.Sffl .'��.��. -_Ott-•�..._....... ..... . ...... ..._____.,_._,.-... ..._....._.......... ......... _ _ � a � � .. `: .. ., .• . ..,,. , f• i, , � IA � -�s� SLt } �C.� . .► ...... _.. .._.. .- J �� Ta IAC Cil_. rl _. ... Id . �� _ ,� _ r . r t . ..,.,,.., . .., ,.,..., :., .,-•.max ... .,»._ ...,. y r, - s 1 .. -r / 1R r �• . } t9��S :.:5�.,�-_. ..�',- ��:� - Std. -��� ` � ' • rjr E r ALL PRODUCTS TO BE FORMALDEHYDE FREE. ALL MATERIALS TO BE INSTALLED ? = '�''�,. U T E I� and _ .1 � ED ARC A R C H I T E C T U :EZ E LANDSCAPE D E S I G N i PER MANUFACTURERS WRITTEN INSTRUCTIONS. ALL INSTALLATIONS TO BE PER , e�'' •xa sGA''�� MONAGHAN RESIDENCE C�DE DINT ROAD CUTCHOGUE NY 2750 NASSAU P , THIS IS A HERS RATED HOUSE AND ALL CONSTRUCTION TO COMPLY WITH THE P. O. BOX 79 C U T C H O G U E NEW Yo R K 11935 HERS RATING.A HERS RATING HAS BEEN PROVIDED. A BLOWER DOOR TEST TO utera dsu 'l.c ami` PHONE 516-97 1063 ---- tern � ° ' OCCUR 1 , ~ +y} - S s • Y S , j f j. � t Y i j 0 ROOF RAFTERS X16"OC GE'X[STING 2X2 } ## fi Jll . I f �- 2� 2 2 i.. Q diming ridge beam(2)1%"x14"micro lams w/(1)1/2"x13" steel flitch plate span 24'-S"SET UP AS MUCH AS POSSIBLE r` IN ER BIRD MOUTH 4"x6"do _._...__.. _ g fl posts u as r o : _ ... � � •'� .,�.�_ �f' ----.---•--•-W- - ..___...._». $ �' .fes"-��t t.i tt� f � ti� f � '� l �. ,�,«�. _ ��/•�j7��1,C7 ' ' I//Jj� �/,I''�/��/fJ�� -. .. .. � k s. : W ' 1 - w _� } -! �t i , e n ( ) Y t it (2)5/8"x9" i '-• .-=�.t.�:�rJ1�. ... 1� -• ; , __•t#5 kitchen island 3 1 "x9 "m lams h EXISTING 2"O FLOOR JOISTS 2X10@16"OC confirm n site&new 934 TJI S 550 SERIES @ J 6 l ! 1 f steel flitch Cates through bolted 18'6"+-FLUSH WITH "–_» i BOTTOM OF 2"°FLOOR JOISTS.4"x6"douglas fir posts , TW W6 4 `t, u - c - t AI - ._-._ „ 'i #-tp...G......... ... . ........._ _. _ - , r n JOIST 8" :f y. 1 FLOOR JOISTS 2X8@16 . OOR 2X8 1 OC -� EXISTING�, @ �k, i - - - .���l��a�..���.1 i+.l I r"' /'••, i � �` ...7 �; 'ALIGN WITH EXISTING FL r: �f �P_���"±� 1 _. f E41 WAt • i z :toy CAd; 1 .�, , . k I f i i 1 " �.. _.._-_...,.._......_.....»_........... ......-.... ._.............. t f ......... .....---.., ... -................. . ._-._......... U TR and U T L R 4 ,�� ��% , • LANDSCAPE DESIGN � � r � �i .................. ..,-....... ..... ARCHITECTURE LANDSCA /t ) r NCE �.� =:::i ---_-.__._---._.... .............. .. . - . MONAGHAN RESIDE CUTCHOGUE NY , 2750 NASSAU POINT ROAD, OX 79 CUTCHQGUE NEW YORK 119 �} P. O. B 35 �� _ _ FHONE 516-971.-1963 suterandsuter@�i.c�m PAt �ry j j�`—� i � • : 1 I � I - - ; i ond floor west doMgr I L3)1 Wx 4"micro, /(2)Wx 3"steel h plates 21"O"+- recon wall 1 lams w 1 eel flits span:set ug into rafter bays ............ . , ! ........._..__ — I f { -- �A- i 0Z t ................'---._ ff ._ - _,.,,.,,.. -.._......----,.-..,..... __----,•_.._.--- ._.�-...... ........_....... ff -- 'FLOOR JOI S 9 34"560 SERIES TJI'S @16"OC ALIGN FINISH FLOORS ,.. Td �4't`'TI G i i t — ,gid.. ! GN FINISH FLOORS f`• OOR JOISTS 9 i4 560SI`RiE5 TJ S X16 oC --- ....- i 1 ti_f #4 Wine m door 3 134"x 14" ' sl er -4"+- _: i t 3 BONE ? ;, _f �� am w "x13"steel flitch ate span 20" ' � �• UP iNTQ'Z� FLOOR J015T5 A l 5 8 SET 1 I i ..t t �� _ t i a E is t f C' t t 3 raunroom S X"x14"p'I er lam ib'+-span SET UP AS MUCH C AS P OSSIBLE ABOVE DOOR Te � ; t ( i ^' +-- '�- .,... __,. - - 1-3-x• '�__ - - rr ii i i t , i ? j I )± : ) ) 1 ' cellar .._.,,_._ r } 1 (_ ) :) ;; i ! , : ft c stair S%11 x9%11psl povei�er lam span 16'4" -with 4"steel lally column, .237"wall,10.79 lbs.per foot on 48" 1" • x�8"xi "thick footingw 4 #5 bars • i t i tl ' 'i ! ): �p ( { 'i 1 ,"c e r rl E each W 1 i ii 'v S ay, clear edges.Bearing plates . t !r ' to girders a footing S"x5"x1/2". GIRDER Ft t SH w/bottom - of floor joists above , '- - -...... . { , �. �•y� Ye—neer neer col mn with oak match existsng air case sr 1; 1. FLOOR JOISTS 9% 560 t -w ti• ;�.__.� . .•. `t' '...' '= ( 5ERIEST11'S@1s"(7C .»—... �. f -Y -__ s- '� ,: ��. . .af,...G V ALIGN FINISH FLOORS ; + f. / f; _. ._. } i t i i� --_`—' �1'�`• �,-�_'_. , V �'�' i! 1 �r '� �' �} i: �I I 3 t ! ._..._..,._.___.,.._..._ _ _ «rr 9j i f E , i "Lo !�3�:...................................._.._._-.,.......... _... . i t y - � , A-�-----• _ 1�ft x9 3� sta r S y4 psi power la cdlumn..237"wall, s n i m with 4"steel tall FLUSH WITH BOTTOM OF ZND FLOOR JOISTS - t - • • i t a l) ! 44 Y"� t f a •.�� 5 Mei , -_ i.4.l.i. ..{-s./U.i�+i/Y'L ) S41.�� � •'" f � j ( j� i; - - '� �e 1 I� h '__- - -^d _. ... ��—��--�- ,`�•.. �+'�•�+���(/)� ,,fir�^� } `( , ; ,, , � ; j i , .� i a �) g y s ti t -- __... _... _.-.._..— —.._................... .. ..... . . , 1 i _ - L� . { lS j: I i { ;j r a ) �- NOT UNDERMINE EXISTING FOOTINGS '. I�� .} �. ._. , .moi �, �-t•- fi � • .,F �..G G.D�Ti c�iJ:.C'r�t-��t�.��i1:.:' �:.K•,<.�n�.