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HomeMy WebLinkAbout50181-Z '�°F SOoTyo�o Town of Southold * * P.O. Box 1179 e 53095 Main Rd , Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47298 Date: 08/18/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 38015 Route 25 Orient, NY 11957 Sec/Block/Lot: 15.-2-15.8 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/15/2023 Pursuant to which Building Permit No. 50181 and dated: 01/04/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with a partially finished basement with bathroom (no bedrooms), covered front porch, screened porch, first and second floor covered decks, second floor balcony, trellises, and an attached garage as applied for. The certificate is issued to: Luckyfront LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1129 5/28/2026 ELECTRICAL CERTIFICATE: 26-282 4/8/2026 PLUMBERS CERTIFICATION: Hardy Plumbing 4/3W2O26 Aut ed 'gnature ��oFso�Ty° TOWN OF SOUTHOLD BUILDING DEPARTMENT F • At SOUTHOLD, NY *ca0wm BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50181 Date: 01/04/2024 Permission is hereby granted to: Renewal Date: 12/15/2025 Luckyfront LLC 333 Central Park W Apt 106 New York, NY 10025 To: Demolish an existing single-family dwelling and construct a new single-family dwelling to include HVAC system as applied for per DEC non-jurisdiction,SPDES,and SCHD approvals. Additional certification will be required. Premises Located at: 38015 Route 25, Orient, NY 11957 SCTM# 15.-2-15.8 Pursuant to application dated 11/15/2023 and approved by the Building Inspector. To expire on 12/15/2027. Contractors: Fees: Renewal Fee $4,210.75 Total S4210.75 uilding Inspector ✓.guFFQ l�� TOWN OF SOUTHOLD �o K�oy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • �g 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#: 50181 Date: 1/4/2024 Permission is hereby granted to: Luckyfront LLC 333 Central Park W Apt 106 New York, NY 10025 To: Demolish an existing single-family dwelling and construct a new single-family dwelling to include HVAC system as applied for per DEC non jurisdiction, SPDES, and SCHD approvals. Additional certification will be required. At premises located at: 38016 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-2-15.8 Pursuant to application dated 11/15/2023 and approved by the Building Inspector. To expire on 7/5/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $6,061.50 DEMOLITION $2,160.00 CO-NEW DWELLING $100.00 Total: $8,321.50 J�a Building Inspector East End Inspection Agency, LLC P.O. Box 35 6�5� EEI East Quogue, New York, 11942 -== D (631)594-2272 Fax(631)594-2598 East End Inspection Agency office@eastendinspectionagency.com CERTIFICATE OF ELECTRICAL COMPLIANCE This Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant and not after the final inspection date listed. Owner: Luckyfront LLC Date: April 8, 2026 Address: 38015 Rte 25 Certificate No: 26-282 Orient, NY Location of Property Inspected 38015 Rt 25 Orient, New York STCM Dist: 1000 Section: 15 Block: 2 Lot: 15.8 Permit Number: — [X] New [X] Residential - - [X] Basement [X] 1 st Floor [X]2nd Floor [X]Garage [X]Service Fixture Outlets-138 Ranges-1 50amp wall oven 1-100kw Generator Incandescent Fixtures-4 Dryer-2-30 Amp Hot Water Heat-1-50 gallon superstore Outlets-109 Electric Heat-2-20 Amp 1-ATS GFCI Receptacles-25 CO Det-By others Meters-1 Dishwashers-1 20 Amp 9-Geothermal 1-8-800 MDP Washer-2-20 Amp Service Disconnect-4-CB 1-36-200 Smoke Det-By others 1-31-200 Electric Service-800 Amp 1-2-30 septic Fr y Service Cond Size-4-sets 2/0 copper Other Fixtures-122 led lei u E I 1-44-200 Dimmers-32 _ MAY 6 2026 p 1-29-200 ACFI Breakers-35 combo Switches-69 1 -Septic System GFCI Breakers-2 1-60 A Pizza Oven 8-Floor Outlets Cook Tops-1 gas Gas Heat-7-Frac Special Rec.-32-20 Amp Date of Roughing Inspection: 7/31/2025 Date of Final Inspection: 4/6/2026 The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Installer: Esco Electric LLC License Number: 43646ME 15 Wakefield Rd. Hampton Bays, NY 11946 Electric s e tor: Edwar is ' Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O. Box 1179 CO2 Southold, NY 11971-0959 '1749V Sao 7-� BUILDING DEPARTMENT TOWN OF SOUTHOLD SAY - 6 2026 CERTIFICATION Date: (0 Building Permit No.. U f Si I L51149/nf k 9 Owner: L L(L (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 30 eR C Q4 day of 20 Xv STATE S," OF NEW YORK�?CN NOTARY 2 7 Qualified in 1 04 Notary Public, J IL County l'oli, Suffolk County 0ICU6397181 /0-F Ojv EXP g SOGTyolo # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 INSPECTION [A-�FO UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �l r+ 101 fl :405? A OWL YISam V4' Q od DATE INSPECTOR OP souj,,o�o # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�' 631-765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ami svvj )VI tA- DATE INSPECTOR SOUTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 o� INSPECTION [ ] FOUNDATION .1 ST/REBAR [ ] ROUGH PLBG. UNDATION 2ND [. ]: INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ .] RENTAL REMARKS:. s : t DATE INSPECTOR OF 50UThO�o # TOWN OF SOUTHOLD BUILDING DEPT. "coum,N 631-765-1802 �< < INSPEC ON g ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: DATE ZOY INSPECTO OE soOIyO� — # .TOWN OF SOUTHOLD BUILDING DEPT. courir+��'' 631-765-1802 INSPEC ION [ ] .FOUNDATION 1ST/ REBAR [ ] OUGH-PLBG. ]._ FOUNDATION 2ND [. INNSULATIOWCAULKING [ ] FRAMING:/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: a n Lt 4(_4 ._ A DATE INSPECTOR OF 50UTyo� -- -- # # TOWN OF SOUTHOLD BUILDING DEPT. `ylou 631-765-1602 �o 121 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAA�ULKING [ ] FRAMING /STRAPPING [ FINALJnn WO/ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL REMARKS: DATE I y0 INSPECTOR OF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. coum, ,o 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ Yms'ULATIOWCAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: 0 �� C ` DATE INSPECTOR Fi= i NEW YORK ® BUILDING MAY - 6 2026 r ® TECH N DL O GY G R O U P Ali, •" � ' : . -w",«j. Affidavit Of 2020 NYECCC Compliance Date: 1%21/2026':` : ., .'`" Inspection Address: 38015 Main Road - Main House, Orient, NY 11957 This is to Certify that on 1/21/2026 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 7879 Blower Door Test Result: 36 Conditioned Volume: 98510 Leakage in ACH50: 1 2.21 402.4.1.2 2020 ECCC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2:of conditioned floor area. System 1: Bsmt Leakage CFM@25: Exempt Supply R-value: 4.2 Return R-value 4.2 System 2: Leakage CFM@25: Supply R-value: lReturn R-value System 3: Leakage CFM@25: Supply R-value: I Return,R-value Total Combined Leakage: CFM@25 Leakage Limit: 315.16 JCFM@25 EXCEPTION -All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 124 Required: 124 M1507 Compliance Pass ERV commissioned by HVAC Contractor Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: PASS HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Baccarella C omertification #3587347 607-277-6240 Notice of independent Status.Asper the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 63.1509 4538 Email: NYBTGTB@gmail.com New+York BOi(ding Iechn"Idg -Group,,. 159t.�SA,LBId 1 $uite.Bt' NEW YORK ® (BUILDING 6 ., Miller Place, NY119,53I" TE CH N0 L 0 GY G A 0 U o Tel (01)495-0289 Fax(631)389-28081 ; MAY - 6 2026 :;' Combustion Safety Testing Form .: Certified Home Address: 38015 Main Road City: OHent ` Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Builder Tracking#: Combustion Appliance Zone (CAZ)# 1 of 1 Location of this CAZ: Insulated Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 10/23/2025 Outdoors Temp During Test: 60 OF CAZDepressurkation (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary_Yes x No Type:Furnace Boiler x Heat Pump Other l Venting Type? Draft Spillage Spillage CO CO Efficiency_ Fuel Types Pascal (Worst Case (Natural) (Worst Case atural Rating:93.3 AFUE N x P 0 E N V M S x NIA Pa. Pass x Fail Pass X Fail N/A PPM NIA PPM Primary_Yes x Type: Standard Tank_Indirect x Tankless_ Size:119 Style4 Common Vent❑ Water Heater No_ Instantaneous_Commercial_(See Note 5 heloip) (Gallons) Stand Alone 0 5 f/entinn Tvpe3 Draft Spillage Spillage CO CO Efficiency Fuel Txpel Pascal (Worst Case (Natural) orst Case atural EF: N P O E N M S x N/A Pa. Pass x Fail Pass x Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ® Oven Range Hood Vented to Outside Yes No_ Oven CO NIA PPM Ambient CO(During Oven CO Testing) N/A PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3Venting 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 re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater St le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater 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: Tom Baccarella Rater Number: 3587347 Rater Signature: �— Date: Jan 21, 2026 lh brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BM -2011 L Envelope Leakage Test Testing Company: Technician: THE ENERGY CONSERVATORY Name: New York Building Technology Group Name: Tom Baccarella Address: 159 Rt 25a Credentials: 3587347 West Bldg Suite B Email: Info@nybtg.com Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com 17 Building Information: Customer Information: r Project ID: 38015 Main Road Name: " Address: 3140 North Sea Drive Address: .. MAY ' 6 2026 Orient, New York 11957 Geo-Tag Data: Latitude: 41.157323 Longitude: -72.256452 Ti mesta m p: 2025-10-23 11:34:24 Measured Leakage: 2.21 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: Envelope (IECC) Measured CFM50: 3,633.3 (+/-4.2%) Effective Leakage Area: 222.2 in Building Volume: 98,510.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 337.1 (+/-28.6%) Exponent (n): 0.608 (+/-0.079) Correlation Coefficient: 0.99158 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 63 OF Post Indoor Temp: 63 OF Pre Outdoor Temp: 60 OF Post Outdoor Temp: 60 OF Altitude: -76.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-10-23 11:35:12 5000 4000 Depressurize E 3000 v co c 2000 d J C .:O m 1000 900 800 700 --- -- — -----—-- 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg(Pa), Adj Bldg_(Pa) Fan (Pa), Flow (cfm) Config, Baseline -0.2 -60.0 -59.9 -59.8 -73.2 4,115.6 Open Fan -54.0 -52.0 -51.9 -62.8 3,819.7 Open Fan -48.0 -46.8 -46.8 -55.0 3,579.9 Open Fan -42.0 -43.2 -43.1 -50.9 3,447.1 Open Fan -36.0 -39.6 -39.5 -37.7 2,976.2 Open Fan -30.0 -31.4 -31.3 -29.6 2,646.0 Open Fan -24.0 -21.4 -21.3 -146.0 2,159.3 Ring A -18.0 -17.0 -16.9 -119.5 1,957.8 Ring A Baseline 0.0 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2025-03-18 Deviations from Standard: • The interval between building pressures is greater than 10 Pa. Comments: None Report by TEC Auto Test 1.10.2 (3), © 2025 The Energy Conservatory, Inc. Page 2 of 2 2020 NYECC Certificate 38015 Main Road - Main HOU0 MAY 6 2 )26 U- Building Envelope Insulation Ceiling: R38 LID Above Grade Walls: 2"Flash&Batts, R21 to gar Foundation Walls: 2" HD Exposed Floor: R30 LID Slab: Window Data U-Factor SHGC Fleetwood Mechanical Equipment Heat: AFUE= Type: ASHP Cool: SEER= Type: ASHP — DHW: EF= .86 Type: Indirect _ Builder or Design Professional Signature: Building Envelope Testing Infiltration: 3,633.3 CFM 9 50 Pascals Infiltration Volume: 98,510 cu ft Duct Exempt Duct2 ------ Duct3 ------- Duct4 ------ Total Duct Leakage Within Thermal Envelope HERS Rater Signature- Thomas Ok0Rr'e"lla �Mter#- ' 7�347� New York Building Technology Group Test Date: 01 /21 /2026 PLEASE READ This is your compliance certificate. In accordance with NYS code, this decal should be placed on or near the electrical panel or in the utility room near the boiler. Our inspector filled out all information that was relevant for our inspection. Please have the appropriate contractor fill out any remaining information before installing. Instructions from the IECC R401.3: A permanent certificate shall be completed by the builder or registered design professional and posted on a wall in the space where the furnace is located, a utility room or an approved location inside the building. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. 1654 County Road 39 AR DY Southampton, NY 11968 Office: (631) 283-9333 PLUMBING • 'HEATIHGi Fax: (631) 283-0286 l7 i MAY - 6 2026 Date: April 29, 2026 RE: 38015 Main Rd, Orient NY 11957 I, Ryan Hubbard, Master Plumbing license # MP-57765 certify that the gas lines were installed as per New York State code. Same were tested at 10lbs for 1 hour and no leaks were detected. Ryan Hubbard Hardy Plumbing LLC Suffolk County Master Plumber MP-57765 0NOTE: M, .^:ITH"ORIGINAL IN FILi! �` K 4V3T'hS I NAE'UE'3E Et1 IN .D INK ON 1_E=:NT 1 HE ems# vORTH:- IN L FTS )FI iC€ €O`" J: t PLEASie' L € CONTAU i 01 yE a 1 i LE`v'ATC7R C{{,<I,6'NY uIREt;fi "ChcTo" s. Tev�,WR. COmpdny '- LONG ISLAND WESTHAMPTON BEACH, NEW YORK (631)725-0 1 98- UPSTATE NY MAIN OFFICE-PO BOX I 1 1 7 BOLTON LANDING, NEW YORK 1 28 1 4 (5 1 8)644-2831 WEB: NORTHERNLIFT'SELEVATOR.COM EMAIL: CONTACT NORTHERN LI F75 ELEVATOR,COM VERIFICATION OF MANUFACTURER INSTALLATION COMPLIANCE L u I Date of Installation: 1/15/2026 J' `� i 1 AY 6 2026 Installation location: 38015 Main Road = Orient,New York 11957 Installed by: Northern Lifts Elevator Company, LLC PO Box 1117 Bolton Landing,New York 12814 Manufacturers: Northern Lifts Elevator Company, LLC Type of unit: 1:2 Roped Hydraulic Residential Model: Luxe-Hydra (2-stop, single opening) Maximum rated speed: 40 fpm Rated weight capacity: 1000 pounds Maximum vertical travel: 132.00" Unit serial number: CX957378 Northern Lifts Elevator certifies that the above elevator was installed to be in accordance with the National Elevator Code, ASME 17.1 Sec. 5-2016.This certification applies only to equipment supplied and installation work exclusively performed by Northern Lifts Elevator Company, LLC.This certification does not cover any equipment supplied or work performed by Others. Note: Routine service/maintenance must be performed at twelve-month intervals as per National Elevator Code requirements and manufacturer's recommendations.Any maintenance and or repair work is to be performed by a licensed, qualified Elevator/Lift Mechanic.A Maintenance Chart and Log for this unit must be kept on-site in the machine room or equipment area. It is the sole responsibility of the Owner of this elevator to ensure that all inspections or tests are performed as required by the Local, County, State, or Federal agency having jurisdictional authority over the elevator located at this address. PO Bar 57 Westerly,RI 02891 MAY 6 2025 Voice.868.66-STORM Date:1/14/2o26 r: To Whom it may concern, Storm Guardian,authorized dealer of Armor Screen products has been retained to deliver an Armor Screen hurricane protection system at the following address: Owner: LucicyFront, LLC Address: 38o15 Main Road Orient, NY 11957 Protecting: All window and door openings The system will be installed in accordance with the International Code Commission,NY, RI, CT& MA Building Codes to comply with their following guidelines: Code Reference Section: R3oi.za.2&SBCA-1664a.2.Protection of Openings/Internal Pressure Approved shutter system meeting/exceeding the_requirements of the Large Missile Test:ASTM.E.jL996,ASTM E 1886,ASTM E 33o, TAS 201,T'AS 202,TAS 203 HVHZ,°8363-minimum DP�+i3oA3o rating. Please£ el free to contact witn"arvy questions. /2o26 Michael M. Paul Project Manager—Architectural Consultant Storm Guardian,LLC 401-284-6996 Stormr& -nGuardianNE.com ARNAIR Nautilus SCREEN® AUTHORIZED DEALER Rolling Shutter System Suffolk Security Systems Suffolk Security Systems Incorporated 50300 Main Road • PO Box 1355 • Southold NY 11971-0937 Telephone (631) 765-5262 • info@suffolksecurity.com r,; MAY - 6 2026 Certificate of Installation ,t Name System Gallant,Chad&Becker,Barbara-Main Hse Address Location 38015 Main Rd City,State&Zip Code Orient,NY 11935 An alarm system was installed at the above location. As of the date noted below,a U.L.Listed Central Station monitors it. Conditions Monitored Burglary ❑ Propane or Natural Gas Fire ❑ Fire Sprinkler and/or Tamper X Carbon Monoxide X Other X Low Temperature (42°F) (specify)Leak Defense Leak Detection X Spot Water Detection Monitoring Options ❑ Digital (phone line) X Test Transmission transmission ❑ Daily X Internet transmission X Weekly X 3G/4G/CDMA or LTE ❑ Monthly transmission System Installed by Suffolk Security Systems Incorporated 50300 Main Road PO Box 1355 Southold, New York 11971 (631) 765-5262 Signed ' G;akmo-)Z4- Title Office Mqr Date 4/28/2026 3801 :--)- ' M , Resh;enc 38015 Main Road Orient, NY 11957 Fvl AY - 6 2026 MAN UAL-J&S LOAD CALCULATIONS Prepared By: Fernando Recinos Job Title: Draftsman Signature: Date: April 21, 2026 14kolb HEATING + COOLING 11500 OLD SOUND AVENUE NIATTITUCK, NY 11952 (631 ) 298-5527 Load Short Form Job: 38015-MR Res Wrightsoft° Date: Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W11957 Phone:(631)298-5527 Email:irffo@kolbmechaNcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(OF) 66 72 Construction quality Average Design TD(OF) 54 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 21 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfrn Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfin/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) PU 1 876 6447 26114 1842 1842 PU 2 633 10469 11737 730 730 PU 3 776 10951 22773 903 903 PU 4 576 8256 11701 730 730 PU 5 263 6525 10740 730 730 PU 6 626 2820 5560 278 278 PU 7 956 3152 11438 730 730 AHU 1 985 18426 30408 1842 1842 AHU 2 984 16737 23759 1397 1397 AHU 3 660 13030 23091 1397 1397 Boldlrtallc values have been manually ovemdden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft" 2026-Apr-21 14:24:11 ^'� aM,o•a•,.M1,.•„w >�-w•, Right-Srote®Universal 2025 25.0.04 RSUS4447 Page l �� ...s\38015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N Entire House 7335 96813 173540 10577 10577 Other equip loads 0 0 Equip.@ 0.95 RSM 164863 Latent cooling 61750 TOTALS 7335 96813 226613 10577 10577 Bold/ltalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft® 2026-Apr-2114:24:11 .M,T=.•a=. -_....,�mM� Right-Suite0)UNversa12025 25.0.04 RSU54447 Page 2 s138015 Orient Main Rd\38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N } 9 ® Load Short Form Job: 38015-MR Res wri htsoft Date: AHU 1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:irdo@kolbmecharucal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 12 90 Method Simplified Inside db(OF) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM048-1CSN*****A Cond SM048-1CSN*****A AHRI ref 217351676 Coil FT5ANBC48 AHRI ref 217351676 Efficiency 4.9 COP Efficiency 26.41 EER Heating input 45200 Btuh Sensible cooling 38673 Btuh Heating output 45200 Btuh Latent cooling 16574 Btuh Temperature rise 22 OF Total cooling 55247 Btuh Actual airflow 1842 cfm Actual airflow 1842 cfm Airflowfactor 0.100 chn/Btuh Airflowfactor 0.061 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.72 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft?) (Btuh) (Btuh) (cfm) (cfm) Z0NE#1 985 18426 30408 1842 1842 AHU 1 985 18426 30408 1842 1842 Other equip loads 0 0 Equip.@ 0.95 RSM 28888 Latent cooling 11863 TOTALS 985 1 18426 40751 1842 1842 Boldrrtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. a " wrightsoft- 2026-Apr-21 14:24:11 �� �M,..•�,�.,,.ww..n�m.m Right-Suite®Universal 2025 25.0.04 RSU54447 Page 3 ...M38015 Orient Main RdW015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N 9 ® Load Short Form Job: 38015-MR Res wri htsoft Date: AHU 2 By- FR Kolb Mechanical 11500 Old Sound Ave.,MattitLrk,W 11957 Phone:(631)298-5527 Email:irdo@kolbmechanical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 12 90 Method Simplified Inside db(OF) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM036-1CSN*****A Cond SM036-1CSN*****A AHRI ref 217351682 Coil FT5ANBC36 AHRI ref 217351682 Efficiency 5 COP Efficiency 24.53 EER Heating input 38800 Btuh Sensible cooling 29333 Btuh Heating output 38800 Btuh Latentcooling 12571 Btuh Temperature rise 25 OF Total cooling 41904 Btuh Actual airflow 1397 cfm Actual airflow 1397 cfm Air flow factor 0.083 cfmBtuh Airflowfactor 0.059 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacity balance point=-95 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA-230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 984 16737 23759 1397 1397 AHU 2 984 16737 23759 1397 1397 Other equip loads 0 0 Equip.@ 0.95 RSM 22571 Latent cooling 10859 TOTALS 1 984 16737 33431 1397 1397 BoWitalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Alk- wrightsoft® 2026-Apr-21 14:24:11 M,T•k• �,,•.w ry�m,•m Right-SuuteOUNversal 2025 25.0.04 RSU54447 Page 4 ACM M38015 Orient Main Rd\98015 Orient Main Rd.nq) Calc=MJ8 Front Door faces:N 9 ® Load Short Form Job: 38015aVIR Res wri htsoft Date: AHU 3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituok,NY 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg clg Infiltration Outside db(°F) 92 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr4b) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM036-1CSN*****A Cond SM036-1CSN-*****A AHRI ref 217351682 Coil FT5ANBC36 AHRI ref 217351682 Efficiency 5 COP Efficiency 24.53 EER Heating input 38800 Btuh Sensible cooling 29333 Btuh Heating output 38800 Btuh Latent cooling 12571 Btuh Temperature rise 25 OF Total cooling 41904 Btuh Actual airflow 1397 cfm Actual airflow 1397 cfm Air flow factor 0.107 cfrn/Btuh Airflowfactor 0.060 cimBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.70 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA-230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#7 660 13030 23091 1397 1397 AHU 3 660 13030 23091 1397 1397 Other equip loads 0 0 Equip.@ 0.95 RSM 21936 Latent cooling 9843 TOTALS 660 13030 31779 1397 1397 Bo/d/italic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -#- wrightsoft® 2026-Apr-21 14:24:11 �, AM,.k•a•. "...�..,�.,,.„ Right-Suite®Universal202525.0.04RSU54447 Pages J4CCIk ...sn8015 Orient Main Rd\98016 Orient Main Rd.rup Calc=MJ8 Front Doorfaces:N wri9htsoft Load Short Form Job: 3801WR Res Date: PU 1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattitxk,W 11957 Phone:(631)298-5527 Eniail:irfo@koibme&iarical.com Pr• • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 12 90 Method Simplified Inside db(OF) 33 72 Construction quality Average Design TD(OF) 21 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 3 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM048-1VT/HZN*****A Cond SM048-1VT/HZW*****A AHRI ref 217212111 Coil AHRI ref 217212111 Efficiency 5 COP Efficiency 24.86 EER Heating input 47500 Btuh Sensible cooling 38673 Btuh Heating output 47500 Btuh Latent cooling 16574 Btuh Temperature rise 24 OF Total cooling 55247 Btuh Actual airflow 1842 cfm Actual airflow 1842 cfm Airflowfactor 0.286 cfm/Btuh Airflowfactor 0.071 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 876 6447 26114 1842 1842 PU 1 876 6447 26114 1842 1842 Other equip loads 0 0 Equip.@ 0.95 RSM 24808 Latent cooling 8709 TOTALS 876 1 6447 33518 1842 1842 BoWitalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Wrightsaftm 2026-Apr-21 14:24:11 �� M,ok•a•,Wn•x. .•.•mo••. Right-Suite®Universal 2025 25.0.04 RSU54447 Page 6 MCA ...M38015 Orient Main Rd\98015 Orient Main Rd.rnip Calc=MJ8 Front Door faces: N } WI'1 9htSOft® Load Short Form Job: 38015-MR Res Date: PU 2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:irdo@kolbmechadcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg Clg Infiltration Outside db(OF) 12 90 Method Simplified Inside db(OF) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV018-1VT/HZN*****A Cond SV018-1VT/HZN*****A AHRI ref 215224688 Coil AHRI ref 215224688 Efficiency 4.4 COP Efficiency 26.52 EER Heating input 17700 Btuh Sensible cooling 15323 Btuh Heating output 17700 Btuh Latent cooling 6567 Btuh Temperature rise 22 OF Total cooling 21890 Btuh Actual airflow 730 cfm Actual airflow 730 cfrn Air flow factor 0.070 cfmBtuh Air flow factor 0.062 chnBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=-51 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#4 302 5402 6024 377 374 ZONE#9 331 5066 5713 353 355 PU 2 633 10469 11737 730 730 Other equip loads 0 0 Equip.@ 0.95 RSM 11150 Latent cooling 2450 TOTALS 633 1 10469 13600 730 730 Boldlitalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2026-Apr-21 14:24:11 AWN AMR=4•ie ui:•.in...rc.m­y Right-Sate®Universal 2025 25.0.04 RSU54447 Page 7 08015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N wri9htsofto Load Short Form Job: 38015-MR Res Date: PU 3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:irfo@kolbmechaNcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Designinformation Htg Clg Infiltration Outside db(OF) 12 90 Method Simplified Inside db(OF) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV024-lVT/HZC-*****A Cond SV024-1VT/HZC-"*"**A AHRI ref 215224691 Coil AHRI ref 215224691 Efficiency 4 COP Efficiency 25.42 EER Heating input 23000 Btuh Sensible cooling 18971 Btuh Heating output 23000 Btuh Latent cooling 8131 Btuh Temperature rise 23 OF Total cooling 27102 Btuh Actual airflow 903 cfm Actual airflow 903 cfm Air flow factor 0.082 cfmBtuh Air flow factor 0.040 cImBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 Capacity balance point=-80 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#5 220 6142 13958 507 554 ZONE#10 556 4809 8815 397 350 PU 3 776 10951 22773 903 903 Other equip loads 0 0 Equip.@ 0.95 RSM 21634 Latent cooling 1788 TOTALS 776 10951 23422 903 1 903 Boldlrtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - - wrightsoft- 2026-Apr-21 14:24:11 AM.7 k j o,61,,,­hn y. p­, Right Suite®Universal 2025 25.0.04 RSU54447 Page 8 �� ...s138015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N wri9htsOfto Load Short Form Job: 3801WR Res Date: PU 4 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:irdo@kolbmechaNcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV018-1VT/HZN*****A Cond SV018-1VT/HZN*****A AHRI ref 215224688 Coil AHRI ref 215224688 Efficiency 4.4 COP Efficiency 26.52 EER Heating input 17700 Btuh Sensible cooling 15323 Btuh Heating output 17700 Btuh Latent cooling 6567 Btuh Temperature rise 22 OF Total cooling 21890 Btuh Actual airflow 730 cfm Actual airflow 730 cfrn Air flow factor 0.088 cfm/Btuh Airflowfactor 0.062 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=-83 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#6 300 3828 6321 338 394 ZONE#11 276 4428 5380 391 335 PU 4 576 8256 11701 730 730 Other equip loads 0 0 Equip.@ 0.95 RSM 11116 Latent cooling 2786 TOTALS 576 1 8256 1 13902 1 730 1 730 Boldlrtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2026-Apr-21 14:24:11 M,,.•�,.,,...� ,am� Right-Sprite®Universal 2025 25.0.04 RSU54447 Page 9 sW015 Orient Main RdW015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N wri9htsoft® Load Short Form Job: 38015-MR Res Date: PU 5 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:irffo@kolbmeCrarical.com Project • • For. 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV018-1VT/HZN*****A Cond SV018-1VT/HZN*****A AHRI ref 215224688 Coil AHRI ref 215224688 Efficiency 4.4 COP Efficiency 26.52 EER Heating input 17700 Btuh Sensible cooling 15323 Btuh Heating output 17700 Btuh Latentcooling 6567 Btuh Temperature rise . 22 OF Total cooling 21890 Btuh Actual airflow 730 cfrn Actual airflow 730 cfiY1 Airflowfactor 0.112 cfm/Btuh Airflowfactor 0.068 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=-9.9 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load CIg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#8 263 6525 10740 730 730 PU 5 263 6525 10740 730 730 Other equip loads 0 0 Equip.@ 0.95 RSM 10203 Latent cooling 1432 TOTALS 263 6525 11634 730 730 BoWltalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2026-Apr-21 14:24:11 Right-SuiteOUniversal 2025 26.0.04 RSU54447 Page 10 XM s138015 Orient Main Rd\38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N 9 Load Short Form Job: 38015-MR Res wri htsoft Date: PU 6 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Matlitwk,NY 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg CIg Infiltration Outside db(OF) 12 90 Method Simplified Inside db(OF) 70 72 Construction quality Average Design TD(OF) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV007-1VT/HZN*****A Cond SV007-1VT/HZN*****A AHRI ref 215224680 Coil AHRI ref 215224680 Efficiency 4.7 COP Efficiency 26.52 EER Heating input 7000 Btuh Sensible cooling 5837 Btuh Heating output 7000 Btuh' Latentcooling 2502 Btuh Temperature rise 23 OF Total cooling 8339 Btuh Actual airflow 278 cfm Actual airflow 278 cfim Air flow factor 0.090 cfm/Btuh Air flow factor 0.050 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.56 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh Output=207000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#12 626 2820 5560 278 278 PU 6 626 2820 5560 278 278 Other equip loads 0 0 Equip.@ 0.95 RSM 5282 Latent cooling 4420 TOTALS 626 2820 9702 278 278 Boldlrtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrightsoft® 2026-Apr-21 14:24:11 M.k'/B�,�1,�eN,«,.,.�o.. Right-SuiteOUNversal202525.0.04RSU54447 Page11 ACCP� ...s138015 Orient Main Rd\38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N WI'I9htSOft® Load Short Form Job: 38015-MR Res Date: PU ] By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattitxk,W 11957 Phone:(631)298-5527 Email:info@kolbmednadcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV018-1VT/HZN*****A Cond SV018-1Vr/HZN*****A AHRI ref 215224688 Coil AHRI ref 215224688 Efficiency 4.4 COP Efficiency 26.52 EER Heating input 17700 Btuh Sensible cooling 15323 Btuh Heating output 17700 Btuh Latentcooling 6567 Btuh Temperature rise 22 OF Total cooling 21890 Btuh Actual airflow 730 cfm Actual airflow 730 cfm Air flow factor 0.232 cfm/Btuh Airflowfactor 0.064 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.60 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh Output 20 000 Btuh 94.1 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#13 956 3152 11438 730 730 PU 7 956 3152 11438 730 730 Other equip loads 0 0 Equip.