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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.! DIY I a■u. r q - �,r.W 4►,+'+�,1 *n/ li ;�]I�� 11']!t)Ir.+ '�� �; IV`�1I�1� �I I;■ti rilJ�.`.11� —■-ifU�lii� "qTa 1 0111114 VtITH !,IF AN .11111111111T _ - �,.�----sue . � I � 'J ��ilt����i►ro'�II;��IIi,���'r�l�il�I� �>,�"����u��'���,� �1� _ ���i1r3i� T! • '� f I. 1 ;iZ: m1igi111iLufgln + I f ly'S! . I! 111lIQ i !I!�p nul�t;,:�ls•` - �;a �i.��i;nn.�>iillsls►.f�a�li �c�..,= f, _ _ -- — _ n� 11i q 1Fii11fl{Ilsiiit':i 11411011 � - - -- AR — -..w w itm y�>�I�II �i��l��i �a= \� ;�Yyys �I � �� 1 atllnls IAA �ts`I.J r :z. , I+.,a s t,� . Air-`� ip IF ' 1. .E I ��'�I!!.� . � i �. .;"���i ��. lid L._'�—• _ _ - _ _ _":_ , Cli Ilfz _�_ -'• i�l � j ��11� _11�9 E.+v.•!�W?I7 I/S�t !6sml 51�,� "Orl it ' 1 1 100, fop Fro woo POW will- mm .i ;. ` area C•4111 onSit •lbw is f ' kL t •+ T.'-'f le %14 jw .�a a JL`,• �a� � '�� . . �yy 7. �...' .✓ `/. -°" ���' �•,�5 ..i� ^!�� r �' � 11 'T'tt ,``�,•i�•w `� ,T't was . •t•r Y Y - � id t MAI, INS lowd, Nil ROD ily, A of 4 . "ACN ;I. 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 38015 MAIN ROAD ORIENT, NY 11957-1163 GENERAL NOTES 11. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: 7. ALL (FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO) THE GAUCHE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. STANDARD AB B R EVIATIONS PROJECT SPECIFICATIONS, INCLUDING THE NYSBC 2014 BUILDING CODE. ALL GOVERNING STANDARDS LISTED IN THESE NOTES SHALL MASONRY OPENING LINTEL ADD'L. ADDITIONAL I.J. ISOLATION JOINT BE THE EDITION REFERENCED IN THIS GOVERNING CODE. 4'-O" OR LESS L4x3Y2x56 LLV 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS Y2" CLEAR (MIN.) ADJ. ADJACENT INFO. INFORMATION 4'-1" TO 7'-0" L6x3�Zx5/i6 LLV BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. A/E DESIGN TEAM OF RECORD INT. INTERIOR 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING AND SHEETING AND SHALL MAKE SAFE ALL. FLOORS, ROOFS, WALLSALT. ALTERNATE JT. JOINT AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED A. 3V" LEGS ARE HORIZONTAL. 9. STUDI BEARING WALLS ARE TO BE 2x4 ® 16" O.C. AT THE INTERIOR AND 2x6 ® 16" O.C. AT THE EXTERIOR, UNLESS NOTED ANCH. ANCHOR K KIPS PROFESSIONAL ENGINEER LICENSED IN THE PROJECT JURISDICTION, HIRED BY THE CONTRACTOR, WHO SHALL SUBMIT SHOP B. PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS. OTHERWISE ON PLAN. APPROX. APPROXIMATE/APPROXIMATLEY LB. POUND DRAWINGS AND CALCULATIONS FOR THE OWNER'S REVIEW. C. PROVIDE L5x5xW6 ANGLES FOR 6" THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0". ARCH. ARCHITECTURAL/ARCHITECT L.L. LIVE LOAD D. PROVIDE MINIMUM 6" BEARING AT EACH END. 10. ALL (RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. WHERE REQUIRED, INSTALL ADDITIONAL STUDS. B.O. BOTTOM OF LLBB LONG LEGS BACK-TO-BACK 3. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED E. LINTELS OVER 6'-4" SHALL BE FIREPROOFED. IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND BM. BUILDING LLH LONG LEG HORIZONTAL 11. LAP .ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. BM. BEAM LLV LONG LEG VERTICAL MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT 12. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION BOT. BOTTOM L.P. LOW POINT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. BRG. BEARING L.W. LIGHTWEIGHT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN BSMT. BASEMENT MAS. MASONRY PLACE. .13 USE DOUBLE STUDS ® ENDS OF WALL AND ENDS OF WALL OPENINGS. CANT. CANTILEVER 13. SHOP DRAWING SUBMITTALS SHALL FOLLOW THE FOLLOWING SEQUENCE (WITH EACH NOT BEING SUBMITTED UNTIL THE PREVIOUS MAX. MAXIMUM CFS. COLD FORMED STEEL MECH. MECHANICAL 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE ONE IS APPROVED): 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO C.I.P. CAST IN PLACE MEP MECH., ELEC. PLUMBING & FIRE PROTECTION SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY CIONFLICTS A. JOB STANDARDS (BASIS OF DESIGN AND REPRESENTATIVE CALCULATIONS FOR VARIOUS CONNECTION TYPES) THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR C.J. CONTRACTION JOINT MFR. MANUFACTURER FOR GUIDANCE. B. ERECTION PLANS C. PIECE DETAILS AND PIECE-SPECIFIC CONNECTION CALCULATIONS WALLS UNLESS OTHERWISE NOTED. CLG. CEILING MIN. MINIMUMCLR. CLEAR MISC. MISCELLANEOUS FOUNDATIONS 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. CMU CONCRETE MASONRY UNIT 14. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. M.O. MASONRY OPENING 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 PSF, AS SPECIFIED BY COL. COLUMN MPII MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS THE GEOTECHNICAL CONSULTANT. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL 15. ALL STEEL CONNECTIONS MUST MEET THE REQUIREMENTS OF SECTION 2212 OF THE NYC BUILDING CODE. 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8 O.C. COMPS. COMPOSITE N.F. NEAR FACE NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER (OF CONC. CONCRETE N.I.C. NOT IN CONTRACT RECORD. 117. BUILTT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS @16" O.C. BUILT UP BEAMS GREATER CONST. CONSTRUCTION NO. NUMBER STEEL DECK " " CONT. CONTINUOUS N.S. NEAR SIDE THAN 8 DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS ®16 O.C. COORD. COORDINATE COORDINATION 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED / N.T.S. NOT TO SCALE 1. STEEL DECKING WORK SHALL CONFORM TO THE AISI NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL CONTR. CONTRACTOR N.W. N.W. NORMAL WEIGHT THEIR 28 DAY STRENGTH. STRUCTURAL MEMBERS". 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. COTR CONTRACTING OFFICER'S TECHNICAL REP. O.C. ON CENTER (1 )a 4 BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) O.D. OUTSIDE DIAMETER 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 3'-6" BELOW FINAL GRADE. CTR. CENTER 2. STEEL DECKING UNITS AND ACCESSORY ITEMS SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A1008 OR A653 WITH DBL. DOUBLE O.F. OUTSIDE FACE 19. CHIMINEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY SHALL BE FACED WITH 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY' A MINIMUM YIELD STRENGTH OF 50,000 PSI (33,000 PSI FOR STEEL ROOF DECKING UNITS). SEE DECK SCHEDULE FOR MORE DEMO. DEMOLITION/DEMOLISH OPNG. OPENING INFORMATION. BEFORE FORMING, THE STEEL SHEET SHALL RECEIVE A HOT DIP GALVANIZED COATING CONFORMING TO ASTM A653, Y" AIPA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS EXCEED 4'-0" 1N WIDTH, INSTALL DTL. DETAIL OPP. OPPOSITE BORINGS INCLUDED IN THE-REFERENCED GEOTECHNICAL SUBSURFACE INVESTIGATION REPORT(S) AND DEPTHS OF FOOTING AIS SHOWN GRADE 90. DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS DIA. DIAMETER PC. PIECE ON FOUNDATION PLANS. 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF 1000 LBS. DIAG. DIAGONAL PED. PEDESTAL CONCRETE 3. STEEL DECKING SHALL BE SHORED AS REQUIRED BY PLANS OR BY SPAN AND LOAD CONDITIONS TO SUPPORT WET WEIGHT OF DIM. DIMENSION PERP. PERPENDICULAR CONCRETE AND ALL CONSTRUCTION LOADS. MIN., U.N.O. D.L. DEAD LOAD PL. PLATE 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. DN. DOWN PLF POUNDS PER LINEAR FOOT A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318).. 4. THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BY APPROVED METHOD (TO BE SHOWN ON SHOP DRAWINGS) BETWEEN DWG(S). DRAWING(S) PREFAB. PREFABRICATED „ SUPPORTS, AT INTERVALS TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH TO MAINTAIN BUILDING ALIGNMENT AND TO SUSTAIN LOCAL DWL. DOWEL PSF POUNDS PER SQUARE FOOT B. ACI MANUAL OF CONCRETE PRACTICE LATEST EDITION„MANUAL OF STANDARD PRACTICE WITHOUT DISTORTION OR SEPARATION, MAXIMUM SPACING SHALL BE 3'-0" (2'-0" FOR NYC) BETWEEN 22. FOR HEADERS NOT CALLED OUT ON PLAN:LE EA. EACH PSI POUNDS PER SQUARE INCH C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) CONSTRUCTION LOADS WOOD HEADER SCHEDU. EDGE OF SUPPORT BEAMS. END LAPS OF SHEETS SHALL BE A MINIMUM OF 2 INCHES. ROUGH OPENING WIDTH HEADER E.O. PT PRESSURE TREATEDE.F. EACH FACE REINF. REINFORCE(D), REINFORCEMENT 2x4 WALL 2x6 WALL EXIST. EXISTING 2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTHI OF 5. EXCEPT AS OTHERWISE NOTED, DECK SHALL BE ATTACHED TO STRUCTURAL STEEL BY 3/4" FUSION WELDS 012"O.C. AT END AND LEESS THAN 3'-0" (2) 2x6 (3) 2x8 EXP. REV. REQUIRED 3,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. JT. EXPANSION JOINT REV. REVISION INTERIOR SUPPORTS PERPENDICULAR TO THE DECK SPAN AND AT EDGE AND INTERIOR SUPPORTS PARALLEL TO THE DECK SPAN. V-1 TO 4'-O" (2) 2x8 (3) 2x8 EL. ELEVATION SCHED. SCHEDULE WELDS MAY BE OMITTED IN RIBS IN WHICH SHEAR CONNECTORS ARE TO BE APPLIED, AS LONG AS MAX SPACING BETWEEN 4"-1" TO 6'-0" (2) 2x10 (3) 2x10 ELEC. ELECTRICAL SECT. SECTION 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, ATTACHMENTS DOES NOT EXCEED 18" ON CENTER, AND SUCH THAT EACH DECK SECTION SHALL HAVE SUFFICIENT WELDS TO 6'�'-1" TO 8'-0" (2) 202 (3) 202 ELEV. ELEVATOR SIM. SIMILAR UNLESS OTHERWISE NOTED. ADEQUATELY SECURE THE DECK, BRING THE DECK INTO DIRECT CONTACT WITH THE SUPPORTING STEEL AND TO PROVIDE SUFFICIENT OVER 8'-O" SEE PLANS SEE PLANS EMBED. EMBEDMENT SLBB SHORT LEGS BACK-TO-BACK DIAPHRAGM STRENGTH TO MAINTAIN BUILDING ALIGNMENT. ENGR. ENGINEER S.O.G. SLAB ON GRADE 4. CONTRACTOR SHALL SUBMIT A PROJECT-SPECIFIC SIGNED AND SEALED CONCRETE MIX DESIGN FOR EACH CONCRETE TYPE; NOOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-O' WIDE, E.O.R. ENGINEER OF RECORD SPEC SPECIFICATION SPECIFIED IN THE CONTRACT DOCUMENTS. WHERE 033000 SPECIFICATIONS HAVE BEEN INCLUDED IN THE CONTRACT DOCUMENTS, 6. AS AN ALTERNATE TO PUDDLE WELDS FOR STEEL DECK ATTACHMENT TO STRUCTURAL STEEL, HILTI X-HSN-24 OR X-ENP-19 EQ. EQUAL SQ. SQUARE REFER TO THAT SPECIFICATION SECTION FOR BALANCE OF MIX DESIGN REQUIREMENTS (AGGREGATES, ADMIXTURES, W/C RATIO, AIR POWDER ACTUATED FASTENERS, OR AN APPROVED EQUAL, WITH EQUIVALENT OR GREATER CAPACITY TO THE SPECIFIED ATTACHMENT (2) JACK STUDS FOR SPANS LESS THAN 8 -0 WIDE, MAY BE USED. PRIOR TO INSTALLATION THE CONTRACTOR SHALL SUBMIT ALTERNATE FASTENING PATTERN TO THE ENGINEER OF (3) JACK STUDS FOR SPANS OVER 8'-0" WIDE. EXP. EXPANSION S.S. STAINLESS STEEL CONTENT, ETC.) EXT. EXTERIOR STD STANDARD RECORD FOR REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE PROPOSED ALTERNATE PATTERN AND ANY CALCULATIONS OR E.W. EACH WAY STIFF. STIFFENER SUPPORTING MANUFACTURER DATA NEEDED TO DEMONSTRATE THAT THE PATTER MEETS OR EXCEEDS THE CAPACITY OF THE 23. ALL (LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185 (1.85 OZ OF ZINC PER FDN. FOUNDATION STL. STEEL 5. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN (CALLED SPECIFIED ATTACHMENT. SQUARE FOOT). ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH THE HANGER FINISH AND FIN. FINISH S-W SHORT WAY OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT", MATERIAL. FLR. FLOOR SYM. SYMMETRIC (ACI 315). 7. POWDER ACTUATED FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL FRMG. FRAMING T.O. TOP OF BE CERTIFIED AND TRAINED BY THE MANUFACTURER'S REPRESENTATIVE ON PROPER USE PRIOR TO INSTALLATION. 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL-SECTION BLOCKING FOR 3 BAYS F.S. FAR SIDE T & B TOP & BOTTOM 6. WELDED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSII. ® 4"-O" O.C. MAX. WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2" FT, FEET TEMP. TEMPORARY/TEMPERATURE 8. PRIOR TO FABRICATION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE STEEL DECKING, SHOWING DECK GAUGE, SIZE x 1'-O" (MIN.) FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. FTG. FOOTING TYP. TYPICAL 7. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. . GA. AND LAYOUT AS WELL AS CLOSURE CONDITIONS WELDS TO SUPPORTS AND SIDE LAP DETAILS GAGE GAUGE U.N.O. UNLESS NOTED OTHERWISE / 25. ALL ;SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y2" DIA. HEADED ANCHOR BOLTS (ASTM GALV. GALVANIZED VERT. VERTICAL 9. ALL REINFORCED OPENINGS IN STEEL DECK SHALL BE INSTALLED BY STEEL DECK SUBCONTRACTOR. STEEL DECK SUBCONTRACTOR F1554) ® 4'-O" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. (MIN, 7" EMBED.) G.B. GRADE BEAM W/ WITH 8. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE TO PROVIDE REINFORCING AS PER TYPICAL DETAILS. HDR. HEADER W.P. WORK POINT BETWEEN SLEEVES SHALL BE 6". SPECIAL INSPECTIONS HGR. HANGER W.W.R. WELDED WIRE REINFORCEMENT 10. AT STEEL DECK WITHOUT CONCRETE FILL THE FOLLOWING MAY BE ATTACHED WITHOUT SPECIFIC APPROVAL OF THE STRUCTURAL HORIZ. HORIZONTAL # NUMBER/SIZE 9. GENERAL CONTRACTOR SHALL PROVIDE COORDINATED MEP TRADE SUBMITTALS FOR DESIGN TEAM REVIEW OF PENETRATIONS. ALL ENGINEER: ACOUSTICAL TILE AND GYPSUM BOARD CEILING ONLY; NO PIPING, DUCTING OR CONDUIT. MAXIMUM CEILING WEIGHT - 3.5 1. SPECIAL INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE H.P. HIGH POINT q CENTERLINE TRADES SHALL BE OVERLAID INTO ONE SUBMITTAL TO CAPTURE AND EVALUATE ALL PENETRATIONS THROUGH SLABS AND WALLS PSF. MAXIMUM WIRE HANGER LOAD = 60#. OWNER FOR THE FOLLOWING ITEMS: HT. HEIGHT 0 DIAMETER TOGETHER. A. STRUCTURAL STEEL - WELDING (BC 1704.3.1) HVAC HEATING, VENTILATION, & AIR CONDITIONING R PLATE/PROPERTY LINE 11. WHERE SUSPENSION OF HANGER WIRES ARE REQUIRED BY OTHERS, VERIFY AND COORDINATE LOCATIONS, PATTERNS, SPACING, ETC. B. STRUCTURAL STEEL - DETAILS (BC 1704.3.2) I.D. INSIDE DIAMETER 10. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. WITH THE APPROPRIATE TRADE. DRILL OR PUNCH HOLES AT -BOTTOM OF DECK FLUTES OF SUFFICIENT SIZE TO PASS SUPPORT C. STRUCTURAL STEEL - HIGH STRENGTH BOLTING (BC 1704.3.3) I.F. INSIDE FACE WIRES. WIRE SUPPORTS SHALL BE LOOPED AND SECURED WITH A MINIMUM OF THREE (3) TIGHT TURNS AROUND A MINIMUM D. STRUCTURAL COLD-FORMED STEEL (BC 1704.3.4) 11. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST-IN-PLACE NON-PRESTRESSED MEMBERS; SHALL BE AS FOLLOWS: 1Y"02" LONG FURRING CHANNEL OR NO. 302" LONG REINFORCING BAR CENTERED ABOVE THE HOLE AND LAID IN THE DECK E. CONCRETE - CAST-IN-PLACE (BC 1704.4) A. ALL CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND: 3" FLUTES. F. CONCRETE - PRECAST (BC 1704.4) STANDARD ABBREVIATIONS FOR EXISTING STRUCTURES B. ALL CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: G. CONCRETE - PRESTRESSED (BC 1704.4) a. 2" (#6 THROUGH #18 BARS) POST-INSTALLED ADHESIVE AND MECHANICAL ANCHORS H. MASONRY (BC 1704.5) C.I. CAST IRON T.C. TERRACOTTA b. 1Y" (#5 BAR, W31 OR D31 WIRE, AND SMALLER) I. WOOD - INSTALLATION OF HIGH-LOAD DIAPHRAGMS (BC 1704.6.1) (E) EXISTING MEMBER OR DIMENSION V.I.F. VERIFY IN FIELD 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED BY QUALIFIED PERSONNEL PER THE MANUFACTURERS PRINTED INSTALLATION J. WOOD - INSTALLATION OF METAL-PLATE-CONNECTED TRUSSES (BC 1704.6.2) EXIST. EXISTING C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING, TO INTACT BASE MATERIAL. INSTALLATION OF ANCHORS SHALL BE K. WOOD - INSTALLATION OF PREFABRICATED I-JOISTS (BC 1704.6.3) a. SLABS, JOISTS, AND WALLS: CARRIED OUT BY AN INSTALLER TRAINED TO INSTALL THE SPECIFIED ANCHORS. NOTIFY ENGINEER OF RECORD PRIOR TO L. SUBGRADE INSPECTION (BC 1704.7.1) STANDARD ABBREVIATIONS FOR WOOD STRUCTURES •1Y" (#14 THROUGH #18 BARS) INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR ASSUMPTIONS AND CONDITIONS OF THE MPII. M. SUBSURFACE CONDITIONS - FILL PLACEMENT & IN-PLACE DENSITY (BC 1704.7.2, BC 1704.7.3) ACT. ACTUAL •%" (#11 BAR AND SMALLER) ALL HOLES SHALL BE DRY AND HAMMER DRILLED UNLESS OTHERWISE NOTED, AND ALL CONCRETE BASE MATERIAL TO RECEIVE N. DEEP FOUNDATION ELEMENTS (BC 1704.8) G-LAM GLUELAMINATED LUMBER P.T. PRESERVATIVE TREATED b. BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES (STIRRUPS, TIES, SPIRALS, HOOPS, AND PRIMARY ADHESIVE ANCHORS SHALL HAVE A MINIMUM AGE OF 21 DAYS. 0. HELICAL PILES (BB #2014-020) (BC 1704.8.5) LSL LAMINATED STRAND LUMBER R.O. ROUGH OPENING LVL LAMINATED VENEER LUMBER SQ. SQUARE REINFORCEMENT): %2" 2. INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL OR UPWARDLY INCLINED ORIENTATION AND SUPPORTING A SUSTAINED P. STRUCTURAL STABILITY - EXISTING BUILDINGS (BC 1704.20.1) NOM. NOMINAL T & G TONGUE AND GROOVE D. SHEAR WALLS: SEE ELEVATIONS FOR SPECIFIED CONCRETE COVER. TENSION LOAD SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER. CERTIFICATION SHALL INCLUDE WRITTEN AND Q. EXCAVATION - SHEETING, SHORING, AND BRACING (BC 1704.20.2) PSL PARALLEL STRAND LUMBER PERFORMANCE TESTS IN ACCORDANCE WITH THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR APPROVED R. UNDERPINNING (BC 1704.20.3, BC 1814) 12. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO CONCRETE WORK SHALL EQUAL. PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS, PROVIDE OWNER AND ENGINEER OF RECORD WITH DOCUMENTED S. RAISING AND MOVING OF A BUILDING (BC 1704.20.5) COMMENCE WITHOUT APPROVED SHOP DRAWINGS. CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL HORIZONTAL OR UPWARDLY INCLINED ADHESIVE ANCHORS T. FLOOD ZONE COMPLIANCE (BC 1704.29, BCG105) SUPPORTING SUSTAINED TENSION LOADS ARE TRAINED AND CERTIFIED. U. POST-INSTALLED ANCHORS (BB# 2014-018, 2014-019) (BC 1704.32) 13. CLEAN AND ROUGHEN TO Y4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. A.OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE PISTON PLUG SYSTEM SPECIFIED BY THE MPII AND PRODUCED V. SEISMIC ISOLATION SYSTEMS (BC 1707.8) BY THE CORRESPONDING MANUFACTURER FOR THE ANCHOR SYSTEM BEING INSTALLED. W. CONCRETE DESIGN MIX - TR3 (BC 1905.3, BC1913.5) 14. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERTS AND EMBED ITEMS. X. CONCRETE SAMPLING AND TESTING - TR2 (BC 1905.6, BC 1913.10) 3. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. REINFORCING BARS SHALL NOT THE TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. 15. REINFORCING DOWELS, WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE BE CUT WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. UNLESS NOTED ON THE DRAWINGS THAT THE EXISTING PLACEMENT. "WET-SETTING" OF EMBEDDED ITEMS IS NOT PERMITTED. REBARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE 2. UNDERPINNING AND EXCAVATION - SHEETING, SHORING AND BRACING SHALL BE FILED DIRECTLY WITH THE NYC DOB BY THE NEW THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. YORK LICENSED PROFESSIONAL ENGINEER(S) RESPONSIBLE FOR THEIR DESIGN(S), UNDER SEPARATE APPLICATION(S) FROM DESIGN 16. WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE ANCHORED AT DISCONTINUOUS APPLICANT FILING FOR FINAL STRUCTURAL ASSEMBLY. EDGES. 4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS, PROXIMITY OF ANCHORS TO EDGE OF CONCRETE, 3. SUBGRADE INSPECTION AND SUBSURFACE CONDITIONS - FILL PLACEMENT & IN-PLACE DENSITY, SHALL BE: A FILED DIRECTLY AND EMBEDMENT DEPTH INTO THE SUBSTRATE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING, EDGE CLEARANCES, AND WITH NYC DoB BY THE GEOTECHNICAL ENGINEER RESPONSIBLE FOR SUBSURFACE INVESTIGATION AND GEOTECHNICAL EMBEDMENT DEPTHS INDICATED ON THE DRAWINGS. LEGEND 17. CONDUIT EMBEDDED IN CONCRETE SHALL FOLLOW THE GUIDELINES IN THE TYPICAL DETAILS. THE CONTRACTOR SHALL NOT' VIOLATE RECOMMENDATIONS; OR (B) WHEN REQUIRED BY THE GEOTECHNICAL ENGINEER, THESE ITEMS SHALL BE INCLUDED IN DESIGN THESE GUIDELINES WITHOUT WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR TO PROVIDE SHOP 5. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILT] HIT-HY 200-R INTO CONCRETE OR APPLICANT FILING OF FINAL STRUCTURAL ASSEMBLY, WITHIN THE GEOTECHNICAL ENGINEER AS SPECIAL INSPECTOR FOR THOSE ITEMS. DRAWINGS SHOWING LAYOUT OF ALL EMBEDDED CONDUIT FOR APPROVAL BY ENGINEER OF RECORD BEFORE PLACEMENT. HILTI HIT-HY 270 INTO BRICK MASONRY, GROUT FILLED CMU OR UNGROUTED CMU BASE MATERIAL. PROVIDE MESH SCREEN IN --E�- CONCRETE FOOTING UNGROUTED CMU, UNREINFORCED MASONRY CONSTRUCTION, AND BRICK MASONRY WITH HOLES OR VOIDS. THE WORK MEETS THE CRITERIA OF SECTION BC 1704.4 FOR EXEMPTION FROM THE REQUIREMENTS OF SPECIAL INSPECTION OF JONATHAN SCHLOSS /ARCHITECT 18. MASS CONCRETE - PER ACI, PLACEMENT OF STRUCTURAL CONCRETE WITH A LEAST DIMENSION EQUAL. TO OR GREATER THAN 4 CONCRETE CAST-IN-PLACE, AND I HEREBY ELECT SUCH AN EXEMPTION. / 12 SONOTUBE FEET SHALL BE CONSIDERED "MASS CONCRETE". SIMILAR CONSIDERATIONS SHOULD BE GIVEN TO OTHER CONCRETE PLACEMENTS 6. SUBSTITUTION REQUESTS FOR ALTERNATE ANCHORAGE PRODUCTS SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR REVIEW AND 277 BROADWAY THAT DO NOT MEET THIS MINIMUM DIMENSION BUT CONTAIN TYPE III CEMENT, ACCELERATING ADMIXTURES, OR CEMENTITIOLIS APPROVAL PRIOR TO USE. THIS SHALL INCLUDE MANUFACTURER PRODUCT DATA AND CALCULATIONS DEMONSTRATING THAT THE THE WORIK MEETS THE EXEMPTION CRITERIA OF BUILDINGS BULLETIN 2009-026, ITEM IV, AND I HEREBY ELECT TO WAIVE THE 13TH FLOOR '. �'•° ��• MATERIALS IN EXCESS OF 660 LB./YD3 OF CONCRETE. CONSIDERATION SHOULD ALSO BE GIVEN TO PLACEMENTS THAT TRAP HEAT. PROPOSED SUBSTITUTE CAN ACHIEVE THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. ANCHOR CAPACITY USED IN DESIGN REQUIREMENT OF CONCRETE TESTING AND OF THE TR-2 AND/OR TR-3 FORM. CONCRETE WALL _ NEW YORK, NEW YORK 10007 WHERE APPLICABLE PER ACI DEFINITION ABOVE, CONTRACTOR SHALL ADHERE TO MASS CONCRETE PROCEDURES AND SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY THE MANUFACTURER OR SUCH OTHER METHOD AS APPROVED BY THE �-•: WOOD STUD BEARING WALL T 212 213 5546 RECOMMENDATIONS OF AC1301 AND ACI211. CONTRACTOR SHALL PROVIDE SPECIFIC MASS CONCRETE MIX DESIGN TO MINIWIZE ENGINEER OF RECORD. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ES EVALUATION REPORT SHOWING COMPLIANCE • THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS; F 212 202 7935 HEAT. WITH THE RELEVANT BUILDING CODE, SEISMIC USE, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF MPII. ADHESIVE 0 THE STRUCTURAL DESIGN OF THE CONCRETE BASED ON SPECIFIED COMPRESSIVE STRENGTH, f'c, NO GREATER THAN 2,500 POUNDS ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE AND MUST PROVIDE PER SQUARE IN PSI REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THE CONSTRUCTION DOCUMENTS OR USED IN WOOD STUD SHEAR WALL STRUCTURAL STEEL INFORMATION ON THESE ITEMS. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE (PSI), STRUCTURAL ENGINEER: THE CONSTRUCTION; 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: �� VNOOD OR CONCRETE WALL BELOW SILMAN ENGINEER OF RECORD PRIOR TO USE. • THE CONCRETE TO BE PLACED IS SPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. A. AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". WOOD STRUCTURAL PANEL SHEATHING 32 OLD SUP, 1OTH FLOOR B. AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". SPECIAL INSPECTIONS -- (2) 1 3/4"x11 7/8" LVL, U.O.N. NEW YORK, NEW YORK 10005 C. AMERICAN WELDING SOCIETY (AWS D1.1) "STRUCTURAL WELDING CODE - STEEL". 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE: "EXTERIOR" (PERMANENT T 212 620 7970 1 D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) "SPECIFICATION FOR STRUCTURAL JOINTS USING EXPOSURE), OR "EXPOSURE I" (CONSTRUCTION EXPOSURE ONLY) . INSPECTIONS REQUIRED BY THE LOCAL JURISDICTION SHALL BE PERFORMED BY A TESTING AGENCY PROVIDED BY THE OWNER FOR STEEL BEAM, SEE PLAN THE FOLLOWING ITEMS: HIGH-STRENGTH BOLTS". A. INSPECTION OF FABRICATORS (IBC 1704.2.5) MECHANICAL ENGINEER: 2. FLOOR SHEATHING: NOM. -" THICK T&G PLYWOOD (48/24 SPAN RATING), APA STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. B. STEEL CONSTRUCTION (IBC 1705.2) 13 HSS 5 x 5 x 1/2, U.O.N. JMV ENGINEERING 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS:A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992. 3. ROOF SHEATHING (STANDARD): NOM. 5 „ i 39TH STREET B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE C. .THICK T&G PLYWOOD (48/24 SPAN RATING). STRUCTURAL STEEL (IBC 1705.2.1)1. STRUCTURAL STEEL WELDING (AISC 360, AWD D1.1) 0 HSS 5 1/2 x 1/2 RND, U.O.N. 37 37 WEST ST C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B. 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM. -%" THICK T&G PLYWOOD (48/24 SPAN RATING). 2. HIGH STRENGTH BOLTS (AISC 360) NEW YORK, NEW YORK 10018 D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. C. CONCRETE CONSTRUCTION (IBC 1705.3, TABLE 1705.3) ® 4 x 4 WOOD POST, TYP. T 212 852 9855 E. STRUCTURAL STEEL PLATE SHALL BE ASTM A572 GRADE 50 HAVING A MINIMUM YIELD POINT OF 50,000 PSI, 5. WALL SHEATHING (STANDARD: NOM. Y• THICK PLYWOOD (32/16 SPAN RATING). i. WELDING OF REINFORCING BARS (IBC 1705.3.1 TABLE 1705.3) W_x_ EXCEPT WHERE THICKNESSES EXCEED 4" USE A572 GRADE 42 HAVING A MINIMUM YIELD POINT OF 42,000 PSII. ii. MATERIALS TESTS (IBC 1705.3.2, TABLE 1705.3) STEEL BEAM F. BOLTED CONNECTIONS SHALL BE PER ASTM F3125. GRADES ARE TO BE SELECTED AS FOLLOWS: 6. WALL SHEATHING (BEHIND SLATE CLAY TILE OR MASONRY VENEER): NOM. Y4" THICK PLYWOOD (48/24 SPAN RATING). ii. POST-INSTALLED ANCHORS (IBC TABLE 1705.3 ACI 318 CHAPTER 17) PO# LANDSCAPE DESIGNER: a. STANDARD BEAM TO BEAM/GIRDER: ASTM F3125, GRADES A325, F1852, A490 OR F2280 BOLTS IN D. WOOD CONSTRUCTION (IBC 1705.5) NAECHANICAL WEB PENETRATION STARR WHITEHOUSE LANDSCAPE ARCHITECTS SNUG-TIGHTENED JOINTS (Y4" DIAMETER MINIMUM WITH HARDENED WASHERS). 7. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. E. SOILS (IBC 1705.6 TABLE 1705.6) v N 80 BROAD STREET b. BEAM/GIRDER TO COLUMN CONNECTIONS, COLUMN SPLICES AND BOLTS EXPERIENCING TENSION LOADS (UNLESS F. SPECIAL INSPECTIONS FOR WIND RESISTANCE (IBC 1705.11) SUITE 1700 OVERSIZED OR SLOTTED HOLES ARE USED, IN WHICH CASE SLIP-CRITICAL JOINTS SHALL BE USED): ASTMS F3125, 8. LEAVE Y16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND X" SPACE AT ALL PANEL EDGE JOINTS. i. STRUCTURAL WOOD (IBC 1705.11.1) I SHEAR CONNECTION NEW YORK, NY 10004 GRADES A325, F1852, A490 OR F2280 BOLTS IN PRETENSIONED JOINTS (-" DIAMETE•_R MINIMUM WITH HARDENED " ii. WIND-RESISTING COMPONENTS (IBC 1705.11.3) T 212 487 3272 WASHERS). 9. UNLESS NOTED OTHERWISE, WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS ® 4 O.C. AT EACH SHEET G. TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE (IBC 1705.13) 1,4 MOMENT CONNECTION c. MOMENT CONNECTIONS AND BRACED FRAME CONNECTIONS: ASTM F3125, GRADES A321.5, F1852, A490 OR; F2280 PERIMETER AND 12" O.C. ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. i. STRUCTURAL STEEL (IBC 1705.13.1) BP-X BOLTS IN SLIP CRITICAL JOINTS (- DIAMETER MINIMUM WITH HARDENED WASHERS). FAYING SURFACES SHALL BE BEAM BEARING PLATE, SEE SCHEDULE CLASS A UNLESS OTHERWISE NOTED. 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS ® 6" O.C. AT EACH SHEET 2. STRUCTURAL OBSERVATIONS REQUIRED BY THE LOCAL JURISDICTION AND IBC 1704.5 SHALL BE PERFORMED BY A REGISTERED IN S-500 SERIES d. PER AISC 341, ALL BOLTS SHALL BE INSTALLED AS PRETENSIONED HIGH STRENGTH E3OLTS AND MEET THE PERIMETER AND 12" O.C. ELSEWHERE. DESI(GN PROFESSIONAL PROVIDED BY THE OWNER. STRUCTURAL OBSERVATIONS SHALL BE THE VISUAL OBSERVATION OF THE REQUIREMENTS FOR SURFACE PREPARATION FOR SLIP CRITICAL CONNECTIONS WITH CLASS A SLIP COEFFICIENT OR STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. HIGHER. THE AVAILABLE SHEAR STRENGTH OF BOLTED JOINTS USING STANDARD HOLES SHALL BE CALCULjATED AS 11. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND #8 SCREWS ® 3. TESTING AGENCY FOR THE INSPECTIONS SHALL FILE ALL APPROPRIATE FORMS WITH THE BUILDING DEPARTMENT. -- (;2) 1 3/4" x 11 7/8" LVL, U.O.N. THAT FOR BEARING TYPE JOINTS. 6" O.C. AT EACH SHEET PERIMETER AND 12" O.C. ELSEWHERE, UNLESS NOTED OTHERWISE. G. ANCHOR RODS: ASTM F1554, GRADE 36. L_--­7 1 1 7/8" TJI 560 ® 16" O.C., U.O.N. 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE DESIGNED BY A LICENSED ENGINEER ENGINEERED WOOD PRODUCTS WORKING FOR THE FABRICATOR, WHO SHALL PROVIDE CALCULATIONS, UTILIZING LRFD LOADS AND PROCEDURES. LOAD SCHEDULE 2 Y" L.W. CONCRETE ON 2" 18-GAGE METAL DECK (4Y2' 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY WEYERHAEUSER OR TOTAL DEPTH) REINFORCED WITH 6x6-W2.1 xW2.1 A. WHERE CONNECTIONS HAVE BEEN DESIGNED BY A LICENSED ENGINEER, STEEL CONTRACTOR IS RESPONSIBLE FOR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, W.W.R.MINIMUM. MAX UNSHORED SINGLE SPAN=9'-2", INTEGRATING RESULTS OF ALL CALCULATIONS INTO THE SHOP DRAWINGS WHICH ARE BASED ON AISC SINGLE SHEAR TAB INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND 1ST FLOOR DECK / SEE ARCH FOR FIRE RATING REQUIREMENTS. CONNECTIONS. HOLES, ETC. DESCRIPTION VALUES 1ST FLOOR 2ND FLOOR 2ND FLOOR BALCONY ROOF B. UNLESS OTHERWISE NOTED ON PLAN, PROVIDE CONNECTIONS BASED ON MINIMUM SHEAR CAPACITY REQUIREMENTS IN THE BALCONY FOLLOWING TABLE 2. RIM BOARDS: PROVIDE CONTINUOUS 1Y4" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR X" S.O.G. MINIMUM SHEAR CAPACITY REQUIREMENTS MINIMUM SHEAR CAPACITY REQUIREMENTS APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) .�- SLAB ON GRADE PLATFORMS. NOMINAL BEAM MIN. SHEAR MIN. SHEAR MIN. NUMBER MIN. SHEAR MIN. SHEAR MIN. NUMBER DEPTH CAPACITY ASO CAPACITY LRFD NOMINAL DEPTH BEAM CAPACITY ASD CAPACITY LRFD �� (LOAD n" OF BOLT OF BOLT 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY �,_ ,. I TOP OF SLAB ELEVATION ,�'OF NEttir (kips) (kips) ROWS (kips) (kips) ROWS WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS //Q't " u- Qpp CJ 8", 1O" 16 24 2 811 , 1 O" 23 34 2 AND DETAILS. WOOID JOISTS 8 8 8 8 8 8 T.O. STEEL=X -X SPOT ELEVATION co �'�' 4,- 12", 14" 28 42 3 12", 14" 36 54 3 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH AITC 117-04 DESIGN * _ 16" 40 62 3 16" 45 68 3 STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES. UNLESS NOTED OTHERWISE, ALL ~' r 18" 52 78 4 18" 54 82 4 LAMINATIONS SHALL BE SOUTHERN PINE. � �/ COLUMN ABOVE/BELOW - C. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW THAT 5. ROOF TRUSSES: PROVIDE PRE-ENGINEERED ROOF TRUSSES, AS SHOWN ON THE DOCUMENTS, TO RESIST LOADS TABULATED ON THIS DEAD ILQAD O_ 9888 � REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEBS ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SHEET (INCLUDING NET UPLIFT). INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURERS STANDARD RECOMMENDATIONS AND TOP TOP OF FOOTING ELEVATION RELATIVE TO DATUM SUSTAIN CONNECTION LOADS ARE INADEQUATE. CUTS OR COPES MAY PREVENT MINIMUM NUMBER OF BOLT ROWS; SHOWN DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. MEP / CEILING 7 7 7 7 7 7 ABOVE SHEAR FROMCAPA BEING HAS ACHIEVED,EWHICH IS ACCEPTABLE PENDING WRITTEN APPROVAL AND CONFIRMATION THAT MINIIMUM 6T. . PSL POSTS: PROVIDE GRADE 1.8E PARALLAM PSL COLUMNS. IT IS NOT PERMITTED TO USE PSL BEAMS AS A SUBSTITUTE FOR PSL ##�_##��� TOP OF FRAMING ELEVATION RELATIVE TO DATUM COLUMNS WITHOUT ACCOMMODATION FOR REDUCED STRENGTH AND APPROVAL BY EOR. ROOIFING / INSULATION 5 5 D. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTIONS ARE AN COLUMN LINE EXTENSION OF THE BEAMS AND GIRDERS. FRAMING LUMBER 1 1/2" PLYWOOD SUBFLOOR 6 6 6 6 6 6 (�) 4. MINIMUM WELD SIZE IS Y4" FILLET UNLESS NOTED OTHERWISE. 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: A. AMERICAN WOOD COUNCIL "WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS". 1 1//8" WARMBOARD 3 3 3 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAIMS SHALL B. AMERICAN WOOD COUNCIL "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION," "NDS SUPPLEMENT: DESIGN BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES CANTILEVER END. VALUES FOR WOOD CONSTRUCTION", AND "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC". 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN 3" CONCRETE TOPPING 30 30 ENGINEER OF RECORD (IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM TO THE THERMAL CUTTING REQUIREMENTS OF AISC DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: AND AWS). A. RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2, SPRUCE PINE FIR #2, OR HEM FIR #2. B. BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1, SPRUCE PINE FIR #1, OR HEM FIR #1. 7. WELDING SHALL BE PERFORMED BY CERTIFIED, AWS-QUALIFIED WELDERS. WELDING ELECTRODES FOR CARBON STEEL SHALL BE AWS C. STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE, SPRUCE PINE FIR STUD GRADE, OR HEM FIR STUD GRADE. LIVE = 5.1, CLASS E7OXX. FOR ASTM A572 GRADE 50 KSI PLATE USE ELECTRODE E7018 OR APPROVED EQUAL (OR ELECTRODES THAT MEET THE REQUIREMENT OF-). WELDING ELECTRODES FOR ASTM A276 STAINLESS STEEL, TYPE 304, SHALL CONFORM TO AWS 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E308; OR AWS A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS A. POST AND TIMBER: DOUGLAS FIR-LARCH #1, SPRUCE PINE FIR #1, OR HEM FIR #1. RESIIDENTIAL 40 40 40 ER308. WELDING ELECTRODES FOR ASTM A276 TYPE 316L STAINLESS STEEL SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL B. BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1, SPRUCE PINE FIR #1, OR HEM FIR #1. ARC WELDING, ELECTRODE CLASS E316; OR AWS A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS ER316. WELDING ELECTRODES FOR JOINING STAINLESS STEEL TO CARBON STEEL SHALL CONFORM TO ELECTRODE CLASS E309/ER309. 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR BALCONIES 60 60 60 REV. o ISSUED FOR FILING 2023-11-OB 8. SHOP PAINT EXPOSED STEEL MEMBERS, STEEL MEMBERS NOT ENCASED IN CONCRETE OR SPRAY FIREPROOFED, AND ALL STEEL SODIUM BORATE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS OTHERWISE GENERAL NOTES &ABBREVIATIONS. MEMBERS AT THE EXTERIOR WALL WITH TNEMEC V10-99 OR APPROVED EQUAL (EXCEPT FOR MEMBERS TO BE HOT-DIP INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER AND/OR PLYWOOD GALVANIZED). SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OR LEGEND, AND DESIGN LOAD PAR. DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE CONCENTRATION OF 9. FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC V530 OMNITHANE OR APPROVED EQUAL. WHICH SHALL CONTAIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD DRAWN BY: MJM ABSORBS NO MORE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF WOOD UNLESS OTHERWISE NOTED ON PROJECT DESIGN CRITERIA (AS PER TABLE R301 .2( 1 ) OF NYS RESIDENTIAL CODE CHECKED BY: Ni. RM 10. ALL EXTERIOR EXPOSED STEEL AND STEEL SUPPORTING EXTERIOR SHALL BE HOT-DIP GALVANIZED. PLAN• HOT-DIP GALVANIZING SHALL CONFORM TO ASTM A123. REPAIR SCRATCHES OR ABRADED GALVANIZED SURFACE WIND DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER IFLOOD HAZARD AIR FREEZING MEAN ANNUAL DATE: JULY 18, 2023 WITH ZINC RICH PAINT. 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE "NATIONAL DESIGN GROUMID SNOW LOAD SEISMIC DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA BASIC WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE DEPTH TERMITE TEMP UNDERLAYMENT (FEMA) INDEX TEMP SCALE: As NOTED (PSF) EFFECTS REGION DEBRIS ZONE a REQUIRED I "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. (0) (mph) (f) (a) (b) (c) ( ) (9) () 0) d (k) (1) H (h) 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAL/STATE BUILDING CODE AND THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. 20 135 NO NO 1 C SEVERE NA MD TO HVY (6) C NO COASTAL AE 16 1500 OR LESS 51 F t2 FREEBOARD NOTES;: - 1- LATERAL SYSTEM: DESIGN FOR STRENGTH AS PARTIALLY ENCLOSED, SERVICABILITY AS ENCLOSED. 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WALL EL. 0'-0" L!------- ——————— SW-2 LANDSCAPE DESIGNER OUSE LANDSCAPE ARCHITECT S 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 HSS4x4x5/16 T 212 487 3272 S-301 — , RW#3 I-----------— -----------CP-1 a L • t------------------------2 i PX RW#3 ~ELEVATOR SUMP PIT 7'-541" F4 C14 T.O. WALL EL. -7'-6" ® I I I ; RW#2 L----------- 7'r 0 RW yll ►; RW#1 RW#2 OQ $8RW#3 T.O. WALL EL. 0'-0" d ' 1. T.O. CELLAR SLAB ON GRADE -11'-0" TYP. RW#3 2. B.O. FOOTING = -13'-0" U.,O.N. 3. ALL EXTERIOR STEEL TO BE HOT DIP Ad. o-GALVANIZED, U.O.N. REV. 0 ISSUED FOR FLNG 2023-11-08 FOUNDATION PLAN DRAWN BY: MJM CHECKED BY: NL, RM DATE JULY 18, 2023 SCALE: AS NOTED 01 FOUNDATION PLAN SCALE: 1/4'=1 -0" e SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 I 1 1 2 3 4 5 6 7 8 9 "I 0 11 12 13 -;'._L� - �_ . 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E I � ' i=o I I _ 16 O.C. __ __ I I I ® 16" O.C. -- --- w--- - ___.�__�i .___I. ._.___.-___a ° ".-i I L9P: 1�2" TJI 230 I LANDSCAPE DESIGNER: _.I r I i I �� i - _ I I i M _ _ I I _ _ _ _-_. _ _ ._ _ _ _ _. _ - _ _ _ . .___ _. _ _ _ _ _ _. _ _ _. I ._ _._ __.. _ _ I__. _ . -- _ _ - _.._..___ _.--._ STARR WHITEHOUSE LANDSCAPE ARCHITECTS x ------� �•- NI ! ® 16 O.C. L !(, _- i ' � 80 BROAD STREET I NO. 2 PT `� I E i _ . . °' -I _ i I I I I ! 1 I I �101 SUITE 1700 II " NEW YORK, NY 10004 GC TO COORDINATE LOCATION OF END® __ __ __ _ __ __ I I ' __ __ __ OF SOUTHERNMOST JOIST WITH SHADE L_9 1/2 TJI 230 I 1 I I n ^�I { N cD T 212 487 3272 , (3) 2x10 DF NO. 2 PT 2x10 DF NO. 2 t" (2) 2x10 DF NO. 2 PT POCKET, SEE ARCH. 1�6 O.C. I I I I N( n 9 0 l , i i I ® 16 O.C. PT I I f z1 I 1 (3) 13Y4"x11%" LVL I (3) 1-"x11%" LVL I I I _� r_ -�. I I u_ 2� x10 DF_NO. 2 _ I �a— - _ - Cl ® 16 O.C. 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PT 0 I ( I I I I Z a (2) 2x10_DF_MIO._2.:P1 "`'-CANT,!- { 1 1 I _ _______ _ ____.__ __ __.,____ _ __.___ . _ ___I__ _ ____-_-_. _ __,-__ I_ _ ______._. _ ___I_ __ IV�- _r_ . _ ____ _ _ - _ _ _ _ _._�_ _ _ _____.-__ _ _., ____ _ _ _______._ _ __..___ - _._____ _ __-_ __ SW_2_---- -� 1 -- - �_._�_.�----�._.��-�-.�:" :.�_w__��� � _. __ _.__.____, `______ ._ .a-__.- '- •---___._ _ _ ,_.--__ _ I = Q� SIR 4p y0 2x10 DF NO. 2 PT . o �Fy pF.0 I co I ) 11 I I = { { $ x10 DF NO. 2 PT CANT.2 2x10 DF N0. 2 PT 3 2 = ao I 2x10 DF !NO. 2 ( 2x10 DF NO. 2 I i I " " I I i I 4 988� ® 16 O.C. PT ® 16 O.C. PT I I I I I I I ! I I ! I ��58►d�v I i 9 1 I I I I I C 1 I f I I I I I 1 I I I I I ! I E I I 1 I I ! I I I REV. 0 ISSUED FOR FILING 2023-11-08 SECOND FLOOR FRAMING PLAN DRAWN BY: MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED 1 SECOND FLOOR FRAMING PLAN S-102 SCALE: 1/4'=1'-0" Sml 02_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 1 2 3 4 5 6 7 8 9 10 11 12 13 I ! I I � ' 24'-,%" ° 4'-6" ° 5'-0" ° 10'-4" ' 16'-4" ° 16'-8" 1 10'-0" E 20'-8" t I y_p" I 70_0" + 2 _4" ! 40_8" I I I I I I 1 I I ! I I I 1 e I f I � i ! f I If I I I I I I 1 I I I I I ! P I ! I E ! I I I I I I I I I I I 1 1 I I I I ! I ! I I I I I I I I I I f ! I ! 1 p I REFER TO ARCHITECTURAL I ! I I I FOR TRELLIS INFILL I ! I p II I I i 1 I � ; E 43 :t. 2x10 DF No. 2 PT -.-- I I I I I o Lx10 DF NO_2 E i ______._._._.____.___.__ ._---- o co I I I x ___--- 1 I N _ o o _ _ ____.. _-- �__ I I I 'Mu=10 K-FT W12x50 Mu 10 K Ff f I; • t N�� { 2x10 DF NO. 2 I "6 ® 1 o I I ! 1 O.C. PT ! I I I I I \ O cal® f I I x1 I I 1 I °ti N I I I I Ili I : I I I I (3) 1 x11% LVL f ,✓d j I GC TO I_ COORDINATE LOCATION OF LAST I �� I I po JOISTS,AT EITHER END WITH SHADE �! � _J POCKET __._. , SEE ARCH. L9-1/2" TJI_230 j 9-1/2":TJI 230 R _.__--_ ..._.___-__ 1 r -- { ®16 O.C. O.C. I ®16 1 I t -- - I GC TO ———————— , GC TO COORDINATE LOCATION f `COORDINATE LOCATION OF HEADER I� 1 ; � ! I O _._..._-WITH_SHADE POCKET. REFER TO ARCH.\ 1 OF LAST JOIST WITH SHADE N POCKET,-REFER TO ARCH. W4x13 TYP., (7) EA.e LONG SIDE I' I /� (3) 1-/4"x11%"LVL , i — - � (5) EA. SHORT SIDE! EQ. EQ. k I 4 ill I N 3 � CANT H _ PER ' _ 2)­ 17 "LVL"BOLTED TO FACE Mu=13 K-FTC) -- . .. O W12x45 - --- -_ _.. _._. _ Mu=13 K-FT { Mu=8 K-FT �. CN Mu=5 K-FT Mu=5 K-FT cv I Mu=8 K-FT I/ I U EQ. EQ. U EQ. I " 7 " �10 -(3) 1%4 x11/� LVL -- -- -- I I 1 ! I I I R cill I I ! I REFER TO W ` ®/ I L__/ "" 0 { �r - l 1 I I ' ARCHITECTURAL 9 1@ 16 T0.0 3� f I 20' 11 rr I` I ° FOR TRELLIS + I !I 1 I Mu=5 K-FT W10x33 ~`� ' . '•f W10x33 ! ,/ I I INFILL JONATHAN SCHLOSS)ARCHITECT I I � I � ;� I � GC TO COORDINATE LOCATION OF HEADER ; E(1 I � 1 277 BROADWAY a I I WITH SHADE POCKET. REFER TO ARCH. I I ' W N l /' N Mu=S K—FT —— —— —— " 7 " 13TH FLOOR f rc_ (3) 1% x11 r� LVL I i { �e3 1 V rV - `- -- -- -- _- -_ __^�I " - ( { i i jj NEW YORK, NEW YORK 10007 �1 o 4- o �-" 't p 1 O LO O ( L 9_i 1/- TJI 230 ax (t I i I I • Ica w O (� • ° c0 • I° x I '�( 1 ®16" 0.�.. I I to T 212 213 5546 ! N — 4_._� N I ca . N ca N w I I X sl�J I ® 3 ® i ! if I l I I! F 212 202 7935 1� EE I 3 i( ! I I N - -,' �1 .,Y�l , � � I i 3 u 5 K-FT W10x33 �., . W10x33 ( I (1 11 I I I { I 7 I STRUCTURAL ENGINEER: II o Mu=5 - ' 1± 1 �� f 1 E 1 I ! I SILMAN I (I ! rc rN � r "1 N 1(� K I ' I ' �3). ! ! E 32 OLD SIJP, 10TH FLOOR 010 _ 1 "X 11 "LVL NEW YORK, NEW YORK 10005 T 212 620 7970 Mu=B K-FT I N N Mu-5 K-FT Mu=5 K-FT I Mu=8 K-FT ( I �` '� --] I ( rrl 7 1 I ; MECHANICAL ENGINEER: Mu=13 K FT _ - y I ! Mu 13 .K _ I I I _ TJI 230 ( -- -- -- -- - =--__ -- -- -- _ J BOLTED-1 4 x 1 LVL -TO' FACE . _.,�-._. JMV ENGINEERING I ; I i io x T TI a 016" O.C. 7 I „ ' (3) 1-"x111�"LVL e _E ——— I CANT. ' 37 WEST 39TH STREET 2 __ 1' 6" _ _ __. I; ? I I SUITE 703 K NEW YORK, NEW YORK 10018 i I 1 I 2x10 DF NO. 2 PT ( GC TO COORDINATE LOCATION OF END JOISTS T 212 852 9855 l ® 16" O.0 -7 I WITH SHADE POCKET. REFER TO ARCH.- P I {I, Mu=19 K-FT Mu=19 K-FT ! I I I ! I I I I` LANDSCAPE DESIGNER. t ;I I� ! 1= ( � . 3 1 " _ ti � STARR WHITEHOUSE LANDSCAPE ARCHITECTS O O I; I — ~ -- -- -- -- -- ` -- -- 9-1/2" TJI 230 1 : 9-1/2" TJI 230 �/ x11 LVL.____-.-- / , O 0 I _ F- L-- " --,� / ^�'I L-- " ---� I I 80 BROAD STREET �/ ®16 O.C. 016 O.C. Mu=19 K-FT I fit, / Mu=19 K-FT /� !I s >2x SUITE 1700 tt I; I Z I N U I � NEW YORK, NY 10004 T 212 487 3272 LL- , 9-.1 2" TJ1 230 x -- -- -- 00 _.___.._____-_____.______ I ! 2x10 DF No. 2 PT �+ I (3) 1 "x11%" LVL __ _ ___.._ FOR TRELLIS INFILL -- -- � - H I [ REFER TO ARCHITECTURAL I ,/ I. _ v ( I ' (% 2x10 DFNO. 2 6 DF N0. 2 PT ►- - i° ® 16" O.C. PT A I I I II 1 I _" IL a I Lx10 DF - 2_PT f/ II I f N ® 16 O.G. I o 00 — -� 2 I - `�' Z x 10 DF N0: 2 PT-U I _CANT.-- �- x N F N rIre-- -, Mu=19 K-FT O� `O Mu=19 K-FT -- -- --- �/ �/, I -(1)2x1O DF NO. 2 PT _ E � � P I � m 31r OO ._.- - -_ �__ _ _ _ _ �_ _ _ _ I_ _ _.._.__... _ _..___..__. .... _____._._ _. _.__I__.__ _ ___.____ _ _ __ _ _ _ _ _ _. ._._..._._a. _. _.__. ._ _ ._. _ _. ._ _ _ _ _-. __.. _ I._. _ _._. _ _. _ _ _ _ _ i 2x10 DF NO. 2 = Mu=19 K-FT Mu=19 K-FT _ ___ _ _.__._______.�. I I I I I f I I 1 ! I ! I I f I I ! 1 ! I I 1 I , I I ! I I I I ! I ! I I ! I f 1 I I I 1 I I I I 1 9 1 1 I I ! I � j ! f I ! I I ! ! I I 1 I I I REV. 0 ISSUED FOR FILING 2023-11-08 ROOF AND POP-UP FRAMING PLAN DRAWN BY: MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED 3 ROOF AND POP UP FRAMING P LAN S-101 SCALE: 1/4'=1'-0" SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1183 I WINDOWS AND FINISH, F I SEE ARCH. 12"x16" CONCRETE BEAM, (4)#5 i BOT. BARS, (2)#5 TOP BARS, #4 STIRRUPS ® 12" O.C. I I I ._. _._._._._. J T.O. BEAM & WALL L-Ja ® EL. 0'-0" TJI JOIST, SEE L 6" STEM WALL PLAN G - 6" v . . T.O. GRADE • • •.a o ' EL. VARIES — SEE ARCH. #4®12" O.C. VERT. WINDOWS AND FINISH, ZGH f WELL v SEE ARCH. o o I I I N `V #4012" O.C. HORIZ. 3'-0" (3) MIN. Ls CONTINUOUS a WATERSTOP, TYPICAL a . a•. a. d n o v • o . A �. o o , . a B.O. MAT EL. —3 —6' FOUNDATION WALL, SEE a a A PLAN AND SCHEDULE FOR • c REINFORCEMENT BALANCE � SHEAR KEY, SEE TYP. OF INFORMATION. FOUNDATION DETAILS d 4 • a a 6" MAT SLAB . e v . VA- 1 SECTION 2 SECTION �11 SCALE: 1"=1'-0" �11 SCALE: 1"=1'-O" JONATHAN SCHLOSS /ARCHITECT 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 F 212 202 7935 STRUCTURAL ENGINEER: SILMAN 32 OLD SUP, 10TH FLOOR NEW YORK, NEW YORK 10005 T 212 620 7970 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 3M STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 �,�'OF NE ZR 4P0'A r = X >J O ss8g REV. 0 ISSUED FOR RUNG 2023-11-08 FOUNDATION SECTIONS DRAWN BY: MJM CHECKED BY. NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED Sm30l_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 SECTION2 SECTION 3 SECTION 4 SECTION S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=,'-0" RIGID THERMAL BREAK MATERIAL (SCHOCK OR APPROVED EQUAL). THERMAL BREAK PLATE TO BE 3" THICK, ALLOWABLE COMPRESSIVE STRENGTH = 7.5 ksi 10% DEFORMATION AND MAX THERMAL W4 STUB BEAM, SEE PLAN CONDUCTIVITY = XX.XX w/m—k I . „ ROOFING AND INSULATION, SEE ARCH. STEEL BEAM, SEE PLAN .. ..