�-TTS 8 U T E R and S U T E R A R C H ITECTURE LANDSCAPE D E S I G N MONAGHAN RESIDENCE 2750 NASSAU POINT ROAD, CUTCHOGUE NY ° f � ` ��'° /1 1 ry�� /// Cj, P. O. BOX 79 CUTCHOGUE NEW YORK 11935 PHONE 516-971-1 063 _ _ sutera !dute-rfttnail.co , i r t L-17 7 7-NUAU_CX N N 91E 0 i 13E A MfN.,T4r BELOW FINISHED'GRADE.i) Table 3.6 l FOOTINGS TO REST C*I VIRGIN SOIL Ridge ConnseVon R"awmeirift Wind Table 3 Prescriptive Design UmItations i Roof M!EftDL-10 IIA 2) :ALL CONSTRUCTMN Exposure B TO CONFORM TO ALL.STATE&TOWN BUILDING CODES INCLUDING 2001 f.Oeild Load Msurivtfonv-CHANGES. $POW-4) .,ALL CONGRETEETO BE MIN. in 120&P4" iq,�rl:2,066 P.S I.28 DA�S I MNM Attrlbute."':4) ALL FRAMING LUMBER TO FIE DOUCL FIR#2 UNLESS NOTED OTHERW Limitation Se'Won Figures I IMENSIONS �4- ftaprtch.:6) BRIDGING MAX(r-T QN CEMRt PARALLEL PAMMONS AND BATHROOMS. Mean Roof V.2ki:(MRN) -' ;6) DOUBLE FLOOR JOISTS UNDER Building 1 33 22 77 91 169 205 243 284 2XId-UNLESS, I-W-MIN-.HM SEM 0 NumberafStolles 7) DOUBLJE�JACK UMS UNDIM HEMER OF AM SPANS OVER 4? 3 16. US: .121 141 M 226 274 S"IBuildia Length and Width 2#NOTED;J J!U FRAMING NAILS TO BE GAtVANMED NEAR 9&T W* 'ATER Od"OSURE, FLOOR SYMMS,.'DIMENSION an 6.RMATIONSHIPSOVERRIDE is,DtMeNSIONS OVERRIDE SCAI 2 .1.8.2o acing 24"o.c. 232 326 4W LA.BOLTS 1W ON807TOM&WONCEINTIER ---- - ---- .1,I - -- - 282 M 452 so 949 758.10) ALL BUILD UP GIRDERS 70'it Gwrm&NAILED.-ALL LUMBER To BE CONTINUOUS LtNGTHS. 32 206 243 I J) ALL BUIL ON CENTr:R T.UP FLffCH BEAMS TO HAVE W D BIG 730 $52 rs-Support1riff loodbearing walls� U 65 77 N 113 I"d 299 231 ONTOP.AU.To BSr FROM EDGE.MIN.3"=1W STEEL BEARING PLA-IFEAT EACH E�ND' .. ........12) UTiLnYAREKOF FURNACEAND ATTACHED GARAGES TO BE FINISHED WITH 6V FIREPROOF G.vv.&:,� -LoadbearialwatI2 d 22.4 265 us 2.1d T Tab es 3.16 a and 3.16C dF "r v Floor Off$L W1,2.2i 4:12'' '-'T T6 CODE% am FIREPLACE TO BE SUPPLIED WfM FRESH AIR VENT AND GLASS DOORS PER 20M ENERGY . ... I: Naphragni Floor DlaphMmAspett Rato R Moor Diaphragm Opening$CONSERVATION CODES MID FIRE.PROOF-HEARTH TO BE INSTALLED PER CODS.-(FRAME FLOO L=erofn'or50%afBWd1ng s.i,q,2g 2,1k 22 174 204 23S rn 44 '857 E OOTINGTOBEITTHICK: -'' t TH1M RMUIRM SETBACK). FIREPLAC F of "6 230 2U N4 017.-JOIM PEA CODE AT HEAR __W3 418 "6 04 M N4 51 W 49 AW us in:,7`.-WAII YSTEAle 22 136 292 204 1r,:ANDEXTENDT FROM BOTTOM TO BE IN THE BEYOND FIREPLACE POUR4 WEUDED WIRE MESH 2 6B So 92 118 146 176 203 242 837 Wall sulds Loodbearing Wait helht.14) 2v FOOTING, r.:',DSNOTES 4X4 i*kk POST ON 4WXIW dONCRETE BLOCK V41' Non-Loadbearing Wall Kelght -.1 . e - X - - -2 MBER.BELOW GRAVEL ALL DECK FRAMING-ro BE.4 C.CA PRESSURE TRFATM LU Wall Stud SpacIng W Dik LALLY COLUMN ON 24724-Al2"THICK POURED CONCRETE. 4' 2.U,S.1b 32 ZN' M2 02 426 as SP 674-i.:DENOTES 3 hear Wag Line Olfsei:i 36 179 2W i FooTiNG. LALLY COLUMN TO BE FILLED VM POURM CONCRETE. Shear Wall story offsee _4U So a?I "A '.P No offset er Exception 1-1.3.3d n 43 55 fie 81 uo 141 M us 227-'DENOTES VXIS*CONCRETE PIERSON 16 12 OUREDCONCRETE unless p AftnYll I - VF(lasl e. . ;Pear Wait Segment Aspect Ratio Table vL7O .3.3e is 63 M 218 230 302 811213MA lam.�' :FOOTING- HICIOR . ., �j v REDCONCREM- ' SYMM 2 450 7 17) 13ASEMEW SLAB To BE 0 ipou lumber Rafter soon(morizontai rpiection), 3.Rafter Spacing 3.1.3.4b 24"Pic.-18) CRA 20 POURED CONCRETE WL SPACE SLAB TO BE ETIE vM nnem STEM MESH REINFORCING ON 19) GARAGESLAM BE4!POURED CONCR 169 ASS 319 436 SM COMPACTEISSAND&GRAVEL PITCH SLAB TO DOOR MIN.%,*PER 11(r. Fave Overhang Lenw Lesser of Vor rafter 3.1.3.4i: 211f 243 242'. 491 MA 1 166 190 298 M 422 680 12 49, 55 94 OCOPt Rake OverhEl LenW 26).0URNACE AREA To ]HAVE FRESH AIR VENT-AND FIRE PROOF FLOOR:T Lesser of Tor purlin!Ea!/2 1.3.4c Roof Sloee .65 Fiat-12:12 &Z im CM I'm 2M =21) INSTALLS -LOAD BEPiRING WALES-RE STOP BLOCKING IN ALL a. 3Ad M 231 J k6em dw OM 12 :7J=1"11=rfttft viva,mtwr�JAMS. OOR 147 8z Ad 8.16C 3.13Ae.23) 10...TYPE W GYPSUM BOARD: I'22)-FIRESTOP PREFAB.FLUE EHAFT TO COE) oWhraam I E. MAY,W-T ON CENMR WITH I HOUR RATING USE fiT cof Dlaphmgm Aspe bs ....:Ta f 9,16A a-SEPARATE HOUSE AND ATrACHF.D GARAGE TO COOE 45 MIN.RATM WALL,DOOR;& D See excepdons. M ZX� 250 299 W2 407 4W 13E SELF CLOSING ' 562 458 MS 632 2ror rooll'snow lotdx,tabulatW spans am'ftited t*20 ft 147 165 M 229: 281 3a6 I aituoED IN THE PRWEar,ff MU-Sr BE ENCLOSED WITH A W.HIGH MCE& T21ndated-W r-p6anems gum be pmakwtobemp NG POOL IS IN A 2.1.24) IFASWIMMI W"07ivM avffz�SELF"TCHING GATES,TO WS CODF- j�EACHESAMPMEQUILIBRIUM.26) NOTE:ALL LUMBERTO BRINSTALLEDAFTER MOISTURE CONTENt ' 0WN JOIST,TRIM,EX thetabulatedvolues bythexppvpftiawompkrbqkw.CONDITIONS EEL GIRDERS,FL FU TH DRAL)&AU' 2z is lu 26) INSTALL GALV-RAIFTER T11 DOWNS TO TOPPLAIM IN ALL' LLHGT.CLGS-"(CA E 1,60, 1 240 4M RAFTERS AT SEASHOM(iEE HIGH WIND NOTES) 2*Y COVER SPEATHING 27)'BUILDINGFELT.(ORTYVEN:CREO.)TOCOMPLETEL film''AM,MICROLAMS -FOR SITE 28) IF WOOD T BE OR EQUALARE USED,FOLLOWALL MANUR SPE,CS.STORAGE INSTALIATION,DRIWNG,BLOCKING,&LOADING..