@ 0.95 RSM 10866 Latent cooling 7600 TOTALS 956 3152 18466 730 730 Bold/rtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -k wrightsoft® 2026-Apr-21 14:24:11 M,•k•A•�".•+• ••.�mwm Right-Sprite®Universal 2025 25.0.04 RSU54447 Page12 ACCh ...s138015 Orient Main RM38015 Orient main Rd.rup Calc=MA Front Door faces:N - - Building Analysis Job: 38015-MR Res wrightsoft' Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattltudc,NY 11957 Phone:(631)298-5527 Email:iffo@kolbrmcharical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(OF) 66 72 Elevation: 67 ft Design TD(OF) 54 18 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 21.3 48.9 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 2.8 15742 16.3 walls Infiltration Glazing 28.7 55356 57.2 Doors 22.6 449 0.5 Ceilings 1.6 6796 7.0 Floors Floors 1.1 2932 3.0 Ceilings Infiltration 2.7 15539 16.1 1 other Ducts 0 0 Piping 0 0 Humidification 0 0 ventilation 0 0 Adjustments 0 Total 96813 100.0 Glazing Component Btuhff Btuh %of load Walls 0.6 3493 2.0 walls Glazing 35.8 68903 39.7 Doors 12.3 244 0.1 Ceilings 1.8 7470 4.3 Floors 0.2 593 0.3 Glazing�� Infiltration 0.5 2557 1.5 Internal Gains Ducts 0 0 ventilation 0 0 Intemal gains 90280 52.0 Blower 0 0 Adjustments 0 other Total 1 1 173540 100.0 Ceilings Latent Cooling Load=61750 Btuh Overall U-value=0.110 Btuh/fF--°F, Window/FloorArea=26.3% WARNING:window to floor area ratio=26.3%-more than 25%. Sokilhallc values have been manually overridden ` - wrightsoft" 2026-Apr-21 14:24:11 AM .••..•.. 9 Right-Suite®Universal 2025 25.0.04 RSU54447 Page 1 ..s'38015 Orient Main Rd'38015 Orient Main Rd.rup Cale=MJ8 Front Door faces:N Building Analysis Job:. 38015aVIR Res wrightsoft, AHU 1 By: FR Kolb Mechanical 11500 Old Sand Ave.,Matdbmk,NY 11957 Phone:(631)298-5527 Eniaii:irfb@kolbniecharical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 3.1 2243 12.2 walls Infiltration Glazing 33.2 10385 56.4 Doors 22.6 449 2.4 Ceilings 1.9 1907 10.3 / Other Floors 1.7 324 1.8 ceilings Infiltration 2.9 3119 16.9 Ducts 0 0 Piping 0 0 Doors Humidification 0 0 ventilation 0 0 Adjustments 0 Glazing Total 18426 100.0 • • M Me Component Btuh/ft2 Btuh %of load Walls 0.9 685 2.3 walls Glazing 37.5 11712 38.5 Doors 12.3 244 0.8 /`- Ceilings 1.8 1808 5.9 Floors 0.5 100 0.3 Glazing Infiltration 0.5 479 1.6 Internal Gains Ducts 0 0 Mentilation 0 0 Internal gains 15380 50.6 Blower 0 0 Adjustments 0 other Total 30408 100.0 Ceilings Latent Cooling Load=11863 Btuh Overall U-value=0.118 Btuh/ft2--°F, Window/FloorArea=31.7% WARNING:window to floor area ratio=31.7%-more than 25%. Boldritalic values have been manually overridden wrightsoft' 2026-Apr-21 14:24:11 Right-Sute(DUNversal202525.0.04RSU54447 Page2 i9l.C.F\ sl'i8015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N Building Analysis Job: 38015-MR Res wrightsoft, AHU 2 By: FR Kolb Mechanical 11500 Old Sand Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:irfo@kolbmecharical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB, NY, US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 3.1 1275 7.6 walls Infiltration Glazing 33.3 12582 75.2 Other Doors 0 0 0 Ceilings Ceilings 1.9 365 2.2 Floors 1.7 189 1.1 Infiltration 2.9 2326 13.9 Ducts 0 0 Piping 0 0 Humidification 0 0 Mentilation 0 0 Adjustments 0 Total 16737 100.0 Glazing Component Btuh/ftz Btuh %of load Walls 0.9 389 1.6 Other Glazing 26.7 10068 42.4 Doors 0 0 0 Ceilings 1.8 347 1.5 Floors 0.5 59 0.2 Infiltration 0.5 357 1.5 Glazing_ Internal Gains Ducts 0 0 Mentilation 0 0 Internal gains 12540 52.8 Blower 0 0 Adjustments 0 Total 23759 100.0 Latent Cooling Load=10859 Btuh Overall U-value=0.228 Btuh/ftz--°F, Window/FloorArea=38.3% WARNING:window to floor area ratio=38.3%-more than 25%. Bolo italic values have been manually overridden wrightsoft^ 2026-Apr-21 14:24:11 Right-Sute®UNversal 2025 25.0.04 RSU54447 Page 3 s\38015 Orient Main Rd138015 Orient Main Rd.rup Calc=M.18 Front Door faces:N Building Analysis Job: 38015-MR Res -�- wrightsoft", AHU 3 By: FR Kolb Mechanical 11500 Old Soud Ave.,Mattitmk,NY 11957 Phone:(631)298-5527 Email:irfo@kolbmecharical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 3.1 1014 7.8 walls Infiltration Glazing 33.1 8430 64.7 Doors 0 0 0 Floors Ceilings 1.9 1225 9.4 Floors 1.7 643 4.9 Ceilings Infiltration 2.9 1718 13.2 Ducts 0 0 Piping 0 0 Humidification 0 0 Mentilation 0 0 Adjustments 0 Glazing Total 13030 100.0 Component Btuh/ftz Btuh %of load Walls 0.9 310 1.3 Other Glazing 39.0 9937 43.0 Doors 0 0 0 ; Ceilings 1.8 1162 5.0 / Floors 0.5 199 0.9 Infiltration 0.5 264 1.1 Glazing—, Internal Gains Ducts 0 0 Mentilation 0 0 Internal gains 11220 48.6 Blower 0 0 Adjustments 0 Total 23091 100.0 Ceilings Latent Cooling Load=9843 Btuh Overall U-value=0.121 Btuh/ft2-°F, Window/FloorArea=38.6% WARNING:window to floor area ratio=38.6%-more than 25%. Boldrrtalic values have been manually overridden - wrightsoft"' 2026-Apr-21 14:24:11 AM�c� RigFt-Sute®Universa12025 25.0.04 RSU54447 Page 4 ...s\38015 Orient Main Rd\48015 Orient Main Rd.rp Calc=MJ8 Front Door faces:N Building Analysis J 38015-MR Res wrightsoft, PU 1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattibxk,W 11957 Phone:(631)298-5527 Email:irfo@kolbmedienical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(OF) 33 72 Elevation: 67 ft Design TD(OF) 21 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 2.8 48.9 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ftz Btuh %of load Walls 1.1 211 3.3 walls Infiltration Glazing 12.0 4840 75.1 Floors Doors 0 0 0 Ceilings Ceilings 0.7 614 9.5 Floors 0.6 150 2.3 Infiltration 1.1 632 9.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Glazing Total 6447 100.0 • • Component Btuh/ft2 Btuh %of load Walls 0.9 178 0.7 Other Glazing 27.4 11091 42.5 Doors 0 0 0 Ceilings 1.8 1608 6.2 Floors 0.5 129 0.5 Glazing Infiltration 0.5 268 1.0 — Internal Gains Ducts 0 0 Ventilation 0 0 Internal gains 12840 49.2 Blower 0 0 Adjustments 0 Total 1 1 261141 100.01 Ceilings Latent Cooling Load=8709 Btuh Overall U-value=0.162 Btuh/ftZ--°F, Window/FloorArea=46.2% WARNING:window to floor area ratio=46.2%-more than 25%. Bola italic values have been manually ovemdden wri htsoft', 2026-Apr-2114:24:11 s�38015 Orient ,.,,,.,,,,...I.,,.,,..., Right-Suite®Universal 2025 25.0.04 RSU54447 Page 5 Main Rdl38015 Orient Main Rd.r p Calc=MJ8 Frort Door faces: N Building Analysis J 38015-MR Res wrightsoft' PU 2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattitudc,NY 11957 Phone:(631)298-5527 Email:irto@kolbmedlartcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB, NY,US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 3.1 2860 27.3 Glazing 33.2 3779 36.1 Wails Doors 0 0 0 nfltration Ceilings 1.9 618 5.9 Floors 1.7 146 1.4 Infiltration 2.9 3066 29.3 Ducts 0 0 Piping 0 0 Other Humidification 0 0 Ceilings Mentilation 0 0 Adjustments 0 Total 10469 100.0 Glazing Component Btuh/Ftz Btuh %of load Walls 0.9 873 7.4 Walls Glazing 28.5 3242 27.6 Doors 0 0 0 Ceilings 1.8 586 5.0 % Floors 0.5 45 0.4 Glazing�i Infiltration 0.5 471 4.0 Ducts 0 0 Internal Gains Mentilation 0 0 Internal gains 6520 55.6 Blower 0 0 C e i I ii Adjustments 0 Nser Total 1 1 11737 1 100.01 Infiltration Latent Cooling Load=2450 Btuh Overall U-value=0.087 Btuh/ftz--°F, Window/FloorArea=18.0% Data entries checked. BolaNtalic values have been manually overridden '46- wrightsoft" 2026-Apr-2114:24:11 ^1h.—.11•1••11•1, Right-Sute®Universal202525.0.04RSU54447 Page 6 s\38015 Orient Main Rd\98015 Orient Main Rd.np Calc=MJ8 Front Door faces: N Building Analysis Date: 38015-MR Res -�- wrightsoftw iPU 3 By: FR Kolb Mechanical 11500 Old SoLrd Ave.,MattitxA,NY 11957 Phone:(631)298-5527 Email:irfo@kolbmechaiical.com ----Proiect Information For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB, NY,US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/112 Btuh %of load Walls 3.1 892 8.1 walls Infiltration Glazing 33.1 7361 67.2 Doors 0 0 0 Other Ceilings 1.9 1032 9.4 Ceilings Floors 1.7 159 1.5 Infiltration 2.9 1507 13.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Mentilation 0 0 Adjustments 0 Glazing Total 10951 100.0 • • Component Btuh/fF Btuh %of load Walls 0.9 272 1.2 other Glazing 72.4 16121 70.8 Internal Gains Doors 0 0 0 Ceilings 1.8 979 4.3 Floors 0.5 49 0.2 Infiltration 0.5 231 1.0 Ceilings Ducts 0 0 Mentilation 0 0 Internal gains 5120 22.5 Blower 0 0 Glazing Adjustments 0 Total 22773 100.0 Latent Cooling Load=1788 Btuh Overall U-value=0.140 Btuh/f:22F, Window/FloorArea=28.7% WARNING:window to floor area ratio=28.7%-more than 25%. Boldlitalic values have been manually overridden wriahtsoft` 2026-Apr-21 14:24:11 �'__ Right-Sute®U 9 riversal 2025 25.0.04 RSU54447 Page 7 �A st38015 Orient Main Rd\38015 Orient Main Rd.np Calc=MJ8 Frort Door faces: N Building Analysis Date: 38015-MR Res - wrightsofta FU 4 By: FIR Kolb Mechanical 11500 Old Soud Ave.,Mathbick,NY 11957 Phone:(631)298-5527 Email:irfo@kolbmecharical.com •'ect Information For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 3.1 2068 25.0 Glazing 33.1 3350 40.6 ways Doors 0 0 Infiltration Ceilings 1.9 528 6.4 Floors 1.7 36 0.4 Infiltration 2.9 2273 27.5 Dui 0 0 —other Piping 0 0 Humidification 0 0 Ceilings Mentilation 0 0 Adjustments 0 Total 8256 100.0 Glazing • • M Me Component Btuh/112 Btuh %of load Walls 0.9 631 5.4 walls Glazing 44.3 4489 38.4 Doors 0 0 0 Ceilings 1.8 501 4.3 Floors 0.5 11 0.1 Infiltration 0.5 349 3.0 Glazing_; Internal Gains Ducts 0 0 Mentilation 0 0 Internal gains 5720 48.9 Blower 0 0 Adjustments 0 Total 11701 Ceiligher Infiltration Latent Cooling Load=2786 Btuh Overall U-value=0.096 Btuh/ftl--°F, Window/FloorArea=17.6% Data entries checked. Bolcifitallc values have been manually ovemdden wrightsoft' 2026-Apr-2114:24:11 !� M^ Right-Sute®Uriversal 2025 25.0.04 RSU54447 Page 8 i9Citil� ...s\38015 Orient Main Rd\38015 Orient Main Rd.np Calc=MJ8 Front Door faces: N Building Analysis JJob: 38015-MR Res wrightsoft`� iPU 5 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattit ick,NY 11957 Phone:(631)298-5527 Email:ilo@kolbmcharical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient, NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB, NY US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) ammme Component Btuh/112 Btuh %of load Walls 3.1 510 7.8 walls Infiltration Glazing 33.1 4628 70.9 Doors 0 0 0 Ceilings 1.9 488 7.5 Ceilings Floors 0 0 0 Infiltration 2.9 899 13.8 Ducts 0 0 Piping 0 0 Humidification 0 0 Mentilation 0 0 Adjustments 0 Glazing Total 6525 100.0 Component Btuh/f:2 Btuh %of load Walls 0.9 156 1.4 Other, Glazing 43.0 6023 56.1 Doors 0 0 0 Ceilings 1.8 463 4.3 Internal Gains Floors 0 0 0 Infiltration 0.5 138 1.3 Ducts 0 0 ventilation 0 0 Glazing Internal gains 3960 36.9 Blower 0 0 Adjustments 0 Ceilings Total 10740 100.0 Latent Cooling Load=1432 Btuh Overall U-value=0.170 Btuh/ft2--°F, Window/FloorArea=53.2% WARNING:window to floor area ratio=53.2%-more than 25%. Bolc0talic values have been manually overridden t _rk wrightsoft- 2026-Apr-21 14:24:11 - Right-Sute®Uriversal 2025 25.0.04 RSU54447 Page 9 s\38015 Orient Main Rd138015 Orient Main Rd.np Calc=MJB Front Door faces:N Building Analysis Job: 38015-MR Res - wrightsoft, PU 6 By: FIR Kolb Mechanical 11500 Old Sound Ave.,MattiWdc,NY 11957 Phone:(631)298-5527 Ermil:ido@kolbrmcharical.com -project • • For: 38015-MR Residence 38015 Main Road,Orient, NY 11957 ----Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD(OF) 58 18 Latitude: 420N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Daily range(OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ftz Btuh %of load Walls 2.5 2312 82.0 Floors Glazing 0 0 0 Doors 0 0 0 Ceilings 0 0 0 Floors 0.8 508 18.0 Infiltration 0 0 0 Ducts 0 0 Piping 0 0 Humidification 0 0 Mentilation 0 0 Adjustments 0 wails Total 2820 100.0 • • Component Btuh/ftz Btuh %of load Walls 0 0 0 Glazing 0 0 0 Doors 0 0 0 Ceilings 0 0 0 Floors 0 0 0 Infiltration 0 0 0 Ducts 0 0 Mentilation 0 0 Internal gains 5560 100.0 Blower 0 0 Adjustments 0 Total 1 1 55601 100.0 Latent Cooling Load=4420 Btuh Overall U-value=0.031 Btuh/ftl--°F, Window/FloorArea=0.0% WARNING:window to floor area ratio=0.0%-less than 5%. BoWtalic values have been manually overridden _rk wrightsoft- 2026-Apr-2114:24:11 °.••..•...� RighPage t-Suite®Universal 10� s198015 Orient Main Rd\38015 Orient Main Rd.r p Calc=MJ8 Front Door faces: N Building Analysis Job: 38015-MR Res wrightsoft, PU By: FR Kolb Mechanical 11500 Old Sand Ave.,Matlihxk,NY 11957 Phone:(631)298-5527 Email:info@kolbmecharical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Design Conditions Location: Indoor: Heating Cooling Suffolk CountyAFB,NY,US Indoor temperature(T) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Daily range(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft' Btuh %of load Walls 2.5 2357 74.8 Glazing 0 0 0 Floors Doors 0 0 0 Ceilings 1.9 19 0.6 Floors 0.8 776 24.6 Infiltration 0 0 0 _ Other Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 walls ill Adjustments 0 Total 3152 100.0 Component Btuh/ft' Btuh %of load Walls 0 0 0 Other Glazing 0 0 0 Doors 0 0 0 Ceilings 1.8 18 0.2 Floors 0 0 0 Infiltration 0 0 0 Ducts 0 0 Mentilation 0 0 Internal gains 11420 99.8 Blower 0 0 Adjustments 0 0 Total 1 1 114381 100.0 Internal Gains Latent Cooling Load=7600 Btuh Overall U-value=0.028 Btuh/ft2--°F, Window/FloorArea=0.0% WARNING:window to floor area ratio=0.0%-less than 5%. BolrURallc values have been manually overridden wriQhtsoft' 2026-Apr-21 14:24:11 ^•^,.. 1-1--,1........... Right-SuteO Universal 202525.0.04RSU54447 Page11 ^ ` ...s\98015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Frort Door faces:N -�- wrightsoft® Project Summary J 38015 mR Res Date: Enure House By: FR Kolb Mechanical 11500 Old Souxl Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com • ect Information For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 66 OF Inside db 72 OF Design TD 54 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 96813 Btuh Structure 173540 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 96813 Btuh Use manufacturer's data n Rate/swingg multipplier 0.95 Infiltration Equipmentsensibleload 164863 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 61750 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling Area(ftz) 7335 7335 Equipment latent load 61750 Btuh Volume(ft') 51777 51777 Air changes/hour 0.30 0.15 Equipment Total Load(Sen+Lat) 226613 Btuh Equiv AVF(cfm) 262 129 Req.total capacity at 0.70 SHR 19.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfrn Air flow factor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/rtalic values have been manually ovemdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wriightsoft® 2026-Apr-2114:24:11 Right SdteO Universal 2025 25.0.04 RSU54447 Page 1 ACCK s138015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N Project Summary Date: b: 38015-MR Res -�+ wrightsoft® AHU 1 By: FR Kolb Mechanical 11500 Old Soul Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Eniail:irfo@kolbmechardcal.com Proiect Information For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18426 Btuh Structure 30408 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18426 Btuh Use manufacturer's data n Rate/swin multipplier 0.95 Infiltration Equipmen�sensibleload 28888 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 11863 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(fh2) 985 985 Equipment latent load 11863 Btuh Volume(ft') 8865 8865 Air changes/hour 0.33 0.16 Equipment Total Load(Sen+Lat) 40751 Btuh Equiv.AVF(cfm) 49 24 Req.total capacity at 0.70 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM048-1 CSN*****A Cond SM048-1 CSN*****A AHRI ref 217351676 Coil FT5ANBC48 AHRI ref 217351676 Efficiency 4.9 COP Efficiency 26.41 EER Heating Input 45200 Btuh Sensible cooling 38673 Btuh Heating output 45200 Btuh Latent cooling 16574 Btuh Temperature rise 22 OF Total cooling 55247 Btuh Actual airflow 1842 cfm Actual airflow 1842 cfm Air flowfactor 0.100 cfm/Btuh Airflowfactor 0.061 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.72 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Bold/rtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft® 2026-Apr-21 14:24:11 ^M* ••^^•-• - Right-Srrite0llniversal202525.0.04RSU54447 Paget ..M38015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N Project Summary D b: 38015-MR Res - wrightsoft® AHU 2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Ma@ituck,W 11957 Phone:(631)298-5527 Email:info@kolbmechaNcal.com Project Information For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58. OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16737 Btuh Structure 23759 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16737 Btuh Use manufacturer's data n Rate/swin multiplier 0.95 Infiltration Equipmen sensible load 22571 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 10859 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 984 984 Equipment latent load 10859 Btuh Volume(ft3) 8856 8856 Air changes/hour 0.25 0.12 Equipment Total Load(Sen+l at) 33431 Btuh Equiv AVF(cfm) 37 18 Req.total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM036-lCSN*****A Cond SM036-1CSN*****A AHRI ref 217351682 Coil FT5ANBC36 AHRI ref 217351682 Efficiency 5 COP Efficiency 24.53 EER Heating input 38800 Btuh Sensible cooling 29333 Btuh Heating output 38800 Btuh Latent cooling 12571 Btuh Temperature rise 25 OF Total cooling 41904 Btuh Actual airflow 1397 cfm Actual airflow 1397 cfm Airflowfactor 0.083 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.69 Capacity balance point=-95 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Boldlrtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Orf- wrightsoft- 2026-Apr-21 14:24:11 '� •M.•.•o^ ..•v, - ^w^ Right-Sate®Universal 2025 25.0.04 RSU54447 Page 3 �CA ...s138015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N Project Summary Job: 38015-MR Res -�- wrightsofto AHU 3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mal ituck,NY 11957 Phone:(631)298-5527 Email:info@kolbmechanical.com Prpject Information For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13030 Btuh Structure 23091 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13030 Btuh Use manufacturer's data n Rate/swin multipplier 0.95 Infiltration Equipmenisensibleload 21936 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 9843 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 660 660 Equipment latent load 9843 Btuh Volume(ft) 5940 5940 Airchanges/hour 0.27 0.13 Equipment Total Load(Sen+Lat) 31779 Btuh Equiv.AVF(cfm) 27 13 Req.total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM036-1 CSN*****A Cond SM036-1 CSN*****A AHRI ref 217351682 Coil FT5ANBC36 AHRI ref 217351682 Efficiency 5 COP Efficiency 24.53 EER Heating input 38800 Btuh Sensible cooling 29333 Btuh Heating output 38800 Btuh Latent cooling 12571 Btuh Temperature rise 25 OF Total cooling 41904 Btuh Actual airflow 1397 cfm Actual airflow 1397 tfrn Airflowfactor 0.107 cfmBtuh Airflowfactor 0.060 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.70 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Boldrrtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ -F- wrigF%tsoft- 2026-Apr-21 14:24:11 ACCK Right-Suite®Unlversal 2025 25.0.04 RSU54447 Page 4 M38015 Orient Main Rd\98015 Orient Main Rd.rup Calc=MJ8 Front Door faces: N Project Summary Job: 38015-MR Res - 1- wrightsoft, PU 1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Infotmation Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 33 OF Inside db 72 OF Design TD 21 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 6447 Btuh Structure 26114 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 6447 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 24808 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 8709 Btuh Ducts 0 Btuh Central vent(0 cfrn) 0 Btuh Heating Cooling Area(ftz) 876 876 Equipment latent load 8709 Btuh Volume(f?) 7884 7884 Airchanges/hour 0.21 0.10 Equipment Total Load(Sen+Lat) 33518 Btuh Equiv.AVF(cfm) 27 14 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SM048-1VT/HZN-*****A Cond SM048-1VT/HZW*****A AHRI ref 217212111 Coil AHRI ref 217212111 Efficiency 5 COP Efficiency 24.86 EER . Heating input 47500 Btuh Sensible cooling 38673 Btuh Heating output 47500 Btuh Latentcooling 16574 Btuh Temperature rise 24 OF Total cooling 55247 Btuh Actual airflow 1842 cfm Actual airflow 1842 cfm Air flow factor 0.286 cfm/Btuh Air flow factor 0.071 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Boleltalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Ad- wrightsoft- 2026-Apr-21 14:24:11 '�- M„•,• • - �- Right-Sdte®Un versa)2025 25.0.04 RSU54447 Page 5 J4M A ...s\38015 Orient Main Rd�38015 Orient Main Rd.rup Calc=MJ8 Front Door faces: N Project Summary Job: 38015-MR Res -�- wrightsoft® Date: PU 2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:irto@kolbmediadcal.com • ect Information For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 10469 Btuh Structure 11737 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10469 Btuh Use manufacturer's data n Rate/swin multipplier 0.95 Infiltration EquipmenIsensibleload 11150 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2450 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 633 633 Equipment latent load 2450 Btuh Volume(ft3) 5697 5697 Air changes/hour 0.51 0.25 Equipment Total Load(Sen+Lat) 13600 Btuh Equiv.AVF(cfm) 48 24 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV018-1VT/HZW*****A Cond SV018-1VT/HZN-*****A AHRI ref 215224688 Coil AHRI ref 215224688 Efficiency 4.4 COP Efficiency 26.52 EER Heating Input 17700 Btuh Sensible cooling 15323 Btuh Heating output 17700 Btuh Latent cooling 6567 Btuh Temperature rise 22 OF Total cooling 21890 Btuh Actual airflow 730 cfm Actual airflow 730 cfrn Air flow factor 0.070 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=-51 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Boldlrtalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -P� wrightsoft® 2026-Apr-2114:24:11 °M ^^ - ^^^ Right-Slate®Udversal 2025 25.0.04 RSU54447 Page 6 ACCA s\38015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Frond Door faces:N Project Summary Job: 38015-MR Res - wrightsoft, PU 3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:irdo@kolbmechadcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10951 Btuh Structure 22773 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 10951 Btuh Use manufacturer's data n Rate/swin multiplier 0.95 Infiltration Equipment sensible load 21634 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1788 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 776 776 Equipment latent load 1788 Btuh Volume(fP) 6984 6984 Airchanges/hour 0.20 0.10 Equipment Total Load(Sen+Lat) 23422 Btuh Equiv.AVF(cfm) 24 12 Req.total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary . Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV024-lVT/HZC- ***A Cond SV024-1VT/HZC-*****A AHRI ref 215224691 Coil AHRI ref 215224691 Efficiency 4 COP Efficiency 25.42 EER Heating Input 23000 Btuh Sensible cooling 18971 Btuh Heating output 23000 Btuh Latentcooling 8131 Btuh Temperature rise 23 OF Total cooling 27102 Btuh Actual airflow 903 clim Actual airflow 903 cfm Air flow factor 0.082 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.93 Capacity balance point=-80 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Boldlrtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ _rk wrightsoft- 2026-Apr-21 14:24:11 ACCI� aM.••A•, Mµ,,omp•, Right-Srute9Ur1versal202525.0.04RSU54447 Page W8015OrientMainRdW015OrientMainRd.rup Calc=MJ8 Front Door faces:N Pr 4 ct Summary Job: 38015-MR Res 1- wrightsoft® v7 By: FR Kolb Mechanical 11500 Old Souxl Ave.,Mattikrk,NY 11957 Phone:(631)298-5527 Email:irfo@kolbmededcal.com Project Inforimation For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8256 Btuh Structure 11701 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8256 Btuh Use manufacturer's data n Rate/swingg multipplier 0.95 Infiltration Equipmentsensibleload 11116 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2786 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 576 576 Equipment latent load 2786 Btuh Volume(ff3) 5184 5184 Airchanges/hour 0.41 0.20 Equipment Total Load(Sen+l at) 13902 Btuh Equiv AVF(cfm) 36 18 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV018-1 VT/HZN*****A Cond SV018-1 VTMZN*****A AHRI ref 215224688 Coil AHRI ref 215224688 Efficiency 4.4 COP Efficiency 26.52 EER Heating Input 17700 Btuh Sensible cooling 15323 Btuh Heating output 17700 Btuh Latentcooling 6567 Btdh Temperature rise 22 OF Total cooling 21890 Btuh Actual airflow 730 cfrn Actual airflow 730 dim Airflowfactor 0.088 cfrn/Btuh Airflowfactor 0.062 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.81 Capacity balance point=-83 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE BoWtalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- 2026-Apr-21 14:24:11 Right-SdteOUdversal202525.0.04RSU54447 Page s138015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N Project Summary J 38015-MR Res - wrightsofte PU 5 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:irdo@kolbmediaNcal.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 6525 Btuh Structure 10740 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 6525 Btuh Use manufacturer's data n Rate/swin multipplier 0.95 Infiltration Equipmenlsensibleload 10203 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1432 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 263 263 Equipment latent load 1432 Btuh Volume(ff3) 2367 2367 Airchanges/hour 0.36 0.18 Equipment Total Load(Sen+Lat) 11634 Btuh Equiv AVF(cf-n) 14 7 Req.total capacity at 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV018-1VT/HZN*****A Cond SV018-1VT/HZN-*****A AHRI ref 215224688 Coil AHRI ref 215224688 Efficiency 4.4 COP Efficiency 26.52 EER Heating input 17700 Btuh Sensible cooling 15323 Btuh Heating output 17700 Btuh Latent cooling 6567 Btuh Temperature rise 22 OF Total cooling 21890 Btuh Actual airflow 730 cfm Actual airflow 730 cfn Air flow factor 0.112 cfm/Btuh Air flow factor 0.068 cf n/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA-230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Bold/italic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrGghtsoft® 2026-Apr-21 14:24:11 �4CCA — ^^� Right-SuiteQDUNversal202525.0.04RSU54447 Page s\38015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces: N Project Summary Job: 38015-MR Res wrightsoft, PU 6 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:info@kolbmechanical.com --Proiect Information For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 2820 Btuh Structure 5560 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 2820 Btuh Use manufacturer's data n Rate/swingg multipplier 0.95 Infiltration Equipmentsensibleload 5282 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 4420 Btuh Ducts 0 Btuh Central vent(0 cf-n) 0 Btuh Heating Cooling Area(ftz) 626 626 Equipment latent load 4420 Btuh Volume(ft3) 0 0 Airchanges/hour 0 0 Equipment Total Load(Sen+Lat) 9702 Btuh Equiv.AVF(cfm) 0 0 Req.total capacity at 0.70 SHR 0.6 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV007-1VT/HZN*****A Cond SV007-1VT/HZW*****A AHRI ref 215224680 Coil AHRI ref 215224680 Efficiency 4.7 COP Efficiency 26.52 EER Heating Input 7000 Btuh Sensible cooling 5837 Btuh Heating output 7000 Btuh Latent cooling 2502 Btuh Temperature rise 23 OF Total cooling 8339 Btuh Actual airflow 278 cfm Actual airflow 278 cfrn Airflowfactor 0.099 cfrn/Btuh Airflowfactor 0.050 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.56 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Bo/d/Italic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft® 2026-Apr-2114:24:11 �m�• Right-Sdte®Universal 2025 25.0.04 RSU54447 Page 10 ACCk sWO15 Orient Main Rd\38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N - - wrightsoft® Project Summary Job: 38016-MR Res PU 7 By: FR Kolb Mechanical 11500 Old SoLnd Ave.,Mattibuck,NY 11957 Phone:(631)298-5527 Email:irffo@kolbmecharical.com Project • • For: 38015-MR Residence 38015 Main Road,Orient,NY 11957 Notes: Design Information Weather: Suffolk CountyAFB,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Ventilation Method MJ8 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 3152 Btuh Structure 11438 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 3152 Btuh Use manufacturer's data n Rate/swin multi pplier 0.95 Infiltration EquipmenRsensibleload 10866 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 7600 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 956 956 Equipment latent load 7600 Btuh Volume(fN) 0 0 Airchanges/hour 0 0 Equipment Total Load(Sen+Lat) 18466 Btuh Equiv.AVF(cfm) 0 0 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model SV018-1Vf/HZN*****A Cond SV018-1VT/HZN*****A AHRI ref 215224688 Coil AHRI ref 215224688 Efficiency 4.4 COP Efficiency 26.52 EER Heating Input 17700 Btuh Sensible cooling 15323 Btuh Heating output 17700 Btuh Latentcooling 6567 Btuh Temperature rise 22 OF Total.cooling 21890 Btuh Actual airflow 730 cfm Actual airflow 730 cfm Airflowfactor 0.232 cfin/Btuh Airflowfactor 0.064 cf-nBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.60 Capacity balance point=-99 OF Backup:Weil-McClain WEIL-MCLAIN ULTRA 230 Input=230000 Btuh, Output=207000 Btuh,94.1 AFUE Bold/italic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Ad- wriGhtsoft- 2026-Apr-21 14:24:11 Right-Suite®Unlversal202525.0.04 RSU54447 Page 11 fil.C.F� 9 M38015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Front Door faces: N - wrightsoft, Right-J®Worksheet Job: 38015-MR Res Entire House Date: Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:irdo@kolbmedianical.com 1 Room name Entire House PU 1 2 E>posed wall 838.0 ft 66.