--.. . . — — — — — — SISTERED WOOD Ya MEMBER, SEE PLANS 3 SIDES Y4 I AND TYPICAL DETAILS 5/8" DIA. A490 BOLTS TJI JOIST, SEE PLAN I WT6x20, CUT TO FIT —• — —� 1-300/8, (3) TOTAL —I EA. LOCATION JONATHAN SCHLOSS/ARCHITECT 'TJA B r 277 BROADWAY 5/8" DIA. A490 BOLTS I FLOOR iI NEW YORK, NEW YORK 10007 I I 1/2" THICK PLATE F 212 202 7935 � n � STRUCTURAL ENGINEER: SILMAN 32 OLD SUP, 10TH FLOOR NEW YORK, NEW YORK 10005 5SECTION SECTION 7 SECTION 8 SECTION T 212 620 7970 �41SCALE: 1 1 2"=1'-0" S-401 SCALE: 1 1 2"=1'-0" S-401 SCALE: 1 1 2"=1'—O" S-401 SCALE: 1 1 2"=1'-0" / / / / MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 OF NEWr 0,Q Ar z w X � I r o ssa$ sstn`'�'�' 9 SECTION SECTION S-401 SCALE: 1 1/2"=1'-0" S-401 SCALE: 1 1/2"=,'—O" REV. 0 ISSUED FOR FILING 2023-11-08 SUPERSTRUCTURE SECTIONS DRAWN BY: MJM CHECKED BY. NL., RM DATE: JULY 18, 2023 SCALE: AS NOTED Sm40l_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1183 #4 TYPICAL 1Y2" CLEAR NOSING WELDED WIRE FABRIC SIZE TO MATCH SLAB ON GRADE • r SLAB ON GRADE SLAB REINFORCEMENT 1" CLEAR SAW CUT — SAW CUT AS REQUIRED (MESH OR REBAR) • 1" KICKBACK 1Y2 DEEP" FOR JOINT FILLERll" ANCHOR BOLTS, SEE COLUMN, SEE PLAN AND W.W.R. SLAB ON GRADE THICKNESS "t" Y2" DIA. x 1'-6'" LONG ems. TYPICAL DETAILS COLUMN SCHEDULE r. DOWEL AT 1'-6��" O.C. JOINTS x•. . BASE PLATE, SEE TYPICAL . 4 5" SLAB DETAIL ISOLATION JOINT AT COLUMN d �• ° " , " 2'-0" NON-SHRINK GROUT, 2" MIN. . •e. .a e°• e •d ' ,ev • •e e°• . : ° 2-#4 ® 3 x4-0 LONG ) (SEE TYP. SLAB ON GRADE DETAIL) ADDITIONAL AT ALL REENTRANT CORNERS CONTRACTION JOINT CONCRETE SLAB SCORE WITH TROWEL T.O. SLAB EL. SEE PLAN ►- = CONSTRUCTION SLAB EDGE 6x6-W2.0 x W2.0 GALVANIZED DETAIL A-A : x JOINT 3" MIN. TYP I CAL STAIR ON GRADE W.W.R. 1Y2" BELOW TOP OF SLAB JOINT NSION o T.O. PIER �S EL. SEE PLAN — SLIP DOWEL CONCRETE PIER N.T.S. OR STEEL COLUMN ul N PIER REINF. - SEE PLAN (SEE PLAN) 5 MAX. A �� * x . AND SCHEDULE SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT , 2" cLR. TYP. .,' •,. -4 ,' a e•' 2-;#4 TIES 0 3" O.C. AT TOP OF PIER, MAXIMUM DISTANCE BETWEEN AT ALL RE—ENTRANT CORNERS a : � CONTRACTION JOINTS IN INCHES 7 W REMAINDER AS PER SCHEDULE ° c� ;a ° ••, IS 36 TIMES SLAB THICKNESS o B.O. FOOTING t`t, _ c. ° w o EL. SEE PLAN 3" CLR. NEW OR EXISTING NOTES: BASE PLATE, SEE N FOUNDATION WALL - TYPICAL DETAIL CONTRACTION EXPANSION SEE PLAN ISOLATION JOINT 3�" � COLUMN SEE PLAN JOINT JOINT TYPICAL STEEL COLUMN PIER AND FOOTING • 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS MIN. SEE TYPICAL � MAXIMUM MAXIMUM WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES AND COLUMN SCHEDULE _ • • SLAB THICKNESS WIDTH IN INCHES. ALTERNATIVELY, LARGE SLAB ON GRADE SPACING SPACING " s xs w2.� x w2.1 W.W.R. •�•' ° DETAIL = 5 -0 = 15 -0 1" CL. (CONTRACTOR ALTERNATE OPTION: WATERSTOP. 2" COVER BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS ARE „ PROVIDE EQUNALENT DOSAGE OF d e, °,a MIN. E.S. (OR AS REQ'D ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE IN BOTH NON-SHRINK 3 MIN. CONCRETE SLAB ON CONCRETE SLAB MACROFIBERs IN LIEU of wwR) BY WATERSTOP MFR.) DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY MANNER. GROUT, 2" MIN. TYP. GRADE NOBS: NOTES: 1. UNDISTURBED SOIL OR FILL COMPACTED TO 95% x x 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A T. , , OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT 1. PIER SIZE TO BE 3" LARGER THAN COLUMN BASE PLATE ALL AROUND U.O.N. ON PLAN. o —x x x x xr. ' x. _ ' ' REMOVE ORGANIC MATERIAL. 2. SEE PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. e °•d ° d a° a MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB z • e ° ' THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 S` 3. IF PIER HEIGHT IS LESS THAN 2'-6" EXTEND COLUMN DOWELS INTO FOOTING. SEE ° WATERSTOP (AT e °'e e ° HOURS AFTER CONCRETE IS PLACED. �.,� 2. BROOM FINISH UNLESS NOTED OTHERWISE. CAULK COLUMN SCHEDULE FOR SIZE AND REINFORCING. NEW FOUNDATION y % ANCHOR BOLTS, SEE CONTINUOUSLY WALLS ONLY) '. ,:� 4. T = SLAB THICKNESS - SEE PLANS. a 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO o :4 TYPICAL DETAIL 5. FOR TIES AND ADDITIONAL INFORMATION SEE "TYPICAL DETAIL CONCRETE COLUMN". •• 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. d•�' ' �'•''' ' .d B.O. FOOTING ' VAPOR BARRIER EL. SEE PLAN 3 CL. 10 MIL POLYETHYLENE " a • ' ` >` UNDISTURBED 6 GRAVEL OR a' , PIER REINFORCING SCHEDULE SOIL OR FILL VAPOR BARRIER d' :a. ' '� a CRUSHED STONENOTES • 6" GRAVEL OR UNDISTURBED SOIL Y2" PREMOLDED MIN. VERTICAL CRUSHED STONE OR FILL 1. FOOTINGS SHALL BEAR ON AIRM UNDISTURBED SOIL WITH A MINIMUM JOINT FILLER PIER SIZE BARS CLOSED TIES BEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES. SLAB ON GRADE SLAB—ON—GRADE & WALL INTERFACE 2. FOR SIZE, DEPTH AND REINFOIRCING SEE FOOTING SCHEDULE. DETAIL A—A P1 (4)#6 (2)#3 TYPIICAL SLAB ON GRADE TYPICAL DERAIL SPREAD TYPICAL DETAIL N.T.S. FOOTING AT STEEL COLUMN EXTERIOR PAVING N.T.S. N.T.S. FOOTING SCHEDULE FOOTING SIZE BOTTOM REINFORCING MARK REMARKS NOTE: REINFORCING SHALL BE NO LESS THAN SCHEDULED LENGTH x WIDTH DEPTH LONG WAY SHORT WAY UNLESS NOTED OTHERWISE. F2 2'-0" x 2'-0" 1'-0'" 3-#4 BARS 3-#4 BARS F4 4'-0" x 4'-0" 1'-0'" 3-#4 BARS 3-#4 BARS STANDARD HOOK ° e d° e W 3'-0" ELEVATOR PIT #5 NOSING BAR ALL AROUND Ln Zo a A. ° (ALL AROUND) OMIT 2'-0"x 2'-0" w � d. STANDARD HOOK MAT SECTION FILL ~ S AFTER PLUNGER IS 2 "X" (MIN.) (TYP.) "' °. .' �- 12" CONCRETE WALL INSTALLED SEE PLAN 3" CONCRETE MUD LINE TEE—INTERSECTION JONATHAN SCHLOSS /ARCHITECT e ° a . v ' a. • °, . ' a e d p #4 012" O.C. (TYP.) INTERRUPT #5 ®12" PIT MAT 277 BROADWAY i-'6`• a !_ • BARS. BEND INTO PLACE 13TH FLOOR °- 'd . ' 1 0. #5 TOP & BOTTOM e AFTER PLUNGER IS SET NEW YORK, NEW YORK 10007 BENTONITE WATERPROOFING ALL AROUND. 4•. •� EACH WAY " BENTONITE WATERSTOP •• °• �• T 212 213 5546 ° 4 0 12 O.C. it—oilWATER STOP PROVIDE PROTECTION BOARD • # Lw F 212 202 7935 n e e d °. (TYP.) SEE ARCH'L DWGS. p" e VERTICAL AND STANDARD Z U ° e FOR REINFORCING d ( ) HORIZONTAL TOP OF PIT SLAB HOOK o a MAX. 2'-0" SEE WALL SECTIONS I Z (/7 STRUCTURAL ENGINEER: 12" PIT e e ° • e' g • WATERSTOP ¢ I.. e, SILMAN ° MAT a e - 32 OLD SUP, 10TH FLOOR 2"x 4" KEYWAY — a ° w d!. ' ' a CONT. TOP & BOTT. — NEW PORK, NEW YORK 10005 1'-4" " ' e PROJECTION, IF ' • , . CONTINUOUS 3 CL. 3 CONCRETE MUD SLAB . • WATERPROOFING T 212 s2o 7s7o e WALL FOOTING I NO WATERPROOFING (SEE ARCH'L DWGS) ADDITIONAL AT FOUR SIDES #5 012" O.C. TYP. I _ 1L� OF 2'-0" x 2'-0" OPENING TENSION MECHANICAL ENGINEER: SLOPE BY CONTRACTOR JIVIVENGINEERING — 1'-0" TO MAINTAIN SOIL 1 " HYDRAULIC PLUNGER STABILITY VERIFY WITH 1 -0 5 0 12" O.C. „ KEY LAP SPLICE 37 WEST 3sTH STREET MIN. # ALL 4AROUND ONTINUOUS SUITE 703 GEOTECHNICAL ENGINEER - TYPICAL DETAIL TYPICAL DETAIL CORNER NEwYORK, NEwYORK1oo18 TYPICAL CAL DETAIL TYP I CAL DETAIL T 212 852 9855 STEPPED WALL FOOTING ELEVATOR PIT ELEVATOR SUMP PIT BOX OUT AT HYDRAULIC ELEVATOR PIT SLAB NOTE: LANDSCAPE DESIGNER: WATERPR00FIN G N.T.S. FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. STARR WHITEHOUSE LANDSCAPE ARCHITECTS N.T.s. (EXTERIOR WATERPROOFING 80 BROAD STREET N.T.S. N.T.S. SUITE 1700 TYPICAL HORIZONTAL REINFORCEMENT AT CORNERS NEW YORK, NY 10004 AND JUNCTIONS OF WALLS AND BEAMS T 212 487 3272 N.T.S. CONC. WALL i s Q Ys"x 2" COLLAR ALL AROUND .. d NE � y'P WATERPROOFING FOR INSIDE - - - _ " �"� PIPE � .� ADDITIONAL HORIZONTAL BARS AT DIAMETER, SEE STRIP TOP & BOTTOM OF OPENING. UTILITY/PIPING = s PROVIDE 6x18" SMOOTH PROVIDE 2—#5 MIN. OVER AND DWGS. CUT ALTERNATING (UNBOND D) DOWEL 0 UNDER OPENING U.O.N. ° q . � O 6988$ HORIZONTAL REINFORCING 24" O.C. WATERPROOFING d ROLLED PLATE OR PIPEgg� � BARS AT CONTROL JOINT J SEE WALL STRIP DITIONAL VERTICAL BARS AT SIDES SECTIONS FOR OF OPENING. BAR QUANTITY ON EACH WITH Y4" MIN. WALL THK. HORIZONTAL REINFORCING TO SOIL SIDE J REINF. �- INTERRUPTED BARS. 2-#5 MIN. EACH RUN THRU UNINTERRUPTED PROVIDE #6x18" SMOOTH SIDE EQUAL TO AREA OF SOIL SIDE J 24"(UN O.C.DED) DOWEL 0 24" O. SIDE, U.O.N. A. e • e • • S NOTE: Id SPACE ADJACENT PIPE SLEEVES AS FOLLOWS: Ld e d c Ld e tZ e, n w a DEVELOPMENT LENGTH N ° d PIPE DIAMETER CLEAR DISTANCE BETWEEN a '° OUTSIDE DIA.)DIA.) EDGES OF PIPE OPENINGS JEXPOSED SIDE PRE-MOLDED NOTES: WATERSTOP �'" V-SHAPED KEY FILLED JOINT FILLER DIA. S 6" " CLEAR DIST. = PIPE DIA. 1 SEE WALL SECTIONS WITH SEALANT 1. HOOK ALL BARS INTERRUPTED BY OPENING. 6 < DIA. S 12 CLEAR DIST. = 6 FOR REINF. EXPOSED SIDE SEALANT 12"< DIA. S 24" CLEAR DIST. = WALL THICKNESS 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT LENGTH NOTE: BEYOND OPNG., VERTICAL BARS TO BE FULL STORY 1. PROVIDE EXPANSION JOINTS AT EVERY FOURTH HEIGHT. CONTROL JOINT OR A MAXIMUM OF 20 FEET O.C. N_Q1 PROVIDE EXPANSION JOINTS AT EVERY FOURTH NOTE: 2. SEE TYPICAL WALL DETAIL AND ARCH. FOR CONTROL JOINT EXPANSION AL MAXIMUM V 80 FEET O.C. 3. PROVIDE REINFORCING SHOWN IN THIS DETAIL U.O.N. MAXIMUM POUR LENGTHS: WATERPROOFING AND DRAINAGE REQUIREMENTS. 2. SEE TYPICAL WALL DETAIL AND ARCH. FOR IN SHEAR WALL SCHEDULE, SHEAR WALL DETAILS, FOUNDATION WALL = 80'-0" WATERPROOFING AND DRAINAGE REQUIREMENTS. SHEAR WALL ELEVATIONS ETC. REV. 0 ISSUED FOR FILING 2023-11-08 TYPICAL DETAIL CONTROL JOINT IN TYPICAL DETAIL TYPICAL DETAILS CONSTRUCTION JOINT IN CONCRETE WALL CONCRETE WALL EXPANSIC)N JOINT IN TYPICAL DETAIL OPENING IN PIPE SLEEVE IN CONCRETE WALL N.T.S. N.T.S. CONCRIETE WALL CONCRETE WALLS N.T.S. DRAWN BY: MJM N.T.S. N.T.S. CHECKED BY: NL, RM <> DATE: JULY 18, 2023 SCALE: AS NOTED Sm50 1_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 CANTILEVERED RETAINING WALL SCHEDULE DEFORMED BAR TENSION DEVELOPMENT LENGTH CONCRETE WALL AND FOOTING DIMENSIIONS WALL/STEM REINFORCING FOOTING REINFORCING FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS WALL WALL/STEM TOTAL BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI HEIGHT RETAINED SOIL THICKNESS FOOTING FOOTING SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE WALL ID (hW) HEIGHT (hR) (Astem) TOE (B) HEEL (C) WIDTH (W) THICKNESS (Abase) "0" "Lwi" "Lwo" "P" "Lb" CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE it CASE I CASE II RW#1 7'-6" 7'-6" 1'-0" 1'-0" 1'-0" S-0" 1'-6" #4 0 12" #4 0 12" #4 0 18" #3 0 12" (10) #4 #3 17 25 15 22 13 20 12 18 12 16 RW#2 11'—O" 11'-0" 1'-0" 1'-0" 2'-0" 4'-0" 1'-6" #6 0 9" #4 0 18" #4 0 12" #4 0 12" (10) #4 #4 22 33 19 29 17 26 16 24 14 21 1 RW#3 2'-6" 2'-6" 0'-8" 1'-0" 2'-0" 2'-8" 1'-0" #6 0 12" #4 0 18" #4 0 18" 1 #4 0 18" (10) #4 #5 28 42 24 36 22 32 2(D 30 17 26 Astem #6 33 50 29 43 26 39 2435 21 31 �" #7 48 72 42 63 38 56 34 51 30 45 #8 55 83 48 72 43 64 39 59 34 51 #9 62 93 54 81 48 72 44 66 38 57I— #10 70 105 61 91 54 81 50 74 43 64 ' #11 78 116 67 101 60 90 55 82 48 71 ' "L_wo" 2" DEFORMED TENSION BAR NOTES: • ' 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. 2.FOR REINFORCEMENT IN LIGHTWEIGHT CONCRETE, TENSION DEVELOPMENT LENGTIH/TENSION LAP LENGTH SHALL BE 1.3X THE VALUES GIVEN a • �' "L_wl" 3.FOR EPDXY—COATED BARS: ; >. A.WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER,OR CLEAR SPACING IS LESS THAN 6x BAR a DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.5x THE VALUES GIVEN. B.WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING IS GREATER ••L 3 "0" THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.2x THE VALUES GIVEN. 4.CASE I APPLIES WHEN EITHER OF THE FOLLOWING SETS OF' CONDITIONS ARE MIET: t•e A.ALL THREE OF THESE: • ' • ' a • CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN DB AND • CLEAR COVER IS NOT LESS THAN DB AND • STIRRUPS OR TIES ARE PROVIDED THROUGHOUT THE DEVELOPMENT (LENGTH AND THE QUANTITY IS NOT LESS THAN THE CODE MINIMUM. - 20 KEY, TYP. B.OR BOTH OF THESE: • • CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2DB AND sy ; + • CLEAR COVER IS NOT LESS THAN DB Id ' ' ' "P" 3" NOTES: 5.CASE II APPLIES TO ALL OTHER CONDITIONS NOT DESCRIBED IN CASE I. 4:�•• 1. "0" BARS MAY BE SPLICED ABOVE BASE OF WALL AS AN ALTERNATE. �, 2. "Lb" BARS ARE PROVIDED AS A TOTAL QUANTITY TO BE DISTRIBUTED AS REQUIRED TO SUPPORT "0" (AT BOTTOM) AND "P" (AT TOP) AND SHALL NOT s •= ;•• BE SPACED GREATER THAN 4'-0" APART. A ,,• �? a• ! 3. COORDINATE DRAINAGE REQUIREMENTS WITH ARCHITECT OR CIVIL ENGINEER. DEFORMED BAR TENSION LAP SPLICE - C LAS S B 'a % •'_ , 1 t�Y ;,•• , 4. COORDINATE BEARING PREPARATION AND BACKFILL WITH CIVIL ENGINEER AND FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS ¢ 'a '• .p GEOTECHNICAL RECOMMENDATIONS. r ••. d' BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI "LB " SIEE NOTE 2 SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE FROST DEPTH B I C CASE I CASE II CASE I CASE II CASE I CASE II CA1SE I CASE II CASE I CASE II (MIN.) W #3 22 33 19 28 17 25 116 23 14 20 #4 29 43 25 37 23 34 21 31 18 27 TYPICAL REINFORCED CONCRETE CANTILEVERED RETAINING WALL #5 36 54 31 47 28 42 26 38 22 33 N.T.S #6 43 65 37 56 34 50 31 46 27 40 #7 63 94 54 81 49 73 445 67 39 58 #8 72 107 62 93 56 83 51 76 44 66 #9 81 121 70 105 63 94 57 86 50 74 #10 91 136 79 118 71 106 E64 96 56 84 #11 101 151 87 131 78 117 71 107 62 93 DEFORMED BAR COMPRESSION DEFORMED BAR COMPRESSION DEVELOPMENT LENGTH LAP SPLICE FOR NORMAL WEIGHT STONE CONCRETE FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS & UNCOATED BARS BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE #3 9 8 8 8 8 #3 12 12 12 12 12 #4 11 10 9 9 9 #4 15 15 15 15 15 #5 14 12 12 12 12 #5 19 19 19 19 19 #6 17 15 14 14 14 #6 23 23 23 23 23 #7 20 17 16 16 16 #7 27 27 27 27 27 JONATHAN SCHLOSS /ARCHITECT #8 22 19 18 18 18 #8 30 30 30 30 30 277 BROADWAY #9 25 22 21 21 21 #9 34 34 34 34 34 13TH FLOOR NEW YORK, NEW YORK 10007 10 28 25 23 23 23 #10 39 39 39 39 39 T 212 213 5546 #11 31 27 26 26 26 #11 43 43 43 43 43 F 212 202 7935 STRUCTURAL ENGINEER: SILMAN 32 OLD SUP, 1OTH FLOOR NEW YORK, NEW YORK 10005 T 212 620 7970 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 3M STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10OD4 T 212 487 3272 pF NLc Av 4 m �k 4 988a REV. 0 ISSUED FOR FILING 2023-11-08 TYPICAL DETAILS DRAWN BY. MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED S �502_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 g" BOLTED OR WELDED WEB SHEAR SPLICE PLATE(S), BY DETAILER. TYP. "X" AS REQ'D, TYP. I I WF STEEL BEAM. SEE PLAN "X" AS REQ'D, Z SEE NOTE 1 COLUMN I e 1 o FOR SIZE AND LOCATION J + + " I I BASE PLATE I I 1 ? + i + CAP PLATE SHEAR PLATE DOUBLE ANGLES DOUBLE ANGLES 2 NON-SHRINK + + (AT COLUMN DOUBLE ANGLES GROUT I I I I I I TOP) STEEL BEAM STEEL BEAM STEEL BEAM OeL BOTTOM ELEVATION i i = i INo Z WF STEEL BEAMS OF BASE PLATE N m z oAT HSS BEAMS, USE WELDED J0 SHEAR SPLICE PLATES BOTH BOLT METER, # BOLTS p d I I I 0 SIDES, TYP. AS REQU D, SEE NOTE 1 I I + + + I + TOP OF FOOTING N I I 1+ + + I + PIER OR BUTTRESS •'� � 4 •'� TOP OF SLAB (4) DIA. HEADED __-,. 1.- �__ _ 1 II 40 __ -' ® PLATE TO F GE MIN. Y4" IF REQUIRED a' a v I c ANCHOR RODS. EMBED. ZE AND FOR CAPACITY, I I HIGH STRENGTH HIGH I STRENGTH II HIGH STRENGTH WF OR HSS STEEL BEAM. G a 1 -4 MAX. OR TO WITHIN i SEE PLAN FOR SIZE AND LENGTH BY AILER EXTEND PLATE I I BOLTS, SEE GENERAL BOLTS, SEE GENERAL II BOLTS, SEE GENERAL a. •� .a •'a " THROUGH NOTES NOTES NOTES HIGH STRENGTH BOLTS, v n a• 3 OF BOTTOM OF LOCATION "X" AS REQ'D, NOTE; v FOOTING NOTES: SEE NOTE COLUMN SEE GENERAL NOTES LEVELING PLATES ARE NOT PERMITTED a 1. DETAIL SPLICE AND PROVIDE MATERIALS IN ACCORDANCE WITH AISC HSS STEEL WF STEEL WF STEEL ENGINEERING FOR STEEL CONSTRUCTION HANDBOOK AND ALL OSHA COLUMN COLUMN COLUMN REQUIREMENTS. + + 2. MAXIMUM LENGTH OF COLUMN TO BE LESSER OF 30'-0" OR 2 STORIES. + i + 3. PROVIDE ALIGNMENT PLATES AS REQUIRED FOR COLUMN ERECTION. REMOVE ALIGNMENT PLATES AFTER COLUMN IS INSTALLED. + + BEAM TO HSS COLUMN BEAM TO WF COLUMN FLANGE BEAM TO WF COLUMN WEB WF BEAM TO WF BEAM COLUMN TYPICAL DETAIL AT HSS BEANS, SELECT PLATE NOTES: BASE PLATE HSS C 0 LU M N SPLICE WIDTH LESS THAN WORKABLE 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY. THE CONTRACTOR MAY FLAT FOR EDGE WELD SUBMIT ALTERNATE DETAILS FROM THOSE SHOWN ABOVE, BUT IN ANY CASE THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN „B" I .