-2a) THEARCHITSOTIS NOTRE 'OR METU6PS 9 LSPONSIBLE FOR CONSTRUCTION MEANS BE APPROVED 13Y--niE ARCHr(ECT 0 THE PLANS MUST 0 42..�O) ANY STRU=RAL CHANGES IN fthle 1 App![UhIlity Limitations-LEFORTHSENTIRE.PROJE= d ARCHITECT IS NOT RESPONSIL 03-VE ARCHITECT ASSUMES,NO SITE CONDITIONSTHAT ARE NOT INCLUDED IN THE ANY ROCK,.:...: BP FORMATIONS,BEDROCK UNDERGROUND STREAMS,ETC.MUST BE SITE INSPECTED BY A LOCAL. L'Atulbute apmnam weirlAsi ES THAT Or-CUR THAT CHANGE THEPLANS ARE NOT THE ENGINEER a ANY STRUCTIJRAL CHANG RESPONSIBILITYOF THE PRCHITECT. ......I 7''CODE WHTPROTECTMAOTPER UNITED STATES 32) copyRiGHTEbt ARcHrxc,ruRAL WORKS COPYP SSETOFPLA NS.IN Mean Rod Ifelin(MRH)ALLARcHrrEcTuRAL WOFK CREATED AFTER DECEMBER 1.199,01,INCLUDIN13 THI FSPECSAND L TERMS OF OVERALL FQRhl AS WELL AS THE ARRANGEMENT AND COMPOSITION 0 R OF 75 YEMS ButWing Unith and wift LEMENTS.IN TM DESIGN,FO A PERIOD 24 269 Ix 406 TABLE-R30 am C I'm.-CUMAT16 AND GEOGRAPHI ik' so at SOS FIROM UiCE BARRIFIR ... ...NDERLAMM 116va"4MROUND' SEISMId 'SUBJECT TO DAMAGE Lo3d Assumption WIND OF-SIGN Speed, Topographic Speelal vdnd Wind-bome. I DESIGN Froglino iT AMUAL Portlt!oi Dead Load fof toor area INDF-V -!eiIT vooil-ortam'ie Construction Manual SNOW weathedrig REQUIRW 4 LOAD region' dabriv!OrWa CATFGORY' dep"I Wait Azembly Dead Load 'One-and Two-Family Dwellin Floor Dead tmd AC-L-i gs_y F.-S 46'7- 1 0-25 psf fo .Rod/Cfl�jAssarrib�Dead Load 0 "I 30-40 Of Typical BP Roof lite Load pa"4wv 110L Installed led Root We Load 20 Psf 10,zo pst P TA13 Calling We Loed 7ud Andior8oll Table&9.WIND SPEED CONVERSION GroundSnow Load ftftw/celiing joist Hee;Joint Connection MKisiremonts 115 130 140 I Ark 110 50. 10 .1 , I TO 180. . 190 ILQ:1t3m .0ndspeed -Roof ASSMWDL-10PSt)(Diod Load ASSWOOOM(700-yr.return qc�l"-sec ROM Live Load I Ground Snow Load 85 89. 93 .101.. 108 116 . -.124.. 132 139 147 WindUad so PSI 70 PSf 0,C,4nd_V hoirr 0.447 m/si-4 .4osurF ir seismic oaton catesory(SOC) ROO so lterpolnt[6�is.pe3lrdtta -1 22 24 96 Sesinic,oad socA,e,c,D�,Di,and O2 A 22 24 12 -7 1. 36 I CONCRETE COMPRESSIVE:4TRENGT-H.I SEVERE.J on Ift"viredc"acityclKeeficintconnoca 1"IMPIR 1746 767 15341 2503 t Shear Wallis Resisting Upliftand Shear' 3W 720 IM 397 794 11192. 5R 1164 OfteriptiveAltemative to Table 34) SUO $30 1059 1589 776 1552 2328 IOU 204S 3067 MS Table SAO EmgNT WAI LS 0%$LAM-3,09Q P ._GAMG -AB 3,60D Exposure B.81 E St PSI 4W 9M -1862 2794 ------ SIG 1j32 172)g Gm 1271 19o7 931 1227 2454 SG&I 9067 4601'24. -720 150 230 1164 2328 3492 ISM 440 W 60 794 Wind slefted 34ecoo is- -fflff Plate to Foundation Connection Shea 6 I 160 I B01 Table&3 r Load for LAI 248. S" jj4 43'1 373 1310 11SO 1725 NallIng SChedlille. Bottom of S40 810 .575 Top a hw O ' 'ftundation$III Mite Connecton SOISMIC(Cont) woodiftnWomamanals. won 7" 1080 297 794 IM 5g2 1164 1746 767'. M4 2W ab "Anther QSL- 7 Paw SS4 1296 47,7 SW 1430 68 W7 209S 920 1840 2760.ASL 50 Requiremelft N11 n=8 "i 4U] -Numberat R64sting Sh"r Leads from$skmle(Pireiatftlilve . .."- -':-�'Numberof pst Wall lio A 596 1 1797 I 873 6 2619, IISO 2M 34SI 24 so im 1620 _1292 common Nab' M011"MIked no (Dead Load Asstimptlor&Roof/ceiling 16 pst Floor-12 psf,Partitio Nat, 1746 216 432 648 238 477 349 699 3 460 920 1380 Spft 22 Thicimoss 'Nalling Nags So is OR M 1144 S" 1117 1676 736 2472 2208 (see Table 3AA) l���ILW-Wixf-,Weraltrc6iwstingsysterrcWbod stutural paw 288 $76 315 EN 9S3 466 9n 1 613 1227 1940 ROOF FRWNQ - :...: , 0= Reathift ShwWall Ramat,7`:f08adL0edAMXiIPU Rd�f/*Oft-JAWRoor-12P$fPartkion.=SWWM*1100h, Ground Snow Load 70'pst Lateral force resisting system:Wood structural panel shm wells)Mmirym is itaftertoTopplato ....4seeTable3AA) 50C A SD SIX c C B 02 3" 6n 1037 381 4wongiowtoTopplate(too-no" SKA minimum 77W ago rw MCC 2095 920 019 Ise*Table 130 vdcomffm 4 432 N4 1296 477 953 1430 698 IB40 2760 .'(s T61v 3,9A)Ieft each lap Founclation Building .24 Foundation kaft 15/32"phwoocl 2 4 VIM t/W I _12 L_ 30 463 170 340 ,I 241 4" 71 329 657 986 12 L_ Tabile"A). each top .supoortin. Supporting 01merislonMr tialls 40 panel 11,54 C -nalled) (" M. 4%, 617 227 4S4 SSI 133 as 998 438 676 1325 offingsolst Lopsver partitions(Face (oe Table 3SA)': L/W _4 36 32 .24 12 1.5 2 2.5 3 I I.S 2 2.5 3 1 with sped"of tio,1W (ft) '817 3" 7" 1197 526 POO haift 86 36 36 36 36 92 28 2D '16 54S 1052 1577 2. ber of B03tv Iseeywe3k) "to.I(P=40 F] - 7z . 3 ed ch Rd .i ... I .1 .- . . 20 4% 741 2n 'I - I FoLmdation Sill Plate Conntetion Sh slocift to itafter(Too GWA9 ir 36 86 39 36 36 36 36 36 32 24 1497 657 ISIS 1972 ev'r tood, speft e0th end: ,;"t 2 .12 23 is 2a 28 33 26 96 45 55 65 39 S4 83 98 6 34 _3N 617 926 s8z 256 S11 767 49?, OSS or -14 '32 220 240 232 265 197 L44 388 8d Com"M 16D 4W 1�7 353 W 259 s17 776 341 682 1022 7/16 12 IS IS 21 96 .114 12-WALLFRAMM 2 64--� 7S 62 pqrfout 79 16 Rang a 6 panel 9 �.129 a 36 36 36 2S 20 16 12 -S-16d 72'Tim Plamattowsecdons Roof,00fing, with spedes of ofte spoft wid 6 36 1 28 20 IS 12 511 1 1022 194 36 36 36 79A 388 776 1 1164 P111"b-bv 0 , . 