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 7335.0 ft2 876.0 ft2 Ty Construction U-value Or HTM Area (ft-) Load Area (fl2) Load number (Btuhlit2-°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 n 2.94 0.94 1458 646 1901 606 297 43 48 40 10B-w 0.600 n 34.80 12.78 32 0 1102 405 0 0 0 0 1 D-c2ow 0.570 n 33.06 20.97 261 0 8629 5473 0 0 0 0 1 D-c2owd 0.570 n 22.75 20.97 519 0 11812 10891 254 0 3040 5327 11 w 15B15-0vc-10 0.088 n 2A9 0.00 585 585 1459 0 0 0 0 0 12F-4sw 0.053 a 2.90 0.94 1377 1004 2911 942 90 90 100 84 1013-w 0.600 a 34.80 33.20 43 0 1491 1422 0 0 0 0 tj 1 Dc2ow 0.570 a 33.06 62.85 330 0 10899 20719 0 0 0 0 w 151315-Dm l0 0.088 a 2.49 0.00 297 297 741 0 0 0 0 0 w 12F-4sw 0.053 s 3.02 0.94 1458 886 2678 831 153 23 26 22 1013-w 0.600 s 34.80 19.38 30 0 1044 582 0 0 0 0 1 D-c2ow 0.570 s 27.10 34.51 460 0 12466 15876 130 0 1556 4487 1 D-c2oved 0.570 s 33.06 34.51 82 0 2711 2830 0 0 0 0 w 151315-0wo-10 0.088 $ 2.49 0.00 594 594 1481 0 0 0 0 0 w 12F-4sv 0.053 w 3.02 0.94 1377 1187 3532 1113 54 34 37 32 1 D-c2ow 0.570 w 30.54 62.85 170 0 5202 10705 20 0 243 1278 11DO 0.390 w 22.62 12.28 20 20 449 244 0 0 0 0 w 151315-0vvc-10 0.088 w 2A9 0.00 396 396 988 0 0 0 0 0 C 1613-30ad 0.032 - 1.86 1.76 2086 2086 3872 3671 0 0 0 0 C C partceiling, 0.033 - 1.41 1.84 2069 2069 2924 3799 876 876 614 1608 F 19A-30bs*p 0.034 - 1.26 0.51 676 .676 855 347 251 251 150 129 F 19A-30bsM 0.034 - 1.65 0.51 479 479 792 246 0 0 0 0 F 21 B-32w 0.014 - 0.81 0.00 1582 1582 1285 0 0 0 0 0 6 c)AED excursion 0 0 Envelope lossigain 81274 80703 5815 13006 12 a) Infiltration 15539 2557 632 268 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 46 10580 8 1840 Appliances(other 79700 11000 Subtotal(lines 6 to 13) 96813 173540 6447 26114 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 96813 173540 6447 26114 15 Ductloads 0% 0% 0 0 0% 0% 0 0 Total room load 96813 173540 6447 26114 Air required(dm) 10577 10577 1 1842 1842 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ Ad- Ri 2026-Apr-21 14:24:12 ACGP. ght-Srrite®Ur versa1202525.0.04RSU54447 Page M38015 Orient Main Rd\38015 Orient Main Rd.rup Calc=MJS Front Doorfaces:N - 1- wrightsoft° Right-JO Worksheet Job: 38015-MR Res Entire House Date: Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:irfo@kolbmechanical.com 1 Room name PU 2 PU 3 2 Eposed Hall 116.0 It 57.0 it 3 Room height 9.0 ft 9.0 It 4 Room dimensions 5 Room area 633.0 T 776.0 112 Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number (Btuh/ftz-'F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 n 2.94 0.94 378 293 902 275 72 72 221 68 1013-w 0.600 n 34.80 12.78 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 n 33.06 20.97 85 0 2799 1776 0 0 0 0 1 D-c2ovA 0.570 n 22.75 20.97 0 0 0 0 0 0 0 0 11 w 15B15-oHr-10 0.088 n 2.49 0.00 0 0 0 0 0 0 0 0 1217-4sw 0.053 a 2.90 0.94 342 313 962 294 414 191 588 179 106-w 0.600 a 34.80 33.20 12 0 418 398 0 0 0 0 1 D-c2ow 0.570 a 33.06 62.85 17 0 562 1068 223 0 7361 13994 w 151315-0Ho-10 0.088 a 2A9 0.00 0 0 0 0 0 0 0 0 w 12F-4sw 0.053 s 3.02 0.94, 153 153 470 144 0 0 0 0 1013-w 0.600 s 34.80 19.38 0 0 0 0 0 0 0 0 1 D-c2cw 0.570 s 27.10 34.51 0 0 0 0 0 0 0 0 1 D-c2cAd 0.570 s 33.06 34.51 0 0 0 0 0 0 0 0 w 15B15-Ovr-10 0.088 s 2.49 0.00 0 0 0 0 0 0 0 0 wI - 12174sw 0.053 w 3.02 0.94 171 171 526 160 27 27 83 25 1 D-c2cw 0.570 w 30.54 62.85 0 0 0 0 0 0 0 0 11 DO 0.390 w 22.62 12.28 0 0 0 0 0 0 0 0 w 151315-OHo-10 0.088 w 2.49 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 1.86 1.76 331 331 614 583 556 556 1032 979 C C partoeilinq, 0.033 1.41 1.84 2 2 3 3 0 0 0 0 F 19A-30bsHp 0.034 1.26 0.51 51 51 85 26 43 43 71 22 F 19A-30bW 0.034 1.65 0.51 37 37 62 19 53 53 88 27 F 21 13-32w 0.014 0.81 0.00 0 0 0 0 0 0 0 0 6 c)AED exarsion 0 2127 Envelope loss/gain 7403 4746 9445 17422 12 a) Infiltration 3066 471 1507 231- b) Room oentilation 0 0 0 0 13 Internal gains'. Occupants@ 230 4 920 4 920 Applianoestother 5600 4200 Subtotal(lines 6 to 13) 10469 11737 10951 22773 Less e#emalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10469 11737 10951 22773 15 Ductloads 0% 0% 0 0 0% 0% 0 0 Total room load 10469 11737 10951 22773 Air required(dm) 730 730 903 903 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrigF�tsoTt 2026-Apr-2114:24:12 Right-Sdte®Universal 2025 25.0.04 RSU54447 Page 2 s\38015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N +' wrightsofta Right-J®Worksheet Job: 38015-MR Res Entire House Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Maftituok,W 11957 Phone:(631)298-5527 Email:irdc@kolbmechadcal.com 1 Room name PU 4 PU 5 2 E>posed vvall 86.0 ft 34.0 ft 3 Room height 9.0 it 9.0 ft 4 Room dimensions 5 Room area 576.0 ft2 263.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load number (Btuh/ft2--°F) (Btuhflt2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ViV 1OB-w 0.600 n 4.80 2.78 0 0 0 0 0 0 0 0 �.�GG 106-w 0.600 n 34.80 12.78 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 n 33.06 20.97 0 0 0 0 0 0 0 0 1 D-c2ovvd 0.570 n 22.75 20.97 0 0 0 0 A 0 0 0 11 w 15B15-0vvo•10 0.088 n 2.49 0.00 0 0 0 0 0 0 0 0 12F4sw 0.053 a 2.90 0.94 252 217 667 204 0 0 0 0 1oB-w 0.600 a 34.80 33.20 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 a 33.06 62.85 35 0 1157 2200 0 0 0 0 w 15B15-Nc-10 0.088 a 2.49 0.00 0 0 0 0 0 0 0 0 w 12F-4sw 0.053 s 3.02 0.94 360 294 903 275 189 68 209 64 Li1OB-w 0.600 s 34.80 19.38 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 s 27.10 34.51 66 0 2193 2289 121 0 4000 4176 1 D-c2ovA 0.570 s 33.06 34.51 0 0 0 0 0 0 0 0 w 15B15-DAr-10 0.088 s 2.49 0.00 0 0 0 0 0 0 0 0 wI - 12F4sv 0.053 w 3.02 0.94 162 162 498 152 117 98 301 92 1 D-c2ow 0.570 w 30.54 62.85 0 0 0 0 19 0 628 1194 L2 11 DO 0.390 w 22.62 12.28 0 0 0 0 0 0 0 0 w 15B15-Ovr,10 0.088 w 2.49 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.86 1.76 276 276 512 486 263 263 488 463 C C part oeilinq, 0.033 1.41 1.84 8 8 16 15 0 0 0 0 F 19A-30bsAp 0.034 1.26 0.51 22 22 36, 11 0 0 0 0 F 19A-30bsw 0.034 1.65 0.51 0 0 0 0 0 0 0 0 F 21 B-32w 0.014 0.81 0.00 0 0 0 0 0 0 0 0 6 c)AED exausion 0 653 Envelopelosstgain 5983 5632 5627 6642 12 a) Infiltration 2273 349 899 138 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliancestother 4800 3500 Subtotal(lines 6 to 13) 8256 11701 6525 10740 Less edemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8256 11701 6525 10740 15 Ductloads 0% 0% 0 0 0% 0% 0 0 Total room load 8256 11701 6525 10740 Airrequired(cfm) 730 730 730 730 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r - wrigi�tsoft 2026-Apr-21 14:24:12 AC�A Right-SUteOUruversal 2025 25.0.04 RSU54447 Page 3 M38015 Orient Main Rd\38015 Orient Main Rd.rup Calc=MJ8 Frorl Door faces:N - 1- wrightsoftm Right-M Worksheet Job: 38016-MR Res Entire House Date: Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:irto@kolbmechartcel.com 1. Room name PU 6 PU 7 2 Fposedmall 103.0 ft 105.0 ft 3 Room height 9.0 ft 9.0 It 4 Room dimensions 5 Room area 626.0 ft' 956.0 W Ty Construction U-value Or HTM Area (ft') Load Area (ft� Load number (Btuh/ft;°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 VVVVNNNN 12F-4sw 0.053 n 2.94 0.94 0 0 0 0 0 0 0 0 1OB-w 0.600 n 34.80 12.78 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 n 33.06 20.97' 0 0 0 0 0 0 0 0 1 D-c2owd 0.570 n 22.75 20.97 0 0 0 0 0 0 0 0 11 W 15B15-DAo-10 0.088 n 2A9 0.00 234 234 584 0 351 351 875 0 W 12F-46w 0.053 a 2.90 0.94 0 0 0 0 0 0 0 0 L�-((,; 1OB-w 0.600 a 34.80 33.20 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 a 33.06 62.85 0 0 0 0 0 0 0 0 W 15B15-Owo•10 _ 0.088 a 2.49 0.00 261 261 651 0 36 36 90 0 W 12F-4sw, 0.053 s 3.62 0.94 0 0 0 0 0 0 " 0 0 1OB-w 0.600 s 34.80 19.38 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 s 27.10- 34.51 0 0 0 0 0 0 0 0 �( 1 D-c2ovLd 0.570 s 33.06 .. 34.51 0 0 0 . 0. 0 0 0 0 W 15615-Wo-10 0.088 s 2.49 0.00 270 270 673 0 324 324 808 0 WI 12F-4sw 0.053 w 3.02 0.94 0 0 0 0 0 0 0 0 L- 1 D-c2ow 0.570 w 30.54 62.85 0 0 0 0 0 0 0 0 LD 11 DO 0.390 w 22.62 1228 0 0 0 0 0 0 0 0 W 15B15-Owo-10 0.088 w 2.49 0.00 162 162 404 0 234 234 584 0 C 16B-30ad 0.032 - 1.86 . 1.76 0 0 0 0 0 0 0 0 C C part oeilinq, 0.033 1.41 1.84 0 0 0 0 10 10 19 18 F 19A-30bswp_ 0.034 - 1.26 0.51 0 0 0 , 0 0 0 0, 0 F 19A-30bswp 0.034 - 1.65 0.51 0 0 0 0 0 0 0 0 F 21 B-32w 0.014 - 0.81 0.00 626 626 508 0 956 956 776 0 6 c)AEDe)cursion 0 0 Envelope lossIgain 2820 0 3152 18 12 a) Infiltration 0 0 0 0 b) Room eentilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 4 920 Applianoes/other 5100 10500 Subtotal(lines 6 to 13) 2820 5560 3152 11438 Less external load 0 0 0 0 Less transrer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2820 5560 3152 11438 15 DUdloads 0% 0% 0 0 0% 0% 0 0 -7 Total room load 2820 5560 3152 11438 Air required(dm) 278 278 730 730 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rw wr➢ghtsoft 2026-Apr-2114:24:12 .4C�A Right-Sate®Universal 2025 25.0.04 RSU54447 Page 4 s'38015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N wrightsoft® Right-M Worksheet Jab: 38015-MR Res Entire House Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:info@kolbmechadcel.00m 1 Room name AHU 1 AHU 2 2 EVosedwall 118.0 ft 88.0 ft 3 Room height 9.0 It 9.0 It 4 Room dimensions 5 Room area 985.0 It, 984.0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number (Btuhff--°F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4snr 0.053 n 2.94 0.94 180 68 269 64 351 146 450 137 106-w 0.600 n 34.80 12.78 0 0 0 0 32 0 1102 405 1 D-c2ow 0.570 n 33.06 2.0.97 0 0 0 0 20 0 650 412 1 D-c2ovvd 0.570 n 22.75 20.97 112 0 3703 2349 153 0 5069 3216 11 W 15615-0vvC-10 0.088 n 2A9 0.00 0 0 0 0 0 0 0 0 12F-4sw 0.053 a 2.90 0.94 . 180 119 367 112 36 36 111 34 106-w 0.600 a 34.80 33.20 31 0 1073 1024 0 0 0 0 1 D-c2ow. 0.570 a 33.06' 62.85 30 0 981 1865 0 0 0 0 W 15B15-0vAr-10 0.088 a 2.49 obo 0 0 0 0 0 0 0 0 WI - 1217-4sw 0.053 s 3.02 0.94 324 242 ` 744 227 279 106 327 100 �--c� 10B-w 0.600 s 34.80 19.38 0 0 0 . 0 30 0 1044 582 �L--G-G 1 D-c2ow 0.570 s 27.10 34.51 0 0 0 0 143 0 4717 . 4924 1D-c2o%d 0.570 . s 33.06 34.51 82 0 ,2711 2830 0 0 0 0 W 15B15-Ovc,10 0.088 s 2.49 0.00 0 0 0 0 0 0 0 0 W 12F4sm 0.053 w 3.02 0.94 378 300 923 282 126 126 387 118 L21 D-c2ow 0.570 w 30.54 62.85 58 0 1917 3645 0 0 0 0 11DO 0.390 w 22.62 12.28 20 20 - 449 244 0 0 0 0 W 151315-0vr-10 0.088 w 2.49 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.86 1.76 0 0 '0 0 0 0 0 0 C C partoeilinq, 0.033 1.41 1.84 985 985 1907 1808 189 189 365 347 F 19A-30bsrop 0.034 1.26 0.51 196 196 324 100 114 114 189 59 F 19A-30bsrop 0.034 1.65 0.51 0 0 0 0 0 0 0 0 F 21 13-32w 0.014 - 0.81 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 530 Envelope loss/gain 15307 14549 14411 10862 12 a) Infiltration 3119 479 2326 357 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 6 1380 8 1840 Appliances/other 14000 10700 Subtotal(lines 6 to 13) 18426 30408 16737 23759 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18426 30408 16737 23759 15 Dud loads 0% 0%1 0 0 0% 0% 0 0 Total room load 18426 30408 16737 23759 Air required(dm) 1842 1842 1 1397 1397 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �� wrigF�tsoft 2026-Apr-21 14:24:12 ZcA Right-SLAte®Universal 2025 25.0.04 RSU54447 Page 5 M38015 Orient Main Rd138015 Orierd Main Rd.rup Calc=MJ8 From Door faces:N - wrightsoft® Right-.®Worksheet Job: 38015-MR Res Entire House Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:irdo@kolbmechaNcal.com 1 Room name AHU 3 2 E)posedwall 65.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 660.0 ft2 Ty Construction U-value Or HTM Area M Load Area Load number (Btuh/ftz--°F) (Btuhlftz) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 Vh12F-4sw 0.053 n 2.94 0.94 180 23 72 22 10B-w 0.600 n 34.80 12.78 0 0 0 0 1 D-c2ow 0.570 n 33.06 20.97 157 0 5179 3285 1 D-c2ovA 0.570 n 22.75 20.97 0 0 0 0 11 W 15615-0wa10 0.088 n 2A9 0.00 0 0 0 0 li12F-4sw 0.053 a 2.90 0.94 63 38 116 35 106-w 0.600 e, 34.80 33.20 0 0 0 0 1 D-c2ow 0.570 a 33.06 62.85 25 0 838 1592 W 15615-Ow-10 0.088 a 2A9 0.00 0 0 0 0 T�i12F-4sw 0.053 s 3.02 0:94 0 0 0 0 10B-w 0.600 s 34.80 19.38 0 0 0 0 1 D-c2ow 0.570 s 27.10 34.51 0 0 0 0 1 D-c2owd 0.570 s 33.06 34.51 0 0 0 0 W 15615-Owa10 0.088 s 2A9 0.00 0 0 0 0 WII[ �-, 12F-4sw 0,053 w 3.02 0.94 342 269 827 252 :j 1 D-tow 0.570 w 30.54 62.85 73 0 2413 4588 D 11DO 0.390 w 22.62 12.28 0 0 0 0 W 15615-OwG10 0.088 w 2A9 0.00 0 0 0 0 C 166-30ad 0.032 1.86 1.76 660 660 1225 1162 C C partceilinq, 0.033 1.41 1.84 0 0 0 0 F 19A-30bswp 0.034 1.26 0.51 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 388 388 643 199 F 21 B-32w 0.014 - 0.81 0.00 0 0 0 0 6 c)AED exarsion 471 Envelope loss/gain 11312 11607 12 a) Infiltration 1718 264 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Applianoeslother 10300 Subtotal(lines 6to13) 13030 23091 Less edemal load 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 13030 23091 15 Dud loads 0% 0% 0 0 Total room load 13030 23091 Air required(dm) 1397 1397 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wriigF�tsoTt 2026-Apr-21 14:24:12 --- Right-Sultee Universal 2025 25.0.04 RSU54447 Page ACCK s138015 Orient Main Rd138015 Orient Main Rd.rnp Calc=MJ8 Front Door faces:N +wrightsoft Right-J®Worksheet Job: 3801WR Res AHU 1 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Matfituck,W 11957 Phone:(631)298-5527 Email:irto@kolbmechadeal.com 1 Room name AHU 1 ZONE#1 2 Exposed wall 118.0 it 118.0 ft 3 Room height 9.0 it 9.0 It heat/cool 4 Room dimensions 1.0 x 985.0 ft 5 Room area 985.0 ft' 985.0 ft' Ty Construction U-value Or HTM Area (n Load Area (itz) Load number (Btuh/ftz°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 v 12F4sw 0.053,;n 3.07 : 0.94 "180 68 209 64 180 68 209 64 1013-w 0.600 'n_ 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0:570 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2omd 0.570 'n 33.06 20.97 112 0 3703 2349 112 0 3703 2349 11 W 151315-Ov�oa10 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 del 12F-4svv 0053 a 3.07 0.94 ,180 119 367 . 112 180 119 367 112 I� 106-w 0.600 a 34.80 33.20 31 0 1073 1024 31 0 1073 1024 -GG 1 D-c2ow 0.570 a 33.06 62:85 _30 0 981 1865 30 0 981 1865 W 15B15-0vr_10 6.088 a 0.00 0.00 0 0 0, 0 0 0 0 0 W ' _12F4sw 0.053 s " 3.07 0.94 324 242 744 227 324 242 744 227 �-G 10B-w 0.600 ,s 0.00 0.00 0 0 6 0 0 0 0 0 II--GG 1D-c2ow 6570 s . aw : 0.00 0 0 0 0 0 "0 0 0 1 D-c2ov d 0.570 -,,s 33.06. :34.51. 82 0 2711 2830 82 0 - 2711 2830 W 151315-0vYG10 0.088 s 0.00 0.00 0 0 0 0 0 0 0 0 WII �-, 12F-4sw 0.053 w 3.07 0.94 378 300 923 ,' '282 378 300 923 282 � 1 D-c2ow 0.570 w 33:06 62.85 58 0 1917 3645 ! 58 0 1917 3645 D� 11 DO 0.390 w 22.62 12.28 20 20 '449 244 20 20 449 244 W 15B15-0v%r-10 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad. 0.032_ 0.00 0.00 0 10 0 0 . 0 -`0 0 110 C C_partceilinq, 0.033 1.94 1.814 985 985 11907 1808 _ 985 985 .1907 1808 IF 19A-30bsmp 0.034 - 1.65 0:5fi 196 196 324 100 196 106 324 100 F 19A-300svvp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21 13-32w . 0:014 0.00:'. 0.00 - 0 0 0 0 " 0 . 0 -0 0 6 c)AED excursion 0 0 Envelope loss/gain 15307 14549 15307 14549 12 a) Infiltration 3119 479 3119 479 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 6 1380 6 1380 Applianceslother 14000 14000 Subtotal(lines 6 to 13) 18426 30408 18426 30408 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18426 30408 18426 30408 15 Ductload5 0% 0% 0 0 -0% 0% 0 0 Total room load 18426 30408 18426 30408 Air required(dm) 1842 1842 1842 1842 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -rE+- wrightsoTt 2026-Apr-21 14:24:12 �4C�A Right-Sprite®Udversal202525.0.04RSU54447 Page s138015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:-N - wrightsoft, Right-J®Worksheet Job: 38015-MR Res AHU 2 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:irfo@kolbmecharecal.com 1 Room name AHU 2 ZONE#3 2 Eposed v✓all 88.0 It 88.0 ft 3 Room height 9.0 ft 9.0 ft heaVcool 4 Room dimensions 1.0 x 984.0 ft 5 Room area 984.0 ft2 964.0 ftz Ty Construction U-value Or HTM Area (ft) Load Area Load number (Btuh/ft;°F) (Btuh/fF) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 n 3.07 0.94 351 146 450 137 351 146 450 137 10B-W 0.600 n 34.80 12.78 32 0 1102 405 32 0 1102 405 1 D-c2ow 0.570 n 33.06 20.97 20 0 650 412 20 0 650 412 1 D-c2c%d 0.570 n 33.06 20.97 153 0 5069 3216 153 0 5069 3216 11 w 15B15-Ovvo-10 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 W, 12F-4sw 0.053 a 3.07 0.94 36 36 111 34 36 36 111 34 I�-CGI 10B-w 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 a 0.00 0.00 0 0 0 0 0 0 0 0 w 151315-Ovva10 0.088 a 0.00 0.00 0 0 0 0 0 0 0 0 w 1217-4sw 0.053 s 3.07 0.94 279 106 327 100 279 106 327 100 1013-w 0.600 s 34.80 19.38 30 0 1044 582 30 0 1044 582 n--G 1 D-c2ow 0.570 s 33.06 34.51 143 0 4717 4924 143 0 4717 4924 III�--GGGG 1 D-c2ov�d 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 w 151315-0v-10 0,088 s 0.00 0.00 0 0 0 0 0 0 0 0 w 1217-4sw 0,053 w 3.07 0.94 126 126 387 118 126 126 387 118 1 D-c2ow 0.570 w 0.00 0.00 0 0 0 0 0 0 0 0 11DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 w 151B15-0vvo-10 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.00 0.00 0 0 .0 0 0 0 0 0 C C partceilinp, 0.033 1.94 1.84 189 189 365 347 189 189 365 347 F 19A-30bswp 0.034 1.65 0.51 114 114 189 59 114 114 189 59 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21 B-32w 0.014 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 530 530 Envelope loss(gain 14411 10862 14411 10862 12 a) Infiltration 2326 357 2326 357 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants @ 230 8 1840 8 1840 Applianceslother 10700 10700 Subtotal(lines 6 to 13) 16737 23759 16737 23759 Less extemalload 0 0 0 0 Less transrer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16737 23759 16737 23759 15 Ductloads 0% 0% 0 0 0% 0% 0 0 .7 Total room load 16737 23759 16737 23759 Air required(dm) 1397 1397 1397 1397 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrigF�tsoft 2026-Apr-2114:24:12 ACCP. Right-SuiteO Universal 2025 25.0.04 RSU54447 Page 8 s138015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N +�+wrightsoft® Right-JI®Worksheet Job: 38015-MR Res AHU 3 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Matiituck,W 11957 Phone:(631)298-5527 Email:ir>fo@kolbmechadcal.com 1 Room name AHU 3 ZONEW 2 E)posed wall 65.0 ft 65.0 it 3 Room height 9.0 It 9.0 it heat/000l 4 Room dimensions .1.0 x 660.0 ft 5 Room area 660.0 ftz 660.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (T) Load number (Btuh/ft;°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-49w 0.053 n 3.07 0.94 180 23 72 22 180 23 72 22' G 106 w 0.600 n 0.00 0.00 A 0 0 :M, 0 "- 0 "0 0 0 IE-GG 1 D-c2ow 0,570 n 33.06 20.97 157 0 5179 3285 157 0 5179 3285' 1 D-c2ov d 0.570 n 0.00 0.00 0 0 6 0 0 0 0 0 11 W 151315-0wo-10 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 U1J. 12F-4sw - 0.053 a 3.07 0.94 63 38 116 35 63 38 116 35 10B-w 0.600 a 0.00 0.00 0 0 % 0 VL0 0 0 0 1 D-c2ow 0.570 a 33.06 62.8.5 25 0 838. 1592 ,• 25 0 838 1592, W 15B15-0,A -16 0.668 a 0.00 0.00 0 6 0 0 0 0 0 0 W' 12F-4sw 0:053 s 0.00 0.00 " 0 0 0 0 0 0 0 0 10B-w 0.600 s 0.00 0.00, 0 0 0 .0 _ 0 6 0 0 1 D-c2ow 0.570 s 0.00 . 0.00 0 0 0 0 0 0 0 0 1 D-c2ovvd 0.5701 s. 0.00 0.00 0 0 0 0 0 0 0 0 W 15B15-Ov,-10 0.088 s 0.00 0.00 0 0 0 0 0 0 0 0 WII _ 12F-4sw 0.053 w 3.07.. 0.94 342 269 827 252 ' 342 269 827 " ' 252 I-G 1 D=c2ow 0.570 " w. 33.06 62.85 73 0 2413 4588 73, '0 2413 4588 L D 11DO 0'390 w 0.00 0.00.1 0 0 0 0 o 0 0 W 151B15-fto-10 0.088 .w 0.00 0.00 0 0 0 0 0 0 0 0 C 161B-30ad 0.032 _ 1.86 1.76 660,- 660 1225 1162 660 660 1225, 1162 C C partceilinq, 0.033 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bSW 0.034 - 0.00 0.00. 0 "" 0 0 0, . 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 388 388 643 199 388 388 643 199 F 21 B-32w 0.014 0.00, 0.00 0 0 0 r 0 0 0 0 0 6 c)AED excursion 471 471 Envelope loss(gain 11312 11607 11312 11607 12 a) Infiltration 1718 264 1718 264 b) Room%entilation 0 0 0 0 13 Internal gains: Oocupants @ 230 4 920 4 920 Appliancestother 10300 10300 Subtotal(lines 6 to 13) 13030 23091 13030 23091 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13030 23091 13030 23091 15 Ductloads 0% 1 0% 0 0 -0% 0% 0 0 Total room load 13030 23091 13030 23091 Air required(dm) 13971 13971 1397 1397 Calculations approved bVACCAto meet all requirements of Manual J 8th Ed. wrigFwtsoft 2026-Apr-21 14:24:12 Right Sdte®Universal 2025 26.0.04 RSU54447 Page 9 M38015 Orient Main RM38015 Orient Main Rd.np Calc=MJS Front Door faces:N - - wrightsoft Right-JO Worksheet Job: 380154VIR Res PU 1 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Matfituck,NY 11957 Phone:(631)298-5527 Email:irto@kolbmechadcal.com 1 Room name PU 1 ZONE#2 2 Exposed wall 66.0 ft 66.0 ft 3 Room height 9.0 It 9.0 ft heatl000l 4 Room dimensions 1.0 x 876.0 It 5 Room area 876.0 ft2 876.0 ft2 Ty Construction U-value Or HTM Area (f[2) Load Area (ft2) Load number (Btuh/@2--°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 n 1.11 0.94 297 43 48 40 297 43 48 40 106-w 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ov&d 0.570 n 11.97 20.97 254 0 3040 5327 254 0 3040 5327 11 w 151315-Ov-10 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 V�✓ 12F-4sw 0.053 a 1.11 0.94 90 90 100 84 90 90 100 84 I{_-G 1013-w 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 a 0.00 0.00 0 0 0 0 0 0 0 0 w 15615-0wo-10 0.088 a 0.00 0.00 0 0 0 0 0 0 0 0 w 12F-4sw 0.053 s 1.11 0.94 153 23 26 22 153 23 26 22 1 OB-w 0.600 s 0.00 0.00 0, 0 0 0 0 0 0 0 1 D-c2ow 0.570 s 11.97 34.51 130 0 1556 4487 130 0 1556 4487 1D-c2ovd 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15615-0vm-10 0.088 s 0.00 0.00 0 0 0 0 0 0 0 0 Iw 12174sw 0.053 w 1.11 0.94 54 34 37 32 54 34 37 32 1 D-c2ow 0.570 w 11.97 62.85 20 0 243 1278 20 0 243 1278 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 w 15B15-0wo-10 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 C C partceilinq, 0.033 0.70 1.84 876 876 614 1608 876 876 614 1608 F 19A-30bswp 0.034 0.60 0.51 251 251 150 129 251 251 150 129 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21 B-32w 0.014 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED exarsion 0 0 Envelope losslgain 5315 13006 5815 13006 12 a) Infiltration 632 268 632 268 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupants @ 230 8 1840 8 1840 Appliances/other 11000 11000 Subtotal(lines 6 to 13) 6447 26114 6447 26114 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6447 26114 6447 26114 15 Duct loads 1 0% 0% 0 0 -0% 0% 0 0 Total room load 6447 26114 6447 26114 Air required(cfm) 1 1842 1842 1 1842 1842 Calculations approved bVACCAto meet all requirements of Manual J 8th Ed. -*- 2026-Apr-21 14:24:12 Right-State®Universal 2025 25.0.04 RSU54447 page 10 s138015 Orient Main Rdt38015 Orierd Main Rd.rup Calc=MJ8 Front Door faces:N -�- wrightsoft® Right-M Worksheet Job: 38015-MR Res PU 2 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,MatUtuck,W 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com 1 Room name PU 2 ZONEA 2 E)posed wall 116.0 ft 67.0 it 3 Room height 9.0 It 9.0 ft heaU000l 4 Room dimensions 1.0 x 302.0 It 5 Room area 633.0 fN 302.0 ft' Ty Construcdion U-value Or HTM Area (T) Load Area (T) Load number (Btuhhl-'F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 n 3.07, 0.94 ;, 378 293 '002 ` "275 180 144 444 135 1OB-w 0.'600 n 0.00 0:00 0 0 0 0 0 0 . 0 0 1 D-c2ow 0.570 n 33.06 20.97 85 0 2799 1776 36 0 1179 748' 1 D-c2wd 0.570 n: 0.00 0.00 0 0 0 0 0 0 0 0 11 W 151315-Ovvc-10 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 v� 12F-4sw 0.653 a 3.07 0.941 31.42 313 962 294 171 151 464 142 -G 1013-w 0.600 a 34.80 33.20 12 0 418 . 398 12 0 418 398 1-G 1D-c2cw 0.570 =e 33.016 62.85 17 0 562 1068 8 0 264 503 W 15B15-0vr-10 0.088 a 0:00 0.00_ _ 0 0 0 0 0 0 0 0 W 12F4sw 0.053 s 3.07, 0.94 153 153 470 144'- 168 108 332 101. 1013. 0.600 s 0.00 0.00 ' 0 0 0 0 0 0 0 0 1D-c2cw 0.570 s 0.00 0.00 0 0 0 0 0 0 0 "0 1 D c2ovud 0.570 s 0.00 0.00 0 0 0 , 0 0 0, 0 0 W 151315.OAr-10 0.088 s _ 0.00 0.00 0 0 . 0 0 0 0 0 0 W 12F-4sw - 6.053 w 3.07 0.94. 171 171 526 160 --" " 144 144 443 135 LID1 D-c2bw 0.570 w 0.00 ' 0.00 0 0 0 1,10, 0 0 0 11 DO 0.390 w 0.00 0.00 0 0 . 6 0 0 O 0 0 W 15B15-Ovr,-10 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.86; 1.76 331 331 614 583 ` 0 0 0 0 C C partoeilinq, 0.033 1.94 1.84 2 2 3 3 2 2 3 3 F 19A-30bsvwp 0.034 - 1.65 � 0.51 51 51 ". 85 26' ,51' ` :.51 85 26 F_ 19A-300swg 0.034 1.65 0.51 37 37 62 19 0 0 0 0 F 21 B-32w 0.014 0.00 0.00 0 0 0 . 0 0 0 0 0 6 c)AED excursion 0 0 Ernelope lossIgain 7403 4746 3632 2192 12 a) Infiltration 3066 471 1771 272 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 4 920 2 460 Applianosslother 5600 3100 Subtotal(lines 6 to 13) 10469 11737 5402 6024 Less eQemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10469 11737 5402 6024 15 Ductloads 0% 0% 0 0 -0% 0% 0 0 Total room load 10469 11737 5402 6024 .Air required(dm) 730 730 In 374 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F}+- wrightsoft 2026-Apr-21 14:24:12 ACCP. Right Scete®Universal 2025 25.0.04 RSU54447 Page 11 ..08015 Orient Main RdO8015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N - wrightsoft® Right-J®Worksheet Job: 38015-MR Res PU 2 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituok,W 11957 Phone:(631)298-5527 Email:info@kolbmedvanical.cem 1 Room name ZONE#9 2 Exposed wall 49.0 ft 3 Room height 9.0 It heat/000l 4 Room dimensions 1.0 x 331.0 It 5 Room area 331.0 ft Ty Construction U-value Or HTM Area (f* Load Area Load number (Btuht -°F) (Btuhft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 AV 12F-4sw 0.053 n, 3.07 -0.94 198 149 458 140' 10134 0.600 n 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 n ` 33.06 20.97 49 0 1620 1028 1 D-c2o%nd 0.570 n 0.00 0.00 0 ., 0 0 0 11 W 15B15-0vvc-10 0.088 n 0.00 0.00 0 0 0 0 Ij12F-4sw 0.053 e' 3.07 0.94 171 162 ` 498 152, 1013-w 0.600 e' 34.80 33.20 0 01 0 0 1 D-c2ow 0.570 -e' 33.06 . 62.85 9 0 298 566 w 15B15-0vAa10 0.088 a 0.00 0.00 0 0 0 0 IW 12F13sw "0.053, s 3.07 0.94 45 45 138 '42 I--c� 10B-w 0.600 s 0.00 0.00 0 0 0 0: IL-_-GG 1 D-c2ow, 0.570 s 0.00' 0.00 0 0 0 0 1 D-Qov d 0.570 s 0.00 0.00 0 . 0 0 0 W 151315-0vo-10 0.088 s 0.00 0.00 0 0 0 0 W 12F-4sw 0.053 w' 3.07 0.94 27 27 83 25 1 D-c2ow 0.570 w 0.00 0.00 0 0 0 0 11 DO 0.390 w, 0.00 0.00 0 0 , 0 0 ' W 15B1 5-0vvc-1 0 0.088 w 0.00 0.00 0 0 0 0 C 1613730ad 0.032 = '1.86 1.76. "331 331 614 :,.' 583 C C partoeilinq,. 0.033 1.94 1.84 0 0 _ 0 0 F 19A-30bswp 0.034 1.65 0.51 0, 0 0 0 F 19A-30bswp 0.034 1.65 0.51 37 37 62 19 F 21S-32w_ 0.014 0.00 0.00 0 Q 0 0 6 c)AED excursion 0 Envelope loss/gain 3771 2554 12 a) Infiltration 1295 199 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliancesrother 2500 Subtotal(lines 6 to 13) 5066 5713 Less extemalload 0 0 Lesstransfer 0 0 Redistribution 0 0 14 Subtotal 5066 5713 15 Dud loads -0% 0% 0 0 Total room load 5066 5713 Airrequ1 red(clm) 353 355 Calculations approved WACCAto meet all requirements of Manual J 8th Ed. -4*- wrigF�tsolFt� 2026-Apr-2114:24:12 .4GCP. Right-Suite®Uruversal202625.0.04RSU54447 Page12 s*38015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N - wrightsoft, Right-J®Worksheet Job: 38015-MR Res PU 3 Date: Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck NY 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com 1 Room name PU 3 ZONE##5 2 Exposed wall 57.0 it 30.0 it 3 Room height 9.0 it 9.0 ft heattcool 4 Room dimensions 1.0 x 220.0 it 5 Room area 776.0 f 2 220.0 itz Ty Construction U-value Or HTM Area OF) Load Area (ft') Load number (Btuh/P--°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vh12F-4sw 0.053 n 3.07 0.94 72 72 221 68 36 36 111 34 106-w 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ov�d 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 11 w 15B15-0Ac,10 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 VL-G 12F-4sw 0.053 a 3.07 0.94 414 191 588 179 207 59 180 55 106-w 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 a 33.06 62.85 223 0 7361 13994 148 0 4904 9323 w 151315-0wo-10 0.088 a 0.00 0.00 0 0 0 0 0 0 0 0 w 1217-4sw 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 1013-w 0.600 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ov�d 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15B15-Dx-10 0.088 s 0.00 0.00 0 0 0 0 0 0 0 0 w 12F-4sw 0.053 w 3.07 0.94 27 27 83 25 27 27 83 25 [:- G 1 D-c2ow 0.570 w 0.00 0.00 0 0 0 0 0 0 0 0 -D 11DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 w 15615-0wo-10 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.86 1.76 556 556 1032 979 0 0 0 0 C C partceilinq, 0.033 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 43 43 71 22 43 43 71 22 F 19A-30bswp 0.034 1.65 0.51 53 53 88 27 0 0 0 0 F 21 B-32w 0.014 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 2127 1417 Envelope lossrgain 9445 17422 5349 10876 12 a) Infiltration 1507 231 793 122 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 4 920 2 460 Applianoesrother 4200 2500 Subtotal(lines 6 to 13) 10951 22773 6142 13958 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10951 22773 6142 13958 15 Ductloads 0% 0% 0 0 -0% 0% 0 0 Total room load 10951 22773 6142 13958 Air required(dm) 903 903 1 1 507 554 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wr➢gF�tsoTt� 2026-Apr-21 14:24:12 ACCP. Right-Stdte®Uruversa12025 25.0.04 RSU54447 Page 13 ...08015 Orient Main RdZ8015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N wrightsoft® Right-J®Worksheet Job: 38015-MR Res PU 3 Date: By: FR Kolb Mechanical 11500 Old Sand Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com 1 Room name ZONE#10 2 Exposedwall 27.0 ft 3 Room height 9.0 ft heat/000l 4 Room dimensions 1.0 x 556.0 ft 5 Room area 556.0 ft Ty Construction U-value Or HTM Area (ftz) Load Area Load number (Btuh/ft-'F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F- 0. n 3.0 0. 