� N.T.S ACCORDANCE WITH THE PROJECT GENERAL NOTES AND AISC GUIDELINES. v 7 SEE SCHEDUL ANCHOR BOLT CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN THE GENERAL NOTES AND LE- - -- -- - - - WF OR HSS STEEL BEAM. CJP OR PJP WELD BY ELSEWHERE IN THE CONTRACT DOCUMENTS. E SEE PLAN FOR SIZE AND DETAILER, TOP/ BOTT. 2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR THE LOADS AS + LOCATION INDICATED IN THE CONTRACT DOCUMENTS, PER AISC GUIDELINES. THE SCHEMATIC DETAILS ABOVE ARE NOT SUGGESTIVE OF SPECIFIC CAPACITIES. THE NUMBER AND SEE TABLE -- -- -- LSIZE OF BOLTS, SIZE AND LENGTH OF WELDS, AND SIZE OF STEEL PIECES MUST + + BE DETERMINED PER AISC GUIDELINES AND THE CONTRACT DOCUMENTS. 3. PROVIDE FULL DEPTH CONNECTIONS AT ALL PERIMETER BEAM CONNECTIONS AND + i + AT BEAM CONNECTIONS TO PERIMETER BEAMS, UNLESS OTHERWISE NOTED. + + "N" SEE SCHI=DULE ANCHOR HOLE 0 IN EDGE DISTANCE _ FROM � OF 1. FLANGE AND WEB SPLICE CONNECTIONS TO BE SELECTED OR ENGINEERED BY DETAILER TYPICAL DETAIL SUGGESTED SHEAR BOLT SIZE BASE R BOLT HOLE TO DEVELOP THE FULL CAPACITY OF THOSE BEAM ELEMENTS EACH SIDE OF JOINT. CONNECTIONS AT GRAVITY LOADS 0 N LY 4 � 1 � 2 410 1 "0 2" N.T.S 1110 17 110 2 12. COORDINATE AND SUBMIT SPLICE LOCATIONS TO THE ENGINEER FOR REVIEW AND 1Y4'0 2APPO 2Y" APPROVAL PRIOR TO FABRICATION. 1 0 2 "0 " 3. ALL STEEL CONNECTIONS ARE SUBJECT TO SPECIAL INSPECTION INCLUDING ULTRASONIC TESTING OF PJP OR CJP GROOVE WELDS. TYPICAL DETAIL TYPICAL DETAIL STEEL BEAM SPLICES COLUMN BASE PLATE AT PIPE: OR TUBE COLUMN N.T.S. N.T.S. COLUMN BASE PLATE SCHEDULE SIZE MARK WIDTH, B WIDTH, C THICKNESS, t GRADE BOLTS CP-1 10" 10" 3/" A36 (4) Y" DIAM CP-2 10" 10" y" A36 (4) Y" DIAM CP-3 8" 8" Y8" A36 (4) Y" DIAM BEARING PL. V rA�n JIUL V (SEE SCHEDULE) TH ICKNESS TO MATCH COLUMN FLANGE. WELDS TO BEAM WEB SHALL HAVE Y CAPACITY TO CARRY ENTIRE SUPPORTED BEAM, WF COLUMN, SEE PLANS MILL BOTTOM OF COLUMN TO BEAR II COLUMN LOAD. SEE PLAN I FOUNDATION STEM WALL OR SCHEDULE FOR SIZE II II BASE PLATE LENGTH AS REQUIRED, II BASE PLATE W/ (4) 3/4" 0 A325 II MINIMUM WIDTH TO MATCH SUPPORTING BOLTS (2 EACH SIDE). PLATE Y LENGTH AS REQUIRED MINIMUM BEAM FLANGE WIDTH OR COLUMN WIDTH TO MATCH SUPPORTING BEAM DEPTH, WHICHEVER IS LARGER. STEEL BEAM FLANGE WIDTH OR COLUMN FLANGE CAP PILATE W/ (4) 3/4" 0 A325 BOLTS li CAP PLATE LENGTH AS REQUIRED,zi CONCRETE °, ° 1" NON-SHRINK GROUT WIDTH, WHICHEVER IS LARGER. (2 EACH SIDE). LENGTH AS REQUIRED, I MINIMUM WIDTH TO MATCH FOUNDATION WALL A. A MINIMUM PLATE 'THICKNESS TO I) MINIMUM WIDTH TO MATCH SUPPORTED II SUPPORTED BEAM FLANGE WIDTH OR 4 1/2" DIAMETER A307 ANCHOR BOLT, MATCH FLANGE THICKNESS OF II BEAM IFLANGE WIDTH OR COLUMN FLANGE II COLUMN DEPTH, WHICHEVER IS (2) EA. PLATE; LOCATED WITHIN 12" SUPPORTING BEAM II Y WIDTH, WHICHEVER IS LARGER. MINIMUM I LARGER. MINIMUM PLATE THICKNESS 4.,, OF CORNERS, 7" MINIMUM A . STIFFENER PLATE: EACH SIDE PLATE THICKNESS TO MATCH FLANGE OF TO MATCHFLANGE OF SUPPORTED EMBEDMENT. TO MATCH FLANGE THICKNESS SUPPOiRTED BEAM 277 BROADWAY NATHAN SCHLOSS /ARCHITECT E TO TMP OF COLUMN ABOVE. WELDS TO MSCHIFCOLUM ABOVEFENER EACH DWE WELDS BEAM WEB SHALL HAVE CAPACITY WF COILUMN, SEE PLANS OR SCHEDULE 13TH FLOOR TO CARRY ENTIRE COLUMN LOAD TMP' TO BEAM WEB SHALL HAVE FOR SIIZE NEW YORK, NEW YORK 10007 CAPACITY TO CARRY ENTIRE BEARING It SCHEDULE T 212 213 5546 SUPPORTING BEAM, SEE PLAN COLUMN LOAD LENGTH WIDTH F 212 202 7935 MARK (II TO BM.) ( 1T0 BM.) THICKNESS STRUCTURAL ENGINEER: PARALLEL WEB CONDITION PERPENDICULAR WEB CONDITION PARALLEL WEB CONDITION PERPENDICULAR WEB CONDITION BP-1 4" 9" �" SILMAN SEE PERPENDICULAR CONDITION SEE PARALLEL CONDITION FOR SEE PERPENDICULAR CONDITION SEE PARALLEL CONDITION FOR 32 OLD SUP, 10TH FLOOR FOR BALANCE OF INFORMATION BALANCE OF INFORMATION FOR BALANCE OF INFORMATION BALANCE OF INFORMATION BP-2 4" 13" 1° NEW YORK, NEW YORK 10005 T 212 620 7970 TYPICAL BEAM-SUPPORTED WIDE FLANGE COLUMN TYPICAL BEAM CONTINUOUS OVER WIDE FLANGE COLUMN TYPICAL DETAIL MECHANICAL ENGINEER: N.T.S JMV ENGINEERING N.T.S BEAM BEARING ON NEW CONCRETE WALL 37 WEST 39TH STREET N.T.S SUITE 703 NEW YORK, NEW YORK 10018 T 212 8529855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 PLATE SION -XTE "w" ("W"/41MINNTYP.) BEAM WEB Y4" STIFFENER PLATE EACH OPENING WIDTH SIDE OF BEAM EACH (FIRST NUMBER SHOWN) PENETRATION SCHEDULE END OF OPENING ON PLAN TYP. Y4" "b" x "t" REINFORCING MARK WIDTH THICKNESS DETAIL HSS COLUMN WIDE FLANGE BEAM Z t PO NO ADDITIONAL PLATEuj —— m 0 " CLEAR TYP. r REINFORCEMENT NEEDED 4 ALIGN OR TOP F FIELD WELDED TO COLUMN TMP. OR A_ - CUT-OUT FLUSH W/ HSS A-A PLAN PLANI VIEW COLUMN TOP & BOTTOM FLANGE OPENING DEPTH RADIUS=2tW IIt'S SHOP WELDED TO OR OF NEW (SECOND NUMBER OR MIN COLUMN P' "`" �1R Opp r0 NOTES: HSS COLUMN SPLICE Hill � SHOWN ON PLAN) TOP & BOTTOM REINFORCING PLATES - BOLTS OR WELDS ABOUT FLANGE MC TOP & BOTTOM FLANGE Q EACH SIDE (U.O.N.) OF BEAM WEB 1. SEE PLAN FOR OPENING SIZE AND LOCATION. BY PROVIDER COLUMN /A / It'S SHOP OR FIELDPLATES, TYP. WELDED TO COLUMN z : 2. ALL OPENINGS TO BE CENTERED AT BEAM MID-DEPTH. WIDE FLANGE BEAM HSS COLUMN CUT-OUT FLUSH W/ HSS DETAIL PA SECTION (DISCONTINUOUS) 1 1 3. AN ADDITIONAL 2 STUDS PER FOOT (IN ADDITION TO 1 BOLTS OR WELDS O g�g8 STUDS SHOWN ON PLAN) ARE REQUIRED AT EACH END A I i BY PROVIDER OF OPENING FOR 3'-0". ti i + 1 1 WIDE FLANGE BEAM PLATE EXTENSION 4. COORDINATE ALL BEAM PENETRATION WITH HVAC, PLUMBING, 1 1+ I town ("W"/4 MIN. TYP.) AND ELECTRICAL CONTRACTORS. I + OPENING WIDTH (DISCONTINUOUS) I I + (FIRST NUMBER SHOWN) ON PLAN Y" I I T BY A PROVIDER I 1 1 + AISC STANDARD I I PIPE MEMBER FRAMED SHEAR I I CLR. PER SCHEDULE CONNECTION SHIM R AS REQUIRED AISC STANDARD 1 z TOP & BOTTOM)) FRAMED SHEAR 1 I t ,? CONNECTION 1 I m o " CLEAR TYP. � b m oSHIM AS oc� _. _. _ _ _ _ _ _ _ __ _ _ . __ .. _ _ . _ _ Y" TYP. �, _._ __ _ _._.. _._ _ _ _ _ ___..__ __ __.___._.._. _ __ .___ _. . __... bt PIPE LENGTH NOTES: 1 I (TOP & BOTTOM)REQUIRED PER SCHEDULE NOTES: 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC DETAILS ONLY. CONTRACTOR SHALL DETAIL MOMENT CONNECTIONS BASED ON NOTE 4, IN ACCORDANCE WITH 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC DETAILS ONLY. CONTRACTOR CODES AND SHALL PROVIDE SIGNED AND SEALED CALCULATIONS FOR FULL SHALL DETAIL MOMENT CONNECTIONS BASED ON NOTE 4, IN ACCORDANCE WITH TYP Y„ CONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. CODES AND SHALL PROVIDE SIGNED AND SEALED CALCULATIONS FOR FULL 2. REFER TO GENERAL NOTES FOR BOLTED CONNECTION STANDARDS. CONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. 3. PROVIDE BOLTED CONNECTION IN WEB FOR BEAM REACTION PER GENERAL NOTES. 2. REFER TO GENERAL NOTES FOR BOLTED CONNECTION STANDARDS. OPENING DEPTH RADIUS=2tW 4. PROVIDE PRETENSIONED BOLTS FOR STRUCTURES OVER 125' IN HEIGHT. 3. PROVIDE BOLTED CONNECTION IN WEB FOR BEAM REACTION PER GENERAL NOTES. OR %" MIN PIPE REINFORCING "D" OPEN►NG DIAMETER 5. DESIGN MOMENT CONNECTION FOR FULL PLASTIC CAPACITY OF BEAM. REV. o ISSUED FOR FILING 2023-11-OB (SECOND NUMBER `` 4. PROVIDE PRETENSIONED BOLTS FOR STRUCTURES OVER 125' IN HEIGHT. SHOWN ON PLAN) TOP & BOTTOM REINFORCING PLATES -y (SHOWN ON PLAN) SOME STRUCTURAL SYSTEMS (I.E. PRECAST CONCRETE PLANK) OR ARCHITECTURAL 5. DESIGN MOMENT CONNECTION FOR FULL PLASTIC CAPACITY OF COLUMN. TYPICAL DETAILS EACH SIDE (U.O.N.) OF BEAM WEB FINISH TOLERANCES MAY REQUIRE MOMENT CONNECTIONS WITHOUT OBSTRUCTIONS SOME STRUCTURAL SYSTEMS (I.E. PRECAST CONCRETE PLANK) OR ARCHITECTURAL ABOVE THE SURFACE OF TOP FLANGE (OR BELOW THE SURFACE OF BOTTOM FLANGE) FINISH TOLERANCES MAY REQUIRE MOMENT CONNECTIONS WITHOUT OBSTRUCTIONS OF STEEL BEAMS. IN THESE CASES, MOMENT CONNECTION DESIGN/DETAILING WILL ABOVE THE SURFACE OF TOP FLANGE (OR BELOW THE SURFACE OF BOTTOM FLANGE) NEED TO TAKE THESE CLEARANCE RESTRICTIONS INTO ACCOUNT AND PROVIDE FULLY OF STEEL BEAMS. IN THESE CASES, MOMENT CONNECTION DESIGN DETAILING WILL DRAWN BY: MJM DETAIL PB SECTION DETAIL PC SECTION WELDED MOMENT CONNECTIONS IN LIEU OF BOLTED MOMENT CONNECTIONS. NEED TO TAKE THESE CLEARANCE RESTRICTIONS INTO ACCOUNT AND PROVIDE FULLY CHECKED BY: NL, RM WELDED MOMENT CONNECTIONS IN LIEU OF BOLTED MOMENT CONNECTIONS. DATE: JULY 18, 2023 TYPIICAL DETAIL OF BEAM TYPICAL DETAIL HSS COLUMN TYPICAL DETAIL HSS COLUIMN MOMENT SCALE: AS NOTED WEB PENETRATION MOMENT CONNECTION (THRU PLATE). CONNECTION (CUT-OUT PLATE IN.T.S N.T.S N.T.S. Sm503_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 2� Pconn = A325 SC STEEL BEAM BOLTS MOMENT PL. (TYP.) 6" 16" 16" • • Vconn = SHIM AS REQ'D SEE PLAN 16" TYPICAL STEEL BEAM Mconn = B 0 LT LAYOUT PROVIDE Y" OAK SHIM WHEN BEARING, SHEAR OR PARTITION WALLS ARE LOCATED ABOVE + + MULTIPLE MEMBER LVL DETAIL A - A BEAM OR WHEN BEAM FLANGE WIDTH IS BEAM; SEE PLAN GREATER THAN OR EQUAL TO 8" Y" DIAMETER COUNTER-BORED, A307 BOLTS, BOLTS4" 0 MIN. + a " DIA. A307 BOLTS A STAGGERED TOP AND BOTTOM, SEE DETAIL A-A + N W/ WASHERS; !-1 Y J z BOLT-HEAD & WASHER FIL x g w T.O. JOIST w TYP, WT WHERE REQ'D OMIT I "' WHERE BEAMS ON EITHER � SIDE ARE OF SAME DEPTH TC-4 T.O. STEEL BEAM TYP. A SECTION A-A FULL PENETRATION WELD rj NOTES: Y2" DIA. BOLTS W/ WASHERS 16" O/C ® TOP & BOTTOM 1. CONNECTION TO BE DESIGNED FOR FULL VALUE OF Mconn GIVEN IN SOME STRUCTURAL SYSTEMS (I.E. PRECAST CONCRETE PLANK) OR ARCHITECTURAL W/ (2) BOLTS AT EACH ENDNOTES: LATERAL FRAME ELEVATION. THE 1/3 ALLOWABLE STRESS INCREASE FINISH TOLERANCES MAY REQUIRE MOMENT CONNECTIONS WITHOUT OBSTRUCTIONS 1. USE 1-3/4" x LVL ILEVEL BY WEYERHAEUSER OR A TJI/LVL FLOOR JOISTS SHALL NOT BE APPLIED. ABOVE THE SURFACE OF TOP FLANGE (OR BELOW THE SURFACE OF BOTTOM FLANGE) APPROVED EQUAL. WEB BLOCKING AT TJI JOISTS OF STEEL BEAMS. IN THESE CASES, MOMENT CONNECTION DESIGN/DETAILING WILL 2. MAXIMUM BOLT HOLE SIZE SHALL BE 9/16". PSL OR ANTHONY POWER BEAM BLOCKING 2. Mconn SHALL BE INCREASED TO ACCOUNT FOR ECCENTRICITY OF THE NEED TO TAKE THESE CLEARANCE RESTRICTIONS INTO ACCOUNT AND PROVIDE FULLY 3. BOLTS SHALL NOT BE COUNTER-SUNK. SIMPSON FACE MOUNTED HANGER SHEAR LOAD Vconn x DISTANCE OF CENTERLINE OF BOLT GROUP IN WELDED MOMENT CONNECTIONS IN LIEU OF BOLTED MOMENT CONNECTIONS. (IUS ® WOOD FLOOR FINISHES. BEAM WEB TO BACK OF DOUBLE ANGLE SHEAR CONNECTION. MIU ® STONE/TILE FLOOR FINISHES) MOMENT FRAME ELEVATION TYPICAL BEAM TO BEAM TYPICAL MULTIPLE MEMBER CONNECTION FOR LVL BEAMS TYPICAL WOOD JOISTS TO STEEL BEAM (FACE MOUNTED N.T.S. MOMENT CONNECTION N.T.S. N.T.S. N.T.S. (2)-Y2" DIA. A307 THRU-BOLTS; NICK THREADS TO PREVENT BACK-OFF SOLID FULL DEPTH SIMPSON TB1460S COLLATED SCREW ® 3" O/C BLOCKING, WIDTH & SOLID FULL DEPTH BLOCKING; OR APPROVED EQUAL DEPTH TO MATCH WIDTH, DEPTH TO MATCH MINIMUM (2) PER BLOCKING JOIST/RAFTER JOIST/RAFTER MEMBER FINISHES, SEE ARCH. L3x3xY TUBE POST I T WOOD FLOOR JOIST/ HSS P(OST, SEE PLAN ROOF RAFTER; SEE PLAN FOR SIZE & „ INSTALL BOTTOM OF BASE PLATE I I ( STEEL POST SPACING 2 -8 FLUSH WITH CONCRETE BASE (PLATE AND ANCHOR i - SIMPSON TB SCREWS AT 12" O.C.-STAGGERED. BOLTS„ SEE TYPICAL I I I • • (MINIMUM 1 Y2" EDGE DISTANCE FROM EDGE WOOD POST- SEE PLAN TOP. AT � COLUMIN BASE PLATE � I I TOP AND • • OF PLATE AND 4 FROM END OF PLATE) FOR SIZE (2)h- DIA. GALVANIZED A307 DETAIL ON S-503. I ` I FLOOR FINISH, SEE ARCH. jA'l- 4 BOTTOM 6 16" TYPICAL STEEL BEAM ! THRU BOLTS, NICK THREADS NON-SHRINK GROUT, SEE I I I I GALVANIZED SIMPSON LCB/CB ! TO PREVENT BACK-OFF TYPICAL COLUMN BASE I I I PROVIDE FLAT 2x WHEN BEARING OFF SHEAR III PIPE POST BOLT LAYOUT WALLS ARE LOCATED ABOVE BEAM COLUMN BASE OR APPROVED PLATE DETAIL. I I L _ _ _ _ _ - _ T.O. FINISH FLOOR BLOCKING; AS REQUIRED EQUAL PLAN AT PIPE PLAN AT TUBE D ETA(L A - A I T..O. FOUNDATION STEM EL. SEE PLAN Y2" DIAMETER COUNTER-BORED, A30'7 BOLTS, STAGGERED TOP AND BOTTOM, SEE (DETAIL A EfL. SEE PLAN °a' a T.O. JOISTS a EL. SEE PLAN AT FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. A 1 Y" II I II II , (1 CONTIMUOUS WATERSTOP, T.O. JOIST LL �� TYPICAL ° v L3x3xY4 i ( I " SOLIDREQUIREDLEPTH BLOCKING; ' IAS T.O. STEEL BEAM( � T.O. INTERIOR SHELF I I EL. SEE PLAN PIPE/TUBE POST I I • ' • TJI/LVL FLOOR JOIST I I N ¢ E TJI JOIST, SEE PLAN i I WOOD FLOOR JOIST/ROOF RAFTER a I ' • �• ' . a• I ( (2)Y" DIA. A307 THRU-BOLTS, • (2)-2x CONTINUOUS SILL I I NICK THREADS TO CONCRETE PIER SEE DETAIL AND SCHEDULE PLATE-PRESSURE TREATED L PREVENT BACK-OFF TJI/LVL FLOOR JOISTS OR WALL ON S-5(02 FOR REINFORCING ` ;a " " JONATHAN SCHLOSS /ARCHITECT AWEB BLOCKING �1T TJI JOISTS S17E AND SPACING v Y DIAMETER A307 ANCHOR 277 BROADWAY BOLT, (2) EA. PLATE; LOCATED 13TH FLOOR PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER I WITHIN 12" OF CORNERS, 7" TYP. NEW YORK. NEW YORK 10007 BEAM BLOCKING (IUS ® WOOD FLOOR FINISHES. I MINIMUM EMBEDMENT. T 212 213 5546 MIU ® STONE/TILE FLOOR FINISHES) A-A F 212 202 7935 TYPICAL DETAIL TYPICAL WOOD POST TYPICAL DETAIL AT STEEL POST TYPICAL STEEL PIPE/TUBE POST BRACING STRUCTURAL ENGINEER: LVL TJI TO STEEL BEAM ON CONCRETE WALL OR PIER WITH UPLIFT. ON FOUNDATION WALL AT WOOD FRAMED FLOOR LEVELS SILMAN WITH TOP PLATE N.T.S. NOTES: N.T.S. N.T.S. 32 OLD SUP, 1OTH FLOOR NEW YORK, NEW YORK 10005 N.T.S. 1. EXTERIOR BEARING WALL NOT SHOWN FOR CLARITY. T 212 620 7970 2. ALL LIGHT GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MECHANICAL ENGINEER: MEMBERS SHALL BE-HOT DIPPED GALVANIZED. SEE GENERAL NOTES. JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 �16 41f6Y4" CAP PLANE Y4" CAP PLATE SHEAR THROUGH STANDARD A11SC SINGLESTANDARD AISC SINGLE PLATEfi" PLATE SHEAR CONNECTIONPLATE SHEAR CONNECTION THICKNESS MIN. MIN. THICKNIESS, tp= 6" MIN. THICKNESS, tp= fi" STEEL BEAM STEEL BEAIwi STEEL BEAM Y THICKNESS OF OF STEEL POST SHEAR PLATE=tp OOO Y4" DIA. BOLTS IN SSLT F NE 1 1 O O I I I I O I I I O HOLES AT 3" O.C., TYP. r l STEEL POST O O O OF N" DIA. NOMINAL Lp CAPACITY CAPACITY CAPACITY 5" 5" I I ( I I AA325 BOLTS BEAM DEPTH I I " BENT STEEL SADDLE PLATE TYPICAL tp=5/16" tp=3/s" tp=7/16" " .. I I I I I I 5 1 , 1 STEEL POST I I I I I I 2 8"' 10" 5.5" 25.1K 25.1K 25.11( I I 5" (1) Y2" DIA. A307 THRU-BOLT I I STEEL POST 2" A " 44.2K 44.2K 44.2K (1)Y" DIA. A307 THRU BOLT; NICK MIN. MIN. MIN. 3 12 , 14 8.5 2 Q.'