36 36 39. 36 36 32 24 20 24 24o 4so no_ 330-L - -383- 575 12'ftW spaft 4 36 36 -1 270 99 199 298 146 291 437 192 -2 9D $0 4 toyap pim(ftowjWled) -115a 2 -.. .t.,-, J ` - 27 33 99 29 41 5 44 0= 409 818 1227 Top Plow 46 36 .192 sS4 576 232 30 Z7 44 621 931 39.2 424 636 310 -29 '34.2 -42 96 I 49, 36 S1..2 2 6WA9 24 2. 2 66 Ir6^8 6d 46d 9..-StudID .2 397 194 389 $82 256 .12 15. UO 20 360 in .265 466 698 307 1613 920 36 24 ".2 144 2M AM M s1g 477 233 9e 65 93 1 1 1 2 2 2. 2 34 45 49� 46 67 87 %s 70 101 131 14e go a 36 96 36 36 36 36 '36 86 36 32.. 521 7671 32 22 - 32 41 Se 43 61 121 S82 873 383 0 199 397 S96 291 12 22 29 37 45 -.4 it ism"ose or 104 com TMd;e*t as 36* 28 21) 12 24 2WI Sol s4o �� kywood wMi Naft a v panel pported by a Ioedb�a 72 87 102 63 86 109 132 . M F 36 36 36 24 I Had joint connectli the ridge b su fing walt,header, ridge beam designed t0 2 Flom is 24 SA 43 S2 61 47 65' 83 101 118 72 -90 -225 152.,or OtacIft A .k.e , w . . I :-i spec*s of pa" edge speft and 5 I 36 1 36 36 36 36 24 -20 16 22-.27 38 r"UttheappileciloodL RGORFRAIVIING 2 2 a 3 3 4- Ott bz i: 16 204�.123,- . 'i2t; I ". I. :--. I Jowtoal,,TOP 'hoMngGIOA9 12"fieldspadrt .36 edbyvetkttsvatsotpuransicabadbuftwaa�diibbulated beerjoint Roof,CON M 4. 1 36 36 36 26 M ig 36 32 24 phft or Girder(Too4alleQ .3 -42 '78 SO -104: ---lZ7 1 87' 293. a 36 36 36 36 36 36 36, 36 I as 3-"d 54 -66 H�i .- 2 .79 110 4 4'1 2 2 2 &2 Floors the reduction In span.73 -cam requiftmerftsw he permitted tobeireduced proWtio"Iy10 Z-Ad each ,:32! .46 41, wow I 1 2 1 2 2- 2 2 3 11. IS9 3 EquWUMIt cWtneCtRxu am reqWrod f6rcarkll 10IM6 c6linijok lap wrim. bbek.01chend 96 swong to Joist 00"tlw -35 50 6S 7e 68 97 126 92 taftheomringammmy.77' 7 tabi 36 98 54 70 207 4 105 236 ISe - - 112 159 42 53 64 andfttabula edheel;Nnt 10d, per 12 31 75 60 22 103 224 146 91 124 156 10 221 I27ffl 3 3 Flovel . .......each 7 Bloddnz1loSMorT*PPhft(T00�M1A)Liwpr"to Boom(Roce-nosetill wher,teamelowor rafterfts areloaftd Mgtwia the A*vv,Mno aftstorM Is wwmtA perjolo)cManLadgarlto .:. .. 3-ird -2 'ra pNvmdvft other species,mW*d*tabulated maAmurn rodspans byM 162 158 4 a .4 .202 TOP 4 cad 2 Roof,Cellinj 54 69 84 98 7:104-1 333 71-i��" _; .- . .. .. .CA . , ..:­., 3 5 .0 . . . , ,. 16 35 48 61 74 87 68 93 11 :168 '179 3 tabula 8 143 -141 217 255 tadvaluesforpliwood assun 102 7i 125 27 dge 14 75- -.'93 110 83 W sttuctutal panels&W ov"Pthe top member of"double top olmorvi bmm Plot*by 1%,w.W a*4fo- plate.4"001 Pi ROOF WEATHING 214. -2�t. .4.j. XIS :.148%r SM02 143 59 .24.sucpx A01urtmortt Fador,(see T 2.00 103 116 11W 2 Z5 3 6a0por" Dimerds" I 1-S 2 71 9i 148 209 Z70 Its a. I. I Its 113 Wood StrucIond Ponds -X6 12 WC &3FIam Od Ale&to) I "eWMAIR) lod 163 sIteathmg 32 SO Be S4 77 100 i 105 1194 1�9 726 293 2-10d 'w6upport ta"b"Of Bas R"utt,rd""M .33:e -'.fasWws9iA b@)V oportwith a mWm=**distanvoof)r.Each raw"have P11h at op-T T'2 1 1 2 Coe P.W...'Now. _ - I . . . - ... 1. 1, ,. -P I' .1. A a-wd P-sup . - " :;,� , ` ,11AS,or 2-1d LSO PM 2 1 1 14!9 3113 , '1/4 .'133 CE[= 26 2 .,;'2 .'2 2. SDC Svc Svc up 1.2t 1, Minimum SHEATKNO 2 2 2 2 .'3 a r7eidgell(rfl.ld 1.20 Gypsurnwallboor4 Sd 00 ......�k? Table 3.4A Rafter and/or 10*111111119 JOI[St to Top PWe Lateral and FouWatTo" Building irow 5,y I1.5 2 - 2S 3 I LS 2 2.S 3 btlow the mftaties maye&eed 3/4 inch When fafttF tIeS are Imted Obuft OAS-106 Of -13,4 ad plf'u4 Is ad dg ....6 WAIL illWTHING P 2 2.5 3 I Shear ConfiecWn Requlremenft JOW-UtaftideSection,oftht 3.U). 32 2 Found [on Sill Plate Conn Ill ftn 2 feet and may recitire additionsl 00"CitratIcA. 4 mmon$hear to the top plate-to-rooll ridge height,vo orwhen He greater 1 4 s e 4 4 or transfer auftft4d. ' 229 (ReWiptive Aftemative to Table 3A) 7. U-j�W-nt No reproduction 65 Pursuant to Wood Shvctosl Pefteb i,: 12 53 72 92 112 131 90 114 138 :163 9) 127 261 195 MitaWMWOODCOAM po"ek, 2 2 2 2 2 2 .2.2 16 60 83 106 129 152 74 ID2 231 160 329 104 144 85- 225 2GG 2 -2 3 2-3 2 RoofCell.4 ':115,66 93 120- 147 173 82 :21S 116 209. ,�256'-..303.t "di(OX WSK31rhad) 340ccmd Jamust ph).80 . 114 248 192 -225- -12SS 40 -Ho. Z06 99 141 193'32' 3 .4 -6- Fligure.3,.Sa Coiiie;r Stud iddowil Sd 283 wan Number of ed Common Nalls or 10d Boic Mills(Toenall4d)32 97 125 162 19V - 108 IS4 201 tinng Jola Detail*" 3 S;tUds I .. .. 73 204 134 . 164 194 9 128' 166 2M '241 228 '281 120 im 140 2SAr %6 - - "D 'if.! . .. is.Sao.Y�oft, m-yr.Wtnd SP*W I Floor 4,1 110 .�w 7F k , 5 6 9 U 22t 8d as 94 13S %76 i945 1%7 167 2 1,110(ght W'�h(sea Table 3.111 18 241s 16S 236 307 339�Bd- v . ..' - - ..-:-" .- .�- -, .. 'Blocking. . . .. �. :- , , - 2 3 a 4 4 Spedril 2. a z.(See Mo.nufoctum) 243 182 2.20 25i ."uIred in EaA Itiftervidlor Calling jobt toTap m coanedlon%4 S - 6 6 . 12 1 208 10S 149 202 256, 310 M'd 85 116 147 117 3 4 5 3 4 26 96 332 168 204 240 118 163 208 253 298 167 230 2Sr3 357 420 8 .2- 2 a 3 a 3,49 BOOM She A . 20 106.. 148 . 