36 36 111 34 10B-w 0.600 600 n 0.000 0.0000 0 0 0 0 1 D-tow 0.570 n 0.00 0.00 0 0 0 0 1 D-c2ovvd 0.570 n 0.00 0.00 0 0 0 0 11 w 15B15-0%o-10 0.088 n 0.00 0.00 0 0 0 0 12F-4sw 0.053 a 3.07 0.94 207 133 408 124 106-w 0.600 a 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 a 33.06 62.85 74 0 2457 4672 w 151315-0vx-10 0.088 a 0.00 0.00 0 0 0 0 w 12F-4sw 0.053 s 0.00 0.00 0 0 0 0 II--� 1013-w 0.600 s 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 s 0.00 0.00 0 0 0 0 �LLL----GGGG 1 D-c2m%d 0.570 s 0.00 0.00 0 0 0 0 w 151315-0vvo-10 0.088 s 0.00 0.00 0 0 0 0 w 12F-4sw 0.053 w 3.07 0.94 0 0 0 0 I - 0 1 D-c2ow 0.570 w 0.00 0.00 0 0 0 0 11DO 0.39D w 0.00 0.00 0 0 0 0 w 151315-0vr-10 0.088 w 0.00 0.00 0 0 0 0 C 1613-30ad 0.032 1.86 1.76 556 556 1032 979 C C partceilinq, 0.033 0.00 0.00 0 0 0 0 F 19A-30bW 0.034 1.65 0.51 0 0 0 0 F 19A-30bsM 0.034 1.65 0,51 53 53 88 27 F 21 B-32w 0.014 0.00 0.00 0 0 0 0 6 c)AED excursion 710 Envelope lossIgain 4096 6546 12 a) Infiltration 714 110 b) Room ventilation 0 0 13 Internal gains: Oocupants@ 230 2 460 Appliances/other 1700 Subtotal(lines 6 to 13) 4809 8815 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 4809 8815 15 Ductloads -0% 0% 0 0 Total room load 4809 88157- Air required(dm) 397 350 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wrigF�tsoft 2026-Apr-21 14:24:12 A_Z A Right-SLiteOUriversal202525.0.04RSU54447 Page14 s138015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Front Door faces: N - wrightsoft® Right-M Worksheet Job: 38015-MR Res PU 4 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11957 Phone:(631)298-5527 Email:irfo@kolbmechadcal.com 1 Room name PU 4 ZONE#6 2 Exposed vvall 86.0 It 43.0 It 3 Room height 9.0 ft 9.0 ft heat/000l 4 Room dimensions 1.0 x 300.0 It 5 Room area 576.0 ft2 300.0 it2 Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (Btuh/itz--°F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 1OB-w 0.600 n 0.00 0.00 0 0 0 0: 0 0 0 0 1 D-c2ow 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ovvd 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 11 w 15B15-0vvc-10 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 12F4sw 0.053 a 3.07 0.94 252 217 667 204 126 104 321 98 10B-w 0.600 a 0.00 0.00 0 0 0 0 0 0 .0 0 1 D-c2ow 0.570 a 33.06 62.85 35 0 1157 2200 22 0 716 1362 w 15B15-0vo•10 0.088 a 0.00 0.00 0 0 0 0 0 0 0 0 wI 12F-4sw 0.053 s 3.07 0.94 360 294 903 275 180 153 471 144 1 OB-w 0.600 s 0.00" 0.00 0 0 0 0 0 0 0 0 ID-c2ow 0.570 s 33D6 34.51 66 0 2193 2289 27 0 882 920 1 D-c2oved 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15B15-Ovc-10 0.088 s 0.00 0.00 0 0 0 0 0 0 0 0 wI - 12F-4sw 0.053 w 3.07 0.94 162 162 498 152 81 81 249 76 -Ci 1 D-c2ow 0.570 w 0.00 0.00 0 0 0 0 0 0 0 0 r-D 11DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 w. 15B15-0w-10 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.86 1.76 276 276 512 486 0 0 0 0 C C partceilinq, 0.033 1.94 1.84 8 8 16 15 8 8 16 15 F 19A-30bswp 0.034 1.65 0.51 22 22 36 11 22 22 36 11 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21 B-32w 0.014 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0 -39 Envelope loss/gain 5983 5632 2691 2587 12 a) Infiltration 2273 349 1137 175 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 4800 3100 Subtotal(lines 6 to 13) 8256 11701 3828 6321 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8256 11701 3828 6321 15 Ductloads 0% 0% 0 0 -0% 0% 0 0 Total room load 8256 11701 3828 6321 Air required(dm) 730 7301 338 394 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�+- wrightsoft 2026-Apr-21 14:24:12 Right-Sute®Uruversa1202525.0.04RSU54447 ,,�� Page 15 ...s\38015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N - - wrightsoft, Right-J®Worksheet Job: 38016-MR Res PU 4 Date: Kolb Mechanical By: FIR 11500 Old Sound Ave.,Matfituc.K NY 11957 Phone:(631)298-5527 Email:irfo@koibmechanical.com 1 Room name ZONE#11 2 Exposed wall 43.0 ft 3 Room height 9.0 ft heaUcool 4 Room dimensions 1.0 x 276.0 ft 5 Room area 276.0 ftz Ty Construction U-value Or HTM Area OF) Load Area Load number (Btuh/ft;°F) (Btu or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 n 0.00 0.00 0 0 0 0 1015-w 0.600 n 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 n 0.00 0.00 0 0 0 0 1 D-t2oM 0.570 n 0.00 0.00 0 0 0 0 11 w 15B1 5-Ovvc-1 0 0.088 n 0.00 0.00 0 0 0 0 12F-4sw 0.053 a 3.07 0.94 126 113 346 106 1oB-w 0.600 a 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 a 33.06 62.85 13 0 441 838 w 15B15-Owo-10 0.088 a 0.00 0.00 0 0 0 0 w 12F-4sw 0.053 s 3.07 0.94 180 140 431 132 1OB-w 0.600 s 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 s 33.06 34.51 40 0 1311 1369 1 D-c2owd 0.570 s 0.00 0.00 0 0 0 0 w 15B15-Ovvc-10 0.088 s 0.00 0.00 0 0 0 0 w 12F-4sw 0.053 w 3.07 0.94 81 81 249 76 L- 1 D-c2ow 0.570 w 0.00 0.00 0 0 0 0 :2 11 DO 0.390 w 0.00 0.00 0 0 0 0 w 15B15-OHc-10 0.088 w 0.00 0.00 0 0 0 0 C 1613-30ad 0,032 1.86 1.76 276 276 512 486 C C partoeilinq, 0.033 1.94 1.84 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 F 21 B-32w 0.014 0.00 0.00 0 0 0 0 6 c)AED excursion 39 Envelope loss(gain 3291 3046 12 a) Infiltration 1137 175 b) Room ventilation 0 0 13 Internal gains: Occupants@ 230 2 460 Appliances/other 1700 Subtotal(lines 6 to 13) 4428 5380 Less e4emal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 4428 5380 15 Ductloads -0% 0% 0 0 Total room load 4428 5380 Air required(dm) 391 335 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -via- wrightsoft 2026-Apr-21 14:24:12 AC�P. Right-SuiteO Universal 202525.0.04RSU54447 pagel6 s138015 Orient Main Rd\38015 Orient Main Rd.rup Calc=MJ8 Frond Door faces:N -�- wrightsoft, Right-J®Worksheet Job: 38015-MR Res PU 5 Date: By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com 1 Room name PU 5 ZONE98 2 E)posed vaall 34.0 ft 34.0 It 3 Room height 9.0 ft 9.0 It heat/cool 4 Room dimensions 1.0 x 263.0 It 5 Room area 263.0 ft' 263.0 ftz Ty Construction U-malue Or HTM Area (ftz) Load Area M Load number (Btuh/ft;°F) (BtuhlfP) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat cool 6 1217-4sw 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ovvd 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 11 w 15615-0vr-10 0.088 n 0.00 0.00 0 0 0 0 0 0 0 0 W, 12F-4sw 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 I! CCI 106-w 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 a 0.00 0.00 0 0 0 0 0 0 0 0 w 15B15-0vna•10 0.088 a 0.00 0.00 0 0 0 0 0 0 0 0 w 12F-4sw 0.053 s 3.07 0.94 189 68 209 64 189 68 209 64 10B-w 0.600 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 s 33.06 34.51 121 0 4000 4176 121 0 4000 4176 1 D-c2ovd 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15B15-0vr,10 0.088 s 0.00 0.00 0 0 0 0 0 0 0 0 w 12FAsw 0.053 w 3.07 0.94 117 98 301 92 117 98 301 92 G 1 D-c2ow 0.570 w 33.06 62.85 19 0 628 1194 19 0 628 1194 D 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 w 1512115-0%c-10 0.088 w 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 1.86 1.76 263 263 488 463 263 263 488 .463 C C partceilinq, 0.033 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bs4p 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bsM 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21 B-32w 0.014 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 653 653 EmelopelossIgain 5627 6642 5627 6642 12 a) Infiltration 899 138 899 138 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances(other 3500 3500 Subtotal(lines 6 to 13) 6525 10740 6525 10740 Less e)demalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6525 10740 6525 10740 15 Ductloads 0% 0% 0 0 0% 0%1 0 0 Total room load 6525 10740 6525 10740 Air required(dm) 730 730 730 730 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigFftsoft� 2026-Apr-21 14:24:12 """"' "'"" Right-Suite®Unversal202525.0.04RSU54447 ACC,, Page 17 s138015 Orient Main Rd138015 Orient Main Rd.rup Calc=MJ8 Front Door Noes:N -�- wrightsoft' Right-JO Worksheet Jab: 38015-MR Res PU 6 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattitixk,W 11957 Phone:(631)298-5527 Email:irffo@kolbmechadcal.com 1 Room name PU 6 ZONE#12 2 Exposed wall 103.0 ft 103.0 ft 3 Room height 9.0 ft 9.0 ft heatbool 4 Room dimensions 1.0 x 626.0 ft 5 Room area 626.0 iF 626.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft--F) (Btu or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F4sw 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 108-w 0.600 n 0.00 0.00 0 0 0 0 0 0. 0 0 1 D-c2ow 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2omd 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 11 w 15B15-0+Ar,-10 0.088 n 2.49 0.00 234 234 584 0 234 234 584 0 W 12F-4sw 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 !L_�C 10B-w 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 a 0.00 0.00 0 0 0 0 0 0 0 0 w 15B15-Owo,10 0.088 a 2.49 0.00 261 261 651 0 261 261 651 0 w 1217-4sw 0.053 s 0.00 0.00 0 0 0 0 0 0 0 0 [E� 1OB-w 0.600 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2awd 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 w 15B15-0vta10 0.088 s 2.49 0.00 270 270 673 0 270 270 673 0 w 12F-4sw 0.053 w 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 w 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 w 151315-Ovr-10 0.088 w 2.49 0.00 162 162 404 0 162 162 404 0 C 1613-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 C C part oeilinq, 0.033 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bnp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bmp 0.034 - 0.00 0.00 0 0 0 0 0 0 0 0 F 21 B-32w 0.014 0.81 0.00 626 626 508 0 626 626 508 0 6 c)AED excursion 0 0 Envelope loss(gain 2820 0 2820 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 2 460 2 460 Applianoes/other 5100 5100 Subtotal(lines 6 to 13) 2820 5560 2820 5560 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2820 5560 2820 5560 15 Ductloads 0% 0% 0 0 -0% 0% 0 0 Total room load 2820 5560 2820 5560 Air required(dm) 278 278 278 278 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wriigF�tsoft 2026-Apr-2114:24:12 Right-Suite®Unlversal202525.0.04RSU54447 Page18 sW015 Orient Main Rd\38015 Orient Main Rd.rup Calc=MJ8 Front Door faces:N - 1- wrightsoft' Right-M Worksheet Job: 38015-MR Res PU 7 Date: By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,W 11957 Phone:(631)298-5527 Email:info@kolbmechadcal.com 1 Room name PU 7 ZONE#13 2 E)posed wall 105.0 it 105.0 It 3 Room height 9.0 it 9.0 ft heat/000l 4 Room dimensions 1.0 x 956.0 ft 5 Room area 956.0 112 956.0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number (Btuh/ft-F) (Btu hift) or perimeter (ft) (Biuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-4sw 0.053 n 0.00 0.00 0 0 0 0 0 0 0 0 1013-w 0.600 n 0.00 0.00 0 0 0 0 0 0 0; 0 1 D-c2ow 0.570 n 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2owd 0.570 n 0.00 0.00 0 0 0 -0 0 0 0 0 11 w 15B15-0vo-10 0.088 n 2.49 0.00 351 351 875 0 351 351 875 0 12F-4sw 0.053 a 0.00 0.00 0 0 0 0 0 0 0 0 1013-w 0.600 a 0.00 0.00 0 0 0 0 0 0 0 0 1 D-tow 0.570 e _ 0.00 0.00 0 0 0 0 0 0 _ 0` 0 w 15B15-0�10 0.088 a 2.49 0.00 36 36 90 0 36 36 90 0 12vhF-4sw 0.053 s 0.00 0.00 0 0 0 0 0 0 .0 0 10134 0.600 s 0.00 0.00 0 0 '0 0 0 0 0 0 1 D-tow 0.570 s 0.00 0.00 0 0 0 0 0 0 0 0 ���jjj 1 D-c2owd 0.570 s 0.00 0.00, 0 0 0 0 0 0 0 0 w 151315-DAC-10 0.088 s 2.49 0.00 324 324 808 0 324 324 808 0 wI 12F-4sw 0.053 w 0.00 0.00 0 0 . -0 0 0 0 0 0 ESI---(; 1 D-c2ow 0.570 w 0.06 0.00 0 0 0 "0 0 0 0 0 11DO 0.390 w 0.00 0.00 0 0 0 0 0 0 0 0 w 15B15-0vr-10 0.088 w 2.49 0.00 234 234 584 0 234 234 584 0 C 1613-30ad 0.032 0.00 0.00 0 0 0 0 0 0 0 0 C C partoeilinq, 0.033 1.94 1.84 10 10 19 18 10 10 19 18 F 19A-301mwp 0.034:: 0.00 .`. 0.00 .0 ,' 0 D 0. 0 0 0 0 F 19A-30bswp _ 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21 B-32w 0.014 0.81 0.00 956 956 776 0 956 956 776 0, 6 c)AED emersion 0 0 Envelope loss!gain 3152 18 3152 18 12 a) Infiltration 0 0 0 0 b) Room eentilation 0 0 0 0 13 Intemal gains: Oocupants @ 230 4 920 4 920 Applianoes/other 10500 10500 Subtotal(lines 6 to 13) 3152 11438 3152 11438 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3152 11438 3152 11438 15 Ductloads 0% 0% 0 0 -0% 0% 0 0 Total room load 3152 11438 3152 11438 Air required(dm) 730 730 7301 730 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft� 2026-Apr-2114:24:12 ACCl� Right-Sute®Uriversa1202525.0.04RSU54447 Page 19 s138015 Orient Main RM38015 Orient Main Rd.rup Calc=MJ8 Front Doorfaces:N N Basement GARAGE MECH.RM. ZONE#13 LF_ ZONE#12 MECH.RMA Job#: 38015-MR Res Kolb Mechanical Scale: 1 : 173 Performed by FR for: Page 1 38015-MR Residence 11500 Old Sound Ave. Right-Suite®Universal 2025 38015 Main Road Mattituck, NY 11957 25.0.04 RSU54447 Orient, NY 11957 Phone: (631)298-5527 2026-Apr-21 14:24:23 info@kolbmechanical.com ...Main Rd\38015 Orient Main Rd.rup N First FI ZONE#4 ZONE#2 .ZONE O ZONE#5 ZONE#t ZONE#5 II I 1 Job#: 38015-MR Res Kolb Mechanical Scale: 1 : 173 Performed by FR for: Page 2 38015-MR Residence 11500 Old Sound Ave. Right-Suite@ Universal 2025 38015 Main Road Mattituck, NY 11957 25.0.04 RSU54447 Orient, NY 11957 Phone: (631)298-5527 Main 202Rd\ Op5 Orient Main Rd.rup info@kolbmechanical.com N Second FI fr? k rt' ' tdi r °s ZONE#9 ,i Yam' t f�E2. ysC�w«E 1 4 wo: 1 v FW ZONE M10 -y 4 w ZONE#6 ZONE#11 Job#: 38015-MR Res Kolb Mechanical Scale: 1 : 173 Performed by FR for: Page 3 38015-MR Residence 11500 Old Sound Ave. Right-Suite®Universal 2025 38015 Main Road Mattituck, NY 11957 25.0.04 RSU54447 Orient, NY 11957 Phone: (631)298-5527 2026-Apr-21 14:24:23 info@kolbmechanical.com ...Main Rd\38015 Orient Main Rd.rup Mejia, Evelin From: Jennifer Cummings <jc@artisancai.com> Sent: Friday, May 30, 2025 2:25 PM To: Mejia, Evelin Subject: Re: 38015 Main Road - Permits 50181 &50182 Evelin, Please use this,email sa a=request to`extend perrrt#50181or=6 months, or let me know if I should send separately :) _ — The work for permit#50182 has not begun, can I mail the renewal check to your office? Jennifer Cummings ARTISAN CONSTRUCTION ASSOCIATES,INC 508 Main Rd. Unit 3 Riverhead,NY 11901 p. 1.631.808.3323 x1102 f. 1.631.808.3324 artisaneastend.com On May 30, 2025, at 2:16 PM, Mejia, Evelin<evelinm@southoldtownny.gov>wrote: Hello, Permit#50181 can receive a 6 month extension bringing the expiration date to 1/4/2026-all we need for this is a written request.This may be submitted via email. As for Permit#50182, 1 do not see that any our inspectors have gone out for this yet- has the work been started? IF the work has been started,this permit can receive the same 6 month extension. If not, it must be renewed.The total for this permit to be renewed if the work has not been started would be the total price of the original permit($400). Kind regards, Evelin Mejia Office Assistant Town Of Southold Building Department Annex Building 5.1375 Main Road P.O.Box 1179 Southold,NY 11971 (631)765-1802 From: Nunemaker,Amanda Sent: Friday, May 30,2025 12:54 PM To: Mejia, Evelin<evelinm@southoldtownny.gov>; Horton, LisaMarie 1 <lisa ma rieh @southoldtownny.gov> Subject: FW: 38015 Main Road- Permits 50181 &50182 Can one of you help her? Thanks Q From:Jennifer Cumming<ic@artisancai.com> Sent: Friday, May 30, 2025 12:07 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: 38015 Main Road- Permits 50181&50182 Good afternoon, Can you please let me know what we need to do in order to renew the attached 2 permits? Thank you, Jennifer Cummings ARTISAN CONSTRUCTION ASSOCIATES,INC 508 Main Rd. Unit 3 Riverhead,NY 11901 p. 1.631.808.3323 x1102 f. 1.631.808.3324 artisaneastend.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. <Main House Permit#50181.pdf><Pool Permit#50182.pdf; 2 Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C L Yaphank,New York 11980 (631)852-5700 OR HealthWWM(i�suffollicountvnv.%Io CERTIFICATION OF WELL WATER ANALYSIS MAY - 6 2026 This form must be submitted with all potable well water analyses(Form WWM-151)and signed by the analyzing laboratory's director or technical director.All water samples submitted,to,the Department of Health Services Office of Wastewater Management for regulatory Purposes Must be, collected by a properly trained sample collector and analyzed by a laboratory certified under the New York State Environmental Laboratory Approval Program (ELAP).Analyses must be submitted Within one year of the sampling date.This form must be completed in its entirety and must contain an original signature. Health Department Reference Number: Suffolk Tax Map#: Dist 1000 Sect(s) 15 Blk(s) 2 Lots(s) 15.8 Project Name or Address: 38015 MAIN ROAD, ORIENT Subdivision Name&Lot#: 15.8 Applicant's Name: ARTISAN CONSTRUCTION ASSOCIATES INC. SAMPLE'COLLECTION INFORMATION: Sample Date: 1/28/2026 Sample Collector: MIKE BASEL Sample Collector Employed By: Goldman Water Testing Collection Point: KITCHEN WALL SINK P(] Raw Water Treated Water If Treated,Indicate Type(s)of Treatment: Run Time: 20 (15-60 minutes) Pumping Rate: 5.0 Free Chlorine Residual: <0.I gpm prn Were all parameters listed on the back of this form included in this analysis? [N Yes ]No If not please indicate reason for partial sample: Are the results reported on Form WWM-151? [X Yes No WATER QUALITY: Laboratory Name and ELAP ID#: Long Island Analytical#11693 Check one: [X This sample does not exceed the drinking water Maximum Contaminant Levels(MCLs)and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code for the parameters analyzed. This sample exceeded one or more of the drinking water MCLs and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code of the parameters analyzed. Flag all parameters that exceed MCLs and/or Action Levels on Form WWM-151 To be sLoed by Laboratory Director or Laboratory Technical Director: I certify that this water sample was collected and analyzed in accordance with New York State ELAP approved methods and Suffblk County Department of Health Services Private Water Systems Standards. This sample may be used for regulatory purposes. Michael D Veraldi (Signature) (Print Name) 2113/2026 Laboratory Director (Date) (Title) WWM-150 (8/15) Analyte tResult Units NYSDOH Limit pH by Sampler 5.80 units Temperature @ pH in C 10.8 units Ammonia as N <2.00 mg/L n/a Specific Conductance 196.1 umhos/cm @ 25.Deg C n/a Surfactants(MBAS as calc LAS molwt 340) <0.10 mg/L n/a Total Hardness 39.3 mg/L CaCO3 Chloride 35.4 mg/L 250 Nitrate as N 0.576 mg/L 10 Nitrite as N <0.004 mg/L E.Coli Absent [blank] ABSENT Total Coliform Absent [blank] ABSENT Total Residual Chlorine by Sampler <0.100 mg/L 1,4-Dioxane <0.0700 ug/L 1 Perfluorooctanesulfonic Acid(PFOS) <2.00 ng/L 10 Perfluorooctanoic Acid (PFOA) <2.00 ng/L 10 Aldicarb <0.50 ug/L 3 Aldicarb Sulfone <0.70 ug/L 2 Aldicarb Sulfoxide <0.50 ug/L 4 Dacthal <1.00 ug/L 50 Calcium 10.3 mg/L n/a Iron 0.184 mg/L 0.3 Magnesium 3.28 mg/L n/a Arsenic <0.0014 mg/L .01 Cadmium <0.0010 mg/L .005 Chromium <0.0070 mg/L .1 Copper 0.197 mg/L 1.3 Lead <0.0030 mg/L .015 Manganese <0.0100 mg/L 0.3 Zinc 0.175 mg/L 5 1,1,1,2-Tetrachloroethane <0.50 ug/L 5 . 1,1,1-Trichloroethane <0.50 ug/L 5 1,1,2,2-Tetrachloroethane <0.50 ug/L 5 1,1,2-Trichloro-1,2,2-trifluoroethane <0.50 ug/L 5 1,1,2-Trichloroethane <0.50 ug/L 5 1,1-Dichloroethane <0.50 ug/L 5 1,1-Dichloroethene <0.50 ug/L 5 1,1-Dichloropropene <0.50 ug/L 5 1,2,3-Trichlorobenzene <0..50 ug/L 5 1,2,3-Trichloropropane <0.50 ug/L 5 1,2,4-Trichlorobenzene <0.50 ug/L 5 1,2,4-Trimethylbenzene <0.50 ug/L 5 1,2-Dichlorobenzene <0.50 ug/L 5 1,2-Dichloroethane <0.50 ug/L 5 1,2-Dichloropropane <0.50 ug/L 5 1,3,5-Trimethylbenzene <0.50 ug/L 5 1,3-Dichlorobenzene <0.50 ug/L 5 1,3-Dichloropropane <0.50 ug/L 5 1,4-Dichlorobenzene <0.50 ug/L 5 2,2-Dichloropropane <0.50 ug/L 5 2-Chlorotoluene <0.50 ug/L 5 4-Chlorotoluene <0.50 ug/L 5 4-Isopropyltoluene <0.50 ug/L 5 Benzene <0.50 ug/L 5 Bromobenzene <0.50 ug/L 5 Bromochloromethane <0.50 ug/L 5 Bromodichloromethane <0.50 ug/L 5 Bromoform <0.50 ug/L 5 Bromomethane <0.50 ug/L 5 Carbon Tetrachloride <0.50 ug/L 5 Chlorobenzene <0.50 ug/L 5 Chlorodifluoromethane <0.50 ug/L 5 Chloroethane <0.50 ug[L 5 Chloroform 0.81 ug/L 80 Chloromethane <0.50 ug/L 5 cis-1,2-Dichloroethene <0.50 ug/L 5 cis-1,3-Dichloropropene <0.50 ug/L 5 Dibromochloromethane <0.50 ug/L 5 Dibromomethane <0.50 ug/L 5 Dichlorodifluoromethane <0.50 ug/L 5 Ethylbenzene <0.50 ug/L 5 Hexachlorobutadiene <0.50 ug/L 5 Isopropylbenzene(Cumene) <0.50 ug/L 5 m,p-Xylenes <1.00 ug/L 5 Methyl Ethyl Ketone(2-Butanone) <10.0 ug/L 50 Methylene Chloride <1.00 ug/L 5 Methyl-tert-Butyl Ether <0.50 ug/L 10 Naphthalene <5.00 ug/L 50 n-Butylbenzene <0.50 ug/L 5 n-Propylbenzene <0.50 ug/L 5 o-Xylene <0.50 ug/L 5 sec-Butylbenzene <0.50 ug/L 5 Styrene <0.50 ug/L 5 tert-Butylbenzene <0.50 ug/L 5 Tetrachloroethene <0.50 ug/L 5 Tetrahydrofuran <10.0 ug/L 50 Toluene <0.50 ug/L 5 trans-1,2-Dichloroethene <0.50 ug/L 5 trans-1,3-Dichloropropene <0.50 ug/L 5 Trichloroethene <0.50 ug/L 5 Trichlorofluoromethane <0.50 ug/L 5 Vinyl chloride <0.50 ug/L 2 Page 1 of 7 LONG Laboratory Report ""S USEPA#NY01273 rc ISLAND CTDOH#PH-0284 64456 ImANALYTICALJDE# NY012 LABORATORIES INC. PADEP#68-2943 -0MORROws wwAcvncu SOLUTIONS MAW" LIAL# 6012819 February 12,2026 Goldman Water Testing Melanie Giordano 46950 County Rd 48 Southold, NY 11971 he: 121919 Artisan Construction Associates Inc 38015 Main Road Orient New York,11957 Dear Melanie Giordano, Enclosed please find the laboratory Analysis Report(s)for sample(s)received on January 28,2026. Long Island Analytical laboratories analyzed the samples on February 11,2026 for the following: SAMPLE ID ANALYSIS 401 M Kitchen Wall Sink County CO Test, EPA 515.3, EPA 531.2, PFAS Hazard Index, Total Hardness Samples received at 1.9 °C If you have any questions or require further information, please call at your convenience. Long Island Analytical Laboratories Inc. is a NELAP accredited laboratory.All reported results meet the requirements of the NELAP standards unless noted. Report shall not be reproduced except in full without the written approval of the laboratory. Results related only to items tested. Long Island Analytical Laboratories would like to thank you for the opportunity to be of service to you. Best Regards, Michael D.Veraldi Long Island Analytical Laboratories, Inc. Laboratory Technical Director Page 2 of 7 Client: Goldman Water Testing Location: 121919 Artisan Construction Associates Inc 38015 M Date Received: 01/28/2026 16:30 Client ID:401M Kitchen Wall Sink Date Sampled: 01/28/2026 10:40 Laboratory ID: 6012819-01 Matrix: Potable Water ELAP#11693 Analytical Method: Colisure Parameter Result Qualifier D.F.. Units Limit Analyzed E.Coli Absent 1 01/28/2026 17:49 Total Coliform Absent 1 01/28/2026 17:49 Analytical Method: EPA 120.1 (Rev. 1982) Parameter Result Quallfler D.F.. Units Limit Analyzed Specific Conductance 196.1 1 os/cm @ 25 M 01/29/2026 15:43 Analytical Method: EPA 300.0, Rev.2.1 (1993) Parameter Result Qualifler D.F.. Units Limit Analyzed Chloride 35.4 3.E 7 mg/L 250 01/30/2026 01:56 Nitrate as N 0.576 1 mg/L 10 01/29/2026 16:18 Nitrite as N <0.004 1 mg/L 1 01/29/2026 16:18 Analytical Method:pH by Sampler Parameter Result Qualifler D.F.. Units Limit Analyzed pH by Sampler 5.80 1 units 01/28/2026 10:40 Temperature @ pH in C 10.8 1 units 01/28/2026 10:40 Analytical Method:SM 21-23 5540C(-00) Parameter Result Qualifier D.F.. Units Limit Analyzed Surfactants(MBAS as calc LAS mol wt <0.10 1 mg/L 01/30/2026 16:57 340) Analytical Method:SM4500-NH3C Parameter Result Quallfier D.F.. Units Limit Analyzed Ammonia as N <2.00 3.E 1 mg/L 01/29/2026 16:37 Analytical Method:Total Residual Chlorine by Sampler Parameter Result Quallfler D.F.. Units Limit Analyzed Total Residual Chlorine by Sampler <0.100 1 mg/L 01/28/2026 10:40 Analytical Method: EPA 200.7,Rev.4.4(1994) Parameter Result Qualifler D.F.. Units Limit Analyzed Calcium 10.3 1 mg/L 02111/202614:18 Iron 0.184 1 mg/L 0.3 02/11/202614:18 Magnesium 3.28 1 mg/L 02/11/202614:18 �' ILG 'L*AL .a1. ' '$ 7��..C,1 f_'.,141FL r�'rJVr�v ...., m 1^i vJ@ki.fr3-rs i�_ Pt9 rSyr '. r.�p'i 11 1�7.....- .,:ai[�c.[Y.P1 .61Xi3c flC7W.GF.i"M'ki"" Pf,o.n•?. ,;E,+3.1 j +:7'�_3:,ao;o - Fria QEl 1y .1.?'2'-8505 I sxgid: LtG.L'sx'1.7.=,@in�:.eosce Page 3 of 7 Client: Goldman Water Testing Location: 121919 Artisan Construction Associates Inc 38015 M Date Received: 01/28/2026 16:30 Client ID:401M Kitchen Wall Sink Date Sampled: 01/28/2026 10:40 Laboratory ID: 6012819-01 Matrix: Potable Water ELAP#11693 Analytical Method: EPA 200.8, Rev.5.4 Parameter Result Qualifier D.F.. Units Limit Analyzed Arsenic <0.0014 1 mg/L 0.01 02/10/202612:47 Cadmium <0.0010 1 mg/L 0.005 02110/202612:47 Chromium <0.0070 1 mg/L 0.1 02/10/202612:47 Copper 0.197 4.0 1 mg/L 1.3 02/10/202612:47 Lead <0.0030 1 mg/L 0.015 02/10/202612:47 Manganese <0.0100 1 mg/L 0.3 02/10/202612:47 Zinc 0.175 1 mg/L 5 02/10/202612:47 Analytical Method: SM2340B-2011 Parameter Result Qualifler D.F.. Units Limit Analyzed Total Hardness 39.3 1 mg/L CaCO3 02/11/2026 14:18 &���2;.,�:tK3' � 1##�. i.ap �o-�air, l�rl�f • . Faoce�rcrca_ n�tp .�• �rt.�rA �i�e t F h an.a. +,1331 1'4.72-a'aGD Fax 0'L I -1721,FA 150 S !r: c,na W, L f1 A L+v'0.1abi n,:._mcn Page 4 of 7 Client: Goldman Water Testing Location: 121919 Artisan Construction Associates Inc 38015 M Date Received:01/28/2026 16:30 Client ID:401M Kitchen Wall Sink Date Sampled: 01/28/2026 10:40 Laboratory ID:6012819-01 Matrix: Potable Water ELAP#11693 Analytical Method: EPA 524.2 Parameter Result Qualifier D.F.. Units Limit Analyzed 1,1,1,2-Tetrachloroethane <0.50 1 ug/L 5 01/30/2026 23:34 1,1,1-Trichloroethane <0.50 1 ug/L 5 01/30/2026 23:34 1,1,2,2-Tetrachloroethane <0.50 1 ug/L 5 01/30/2026 23:34 1,1,2-Tdchloro-1,2,2-trifluoroethane <0.50 4.J,4.11 1 ug/L 5 01/30/2026 23:34 1,1,2-Trichloroethane <0.50 1 ug/L 5 01/30/2026 23:34 1,1-Dichloroethane <0.50 1 ug/L 5 01/30/2026 23:34 1,1-Dichloroethene <0.50 1 ug/L 5 01/30/2026 23:34 1,1-Dichloropropene <0.50 1 ug/L 5 01/30/2026 23:34 1,2,3-Tdchlorobenzene <0.50 1 ug/L 5 01/30/2026 23:34 1,2,3-Tdchloropropane <0.50 1 ug/L 5 01/30/2026 23:34 1,2,4-Tdchlorobenzene <0.50 1 ug/L 5 01/30/2026 23:34 1,2,4-Tdmethylbenzene <0.50 1 ug/L 5 01/30/2026 23:34 1,2-Dichlorobenzene <0.50 1 ug/L 5 01/30/2026 23:34 1,2-Dichloroethane <0.50 1 ug/L 5 01/30/2026 23:34 1,2-Dichloropropane <0.50 1 ug/L 5 01/30/2026 23:34 1,3,5-Tdmethylbenzene <0.50 1 ug/L 5 01/30/2026 23:34 1,3-Dichlorobenzene <0.50 1 ug/L 5 01/30/2026 23:34 1,3-Dichloropropane <0.50 1 ug/L 5 01/30/2026 23:34 1,4-Dichlorobenzene <0.50 1 ug/L 5 01/30/2026 23:34 2,2-Dichloropropane <0.50 1 ug/L 5 01/30/2026 23:34 2-Chlorotoluene <0.50 1 ug/L 5 01/30/2026 23:34 4-Chlorotoluene <0.50 1 ug/L 5 01/30/2026 23:34 4-Isopropyltoluene <0.50 1 ug/L 5 01/30/2026 23:34 Benzene <0.50 1 ug/L 5 01/30/2026 23:34 Bromobenzene <0.50 1 ug/L 5 01/30/2026 23:34 Bromochloromethane <0.50 1 ug/L 5 01/30/2026 23:34 Bromodichloromethane <0.50 1 ug/L 80 01/30/2026 23:34 Bromoform <0.50 1 ug/L 80 01/30/2026 23:34 Bromomethane <0.50 1 ug/L 5 01/30/2026 23:34 Carbon Tetrachloride <0.50 1 ug/L 5 01/30/2026 23:34 Chlorobenzene <0.50 1 ug/L 5 01/30/2026 23:34 Chlorodifluoromethane <0.50 4.J,4.R 1 ug/L 5 01/30/2026 23:34 Chloroethane <0.50 1 ug/L 5 01/30/2026 23:34 Chloroform 0.81 1 ug/L 80 01/30/2026 23:34 Chloromethane <0.50 1 ug/L 01/30/2026 23:34 cis-1,2-Dichloroethene <0.50 1 ug/L 5 01/30/2026 23:34 cis-1,3-Dichloropropene <0.50 1 ug/L 5 01/30/2026 23:34 Dibromochloromethane <0.50 1 ug/L 80 01/30/2026 23:34 Dibromomethane <0.50 1 ug/L 5 01/30/2026 23:34 Dichlorodifluoromethane <0.50 1 ug/L 5 01/30/2026 23:34 Ethylbenzene <0.50 1 ug/L 5 01/30/2026 23:34 Hexachlorobutadiene <0.50 1 ug/L 5 01/30/2026 23:34 Isopropylbenzene(Cumene) <0.50 1 ug/L 5 01/30/2026 23:34 m,p-Xylenes <1.00 1 ug/L 5 01/30/2026 23:34 Methyl Ethyl Ketone(2-Butanone) <10.0 4.J,4.R 1 ug/L 50 01/30/2026 23:34 Methylene Chloride <1.00 1 ug/L 5 01/30/2026 23:34 Methyl-tert-Butyl Ether <0.50 1 ug/L 10 01/30/2026 23:34 Naphthalene <5.00 1 ug/L 5 01/30/2026 23:34 n-Butylbenzene <0.50 1 ug/L 5 01/30/2026 23:34 LC440 .M-A&40 .+ etA:LY1PIFO.i4 L n.A��f��M�,T � 'f��_ t ry� e•�'a�R 37 r�„� iarer,rrs4z. r�a=.•v '�•r, ra i 9 r�•i Page 5 of 7 Client: Goldman Water Testing Location: 121919 Artisan Construction Associates Inc 38015 M Date Received: 01/28/2026 16:30 Client ID:401M Kitchen Wall Sink Date Sampled: 01/28/2026 10:40 Laboratory ID: 6012819-01 Matrix: Potable Water ELAP#11693 Analytical Method: EPA 524.2 Parameter Result Qualifier D.F.. Units Limit Analyzed n-Propylbenzene <0.50 1 ug/L 5 01/30/2026 23:34 o-Xylene <0.50 1 ug/L 5 01/30/2026 23:34 sec-Butylbenzene <0.50 1 ug/L 5 01/30/2026 23:34 Styrene <0.50 1 ug/L 5 01/30/2026 23:34 tert-Butylbenzene <0.50 1 ug/L 5 01/30/2026 23:34 Tetrachloroethene. <0.50 1 ug/L 5 01/30/2026 23:34 Tetrahydrofuran <10.0 4.K,4.S 1 ug/L 50 01/30/2026 23:34 Toluene <0.50 1 ug/L 5 01/30/2026 23:34 trans-1,2-Dichloroethene <0.50 1 ug/L 5 01/30/2026 23:34 •trans-1,3-Dichloropropene <0.50 1 ug/L 5 01/30/2026 23:34 Trichloroethene <0.50 1 ug/L 5 01/30/2026 23:34 Trichlorofluoromethane <0.50 1 ug/L 5 01/30/2026 23:34 Vinyl chloride <0.50 1 ug/L 2 01/30/2026 23:34 Surr: 1,2-Dichlorobenzene-d4 86% 1 %REC 70-130 01/30/2026 23:34 Surr:4-Bromofluorobenzene 84% 1 %REC 70-130 01/30/2026 23:34 Analytical Method: EPA 522 Parameter Result Qualifier D.F.. Units Limit Analyzed 1,4-Dioxane <0.0700 4.N 1 ug/L 1 02/03/202613:19 Surr: 1,4-Dioxane-d8 82% 1 %REC 70-130 02/03/202613:19 ilY T AL. G R3i'FM ± IAI Ina C"cov 1. Dri�,r-___ - raothr�b3 -- F ane v v w lk s'i ' ..�r:riK'. a'.�ta[/TlYC4�15 +L't�^.. Pho.n.- JQ-3�1'1 4 `y-2kau.]