°4 s$s�gyp�► � J I I I THREADS TO PREVENT BACK-OFF I I � I I ) tp ( I ( ) tp I I ) tp 4 16" 11 5" 63.3K 63.3K 63.3K � 2 I I I I I I I LVL/PSL/LSL BEAM TUBE COLUMN I ( TUBE COLU MN I I TUBE COLUMN J N 5 18" 14.5" 82.oK 82.oK 82.oK w c.I I 3" 2" _ J 2 's.4K oo.oK oo.oK a6 21" 17.5" I I TYPTHROUGH PLATE CONNECTION SINGLE PLATE CONNECTIONS I ( II N 7 24", 27" 20.5" 111.OK 119.OK 119.OK a Z_ I f I ( I 8 16.OK 17.OK 137,0K " co FACE OF SUPPORT 0-3" MAX. . OAK BLOCKING I V I II II a Y Y4 I ' " 141.oK 155.oK 155.OKfi BENT STEEL I I a 1 L I I I I I 1Y" 9 33 26.5 SADDLE PLATE I ( co Y2" DIA. A307 THRU BOLTS I 2"MIN. 1 ° Y4 TYP. � i LVL/PSL/LSL BEAM I I U-SHAPE IF - 10 36" 29.5" 156.oK 172.OK 172.oK NICK THREADS TO PREVENT STEEL PLATE I I" 1Y4„ Y4 I I BACK-OFF I { I Y4 I I U-SHAPED " STEEL PLATE ,� I Ih' 11 40"+ 32.5" 171.oK 1ao.oK 190.0K I ( STEEL PLATE END PLATE " I I A �" 3 CENTER-CENTER I ( STEEL POST I ( LET INTO PIPE COLUMN (5 WIDE 0 3Y2 WIDE BEAM DETAIL A - A BOLT SPACING, TYP. I Y" _.._"" I I i i Y 7 )6" WIDE ® 5Y4" WIDE BEAMS) TYP I I I 1Y" 1Y" REV. 0 ISSUED FOR FlUNG 2023-11-08 I I TYPICAL DETAILS TYPICAL CONNECTION DIMENSIONS TYPICAL LVL/P'SL/LSL GIRDER CONNECTION TO TYPICAL LVLZPSL/LSL GIRDER CONNECTION TYPICAL DETAIL LVL/PSLZLSL BEAM CONNECTION TO SINGLE-LIFT STEEL POST TO MULTI-LIFT STEEL POST CONTINUOUS STEEL POST DRAWN BY: MJM N.T.S. N.T.S. CHECKED BY. NL, RM TYPICAL STEEL BEAM TO STEEL TUBE COLUMN CONNECTION N.T.S. DATE. JULY 18, 2023 SCALE: AS NOTED Sm504_ SILMAN #2D431 38015 MAIN ROAD ORIENT, NY 11957-1163 BEARING WALL ON (2)-2x CONTINUOUS SIMPSON SSP TIE AT ` PRESSURE TREATED SILL PLATES CONTINUOUS 1Y4" LSL BEARING WALL ON (2)-2x EACH STUD, SEE NOTE 3 I BEARING WALL ON 2 _2x 1 Y2" RIM BOARD I CONTINUOUS PRESSURE CONTINUOUS PRESSURE DIAMETER A307 ANCHOR BOLTS I I I AT 4'-0" O.C. TREATED SILL PLATES SIMPSON SSP TIE AT TREATED SILL PLATES EACH STUD, SEE NOTE 3 i Y" DIAMETER A307 ANCHOR SIMPSON SSP TIE AT i , I FACE—MOUNTED JOIST HANGERS EACH STUD, SEE NOTE 3 I CONTINUOUS 1Y4 LSL BOLTS AT 4'-0" O.C. EL. SEE PLAN FOUNDATION STEM Y�" DIAMETER A307 ANCHOR RIM BOARD SIMPSON L? ANGLE; TYPICAL ??" BY SIMPSON OR APPROVED I BOLTS AT 4'-0" O.C. BETWEEN BLOCKING AND RIM BOARD T.O. EXTERIOR SHELF EQUAL CONTINUOUS WATERSTOP, CONTINUOUS WATERSTOP, ' EL. SEE ARCH. DWGS. L .— . T.O. FINISH FLOOR TYPICAL � I TYPICAL r TJI/LVL FLOOR JOISTS — - — — T.O. FINISH FLOOR I EL. SEE PLAN T.O. FOUNDATION STEM EL. SEE PLAN EL. SEE PLAN : . T.O. FOUNDATION STEM — — — — — T.O. FINISH FLOOR ELO. SEE PLAN • T.O. JOISTS EL. SEE PLAN EL. SEE PLAN EL. SEE PLAN T.O. JOISTS EL. SEE PLAN SEE DETAIL AND SCHEDULE ON _�: „ T.O. EXTERIOR SHELF .' `� T.O. INTERIOR SHELF '. :. • WOOD POST— SEE PLAN (2) Y2 0 A307 THRU BOLTS, �.• EL. E PLAN S—??? FOR REINFORCING SIZE TJI\LVL FLOOR JOISTS FOR SIZE NICK THREADS TO PREVENT EL. SEE ARCH L DWGS. i::4• SEE LA T.O. EXTERIOR SHELF ' , T.O. INTERIOR SHELF AND SPACING e BACK—OFF TJI/LVL FLOOR JOISTS EL. SEE ARCH L DWGS. EL. SEE PLAN �' WEB BLOCKING AT TJI JOISTS. (2) Yz"O A325 BOLTS, .': � . WEB BLOCKING AT TJI JOISTS FACE MOUNTED JOIST HANGERS 7x4x AT EACH SIDE EACH SIDE SEE PLANS FOR REINFORCING BY SIMPSON OR APPROVED EQUAL CONTINUOUS Vx JOIST DEPTH PSL LEDGER SIZE AND SPACING ' • I• (2)-2x CONTINUOUS SILL SEE PLANS FOR REINFORCING WITH WEB STIFFENERS W/ V DIAMETER HILTI HIT—HY200—R. PLATE—PRESSURE TREATED SIZE AND SPACING `'y: ,I 4': 0 TJI'S — TYPICAL EPDXY ADHESIVE WITH ? EMBEDMENT AT it I I ^ Y2" DIAMETER A307 ANCHOR BOLTS i FULL DEPTH BLOCKING TO 16" O.C. STAGGERED. PROVIDE A MINIMUM L 14 AT 4'-0" O.C.; LOCATE WITHIN MATCH DEPTH OF JOISTS OF (3) THREADED RODS PER LENGTH OF 12" OF CORNERS; 7" MINIMUM I LEDGER Y" STIFFENER PLATE NOTES; EMBEDMENT (2)-2x CONTINUOUS SILL NOTES: EACH SIDE NOTES: PLATE—PRESSURE TREATED TYP. IF STIFFENERS 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. h" DIAMETER A307 ANCHOR BOLTS 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. AT 4'-0" O.C.; LOCATE WITHIN 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TR�OF CORNERS; 7" MINIMUM MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOTES. MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOTES. MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL NOT DMENT 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S STEEL BEAM, PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. SEE PLAN RECOMMENDATIONS. RECOMMENDATIONS. FOR SIZE TYPICAL CONNECTION OF WOOD POST TYPICAL DETAIL OF JOISTS BEARING ON TYPICAL DETAIL OF JOISTS PARALLEL TO TYPICAL DETAIL OF JOISTS BEARING ON STEEL BEAM FOUNDATION WALL WITH INTERIOR FOUNDATION WALL WITH INTERIOR ON FOUNDATION WALL WITH LEDGER N.T.S. LEDGE AND STEM LEDGE AND STEM N.T.S. N.T.S. N.T.S. SIMPSON SSP TIE AT BEWARING WALL ON (2)-2x CONTINUOUS EACH STUD, SEE NOTE 3 PREESSURE TREATED SILL PLATES I Y2" DIAMETER A307 ANCHOR BOLTS I I AT 4'-0" O.C. I TOP OF FOUNDATION STEM I SIWPSON L? ANGLE; TYPICAL BETWEEN EL. SEE PLAN I LE[DGER AND BLOCKING CONTINUOUS 1Y4" LSL BEARING WALL ON 2 —2x PRIOVIDE WEB STIFFENERS AT TJI LOCATIONS BEARING WALL ON RIM BOARD ( ) TOP OF EXTERIOR SHELF FULL DEPTH BLOCKING TO MATCH CONTINUOUS PRESSURE SOLEP EL. SEE ARCH. DWGS. LATE T.O. FINISH FLOOR CONTINUOUS WIDTH OF STUD WALL, TYPICAL BETWEEN TREATED SILL PLATES • � L• —• • — •— • — — OLEP EL. SEE PLAN FULL DEPTH BLOCKING SIMPSON LSTA?? STRAP TIES FLOOR BLOCKING AT BEARING WALL ABOVE 7.1 T.O. JOISTS TO MATCH WIDTH OF ACROSS STUD ABOVE, RIM LOCATIONS SIMPSON SSP TIE AT • EL. SEE PLAN SIMPSON LSTA ?? STRAPS STUD WALL, TYP. BOARD AND STUD BELOW EACH STUD, SEE NOTE 3 Y�" DIAMETER A307 ANCHOR • TIES ACROSS STUD ABOVE, I I AT EACH STUD LOCATION ! I TJI/LVL FLOOR JOISTS I „ RIM BOARD AND STUD TJI/LVL FLOOR JOISTS III I BOLTS AT 4—0 O.C. BELOW AT EACH STUD I . I I CONTINUOUS WATERSTOP, 4j • �• •• TJI;/LVL FLOOR JOISTS LOCATION I BEARING WALL ON I — — — — — — TYPICAL L • T.O. FINISH FLOOR _ _ _ _ _ _ _ T.O. FINISH FL00 _ _ _ _ _ _ T.O. FINISH FLOOR s FACE—MOUNTED JOIST HANGERS BY I EL. SEE PLANS (1)-2x CONTINUOUS I EL. SEE PLAN T.O. FOUNDATION STEM EL. SEE PLAN I a SIMIPSON OR APPROVED EQUAL SOLEPLATE i I ` EL. SEE PLAN T.O. JOISTS SEE PLANS FOR REINFORCING SIZE FULLL DEPTH BLOCKING TO EL. SEE PLAN AND SPACING MATfCH DEPTH OF JOISTSN, CONTINUOUS 1Y4" LSL COINTINUOUS Vx JOIST DEPTH PSL LEDGER CONTINUOUS 1Y RIM BOARD" LSL RIM BOARD I T.O. EXTERIOR SHELFm7xw. `� T.O. INTERIOR SHELF EL. SEE ARCHT DWGS. EL. SEE PLAN W/' -" DIAMETER HILTI HIT—HY200—R �''—' — —' —'— ' —' —'—' ►— ' — ' —' — ' — — ' EPDXY ADHESIVE WITH ? EMBEDMENT AT CONTINUOUS (2)-2x TOP PLATE 16'" O.C. STAGGERED. PROVIDE A MINIMUM CONTINUOUS (2)-2x TOP PLATE I I I TJI/LVL FLOOR JOISTS OF (3) THREADED RODS PER LENGTH OF I I SIMPSON H2A TIE AT BLOCKING I WEB BLOCKING AT TJI JOISTS ALIGN BLOCKING I FACE MOUNTED JOIST HANGERS BY SIMPSON LEDGER I TO EACH STUD, I I OR APPROVED EQUAL WITH WEB STIFFENERS SEE DETAIL AND SCHEDULE NOTES: BEARING WALL; SEE PLAN PROVIDE WEB STIFFENERS AND STUD AS REQUIRED ® TJIS — TYPICAL ON S 502 FOR REINFORCING (2)— 2x CONTINUOUS SILL AND GENERAL NOTES I AT TJI LOCATIONS I I SIZE AND SPACING. PLATE—PRESSURE TREATED 1. SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. BEARING WALL; SEE PLAN FULL DEPTH BLOCKING TO MATCH AND GENERAL NOTES DEPTH OF JOISTS 1/2" DIAMETER A307 ANCHOR 2. ALL LIGHT—GAUGE CONNECTORS IN CONTACT WITH PRESSURE—TREATED BOLT, (2) EA. PLATE; LOCATED MEMBERS SHALL BE HOT—DIPPED GALVANIZED. SEE GENERAL INCITES. WITHIN 12" OF CORNERS, 7" SIMPSON H2A TIE AT EACH JOIST MINIMUM EMBEDMENT. JONATHAN SCHLOSS /ARCHITECT 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE TO STUD, ALIGN JOIST AND NOTE: TH FLOOR Y PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S STUD AS REQUIRED COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, 13 B 13 RECOMMENDATIONS. NOTE: SEE ARCH & MEP DRAWINGS. NEW YORK, NEW YORK 10007 SEE SHEAR WALL SCHEDULE FOR HOLD—DOWN DETAILS. T 212 213 5546 .LEL TYPICAL DETAIL JOISTS BEARING ON WOOD WALL TYPICAL DETAIL WOOD BEARING WALL F 212 202 7935 TYPICAL DETAIL OF JOISTS PARAL WITH PARALLEL JOISTS TO FOUNDATION WALL WITH LEDGER N.T.S. N.T.S. STRUCTURAL ENGINEER: SILMAN N.T.S. 32 OLD SUP, 10TH FLOOR NEW YORK, NEW YORK 10005 T 212 620 7970 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET ROOF RAFTERS surrE 1700 NEW YORK, NY 10004 T 212 487 3272 ROOF RAFTERS SIMPSON LSTA ??STRAP THRU SIMPSON LSTA ??STRAP THRU DECKING TO RAFTER AND THRU DECKING TO RAFTER AND THRU WALL SHEATHING TO STUD WALL SHEATHING TO STUD T.O. JOIST T.O. JOIST CONTINUOUS 1Y" , EL. SEE PLAN CONTINUOUS 1Y" , RIM BOARD; TYPICAL + + + + RIM BOARD; TYPICAL + + + + EL. SEE PLAN SEE NOTE 1 i SEE NOTE 1 i + 4- + + OF NEW z + + + + i z + + + + i / P� �1R 4Pp `0 + + + + m � r: + + + + + + + � + + + GYPSUM WALL BOARD ORIENTATION OFir CORNER STUD MAY VARY � GYP BOARD AND/OR a gas FACE MOUNTED JOIST HANGERS GYPSUM WALL BOARD PLYWOOD SHEATHINGSBIC� � CONTINUOUS (2)-2x TOP PLATE BY SIMPSON OR APPROVED EQUAL CONTINUOUS (2)-2x TOP PLATE ; .� SEE SCHEDULE FOR FLOOR FRAMING FLOOR FRAMINGy SHEAR WALL TYPE T�� IN LEGEND SEE SHEAR WALL SCHEDULE SEE SHEAR WALL �� 16d NAILS ® FOR NAILING PATTERN „ SCHEDULE FOR FULL DEPTH BLOCKING AT 4—0 O.C. EXTERIOR PLYWOOD 16d NAILS ® 24 o/c NAILING PATTERN AT EXTERIOR FRAMING FOR MINIMUM SIMPSON H2A TIE 0 EACH ROOF RAFTED 24 O.C. SHEATHING OF THREE BAYS OF FRAMING; LAP WITH TO WALL STUD, ALIGN RAFTER & STUD EXTERIOR PLYWOOD SHEATHING 16d NAILS 024 O.C. RAFTER AT RAFTER BEARING LOCATIONS; AS REQUIRED TYPICAL SIMPSON H2A TIE AT EACH ROOF RAFTER ' `— SEE SHEAR WALL SCHEDULE TO WALL STUD; ALIGN RAFTER & STUD WOOD STUD FOR NAILING PATTERN IRA, . AS REQUIRED LvL ORIENTATION STUD F � I�� BEARING WALL; NOTES: BEARING WALL; MAY VARY 16d NAILS 0 24"o/c EXTERIOR PLYWOOD SEE PLANS AND GENERAL NOTES 1. PROVIDE LSL RIM BOARD AT TJI/LVL SEE PLANS AND GENERAL NOTES INSIDE CORNER OUTSIDE CORNER 'T' — INTERSECTION SHEATHING FLOOR FRAMING LOCATIONS. TYPICAL DETAIL RAFTERS BEARING ON WALL TYPICAL DETAIL RAFTERS BEARING ON WALL WOOD SHEAR WALL CORNER & 'T' INTERSECTION - PLANZ SECTIONS REV. 0 ISSUED FOR FILING 2023-11-08 PARALLEL JOISTS PERPENDICULAR JOISTS N.T.S. N.T.S. N.T.S. TYPICAL DETAILS DRAWN BY. MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED Sm505_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 �A NEW WOOD JOIST BEARING WALL ON FULL DEPTH BLOCKING TO MATCH _ _ _ _ (1)-2x CONTINUOUS WIDTH OF STUD WALL, TYPICAL BETWEEN CONT. aY2" x JOIST DEPTH WOOD PSL SOLEPLATE FLOOR BLOCKING AT BEARING WALL ABOVE LEDGER W/ -" DIA. HILTI THREADED RODS LOCATIONS WITH HIT-HY200-R FOR CONCRETE OR SIMPSON H2.5A TIE BETWEEN HY270 FOR CMU ADHESIVE ® 4" O.C'. FULL DEPTH BLOCKING AT SIMPSON LSTA ?? STRAPS IN FROM EACH END OF WALL/ BLOCKING AND TOP PLATE; I „ TYPICAL; ALIGN BLOCKING SHEAR WALL BETWEEN JOISTS TIES ACROSS STUD ABOVE, TJI/LVL FLOOR JOISTS NEW LEDGER, AND AT 16 O.C. STAGGERED RIM BOARD, STUD BELOW IN-BETWEEN. PROVIDE A MINIMUM OF 3 AND STUD AS REQUIRED AT EACH STUD LOCATION; AND HEADER AT EACH I I THREADED RODS PER LENGTH OF LEDGER, SEE GENERAL NOTES STUD LOCATION I L. —•—• — .— ,— , —•—, —• — • T.O. FINISHED FL ?? EMBEDMENT PROVIDE WEB STIFFENERS AT EL. SEE PLAN FACE MOUNTED JOIST ENGINEER TO VERIFY REQUIRED I HANGER BY SIMPSON � LSTA STRAP LENGTH, OR APPROVED EQUAL FULL DEPTH LVL TJI LOCATIONS; TYPICAL AT EACH . BLOCKING EACH SIDE SIDE OF TJI MEMBER ALTERNATE STRAP CS IS OF SHEAR WALL AND AT PROVIDE WEB STIFFENERS AT ACCEPTABLE A NEW OR EXISTING CONCRETE WALL EACH STUD LOCATION; TJI LOCATIONS; TYPICAL AT EACH SEE GENERAL NOTES SIDE OF TJI MEMBER 1Ya" LSL RIM BOARD T.O. JOIST RAFTER _ _ ___ _ ___ _ _ ___ _ _ _ _ __ _ _ _ T.O. JOIST RAFTER CONTINUOUS r- ' —'—' —'— '—'—' EL. SEE PLAN I I EL. SEE PLAN CONTINUOUS (2)-2x I I ti TOP PLATE 1 1 PROVIDE WEB STIFFENERS 1 1 AT TJI LOCATIONS 4" 16" 16" 16" 16" 2" CONTINUOUS (1)-2x I I SIMPSON H2A TIE AT EACH JOIST 1 SIMPSON H2.5A TIE BETWEEN EACH TJI/LVL FLOOR/ROOF FRAMING SOLEPLATE I I TO STUD, ALIGN JOIST AND STUD AS REQUIRED _J 1 + i TJI/LVL IFLOOR/ROOF FRAMING JOIST AND TOP PLATE; TYPICAL; L I a I I CONTINUOUS (2)-2x TOP PLATE; \— ALIGN FRAMING AND STUDS AS REQUIRED FULL DEIPTH BLOCKING BETWEEN SHEAR WALL; SEE SHEAR WALL ' ELEVATION TO MATCH I SIMPSON H6 TIE BETWEEN FRAMING IN PLANE SCHEDULE I r) _L_.___.._-_ _. ._._._._ ' BEARING WALL ELEVATION OF WALL„ BLOCKING TO EACH STUD AND HEADER (TYP.) 7 - - -- - -- CONTINUOUS 2 2x TOP PLATE; MATCH FRAMING DEPTH O- � I 2 ELEVATION TO MATCH SHEAR WALL; SEE SHEAR BEARING WALL ELEVATION � I LVL/PSL OR BUILT-UP 2x HEADER; SEE PLAN FOR SIZE & LOCATION WALL SCHEDULE SIMPSON H6 TIE BETWEEN TOPPLATES J�L— ATEACH SDTUDSUDS; TYPICAL SECTION A-A SIMPSONI H6 TIE BETWEEN TOP PLATES SAND STUDS; TYPICAL TYPICAL SHEAR WALL AT EACHI STUD TYPICAL SHEAR WALL TYPICAL DETAIL PERPENDICULAR FLOOR FRAMING TYPICAL DETAIL JOISTS BEARING ON CMU PARALLEL TO FLOORZROOF FRAMING PERPENDICULAR TO FLOOR/ROOF FRAMING @ 'WINDOW/DOOR OPENING OR CONCRETE WALL WITH LEDGER N.T.S. N.T.S. N.T.S. N.T.S. FASTENING OF FLOOR PANELS GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES TJI $ 1 RIM BOARD 1h. TJI It JOISTS 110 210 230 OR 360 560 ALLOWABLE HOLES - TJI® JOISTS NAIL SIZE 110, 210, 360 AND 1Y" TIMBERSTRAND LSL CROLLAM L PARALLAM a 9u" OR „ » » » » » » LEVEL a 1 � OR 14 OR �i OR 14 OR 18 OR AND 230 560 TIMBERSTRAIND 0 LSL OR WIDER PSL DEPTH 11�" 14 11 6" 16" 11%" 16" 20" 11�" 116" 1l20" MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B 1�" HOLE MAY BE CUT NO FIELD DO NOT CUT HOLES ANYWHERE IN WEB OUT- " " » " " " " » " » p p p „ CUT HOLES LARGER THAN tXi" IN 8d (0.131 x ?1/i ) 4 3 6 4 3 3 3 FILLER BLOCK (1) 2X6 2X8 2X6 + � 2X8 + � 2X6 + � 2X8 + 7� 2X12 + Xz 0 2X6TW0 2X8 TWO IN HATCHED CANTILEVER SIDE OF ATCHED ZONE 10d (0.148"x 3"), 12d (0.148"x 3>4") 4" 4" 6" 4" 4" 4" 4" (DETAIL H2) SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING 2X12 ZONES 16d (0.162"x 3>¢") 6" 6" 16" 6'�;2> 6"I�1 g" g» CANTILEVER 2X6 2X10 2X6 + �" 2X10 + �" 2X6 + �" 2X10 + l�" NOT NOT �- p4�9 DO NOT FILLER 4'-0" 6'-0" SHEATHING SHEATHING SHEATHING SHEATHING /Q��}, CUT OR NOTCH FLANGE. (1) ONE ROW OF FASTENERS PERMITTED (TWO AT ABUTTING PANEL EDGES) FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4" ON-CENTER SPACING AND MAINTAIN (DETAIL E4) LONG LONG 4'-0" LONG 6'-0" LONG 4'-0" LONG W-0" LONG APPLICABLE APPLICABLE 6' l(T�, 100001 °°d � 0 6' %" JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST Xz" AND STAGGERED. " " (1) „ p p 7 „ » CLOSELY GR UPED ROUND (2) CAN BE REDUCED TO 4 ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO WORE THAN 1 (TO AVOID SPLITTING). (DETAIL F1 OR N Y OR r� 1 NET 2X6 2X8 2X12 s' L 2 x D� D 1 HOLES ARE PERMITTED IF L 2 x L2 [D2 6" s" MINIMUM MINIMUM • RECOMMENDED NAILING IS 12" ON-CENTER IN FIELD AND 6" ON-CENTER ALONG PANEL EDGE. • 14 GA. STAPLES MAY BE SUBSTITUTED FOR 8D » (APPLIES TO ALL HOLES THE GROUP PERIMETER FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED (0.113- X 2%u NAILS IF MINIMUM PENETRATION OF 1" (1) IF NECESSARY, INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN X8 GAP AT TOP OF EXCEPT KNOCKOUTS) MEETS REQUIREMENTS FOR JOIST; SEE DETAIL W. FILLER AND BACKER BLOCK LENGTHS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING 12" ABOVE. INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. ( ROUND OR SQUARE MINIMUM FOR BACKER BLOCKS AND 24" MINIMUM FOR FILLER BLOCKS). HOLES. • ILEVEL RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINITS . MAXIMUM SPACING OF NAILS IS 18" ON-CENTER FOR DO NOT BETWEEN PANELS AND FLOOR FRAMING. TJI' JOISTS. TABLE A — END SUPPORT CUT HOLES IN CANTILEVER MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REINFORCEMENT. JOISTS MUST BE LATERALLY SUPPORTED AT ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE • NAfUNG ROWS MUST BE OFFSET AT LEAST J¢" AND STAGGERED. CANTILEVER AND END BEARINGS BY BLOCKING JOIST PANELS, HANGERS, OR DIRECT ATTACHMENT TO A DEPTH TJI RIM BOARD OR RIM JOIST. 