190 222 273 337 :183 235 281 -:338 211; 3-369; 10 -2 2 2 3 259 306 2.45 204 452..'..534.:28 83 '233 401 56S. 2 -2 2 3 205.24 .2 PerX51 or I"Xlr rx1rorwid _W4 4,114 18675i9 i3l 3 I & 3 :e ................ 28 $24 4 289 -$54..159 iop 9 22 13 128 22 ...,224 10 2 '2 2 3 3 at 24"-d.6.243 3M 445 S473 - .. : .. , . ot)32 L49 197 2SS 31V 172 24W iii''''i8i"O' - * '. 3 --I 3 3 4 85 262 VftodStr*=roIPMb S 186 294 34S �7 484 s 3 4 5 S 24 12 122 266 209 253 296 151 20S 259 313 867 223 289 36S 441. 517 10 5 ".-S 6 S SOO 597 170 233 297 30 424 ir edge/ir'llidd AMVKAN%=CCV=t 373 f�-'i 2-W .versumon 240 U9 418 16 137 188 240 291 342 1 PrescAptive limits am based on aswmpttom In Table 3A.252 '211 270. .:329. 388 Roof,cefllns . . . . :-- . ... :289 .262 335 i 403 A82 .266 369... 472 �:�:57S .;%678:290 373* .5 3 68 '234 $01 or 357 -434 208 455- 38. 29 4M: 525 -642- .758 2 When cellinglalsts am Installed paraftil to raftem,the sum of the toormits In the rafter and cdft4lolst shali equal ey;0aed Nailing rgqttiremenu are based c ...... 24.a Wall sheaWng nalled 2S7 332 7 7i329 4'il Is Inches or-cent rW edge.Altenat!". the tabuhaed number of nalls required.be used where"I sheathing naillng I,reduced.For examoo,if waft sheathhiji;Is ralled 3 inches oweem4atthepaw edse to 459 22 503 319 449...'?.579 .:709' d splittiriL no more ftn 2 to6nalls shall be Irgirtalied in each sW e d a rafter or celiftJoist when famned to a 2x4' '1401dilown--N 4 n 6 5 346 489 633 77e 9 TO avoi 32 198 280 362 44,e 449,own ll*trshmr capadoes,nigh grequhqrwftbrsmKvjWrmmbefssbaRbadoubleitirMttmate*wnnedmshaU 36 214 used - 303 39S 43e 26S 376 487 Me 373 520 6BG . 7;ctg top plaft or 3 tomalls;In each side Whein hstenod to a US top P4ft. - 2-16d Common.to mairftin the load Wh. oermltmd See footnotes 1-5.2iover6mnectedmembeiithatabukWmmberofnalbA$Hbe Balls at 2.0"0.0"4 Where top plate-to-ridge he4fttii vi=vd 10,they shall be adjuited as foil ownloadedlpdnted pursuant to License Agreement.No reproductionortronaWauviolize-d 0�4 CopyrightaAmerican Vvood Coundl.D -won"019111t v 1W 00LINCIL AMMICAN WOOD COLKIL AMERICAN WOOD Omors u Top Plaft to Rtdg6 oonnooted to,e -AcQuistment Fedor IV LOO LO 0::....,.i,.compLIANCEW/2Og2'CODE-i transfer"she'rZ 001 L; OW MANUAL 17. UIRG-1 WOOD fRAME F.-N. Z0118 EDITION USING 1.40 METH. OD.;' 7,SOLT.PER' TABLE- 3.2A & '12B SCRIPTIVE.DES�GN PRE -DIAMETER 20 CENTE.7' U EACH' 01 -:61L PLATE TO FIRST FLOOR WAL .4w.:SE I -Y4 X 20'GAGE STRAPS . TE OVE L INTO-FOUNDAMON 31- XF x B.P. PLA R SPACING rN.y,S,- RESIDENTIAL C00�R USE RATIO LESS THANA.1 STRUCTURAL, SH V.TE..olst S Ists centileve ortleal 2 W.I[Studs TSN'n,W IR-SCHtO LE­Rq0k,2 SS OK'ZOZONEWYORK-S N CENTER. Roo PrrCH'TATE RESIDENTIAL:-GODE. -.S.CAIL- �k$ NOT i So I -FLOO - R-RJDGE T EACH RAFTER OR 2X4 COUM*nE K OVE sT RWAL�STUDS-10e" FLOO. VALL VrWS, WMLSTUDS AND T01?. CRAPTER 600.HO STUD 0 ROOF RAFTERt AND TO BE'FULL HGT-SECURE TOT r= 5D."PLATE T OPP UPPER THIRD OF ATM AT 1.6.!'.0'ASP HALT SHINGLES'POLLOW NAILING F I< MAX42WOLA MIN4 FA8TENERS PER F,� _7''ST'SHINGLE, BLDG. FELT, INSTALL PER M05.2.7 . 3 tco - - -, - .-.. .:111-11 " -1 :­11- .-�., :. .,. , .. . . . .. '.. I I . i: I � U !4 ,. - ,=DATE" V? -7�0.7-e)_,.D SUI�Ek' '(ICE- SHIELD. REQUIRED'FOR 1 W ABOVE"START'OF INTERIORA 7 0 BLDG U DE-LABLE k301 2 0 T,E, .R AN INR *n -;OF MIN'.40 OF ' ....... ... I . . - , I . . - • r # } .. V1lii' L�-SC)RtJB 1T (/•��k� �+�^'j{+ • ' f�}�� #,;`��, �.r '�a�.� s.7 �. ha �-- _._ _ - r" T� /1't �s�FASTENING�1 lJ y �i ■. iBm$tract parol!Qf#iwA916 s�aRtxbl ori '4 . . ' FOR. 1l OOD STRUCTURAL PJJ{� if (� r - •••�„_ . , - .. For Max. 33'-0M MEAN RI�IaF HGT. i i trpdatadArrsea3tTlwrnnalAktasrtler • A.P.A. $PAN N CU S . J .. m2.N11oz.41.t(RMCIA)Iftem.00ft i t talo lwit d In 1 shall be Ing In accordance wth fie ma+wfacdurar'a it*U dions WW f RATED X8124 GRADE '�5!'3� � � ' � • . ���ft ae� ��� �' S7RUCTU RAL t 01t0a ktdicssad In���,yet; to to artathod of cone taaim,uftro rhe by the i �► fes.m,awavW fid sr►a1 su , . SHEATHING -OVERLAP OPENING ; _ ' Cf�M�Cl n �*ally- nbg G MIN.4%To Al.i..t3W cocnp«terlts a;ta tre�tr aorr,t►ri�ts�e. ' PGR EASTCNER C{}NNECTtt3N AND 2X4 i' OFS�l�NT .C-iZtGtl� tt�sw� a SU 3STRATE 1A1�-1F�E•RE( 'D. Al L METAL PAR `S i '_��t1J4*.Ar Af4W�! ase Hex .4.i.i(�oz e.�.;� , a .ti�� t1 JNS dtrNl t LS1 ekes+€ ANtD IPeS�RJtTat)aa aesrwatacx�* ` TO BE ' ttttts�t e8&a• �Istnxrl4aro+statsnrataalrrasut ALV. QFt STAINLESS STEEL. ALL f ,. . 1, `_ �» FA !ELS, SUBS'I'RUCT�IRES, J-1�YJJ FASTENERS OFSEatN�T _ A�f,Wjor�sh a beIMULadlothebuDdingf , , . D G � THE 1-IOUSE. 0 K CC�iIlNtlaJS MP t+RAt. _ _ t natnts I e s>�oon .o tl ►«,�alr ° '� c: �n�nr,oct� sasbsesuns 1 �' '!� I �FIatAT _ _ barrSef. mstattai. • ! smake de)sloes In the�"be seated. . ` tt s - ills A kgWa In arty dropped te�ei{:ar soffit shat tic - Z t � # *0 the Irmulation and an in the r i yC ,t$ .v rem 1 . ^i . ._7���� ; � , r al 1.