. Fax +0.:3.1 y - Emaid. LGOLktAIaSi-n-.co�eaa Page 6 of 7 Client:Goldman Water Testing Location: 121919 Artisan Construction Associates Inc 38015 M Date Received: 01/28/2026 16:30 Client ID:401 M Kitchen Wall Sink Date Sampled: 01/28/2026 10:40 Laboratory ID: 6012819-01 Matrix: Potable Water ELAP#11693 Analytical Method: EPA 533 Parameter Result Qualifier D.F.. Units Limit Analyzed 11-CESF-3-oxaundecane-1-sulfonate <2.00 1 ng/L 02/04/2026 19:38 (11 CI-PF3OUdS) 4:2 FTS <2.00 1 ng/L 02/04/2026 19:38 6:2 FTS <2.00 1 ng/L 02/04/2026 19:38 8:2 FTS <2.00 1 ng/L 02/04/2026 19:38 9-CHDF-3-oxanonane-1-sulfonate <2.00 1 ng/L 02/041202619:38 (M-PRONS) Dodecafluoro-3H-4,8-dioxanonaoate <2.00 1 ng/L 02/041202619:38 (ADONA) Hazard Index 1 <0.10 1 ng/L 02/04/2026 19:38 Perfluoro(2-ethoxyethane)sulfonic acid <2.00 1 ng/L 02/04/2026 19:38 (PFEESA) Perfluoro-3-6,dioxaheptanoic acid <2.00 4.K 1 ng/L 02/04/2026 19:38 (NFDHA) Perfluoro-4-oxapentanoic acid(PFMPA) <2.00 1 ng/L 02/04/2026 19:38 Perfluoro-5-oxahexanoic acid(PFMBA) <2.00 1 ng/L 02/04/2026 19:38 Perfluorobutanesulfonic Acid(PFBS) <2.00 1 ng/L 02/04/2026 19:38 Perfluorobutanoic Acid(PFBA) <2.00 1 ng/L 02/04/2026 19:38 Perfluorodecanoic Acid(PFDA) <2.00 1 ng/L 02/04/2026 19:38 Perfluorododecanoic Acid(PFDoDa) <2.00 1 ng/L 02/04/2026 19:38 Perfluoroheptanesulfonic Acid(PFHpS) <2.00 1 ng/L 02/04/2026 19:38 Perfluoroheptanoic Acid(PFHpA) <2.00 1 ng/L 02/04/2026 19:38 Perfluorohexanesulfonic Acid(PFHxS) <2.00 1 ng/L 02/04/2026 19:38 Perfluorohexanoic Acid(PFHxA) <2.00 1 ng/L 02/04/2026 19:38 Perfluorononanoic Acid(PFNA) <2.00 1 ng/L 02/04/2026 19:38 Perfluorooctanesulfonic Acid(PFOS) <2.00 1 ng/L 10 02/04/2026 19:38 Perfluorooctanoic Acid(PFDA) <2.00 1 ng/L 10 02/04/2026 19:38 Perfluoropentanesulfonic Acid(PFPeS) <2.00 1 ng/L 02/04/2026 19:38 Perfluoropenanoic Acid(PFPeA) <2.00 1 ng/L 02/04/2026 19:38 Perfluoroundecanoic Acid(PFUnA) <2.00 1 ng/L 02/04/2026 19:38 Surr:2,3,3,3-Tetrafluoro-2-(13C3) 81% 1 %REC 50-200 02/04/2026 19:38 propanoic acid Surr:Perfluoro-n- 60% 1 %REC 50-200 02/04/2026 19:38 (1,2,3,4,5,6,7-13C7)undecanoic acid Surr:Perfluoro-n- 75% 1 %REC 50-200 02/04/2026 19:38 (1,2,3,4,5,6-13C6)decanoic acid Surr:Perfluoro-n-(1,2,3,4,6-13C5) 96% 1 %REC 50-200 02/04/2026 19:38 hexanoic acid Surr:Perfluoro-n-(1,2,3,4-13C4) 80% 1 %REC 50-200 02/04/2026 19:38 heptanoic acid Surr:Perfluoro-n-(1,2-13C2)dodecanoic 56% 1 %REC 50-200 02/04/2026 19:38 acid Surr:Perflucro-n-(13C4)butanoic acid 83% 1 %REC 50-200 02/04/2026 19:38 Surr:Perfluoro-n-(13C5)pentanoic acid 81% 1 %REC 50-200 02/04/2026 19:38 Surr:Perfluoro-n-(13C8)octanoic acid 76% 1 %REC 50-200 02/04/2026 19:38 Surr:Perfluoro-n-(13C9)nonanoic acid 80% 1 %REC 50-200 02/04/2026 19:38 Surr:Sodium perfluoro-l- 79% 1 %REC 50-200 02/04/2026 19:38 (1,2,3-13C3)hexanesuffonate Surr:Sodium perfluoro-1- 72% 1 %REC 50-200 02/04/2026 19:38 (1,2-13C2)decanesulfonate Surr:Sodium perfluoro-1- 70% 1 %REC 50-200 02/04/2026 19:38 (1,2-13C2)octanesulfonate 64 � 1- iG#+ �G'3,LA a�XVT .AL LAk3 ATO `MS•*i<-1 '1 0 Cci4lrn i?rlVe,FFiothr p' _ ra 1.1��gra a,^ I { 1 Mnukrawows.�si�::B.�P':rpwc 1SYX,wjJNr<x•,7'�ar- P'hv.n.� ,631) A'3'' '-3"G:CFL7 •.F'-v, gF7�v1. 4FE• 9`_oF +• 1•Fne.ig- LLO;Le'lylfanima_COm Page 7 of 7 Client: Goldman Water Testing Location: 121919 Artisan Construction Associates Inc 38015 M Date Received: 01/28/2026 16:30 Client ID:401M Kitchen Wall Sink Date Sampled: 01/28/2026 10:40 Laboratory ID: 6012819-01 Matrix: Potable Water ELAP#11693 Analytical Method: EPA 533 Parameter Result Qualifier D.F.. Units Limit Analyzed Surr:Sodium perfluoro-1- 81% 1 %REC 50-200 02/04/2026 19:38 (13C8)octanesulfonate Surr:Sodium perfluoro-1- 70% 1 %REC 50-200 02/04/2026 19:38 (2,3,4-13C3)butanesulfonate Surr:Sodium perfuloro-1- 78% 1 %REC 50-200 02/04/2026 19:38 (1,2-13C2)hexanesu Ifonate Analytical Method: EPA 515.1 Parameter Result Qualifier D.F. Units Limit Analyzed Dacthal <1.00 1 ug/L 50.1 02/10/2026 11:11 Analytical Method: EPA 531.2 Parameter Result Qualifier D.F. Units Limit Analyzed 3-Hydroxycarbofuran <0.50 6.G 1 ug/L 02/10/2026 11:11 Aldicarb <0.50 6.G 1 ug/L 3 02/10/2026 11:11 Aldicarb Sulfone <0.70 6.G 1 ug/L 2 02/10/2026 11:11 Aldicarb Sulfoxide <0.50 6.G 1 ug/L 4 02/10/2026 11:11 Carbaryl <0.50 6.G 1 ug/L 02/10/2026 11:11 Carbofuran <0.90 6.G 1 ug/L 02/10/2026 11:11 Methomyl <0.50 6.G 1 ug/L 02/10/2026 11:11 Oxamyl <1.0 6.G 1 ug/L 02/10/2026 11:11 Analytical Method: EPA 533 Parameter Result Qualifler D.F.. Units Limit Analyzed Hazard Index <0.601 1 Unitless 02/04/2026 19:38 Data Qualifiers Key Reference: 3.E Compound reported at a dilution factor. 4.0 Target compound found in blank. 4.J Continuing Calibration Verification(CCV)quality control levels failed low. 4.K Continuing Calibration Verification(CCV)quality control levels failed high. 4.N LCS recovery was below QC acceptance limit. 4.R Initial Calibration Verification(ICV)quality control levels low. 4.S Initial Calibration Verification(ICV)quality control levels high. 6.G Subcontractor ELAP#11467 MDL Minimum Detection Limit LOQ Limit of Quantitation H Holding Time Exceeded Rad4Tk Ii.1(# � li>1 _ i 10 C.Wm rJrlvfr Flothre-o',- a.)wa A 1 rip_1 "tft�lO 'H':aiaLLi:i:i7..a:C;Clt':RJrt�X'd:C#liY.- P h on- y ls"'3 1) 4 72-3-'. 9D m Fa-x I ft'1 1 S.-1.72--13 1,0 S J ►Idman Water Testing 6012819 3oX 668 1 Southold;.,NY 11971 298-4640 1 office@goldmanwatertesting.com goldmanwatertesting.com 00 O 'IENT: • •, �O :an Construction Associates Inc Scheduled Jan 28;2026 UWv 15 Main Road Orient; New York 11957 Description COUNTY`CO&TEMIK& DACTHAL/15o FORM SERVICE ADDRESS: (SUFFOLK COUNTY POTABLE WATER TEST} Artisan Construction Associates inc Contaet: DOUG:"516-238-9608 38015 Main Road Orient, New York 11957 Sample: RAW./DIST . . • •scriptiorie COUNTY CO TEST& INORGANIC/ORGANIC/TC&E.COLI/PFAS &FIELD BLANK l 1,4 1 TEMIK- POTABLE WATER DIOXANE/TEMIK TEST DACTHAL "SCDOH Additional Requirement for Orient" 1 FORM 150 Form 150& 151 -Certification of Well Water Analysis 1 Water Testing Parameters 0 Field Number: o CL2�0� PHJ �� Temp:/ �. Source: Flow Rate:�� (IU' `+Date/Time:�'' Routine Vi�IL—Treatment: LAB: WATER.TEST RECEIVED BY: ATE/TIME: �, �� i �G( G LONG ISLAND Project: Analysis WORK O RD E R � ,p AL Project Number: 121919 Artisan Construction Associates Inc 38015 Main Road Orient LM LABORATORIES INC. F-60JL28JL9 Date Logged In: 01/28/2026 04:33 PM Logged In By: Evan Lazzaro Date Received: 01/28/2026 04:30 PM Received By: Evan Lazzaro Date Due: 02/03/2026(4 day TAT) Samples Received at: 1.90c 6012819-01: 401M Kitchen Wall Sink [Potable Water] Sampled 1/28/2026 10:40:OOAM Containers Preserved In Temperature Des Container Preservative Requirement Verification Lab F' Id A 1 L Amber Glass for EPA522 Sodium Sulfite- Cl <2 mg/L Cl <d mg/L ❑ Sodium Bisulfate pH <4 pH <[L ❑ B 500 mL Plastic Unpreserved C 250 mL Amber Unpreserved ❑ D 250 mL Plastic Ammonium Acetate Ammonium Acetate Ammonium Acetate Ammonium/ ❑� ❑ Acetate: U/ E 250 mL Plastic Ammonium Acetate Ammonium Acetate Ammonium Acetate Ammonium/ ❑� Acetate: V F 250 mL Plastic H2SO4 H2SO4 pH <2 pH <a ❑ G 125.mL PLastic HNO3 HNO3 pH <2 pH < .2 _ ❑ ❑ H 120 ml Clear Plastic, Sterilized, Unpreserved 100 mL volume 100 mL volume Volume.= 12) ❑ 1 60 mL Amber Glass w/C61-171<07& Na2S203 C61-171<07 C6H7K07 C61i71<07: ❑ ❑ Na2S203 Na2S203 Na2S203: � ❑ J 60 mL Amber Glass w/C61-171<07 & Na2S203 C61-171<07 COHIK07 C61-171<07: I/ ❑ ❑ Na2S203 Na2S203 Na2S203: ❑ K 40 mL VOA VialHCl HCl pH.<2 ❑ L 40 mL VOA Vial HCl HCl pH < 2 ❑ M 40 mL VOA Vial HCI HCl pH <2 ❑ 6012819-02: Field Blank [Potable Water] Sampled 1/28/2026 10:40:OOAM Containers Preserved In Temperature Des Container Preservative Requirement Verification Lab F" Id A 250 mL Plastic Ammonium Acetate Ammonium Acetate Ammonium Acetate Ammonium ❑ Acetate. Format#COC_02 I Effective Date 04/0112025 1 Version 00 1 Approved by: N..Puleio Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C Yaphank,New York 11980 MAY — 6 2026 (631)852-5700 OR HealthWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM ABANDONMENT: Health Department Reference Number: Suffolk Tax Map#:Dist: Sect(s) Blk(s) Lot(s) Project Name or Address: ?)�" C) � )�,1�\ck.A 0 ` r V Subdivision Name&Lot# Applicant Name: I HEREBY CERTIFY THAT: l. The first septic tank/leaching pool, from the foundation, was located and uncovered, AND 2. If liquid sewage was noted therein, was pumped dry by a licensed sewage hauler, AND 3. Tank/pool was inspected for outlet line to an overflow pool, AND 4. Overflow pool(s) was/were located, uncovered and items #2 and #3 were repeated until all parts of sanitary system were located, AND 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of: b x First tank/pool feet diameter feet deep ( )precast ( )block ( ) other First overflow pool feet diameter feet deep ( )precast ( )block ( ) other Next overflow pool feet diameter feet deep ( )precast ( )block ( ) other Next overflow pool feet diameter feet deep ( )precast ( )block ( ) other Company which pumped out sanitary system if different from certifying company: Name of Company: .8 f Address: lt^�' V "'ring-r 1-')c soli Consumer Affairs License Number: �-k Contractor Signature: Date Print Name/Company: �Al -�.l�� •� � °� �,�v one�� Address: 1 Consumer Affairs License Number: This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead, provided it contains the above information. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED WWM-080 (Rev.02/12) Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealtliWWM@suffolkcountyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Leave blank any items that are not applicable to the installation. **A sewage disposal system sketch alonty with location measurements from at least two building corners must be provided on the back or on a separate sheet and attached to this form Health Department Reference Number: Suffolk Tax Map#: Dist: Sect(s) Blk(s) Lot(s) Project Name or Address: �Ack',.o "nil 0-C, i c(O 0 y i Applicant/Homeowner Name: Date of System Installation: I/A OWTS TREATMENT UNIT SEPTIC TANK Make and Model: �.; ; C_F�k �D Volume (gallons): Rated Daily Treatment Capacityy(gallons): Material: [ ] Concrete, [ ] Fiberglass/Plastic Material: [ ] Concrete f q] Fiberglass/Plastic Shape: [ ] Rectangular, [ ] Cylindrical [ ] [ ] [ ] DISTRIBUTION LEA CHINGPOnLS(If applicable) Top: Slab, Traffic Slab, DomeName of Tank Manufacturer: Number of Pools Diameter and Effective Depth GREASE TRAP Top: [] Slab [ ] Traffic Sl?h f 1 Tome Volume(gallons): Name of Precast Manufacturer: _ Material: [] Concrete, [] Fiberglass/Plastic Top: [J Slab, [] Traffic Slab, [] Dome LEACHING POOLS/GALLEYS Name of Tank Manufacturer: Total Number of Pools/Galleys Diameter/Dimensions and Effective Depth �,�� OTHER LEACHING STRUCTURES Top: [ ] Slab [ ) Traffic Slab - [ ] Dome Make and Model (if applicable): [) N/A Name of Precast Manufacturer: ' >O r � tea Total Linear Feet of Leaching Structure(s): COVERS AND LIDS -Installed covers comply with current standards (secondary safety device installed if cover weight less than 60lbs.) [ ] Yes [ ] N/A I hereby certify that the subsurface sewage disposal system components described herein,have been installed by me in accordance with the approved plans and/or standards of the Suffolk County Department of Health Services as well as any other municipal agency requirements;and any and all mechanical/elec al comp nents have been tested and are operational in accordance with manufacturer's recommendations. Installer's Signature c/ � '��. Date Installer's Name: ( Company Name:r� U' � - � i�,;'Je a Phoned"� dr�._. (�,('�55 Y Company Address: ;yL")` •f; (:: 1.0 L. "r. ;J 47 Q U`"I.-1 f Consumer Affairs Liquid Waste License Number and endorsement(s): Ci **INADDITION TO ABOVE, COMPLETE BELOW FOR SANITARYREPLACEMENT/RETROFIT ONLY: In addition to the above information, I hereby certify that this OWTS replacement or retrofit rneets the Department Replacement/Retr-ofit Standards, and that other alternatives are not environmentally feasible. I also certify that this OWTS replacement or retrofit installation represents an improvement to existing sewage disposal system conditions. Installer's Signature: Installer's Name: THIS DOCUMENT MUST CONTAIN ORIGINAL SIGNAftllnc r om TT4 .INrrA I I VD DIVERSIFIED SERVICES OF WATER MILL, INC. P.O. Box 1020, Water Mill,NY 1976 Ph. 631-324-6933 Fax: 631-907-1066 Septic Installation Information Installation Date: �J 154M Builder: AfVi5cja, RO# �` - �`� Location: '5%0\5 iAG\► Installer: Drafter: -�exyr ckh ............. r V f �---- 0 , . 0 O;D 1 1 • • • • / FOUNDATION �. ---- ROUGH F1 :PLUMBING willMil � ENERGYINSULATION PER N.Y. lo, STATE • 1 WORM I I' L4 ADDITIONAL • gill to I !111111111111101�MEW, EpIp • . f - A �! f. TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT �U V For Office Use Only PERMIT NO. 50 .151 Building Inspector: NOV 1 5 2023 Applications and forms must be filled out in their entirety:Incomplete 7-,-'-.-7 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: November 13, 2023 OWNER(S)OF PROPERTY: Name:Lucky Front LLC SC TM#t 1000 A1000-15-02-15.8 Project Address:38015 Main Road Orient, NY 11957 Phone#: 646-734-35 79 Email:chadL@qallant.cc Mailing Address: PO Box 613 Orient, NY 11957 CONTACT PERSON: Name: Sean Forestal Mailing Address: 508 Main Road Unit 3 Riverhead, NY 11901 Phone#:631-808-3323 Email: info@artisancai.com @artisancai.com DESIGN PROFESSIONAL INFORMATION: Name:Jonathan Schloss Architect,. Ma.iling-Address:27. 7,Broadway 13th Floor New.York, NY--1 0007 Phone#:2127213-5546 Email jschloss@jonathanschloss..com CONTRACTOR INFORMATION: NameArtisan Construction 'Associates, Inc. Mailing Address:508 Main Road Unit 3 Riverhead, NY 11901 Phone#:631-808-3323 T—Email: info@artisancai.com DESCRIPTION OF PROPOSED CONSTRUCTION iiNew Structure L]Additi6n [JAlteration E]Repair *Demolition Estimated Cost of Project: [--]other $9,000,000.00 Will the lot be re-graded? ®Yes F-1 No Will excess fill be removed from premises? ®Yes E]No PROPERTY°INFORMATION Existing use of property:Residence _.. _ Intended use of property:Residence--, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes ®No ,IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Lode. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a'Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees.to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal.Law. Application Submitted By(print name):.Sean Forestal ®Authorized Agent. ❑Owner Signature of Applicant: Date: November 13, 2023 STATE OF NEW YORK) SS: COUNTY OF SU-(�&I IL ) Sean Forestal/Artisan Construction Associates, Inc. being duly sworn,deposes and says.that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Contractor (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 13 November 23 day of , 20 ry Public .\� _COM ••.,,�� STATE • OF NEW YORK PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) =�; S C-) Sddk 0 01C116397181� Jonathan Chad Gallant ��-'�'�,� ''•�•''� 5 `'�' I, residing at 333 Central Park West Apt 105'�%SS;oN EXp0Aa�•''� New York, NY 10025 Sean Forestal/Artisan Construction Associates, Inc. do hereby authorize to apply on my beha he Town of Southold Building Department for approval as described herein. 11/13/23 Owner's Signature Date Jonathan Chad Gallant Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Luce r( DwA L residing at (Print property owner's name) (Mailing Address') do hereby authorize (Agent) ()Ac f ANkC (0r4 i6f 0U 4C3 , 'Jk- to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) _ orV AT PIP (k(M I (Print Owner's Name) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 1,2233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 12/19/2023 Chad Gallant Chad Gallant 38015 Main Road Orient, New York 11957 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Gallant Residence 38015 Main Road Southl, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 12/11/2023, which is the date the Department received your complete eNOI. The permit identification number for this site is: NYR11 M069. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). NEWYORK Departmentof STATE OF OPPORTUNITY Environmental Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely,( nn, ulldv David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering Adams, Douglas PO Box 14 Setauket, NEW YORK 11733 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION FRESHWATER WETLANDS ACT & TIDAL WETLANDS ACT August 8, 2023 Luckyfront LLC Jonathan C. Gallant & Barbara Lynn Becker 333 Central Park West Apt. 6 New York NY 10025 l Re: Application #1-4738-03039/00004 Luckyfront LLC Property— 38015 Route 25 Orient SCTM# 1000-15-2-15.8 Dear Applicant: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the proposed work to remove and replace a dwelling, construct a swimming pool and related other activities is more than 100 feet from DEC regulated freshwater wetlands as per the survey prepared by Young Associates, last revised on 07/28/2023 and site plans by Jonathan Schloss, last revised 08/01/2023. Therefore, no permit is required for this project pursuant to the Freshwater Wetlands Act (Article 24) and its' implementing regulations (6NYCRR Part 663). In addition, the proposed work is landward of the topographic crest of a bluff, in excess of 10 feet in elevation, as shown on the above-mentioned survey and plans. Therefore, the property landward of the topographic crest of bluff is beyond Tidal Wetlands Act (Article 25)jurisdiction and no permit is required for work landward of this elevation. Be advised, all construction, clearing, and/or ground disturbance must remain beyond jurisdictional boundaries. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 24 and/or Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. EevvoRK I Departmental oP onr�Nm Environmental Conservation Page 1 of 2 Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 74 Kevin A. Kispert Permit Administrator cc: En-Consultants BoEH BMHP File Page 2 of 2 err St)fFOtk.`}��, BUILDING DEPARTMENT- Electrical Inspector y TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 .*A o ��' Telephone (631) 765-1802 - FAX (631) 765-9502 ;. rogerrO-southoldtownny.gov— seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 1/4/24 Company Name: Neal Coleman Electric Inc Name: Neal Coleman License No.: ME-4928 email: info@nealcolemanelectric.com Address: 3619 Middle Country Road Calverton, NY 11933 Phone No.: 631-369-7239 JOB SITE INFORMATION (All Information Required) Name: Lucky Front LLC/Jonathan Chad Gallant Address: 38015 Main Road Orient, NY 11957 Cross Street: Greenway E Phone No.: 631-808-3323 Bldg.Permit#: email: info@artisancai.com Tax Map District:. 1000 Section: 15 Block: 02 Lot: 7 & 8 BRIEF DESCRIPTION OF WORK (Please Print Clearly) DISCONNECT POWER FROM MAIN HOUSE, RECONNECT TO TEMP. OUTDOOR SERVICE PANEL. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On N/A Temp Information: (All information required) Service Size ED 3 Ph Size: 400 A #Meters 1 Old Meter# .UNKNOWN New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground Overhead # Underground Laterals 10 2 H Frame Pole Work done on Service? MY N Additional Information: TEMP SERVICE PANEL RELOCATION FOR CONSTRUCTION POWER PAYMENT-DUE WITH APPLICATION �I 00 O 0 Request for Inspection Form.xls � L DEC 1 1 2024 F014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ebtid;'vlv�` Is4I:-€�� o. Town Hall Annex- 54375 Main Road - PO 13o)FT-1 9'` o • Southold, New York 11971-0959 *2 �O! Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.-gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: . P y Com an Name: Electrician's Name: License No.: f� � Elec. emailes 45 C-0-e �a Elec. Phone No: ZIL ;- [9I request an email copy of Certificate of Compliance EIec. Address.:eGw,g 4o ' , x� 3�y1 it9Y ���y6 JOB SITE INFORMATION (All Information Required) Name: L�&� f%�'? . , Address: 'IP2Kr ®9`ej97— Cross Street: Phone No.: 9 • DG�-( BIdg.Permit#: 02 �j a/I email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?-. ❑ YES ❑ NO Rough In El Final 0 NC%Uan Do you need a Temp Certificate?: ' ® YES❑ NO Issued On� P\�� Z� Temp Information: (All information required) e iAP Service Size®1 Ph❑3 Ph Size: " O A #Meters _ Old Meter# New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect WU nderg round❑Overhead # Underground Laterals ro 1 2 FA.H Frame Pole Work done on Service? D Y RN Additional Information: PAYMENT DUE WITH APPLICATION Qa goo c�� gat � BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD r5 Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 l Temporary Certificate # Date I 2024 Customer Name + LLC, Electrician Name Address �� �- - Phone � L � UU�� e-mail e-mail C tS 4n Phone _I C.` � License# L/36Lq6 LVIE Size_8(�O A Phase_ Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by E C E WE 4259 Scot u 6 611 °SUFFQ � ' �\AWA\T]ER SUPE I parfinent �. I��1[A\IAA\�G�]EI��I[]EI�'7C' SOUTHOLD TOWN rf4,V4;]b:;�U§9a4d o Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 him �- CHAPTER 236 - STORMWATER MANAGEMENT R EVEl2RAL FORM i ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) f — - 1' APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) ! 1 NAME: ARTISAN CONSTRUCTION ASSOCIATES, INC: Date; 11/13/23 i MInIl ! (Signal w el i' INFO ARTISANCAI.COM Contact Information: @ 1'; 11-glad 8 Telephone Numheil 631-808-3323 EXT 1102 i Property Address / Location of Construction Site: 1(r 'is ji 38015 MAIN ROAD S.C.T:NI. #: 1000 District ORIENT, NY 11957 I 15 02 7 & 8 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ' - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - �' ❑ - Area of Disturbance is less than I Acre. No S.P.D.E.S.Permit is Required.! ;11 ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ; Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly { i� to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Ili Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN i! a S.P.D.E.S. Permit through the Southold Town Engineering Department +, Prior to Issuance of a Building Permit._ fl; Reviewed By: _ � 6�(/��'`� Date: FOR M x CM('P-TOq Ortnhar 901 C LIMITED LIABILITY COMPANY AGREEMENT OF LUCKYFRONT, LLC This Limited Liability Company Agreement(this "Areement") of Luckyfront, LLC (the "Company") is entered into by Barbara Lynn Becker and Jonathan Chad Gallant, as the members (each a"Member" and collectively,the"Members"). The Members have formed a limited liability company pursuant to and in accordance with the New York Limited Liability Company Law, as amended from time to time(the"Act"), and hereby agree as follows: 1. Name. The name of the limited liability company formed hereby is Luckyfront, LLC. 2. Filing of Articles. Imole Ogowewo, as an organizer within the meaning of the Act,has executed, delivered and filed the articles of organization (and shall file any amendments and/or restatements thereof) required or permitted to be filed with the Secretary of State of the State of New York. The Members are authorized to execute, deliver and file any other certificates, notices or documents (and any amendments and/or restatements thereof)necessary for the Company to qualify to do business in any jurisdiction in which the Company may wish to conduct business. 3. Doses. The Company is formed for the object and purpose of, and the nature of the business to be conducted and promoted by the Company is, engaging in any lawful act or activity for which limited liability companies may be formed under the Act. 4. Powers. In furtherance of its purposes, but subject to all of the provisions of this Agreement,the Company shall have and may exercise all the powers now or hereafter conferred by New York law on limited liability companies formed under the Act and all powers necessary, convenient or incidental to accomplish its purposes as set forth in Section 3. 5. Principal Business Off ce. The principal business office of the Company shall be located at 39015 Main Road, Orient,NY 11957, or at such other location as may hereafter be determined by the Members. 6. Registered Agent. The Secretary of State of the State of New York is designated as agent of the Company upon whom process against it may be served. In addition,the name and address of the registered agent of the Company upon whom process against it may be served is 38015 Main Road, Orient,NY 11957. 7. Members. The name and the mailing addresses of the Members are as follows: 103076449.1 Name Address Barbara Lynn Becker 38015 Main Road, Orient,NY 11957 Jonathan Chad Gallant 38015 Main Road., Orient,NY 11957 8. Limited Liability. Except as otherwise provided by the Act, no Member shall be liable for any debts, obligations or liabilities of the Company, whether arising in tort, contract or otherwise, solely by reason of being a member of the Company or acting(or omitting to act) in such capacity or participating in the conduct of the business of the Company. 9. Capital Contributions. Each Member is deemed admitted as a member of the Company upon its execution and delivery of this Agreement. Each Member agrees to contribute its services to the operation of the Company, and no other cash or property, to the Company. 10. Additional Contributions. No Member is required to make any additional capital contribution to the Company. However, each Member may voluntarily make additional capital contributions to the Company at any time. To the extent that any Member makes an additional capital contribution to the Company, the Members shall revise the membership interests percentages in Schedule-I hereto to the extent required. 11. Percentage Interest. Each Member's interest in the Company shall be expressed as a percentage equal as set forth in Schedule I hereto, as it may be amended by the Members (as to any Member, its "Percentage Interest°'). 12. Allocation of Profits and Losses. The Company's profits and losses shall be allocated in proportion to the Percentage Interests of the Members. 13. Distributions. Distributions shall be made to the Members at the times and in the aggregate amounts determined by the Members. Notwithstanding any provision to the contrary contained in this Agreement,the Company shall not make a distribution to the Members on account of its interest in the Company if such distribution would violate the Act or other applicable law. 14. _Management. In accordance with Section 401 of the Act, management of the Company shall be vested in the Members. The Members shall have the power to do any and all acts necessary, convenient or incidental to or for the furtherance of the purposes of the Company described herein, including all powers, statutory or otherwise, possessed by members of a limited liability company under the laws of the State of New York. Notwithstanding any other provision of this Agreement, each Members is authorized to execute and deliver any document on behalf of the Company without any vote or consent of any other person. Each Member has the authority to bind the Company. 15. Exculpation and Indemnification. (a) No Member shall be liable to the Company or any other person or entity who is a party to or is otherwise bound by this Agreement for any damages for breach of duty in its capacity'as Manager of the Company, except in the case that a judgment or other final 2 adjudication adverse to such Member establishes that such Member's acts or omissions were in bad faith or involved intentional misconduct or a knowing violation of law or that the Member personally gained in fact a financial profit or other advantage to which he or she was not legally entitled or that with respect to a distribution to Members his or her acts were not performed in accordance with the Act. (b) To the fullest extent permitted by applicable law,the Company shall indemnify and hold harmless, and advance expenses to,the Members from and against any and all claims and demands whatsoever;provided, however, that no indemnification may be made to or on behalf of a Member if a judgment or other final adjudication adverse to such Member establishes(i)that such Member's acts were committed in bad faith or were the result of active and deliberate dishonesty and were material to the cause of action so adjudicated or(ii)that such Member personally gained in fact a financial profit or other advantage to which he or she was not legally entitled. 16. Assignmpnts. The Members may at any time assign in whole or in part its Iimited liability company interest in the Company with the consent of both Members. If either Member transfers any of its interest in the Company pursuant to this Section,the transferee shall be admitted to the Company upon its execution of an instrument signifying its agreement to be bound by the terms and conditions of this Agreement. If a Member transfers all of its interest in the Company, such admission shall be deemed-effective immediately prior to the transfer, and, immediately following such admission,the transferor Member shall cease to be a member of the Company. 17. Withdrawal. The Members may at any time withdraw from the Company with the consent of both Members. If either Member withdraws pursuant to this Section, an additional member or members may be admitted to the Company with the consent of the remaining Member upon its execution of an instrument signifying its agreement to be bound by the terms and conditions of this Agreement. 18. Admission of Additional Members. One or more additional members of the Company may be admitted to the Company with the written consent of the Members and upon such terms(including with respect to participation in the management, profits, losses and distributions of the Company) as may be determined by the Members and the additional persons or entities to be admitted. 