2" 3" 4" 5" 61'2" 7" EW 11" 13" 2" 3" 4" 5" EV; 7" $W 11" 13" 110 1'-0" 1'-6" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" MINIMUM) AT 8 ON-CENTER (6- 9v SAFETY BRACING (1 X4 21 p 1'-0" 1'-6" 2'-0" 3'-0' 5'-0" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" SILENT FLOOf r JOIST FRAMING DOES ON-CENTER FOR Tit 110 JOISTS) 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0' NOT REQUIRE BRIDGING OR MID—SPAN AND 360 1'-6" 2'-0^ 3'-0' 4'-0" W-0" 1'-6" 2'-6" 3'-6" 5'-0^ 5'-6" BLOCKING E1 EXTENDED TO A BRACED END WALL. 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 5'-0" 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 4'-6" 6'-0' FASTEN AT EACH JOIST WITH » » » » » » » " 210 1 -0" 1 -0" 1'-0" 1 -6" 2-6 3-0 5-6 1 -0 1 -0 2-0 3-o" 5-0 5'-6 6-6 TWO AD (0.113" X 2Y2") NAILS MINIMUM 11%" 230 1'-0" 1'-0' 1'-0' 2'-0' 3'-0" 3'-6" W-0" 1'-0" 1'-0" 2'-0" 3'-0" 5'-6" 5'-6" 7'-0" (SEE WARNING). , , , p , , „ , p , „ , p , p , , 360 1 -0" 1 -0" 1'-6" 2'-6" 4-6 5-0" 7-0 1 -0 1 -0 2-6 4-0 6-6" 6'-6" 7-6" 560 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 8'-0" 1'-0" 2'-0" 3'-6" 5'-0" 7'-0" 7'-6" 8'-0" 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-0" 6'-0" 8'-0" 210 1'-0" 1'-0" 1'-0' 1'-0" 1'-0" 1'-6" 3'-0" W-0' 1'-0' 1'-0" 1'-0" 2'-0" 4'-0" 4'-6" 6'-6' 8'-6" DO NOT BEVEL CUT 14" 230 1'-0' 1'-0' 1'-0' 1'-0' 1'-6" 2'-0" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" 7'-0' 9'-0' JOISTH2 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 6'-6"18'-0* 9'-6" BEYOND INSIDE FACE Al RIM BOARD JOINT 560 1'-0" 1'-O" 1'-0" 1'-0" 2'-6" 3'-0" 6'-0' 9'-0' 1'-0" 1'-0" 1'-6" 3'-6" 6'-6" 7'-0" 9'-0" 0'-0" BETWEEN JOISTS 210 1'-0' 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 6'-6" 8'-0" 0'-6" OF WALL. E2 DO NOT OVERHANG SEAT 16" 230 1'—O' 1'-0" 1'-0" 1'-0" 1'-0. 1'-0" 2'-0" 4'-0" 6'-6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-6" 7'-0" 9'-0" 1'—O" • CUTS ON BEAMS BEYOND THE 360 1'-0^ 1'-0" 1'-0. 1'-0' 1'—O' 1'-0" 3'-0" 6'-0^ 9'-0" 1'-0" 4'-0' 5'-0. 9'-0" 0'-0" 1'-6" • a INSIDE FACE OF SUPPORT 560 1'-0" 1'-0' 1'-0" 1'-0" 1'-0^ 1'-0" 3'-0" 6'-6" 0'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-0" 6'-0" 0'-0" 1'-0" 2'-0" o� ' -MEMBER. 4" 5' 6 7 8 10" 12" 15 17 4" 5 6 7' 1 8 10 12 15 17' • 18" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 0'-0' 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 0'-0" 1'-0" 3'-6" JONATHAN SCHLOSS /ARCHITECT • 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-0"11'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 1'-0" 2'-0" 4'-6" • 20p 360 1'-0" 1'-O" 1'-0' 1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 0'-6" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 8'-0" 1'-6» 4'-O" 5'-6" 277 BROADWAY • CS 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-6"12'-6' 4'-6" 5'-6" 13TH FLOOR TJI® rim joist NEW YORK, NEW YORK 10007 ' tY+" TIMBERSTRAND$ LSL OR TABLE B — INTERMEDIATE OR CANTILEVER SUPPORT • ILEVELa 1X8w RIM BOARD. T 212 213 5546 L3 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT F 212 202 7935 A2 JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2' 3" 4" 5" EV" 7" �6" 11' 13" 2" 3" 4" 5" 6Y2" 7" 8z" 11" 13" STRUCTURAL ENGINEER: B1 L1 SILMAN 110 1'-6" 2'-6" 3'-0" 4'-0" 7'-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" H 1 9Y2» 210 2'-0" 2'-6" 3,-6" 4'-6" 7;-6" 2;-0" 3;-0" 4;-0" 6'-0" 7'-0' 32 OLD SUP, 1OTH FLOOR 230 2'-6' 3'-0" 4'-0' 5'-0' 8-0" 2'-6" 3'-0" 4'-6" 6'-6" 7'-6" NEW YORK, NEW YORK 10005 B2 360 3'-0" 4'-0' 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" T 212 620 7970 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0' 4'-0" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0' 6'-6" 7'-0' 9'-0" 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 7'-6" 8'-0" 0'-0" L5 63 11w 230 1'-0' 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 9'-6" 1'-0" 2'-6" 3'-6" 5'-0" 8'-0" 8'-6" 0'-0' MECHANICAL ENGINEER: • 360 2'-0' 3'-0' 4'-0" 5'-6" 7'-0' 7'-6" 1'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9' 6" 1' 0" JMV ENGINEERING • 560 1'-6" 3'-0" 4'-6" 5'-6" 8'-0' 8'-6" 2'-0" 3'-0" 4'-6" 6'-0" 8'-0" 0'-6" 1'-0"h 2'-0" 37 WEST 39TH STREET 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-0' 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 2'-0" O SUITE 703 • 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 9'-0" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 0'-0" 2'-6" B414" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 5'-6" 0'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-0" 7'-6" 0'-6" 3'-0" NEW YORK, NEW YORK t0018 USE B 1 OR 62 AT „ p p „ „ „ T 212 852 9855 INTERMEDIATE BEARINGS WIT 360 1 —0" 1 —0" 2'-0" 3—6" 5'—s 6'-0" 8—6^ 2—s 1'-0" 2—0 4—0 5—s s—0" o—0 2'-0" 4'-0" LOAD BEARING OR SHEAR 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 3'-6" 1'-0- 3'-0" 5'-0" 7'-0" 0'-0" 1'-0" 3'-6" 5'-0" 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-6" 9'-6" 1'-O" 1'-0" 1'-0" 2'-0" 4'-6" 5'-6" 9'-6" 2'-6" 5'-6" LANDSCAPE DESIGNER: WALL FROM ABOVE p 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 0'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 0'-6. 3'-0" 6'-0" END OF JOISTS / 16 „ „ „ STARR WHITEHOUSE LANDSCAPE ARCHITECTS AT CENTERLINE 360 1'-0" 1 -0 1 -0" 1'-0" 3'-0 4'-0" 6-6" 0-0" 3'-6" 1'-0 1'-0" 2-0 7'4'-0" -6" • 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 1'-0" 5'-0" 1'-O" 1'-O" 3'-6" 5'-6" 9'-0" 0'-0" 4'-6" 6'-0" 8'-0" 80 BROAD STREET OF SUPPORT _ __ BRACED END WALL - SEE NOTE 3 UNDER p SUITE t7oo WARNING 4' 5" 6' 7" 8' 10' 12" 15" 17" 4' 5" 6" 7 8" 10' 12" 15" 17` NEW YORK, NY 10004 �i 18" 360 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 9'-0" 5'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 4'-6" 6'-6" 9'-6" T 212 487 3272 H1560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 0'-0" 6'-6" 1'-0" 3'-6" 6'-0" 8'-6" 1'-6" 6'-6" 8'-0" 0'-0" O 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1'-0" 5'-6" 1'-0" 1'-0` 1'-6" 4'-0" 7'-0" 2'-6" 6'-6" 9'-0" 1'-0" Oi 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 2'-0" 6'-0" 1'-0" 1'-0" 3'-0" 6'-0" 9'-6" 4'-0" 17'-6' 9'-6" 0'-6" © ° RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. O • % • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB. LEAVE Y8" OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. O I • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12" ON-CENTER; THEY DO NOT AFFECT HOLE PLACEMENT. • FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE a� '• .�a -7 O --- EXTERIOR DECK LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. LA ATTACHMENT • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD LIN • STRUCTURAL CONDITIONS OR HOLE CONFIGURATIONS USE (LEVEL® TJ-BEAM® SOFTWARE OR CONTACT YOUR (LEVEL REPRESENTATIVE. O SHEATHING DO NOT USE SAWN LUMBER p FOR RIM BOARD OR O BLOCKING, AS IT MAY ALLOWABLE HOLES - HEADERS AND BEAMS O SHRINK AFTER . USE ONLY PROTECT UNTREATED WOOD O IN NGI EER D LUMBER. 1.55E TIMBERSTRAND®LSL HEADERS AND BEAMS FROM DIRECT CONTACT WITH SEE ALLOWABLE HOLES CONCRETE 1Y2 KNOCKOUTS AT H3 2 X DIAMETER OF THE O APPROXIMATEILY 12" LARGEST HOLE (MINIMUM) ON-CENTER OF NE�V Y, DEPTH ALLOWED HOLE ZONE 't� k `\�BEARING PLATE TO BEMuzJONE- — ----- -- ----- — FLUSH WITH INSIDE FACE ® ® o L —— O —— —— ————— OF WALL OR BEAM Si I ant Floor ° 0 0 0 0 HEADER OR BEAM MAXIMUM ROUND ? DEPTH HOLE SIZE "-BNi" 3" EBe ' 8" 8" 11Ya"-11 6" 3%" 14"-16" 4%" GENERAL NOTES SEE ILLUSTRATION FOR ALLOWED HOLE ZONE TJI ® JOIST NAILING REQUIREMENTS AT BEARING RIM TO TJI® JOIST INSTALLATION TIPS . ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH 3y" WIDE TJI®RIM JOIST: SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PEE UNIFORM AND/OR CONCENTRATED LOADS. RFORMANCE, . ROUND HOLES ONLY TJI,T JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI$ JOIST 1Y" 'TIMBERSTRAND LSL OR ILEVEf TOE NAIL WITH 1ODVOL— BUT MAY NOT BE REQUIRED. (LOAD BEARING WALL ABOVE) 1)6" RIM BOARD OR *4" WIDE T91 (0.128" X 3") NAILS, T J ONE • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. JiT 1Y '' TIMBERSTRAND LSL OR ILEVEL' RIM JOIST: ONE 10D (0.128" X 3") EACH SIDE OF TJI 0 JOIST SQUASH BLOCKS AND BLOCKING PANELS CARRRY ACKIING OUT THE STACKED Olin RIM BOARD. ONIE 10D (0.128" X 3") NAIL NAIL INTO EACH FLANGE FLANGE ' WIDE TJI ' VERTICAL LOADS (DETAILS 81 AND WEB OF A H WEB TIFF NERS) NOT A INTO EACH FLANGE FLOOR JOIST SUBSTITUTE FORSQUASOIST H BL CKS OR BLOCKI)MIG S PANELS. OTHER ILEVEL ® TRUS JOISTT HEADERS AND BEAMS 17- 2 J(e" - 2 W6" WIDE4TJI RIM ONE 8D (0.113" X 23�'� JOIST: ONE 16D (0.135" X 3 ") WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING MICROLLAM a LVL NAIL INTO EACH FLANGE 3}r2" WIDE TJI PARALLEL PARTITIONS, SPACE JOISTS APART THE WIDTH a AND PARALLAM 'PSL - NAIL EACH SIDE. DRIVE � 1.3E TIMBERSTRAND NAILS AT AN ANGLE AT RIM JOIST OF THE WALL FOR PLUMBING OR HVAC. LSL HOLE ZONE HOLE ZONE LEAST 11�" FROM END. - 1�" MINIMUM BEARING LARGEST HOLE (MINIMUM) � DEPTH LOCATE RIM BOARD JOINT BETWEEN JOISTS. TOP VIEW ADDITIONAL JOIST AT PLUMBING DROP (SEE DEETAIL). � - DO NOT CUT, NOTCH OR DRILL 1-" MINIMUM BEARING AT END ALSO SEE DETAIL B2 HOLES IN HEADERS OR BEAMS SUPPORT; V�* MINIMUM AT BEAM ATTACHMENT AT BEARING —— ——— , EXCEPT AS INDICATED IN INTERMEDIATE SUPPORT d o L_———L o ILLUSTRATIONS AND TABLES. SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO ° n 1Y4" TIMBERSTRAND' LSL OR II REV. 0 ISSUED FOR FILING 2023-11-08 FLOOR PANEL NAILING SCHEDULE ILEVELa 1X" RIM BOARD. ii MICROLLAM Js LVL AND PARALLAM 0 PSL HEADER OR BEAM MAXIMUM ROUND TYPICAL DETAILS ALLOWED HOLE ZONE DEPTH HOLE SIZE 19 DRIVE NAILS AT AN SEE FRAMING PLAN (IF APPLICABLE) OR SHIFTED JOIST LJ ADDDITIONAL MIDDLE SPAN 4 " 1" ANGLE TO MINIMIZE ILEVEL RRAMER'S POCKET GUIDE FOR PLUMBING DROP JOIST $ " " 1N4" T11.25;ONE 10D (0.128" X 3") NAIL SPLITTING OF PLATE MINIMUM END AND INTERMEDIATE d 1.3E TIMBERSTRAND LSL ALLOWED HOLE ZONE d _ 20 2p DRAWN BY: MJM EACH SIDE OF MEMBER AT BEARING, BEARING LENGTHS. SEE ILLUSTRATION FOR ALLOWED HOLE ZONE CHECKED BY: NL, RM 1Xz" MINIMUM FROM END DATE: JULY 18, 2023 GENERAL NOTES SCALE: AS NOTED • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. • ROUND HOLES ONLY • NO HOLES IN CANTILEVERS. • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. Sm506. SILMAN J20431 38015 MAIN ROAD ORIENT, NY 11957-1163 JOIST DETAILS WHEN SHEATHING THICKNESS EXCEEDS ", 2X_ STUD WALL AT WHEN SHEATHING THICKNESS EXCEEDS TRIM SHEATHING TONGUE AT RIM BOARD 16" ON—CENTER TRIM SHEATHING TONGUE AT RIM BOARD LOAD BEARING OR SHEAR WALL ABOVE INTERMEDIATE BEARING PLATE NAIL — 16D (0.135" X A*) AT 16" PLATE NAIL — 16D (0.135' X (MUST STACK OVER WALL BELOW) ON—CENTER* AT 12" ON—CENTER NO LOAD BEARING WALL ABOVE LOAD FROM PLATE NAIL ABOVE PLATE NAIL FLOOR PANEL NAIL — 8D (0.131" X 2N") AT WEB STIFFENERS 6" ON—CENTER* FLOOR PANEL NAIL — BLOCKING PANEL REQUIRED EACH SIDE BLOCKING PANEL 6D ON—CENTER XR�") AT 2X4 MINIMUM SQUASH AT B3W BLOCKING PANELS MAY BE REQUIRED WITH SHEAR WALLS ABOVE BLOCKS 1 Y" TIMBERSTRAND$ LSL OR ILEVEE " BR BELOW (SEE DETAIL) I /16 ' 1 1� RIM BOARD.* PRIM BOARD * ND$ LSL OR ILEVE� 1 /' 1 1 i TOE NAIL 12" » » B1 B1 W I : %s" TOE NAIL — 10D (0.128" X 3") AT 6" MIN. TOE NAIL — 10D (0.128 X 3 ) AT 6 M 1 TOE 4NAIL ON—CENTER* ON—CENTER BOUNDARY NAILING — WEB STIFFENERS 2X4 MINIMUM TJI RIM JOIST 8D (0.131" X 2k� REQUIRED EACH SIDE SQUASH BLOCKS *CONVENTIONAL CONSTRUCTION CODE AT 4" ON—CENTER* INSTALL PROPER BLOCKING TO SUPPORT ALL AT B1W AND B2W PANEL EDGES MUST HAVE 1%4" MINIMUM JOIST MINIMUM FOR USE WITH A3 ONLY. SEE Al ATTACH BLOCKING PER A3 DETAIL. A2 BEARING AT ENDS. ATTACH RIM A3 A3.1 A3.2 A3.3 ILEVEL FRAMER'S POCKET GUIDE FOR A3.4 *SEE ILEVEL FRAMER'S POCKET GUIDE FOR B2 B2W B3 B3W CS USE 2X4 MINIMUM SQUASH BLOCKS TO JOIST PER A3 DETAIL. All - A3.3 INSTALLATION SPECIFICATIONS. ADDITIONAL INSTALLATION SPECIFICATIONS. TRANSFER LOAD AROUND TJI ® JOIST 1Y" TIMBERSTRANDP LSL OR ILEVEP 1X" „ " 7 » " RIM BOARD. NAIL TO BLOCKING WITH 8 DIAMETER MAXIMUM HOLE FOR 8 DIAMETER MAXIMUM HOLE FOR 11 r� — 16 WEB STIFFENERS 7 » _ » 4'-0" LENGTH OF �» 6'-0" LENGTH OF TJI® JOIST DEEP BLOCKING PANELS; 6" DIAMETER MAXIMUM CONNECTIONS EQUIVALENT NAIL THROUGH 2X—CANTILEVER, WOOD BACKER AND REQUIRED BOTH 11r� 16 DEEP BLOCKING PANELS; 8 DIAMETER MAXIMUM HOE FOR 6" DIAMETER MAXIMUM FOR BLOCKING �4" REINFORCEMENT 1'1�" — 16" DEEP BLOCKING PANELS; REINFORCEMENT AND FILLER FOR BLOCKING PANELS �" DEEP OR SHORTER �, TO FLOOR PANEL SCHEDULE. BLOCKING TJI 'B'JOIST WEB WITH 2 ROWS 10D SIDES AT E1W » �* BLOCK. USE 4'-0" LENGTH WITH THAN 12" LONG. 1 Y4 TIMBERSTRAND LSL OR ATTACH REINFORCEMENT TO JOIST WITH PANEL (0.148 X 3 ) NAILS AT 6 PANELS 91� DEEP OR SHORTER THAN ON ONE SIDE AT E2, 6 DIAMETER MAXIMUM FOR BLOCKING „ 7 „ ILEVEL 1 X" RIM BOARD:r ONE 8D (0.131" X 2�') NAIL AT EACH ON—CENTER, CLINCHED. USE 12 LONG. BOTH SIDES AT E3 PANELS 9Nz DEEP OR SHORTER THAN 91 AND 11rj aTJI JOISTS. DO NOT CUT FLANGES. CORNER 16D (0.135" X 3%� NAILS WITH DO NOT CUT FLANGES. 1:2" LONG. 3 " TJI 0 JOIST D O NOT CUT FLANGES, ATTACH REINFORCEMENT TO JOIST WITH ONE 8D (0..131' X HORIZONTAL BLOCKING PANELS F NGE WIDTHS. 1 Y" TIMBERSTRAND� LSL OR a 22') NAIL AT EACH CORNER BETWEEN EACH JOIST. NAIL TO . ILEVEL 1 fib" RIM BOARD. EQUIVALENT TOTOP PLATE H FLOOR N PANELS p L V4EL IMBERXSTRAND0 LSL RIM BOARD: OR 12" LENGTH OF %" ' SCHEDULE. REINFORCEWENT ON F1 APPLIES TO ONE SIDE AT E5, UNIFORMLY ATTACH REINFORCEMENT TO JOIST WEB WITH BOTH SIDES AT E6 12" LENGTH OF �" 1 3 ROWS 10D (0.148' X 31 NAILS AT 6" REINFORCEMENT ON LOADED JOISTS ATTACH REINFORCEMENT ON—CENTER, CLINCHED. USE 2 ROWS WITH 9tit" FULL DEPTH VERTICAL ONLY. TO JOIST WITH 8D (0.131" X 2%') AND 1'Y8» TJI ' JOISTS. BLOCKING BETWEEN ONE SIDE AT E7, NAILS AT 6" ON—CENTER. WHEN EACH JOIST BOTH SIDES AT E8 WOOD BACKER , 1 Ya" TIMBERSTRANDa LSL OR �0� REINFORCING BOTH SIDES, STAGGER WP��`� 's ILEVEL 1 X" RIM BOARDftLOSURE, FACE GRAIN �,p��M�� NAILS. � ��v�` LESS THAN 5" LESS THAN 5" �F� HORIZONTAL �y � �, `v� E 1 E 1 W E2 E3 E4 NOT FOR USE WITH 3'/"TJI®JOIST FLANGE WIDTHS E5 E6 as EXTERIOR DECK ATTACHMENT OPTION #1: WEB STIFFENER ATTACHMENT STRUCTURAL EXTERIOR APPLY SUBFLOOR ADHESIVE TO ALL TJI a JOIST BLOCKING WITH END GAP: FILLER BLOCK: ATTACH WITH TEN SHEATHING CONTACT SURFACES BLOCKS INSTALLED AT LOCH IONS USING / Y"JOIST—SPAN MINIMUM 10D (0.128" X 3') NAILS, FLASHING 8D (0.113' X 2y2') „-f-- 2 4" MAXIMUM HANGER HEIGHT MUST BE A MINIMUM CLINCHED. USE TEN 16D (0.135" NAILS OR OF 60% OF JOIST DEPTH X 3y2') BOX NAILS FROM EACH FLUSH BEARING PLATE REQUIRED. 