�,� I. A �- � eta s���.Q�n�c� I »� � "We"nelt� 39 "'1 • jet�'l`1�OtNG..Fo _, �_._.. t 6ts ap + s. P dawn orJonec,sran dads co . -_», w - I. 11! r , ;iIt '-� .. ��,4 t ,S %Iikd f R' ur►Gond+t 4Sisc spaces sr,aN be seatee • II 7 J `j� �, ,r - I CCS Cav;tias wiChln aornen era Aeadens of fr ees Ott L TW nalen of the faundb4bn ane sill plate be sealed."�be insulated M ewnoktety fi the carr y wra, . - ww.• t ,, t' • ' J VYiND�1"t t�dll'AS OF$EAE W F : ,�, rhe}anetfort at ft top pIste and the toy of extetecr Mans a matefw haves a tfterrnal tesistarece of not itis ti,an It-3 peer kid,. , . ` 2;)t j 0 a to, ' ` �� ��� I ARMW dela be seated. Exterior thvmm I en nape insulation for framed iOs • s ti _ -I \--CmlmmNmk ><net> i she!l be seated, at,atl be stn#tkd&i wbsr+a rolled contact deed rn cantinuois • �- - jL. 1 ntA .�:,&Izk401 • • ., - i r � sFWAT between alignmentanththe r r r. - I•r i zb,`� ' III . ; CMNM SII I� TER wwewl.,�and 6004's The fmn t�sad and d*jsrrdrs d _ • 141, 1 - %` ' E�N�F4A( AT PERS i wkrd4ws and attaN be sealed. I . . i ••_•1 » 1 , , l . I . • i l m10 is Ithn Jofds tncttcde the r bard flb"Joists shad be fr,stif�aed, - i } } ! F TEIZ i Floor frarnNog pular in,.utation shall be k-au kd to ` tent contact with the underseas of 1 i � rr,aintain I ;.• �ltT .L . `� ,ire-� +.yy/'�' LJ L ! St r�t� (y[�(� �IOOrSand�OCMSabeye TIM St1�llbeiftst d9tit�Y!>�031dld�l4f IA3UI3ttOnSllBtlbitincOttf wkhowtopsidtof � �.. .h V�' ' � " +• t--..,...r i i mmmBEAD �uattttor inswedonthe '} ` ., Q ftS ?G • , ,�1.. '' . ' CE OE&Aown" urx>md.of fkwf frarmenq:and rite front the . s�'� i'Z:: `. ' _ • • . mff"m m i0{'V t (I'i�S a oar,�tl,e torr os a�r+erir„ete tramina . Mbar .1 I ' .._.- -_� �� _ -U tj�U • ,jm� !� y p `;y i11 OF R SER , f ,comspace wags [Vo sed a rth In um*nted�stall be collared Rule lot,wt*m provided Instead of Boor ' J?y'!�i"�~�---I r'r�1a 31t:..� ....._. 't C`1 "�j' ._... f t ; -t3 j. Is 11 wltt►.staid l wpor retarder wRb avertac�^Ine ions taped tnsvlatiwtJ shall bid penaxttiy sena,ed to flea ; x��::t;%1ItlY�o:G:l: �>{I'IU�C%�i� ��'� "� ; MUI.-j 1 f.."� ;I id-�:i5tp .,�1v .-5. ' EJ8 FOVAT � e��art �ttolwariaflueshOtsopar�r�toi _ ' spade shall be scaled. .,,.._.._......._ %,2E.V(f GI • fC7t�o V�1?FC ; �EE�T� fwrrreaeAGesslamrow lbe dar thst�oo� i �.�1Z. • i �Tn:M i IrMaffatlat vesdliy o mforms to the avadibk Cwhy • ::�' - Wlhtti$QRIVGEBIiPTABLE RO] .�GiTQFA5T1:NiP1Gi~ ' IT s + Aksoak*sfa8beprovided benv�et�nthciaeand }j - �.. .-.a�� . 6Cd1 L .ILE FOR Wd017 87RUC p UgwBP A -G vaelm Y C Q OF &VE { Itteemd rlpM f d res lnzta�d in the busdingtharnsal Recemed kM fbcturm i bled in the bd Idh*thermal ' !_,,,,• OF SEWW - ' --i[�-+t� - . y»: Fv i ����� shaft be seskd to the firdsl sake, envalape shag be akright and IC Milord ? `• -�.• -- t �::. PItSTEcNER 7YpE g R ntia p e F+axn T� '��� �J � to cxtaderwalts.0ett � � .l►jf .3�._" � Tom- -.._w - , 11 fe►al Se"" SBt+a . . ' , - - - `t wir _. arou vri<kisaed Mbi0 « be thwart �:�::_ _ •1 .. No.8 rrood t~c �v bused t ;, : ./ .... •FLU WOTH OF I�EJOSi� �� � � • . . • • .• • .• ttt>ctaarwith 2-inch GmbeQtrutrt IG 1t} g ' \� \� - FOMTI N A$ kbstaW belu q 814 w sto a, a sacs,Ova extend behind and '+ �/�/ the�Irstaared at sxterlorwom ad*eato •Al. length �� AE 84RR R sttr,wer/tdb on g wd showers sad t�at 0 separate the wall from foe shovmr arM�adjacent to showers and tubs sl>aU be . ,'' '` a,i serawbetsod / �> � ' ttib. htaulated. - y..,......�:....:.:, '.i�-�-�• _ ��,��// f�'� { ,+_ dllChorw3Eh24nchemb t 16 !� g ` // // p E1eCttkit�phonebooran 'a shabbslnstalladb deFeccriealand • . .. `�..J_•j� f l- 1,T,.IF.t,L' ! • �` $t}�111A], based wx�m . � ,\�� N/ \�\ � � �t6QMR6. A�F�}y,�r 6FlICd I�trE4 St1bR �` Y , • : ` ; .. r with embc� th 16 I6 • , ' • t P /`tif�/F a e � Q bertrayauee. r . s.. 16 tiYAC supply and return register boats filet penetrate • 5�,r -" E ' {{ $ � a. a e / t HVAC r bouss shoat!be sealed to the st*Aw, - Far ST:i is�i,+�2sa r>sal,1 foal 3cta 3 ttteo,ll> rx d N. { �f ° ��i//f~/�� wall sore�g or cettr08 t¢d btir ti»bast. _ . _ _--• _ , x mite perbo"w aA4r ren, !` . '` f \! I Whom ra L*W to be seair,d sc**kvs . �..____fir ',.:• - a-�s moble is on 180 atph uitltDw WW Speeds,F.m sad a 33- . ��/` //�� _ . . . . . cnN be st,esed In a manner thatoo Is remmmvidodt-,te c,vkd fere stt� ► _ , . .r.�'Gik't` -__ !not Pghr. . /, . .f ` ,� / -- . b,Faskaars SWI be irtst&W at opPQft mda*(ft woos MMC(Ma1 eL . ; \/\ /\ /•\ 3)rtes bu0dtrra ear ba > tell verllE a�tavtng;aft ak'toattaae rata trot ta:a�Wfft a w"oar cbmr$M pier trout,Taexltaag sltaM be 1. 4 ccatd uCtad ha aeeorttani�wlt?a 1 ICC 301,,AS71tt!E`!7!1 ar A8rtta E1327'sued } . tt •Fat tenors&belt lou loc m>&ie ss thea 1 dndtikam-the cage of the plb s f i � STAGGER NEft �rfprrrted+�xrt)r t�attar cr�tlaer of a0 ^aP�d at*pmmsum of"Mo w.a.(go Pass.,TeaNrag SW be . w s.Aact<i,rs shal3 pet,eoretc throngli'User opal! t UY 2 ROWS P�date H . • amb¢dmcrst length or not less Hula 2 iaebea into floe ,tg . ti. � u+ m. ' Fasmgmrs st4 be trot lets Om 2tlx JAdes fscen tht Mgt of . ' i `'`a or comew. ' I 0 01 ) 0 �LON.FOR 2 X a• •DISzANCE Stint Window Ale Leakage . 