19. Dissolution. (a) The Company shall dissolve and its affairs shall be wound up upon the first to occur of: (i) the written consent of the Members, (ii) any time there are no members of the Company, unless the Company is continued in accordance with the Ac't, or (iii) the entry of a decree of judicial dissolution under Section 702 of the Act. (b) In the event of dissolution,the Company shall conduct only such activities as are necessary to wind up its affairs (including the sale of the assets of the Company in an orderly manner), and the assets or proceeds from the sale of the assets of the Company shall be distributed in the manner, and in the order of priority, set forth in Section 704 of the Act. 20. Benefits of Agreements No Third-Party Rights. The provisions of this Agreement are intended solely to benefit the Members and, to the fullest extent permitted by applicable law, shall not be construed as conferring any benefit upon any creditor of the Company (and no such creditor shall be a third-party beneficiary of this Agreement), and the Members shall have no duty or obligation to any creditor of the Company to make any contributions or payments to the Company. 21. Seve_rability of Provisions. Each provision of tlus Agreement shall be considered severable and if for any reason any provision or provisions herein are determined to be invalid, unenforceable or illegal under any existing or future law, such invalidity, unenforceability or illegality shall not impair the operation of or affect those portions of this Agreement which are valid, enforceable and legal. 22. Entire Agreement. This Agreement constitutes the entire agreement of the Member with respect to the subject matter hereof. 23. Governing-Law. This Agreement shall be governed by, and construed under, the laws of the State of New York(without regard to conflict of laws principles), all rights and remedies being governed by said laws. 24. Amendments. This Agreement may not be modified, altered, supplemented or amended except pursuant to a written agreement executed and delivered by all Members. [The remainder of this page is intentionally left blank.] 4 IN WITNESS WHEREOF,the undersigns-. intending to be legally bound hereby, has duly executed this Agreement as of the 17 day of 2018. BARBARA LYNN BECKER 'I Y JONATHAN CHAD GALLANT SIGNATURE PAGE TO LIMITED LIABILITY COMPANY AGREEMENT FELE Nv.A-591 FILED FEB162015 ,✓°'P f (v7�� DAie J�IN 1 fi 7011< FILED � YAxK W BLRiD111 WwD. _ ;, �..d fd ; OF�IOtlMNIg IO�AlN11ECOVr .. '. gME4A HEND,ZY) ® dd IeM FlLED AT 11@C-� � bb�"� of 6UFFOIMCDIDI7Y DN A°DOhid Dwp Vxlvl°nlro S°c.1As DI N"IWI Pmq"y LAw.la Is xroa 4 LGlAc,s°uwNo S9/ axe mNc°nwau ma..ror Ml GI...x�9 xxoRn.e°n D°y. aEwaoxaura"oown •Sf51� KEY MAP •" � .,_._,,.,�. SCALE 1"=600' //. :` � _ j •� Bvei—DAD au�e APPROViD L'Y 1 Ih' "�-•� 5i "WdJ' ,...1.•� n ANELIA NENOOZA PLANNING B.;,:D ORIENT TOWN OFSOUI'HOLO TOWN UTHOLD DAie S COUNTYOF SOo-NEW YDRK S.C.C. 0° TAX s"u _nxl4mt III�nm0 �.. ._I.�i.'...: ... I \��. �q�•J � I 4 rum,.sse.xo wv..eru�amwo�.m°a'�i'�'s[r°�r m n •om r¢mrw w �O SY"` T.... � / if TYPICAL PLOT PLANn. �. I Ic , �5 J. r r' � lI TYPICAL SEWAGE DISPOSAL SYSTEM T N°tE DA1A .R �' 4 ��.�I/,� %�III 1•• _ Joseph A. IngegnoI Land Surveyor , t1 Ft4>�,-E.,>w.Da,_n,��„-u.,l„rl�,I�„,.a ,��'��, ��....>• D�=--�II� BxoxE les1ITT'-IN F°,(whin-li:i `-T` �. rmTx.uD.n.r r..x Ilaol B�..,nwe,x..T,n Ilsol—°aas �_ . 21-4735 N76048'29°E 18.58' _ - - MATCHLINE A-A MATCHLINE B-B LONG ISLAND SOUND N D 13582� - I - - - - - - - -,- - - a w E s "E ,43 -4 N 35 36 PD N <% 1 � ; -Ov PQ��� s Ls i 00 TIE LINE ALONG N71 07� ' REBAR SET I 1 H APPROXIMATE MEAN WSS I n 1 HIGH WATER MARK B��F��%��!- / IPROJECT eF W B LOCATION % of Bev / 1 1 �0P 21.9j i22 F 22.06 O ( I D •i_�� �_ _ N Q =S I I G i�� -4 / /+22.07 N C..I O I I T O 0 I WSS �NPA c� FEN ON + n I I C-I I ; WSS 1 3ROP0/E 1D WATER SERVICE N A'2'EPIPE 5'MIN. I I I All +25.61 ( F,E SINGLE FAMILY RESIDENCE I I PQ FROM DRAIN&WASTE LINE AT CABANA) WITH PRIVATE WELL REBAR/6ET / 2a.o7 \ \ \ / /Z 1 O I �`P +24,69 1 I o I +25.19 +24.1 CABANA OUTDOOR DHOWER N87054'34°E TO BE DRAINED TO A 8'0 X 4' o T , CMF I N 'P I LOCATION MAP \ --- DEEP DRYWELL FEN 1,T1 100,00 0.3'S I I "= 00' +22.22 \ - PO - 0.O'N 1n 0.1'W 1 ti \ PROPOSED SPA \ 0 7,W T I ti PROPOSED POOL I ^� EXCAVATION INSPECTION REQUIRED 1 1 W GENERAL NOTES �1- N i� \ CABANA F.F.29.5 I O FOR SANITARY SYSTEM I PIPE ( N +26.82 -` 26.18 25.G9 I CMF EDGE OF WOODS I Z tJ1 + � 0 4'S I I FOUND I N 1, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE i z5.50 r� BY HEALTH DEPARTMENT I OPOSED VENT TO BE+26.73 i \ 2'W I I 0.7'N LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. N � �ry TERMINAT D THROUGH \ CABANA PR&CLOSED LOOP 1 I 0.1'W O EXISTING SANITARY SYSTEM EXIST( STRUCTURES TO WASTE LINE GEOT14EFMAL FIELD I C7t I WSS i 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY YOUNG&YOUNG DATED 5/26/2023. EX,WELL& ROOF W H A CARBON OOL 0 lfl TO BE PUMPED DRY AND EXISTING REMOVED(TYPl� FILTER b� (9 WELLSf ., ; 308.56 1 I SANITARY FROM SURVEY BY NATHAN TAFT CORWIN DATED 1113/2018, ELEVATIONS ARE REFERENCED TO THE NAV 88 S O ABANDONED OR REMOVED 110' c 25.67 ��--, i I DATUM. IN ACCORDANCE WITH THE 27.56 + 27.33 +26.7 MAN. + / +26.81 FUJI CLEA SA N -h SCDHS STANDARDS OL/ +26.73 273 ems'+ •,y�t / CONTR PA L I 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF 2sH I WSS W;1te+r liners rnust be inspected by the I WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND N Z 7 i- i..________ _ _ FUJI CLEAN USA AC' "AIR BLOWER TO BE WSS I SuffHk County Do t.of Health Se rvic rs. I Z Ul MUST BE CONFORMED ACCORDINGLY IN THE FIELD. O _ '1 INSTALLED ON A 4t P. .SLAB AND TO BE HARD WIRED 7�7 I aD O 0 (0 / r _ I I I Call(631)852-5754,48 hours in 1 � N 0 I • I I PROPOSED 2-STO ESIDENCE I� TO CONTROL PANE( E Al T SHEET) l p 1 �,> ° - i +27.33 advance,to schedule ins^ection s . I r 4. A MINIMUM SEPARATION OFTEN 10 FEET HORIZONTAL AND EIGHTEEN 18 INCHES VERTICAL IS TO BE MAINTAINED Q +26. 2 I ; F.F.30.0 27.96 I S I ( ) O 70 1 ( ) ( ) -t• �G +24.50 / / +26.91 _ �} 1 I (J1 BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. p o o j (8 BEDROOM 26.9 } J \ i - 1 N ( / o / , / I PROPOSED IIA FUJI ILEA USA 0 I NLa I 5" Q / 7.24 AIR LI E WASTEWATER TREATMENTSYSTEM '--h I I CJl S 1 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. H a` 0 1\2 Q / I __ y Abandonment of the existing sanitary system)must be in I - -+ c w/ �pw) TEST BORING o - MODEL CEN•10 \ \ . I O I I �.1 ti Z _ __ o Z _ ��� 1 I I.-• conformance with the Department's requirements. 1 � O 1 WSS 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND n LIPA EASEMENT �. p0 Q z/ - I;` 1 WSS �, 1 Mal I ;pw o'MI . 1 \ C 1 w Submit completed form WWM-080 as(proof I I FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE �. u,l �,, e�N ��� .` PROPOSED 1 DEER 1 O `moo I 23.9 '( j / / _ / 45 + DISTRIBUTION BOX I \ I GRATE I I MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. SINGLE FAMILY RESIDENCE �0 Nip p�i /°'` +2e:19 - _ _ _ I 7, ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, WITH PRIVATE WELL tP I +25.66 a I a'N \ I- ® i Design Professional's Certification Required. I 1 I TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS ,r \ +26.1 2'MiN. \ PROPOSED WATER/LI I I I SHOWN ON THE PLANS. r 6 31 Z 69 1 +26.15 _ _ \ " I WSS Submit P.E.or R.A.Certification For 1 I PROPOSED ELECTRIC `'° \ j 1 The Installation and Construction of the Sewrage Disposal System ; 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. A O W Z SEOCE TO BE PLACED \ l 1 Use Form WWM 073 I I r CID +25.49 26.33 / L IN CONDUIT 1 I 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. ^�NJ �pP CMF \ +25.12 + 1Js 29.03 + / 1 1 A I +25.10 \ / I -4 1 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT EXISTING WELL FOR \ I O I r ,0 7o I 00 1 THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS OD \RRIGATION TO REMAIN r' " -4cn I 1 EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW 24.70� \ \ / 1 j I O YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 2 EX.500 LPG TANKS + 3.8 \ \ 97 +24.65 25.76 +27.06 \ +2 .86 +23\1 " PROPOSED 8-0 X 11'DEEP \ o I I W I 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM PROPOSED U.G. 1 +26.7 b/ E LEA HING POOL TYP.OF 2 EXISTING STRUCTURES TO 1 v 1 p' ( ) i MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. ELECTRIC SERVICE �'� �2 EM BE REMOVED \ 7 EM`0 \ PROPOSED EXPANSION 8'0 X 2eo9 / 0 1 WSS I N N I Ch z �M+ z�.43 HEDC� 11'DEEP LEACHING POOL `06� 1 I - I 12. LOT AREA:306,859 S.F. .a. m ,�- 1 23.64 24.40 24.46 / I 1 I C =T 23.31+ _ I 13. THERE ARE NO WELLS WITHIN 150'OF THE PROPOSED SEWAGE DISPOSAL SYSTEMS. 2z.ao 22+2+zz.9e + \ /� EXISTING SANITARY SYSTEM I 1 WSS I O > a- ° v I + 1.51 +25.28 + 23.78 +23.89 \ �� 27.09 TO BE PUMPED DRY AND 1 ( I T i CMF nS a O <F +25.95 +`a5�t / 23.74 \ 25.10 +j6.13 + ABANDONED OR REMOVED 1 I 1 ' ' '71 -f a -� WSS +24.72 / I - N Fh N m m \ 1 _ /��\ / / �4� _ ��� HEpG IN ACCORDANCE WITH THE i ( m 1 0.3'E Z Q O N m m \ SCDHS STANDARDS 1 I \ / O,c i Z 9 o O 3 m cz1 + 25.17II 22.70 21.91 - -� \ 1 b° I W .= rn 23.13 \ + / 21,/1 22.26 _ + + - 17.99 \+22.38 M \ � zo.4z+ \ \ \ SCTM NO. 1000-15-2-15.8 N85035'16"E 1 ` 1 toe _ \ \ 50.04' I I m > 03 2 ^� \ \ 23.28+ \ \ 1 i PIPE FOUND (�9 9 +23.15/ � ale 213O / 20.85+ +18.94 +17.23 + 25.09+ 543.29' 1 1 = �•�{ 0.1'N cc pS 2 \ 20.51� / �- 17.17 + \ WSS 1 M 0.3,E �•��. Q�VVV PIPE \ o +16.35/ _16\ 19.38 i ; m ,��•L �L GJ(7�J FOUND - I \� 19.69 pi -" +15.16 \ I I O I A w Iu ' wss 58�035'ib"W I O 1 < - z 1 +19.80 1 16.13+� 14.59+ \ �` +24.68 SCTM NO. 1000-15-2-15•7 ; ; ; Q� TEST BORING DATA O D ?m +q.BQ+ 4.53 1 11 \\ +3 58/ \IPIGOT 1\ \\ j 0 ; �` `_ 1 O \_ EL.26.9 n a0 I � ' \/ O I '-fl -+ \ p I w �, I Aj P TOP SOIL ISM) N N N' N v< \ \ 19.71+ 1 \ �•/ 1 I 1 22 11 N I N (1) 0 1 ,`1- BROWN&PALE BROWN FINE SILTY 0-+ o w m N II � \ +16 64 ' +1 39 I 23.55+ O Z ^s M _ 20�0T 24•� +18.7Q +14.33 14.23 I I SAND WI SOME FINE TO LARGE �Lo + I I+24.66� \ \\ \ + j I \ i VACANT O I GRAVEL ISM) I �- I 40' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES n M m \ N N \ I WSS -O O I PALE BROWN FINE TO MED.SAND WI e O -+ N A ' I ` '- / 21.86 I 0 WSS TR.SILT&SOME FINE TO LARGE PERMIT FOR APPROVAL OF CONSTRUCTIO.d FOR A \ \ 24 48 19.3 \ \ GRAVEL(SW) l 17.96 +17.74 i +18.44 +21.35 I "C3 cri (� I SINGLE FAMILY RESIDENCEAE�D +19.691+ I+23.8� DI +- - - +17,5 j \ +18.38 v EACHIN ' CLF FEN W +18.27 - I 6.0' 1 Cabana CIL _ 1 PALE BROWN FINE TO COARSE SAND I I WI TR.FINE TO LARGE GRAVEL(SW) - - �'- 3.0'E 0 \ O I N I Z O I 1 •• N 1 CIC I �- I...i I N 8.0' DATE9/5/23 , SREF. NO. R-23-1129 N O 19.69+ +21.43 �+2212- +21.97` 1.07 20.82 SEPTIC 1 w I N O7 0 \ +19.60 +20.94 + TANK 1 O I ►�+ LT.BROWN FINE SILTY SAND WI TR. APPROVED ,p \ - I O FINE TO LARGE GRAVEL(SP) a (n 2� J � -- � 6:- � � 171.3' I C> C Si; - l +21.70 +21.28 ----- -- --- --- __ TOTAL AXIMUM BEDROOMS 8/0 -------'------'- -------------- I i o 10.0' EXPIRES THREE YEARS FROM DATE OF APPROVAL . 0 0 0 v 7 O 19.01 +20.84 38,3' �C I I -n -s _y- c 9 L31 +23.42 ROOF OVER a0 $19.01 au N IT I PALE BROWN FINE TO COARSE SAND W/ _ yrt WOOD PORCH N N CA <cn m m FF 92 I j FINE TO LARGE CRUSHED GRAVEL(SW) (31 Z O 3 m m \ 1 1/2 STORY O 1 ; 12.0' C i m z o FRAME HOUSE - I WSS 1 N, W -s• m 70 > 1 %0 PALE BROWN FINE TO COARSE SAND WI \ 80- I 1 FINE TO LARGE CRUSHED ROCK(SW) I I O - FEN DI \ --++ i 17.0' CLF 3.7E O 1 I LIGHT BROWN FINE TO COARSE SAND _ - - CMF GREENHOUSE WI TR.FINE TO SMALL GRAVEL(SW) HEALTH DEPARTMENT APPROVAL STAMP I 14`00' PERGOLA j OA 22.0' r00 LIGHT BROWN FINE TO MEDIUM SAND W/ m - (!1 22 i v \ I O` I TR.FINE TO SMALL GRAVEL(SW) REVISIONS I I ro Z z 13.6' I I 27.0' U1 �mi FEN1.2'W r F �"' ZE \o D 6 _ -u tNJt AST �G FRAME SHED 1 1 Co LIGHT BROWN FINE TO COARSE SAND OF NEW ' WSS I N WI SOME FINE TO COARSE GRAVEL(SW) `Q�o5E PH C rO�_ o�• O N to N m rn FEN 1.4'W 00 I A o C31 _ ' W55 32.0' �� �4��yy an �`r \ I I * oT7#�` ' is yie LIGHT BROWN FINE TO COARSE SAND W/ TREE 1 I SOME FINE TO COARSE GRAVEL(SWISP) � SHED \ I �7 �� ''��:1•� '- W O 1 . T � m 'z 3.8'W M Ua -? ^' i p 1 N v ❑ \ I o I 35.0' CMF i 0 N - DATED 12/2212022 /O�O r^ �-y r" \ ; , , 1 TEST BORING BY SLACKE TEST BORING, INC. ��` 081 912 (v�' V ' MATCHLINE B B ° i NO GROUNDWATER ENCOUNTERED FESSk� N L"- S.C.T.M.: DIST. 1000 SEC. 15 BLK. 2 LOT. 15.8 f n a) 'Tl \• 1 ■ ■ V� V�� \ ; Scale:AS SHOWN Condon Engineering, P.C. ORIENT HOUSE 3 N m r ; Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 38015 MAIN ROAD ►-• \ Law,Article 145,Section 7209,for an person unless actin under the direction of a licensed 1755 Si sbee Road A3 MATCHLINE A-A any 9 Drawn by:JJC g ORIENT NY OF I W55 Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1 the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect,or Mattituek, New York 11952 SITE PLAN Land Surveyor shall affix to the Item his/her seal and the notation'Altered by"followed by his/her Date: 7/17/2023 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description of the alteration. www.condonengineering.com SANITARY PLAN CHAMBER Volume al Sedimentation Chamber 558 -1/2' VENTILATION PIPE Anaerobic Filtration Chamber 556 SCUM BAFFL Aerobic Contact Filtration Chamber 248 Storage Chamber 125 Disinfection Chamber 11 Total Volume 1,498 SPECIFICATIONS 2"VENT © ECIRCULATION Anaerobic Media PP/PE Fillin Rate 46% THE VENT TO BE TERMINATED AIR LIFT PUMP Board Type Aerobic Media PVC/PP/PE Fillin Rate 17% THROUGH THE ROOF. ISINFECTION 12"MIN. CYLINDER (OPTIONAL) Blower Aerobic Media 3.PP/PE Filling Rate 54% ••............. ............... � Blower 3.0 cfm 4' INLET P " OUTLET PIPE Tank FRP 6"MIN. ) A Piping PVC/PP/PE 3'`Y i 0 Access Covers Plastic/Cast Iron CARBON FILTER t Disinfectant(Optional) Chlorine Tablets DEVICE WATERTIGHT PLASTIC FRAME&COVER WIAPPROVED LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR AIR LLIFT PUMP SECONDARY SAFETY LIDS I DEVICES TO BE PROVIDED WATERTIIGHT PLASTIC FRAME&COVER INLET BAFFL CLEANOUT W/APPROOVED LOCKING DEVICE TO m F.F.EL,30.0 WEIGH 6(0 LBS.MIN.OR SECONDARY TRAFFIC CONCRETE COVER PROVIDE END CAP TYPE SAFETY LIDS/DEVICES TO BE PROVIDED BEARING EL.26.9 1'4^ EL.26. LEVELING DEVICES AT OUTLETS EL.26.7 SLAB EL.26.0 RECIRCULATION P LOW BAFFLE �f /2• AR INTAKE 8"MIN. 1'MIN. <CLEANING OPENING) FLOW OPENING(TY . B INV.EL.24. 2'MAX INSTALL DUMMY RINGS OR DOME AS _ INV.EL.24 4 INV.EL.25.0 -- +' _ NECESSARY TO BRING PROPOSED INV EL.24.9 WL 20" T MIN. STRUCTURE TO GRADE 4"SANITARY WASTE PIPE 4"PVC WASTE LINE INV.EL.24.3 OLLAR 2"VENT TO PITCH 1/81NCH PER 2•MIN. 2 O 2^MIN. ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE PITCH 1/4 INCH PER FOOT 7 FOOT IIA UNIT INV.EL.24.7 5< 4"PVC;WAST LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE EVENT 4" MANHOLE a 18' MANHOLE (T 18" MANHOLE 'CTY 24' MANHOLE(T BUILDING ON 10' 10 MIN. 5'MIN. LINE PITCH 11 o POOR LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS CYLINDER (OPTIONAL) ECTION ( ) EL•19.7 INCH PER F00 TO BE CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS LOW OPENING TIMBER PILES AND 4^ GRADE BEAMS POLYLOK 3017-20H6 20"ROUND 10"(2'MIN. w DETAILED. CUTTING RINGS MAYBE REQUIRED. SEPTIC DISTRIBUTION BOX OR APPROVED EQUAL 1-4" 11-6' OARD TYPE CONTACT MEDIA PROPOSED I/A FUJI CLEAN USA WASTEWATER DISTRIBUTION 8'DIAMETER 6'MIN.PENETRATION (' a TREATMENT SYSTEM MODEL CEN-10 z INTO SAND AND 14, BOX DETAIL � LEACHING GRAVEL STRATA HIGHEST EXPECTED GROUNDWATER EL.5.9 PER ih USGS WELL S 16787.1 POOL DETAIL ® -RECIRCULATION MAIN HOUSE SANITARY SEPTIC SYSTEM PROFILE 6-5" Z,\ NOT TO SCALE S-2' O 4'-11� ® ® ® ® EROBIC MEDIA ERATIDN ASSEMBLY SECTION A-A VIEW SECTION B-B VIEW CEN-10 Structural Drawing DATE: 1 I1/2014 SCALE: 3/8"=1' 022.45 57.Dcm] 02165 ......... .................. 1055.0cm] ,......... ELEC PANEL 13.24 [33.6cml Ill C' ) ���� CUTAWAYVIEW 15.so EXTERIOR RATED [39.6cm] JUNCTION BOX BELOW 20 AMP BREAKER GRADE IN A 020.65 SPRINKLER BOX 12 AWG OF WIRE IN 052.5cm] .........CONNECT NEW WASTE LINE TO NEW EJECTOR SYSTEM IN BOTTOMVIIEW 137a3/4"PVC SCH 80 [34.9cm] ACCORDANCE WITH THE CURRENT BUILDING CODE STANDARDS MAIN HOUSE RF•30.0 POLYLOK 20"D- .9; INSIDE BOX CONDUIT BOX ACCEPTS: PART NO.3017-20 LIGHT COVER PART NO.-3009C CABANA EL.29.5 MATERIAL-HDPE HEAVY COVER PART NO.-3017-C20 GRATE- PART NO.3011-G20 FUJI CLEAN USA EL.29.0 CLEANOUT EL.2 5 DATE; 8/12104 s°TALL RISER PART N0.3009 12"TALL RISER PART NO.3009-R12 22.45[57.Ocm] CONTROL PANEL INV EL.27.6 114I C WASTE HPERF FOOT ELECTRIC RISER DIAGRAM PITCH 114 INCH PER FOOT INV EL.27• 2 00[508cm NOT TO SCALE TZ 16.10 CL.TO CL. SIDE CUT OUT 24' CELLAR FLOOR 1409cm] TYP40PLCS.] TO ACCEPT CAST IRON PIPE SLEEVE AT POLYLOK SEAL FOUNDATION WALL(TYP.) PRT.NO 3001 Notes: TYP.40 PLCS. CONNECT TO MAIN 1391 e.00(20.32cm HOUSE PLUMBING [35 3cml CL.TO CL.] "All wiring and equipment are to be be provided and installed by the Electrical contractor(EC)in accordance with the National Electric Code(NEC)and Local Electrical Codes. 3.16 _ HIGHEST EXPECTED GROUNDWATER EL.5.9 PER USGS WELL S16787.1 [8.Ocm] " The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings.The contractorwill arrange for all inspections and secure a Fire Underwriters certificate SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CABANA WASTE LINE PROFILE FRONT/SIDE VIEW which is to be turned over to the owner at the completion of the work. PERMIT FOn APPROVAL OF CONSTRU'✓TION FOR A NOT TO SCALE POLYLOK 3017-20H6 20" ROUND SEPTIC DISTRIBUTION BOX DETAIL "All galvanized steel RMCintry of eusedtltallburied th rfoundaretobeequippedtrth SINGLE FAMILY RESIDENCEAND galvanized steel sleeves, RMC is to be used at all other foundation and floor penetrations. NOT TO SCALE Cabana "Furnish and install new service equipment and circuit breakers as shown in these drawings. All panels and breakers are to be labeled. The electric panels are to be installed and grounded in accordance with the NEC and Local Electric Codes. DATE 975Z23 HAS. ,RAF. NO. R-23-1129 All switch and outlet boxes,Junction boxes,and pull boxes installed on the exterior are to be APPROVED galvanized steel and rated for exterior use. TOTAL MAXIMUM BEDROOMS 8/0 CONTROL PANEL WIRING DIAGRAM P.1 ALARM/CONTROL PANEL WIRING DIAGRAM P.2 •All exterior outlets are to be housed in weather proof enclosures. EXPIRES THREE YEARS FROM DATE OF APPROVAL PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL HEALTH DEPARTMENT APPROVAL STAMP CONNECTIONS. �' N (A COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE), I , I , I , PLEASE NOTE:THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICE.PLEASE CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARM/CONTROLLER VISUAL BEACON UPGRADE OPTIONS. TORDIE TO 16 IN-LB - r CH,OH TEST. MORAL,SILENCE i �QI a ❑3 Q 4 © 4fT81 s r i I 1 1 I I t I I I I i du j nRcuiiAeREANER I M• FUJICLEAN NEMA 4X CONTROL PANEL I 1 1 1 I I j �+ j I s• AHt1t T I I L o-l I I I I T 0 ( N LI v i I ] ( IrEmgt�4�I'm I L.-•.. '---- PS112 N NORM ALARM FLOAT I , REVISIONS ----- I 2 _________ _ �_____ �T MANCH CIRCUIT PROTECTION, WERLOAD PROTECTION Ps S"' s• 1 I I I AND MAIN DISCONNECT PRWDED BY OTHERS L7115 ELECTRICAL AND CONTROL TO BLOWER r I AND MUST BE SIZED ACCORDING TO PUMP/MOTOR Tz' rs„� Tat `R `F pf NEW _____________. I MANUFACTURING SPECIFICATIONS. . % M2 L. ALARM R04T 1EALON CONTROL WIRING TO OWTS . r PS'LPH 0�7 P P / I �v Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education - AERATOR A - -- y p glicensedO •,r'�'.x /�r � y s , MAC"R"AIR BLOWER WEATHER RESISTANT r- !F "uc ® O EH'20 the seal of an Engineer,Architect,or Land Surveyor Is altered,the altering Engineer,Architect,or .y r1 TH1 Professional Engineer,Architect,or Land Surveyor,to alter any Item in anyway.If an Item bearing - Z CL TamuE Ta : A56 �- ----------- -------- aw, Ice g Y 9 g �` W ec Ion or an person unless ess acting in under er a erection o a I I IN /-ENCLOSURE SUPPLIED 45 IN-LB COMPRESSOR Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her ,-t rkt1-L�LrJ CaZ EXTERNAL COMPONENTS (COMPRESSOR AND/OR PUMPS) PRO. BY MANUFACTURER 1DED BY OTHERS c KU1T BKAKER signature and the date of such alterations,and a specific description of the alteration. SF 081912 AND MUST BE U.L. APPROED THERMALLY PROTECTED PUMPS A ELECTRICAL SUPPLY FROM Op� 1 BUILDING MAIN ELEC.PANEL 4"CONCRETE SLAB S.C.T.M.: DIST. 1000 SEC. 15 BLK. 2 LOT. 15.8 ��E$SI�� AERATOR 1 TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG. F. ar (60 DEG. C.). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. Scale:AS SHOWN Condon Engineering, P.C. ORIENT HOUSE CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND cH2128 TBI rsiee TB' 38015 MAIN ROAD A���.____w a_____o-__-_---- ------ DASHED LINES REPRESENT FIELD WIRING FIELD WIRING SECTION PUMP I I EIRNIt BREAKER PUIPF,.OAT Drawn by:JJC 1755 Sigsbee Road ORIENT, NY OF FUJICLEAN CONTROL PANEL AND BLOWER DETAIL Mattituck, New York 11952 P 1 NOT TO SCALE Date: 7/17/2023 (631) 298-1986 (631) 298-2651 fax PLMP www.condonengineering.com SANITARY PLAN LUCKYFRONTLLC N76°48'29"E 38015 MAIN ROAD 18.58'--,, ORIENT,NY 11957 w` SOvw`Q �3"� 135 82 i 1 S\-r``vO N6ao36 � TIE LINE ALONG APPROXIMATE MEAN--.- HI GH WATER MARK GFB�pF _- " j �` 1wIFFENCE a o LOT 1 AREA:6.9584 ACRES Y -4 o SCTM NO:1000-15 2 15.8 BRUSH -4 SITE PLAN IS BASED ON SURVEY N m W o PREPARED BY YOUNG ASSOCIATES, .-- �� DATED JULY 28, 2023 0 CDTOPOGRAPHY / CONTOUR ELEVATIONS BASED ON 1988 NAVD FEN ON IL WIF FENCE / < 19S-4- �"�..1--1�'<' g FFS EACK /� / 100; PROJECT LIMITING NS'�'CJ4'34"E CONSTRUCTIONFENCE' f / � \ LIMIT OF DISTURBANCE r FEN D-O'N 1 ` I. 100.00' (' G,":^,'r-v Y.rv^'V-v-v�Ip �i 1 ,PROPOSED P K, - EDGE OF ; I �I Z V1 ° - J - __ - PAVING WOODS T O / f%��)} / - - -�j. _ P POSED PROPOSED W G \ 'CLOSED LOOP' } I G I 1-J / `�.,`CABA A / ,GEOTHERMAL. {' / / -- - ---_ - .- -6 WELLS PUMP <„r• 0 �� DEMO I _ �PROPOSED2 TORV / 460PM DFRAME PORCH _r- - HOUSE Q 2ND LEVEL,, T' -« _r 1'---� _ CANTILEVER 99 N O /S DEMO EXT. _ ___ N ..T r r 2 STORY �• I T / O FRAME HoubE 'I\iilr---------- .{ EXT.LTE PATO --• co 4 r .EXT POOL 1 �, N6g BETWEEN OCT.3IREMaVE EXT E EXT HyTTUB MARCH 31 !l-}ll / C 1 I I Q ' LIPA EASEMENT-, I 000 \ PRoaose0 I; SUC 2 ram' 3 HOUSE '` lt,' ~ WE- 0 ` EXT :I I � o JJ �'\ 6831' y,4 `•5 6rL .^ EXT.WELL�I - 1CP -.7208' O�`� •4 50.T_r '1----�'�f. ^cnR GE�FRAME �It 1`r�, o'1` 1 A SAP ',DEMO EXR. ET-1- ---� \ EXT FRAME�/ 'A J I ��� (�j1 I / --� � POOL HOUSE p No GRAVEL DRIVEWAY EXT ARBOR 1 }N ISMM(,o/EM .DEMO.EXIST HEDGE � r l(x EXT.FRAME POOL` '.Y� ` NOUSE r c\ Zy (D i ' •'n,i n \ EXT.POOL FENCE' 1 ` t�J 0 . Lot 1 N85°35'16"E O �' ,La "" j a \ "Luckyfront,LLC" 50,04' 1 ' \ ?. LOT 1 AREA:6.9584 ACRES \ TM NO.1000-15-2-15.8 -PROPOSED DRIVEWAY TO _-,_ \ ^1—,�•-- SC CONNECT TO EXISTING - \ K1 DRVEWAYONADJACENT SCTM N0.1000-15-2-15.7 K o F' 4+ PARCEL. ___ _ Lot 2 " I o P ---\"-�",'^� \ "Q)SG Properties,LLC i \ 1 a-. \ i L NOT 2 AREA:19.6453 ACRES I i o y +I\ l \\t ` \ / $PICOT �. T 4 I S ; \ t \ \, ' ^1 � Ln 5' 0 I \ �\ 1. CDCD ,�/•770'MIN DISTANCE FROM C 1 IN v \ LOTOF,LOT LINE \ _ % I I• C q' III TO FSITE FRESHWATERWETLAND DI Cam- {• �' CIC o - C7 7 c r }''� \ \ \\` ROOFCWER --____ 1! _ __ __ __ 171.3__ O D a r O l i, '\ 1`\ 1 WOOD PORCH - '' - � III (n 00 C7; 0 �'4 ^\ �, `�. E. NN N. M'j \ STORY FRAME \- 1 CL O Z d O HOUSE I J I i -h O? _ I JONATHAN SCHLOSS/ \ n! I '0 CD 277 BROADWAY CC) CD cl FEN 'ti / 13TH FLOOR 3.7'E �y' y DI I \ <O J/ EXT. I y (D NEW YORK,NEW YORK 10007 C4F _ GREENHOUSE\ I I (A EXT ,1 1 T 212 213 5546 PERGOLAS n F 212 202 7935 odd n EXT. I STRUCTURAL ENGINEER: rA 1, Li'\ �Q `GARDEN SHEDI f0 7 N FEN 1.2'W 1,, '> 4 )- ` ,J 1 5 SILMAN I' •+ 1 `� �� f_ �' I 32 OLD SLIP,10TH FLOOR C { A I�'��( Y YORK 10005 p P O 0 N 1 '\ \ 'T1 < h NEW YORK,NEW O FEN1AW N N fA, N � 1 T 212 820 7970 OUTI Z fl: j SHED I BIRCH f,, 1 \\� T I TREE rn MECHANICAL ENGINEER Z (,) y t O � m�� j I •� ;'` �-� 1- I < I N JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 I _ nL ) ••{ '�,--�, N NEW YORK,NEW YORK 10018 m� "' .1! r ' I,^�\\ ��,• t^, I `1 I 7 T 212 852 9555 �' 1 1 y J I 1_ \v \\ t ^7 1 r T '� T S ' LANDSCAPE DESIGNER: Cn 0 7 C Z'r i_l f I STARR WHITEHOUSE LANDSCAPE ARCHITECTS —1 O D & r Do < ,I ,l \ ~ I �1 I 'I 1 80 BROAD STREET CD ''l,.ko C 1 Y dBIRCH� ' 'L, I I I 5017E 1700 DO un O I,'`J T I �,� m TREE } `.� \\�;\ +-I I I F NEW YORK.NY 10004 0 y 8 = 4 `\\\ T 212 487 3272 � O I �I. O Or'i fI� 1 l OOOS�4A)- �w CML ENGINEER: ° -y= .1 1• ` \o I JOHN CONDON PC 1755 SIGSBEE ROAD ON FL P EXT.TENNIS MATTTUCK,NY 11952 I? SHED - I ?' ( _ \ I' T 631.298.1986 DEER FENCE ^ LIGHTING DESIGNER: l/ L'OBSERVATOIRE INTERNATIONAL CIDN (A NI 120 WALKER STREET . 1 ' ` SUITE 7E O O 1' Y -. f` /Of C I ^ NEW YO-<,NY 10013 W CD• }\\ > C?11 S T 212 255 4463 c.1PT ' ° II.., 2 014 FL S C fD 2.21NCD n CD C 'r ..n n a Oh � .r \ram. � Z j S \� l I N I S CD O(n 1A, N .^ CD Z 7 00 Oh i '• t\ • I N 1 � y�. CA ' FEN \ }r L^J r' ON R _ \!"3 ,DEER FENCE ♦ g1-E13 ` 1E12 •, nn t \\ I I ,DEER FENCE i MIN DISTANCE FROM LOT 1 LOT LINE , �I TO OFFSITE E11 La E9� FRESHWATER WETLAND r�. 't 1I Co. O _ 1 w i (A -0 isEB� _), DEER I ^li HIT U1 CD ♦1 \\ r, GRATE\ PRC �CT n.N E7 DEERI �j,l�l I DEER �!`� �Q1.SCy` SU 0 \ GATE 1. - GATE L 4r; ." O (D -' 1 '� Ems. x \ }}{{ CD 0 E64 C3 �G E5 E3.. 2 Et E- Ew � 5 f f .•r, 1 II 2 p EEE 3 E4}..i TREE •kE10 ' I i STATL- O�- I - SITE PLAN OR - 4- _ 8 T i 17 7E7675 / I j I I LOT 1&PARTIAL LOT 2 DRAWN BY:JS CHECKED BY-JS r� C) O C / \LANDWARD LIMIT OF FRESHWATER / 1 I n' DATE:AUGUST 1,2023 O 9 cr r- / ^WETLANDS AS DELINEATED BY 'v . 0 O; EN-CONSULTANTS 2019-12-23. / I II \ SCALE:1'-50'-0' < O 10 G O � � O GRASS o j - - / I SITE PLAN A-001 J I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY I5 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LANES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITTiONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(STJ d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. // \ 400 Ostrander Avenue, Riverhead, IVew York I IQOI tel. 631.127.2303 fax. 631.72-T.0144 N76048'29"E \ ad:in®youngengineering.com 18.58' LOT COVERAGE \ BUILDABLE AREA(LANDWARD OF CEHA)=253,956 SQ.FT. (� � �(��{ /�!� `P ��'% EXISTING Y To. EXISTING �� \ FRAME HOUSE =1,976 SQ.FT. =0.8% FRAME GARAGE =784 SQ.FT. =0.3% or Thomas 0. WolHoviorert Professional al Engineer neer ENCLOSED PORCH =1,020 5 FT. =0.4% P g Douglas E. Adams, Professional Engineer POOL =1,2015Q.FT. =0.5% Q b / / gPQ Daniel A. Weaver, Land Surveyor y b� /��/ //� �p p',30 \ HOT TUB =48 SQ.FT. =0.1% J � / �o � POOL HOUSES =4115Q.FT. =0.1% �j ps Oh SITE DATA TOTAL=5,440 SQ.FT. =2.1% J j ���'�; o 0 \ $� AREA = 6.9584 ACRE5 �� j� // 2,�22°b ���o�i \ PROPOSED A EXISTING TO REMAIN \ FRAME HOUSE&GARAGE =3,926 SQ.FT. _1.5% SCREEN PORCH =434 SQ.FT. =0.2% WOOD DECKS =2,550 SQ.FT. =1.0/° * LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA 'I'd �J5 6' 03� ww FRAME GARAGE =784 SQ.FT. =0.3% FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS POOLS =2,536 SQ.FT. =1.0% MAP N0.A-591. oj j%/// / / �3 � SPA = 168 SQ.FT. =0.1% °h 0 * VERTICAL DATUM =NAVD(1988) 0 \ POOL HOUSES =4115Q.FT. =0.2% CA&ANA =68 SQ.FT. =0.0% TIE LINE ALONG //%/ // �00°y ` FA0.11 TOTAL=10,877 SQ.FT. =4.3% APPROXIMATE MEAN of \ HIGH WATER MARK Rao P<,0 DPgP1P\,Or-' �o�y off° x2�`o�°yQv°P°y ��y 3��P�y� 1"� Q �Xx \`\ �F� � Ost � E a ��°,•�°3�` ze ��� QOC3 VID \,V p \\\ DRAINAGE DESIGN CRITERIA & N x ebb &05li� ` \1 �y5 v_A R b1 ALCULATIONS x x ea O \ 2g' ox 2gb1 a \° 3 ��e , O `\ A=AREA OF TRIBUTARY(S.F.) x21'' bq o. c2 ` - R=RAINFALL(FT.) N s $ , \ C=COEFFICIENT OF RUNOFF / ,d 2adi REQUIRED x2b �oD 3 2b. 0 a1 3\ �.1 So�o `\ �� ROOF =1,787 SF X 2/12 X 1.0=299 CF QROQiA� 213k 201? 2b' f r �x' \\\ �y5 8'DIA.DRYWELL WITH A CAPACITY OF 42.24 CF/VF TOTAL=299 CF II � I x'Zbl3 h�=' ' ^,\ � 00�, 2b9\ rA� � � 'Z9• Q tip,'. 3• � c� \\ 299 CF/42.24 CF/VF=7.1 VF REQUIRED k` I ti Z-'`' S,1 10 .� Or \ PROVrbEb �g10F (' 222 N f '. o Z0 �o xZyti_ _ ti eg � \\ USE(1)-8'DIA.X 8'DEEP DRYWELL =338 CF I I k2 CP. 1b 1 3x tib� \\ V t2 a I N I 26 2131 i 9b s REQUIRED b13 a�, b1" bye ° �yC�tT x 21'' \ b \`\ ROOF =752 SF X 2/12 X 1.0=125 CF // COASTAL EROSION HAZARD AREA BOUNDARY 12 pW�y 3 �8� x \\ TOTAL=125 CF LANDWARD LIMIT OF NATURAL PROTECTIVE ✓ O \ 8'DIA.DRYWELL WITH A CAPACITY OF 42.24 CF/VF ? I 1 c 9 ATURE AREA AS SCALED FROM COASTALL _ P °'(\���Zb�O} b � \ 125 CF/42.24 CF/VF=3.0 VF REQUIRED FEEROSION HAZARD AREA MAP,TOWN OFF ssp, 22 x 1q. �� I x21 o OJy�6O i009X �D� \\ �yy PROVIDED SOUTHOLD DATED OB/29/883 2p I tia 2b p2. 21? vF 2y 2b�j-8°(r \ \ ` ��QOO"a r o�ao�y�` ��3yyp�B' USE(It-8'DIA.X 4'DEEP DRYWELL =169 CF 6sr I ` `'� / s��1 Lt- 1 ?' �P PO 21� a ✓ ` LF#3 � p I �GY2`y, \g �x \�2 1 13 \ Cb \ REQUIRED lb Ax s, �5 \ C` / k qa-- % 2 2Abg 0� P� x \\ \ ROOF =1,0115F X 2/12 X 1.0=169 CF 0 �L �rLh 9 2 i x 2g� x � Ca O.�E° NEDG - \\ \ TOTAL=169 CF 03`\ ti� i 0 Q yip stv 10 \\ \ 9 69 CF l8' DIA D42y24 CF/WELL VF=4.0 VF REQUIRED A CAPACITY OF 42.24 CF/VF ip�� bb b9 x2g? y�° P � �i J 2I \ x ya xy�° ar ; = °e4`�s - -24- / p3 \ ��. r, p 2 0 \ \ y USE(t-8'DIA.X 4'DEEP DRYWELL =169 CF �ooQPa� y�o?,' ;j �0✓i Off, g18 3e 2goq \\ lS LF#1 RE urtEr s 3• 2 ' /xZ 11` ROOF =809 5F X 2/12 X 1.0=135 CF 'QxPs �P5 F b �0.9 6`7. / 2 g\ IN.pA x Aab /' - 2�q\ - 2- - - - \\\ \ GAO' O TOTAL=135 CF �'/ x 22g� x2a \\ \ O �0 8'DIA.DRYWELL WITH A CAPACITY OF co! 42.24 CFNF \ K b x 9s x 2 x- --18 x 011 \9'g \ \ 'd 135 CF �bZ24 CF/VF=3.2 VF REQUIRED 22 x2A/ \1°A 11 \ 3 \.\ \ \\ \ ���1 PROVI�,_D Zb1'�� E}� x b� \gl \ O I 3 ,1 \ \` '6 \ '� USE(1;-8'DIA.X 4'DEEP DRYWELL =169 CF �OQ / 23• 22� -16- .� \ 01 .09 `fls \ 22xp 2b / TO / / \ b yQs6 k2 \ �0 \ 4' 2 x ,Nt)gx \\ \\ 2g916 I 3g 39 ,gbx\ 1b,3x\ \vl x \ 2P. O n \\ \ 33 �x\6• 2 A \ ✓ �g12ob �� ,h 130 \ \ ON J �(� P sG �0 9 \ x2o- A G�on xq \ x b ��! 60, Jcut x21i �0 5� \ \ % 1 i --b0 38� J F� Ojc` \ 0� ' / \ x\ ' x,11 1 21 / O011E N OX �` ' \ \ \ qb/ / �X i -- x2\ °•l Nt ov's��f �'/ �yy 20V )'T": \,q� t \v1/ x2tia3 r 2ob" o°°Qo�0 ov5t 21f' \\`\ / Qp x \ \\ 2?