4BIw Pcft�,41TTFb ? y?` d.Panels shoaled to ' t a �`a 8.8•KW,FOR 2 X 10 BE REDUCCO T4 4N IF 1 Ata SC4tl a"8' st t Ea8J4J3(t�.3) AIT L oatlrcpe ..;y r•.," vlbrnllaa ses3staat and heel libel!lot atttrcXur}of t w 4 `AiR i.F 2 I •` I.r. -; ,:r j`°• - lass ti3ar►] xe its altlr c aathdrawat capnsdly i 7.iS t7f2 X 72 ARE u o 0R BOLT ��; s�itctrtats . \ ''''' :'}.,' .- ,""..' T�UIiCt;D TO THAT OF lAG dorsi not g3 0.6 sq�uxly iorl2 t2B t tafirnsy este o thea 0,3 don per Square fuss(t-d Materia),and to W**4 a� `� •,•. ,�':�.:;: ';;: , "' .- _ ... " � , � . I :��rt[�,,.�� y���'rT,Ar�t.�a}.-i�2 X 81E0E3�R3 TO 2 X$ � ae��..��rw��,i.putap y�d Voted awns y. wlt't NIF�}tom or t01A S,?1,444o Dy OV R,tllt69�% �� • �' 1.� ,; .jr,` -•:.• "1• "_-.•_....• _. _ �.'J....4..6~-,i.Z,•• . 1 ' , 1 nT. BAND JOISTS. �ii/e ttS�tRNfa.�'vt�t: Ott .+'' .: ,:: TAKE RS07.2 I -• .. LEDGM7v_ LAQ OR BMT 3M'IM t S' E.xoWW:Sfbt►•Wft to%dOws.L j Md doom ' , ! r ..•. ~ ,;; ,.!I;,. ''•;,:', ':3-•.`'.� >t:. • titbEgC I.EQGL'#t CONT�C77OAl Tb EaND JblSi's r - I �� .-...., f- �` `' `'':i..;:: -• t0add u 40 pBf,deck doted[tiff>Q r0 pgf,snow toed ss 40 pv i • f Si•t inch a 25.4 mm. 4.Kt 1`014.6( n�2Af)PA,," d LWvLng •;.. ' •.. .11 I '+• •..,, �'` ', '� J.••..: afGfAtLB S Alf ;' emssd tnetaJeed in flat► Hshag be • Pard sealet!o ihrdt ak betwesaf red culot7oaa,h�ned I + ;,• y� _ ..�• .� ,� j"y FON alta te�i 4 t ec 8' t"t41t5 ia'1"to iY' �' PLA��ENT OFgtGUFM R567.2,1(I) A3z1K E2E3 eta theft be JC•tet.ed aid as bet+htp an art Ada!rage a tLe of not!it r n 2 C thn(rh @#r1 j,when tsotsd its accordance witfi BImFLv alt ` / .rte ' ' � `�4;' .?: 1 an raazeta i2'1 to!4' !s to ib 18 to 1 LAO S EVSI&ANC BOLTS IN LEE3tt trttedorvM11 or cs"c a�pf f liT W('r!t Pa)•ROC""d bMhMfws SNM tfe$OWod wM t aacskst or Csutkctd bie4wean ,aced the '/' alto �f �..,_ i�.1 l;' \r ' ' �Y��1V w ,� "�!► �� 'JY;:r�,r�'=;� Y,- !r•'.,,�. ,.i' �•lr�h�.'i7AC2CC I7�'SCr'6W Wlflt is�h Mead....of fatetar1 , . i ' ..�_. f - ;,: K" ";. maxinwm slacalhf»gr.a '� 3tl Z3 . .-,, .,J.t ;;, !,-leach cjerball ( ; t 03,1.1(R4t�.1.i)PrOgran,r,:a l,rnarroaostat ri �,- diAltl with Iriatch ma7tivatarre 4 eft W aortttolItng oho prtrrr&r taaa,tbtg or ,,•• � ,1.r,h '-7%-a-.•-...- ' atlCatfdtiga 36 36 , a<lallyssT7tadutee t0 ataNttaln COD" Of 0i dtirtiHr!n ink shall be oWble of contt+tslttnp ars toatlnp and mo tom on 'i `"'�+: ,., ,". 24 gi �� r= rro flat t►aleab 8 t differ efts fhtteea of the dory.r Ales 1l�shag tt+ctiada tf ro Cs b I*o ees back or . - ::,;=i . ;` :.t _.%,'': I'ttt: eta loth w )-inch latia"01 36 0 SHEATH#VC3 "W"'llaa sy�m lo' ,gH tum Of W lev.,a lateen WF(13'C)to not neaten thee►ffi �M{ � � . I +r r. t 4• '•. thine ti 1"�`�t' mall tee MWWn rws}; tinchY2s,4te,m.1 root.r3D4 rt:ra,i 36 20 38 6 . NOTE• ,fats assn7l<'F(28'C x Odadgg�thtastTIMF(21•Cy,rM,00aditx4 ae#gta(tttet! "� e- L meas shall>w tail s PDOW P+x's4 COO-0.0474 kpa_ THIS DETAIL IS AFPUCABLE I � � • ISTS ARE ; 11._.. ,. h.Snow food d,d}atOt mod ra act e g ftft R�13.d to pr$vcnt wafer from cprlGletlr the bund jest. 11 PAF�t.I 1.TO CJ>WHERE FLOOR Gi{.1C11ST5 Ft ASNING FOR e.VM N1103.3.'3(R6=2)$exttV fMvWAvA ' �;t�(.��k r '. c'[1ta lip a?f tUo tag aceta rhea!tVt oa t+�ith ll�e load, WATER 7iC $g t$ ,aro atarbler6 fsnS1 INerrttiht0e thtZii • !i 1(1f 3V(?. d flit idol!be wawa ts►tietaral pelts!or s Side face vttt>r tmtd) i Ezceptlons: he sept! .traittta dela leans sAaB CotttplytMt#t M1riO1.4.1, . Attic c.s irrg shall be twnbrr E?ECKft�C3 pelted wilt edafdonsl `` ,� ;r 1 peradtred to be wood gypsn L,oarrd. 4• room utas Ioint seals. tJ� :'t31';ttitl�flil `,.,....•V , ventiialtion P cdlo�bsfianeforupto'l�cf'lim"shc pg&} fog''�oathtns•UP�'1,•fattt�nc> � w„i�s. 2. For¢ Ita,rG,g t���,���trten2 afw8tor�nut( Pa addRJonal •. ,•- ,s, (3 it >i with weasf structufa l pane!tr hr a:3+a:h „ At�PROVI=p JOtS T i tA4V t3 ft5 �wrelded Jest ander aeta.'ta,and roCkktg't Ct f ot�C and seams at trOti�than )' dowee system t not be raqultmd for . , • ,'is 8�td - �,4: • ' �_.: 1 tt,e snap toeic bin to+9c typed. 1. 11 2"NUN. T.N1iO3.3 2i(R4ti3 3 21)8et�d AN ifenctler Of not g tlrert 2 'k �, ;, ,rr`, 7u LEDWR WITH ERB .. . •4 Y;"` •e� ' + � -'` ,��,t'�' - � iN ACCORDANCE WrM TABLE 8507.2 AAa`HW I03shafl flares a ti dt�iona#ton s«a aft ant 6WO ,,,rade WI`*n tested in aoaori}artce tart >> nt;of#a IWIs; jJ i F 1 > ';" } i- ;s•r:' _�.•'� i FLOOR JOISTS HOU7-DOv�1Pt DEVICE Mid 750 L6.CAP�hCItY It.Hitos.s.3 3.a '> ttt'ta . - • . • " AT4 LOCATIOW EWNLY DISTRISWED data) rnesffi'rode; �y`.' •. .' yY,.. {R403• Duct Tc _^:• •'+� k•JJw�;*•�:". (Um da") taiiam be pfexttsre lasted to drtttkte air leakage by one d>f,e tom �• f r w1;.. TABLE R LEDGER.HOLE? atstsc�+aRtt x PLAC!` •D ALONG DECKALS?ONE WrTHIN 24'Or EACH '(, lest Totsf a�be mea a'Is' "tP A MENr' RAG SCREWS AND Bt!l tS tM t1ErC,iC 1 RrbG s EVD OF THE 4)0yM DEVLCES m dltarential of 0.i ktah w.g.(25 tea) male loafed 1d¢ t AIrt27 0ANDJOISTS Atets>s4Ar,plat p� � SHALL ENGAGE DECK JOW PER hartdsetr Roes short be or ern• Ing tt>d ms's air . - .ti' rtsmsat urs Arr'CCs3 ANp ffiPAG FULLY endure If h�slated at tt t+me of the treat. t�Od cRhe+tvlse waled dwing me fast" s>ktNxtaiswtatAQor 7 '>£ Buz rt>tt L'DrsB >x"rtarrEN Ram x HOLD-DOWN MANUFACTURER, 2. F'o�cartstrlactYart tom:Total tealc�ahaq be me wed vf�3r a Fre re d��d 0.1 ktrtt w.g (�Pa)across ata anise slYrlam. 9 the x sof l • • T r "� �• LCdJ r 2 inebee . ENOS fyaw aP l aterttOdureez ale hmrtct�ar tilt of otter a seams cttg tt,e text ' �• i j Sand lout° jla ia�h 2, 2 inches'' I la Jachtaa # ! A FLA.t.Y THREADED°li"Dl�tN1 �� es>I�txe. inters shell be 2# :l SCREW PRE QRI f.L.ED Wl Milli.DIAMETER I;OTR e.T101�? '). A aIr teak�e t+xst ahatr not be recta ci wee fere ark air tars t,r0 enttcaly w' ,iha I n - For St: i ipclt=25.4 mm A dIr Imaaca�e bent etao3 float be for 's ,, >>f ' a. '41 se ws Or helot sloe!"� a}Lacs` 5 M CENTER OF TCN PLATE,STUDS,OR HEADER,- _ •e:oahrrt}$" t heat a ehea+gy�+►I�+t}erat�ofs that era not to lsted wt h! senring tt�tltktq a a. . y d.N sill -11 S b,tr FOuira $Inch , reel trona ass IOP lo tLa iof<am aIoog flea bgrl�aat�rte albs deck ` l SL i ttlCh m 35A mss . ''' i '■ r�ren$traeertadsfat .thentaaaraetvrrr'iia+aeopssfilulaea�4htlg.tsgA�7�11 ..i(1). t ' FIGURE AW7.2,1(2) 0.Im11(ta.a.e;{R.4CUS)Buttdia g Comes(Na ry) , , d Tbo rdentrnura drWanee tem bottom row of Is3�t� OP e4 of the kdgrr strati br } j t PLACEMENT OF LAO SCR�VS &Mfng frsfftlt�t�vltlas"not be used Asa ori, ' PLOI tJAtE > 40 the •'a •c wieb PUO2.101. I t . AND eQl.TB IN BAtitEl Jt)RS'f9 • . t \ _ _ so l>t17�rt1 4413.3.8 Dufxs -., i ,- .. - X..., It lt+iltere aarpply orb �l are P ►it7f rx oomplebety burlttd arpD lt>suhort,Elicit 'L- .••- coartply tth al d the f0aaertrtq ...... �,-.,.,� '-_---- ;�J)_► -• -" t' -� ''.. :l fl.. "f hJ.' . .. -.l.. i G 1- The atpttt and Itrltan m star!have an kmAaibon R•vem not sass tftsll R4, tr owwr:aruoretm _ I . _ �.!...,,-,...,......__.....--....... . : 2. Atop Ria r i" "each dM the 6 m of tt*aeilang Insut_eltat Ratak top 0f tyle seta 8 W it m the - ._ _ tea . � 1 5� ." ''. ._... . ....... ttte !flats be n�Iasi year,R.1�. �l>al,d above asst ooQam of rr Y(AIICIlESsAtl�tlotMW/t11tlaa i t'•• - ,.:' :T y .....••,•._•,•••- - - - - exdudllig r*R_vo,te Offt ka'.0 ,. ...,l' 1 rr� , 1.... 1 V ..._ .J•�..,e�11t�Jr; {�.7y - ,5...�+__ J,11 �..�� �'"i ` I - _ _ .".:. '�+ ' 't%!'_., W .. ..: ' `�' i ...._j�/t3 '.P�trf) /J "!t1 F)4"if" -� ft:jZC�j�j _. Ntt03.3d.1(R4m3.38.f)t?tffa>+flusl3ifallltofps®plp�BacdOuehs i. MtscTw�+frmaratRrTaaloiancro,t>aaurarrn� y r ^ LJ�-•�t„✓ ,,,.,,�)) r , �i �S L.r1 L'0 'L�}�,ab ' "_ Wt,ete ung s stctaAated energar poem ratglysas. of mea pw} s ,I. - ` t.•• l v~- .^:e ., •F 1�.. j `� a,r- 11-5.. R u inCtiss 1 arm irtstaried kt apoofda n ae Wath Section N4 t 08 3 6.located D nesifd ealarl ti l-ut: �T7 G-' 5 Jar b.OSutr { 40 meet)of tie c eft suxfaxxw wlm blow"4n ka*tion travkig an Revalue of REQ greater orb located such that dao l �or wiehtrt sA Q Naaaer+ts s'. : IRI-0 _ ! ftn 15 ( )below the" ktatesti0M slaw be Ot sidemd ala an eftectiva lop sib not teas a.naa,.mtswewru 8r8ncb glao ttake•ot18 alta jasfds 1 Q .. InCI106 tag eves the is ,. I 1. 3VA'h'{f OT1 _t2 3 b , of ft►e having 4 !haub&M R-Yt#ue of R-s. 13 set»l+antenaor,�rsalee►errral +++�tsr 1 _. ..<..___ _.,... _. _ - . ._ . . ooaaun,cridellrwetatwm •r: .`•1'-' .' `T tt.la11tl3rt(Pr�ao3 stacltaniosl Sy n,Ftptaag instdvOm(eWW"W ms'' �TtmistiraeCIpmvtetutalnntxsanan"W* umn :'' __ p���G rdcwft Water thtgtt0� F(4 '� teas bpp i•� (dt�ti..d -111 m milt .J.`•: -t_:'1,..--.;;r;. :,�.,.: .� __ __,. ,_, _ .. � !SS'F(1 atsalp be to on R-vahm of riot seas . s;.' . r.. 1 or man it-3 rA-� •nr.c „err ..- , , _-: :. ';,:'`�.}:' A t AMt t�' i9 ti the tf Now Yak�y,�,,,� Rotes R } ,,,�,, y� `�,/ .y�,,,naw Bart ` 121. ❑ MOoe _ �•. i••r. .,•'.'-'..-.-i-'-'..'.`.,' ' �'. r,;., swv�r apes t ,t+t>ra+M�++ ilgs eft , 1tRT _ , Hr Fnpnaar.9 * + +ll"rel _ �.: :' ::;--'.;; :t:.: 2. 1265�r(1)tt to lfD m W de Used to POW Mda�o�kat�tt�It in>1ts ,��I good t>x' t � 1+�I e���� 1 � �aa.+�s�1� 0 7krebKo-a,aafale tm :T�joh�6{(�e3t• S bad-04:,.• •'•,: ,' . �> trl���►ta�F ,►cr . -iteeiic Ws)ln 6rtlr s*id BO J ort' - ,; =4 r tt ba MIXttUcUM is do bra.tlsect in a re attitl� ��air a Za be�Ced do tl`� of a t t- i � ' !rte Lt7CAtipt�l � W N1 1 i � (all,fLo�r t�►r� FLOW BAIT WMUm EMOACY "s c. : (CFAs Ti} riHt rataowetcaaaroot+tsl t+ t Arotaoaxtc tafo[)r •pt�ritxtt• :: ,: i (CFM) �PifA r= '. ° '' tem�tit has ti"m �ddsd b tttt$9i 1 mRV or rRV 13 tiaoorrr,rr%kw6o atred�mowseuns" rr:'' ::4 ';.j-.' :r� �+ �t1�ttQ r W���d.cr j MY 1.2 c mAvatf Any . '' ,; ; th rAN*�T}. . I J. r- R t►oada MY 7.8 clte,ly ax :.4....; '.'- ,... -? 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