� °1e36 9 bqx x 6PC01 2 \\ \\ �� \ / \ �0� x2abb \ `�\ \93 23b,SG �Ox \ x19 0 i F0� •C' 9�,, 'L. iJ 0 DPI F \\ N �A\11� �-; LP \ \\x211 PRF EDGE OF WOODS w p 0A, '/ F O� p2 °Za EARTH/STONEDRI \\\ , J�,g S aF 3• x23 PRF -�--0.� �EwAY \ SURVEYOR'S CERTIFICATION 01 WE HEREBY CERTIFY TO C HAD GALLANT THAT THIS SURVEY WAS C' / \\ \\ \� PREPARED N ACCORDANCE WITH THE ODE F PRACTICE FOR LAND SURVEYS N / / \ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND ' •�? \\ `\ �5 SURVEYORS. c� -A. SG `O s� EpGE OF \ y, �'�yl,fer�``rJ•(9,°'�F' � o J�• �! 6 •o o -7 w \ d ' �^�o� oops iy FLT- ' 4 \ \\\\ DANIELL.S. 50771 3 A W . .WEAVER,N5.L.S.LSNO. LEGEND , `.� SURVEY FOR S00mG P S 3bO �a PG \` \ 3 AP =ASPHALT PAVEMENT o �(^ �Z� �S �°�``� t�F \\ BCC =BELGIAN BLOCK CWRB j�' o �\ �p Lot 2 00 \\ \ CHA D GALLANT BP =BRICKPA7I0 P G- ;> � gq9 a& \\�S \ BSW =BRICK SIDEWALK o ^. / \ \\�; at Orient, Town of Southold CIC =CAST IRON=VER 0 \ �; a ,sue , �' Suffolk County, New York CC =CONCRETE CURB p / 0 CE =CELLAR ENTRANCE \ 1' FaP3e+b? CLF =CHAIN LINK FENCE \ \ BUILDING PERMIT SURVEY M CSW =CONCRETE SIDEWALK / S G'.s \ \ \ Z CMF =CONCRETE MONUMENT FOUND / C.,� �G6 �O� Q �� \ \\\ \ CM5 CONCRETE MONUMENTS "'9' '7 a. \ Foy° \ DI =DRAIN INLET 1+ O 0^ �i �6' \ \ County Tax Mop District 1000 Section 15 Bock 02 Lot 15.8 a DRF =DEER FENCE 0 X. O�°y \\\ MAP PREPARED NOV.07,2023 EM =ELECTRIC METER P � ET =ELECTRIC TRANSFORMER q� ��°. OAP / o�'�' `\ \`\ 6P�c�Og 5y Record of Revisions EOP =EDGE OF PAVEMENT :0A kA S 'i�,,� / \ er GV =GAS VALVE �p REVISION DATE HC =HOUSE CONNECTION LS =LATH SET _ - R =PROPERTY LINE WS =WATER SERVILCE WDF =WOOD FENCE c mac„°%�. WIF =WIRE FENCE ,n• �, o WSF =WOOD STAKE FOUND P Off, '3� �� ORF j LANDWARD LIMIT OF FRESHWATER \ \\ \ g / WETLANDS AS DELINEATED BY \ \ \ WSS =WOOD STAKE SET 0 0� yFQ��,yali� ` q EN-CONSULTANTS ON DEC.23,2019 m =HYDRA NT us�ij or' 2� `--- �� `\ \ 60 0 30 60 120 180 UTILITY POLE P0, o =LIGHT POLE°- O =WELL �9 , `\\ ��yy Scale: 1„ 60' '/ tS`GGPP �. a � E$..- •• \o ���� \\ JOB NO.2023�-0025 C.6N Ox �c aQ // i \\ \ DWG.2020 0015_2023_0025_bp_lotl 1 OF 3 400 Ostrander Avenue, Riverhead, New York 11c101 tel. 651.72-1.2505 fox. 651.727.0144 adman®youngengine a ng com i ('� —k I \ o .y`� '4� / \ \ i \\ �; '' P �Q ;>1 E��\g \ g �` �k� E�ti j \\\ \\ Howard W. Young, Land Surveyor 0. �\3 \\ � / ,N��2 \\ Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer SRO Daniel A. Weaver, Land Surveyor 2 \ g �� ��� • �\y �' \\ �,� � SITE DATA \ Eb3 �\b �i \\ G \ pp _ AREA — 6.9584 ACRES AO� \\ EgE0. r s O P0xx h \ \ LANDWARD LIMIT OF FRESHWATER �O y Q \ \q WETLANDS AS DELINEATED BY f \\ C/Q %S% Ps EN-CONSULTANTS ON / \ 'XP \ Zo DEC.23,2019 i \� LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA �;x FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS MAP NO.A-591. VERTICAL DATUM =NAVD(1988) EpGEsy / i \ �G6 �O;X O z \ \\ \ G6 0, \\ \\\�`' �\ 0 0 '9C .s p 9� \\ �Gj`irPP4 �G6 CO 'A o P Q� �% ti O� \ \\ \ �p CIO, J \ P Q Lot 2 \ , \ \ %j 0�C" oLs 6 \ \\\ 'AN IS , \ O \ s/ yCIA lc Q.X >c, \ \ \ \ 06 N \ P °, \ �a / �h� SURVEYOR'S CERTIFICATION 10 0 of \\ o�SP'�jr, , \\ �0� \\\\ ``�/ *WE HEREBY CERTIFY TO C HAD GALLANT THAT THIS SURVEY WAS � O ' ��(° \ ^ PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFES-..SIQNAL LAND SURVEYORS. �.01 r p O'"v' it AStp Q \ 3 SYo, / \ HOWARD W.YOUNG,N.Y.U.S.NO.4 3 <qIV Dso?, \ �� DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 \ "9y SURVEY FOR qh. LEGEND \\ �'9 \, CHAD GALLANT E AP PAVEMENT \ ,'>� at Orient, Town of Southold BCC = BELGIAN BLOCK CURB \ Suffolk County, New York BP =BRhCK PATIO \ \ M BSW = BRICK SIIDEWALK M CIC =CAST IRON COVER \\ // \ o��� BUILDING PERMIT SURVEY CC =CONCRIETE CURB CE =CELLAR ENTRANCE Z CLF =CHAIN LINK FENCE \ 15 Block 02 Lot 15.8 CSW =CONCRETE 5IIDEWALK \ \ County Tax Map District 1000 Section CMF =CONCRETE MONUMENIT FOUND \ \ CM5 =CONCRETE MONUIIMENT SET \ \ DI =DRAIIN INLET MAPREPARED NOV.07,2023 DRF =DEEER FENCE \ \ Recordo Revisions EM =ELECTRIIC METER REVISION DATE ET =ELECTRIC TRANSFORMER \ EOP =EDGE OF PAVEMENT \ GV =G/AS VALVE \ LS =LATH SET \ it =PROPEIRTY LINE WDF =WOOD FENCE \ \ WIF =WIFRE FENCE WSF =WOOD STAKE FOUND \ W55 =WOOD S1rAKE SET \ hh =HYDRANT \ 00 60 0 30 60 120 180 gyp, = 10— UTILITY POLE \ 'O a ( =LIGHT POLE \ Scale: 1" = 60' G =WELL \ \ JOB NO.2023-0025 DWG.2020_0015_2023_0025_bp_lotl 2 OF 3 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINIES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIOINAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(5-n d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. // \ 400 Ostrander Avenue, Riverhead, New York I1401 50' tel. 631.72?.2303 fax. (631.72-T.0144 N76048'29"E \\ MIN. admin®youngengineering.com 18.58' EXISTING STONE PAVEMENT 21 EXISTING \\ GROUND S./ PAVEMENT CF .0 .5 ir�rr � Howard W. Young, Land Surveyor i z_ MOUNTABLE BERM Thomas G. Wolpert, Professional Engineer HAY BALE FILTER CLOTH (OPTIONAL) Douglas E. Adams, Professional Engineer /�y� \ Daniel A. Weaver, Land Surveyor BERM SAND BAG ors ///// �e COMPACTED 9� /�, .�/ �O D.sX�p \ BAGKFILL WOOD FRAME PROFILE z .�'O d�/i�i �o '_I t;_:-: 1;. SECURELY SITE DATA O / c� Os v, Os \ - 71 . PLASTIC FASTENED AROUND - - LINER ENTIRE PERIMETER s o o„ \\ , 50 I AREA = 6.9584 ACRE5 MIN. ti2� WASHRAGK N z /�// 2\9/ ��J r�,q a°a& \\ SECTION A-A SECTION B-B (OPTIONAL) � A, ///// � ��° yl. 6 !S Ogg y � LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA rrww J o3 zeez FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS CJ V �O J�c /%/ /2� g� `` o.; LATH AND FLAGGI!^1G ROUGH HEMLOCK `� � :>v�..•:...�::., ':.;' : �� �// 2 ON THREE SIDS �a MAP NO.A-591. O �00 °�/ /x �,� TOP OF BERM SAND BAG < :t h�1IN EXI5TING Dc FIR FRAME '; ;:_•`' EXISTING : 0 ;. .. -.<'..::'....•....,... ::; z PAVEMENT VERTICAL DATUM =NAND(1988) GROUND ; f6GREGATE TIE LINE ALONG APPROXIMATE MEAN j //� / Fog �oF \\ HAY BALE I I PLAN l N HIGH WATER MARK 2 59 Vj 2"b °EPA` \\ .iJyy R� 5, 'rs so DRAINAGE TO SEDIMENT DRAINAGE DESIGN CRITERIA & �° ? \ ;P0 PLASTIC TRAPPING DEVICE CALCULATIONS eF vp0 0 \\ O-1 LINER SEE NOTE 8 V=A R C p5E°PP p5�°CpPOy�y6PaP m ��` \\ 1s A A $ A=AREA OF TRIBUTARY(S.F.) wul QR°Q p\1y 300 �yl fib' Off. \\ R=RAINFALL(FT.) - GONSTRUGTION NOTES C=COEFFICIENT OF RUNOFF of 40WE, 26 FFlg�°a°° LF#1 la °� ° Q \\ I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. REQUIRED h / \�OJ�g 9 °a' � 1 y / 2b6\�py�W1 \ .1►y 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE R 30 / x x QQ pCj 1 \ FOOT MINIMUM LENGTH WOULD APPLY). ROOF =1,787 SF X 2/12 X 1.0=299 CF 3. THICKNESS-NOT LE55 THAN 6". // / f890 x2gb\ 2g� 1 A 610 �O� O ,\1\' 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRE55 OR TOTAL=299 CF •Zgb VF# ` 3 (�9. , \ EGRESS OCCURS. B'DIA.DRYWELL WITH A CAPACITY OF 42.24 CF/VF //////� ?� - - \x •' \\ xZ13 b� O• Q \\ 5. FILTER CLOTH- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 299 CF/42.24 CF/VF=7.1 VF REQUIRED In S �r 1 O $ i' - \ $EL_OW GRADE° PLAN °ABOVE GRADE" PLAN 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION PROVIDED 3 qb\ \39;% \ ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. USE(1)-8'DIA.X 8'DEEP DRYWELL =338 CF 'T. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION wHIGH WILL Zb PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT LF#2 Q, CONCRETE WA5HOUT SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED REQUIRED �OQO0\1 N T S IMMEDIATELY. ROOF =752 SF X 2/12 X 1.0=1Z5 CF 5. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(7) / // I b� x. ^.\ `�' 9\ 1 �'. 29• 3 +'•:' \ CALENDAR DAYS. TOTAL=125 CF co 1 � ti0' 0 4.� 8'DIA.DRYWELi:"WITH A CAPACITY OF 42,24 CF/VF 2-' A83 �' d,1 I 2 tiq tio�r6B, QP \\ 125 CF/42.24 CF/VF=3.0 VF REQUIRED ���PRI x Z222 I ,0 201 a x $ \ IIIIIII ' � O °i0 \ PROVIDED 11 III of I 1b 3 _ ti� \\ USE(1)-8'DIA.X 4'DEEP DRYWELL =169 CF 26 9. i Arc Dq 13 ,�F\ q „ b1' bg° �� x Z1• ♦ b 5TA5 I L I ZED CON5TRUCT I ON ENT ZANCE LF#3 COASTAL EROSION HAZARD AREA BOUNDARY- 1 126 O .` 0 Ab r y - pQ°y Pp�I y�y \�B x \\\ NT5 REQUIRED ROOF =1,0115F X 2/12 X 1.0=169 CF LANDWARD LIMIT OFNATURALPROTECTIVE j? ti r 00, Qy MX, \� \Z TOTAL=169 CF FEATURE AREA AS SCALED FROM COASTAL S � 1 2 \q• ,="- -"-- P ° xI" Ob Q x \ EROSION HAZARD AREA MAP,SOUTHOLD DATED 08 29 88 � ` ti° \ b�`2 21?x Q ti ''Z� \g ip(� - L0� xp0\'Y' 01,°gyp y� 0'3���0 \\ �yy 69 CF/D42.24 CFNF=4.0 VF REQUIRED A CAPACITY OF 42.24 CF/VF xZb/ �� �-��1 PROVIDED 2g ) �� Fp Pep� 210q {l_ ✓0 \\ USE(1)-8'DIA.X 4'DEEP DRYWELL =169 CF X Os, yy z \ / °actib; k2 . =_� � b 3 Q'¢ ��lv/ '¢�/ \\ �b. x x n e /b' N i bg F P"I 26- y_ �j�'Q 1'Q \ \ LF#4 ff0 ryh� 2 9 r''x2g�2 x2A \ REQUIRED �. onj bA9 I ; QQ0°aOa�Qrc�p A°M N �r��O U/\� \\ \ I ON 3 5LOPE ROOF =809 SF X 2/12 X 1.0=135 CF �LL 0i4 b� , b 1 g\° . �° P� tpg� I�i 2g1D % \ �h MAX. TOTAL=135 CF 2gb 2gb9 I x2- y 91 ♦►® ,/ Z� \\ \ J� 8'DIA.DRYWELL WITH A CAPACITY OF 42.24 CF/VF .� �,.y 6 ti J 2J x a� x�° a� QQ 9 �, - '24`� / �3' \ ` �• 135 CF/42.24 CFNF=3.2 VF REQUIRED 28 s, Vol \ y�°� Ate_ kZ Z 1p �Y� \ k � \\ \ .�6 Q� p PROVIDED , o e gOq .[r \ CONSTRUCT SILT FENCE O011 ���� �bti a `/ /�b 2g1 x- -22 x2230_ _is. \ \\\ G O� AROUND ENTIRE PERIMETER USE(1)-8'DIA.X 4'DEEP DRYWELL =169 CF r^�1 ° O OF STOCKPILE ' ti_\ ? '/ \9\ fad \ `��9�9�'m �F`t a3 2 ao 2g a/ O (J� \ \ \ \ O' 0 Q z ff� 6 /xZgk\ 24ba \\\\ \ /� \ V��y ZbZxZZ9� k2Al2 Y� � 9qr- - - -1S X �q3a \ \ \ \ \ �� STOCKPILE,/ GRADE /. in \ Q gb I X�'g6 2b1 ryp r 3 \ 10 !0 _ eA \ V tJ, \ \ 2X 2/ 20 ^O �39 \ ` k ��°ys� \ \ k21�yg \\ CONSTRUCTION NOTES C��� fix% ND RBOUIREMENT. \ G Ob2 s0'' \\\ o��\\ 2.STOCKPI1. ILES SHALL BE LOCAON OF STOCKPILES ITED A MINIMLU OF 50 FT.FROM ' .11 13 CONCENTRATED 5TORMNATER FLOW5,AND INLETS. 2'�' •,(DO \ \ \ k,p33 p�� 3. WIND EROSION CONTROL PRACTICES SHAD BE USED ON ALL STOCKPILES ^ AS APPROPRIATE. G,o�j�\99 bA / / 9A O' y� OJy �i \ F GJ� NP 11\G �Q / 9� x~i0 J O �,J \ z\b\ 11g3/ ki / JN \I DIRECTED B4.REPAIR YIENSINEEOR R AGE PERIMETER CONTROLS A5 NEEDED,OR AS J�• '! 6 Z�. Po 5 \ x e3 Al O a O �. / 1 i b0 3 JC \ 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGH5 ,( c �(� , �/ bc) a. \ \ ONE-THIRD(1/5)OF THE BARRIER HEIGHT. O�A iU�o �� / \ \\9• k\g \ k111 2� 2/ /k r$ ��22q\2 q \ OPag3\ 1Y` \v1/ 21a3 (' p Q• VOW 9k ��� TEMPOPARY 5TOCKP I LE .19. \A°� \\ \ NT5 � \\ i' �GJr'NP SG �0 Ja° �, �C, .. C3 19b� \ \ \ DPI a O A �s� LP k \\ \ zZti10 P E06f OF WOO P�' °�, ,i \ \ RF °S WOVEN WIRE FENCE ENGINEER'S CERTIFICATION Z0- i �� A2 °Su EART}f/STONEORI \\\ aF 3 k23' pRF VFWAY \\ \\ FILTER CLOTH NJ UNDISTURBED DISTURBED AREA Fr LON AREA �`o ADO \ of l��,Qi! G6 O p °GFOF o '�►� 3 \ CY, WOODS \\ \ I_ [n op� o g �� \ \ \ I SECTION �^ off : rr� tiO"o OAF \ \\ \ \ �- THOMAS C.WO T,N.Y.S.P.E. 61483 OA OFO g 9�NP o��. \ \ \ WOVEN WIRE FENCE R ESSI / 8.00'- DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 _ �A4 \\ \ y ' \ ,a0 \\\ FILTER CLOTH LEGEND � P s � 3' p,, � \�'�' :ti• SURVEY FOR G6 Ox tP \ 23 = Z a• ti AP =ASPHALT PAVEMENT C' ��+ o .s �z \ S t s o CI'-IAA GALLANT BCC -BELGIAN BLOCK CURB PPit+ oy / `'��\ �•PG Lot 2 00 \�� \\ BP BRICK PAT) 9. BSW =BRICK SIDEWAILK o 0�` / \ y� gq9 `� \\°�; - at Orient, Town of Southold a CIC =CAST IRON CONFER � P.y�� \\ o E° \; '� ELEVATION Suffolk County, New York CC -CONCRETE CURB o CE =CELLAR ENTRANICE �� a`r rtp'P3$51<1 �b2 \\ \ �yy `°z STORMVII/ATER MANAGEMENT CONTROL PLAN CLF =CHAIN LINK FENCE \ 51 LT FENCE M CSW =CONCRETE SIDEWALK / �''�s \ \\ \\ NT5 CMF =CONCRETE MONUMENT FOUND � � �G PP �' � \\ CMS =CONCRETE MONUMENT SET O� DI =DRAIN INLET �-L o �C", County p 15 Block 02 Lot 15.8 \ Coun Tax MD District 1000 Section DRF =DEER FENCE j�' �'o \\ \ Q 'S \ MAP PREPARED NOV.07,2023 EM =ELECTRIC METER ET =ELECTRIC TRANSFORMER �(� °�OP / `hor \\ \\\ 6P�`�° yy Record of Revisions EOP EDGE OF PAVEMENT � REVISION DATE GV =GAS VALVE YO \ �, \\ \ HC =HOUSE CONNECTION L5 =LATH SET - �, =PROPERTY LINE WS =WATER SERVICE / �xPP� �G6 `OX WDF =WOOD FENCE c0 Ir- a. cam WIF =WIRE FENCE ,c\• �, o --- -- �' WSF =WOOD STAKE FOUND 'P Q� 'l` � �� °vF j LANDWARD LIMIT OF FRESHWATER \ \ \\\ \\ / WETLANDS AS DELINEATED BY \ \ o W55 =WOOD STAKE SET 20 0� y�d�Fya�Qi ��` A EN-CONSULTANTS ON DEC.23,2019 \\ \\\ =HYDRANT �' P / or' `--- \� \\ 60 0 30 60 120 180 UTILITY POLED > =LIGHT POLE ! \ \ �i a ® =WELL g9 \\ �yy $CQIe: 1 60' E1�.- •.�gB •• ��o goo, \\ V\ JOB NO.2023-0025 ��,N� G6N Om- Fri a� / \\ \ DWG.2020_00'15_2023_0025_bp lots 3 OF 3 ' mw.�oam„rwo:.00mw,o,we...r.n.."a..nwPrgn<w„P.P..rra,.wus.reEwr..:�u..µrwswzsnc..,�wwa.a�.,..nc.,aP„a=.os:R.<.r.cz.a.u.a.mrcn.ag.w..� a�r.ww. -ocng.. �aw.w.Em�a.Eo,ac...�ro.aEos.. oga.z„vHns.�.rm o.°us rn,»Ew,<wa.u�".,na.:m,'9QF...z1p0.n.assoa�iF°6�°ao.,.wxw.=er...mnmsw.a�n..000w,.w,'vaora,.o�an M6°48'29°E +CG o.o-wde.a...eroc r�'.anem Ha..ru-a naGi 18.5R' \ mi.a=iis+=o3 Pam,,.a�irn.Giaa ��}4{{ ^��yy��.rr ainNauomaegv�co�'vg<on ,L / OKiLU 4l:AJOCIWSQ� fig. BJ' / arg,Lua Swveyor w� //,,` � eNo�lport P�ole°z'capl by'�roe° SITE DATA h , / �' h •$��y —` AREA-6.95B4 AME5 /* N a �� o y.,' �'P fea'a '�` d�Y i ' /^ rnto wino Fs�arn�a-0a�roF�oipe�a'm�nv�oN Fcs.u�,zaUm ws �°�°i.i4�L`` V� ��s�•\ MAP No.A.S91 T2E LINE ALW+ ,',�' v 'I ,/1�eA ��Y�///J(� APPRO%iMATEMEAN /1. r.. S / d I 11— Y H26H WATERMART or {lV/l S E P - 5 2024 6C Building Department Town of S outhold p Lot 1 �rc �,t .E .� .r� � V cv �� 5sr e VA6 V-4 1041' � Via; 3✓ e° ���\r 2 0 !. N h�P - ��Q' -J Fg \\ a SURVEYOR'S CERTIFICATION f /"•, • l'� 4Z 1.,,,.,,,,,,w"�``�-'^�y�� • \\\ W+E�PAn MAQaaR�DAr�iCEawilAfl n.ALaLD O euLRkr oSUNn wavEvs +�,ry •�`\`.e ADOPrEO ev nR:NEwroRasrAre AssoanrioN OF PROPEss2oNA2 LANo HDAIIIELA WPArBL NY5.L5.N0.5a1212 LEGEND ae'Y�\ti QPc� SURVEY FOR AP ^=AsnuirPAveMENr 'g �.cry. 6'M�P� ,i .� Lot 2 .�y \ CHAD GALLANT asw at Orient,Town of Southold x - G� `'•S%. .°�� ;e�Y Suffolk County,New York R =,�E FOUNDATION LOCATION .C-N i GAF =WNOtETEYGNUMENr FOUND Sc'�� \ E DGA6 =CONLREiEMOWMENr 'yL •fir bya \.°�i� If100 s._..15 62 .a 15.8 OIIF =DEER FENCE Cn �e 3s'''6 1*� � \ /•� EM =PtFcm2c MFD3i ET =EIECl1aClAAN FOPM91 ,/ �` MM PREPARED NOr.01.2023 E. =ED OFBAS�A T 'fJ0^, �� i` 'a ?v REYf40N Record�so 333" DA+E MC .HOUSE[ONNEC,ION /' '!•4 t ` K Y�+•'¢Y�rK. Ls -UTH SEr s,ER�na / 28`9G�q ow �� {f Fes__" -'' ,`�"` j• \ Pm�..,.,+°N�-�. ` .—_. `--__--.—' WDF =WOOD fEnYE S�C. �j �— fi ws s :waaD—Q FouND G`6';' / 4 ___; ; !� waw,Pou `\ \\ .•,wss =w000sr SET �?6 Q ,�ioY`h5�4 `�a �' � ,m�•�° \ — '�',.. 2SS' .A,urea =HvooAHr ` E =uRLtrY POLE �` 'A+ Leo O =LILHTPOLE -- WEu sralD:l°=bo F � w_� P° C 1 TOBNO.xa22OR5 1 DWb.20N_oo1�2o23_oD2D�arN»IwLbc IOF2 tc I �\N zr"z' SITE DATA AREA 6.9594 ACRES N ti V11 Lot 2 iN lip SURVEYOR'S CERTIFICATION ...—TO CHAD GA—NT TT-5­5 NEW VORCSTATEA--GF PQOFORLAFSURVEYS nSSR)NAL lwNp wo—ow.yOVNb LS... Tj- SURVEY FOR LEGEND CHAb GALLANT at Orient,Town of Southold Suffolk County,Nm York FOUNDATION LOCATION 5%EY 1000 02 158 CMF C. 4 oAF 77� S.�Four D 5 1.;P 60' 30a NO. 00 o a A�.Fe_= SITE DATA AREA=6.9584 ACRE5 PAS,n \ C ti\\ _41 LOT NUMBERS REFER TO SET-OFF-P PREPARED FOR AMELIA MENDOZA FILM IN THE OFFICE OF THE CLEU OF SUFFOLK COUNTY ON FEB.25.ZOOS- NO NO.A-591. 0, s "k. 1 0 6.7,P % '0" 0 % �, \\` 16 o­ Lot 2 S. 4- h� SURVEYOR'S CERTIFICATION n, -WE HEREBY CERTIFY TO CHAD GALLANT THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OFPRACTECE FOR LAND SURVEYS 5UAVEYM. ADOPTED BY THE NEW YOU STATE ASSOCIATION OF 7FpS5IQM!L LAND A 0_1 o_ HDWAR W.YOUNG.N.Y..LS.NO.45SW bANIEL'A.WEAVER,N.Y.S.S LS.NO.50M SURVEY FOR LEGEND CHAb GALLANT AP ASPHALT PAVEMENT at Orient,Town of Southold sp =M 0CC BELGIAN BLOCK CURB Suffolk County,New York CK PATIC BsVv =BRICK SIDEWALK Al ac CAST NON COVER CC CONCRETE CURB FOUNDATION LOCATION*_WEY CE CELLAR ENTRANCE cLF =CHAIN LINK FENCE o Csw a CONCRETE SIDEWALK County T.Map IDOO 02 La, 15.8 CAP CONCRETE MONUMENT FOUND MAP PREPARED C� CONCRETE MONUMENT SET 151 N.I0I.2023 bi =BRAIN INLET h Record of�R DRF -DEER FENCE REVISION DATE EM A 1)G 2 D DmA z� ET ELECTRIM �FoRMER EOP =EDGE OF PAVEMENT Gv =GAS VALVE LATH SET WDF =WOOD FENCE WrF 2 WME FENCEWSF =WOOD 5 KE FOUND t MISS STAKE SET HYDRANT UTILITY POLE LZGHTPOUE scale:V= 60' WELL JOB NO.�25 DWG.2020_0015_2023_M25__f..Wfi­1c ___2OF2,) \m Me 22YE , •\ '�roo w,.am.u.w. � .'� - '901Ut1�1U50C1c1145 ,z,a.. SANITARY MEASUREMENTS '$ HA sTllE DATA y. �\Lot I ���� SURVEYOR S CERTIFICATION vim' / \ e AN 'Y.'• LEGEND Lot s$ ':hj�.'\' CHAD GALLANT e.o,mm,Tnwn of xmheia Suffolk County,New YorM �FZNnLsM.VEY"-- � v2 y YtP� � P y R\\ •. �^\ "y wrwv,u[o ..e�a.m"e fE�4'�'�, \� �Ta \ \\,. nRecoN oh 0.evisio� Fm [ac[arr.,hvb+r cv ,wsvure _ , we �xoua mxerna t— _� a — — -- — -- 1 s 1-60 () i UNIAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LIiNES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHEF:S. /, \ 400 Ostrander Avenue, Riverhead, New York I IQOI tel. 651.721.2303 fax. 631.-727.0144 N76048'29"E \\ ad.in®youngengineering.0 om 18.58' / (Py" mq 0,e�p4aojo-elv Howard N. Young, Land Surveyor SANITARY MEASUREMENTS Thomas G. Nolpert, Professional Engineer Douglas E. Adams, Professional Engineer A B Daniel A. Weaver, Land 5vrveyor _ \�Q 03b0 \ OWTS 25.5' 20' ;ia0 '�� \ DB 32.5' 27' SITE DATA 0 `S; 0 ne LPl 39' 35.5' AREA = 6.9584 ACRES LP2 31.5' 36' AC) / % \\ 4oQ°� /�P���° 6 F� ^ma's \ * LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA ,� o o• ,.t! �;� FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS /_ y o. / ! / tia�? o� ' �"" , MAP N0.A-591. O 00 / j tih �o ` . �'�' / i(� j //� oi-•°�°Dri, o6jN oO ice QQQ''oa ��' �� O• \\ 0 P11'1 F TIE LINE ALONG APPROXIMATE MEAN / a° HIGH WATER MARK / / // �/ �°a oG�Ok `\ y (07/28/2024) / \' o�Piao � O O 00, F / QOO�c.oP-�0 RO 2nd STORY DECK 6 0 / // �i �OVN 1st STORY DECK SEWER LINE -\ , 2nd STORY OVER WATER SERVICE (1° 1st STORY DECK /� 9 b0, HOUSE \\\ , SPRING HIGH WATER / // �C0 .�9 &GARAGE (UNDER g CONSTRUCTION)f BOO° a 9b P9�6OQ \ P \ o ' v C<e,rc G e ® ® o \ os 9. COASTAL EROSION HAZARD AREA BOUNDARY- Iwo LANDWARD LIMIT OF NATURAL PROTECTIVE d� poi ;Ed FEATURE AREA AS SCALED FROM COASTAL s s O S# ® ,, Lot 1 p��°JyP °� EROSION HAZARD AREA MAP,TOWN OF 3T, SOUTHOLD DATED 08/29/86 f�O60 O ;® C° �J ® RSDP�°\� ,9 �Q°°v�Ov a 6 Pt1 ✓ ls, 'Sow OA 0 ell \ 57�9 o yQS� ice--- 03� y109 JgE \\ Q (� SG P �` ` 9 A h Pc� ,.,1z���,° �X \ tea•,` C' �' cJc� LL O 1 C �° O! / Q-0°�Q°�G 6°0 P \` \ t?Y P , y OO''0 STT 41 °Z �00 Ga`p�` FO o� PS`,.- \ l'RF EDGE OF WOODS `\\ qJyy 1 C) /S70NEDRIVEWAy ` SURVEYOR'S CERTIFICATION pRF 11 rySD \\ ` *WE HEREBY CERTIFY TO C H A D GALLANT THAT THIS SURVEY WAS o PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS N \ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND OF /' \ ` y SURVEYORS. ✓" qICI N S <1 O EO Q. i Gjr P {i O G f OF OO E/\ ��D w Q•1� 04 C+ 9 6a \ c� 2 �t� y0 0 G 0 �^ �% X \ eta E ` Y. ,� o -0F �� \ G7 �r Po Q / \ 4 �O ��� \\ HOWARD W.YOUNG, L.S.N 5893 �F 45893 DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 q N D Z,A LEGEND �rG PP sG �0 ��� ��p� SURVEY FOR AP =ASPHALT PAVEMENT o �°ti ��' r'S °�`� 00 \ BCC = BELGIAN BLOCK CUIRB �• P `r'o �`o\ p ``\Zo , CHA D GALLANT BP = BRICK PATIO �P G O ,' �0. y99 LOt 2 at1. \Ell 6 \ e BSW =BRICK SIDEWAILK o ^. / \ ti \ \ at Orient, Town of Southold CIC =CAST IRON COVER C� �S�P��, 1 \\ OO �o a� Suf f o I k County, New York CC =CONCRETE CUiRB O / d y� ti \ \ yy a CE =CELLAR ENTRANCE , \ o` �P3��e. \\ N CLF =CHAIN LINK FENCE 2 - \ \ HEALTH DEPARTMENT FINAL SURVEY CSW =CONCRETE SIDEWAILK "SIACMF =CONCRETE MONUMENT FOUND i l� CMS CONCRETE MONUMENT SIET / G�� N, �% 0" QSo�o \ County p 15 Block 02 Lot 15.8 0;- 0 \ COUn Tax Map District 1000 Section DI =DRAIN INLIET 7j- o �0" '. \ s 6 \\ FIELD SURVEY COMPLETED MAR.18,2026 d DRF =DEER FENCE P s0��%` `\ ` MAP PREPARED MAR.19,2026 EM =ELECTRIC METER Z O `,� ET =ELECTRIC TRANSFORMER EOP EDGE OF PAVEMENT � `p PAX, / ` `� 0, �yy Record of Revisions s' \ REVISION DATE GV =GAS VALVE O �� ,� \\ \ HC =HOUSE CONNECTION LS =LATH SET !� =PROPERTY LIINE \ WS =WATER SERVICE , G��P� G6 0 WDF =WOOD FENCEo �c� WIF =WIRE FENCE o �� F / LANDWARD LIMIT OF FRESHWATER \ \ c WSF =WOOD STAKE FOUND P OX �p9 �\ j WETLANDS AS DELINEATED BY \\ \ WSS =WOOD STAKE SIET ti O� F`�r'� tiFoFy� s� �� q i I \ EN-CONSULTANTS ON DEC.23,2019 \ =HYDRANT ��\PG�, ' °� 2ti `- 60 0 30 60 120 180 =UTILITY POLE ® =LIGHT POLE WELL Scale: 1" = 60' 0. = / GE9 �` \ �� � JOB NO.202'3-0025_ _Ox '- / \\ \ DWG.202000152023_0025_fs_lotl 1 OF 2 .- • • v • r r r•v.• • • v r r • a • • •ru • .• •• r. •. • • • • a• • .v •• • • • • a• • • •a •.v,v • •,/ • •.•• •..i ../, .. • • ., .,•/u • .. •. /.i • • • • . YO ��� �� `\ \ 400 Ostrander Avenue, Riverhead, New York IIcI01 A `\\ ��yy tel. 651.727.2505 fax. 651.721•0144 �G6 `O� too, ad.In�youngenglneering.com P s�s'o�. \�\h \ y-� qpE� � j \\`\\ \\ Howard W. Young, Land Surveyor ineer O 0- Thomas\\ `` Eti2 \\ Douglas E. Adams, Professional Enort, Professional gineer �`a // - �\2 Eat,. E$ i - / -/- \\ \�\ n "` 9� Dante I A. Weaver, Land Surveyor SITE DATA i \ 41 ` Eb ob % \\ �' ` t\} AREA - 6.9584 ACRES AO� \ Ey EA 1� '' \``\ 1 \ i� Qa all pts \ �- / �`I h 1 \ E\ LANDWARDLIMITOFFRESHWATER �O y \ �q WETLANDS AS DELINEATED BY \ C% �^ ;os EN-CONSVLTANT5 ON \ S DEC.23,2019 * LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS MAP NO.A-591. / Y, / \ OF Ile ollool / 0 T• It, /P p� 'S� / \ �0005 s��X. P s \ P,y G6 pX \ \ mac, \ cc, °%. � \ \ O� Oh 70 G 0 S � 3• ti \ sir N,S G6 Ox o .yc„ 170 P Q Lot 2 \ \ \ \ \ s GP s \\\ \\ G6 `O \\ \0 90^ /-/s; 6 \ \\\ T. P.r o \ \ �% O \O h. � \ kip YO \\ QZQ Ja0 \\ \ / FO •a \ / / \ 0 \\ \ \ 370 PP'y SG6\ O`X / \ a o \ Ps 'oy Fold ' ?'� �rQ o \ P pX °s ��31 SURVEYOR'S CERTIFICATION `\\ WE HEREBY CERTIFY TO C HAD GALLANT THAT THIS SURVEY WAS PO§i \ /' ��O \ ^ PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. , ox G \ // G` � \ ✓ � �V,`'. •` r•-•�.1,i �, y' �"v . ' cli 4 / \ O� FS O �p ti IZZ 4 E st HOWARD W.YOUNG, .S.L.S.NO'45893 `\ DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 SURVEY FOR �� LEGEND \, �� \\ CHAD GALLANT AP =ASPHALT PAVEMENT \ ,' \ = BELGIAN BLOCK CURB at Orient, Town of Southold BCC BP = BRICIK PATIO \\ \\ Suffolk County, New York oB5W =BRICK SIDEWALK N CIC =CAST IRO1`9 COVER N CC =CONCRE'TE CURB \ , \ ago D HEALTH PARTM NT FINAL SURVEY n CE =CELLAR ENITRANCE \ / \ h a \ b CLF =CHAIN LINIK FENCE / \ � County �p 15 Block 02 Lot 15.8 � COUtI Tax Map District 1000 Section o CSW =CONCRETE SIDEWALK FIELD SURVEY COMPLETED MAR.18,2026 9 CMF =CONCRETE MONUMENT'FOUND ` ° MAP PREPARED MAR.19,2026 CMS =CONCRETE MONUMENT SET \ \ DI =DRAIf>\I INLET Record0 DRF = DEEIR FENCE \ \ EM =ELECTRIC METER Revisions REVISION DATE ET =ELECTRIC TRANSIFORMER \ EOP =EDGE OF PAVEMENT ` GV =GAS VALVE \ LS =LATH SET t =PROPERTY LINE WDF =WOOD FENCE \ ti s WIF =WIRIE FENCE \ WSF =WOOD STAKE FOUND m WSS =WOOD STAKE SET 4 =HYDRANT (b�� 60 0 30 60 120 180 UTILITY POLE \ �b o >Yt =LIGHT POLE Scale: P = 60 O =WELL \ JOB NO. 2023-0025 DWG. 2020_0015_2023_0025_fs_lotl 2 OF 2 ( ) 71 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADpITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. // \ 400 Ostrander Avenue, Riverhead, New York I Ia01 N76°48'29��E ` tel. 631.'727.2303 fax. 631.127.0144 admin®youngengineering.com 18.58' \ °F \\ Howard N. Young, Land Surveyor Thomas G. Noi ert, Professional Engineer <'N SA ITARY MEASUREMENTS P 9 Douglas E. Adams, Professional Engineer A B Daniel A. Weaver, Land Surveyor 'po �jo� \\ OWTS 25.5' 20' V / / was o� \ De 32.5' 27' SITE DATA o LP1 39' 35.5' AREA = 6.9584 ACRES O,S LP2 31.5' 36' LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS °1 MAP NO.A-591. P E -o TIE LINE ALONG yti�o�'� 0 01 APPROXIMATE MEAN // / / o+o�o �oy HIGH WATER MARK / / e� o� (07/28/2024) / PQo �Fco,•y iao O P \. SEWER LINE C gP�RO RO 2nd STORY €Ck d' 1 \`\ 41y5 SLATE STEPPING STONES Fp O R / / �`fe8s, c WATER SERVICE 1st STORY Df Ck `L-, boll, y 2nd$T6S y OVER COaC• 5N°� 1s1 STORY DECK SPRING HIGH WATER / �;y�oN�S 1f9 9ll. 4 -2 STORY HOUSE r J' �_1�p GARAGE Gil, 0G osQr�o / 100� 1 ` D �PCE P�1 PNS�ey of 2 s5 r •1 y P ® OBE Ob 9-0 G0 oNC' NC• n� a o 1b0 O \ C CO COASTAL EROSION HAZARD AREA BOUNDA4RY- LANDWARD LIMIT OF NATURAL PROTECTIVE Oa (� } \ FEATURE AREA AS SCALED FROM COASTAL ass �C' l � ® °i PF' ``��` LO 1 �Ovy� EROSION HAZARD AREA MAP,SOUTHOLD DATED 08/2 9 BS / /ljO ST. Q�'���A Q OL" ® ® GP�oa \\ P��ROO,, P�'Z'&Jy� 2yj <3O�Di 6° 4,o ;C0� 1 �S c� Q00 \ S7, T l Y1 P\,00 00� \P� `11E`� P ✓O \ O O O U C QQ Ey \ \ \ \ 'Y Al 09 CID O,S� 6✓, ��8`''S 3` ~ HE°G� h 3 \\\\ ` ai5y p`r �O O VS C"- X, ��'� `� y titib°v 3 \ o ` 0 0 4 h �Ps �Py�t1` 9 ✓ �?�9 `s` ��` \ GAO' os RPIOP \ � _O P�� `sl• �s \ O \ �y5 5� tiF 14 �c \ `Vjc APB 03� 0�5� V\ tic`°'j G6 O� 170 \ oA \ \ QZQ Ja° ,r 6a, \ Dr OA\PSL%�� Q PRF EDGE OF WOODS \\\ \C%' °�° pRF EAR17i/STONEDRIVEWgy \ SURVEYOR'S CERTIFICATION *WE HEREBY CERTIFY TO C HAD GALLANT THAT THIS SURVEY WAS / \ \ PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ` ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFS SZONAL LAND SURVEYORS. Q�c `O� fOGEOFW '`,h r��c J 1!/ N •0 ��,y 'L� �p \ Q'SR� \ \\ is r `� �;� ��� ,L•1 0' '" '�t [V A p'• ooDs PO 370 ,l. "I F��1��Aa�,c.` \\ DANIEHOWAL A.'INEAOVERGN.Y.S.LSSNO.507713 LEGEND ` f `o ` AP = ASPHALT PAVEMENT S�, P s S��O Goa PG `\ `\FE3� SURVEY FOR BCC = BELGIAN BLOCK CURB ��'N� G6o,0'. BP = BRICK(PATIO °,�" �r �s °�� LOt 2 0 \\\ 2 CHAP GALLANT BSW BRICK SIDEWALK , fit+ 'o `Lo,�\ .p o \ O \ CIC =CAST IRON COVER E CC =CONCRETE CURB o �.s. / \ 5= ` `S' \ at Orient, Town of Southold N CE =CELLAR ENTRANCE �� �P�S \ p \\ems F�a� s Qa' Suffolk County, New York CLF =CHAIN LINK(FENCE YO / �O �5�bi �p (� N CP CONIC.PAD , \ FVP3� \` l� �VJ l� FINAL SURVEY N CSW =CONCRETE SIDEWALK \ \\ N CMF =CONCRETE MONUMENT FOUND 75 CMS =CONCRETE MONUMENT SET a DI = DRAIN;INLET ' i� \ \ County p 15 Block 02 Lot 15.8 �,�'P� G6 �,� � Q o,,�° A U G 8 2026 \ COUII Tax Map District 1000 Section L a \ FIELD SURVEY COMPLETED MAR.18,2026 DRF =DEER(FENCE o' o .s ,s 6 \ \ DW =DRIYWELL Ps 'o \ \ P O>c 'S� , \\ Building Dgp2r ment MAP PREPARED MAR.19,2026 EM =ELECTRIC(METER '� 2 0 �� \ F�N..ta Town of Southold ET =ELECTRIC TRANSFORMER ° / o`' \ \ oh EOP =EDGE OF PAVEMENT s P'iX,, , ` \\ GP �y5 Record of Revisions GV =GAS'VALVE 70 /' \ HC =HOUSE CONNEOMON _-- �\ \ REVISION DATE LS =LATi H SET � \ 3� -- —_ `\�P \ FINAL SURVEY .TUNE 17, 7m�, =PROPERTY/LINE / SG �oP WS =WATER SERVICE �' 'j �'6 WDF =WOOD(FENCE ' �' '9C as%• \ o �s , -- WIF =WIRE IFENCE �. Ps s'o WSF =WOOD STAKE FOUND 'P O� �� �� ORF j LANDWARD LIMIT OF FRESHWATER \ \ WSS WOOD STAKE SET �s+ �� / WETLANDS AS DELINEATED BY p ��• F!�\�� SFa?i����� �` A EN-CONSULTANTS ON DEC.23,2019 `� \ r =HYDRANT P� , �� yam, =UTILITY POLE `5570�`' ��\ j ; �\ \ 60 0 30 60 120 180 =LIGHT POLE �.� u i 0 WELL /' �9 �1 ��55 Scale: 1 60 JOB NO. 2023-0025 DWG. 2020_0015_2023_0025_fs_loti 10 2 Ojc � \ \ 400 Ostrander Avenue, Riverhead, New York IIa01 A% `\ ��y� tel. 631.T27.2305 fax. 651.727.0144 SGc� a •- �EB .- -.` �tio �� ; \\\ \ admin(pyoungengineering.com s O \A �� \ Ey- �z j \\ Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer �S7P��, -� Douglas E. Adams, Professional Engineer p - E - /- / \ \ 9� Daniel A. Weaver, Land Surveyor - ��' -�,e � `\\ 2�° SITE AT �f- \ \ 9L AREA = 6.9584 ACRE5 9� lox, h \ / \a LANDWARD LIMIT OF FRESHWATER SO O \ ti� \WETLANDS AS DELINEATED BY �\ EN-CONSULTANTS ON \ 55 S ', DEC.23,2019 \ * LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA 1>C1 /.- `\\ FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS MAP NO.A-591. / \\\\ \\ G � / 0 �0^ ;�i 'O�Q O` 3,0 65 6 X \�. \ S 0 \ \ 0 0' o O \ coo" h 1 sV 'jjc, P `CA `0X 'L O \ 70 Q P \\ Lot 2 \ s cP s \\ \ G6 `0� \\ \ \ oAN \ \ 70 c� mac• °%` �\ \ � \ � ` °AN. 'si \ \\ off` ti 0 0� ' \ . 01 \\ \ / \ 11 \ \ \ P C O oMIA \ o• E 1 SURVEYOR'S CERTIFICATION fit° �� \/ \\ 03 (��� N WE HEREBY CERTIFY TO C H A D G A L LA NT THAT THIS SURVEY WAS S \ �S7O lo, \\ �C� \\`\ �\ �o PREPARED IN ACCORDANCE WITH THE ODE OF PRACTICE OR LAND SURVEYS \ / \ L4, `\ Q� ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND i SURVEYORS. F =' \ 6 0� L; Cr rj O 'S� Ov o O U: \\ P \ Q �F :. ;. Gj7 1 G \ �� �0 \\ HOWARD W.YOUNG,N.Y. . .5.N0.45 93 \ �/I _ DANIEL A.WEAVER,N.Y.5.L.S.NO.50771 LEGEND \ _ 1/, i AP ASPHALT PAVEMENT \\ �� � \\ D^ SURVEY FOR BCC = BELGIAN BLOCK CURBBp BRICK PATIO BSW = BRICK SIDEWALK \\ ��� CHAD GALLANT CIC =CAST IRON COVER CC =CONCRETE CURB \ �' \ at Orient, Town of Southold CE =CELLAR ENTRANCE \ \ CLF =CHAIN LINK FENCE \ / \ Suffolk County, New York N CP =CONC. PAD \ FINAL SURVEY N CSW =CONCRETE SIDEWALK N CMF =CONCRETE MONUMENT FOIUND \ ' \ ptio CMS =CONCRETE MONUMENT SET \ ' \ � �b County Tcuc Map District 1000 Section 15 Block 02 Lot 15.8 DI =DRAIN INLET DRF =DEER FENCE DW = DRYVIVELL \\ \\ FIELD SURVEY COMPLETED MAR.18,2026 EM =ELECTRIC METER \ \ MAP PREPARED MAR.19,2026 ET = ELECTRIC TRANSFORMER \ \ EOP =EDGE OF PAVEMENT \ \ Record of Revisions GV =GAS VALVE \ HC =HOUSE CONNECTION REVISION DATE FINAL SURVEY .TUNF 17 _ 2026 LS =LATH SET ` =PROPERTY LINE WS = WATER SERVICE \ = WIF =WIRE FENCE \ �q WDF WOOD FENCE a \ tih o WSF =WOOD STAKE FOIUND \ c WSS =WOOD STAKE SET m =HYDRANT \\ 3h UTILITY POLE �� 60 0 30 60 120 180 0 7Yc LIGHT POLE \ ?b Scale: 1° = 60' (L = 1AVELL \ \ JOB NO. 2023-0025 DWG. 2020_0015_2023_0025_fs_lot1 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERRTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TORE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO AIDDIT70NAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. A• 400 Ostrander Avenue, Riverhead, Now York II4101 tel. 631-121.2305 fax. 691.121.0144 N76048'29"E \\ ad:in®younganglnooring.com 18.58' Howard W. Young, Land Surveyor SANITARY MEASUREMENTS Thomas G. Holpert, Professional Engineer Douglas E. Adams,Professional Engineer A 8 Daniel A. Heaver,Land Surveyor - ` OWTS 25.5' 20' �°'o o�'�o`L \` � SITE DATA O� // // e� OS 's C,y DB 32.5� 27 a ems S ,S , �' AREA = 6.9584 ACRES �Q G,f LP2 31.5' 36 C� O�'.s� — k / ,Z ° ' 1s F * LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA F�o`�° i * FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS O ^o //�_�/1/ / /otioa ' •3�,� ° SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MAP NO,A-591. f �' so;16 a S APPROVAL OF CONSTRUCTED WORKS FOR VC)o L 0 A SINGLE FAMILY RESIDENCE AND 'TIE LINE ALONG APPROXIMATE MEAN / / // / �� °. a° Cabana HIGH WATER MARK (07/28/2024) / o� °��.� \`, �yy r 5/28/2026 R-23-1129 , Q o 6R ems, �o Date H.S. Ref. No. t� `J C� \ 0 O �`�o O :��X \` s� The sewage disposal and water supply facilities at this location have been / Q O o� `\\ s�, inspected and/or certified by this Department or other agencies and found 12 �� to be satisfactory FOR TOTAL MAXIP?IUM OF sro BEDROOMS. e� / / / ear O % Q � , % / �r \ yy RO 2nd STORY DECK k `\ d� ist STORY DECK K -w� \ D SEWER LINE 2nd STORY OVER // `\ l o n a4� nl Lno a i f-. WATER SERVICE / ,� , E , C H Q E 1st STORY DECK b9 0 \ . 2 STORY GEHOUSE O ,39� f �`\ Office of Wastewater Management �- SPRING HIGH WATER / f Y10" (UNDER \, / CONSTRUCTIO OCR- AO✓ / ,qr� / ® ® ra8� p.� � D'�' 1A�• � rQ�° �gv{YQ r,JI�'' \ 4z fY�• \\ ' COASTAL EROSION HAZARD AREA BOUNDARY- LANDWARD LIMIT OF NATURAL,PROTECTIVE FEATURE AREA AS SCALED FROM COASTAL Q` ® ` y EROSION HAZARD AREA MAP,TOWN OF 'p, ° Lot ?o to � ye g1b�� SOUTHOLD DATED 08/29/88 / °S' S ® (Z� �QOOvY 3 v , 60 ° c�\y sv�r �� tt,Evdd�l V :•. u :a 100 �S` yy °S �o 2 S c ��• rrr o .41 c�Px 0. \ 0, oy QP r off , \ o. t° \ \ h\ 0� Elr E� \ 1 1f C, Gj� sG P s ! 99 �h3� � 2���°�' o� ��, h 03a3 Fpi O� a��� �o O� ID glu € si Oxr P4 G6 ` �� `\o Dr $, F ofco, CIA s�+ ipANti0 % s � +�sro qrA DS,A y yy \\`\\ \ SURVEYOR'S CERTIFICATION sI0 WE HEREBY CERTIFY TO C HAD GALLANT THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS \ \ \ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESS NAL LAND SURVEYORS. ° \ fOsf 0p WOOS \` \ ��Q� ,o W. y�0 R P � iZ �s► 'o `� T a� G) �O HOWARD W.YOUNG,N. L.S.NO. 893 45893 Q�k� �3�A`�\ `\\ . .DANIEL A.WEAVER,N.Y.S.L.S.NO,50771 ni p 5�✓' � a \ o , LEGEND SURVEY FOR AP =ASPHALT PAVEMENT o MCA ai t`s `° CIO"` CHAD GALLANT BCC =BEL6IAN BLOCK CURB j Os� a�\ �pG 9 Lot 2 �0 `\ \ VIP \ BP = BRICK PATIO PZ O ' \ �� gy. \\��• BSW =BRICK SIDEWALK Q ^% z CIC =CAST IRON COVER � at Orient, Town 0 Southold G� vas e�� oo ° \`� \ '�' Suffolk County, New York CC =CONCRETE CURB N CE =CELLAR ENTRANCE � �O �r3�yb? `,` , �yy CLF =CHAIN LINK FENCE HEALTH DEPARTMENT FINAL SURVEY CSW =CONCRETE SIDEWALK CMF =CONCRETE MONUMENT FOUND �' �'�PP Ica �O \ � ° `\ ` 15 Block 02 Lot 15.8 CMS =CONCRETE MONUMENT SET x � 0' � ``o `� \ � DI DRAIN INLET �.L Cp�C� '6,• C6. \ County Tax Map District 0 Section cAN o FIELD SURVEY COMPLETED MAR.18,2026 DRF =DEER FENCE EM =ELECTRIC METER P \``, �`�� MAP PREPARED MAR.19,2026 \ vt ET =ELECTRIC TRANSFORMER EOP =EDGE OF PAVEMENT �S�P��r,, ° ` Record of Revisions GV =GAS VALVE O \ REVISION DATE HC =HOUSE CONNECTION \\ ` LS =LATH SET 61 =PRtOPERTY LINE �G SG <o 6P� WS =WAITER SERVICE 6 O` WDF 1WOOD FENCE i WIF =WIRE FENCE '�• \ \ $ LANDWARD LIMIT OF FRESHWATER \ WSF =WOOD STAKE FOUND WETLANDS AS DELINEATED BY c WSS =WOOD STAKE SET p O�% y�O�Fy��� ��� EN CONSULTANTS ON DEC.23,2019 \\\ \\ =HYDRANT Ix, / / \ \ 60 0 30 60 120 180 cU, =UTILITY POLE O / ` •� `, `, LIGHT POLE Scale: V = 60' ® =WELL '/ S G6 .. fie- -• ' - \o yap/ \\ JOB NO.2023-0025 ', Gje�•0,3 % <:0�- �, - / \\ , DWG.2020 0015_2023_0025_fs_lotl 1 OF 2 r vn• n•t.•r wv •r•v w•rrav.n.,.•w ..•u•.. w•ww yr ,• u..wa.w+.v•a•v•avrww.n•a•a ww•r.n•w .w.vc.•u.,v ,r,.,n...w. •.w t••!.w•• nv N. /.••w.w•vw. t..• .n a.,•w.vw..n•. 400 Ostrander Avenve, Rlverheod, New York 110101 / �q �, \\ �.t►55 tel. 631.'127.2303 fax. 631.721.0144 -• � ...'�``e""-,,,..• -��\° �� � \\ ` admtn�yovngengineering.corn Gam•e� SG6 `0� ' Z 0 9c� � 0 N r, \ \ Howard N. Yovn , Land Svrve or Thomas G. Wolpert, Professional Engineer v� ��Z D m Douglas E. Adorns, Professional Engineer `Syr /`' v \ ��• Eg -i - le - I \\ 'Pi� \\ Daniel A. YVeaver, Land Surveyor _/ \ _ �,5 �/ \`\\ ��, \ � � SITE DATA S\b I \\ ` L \L \ AREA - 6.9584 ACRES 01 \ / ti \ / \ LANDWARD MaTOF FRESHWATER /�� \\ \ �O y Q \ �q WETLANDS AS DELINEATED BY / Ilk�/4 0�hji /� EN-CONSULTANTS ON DEC.23,2019 / \ Ix LOT NUMBERS REFER TO SET-OFF MAP PREPARED FOR AMELIA MENDOZA FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB.25,2005 AS /-- ; \\\ \ MAP NO.A-591. V, \\ \ / \ \ \ It 70 P' G6 `0.X O O C 9C, P:`• ua \ .s p O \ A 0b \ SG�P� sG6 `! K •0 Jrq Q� 4 Lot 2 Q \ sic 't G6 0� \ \ p9Cno12-, 2 O `\ \ o \ o / 0.41 \,00 2 0„ 0 \ D e� G6 <:0� \ \ \ \ \ 2 O VIP `\ °3 ^h_ SURVEYOR'S CERTIFICATION \ uS�P'�x% WE HEREBY CERTIFY TO C HAD GALLANT THAT THIS SURVEY WAS O O ^ PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED 6Y THE NEW YORK STATE ASSOCIATION OF PROFE,5=NAL LAND SURVEYORS. OF ri t AV to r 4589 Y0 E \\ �� / \\ A� HOWARD W.YOUNG, r. .5.L.S.N .45893 FQ DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 !�1 N Dom, , �\ 7 �. Ay^ SURVEY FOR LEGEND \. 9 \, CHAR GALLANT \ > E AP =ASPHALT PAVEMENT ,' \ at Orient, Town of Southold 3 8CC =BELGIAN BLOCK CURB BP =BRICK PATIO �\ ,� �� Suffolk County, New York m SSW =BRtICK SIDEWALK ' N CIC =CAST IRON COVER `'b HEALTH DEPARTMENT FINAL SURVEY CC =COONCRETE CURB � CE =CELILAR ENTRANCE \ � \ CLF =CHA:IN LINK FENCE County Tax Map District 1000 Section 15 Bock 02 Lot 15.8 o CSW =CONCRETE SIDEWALK CMF =CONCRETE MONUMENT FOUND ` CMS CONCRETE MONUMENT SET \ FIELD SURVEY COMPLETED MAR.18,2026 := MAP PREPARED MAR.19,2026 DI DRAIN INLET DRF =DEER FENCE \ ` EM =ELECTRIC METER ` Record of Revisions REVISION DATE ET =ELECTRIC'TRANSFORMER \ EOP =EDGE:OF PAVEMENT ` \ GV =GAS VALVE LS =LATH SET t _(PROPERTY LINE WDF :=WOOD FENCE \ b � tih S WIF =WIRE FENCE o WSF =WOODS STAKE FOUND m WSS =WOOD STAKE SET ` hh =HYDRANT \ (b� 60 0 30 60 120 180 Cam, =UTILITY POLE \ �� Scale: 1 o _ 60' v )yc =LIGHT POLE \ ® =WELL ` JOB NO.2023-0025 DWG. 2020_0015_2023_0025_fs_lotl 2 OF 2 1ZGenerated by REScheck Web Software Compliance Certificate Project 38015. Main Road, Orient NY Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,980 ft2 Glazing Area 44% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 38015 Main Road Jonathan Schloss Architect Tom Baccarella Orient, New York 11957 277 Broadway NY Building Technology Group New York, NY 10007 159 NY 25A (212) 213-5546 West Building,Suite B Miller Place, NY 11764 631-495-0289 Info@NYBTG.com ;Compliance: Passes using UA trade-off Compliance: 5.8%Better Than Code Maximum UA: 1437 Your UA: 1353 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified,climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling vaulted-R30 LID foam or equal: Cathedral 2,333 30.0 7.0 0.027 0.026 63 61 Ceiling Wall to amb-2" Flash and Batt: Wood Frame, 16" 6,175 27.0 0.0 0.051 0.060 163 191 D.C. Door-Labeled Fire door: Solid Door(under 50% 48 0.200 0.320 10 15 glazing) Door-Glass sliding-Fleetwood 3000 AWA: Glass Door(over 50%glazing) 1,258 0.330 0.320 415 403 SHGC: 0.32 Door-Glass Swing Fleetwood 350: Glass Door(over 50%glazing) 124 0.440 0.320 54 40 SHGC: 0.32 Window-Fixed w/vent Fleetwood 3800 AWA: Metal Frame w/Thermal Break 782 0.330 0.320 258 250 SHGC: 0.32 Window-Casement-Fleetwood 350 AWA: Metal Frame w/Thermal Break 197 0.330 0.320 65 63 SHGC: 0.32 Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window-Sliding- Fleetwood 3000 AWA: Metal Frame w/Thermal Break 334 0.330 0.320 110 107 SHGC: 0.32 Window 6: Metal Frame w/Thermal Break 242 0.260 0.320 63 77 SHGC: 0.30 Wall -To Garage-2" HD foam w/R13 Batt: Wood 504 27.0 0.0 0.051 0.060 24 29 Frame, 16" o.c. Door-Solid: Solid Door(under 50%glazing) 24 0.500 0.320 12 8 Wall -Walkout Basement: Solid Concrete or Masonry 220 13.0 0.0 0.083 0.087 16 17 Door-Glass Swing Fleetwood 3000: Glass Door(over 50%glazing) 29 0.440 0.320 13 9 SHGC: 0.23 Foundation-Cond to Amb R10E+ 3" HD foam: Solid Concrete or Masonry Wall height: 10.0' 1,577 14.0 17.0 0.026 0.059 40 91 Depth below grade: 10.0' Insulation depth: 10.0' Windows- Bsmt Egress: Metal Frame w/Thermal Break 38 0.330 0.320 13 12 SHGC: 0.32 Basement Wall -Cond to Unc: Wood Frame Wall height: 10.0' 1,084 13.0 10.0 0.031 0.059 34 64 Depth below grade: 10.0' Insulation depth: 10.0' 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-I'nspection Checklist. Tom Baccarella 11/06/2023 Name-Title re Date Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �J( 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 # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and I ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the j ;building envelope.Thermal ❑Not Observable lenvelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and I❑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 ; V !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC I Commercial Provisions. 302.1, €Heating and cooling equipment is;, Heating: Heating: ;❑Complies :Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods Btu/hrg Btu/hrg ❑Not Observable approved by the code official. ;❑Not Applicable 1 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 3 of10 Section - Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 Conditioned basement wall ', R- R- ;❑Complies ;See the Envelope assemblies ❑D [F04]1 iinsulation R-value.Where interior; R- 1 R ; ;table for values. oes Not J !insulation is used,verification { 1 ;❑Not Observable may need to occur during Insulation Inspection. Not ;❑Not Applicable ; required in warm-humid locations in Climate Zone 3. 303.2 !Conditioned basement wall ❑Complies :Requirement will be met. [F05]1 :insulation installed per ❑Does Not I manufacturer's instructions. V i i❑Not Observable I j❑Not Applicable 402.2.9 ;Conditioned basement wall ft ; ft ;❑Complies ;see the Envelope Assemblies [F06]1 .:insulation depth of burial or ❑Does Not ;table for values. :distance from to of wall. p ❑Not Observable ❑Not Applicable 303.2.1 ;A protective covering is installed ❑Complies ;Exception: Requirement is [FO11]2 to protect exposed exterior ❑Does Not not applicable. \ insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable ; 403.9 Snow-and ice-melting system �❑Complies :Exception: Requirement is [F012]2 controls installed. ❑Does Not not applicable. �J ❑Not Observable t ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection . & Req.ID Value Value Complies? Comments/Assumptions 402.1.1, Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FR11 '❑Not Observable V ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). ;❑Does Not ;table for values. 402.3.3, I 402.5 :❑Not Observable [FR2]1 i ; ; ;❑Not Applicable ; 303.1.3 U-factors of fenestration products; []Complies ;Requirement will be met. [FR411 are determined in accordance 1 ❑Does Not U ;with the NFRC test procedure or ; y❑Not Observable taken from the default table. 1❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier 10Complies :Requirement will be met. [FR2311 `installed per manufacturer's i❑Does Not instructions. ?❑Not Observable ❑Not Applicable 402.4.3 I Fenestration that is not site built (❑Complies ;Requirement will be met. [FR20]1 !is listed and labeled as meeting ElDoes Not U AAMA/WDMA/CSA 101/I.S.2/A440 ;❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code t❑Not Applicable ; limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies !Requirement will be met. [FR16]2 sealed at housing/interior finish j ❑Does Not and labeled to indicate 52.0 cfm leakage at 75 Pa. ❑Not Observable - ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met, [FR1211 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= U !R-5 where < 3 inches. Supply and ❑Not Observable , return ducts in other portions of i #❑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 f ,❑Complies ;Requirement will be met. [FR13]1 ;❑boxes are sealed with Does Not joints/seams compliant with { ❑ Observable tNot Obble ; ;International Mechanical Code or � } , International Residential Code, as ❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as I ElComplies ;Requirement will be met. [FR15]3 ;ducts or plenums. J❑Does Not j )❑Not Observable I❑Not Applicable ; 403.4 IHVAC piping conveying fluids R- ; R- ;❑Complies ;Requirement will be met. [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to >R- ; ;❑Not Observable 3.1 ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR2411 1 piping. ❑Does Not U ` ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 2!:R-3. ;❑Does Not 81 ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 f 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: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation.Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 JAI! installed insulation is labeled l ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not 4 j provided. .�❑Not Observable ; J ( ,❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- !❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Woad ;❑Does Not :table for values. 402.2.6 :wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable ; U I requirement applies (FR10). ;❑ Steel i❑ Steel ❑Not Applicable I i 303.2 :Wall insulation is installed per !'! ❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. 1 ❑Does Not yy J❑Not Observable E ¢❑Not Applicable Additional Comments/Assumptions: a 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 JLow Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 7 of10 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, ;❑ Wood ;❑ Wood ',❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ; [Fill' i ; ;❑Not Applicable ; 303.1.1.1„Ceiling insulation installed per '❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. ❑Does Not [F12]' Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑Does Not 1 not applicable. }to soffit and eave vents that extends over insulation. ❑Not Observable ; I #❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI31' I insulation >_R-value of the PDoes Not !adjacent assembly. ; ;❑Not Observable I ;❑Not Applicable 402.4.1.2 !,Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]' ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 402.4.2 l Wood-burning fireplaces have I❑Complies ;Requirement will be met. [FI8]2 tight fitting flue dampers and j ❑Does Not E outdoor air for combustion. E tj ❑Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to 1 cfm/100 cfm/100 ;❑Complies :Requirement will be met. [F127]' determine air leakage with ft2 ft2 ;❑Does Not ,either: Rough-in test:Total leakage measured with a :❑Not Observable :pressure differential of 0.1 inch ;❑Not Applicable ; w.g. across the.system including Ithe manufacturer's air handler ; (enclosure if installed at time of (test. Postconstruction test:Total leakage measured with a I pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 I Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F[4]' 'cfm/100 ft2 across the system or I ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air I handler @ 25 Pa. For rough-in t❑Not Observable 'tests,verification may need to I ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated I j❑Complies ;Requirement will be met. [F124]' by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 I installed for control of primary ❑Does Not heating and cooling systems and J initially set by manufacturer to ❑Not Observable {code specifications. ❑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 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title; 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.1 ;Circulating service hot water 1 ❑Complies ;Requirement will be met. [FI11]2 systems have automatic or accessible manual controls. I ❑Does Not ❑Not Observable I❑Not Applicable 403.6.1 JAII mechanical ventilation system ❑Complies ;Requirement will be met. [F125]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 I❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating J❑Does Not systems have outdoor setback �❑Not Observable control to lower boiler water ❑Not Applicable temperature based on outdoor PP icable temperature. 403.5.1.1 Heated water circulation systems ❑Complies ;Exception: Requirement is [F128]2 have a circulation pump.The ❑Does Not !not applicable. a system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; i pipe. Gravity and thermos- ❑Not Applicable 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 I occupancy. Controls I automatically turn off the pump Iwhen water is in circulation loop is at set-point temperature and j no demand for hot water exists. 403.5.1.2 II Electric heat trace systems ; Complies ;Exception: Requirement is [FI29]2 s comply with IEEE 515.1 or UL i❑Does Not :not applicable. 515. Controls automatically adjust the energy input to the 1E]Not Observable ; heat tracing to maintain the I❑Not Applicable desired water temperature in the piping. ; 403.5.2 ,Demand recirculation water ❑Complies !,Exception: Requirement is [F130]2 !systems have controls that ❑Does Not not applicable. manage operation of the pump ! I sand limit the temperature of the +, ❑Not Observable Iwater entering the cold water ❑Not Applicable ; piping to <= 1049F. I 403.5.4 Drain water heat recovery units ❑Complies !Exception: Requirement is [FI31]2 Itested in accordance with CSA I❑Does Not :not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units < 3 psi for r #❑Not Applicable 1 individual units connected to one s or two showers. Potable water- j Iside pressure loss of drain water heat recovery units< 2 psi for individual units connected to ; three or more showers. 1 403.10.1 ;Readily accessible switch on ;❑Complies ;Requirement will be met. [17I12]3 I heaters for swimming pools or ❑Does Not i permanent in-ground spas. ;Switch operation does not JF]Not Observable change heater thermostat ❑Not Applicable I setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions & Req.ID 403.10.2 !Timer switches or other ❑Complies ;Requirement will be met. [FI19]3 `automatic preset schedule ❑Does Not control method are installed on heaters and pumps serving pools ❑Not Observable iand permanent ❑Not Applicable 403.10.3 ;Outdoor heated pools and JE]Complies ;Requirement will be met. [F[20]3 !outdoor permanent spas have a ❑Does Not vapor retardant cover. 66 ❑Not Observable f IE]Not Applicable 404.1 ;90%or more of permanent 1 ❑Complies ;Requirement will be met. [FI6]1 !fixtures have high efficacy lamps.( ❑Does Not ! S J❑Not Observable #❑Not Applicable 404.1.1 !Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [F123]3 no continuous pilot light. ❑Does Not :not applicable. B' []Not Observable ❑Not Applicable 401.3 'Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 { ;❑Does Not ❑Not Observable iE]Not Applicable 303.3 Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3 f mechanical and water heating ❑Does Not Isystems have been provided. ' ❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: \ 1 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 38015 Main Road, Orient NY Report date: 11/06/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 31.00 Floor 0.00 Ceiling / Roof 37.00 Ductwork (unconditioned spaces): Glass Door Rating, U-Factdr SHGC Window 0.33 0.32 Door 0.33 0.32 CoolingMeating Heating System: Cooling System: Water Heater: Name: Date: Comments Road APPROVED AS NOTED _ DATE: I`�a`I- B.P. �J 0/6� COMPLY WITH ALL CODES OF F� 3 a1 5o BY F 8_,, NEW YORK STATE&TOWN CDES AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT WMTMZM 631-765-1802 8AM TO 4PM FOR THE 8D }Ipip=NPLMN1NGBM FOLLOWING INSPECTIONS: SWWDTMTRM FOUNDATION-TWO REQUIRED 14am--jUir f�d_ 16('X8.0 5-8-25 FOR POURED CONCRETE BNLDIG ROUGH-FRAMING&PLUMBING 'R_R3 - 1129 SCHD 9-5-23 INSUFINAL-CONSTRUCTION MUST 5PD£5 fermTION i+ • NYR IIM00 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE DO NOT PROCEED WITH CERTIFICATE OF OCCUPANCY FRAMIN UNTIL.SURVEY OF FOUNDATION LL,OCATION SOLDER USED IN WATER HAS BEEN APPMVED. Blower door SUPPLY SYSTEM CANNOT and ductwork EXCEED 2110 OF 1% LEAD* testing required: TRUSS PLACARDING REQUIRED kk PLUMBING ALI�,P Mi NG WASTE &Y A ER LINES NEED Must provide Manuals TESY NG BEFORE COVERING D,J and S as per NYS Energy Code All exterior lighting installed,replaced or repaired shall conform Fite separation to Chapter 172 >FequiTed as per of the Town Code NYS Cod* Additional Certification May Be Required. RETAIN STORM WATER RUNOFF � Eievcrbl� mU� Com^I PURSUANT TO CHAPTER 236 pjX W i .�u^r l OF THE TOWN CODE -- ASME A 0, 1/05 A -B % pef 2020 Ex,5 enfial Code IF M5 411VTR�T 411vtRT 4"YTR�T 38015 MAIN ROAD UPPER ROOF 2 , I ORIENT,N.Y,11957.1163 UEFEf ROOF 211VL._ 211V1 211V�211V L 4211v J211v 12"V Z211V ———�_Z211v 1e!:21Iv12"V 211 I I I I I I I I I I I I I II1 �I II I I ��V I I I II � 211V LAUNDRY 211 2"V,4 1 y2��V� 1 1/2 VAV2 V 2��V 2"V I 1I 2"V 2"V�I Ir IV2"V 1I 211Vr � STANDPIPEr r L0W17P, ROOF . .,. ...... _ I I I LAV I LAV I LAV 1 I I 211v I 211 y i 1 WC ( I I LAY l 2"V I I N !N)I !N� 1 I I WC I I I ADJACENT !N) 1 !N) I I I (N) 5ATH�GGM 4 VTR I I I I I I I I I 1 (N) I I I BUILDING T SH 1 3 8 I 1V2"S IV2"3 IV2"S 3"S I 1 ( 11 1 Ur�'ER �� I I SH I I 21Ig lN) I SH I 4"1/TR�T LEVEL lN) 1 ---! -I (N) I I I lN) 3 g 1y21- of 211 211 I 2"S 311 i 1 -- ---V-2nVj ---- 2nV � I ---2nV �---- -- -- - 2"V�_ 2oV, -- J 21IV211V "311 1- I r l I I 311g 7-71 211v� 311- 311 31I J I i I I I I I I I I I I 1I 211Y� 1211 1 V211V 11 211vy I I I I I �� 2 ISLAND 1 2 ISLAND i V 11 I r 1I I I COMBI 1V211Y I1 ' ly211v I 211v l 211 2•v I I L2 V I I I I I I VENT SK 2-COMP 2 V bvEN VENT SK 31I r 2 v 1 I� � 2 lr y I I 1211v I lye"Y 211v I 2"v I lye uv I I lN) l i SK I!N I I I (N (N I I I � I „ LAY I l LAV 1 l I I I !N r I p I I I I k2 V (N I I I I (N I I I AL NO I I I I LAV I I LAV I 1i I 1 1 1 I yj� WC I I� WC I 1 tAND il�'E I I I (N) WC I I (N) i "v'l I I I I (N) I 1 !N) I I I I I I (N) I I YA 1 2"S 1 I! DW 2.g I DW 2"8 i t I y 11 I, 211v I I WM I WC I 1 GRROUND I li !N) I DR ` (N) ( i i 1 2 S 311g Ili 11 S !N 1 I 11 lN) '� I (N) Iy2I'S 3„g 11y2.g lN) 1y2 S 3"S . SH I I 2 S 2 S 1 SH !N) I SH LEVEL -I -�� I (N) 2"_tNDIR-CT —II—II II I - _ I 31Ig SAN LINE -y 1 1 2" I — 21Ig 311g 211 ! I I I I .�I,I1 I I I II 11 11 I I- 41i 1 II I 211g I 311g 3"S I I 311g II 4° 2„g Its I _7ff• /T.O/ /DpR}Y,W'EALL 11v -`211Y - 411 Vv/v/Ii/II`6Fi� WITH I I 2 8 I I I I I 3"S I 211g I i I 1 CIVIL ENGINEERS I I 2"S I I j1,211v I I 211E I 2" I I I I PLANS JONATHAN SCHLOSS /ARCHITECT �2"V '/2"V !SK I LAY 1 211V i 211 1,2"V li2"v 2"V� 211V 277BROADWAY I . I �211V (N) I II 2"V� I FNL. I I I FNL. I 4" NEW YOROK,NEW YORK 10007 WC I I I I T 212 213 5546 !DN I (N) I I I �N I I I lDN) I F 212 202 7935 I I 211g y „ SH I I I 1 l l 4" SANITARY LINE TO SEPTIC Its 128 I I yj� I !N CELLAR LEVEL (� I 3„ Q,P_1 2 S 3o I gP-2 311g 311g 1 (N SYSTEM DESIGNED BY CIVIL STRUCTURAL ENGINEER; ,. = .., h.. .,i-,..x.......... _ _ ENGINEER 71 _ —I 2 u SI LMAN 4118 411E 32 OLD SLIP,10TH FLOOR 411g 411g NE YORK,NEW YORK 10005 IL I T 212 620 7970 Ilg Ilg Ilg Ilg Ilg Ilg A 11g A 11g 11Q v v � gUB gU�ACE v MECHANICAL ENGINEER: DRAINAGE - COORDINATE EP-2AtB EP-1AtB CONNECTION WITH CIVIL JMV ENGINEERING ENGINEER 37 WEST 39TH STREET VENT RISER /� Q/�M SUITE 703 SANITARY, Y EN I RISE ` r.->1A FRA 1 NEW YORK,NEWYORK 10018 NOT TO SCALE T 212 852 9855 LANDSCAPE DESIGNER: 7771 STARR WHITEHOUSE LANDSCAPE ARCHITECTS - Ut�FEI�: 1~GGE 2 1�fHWR 80 BROAD STREET I UFFEi". r;.007 _ —— — —/4 a 3�+��" �i.~<"CW SUITE 1700 1 3/41I� /{"HW NEW YORK.NY 10004 3/4111 ,_ —�— — — — �T—� T 212 487 3272 I it I � - I I 1 I y2„ I y2„ I t r 1 ' I ( 11 LIGHTING DESIGNER: y211 W y2 W I y2"HW i I I I I '/2 CW� LOBSERVATOIRE INTERNATIONAL 11 I I I t „ 11 I „ I I I I t, CW y2 CW I I y2 I I y2.CW ' I I y21� LOUJEF' F'G®F 3 I�� I 3 I II ( 3 II BV 120 WALKER STREET '/2 HW y2 CW _ +T SUITE 7E 3%11CW 3%11 WC ( " I t WC 3j 11 u I 3�„wW ADJ,QCENT NEW YORK,NY 10013 Y i �,L I I CW 71 !N) , � � 1 HW � (N) BV 1 HW (N) BATH..GGM T 212 255 4463 Ii LAV LAV 111'C.W LAV1wM 1 BUILDING i I !N) (N) , !N) (N) , LAY SH 1 i I � SH I SH UFFE I (N) lN) LI I (N) lN) LEVEL I"HW ® _ I 1"CW I I I 343/4 I 3/{nHW I(31 I I , 'IIHW 3/n W _ _ _ _, 111 IW - _- y2 HWR - -V21IGUTDGG7:: — I FRZ FRZ �r (N) (N) C-OMBI Vy'„ I I 11 I II I 1I I I lV C 2 2 � 11 y CUY y HW � I y I y HW 2 I 2 2 CW I 2 CW-I I I 1 � � SK SK OVEN 2-COMP y2"cW I y211 I y 11CW y . I t y2o I , y2" I tiCly r (N) (N) (N) SK (N BV I I 2 CW I 2 2 HW , I I 1,2 I1= I y2"m " I ,1, I ( ,�, ,l, I I 1 BIt V /{ CW I I °HW I 3/nHW 1 1 3/°HW I I 4 { 1 4 HW I 4u I " r... DW Yy2" J DW WC I 1�'�HWR I WC 3/"CW 1�d1�WR 1 3/ CW WC , I TT Pr y2 , y2 I , (N) r (N) LAY ' 1 1t�{"CUJ� (N) Bl/ gK 11 4n (N) �y2.� y21t (N) ILAV ILAY LAVtV, n 10211HW FNL. I y IIHW I I I (N) SH 3/4"= (N) (N) I " WC o eS GROUND y2 HW DR I it/{"HW I ' (N) y 111 1111b t SH 1,'11'� (N) I $H q� 1. lN) I s I11 ' 1 lN) CN) ,�111CWUIJI�I I I t lN) (N) A LEVEL _ _�_� 1 1 - - - 1y411CU1 L � /{ ® _ 3/{_.HWiJ - �� 3/II _ 1I 3/II „ 1/aCW — — — — — — — _ — — — - — -- — — — — —�— I { HW 3/4CW 3 11 4 (3/4 14 y " I 3 11 /{ CW� I 3 II I 2 HWR - /{ HW I , /4 i I 11/4"HW I -- - -- - - - - _ _ __ __ _ 10-26-23 ISSUE FOR FILING(PLUMBING RISER) —L. �- - - - - - -— 1 L) - - I - - - _ - - - - - - - I I — - - - - - - - - - , Z— 3/{II CW FROM WATER FROM WELL 10-13-23 PROGRESS MEP _ __ ' I I _ I I __ -_ — _ -- - _ __ - -1 -�- ' _ - __ __ �1/ 11 FOR POTABLE WATER USE - I _ _ _ _ _ _ 1_ I — i I I 1 2 FINAL NUMBER OF Wf=LLS AND 07-11-23 PROGRESS MECHANICAL REDESIGN I I 3/4°� I I11CW t 1"� I ' , 1 111y2"CW ' — , I 11/2"CW , _- I _ _ _� INCOMING WATER LINES TBD BY 12-28-22 MEP PRELIMINARY PRICING SET y2111 WR y2IlI�WR y21111111b _ _ _ _ I i /21IHWR , III y21I11111C t TO BUILDING IRRIGATION -- -_-- 1-_L --; CIVIL ENGINEER 3/411HW 11111, I I 1"HW I t i 11y2"Hu1 l 1I 11/4"'H�WI� SYSTEM - DESIGNED BY -- L-L --2 I I t I __ I 1/2 Hw 3 „ t I I I I LANDSCAPE ARCHITECT t , cujr / I �---- -L-Lt-44" DRAIN D011�l 11 Iyz111-m V2 1y21t y2"CW ' PLUMBING RISER DIAGRAMS I FOR OUTDOOR y2 CW " 2 Hui y �-I I /{ IHW '/2 �1 1y "CW H AI I TP I y y211 2 I TP , I I 2 E DERIIPLUMBING ( I v ' I , 1 P_1 ( DRAWN BY: DDIWCIBV I Iy2CW I CW FROM WATER FROM WELL FIXTURES I ' ,L " 1y 11 FOR IRRIGATION WATER USE - DATE: 10/13/23 I 'L 2 x FINAL NUMBER OF WELLS AND TP 3/111,� FNL. TP TP T ' WC 3/„ t DR INCOMING WATER LINES TBD BY SCALE:AS NOTED HB ' � WC { NWH_1 (N) n F n n CIVIL ENGINEER lN).� SK LAV � � � ' B-1 ' ' B-2 ' t I I I (N) (N) I I I I ly "CW HEADER HB , SH I t t l t 1 I I I 2 DER uu lN) yj CELLAR LEVEL FNL. (N)• FO (N) FNL. FD N) lN) -II= DRAIN DOWN FOR DOMESTIC,WATER OUTDOOR FULL BUILDING OI H v ING DANK FOR P-501 . 00 PLUMBING FIXTURES IRRIGATION WATER FILTRATION SYSTEM DOMESTIC WATER COLD, HOT AND HOT WATER RETURN RISER PIAGRZA I HOLDING TANK FOR NOT t0 SCALE POTABLE WATER 01 OF 02 RD OFRO RD OFRD FRO OFRD 38015 MAIN ROAD (N) (N) (N) (N) lN) (N) RO OFRD U�i W Er, r-,00?" 2 (N) (N) ORIENT,N.Y.11957-1163 uF rE{-1 F-00'7— "ST" "STP--4St 4"ST 4"ST 4"St 4°STU- 4 T �—L tt- RD OFRO LOwC-r� I-00~ (N) (N) ADJACENT 4"St 4"ST 5ATN7001`1 5UILDING UPf Ei RD> OFRD RD OFRD RD O (N) (N)N) RD OFRD (N) (N)LEVEL (N) (N) (N) (N) 4"ST 4"ST 4"St 4"ST 4118 4_'ST 4"St 14"ST — OUTD00R-0 4"St 4"St 411St 4"St 4116t 411ST 411ST 4"St 4"St Gl 'OUND LEVEL J J J 4" STORM LINE t0 DRY 4" STORM LINE TO DRY 4" STORM LINE TO DRY 4" STOF41 LINE TO DRY 4" STORM LINE t0 DRY 4" St LINE TO DRY 4" STORM LINE t0 DRY 4" STORM LINE TO DRY 4" STORM LINE TO DRY WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL WELL. SEE CIVIL ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN ENGINEERING SITE PLAN FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - FOR CONTINUATION - JONATHAN SCHLOSS /ARCHITECT TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL 277 BROADWAY 13TH FLOOR NEW YORK,NEW YORK 10007 T 212 213 5546 F 212 202 7935 TREK I-I RAIN 5Y CIVIL E_NGINEE7� CELLAR LE i-L STRUCTURAL ENGINEER: _ � SILMAN 32 OLD SLIP,10TH FLOOR �11gt /� /��y{ NE YORK,NEW YORK 10005 STORM RISER DIAGRAM I G T 212 620 7970 NOT t0 SCALE MECHANICAL ENGINEER: 4" STOW LINE TO DRY WELL. SEE CIVIL JMV ENGINEERING ENGINEERING SITE PLAMI 37 WEST 39TH STREET FOR CONTINUATION — TYPICAL SUITE03 NEW YORK,NEW YORK 10018 Ur-lf=rR 17,00F 2 T 212 852 9855 U1=�I'�EF: F�'OOE LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK,NY 100D4 T 212 487 3272 I-.CUZ-R 17,00F l LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET SUITE 7E NEW YORK,NY 10013 uF=F�E� T 212 255 4463 LEVEL OUTD007-R0 COM51 OVEN (N) NEW PROPANE GAS f r — 48.5 CFN REGULATOR C NF�''ti 55Q 5BQ � P4 >H1�Chq�rp (N) ��G (N) 11G * . G -- CFH -- CFH Ca, .OUND p LEVEL A 0711'Dg {G' i"G l�z"G 2"G 2"G � stiotae`- 10-26-23 ISSUE FOR FILING(PLUMBING RISER) lvs"G 10-13-23 PROGRESS MEP 07-11-23 PROGRESS MECHANICAL REDESIGN G 11/4" G 12-28-22 MEP PRELIMINARY PRICING SET PLUMBING RISER DIAGRAMS II DRAWN BY: DD/WC/BV DATE: 10/13/23 6 b 5URIED 500 GAL CELLAR LEVEL PROPANE TANK SCALE:AS NOTED T 5-2 CFN) GAS RISER DIAGRAM BURIED 500 GAL NOT TO SCALE PROFANE TANK P-502 . 00 02 OF 02 r �j �;� � °•tea'` ■ I i '�E�.,��,■\� ■. rv!�,�,� Hs.r'.•.a{ti:`!��( R4�� ;•�� R t[l'n, - 1 I i Cum � i � .1 c� ,�aql�l d� _ {t �I; IIlf 11l11Ir11p111 11f1}I f1lf ■I�1.�5�� i��R�IR�1��lI�::;i- l `ut'��1#iTli��;1 �>.�� '� SA ��� ^ .I ��I11'�I IIIIII�I �bl`,r(//G•�:Ild►�I`' 41'Ylfl II• II 1'�Illllll�h��►�� f!�_:l:, r ) y �' �IJ'131;Ir+'1111111�ih IIII Ilkl l 111 illlft � >IIII►ivu�►,�� e !:,IIIIlI�lICII;fblr,l.! 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SIR, .J's M ! 0 --- �Tlv .p I , ld ilrC T�''c i1sw � " Sid et 5:.+�I�j1 era• �` ,�. I � � ~ �p � y. p�1S m•rta r '.�\,�!� ���, 1rYti - _ •1 M �2ws PlJ�hr� �• _ �y Gig Ilyl �►,n.�. ; i�lF," g�0:.s rT�_t� +, "f 1 _ X� `:lyP��� �y'y1�[�'�pppl + i� I' � ( 7' . .•�{'i —�— I�, 1 �' ': �•` �: IJ� ��� ..1. -�' �:.. •aii ` Se e . r'��'7 ,t .PAW- _� L CA imm ti