2y2' SCREWS,SIDE WITH 3)�' TJI' JOIST MAXIMUM A" OVERHANG Q TYPICAL (1Y„ FOR 'g THREE 8D (0.113- X NAILS FLANGE WIDTHS. USE FIFTEEN BACKER BLOCK: INSTALL TIGHT PERMITTED AT BEAM. TREATED 2X_ LEDGER �,c�`' TJI 560 CLINCHED. THREE 16D('0.135" X 3%") M NAILS WITH TJI ' JOIST DEPTHS TO TOP FLANGE (TIGHT TO JO ��,. JOIST1 NAILS AT 3)�' TJW JOIST FLANGE GREATER THAN 16". BOTTOM FLANGE WITH FACE / WIDTHS. MOUNT HANGERS). ATTACH WITH i TEN 10D (0.128 X 3") NAILS, SEE FASTENER 14" TIMBERSTRAND 1 WEB STIFFENER EACH SIDE. SEE II CLINCHED WHEN POSSIBLE. TABLE BELOW. MAINTAIN L.SL'E' OR ILEVELa 1)6" SIZES BELOW. ! '�' OPTION J2:' 2" DISTANCE (MINIMUM) FROM RIM BOARD. �� • ~';'' EDGE OF LEDGER TO FASTENER. 2X_ STRAPPING INSTALLED AT Y3 TOP FLANGE HANGER JOIST—SPAN LOCATIONS USING TWO 2l * t_w TIGHT FIT b SCREWS PER JOIST, TYPICAL II •' BACKER BLOCK ALLOWABLE LOAD FACTORED RESISTANCE LBS FACE MOUNT HANGER BOTH SIDLE SIDES JOIST EB WITH FASTENER 1Y4' TI RIM RBOARDD$EL ILEVEL a 1y" RIM BOARD DIRECTLY APPLIED CEILING W WEB STIFFENER SIZE W WEB STIFFENER SIZE LAG BOLT 400 / 630 N.A. / N.A. 1 " " X 26" MINIMUM 6" X 26" MINIMUM WEB STIFFENERS REQUIRED IF LAG BOLT 475 / 750 400 575 SIDES OF HANGER DO NOT WITH TOP FLANGE HANGERS, BACKER BLOCK 1 THIS FACTORED RESISTANCE IS WITH A " GAP B EEN THE RIM BOARD AND DECK LEDGER WHEN SPECIFIED ON THE LAYOUT, ONE OF » Y4" X 26" MINIMUM " H1 LATERALLY SUPPORT AT LEAST H2 REQUIRED ONLY FOR DOWNWARD LOADS H3 LA (.)ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. PB1 THE ABOVE BRACING OPTIONS IS REQUIRED W �6 � 2X4 3b OF TJhg JOIST TOP FLANGE EXCEEDING 250 LBS OR FOR UPLIFT CONDITIONS. • CORROSION—RESISTANT FASTENERS REQUIRED FOR WET—SERVICE APPLICATIONS. BEAM and COLUMN DETAILS BEARING AT WALL BEARING FOR DOOR BEAM TO BEAM BEARING AT OR WINDOW HEADER CONNECTION CONCRETE WALL 1Y" TIMBERSTRANDO LSL OR ILEVELO 1)6" RIM BOARD OR STRAP PER CODE IF TOP PLATE BLOCKING FOR TERAL IS NOT CONTINUOUS OVER .' SUPPORT HEADER TOP FLANGE HANGER PROTECT UNTREATED WOOD FR FACE MOUNT HANGER DIRECT CONTACT WITH CONCRETE COLUMN L1 L2 L3 SEE CURRENT ILEVEL ®LITERATURE L4 FOR FRAMING CONNECTORS JONATHAN SCHLOSS /ARCHITECT 277 BROADWAY MULTIPLE MEMBER CONNECTIONS 13TH FLOOR FOR TOP-LOADED BEAMS 1) NEW YORK, NEW YORK 10007 T 212 213 5546 14"- WIDE PIECES: F 212 202 7935 • MINIMUM OF 3 ROWS 10D (0.128" X 3') NAIL'S AT 12" O.C. STRUCTURAL ENGINEER: • MINIMUM OF 4 ROWS 10D (0.128" X 3") NAILS AT 12" O.C. FOR 14" AND DEEPER BEAMS SILMAN ELEVATED COLUMN 32 OLD SLIP, 10TH FLOOR • IF USING 12D-16D (0.148"-0.162" DIAMETER) BEAM ON COLUMN COLUMN BASE BASE NEW YORK, NEW YORK 10005 BEARING AT NAILS, THE NUMBER OF NAILING ROWS MAY BE CAP T 212 620 7970 COLUMN REDUCED BY ONE. ' 3y2 "- WIDE PIECES: MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET • MINIMUM OF 2 ROWS �" BOLTS � AT 24" O.C. STAGGERED �� I• `1 1 SUITE 703 (1) LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE: NEW YORK, NEW YORK 1001 B �.� * .';' ;` , O•:'•�•;'•% ,,:: BEAM WIDTH. OTHERWISE, USE CONNECTIONS FOR '3:•, • ; • SIDE—LOADED BEAMS. • :* •:: ti •:: • • ', •', T 212 852 9855 VERIFY COLUMN CAPACITY OPTIONAL LANDSCAPE DESIGNER: AND BEAM BEARING ADDITIONAL NAILING OR BOLTING MAY BE NON—SHRINK L5 LENGTH. SEE CURRENT Lg REQUIRED WITH SIDE-LOADED MULTIPLE-MEMBER P1 P2 P3 GROUT ILEVEE LITERATURE. BEAMS, PRODUCT LITERATURE. REFER TO CURRENT TARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 °F NE1- 1Ft 4pper,,.0'A cor, • O 988$ � ��ES81C�� REV. 0 ISSUED FOR FILING 2023-11-08 TYPICAL DETAILS DRAWN BY: MJM CHECKED BY. NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED Sm507_ SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957-1163 GYPSUM WALL BOARD SHEAR WALL, SEE PLAN ORIENTATION OF CORNER STUD HOLD-DOWN, MAY VARY F4 SEE SCHEDLE GYYPSUM WALL BOARD GYP BOARD AND/OR PLYWOOD SHEATHING THREADED ROD, WELDED ALL _ SEE SCHEDULE FOR 1Od NAILS ® 6" O.C. ° ° AROUND TO TOP OF STEEL -- ----�- SHEAR WALL TYPE B/S BEAM • � "-���—�����BULKHEAD, SEE PLAN IN LEGEND FOR LOCATION BULKHEAD STRAP FO . —.— .— .—.—.—. ', ' SEE SHEAR WALL SCHEDULE I SEE SHEAR WALL RIM TIE, SEE SCHEDULE 16d NAILS ® FOR NAILING PATTERN t,.L 16d NAILS ® 24"o SCHEDULE FOR J ROOF TIE, SEE SCHEDULE CD ROOF SHEATHING EXTERIOR PLYWOOD �; /c O SEES GENERAL NOTES FOR 24" O.C. ' NAILING PATTERN � SHEATHING RAFTERS, SEE PLAN FOR ADD'L INFORMATION I EXTERIOR PLYWOOD SHEATHING I 1lnd NAILS ® 24" O.C. SIZE AND SPACING T.O. WALL ! SEE SHEAR WALL SCHEDULE ORIENTATION OF PSL OR ANTHONY POWER EL. SEE PLAN/ARCH. WOOD STUD FOR NAILING PATTERN WALL SHEATHING ••�— �',.��__—�_________..____—__Y,____ • • _.—.;,,___._ 1 � __T____ : 1-3/4" LVL, MATCH OMITTED FOR CLARITY, CORNER STUD JOIST DEPTH SEE BELOW FOR NAILING DOUBLE 2x PLATE, SIZE TO MAY VARY 16d NAILS ® 24"o/C EXTERIOR PLYWOOD STEEL BEAM, SEE BEAM BLOCKING B/S MATCH WALL STUDS (TYP.) INSIDE CORNER OUTSIDE CORNER 'T' - INTERSECTION SHEATHING PLAN FOR SIZE WALL STUDS, SEE PLAN FOR SIZE AND SPACING CONT. 2x PLATE, SIZE RIM TIE, SEE SCHEDULE HO TO MATCH WALL STUDS (TYP. ® EACH FLOOR) LSTA36 AT EACH STUD FLOOR SHEATHING, SEE GENERAL TYPICAL DETAIL- SHEAR WALL HOLD-DOWN ANCHOR NOTES O AT END OF SHEAR WALL FOR ADD'L INFORMATION WOOD SHEAR WALL CORNER & 'T1 INTERSECTION-PLAN SECTIONS BEARING ON STEEL BEAM LENGTH , SEE FASTENER SCHEDULE AND SHEAR RIM BOARD OMITTED FOR CLARITY N.T.S. N.T.S. WALL END DETAIL T.O. WALL O FLOOR TIE, SEE SCHEDULE EL. SEE PLAN/ARCH. PLYWOOD PANEL SEE ' DOUBLE 2x PLATE, SIZE TO OSCHEDULE FOR MATCH WALL STUDS (TYP.) THICKNESS (STAGGER JOINTS) FULL DEPTH BLOCKING AT SIMPSON H2.5A TIE BETWEEN SHEAR WALL BETWEEN JOISTS EDGE NAILING WALL STUDS, SEE PLAN BLOCKING AND TOP PLATE; AT EACH STUD LOCATION; PER SCHEDULE FOR SIZE AND SPACING TYPICAL; ALIGN BLOCKING SEE GENERAL NOTES WALL END POST - SEE AND STUD AS REQUIRED PROVIDE WEB STIFFENERS AT INTERMEDIATE NAILING gO HEADER SCHEDULE AND O FULL DEPTH LVL TJI LOCATIONS; PER SCHEDULE PLAN - PROVIDE BLOCKING EACH SIDE TYPICAL AT EACH SIDE OF TJI MEMBER DOUBLE STUD MINIMUM OF SHEAR WALL AND AT PROVIDE WEB STIFFENERS AT EACH STUD LOCATION; TJI LOCATIONS;; TYPICAL AT EACH FLOOR SHEATHING --- --- --- CONT. 2x PLATE, SIZE SEE GENERAL NOTES TO MATCH WALL STUDS SIDE OF TJI MEMBER SEE GENERAL NOTES FOR ADD'L INFORMATION T.O. JOIST RAFTER T.O. JOIST RAFTER T.O. FDN. WALL EL. SEE PLAN EL. SEE PLAN � I EL. SEE PLAN/ARCH. CONT. 2x PLATE ON FOUNDATION WALL, SIZE TO MATCH WALL STUDS, SEE - .r '♦ •"" ` • FOUNDATION SECTIONS HOLD DOWN ANCHOR AT EACH END OF WALL SEE FOUNDATION SECTIONS TJI/LVL FLOOR/ROOF FRAMING FOR WALLS LONGER THAN 10'-0", TJI/LVL FLOOR;/ROOF FRAMING 74 SIMPSON H2.5A TIE BETWEEN EACH ADD TIE DOWNS EVERY 6'-0". pO I JOIST AND TOP PLATE; TYPICAL; LOCATE FIRST ANCHOR BOLT CONTINUOUS (2)-2x TOP PLATE; ALIGN FRAMING AND STUDS AS REQUIRED ° O 9" MINIMUM / 12" MAXIMUM ELEVATION TO MATCH FULL DEPTH BILOCKING BETWEEN SHEAR WALL; SEE SHEAR WALL I FRAMING IN PLANE SCHEDULE FROM PLATE ENDS; SEE REINFORCED CONCRETE FOUNDATION WALL BEARING WALL ELEVATION I SCHEDULE FOR SPACING SEE PLAN FOR SIZE & LOCATION i OF WALL; BLOCKING TO 2 BOLTS MIN. PER PLATE MATCH FRAMING DEPTH CONTINUOUS (2)-2x TOP PLATE; ELEVATION TO MATCH FLOOR FRAMING TO FOUNDATION SHEAR WALL; SEE SHEAR BEARING WALL ELEVATION WALL SCHEDULE SIMPSON HIS TIE BETWEEN TOP WALL OMITTED FOR CLARITY. PLATES AND STUDS; TYPICAL TYPICAL WOOD SHEAR WALL ELEVATION AT EACH STUDS SIMPSON H6 TfIE BETWEEN TOP PLATES AND STUDS; TYPICAL TYPICAL SHEAR WALL AT EACH STUD TYPICAL SHEAR WALL PARALLEL TO FLOOR/ROOF FRAMING PERPENDICULAR TO FLOOR f ROOF FRAMING WOOD SHEAR WALL ELEVATION N.T.S. N.T.S. N.T.S. .TYPICAL SHEAR WALL FLOOR TO ROOF FRAMING N.T.S. PLYWOOD SHEATHING, SEE SEE TYPICAL HOLD i STEEL COLUMN W/ IBASEPLATE, SCHEDULE DOWN DETAIL FOR ; SEE PLAN AND SCHEDULE MORE INFO 6 JONATHAN SCHLOSS /ARCHITECT 6 —.—'— — — — — — — — — —sti— — —•—• —• 277 BROADWAY PLYWOOD SHEAR WALL NOTES: 13TH FLOOR I I BEARING WALL ON (2)-2x NEW PORK, NEW YORK 10007 1. STUDS, SILL PLATES AND TOP PLATES AND BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. PROVIDE 2X FRAMING AT BOLTED FOUNDATION SILL PLATES, PLYWOOD PANEL EDGE . ° CONTINUOUS PRESSURE T 212 213 5546 BLOCKING, AND STUDS AT PLYWOOD PANEL EDGES WHERE SHEAR WALL DESIGN SHEAR EXCEEDS 300 PLF. SEE SHEAR WALL S(CHEDULE. ____._.__ _ .. _ _.__...__._ n I STEEL AND I ° ° I TREATED SILL PLATES _.. u _ ;__.. _ _-_ CL STUD WALL i °.° F 212 202 7935 2. ORIENTED STRAND BOARD (OSB) WALL SHEATHING SHALL NOT BE SUBSTITUTED FOR PLYWOOD UNLESS APPROVED BY ENGINEER;. _ O END ZONE HOLD DOWN (SEE SCHEDULE FOR °;° I TYPE), SEE 1/S-301 FOR TYPICAL EMBED STRUCTURAL ENGINEER: 3. ALL NAILS SHALL BE COMMON WIRE NAILS, AND SHALL BE LABELED AS ENGINEERED CONSTRUCTION NAILS COMPLYING WITH AS_TM F1667. i ° ° BETWEEN END ZONE ANCHORS SILMAN 4. ALL BOLT HOLES IN WOOD SHALL BE MAX 1/16" OVERSIZE. PROVIDE PLATE WASHERS AT ANCHOR BOLTS •- SEE GENERAL NOTES FOR SIZES. '—' —'—'—'—'—'— ' —'—'—'— —'—'—'—'—' —'— ' SIMPSON SSP TIE AT EACH E STUD (SEE NOTE 3) I I 32 OLD SLIP, lone FLOOR 5. AT 2X STUDS, PLATES, AND BLOCKING, PROVIDE 3/8" MIN NAIL EDGE DISTANCE. . .— .—• —• —• —, T.O. FINISH FLOOR NEW YORK, NEW YORK 10005 CONCRETE WALL END POST W/ HOLDDOWN AND ACCEPTABLE TO PROVIDE EL. SEE ARCH T 212 620 7970 6. AT 3X STUDS, PLATES, AND BLOCKING PROVIDE 1/2" MIN NAIL EDGE DISTANCE - STAGGER NAILS IN 2 LINES ALONG ADJOININIG PANEL EDGES. BELOW ANCHOR BOLT, SEE SCHEDULE SIMPSON "SNW" IN ORDER TO FACILITATE CONCRETE POUR • a MECHANICAL ENGINEER: 7. STAGGER SHEAR WALL SILL PLATE ANCHOR BOLTS/NAILS AND PLYWOOD EDGE NAILING. SEQUENCE I I I ° —x x��x ' x �� PLNN o JMV ENGINEERING 8. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS WHERE SHEATHING IS INSTALLS=D ON BOTH SIDES OF STUDS, AND NAILS SHALL BE STAGGERED. 37 WEST 391H STREET 9. DO NOT NOTCH OR BORE SHEAR WALL END POSTS. DO NOT NOTCH OR BORE SHEAR WALL SILL AND TOP PLATES UNLESS APPROVED BY ENGINEER. TYPICAL SHEAR WALL END ZONE ANCHOR NEAR STEEL COLUMN JkT.O. EXTERIOR SHELF I I III SUITE703 NEW YORKORK , NEW YORK 10018 10. HOLDOWN ANCHOR BOLTS SHALL BE TIGHTENED AND INSPECTED PRIOR TO COVERING WALL FRAMING WITH FINISHES. ACCEPTABLE TORQUE IS FINGER TIGHT PLUS 1/2 TURN. DO NOT OVER TIGHTEN. N.T.S. 'RJEL. SEE ARCH. T 212 852 9855 • I� 11. STRUCTURAL OBSERVATION OF SHEAR WALL CONSTRUCTION IS REQUIRED PER THE GENERAL NOTES. 5" S.O.G. SEE TYPICAL DETAIL LANDSCAPE DESIGNER: CONTINUOUS KEYWAY AND STARR WHITEHOUSE LANDSCAPE ARCHITECTS PLYWOOD SHEARWALL SCHEDULE WATERSTOP 80 BROAD STREET 1 SUITE 1700 EMBED LENGTH, PER NEW YORK, NY 10004 A O C D E F G H SIMPSON STRONGTIE T 212 487 3272 O O O O O O O O G "SW-" WALL STUDS: OR SOLID SIMPSON HOLD DOWNS AT ENDS OF SHEAR WALLS 1/2" DIA. A307 MARK LENGTH MIN. STUD MIN. SHEATHING PLYWOOD NAILING POSTS @ ENDS OF ANCHOR BOLT SIMPSON SIMPSON H1 c SIZE EDGE / INTERIOR (in.) SPACING LTP4 SPACING TIE SPACING CONCRETE WALL, SEE DETAIL AND .a' SHEAR; WALL FIRST FLOOR SECOND FLOOR ROOF / BULKHEAD SCHEDULE ON S-501 FOR THICKNESS, SW-1 SEE PLAN 2x6 1/2" (15/32") STRUCTURAL 1 8d ® 4/12 16" 16" REINFORCING SIZE AND SPACING PLYWOOD - (1) SIDE 1'-4" o/c O/C O/C SW-2 SEE PLAN 2x6 1/2" (15 STRUCTURAL I 1Od ® 3/12 1'-4" o/c O/C O/C PLYWOOD OD - (2) SIDE TYPICAL SHEAR WALL HOLD DOWN DETAIL AT FIRST FLOOR SLAB ON GRADE SHEAR WALL SCHEDULE N.T.S. N.T.S. OF NLt co A �y R � O sa8g REV. 0 ISSUED FOR FILING 2023-11-08 TYPICAL DETAILS DRAWN BY: MJM CHECKED BY: NL, RM DATE: JULY 18, 2023 SCALE: AS NOTED S �508 ' SILMAN #20431 38015 MAIN ROAD ORIENT, NY 11957 I I SUPPLY AND RETURN GEOTHERMAL WATER TO r �F -- ' HEAT PUMPS. SEE GEOTHERMAL RISER ALL A5OVEGROUND °.•; : EOTHER'1AL 0 . GEOTHERMAL PIPING •' ` HEADER BACK MUST 5E INSULATED • �.. I WITH i" INSULATION. A', OUT TO WELLS 15-25' 20' • HEADER FROM : E-- BETWEEN WELLS i BORES jr......" SOIL °: IRCUIt SETTER k " I T (TYP-) 4'-6" — — — DEEP ° a .,. rr - -III -III- • 1 • � • •. A • ° "''�'e. P �', I J.J..L .{.l.J. PLASTIC RING ' : 1 i (— LINK SEALrz TO/FROM TO/FROM NEXT NEXT , ` HDF'E PIPING GEOTHERMAL GEOTHERMAL r—7 � I UNDERGROUND WELL WELL — is BELOW FROST LINE i 6 SORE oo *NOTE: I 1. FINAL DEPTH DEPENDENT ON THE DETERMINED — — 5ENTONITE EARTH PROPERTIES INCLUDING THERMAL — —5� 0 GROOT 11.0) CONDUCTIVITY AND THERMAL DIFFUSIVITY. — —" 4 *SEE NOTE .;. . . , ' _ '---- I 50RE SIDES 2. RETAIN GEOTHERMAL TESTER AND GEOTECHNICAL — ,., :. :..'.' ENGINEER TO PROVIDE THE FEET PER TON SOIL a CAPACITY OF: THE SITE. --' 100�o WATER 3. PIPE INDIVIDUAL WELLS IN REVERSE — RETURN NOTE: ONLY IF PREEZING ARRANGEMENT ' I CONDITION EXISTS USE I 859e WATER ING 4. COORDINATE SITE PRIOR TO DRILL . _ 12% 510DEGRADA5LE — — PROPYLENE GLYCOLse .00 'U' BEND ■@ , (511 50RENOLE CONSTRUCTION I�ET�4f TAIL VERTICAL GROUND COUi�Lf=l� LOOP C�° PIPE SIZING GUIDE 1 9 11/4" NOT TO SCALE• 9 GPM ■ 3—IONS ' GEOTHERMAL WELLS: I — � COORDINATE FINAL GEOTHERMAL WELL •�- 0 m I a PLACEMENT AND DRILLING WITH SITE �' ■ 0. S CONTRACTOR ' .. 0. ,\ I - ' PROPOSED P ' I I U M EDGE OF - O. ti' WOODSI I I I \ PROPOSED POOL I CABANA ' ------------ \ 1 i _� I i \ I ; TYP. t EOTHERMAL 64R PIPING CsEOTHERNIAL 64R'PIIPI THPDUGH EACH WELL. PIPE IN i r ENTERING SUILI'DING REVERSE RETURN 'UNDERCxROUND S I J �� ;�� J-I ,\ _ ---- — --- ----------------- JONATHAN SCHLOSS/ARCHITECT ` -1 277 BROADWAY r , 131H FLOOR 17 . —- ----- _ ___-- - 14 C �I r ; NEW YORK, NEW YORK 10007 I T 212 213 5546 ----------------------_------ F 212 202 7935 --- ,tot 27.24 _ STRUCTURAL ENGINEER: SILMAN O e„ 32 OLD SUP, 1 OTH FLOOR r ■ �� "� -4 C "„ I NEW YOM NEW YORK 10005 i T 212 620 7970 E" E` . E A,S k1i I ir . , ♦ ` : i P f�.�J P ►_. _ " I MMWICAIL ENGINEER: I 2-STORY EX.T. WELL37 I JMV ENGINEERING -\ • , \ �� J E I SU WEST 39Tt1 STftEEI \ ® \ �- ,, \\, ♦ \\ I NEW PORK, NEW YORK 10018 T 212 8529855 / • LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 60 BROAD STREET I SUITE 1700 irkNEW YORK, NY 10004 +� \ t T 212 487 3272 I V t i � . '`• CIVIL ENGINEER: JOHN CONDON PC ♦ ir 1755 SIGSBEE ROAD MAT LICK, NY 11952 T 631.298.1986 cp �,,.e • 1 12 0 ----------- '; .�d I UGI IM DESIGNER: 1 1 i .. ----------------------- '----'--- L'OBSERVATOIRE INTERNATIONAL --"" , 1 --------- \ 1 1 120 WALKER STREET SURE 7E fCA) 1 'L �_-"`- i NEW YORK, NY 10013 -" 24.70 cp I GFLI ■ I M O E` . t 1 --- ------------- --- --------------- i ��f+r. � �- -, •� -�- 26.79 ET ' OAR Or 11 fl1; - \ ; aFSS10t�� I E10 OO wss -}- \ . '� ?_4.40 I ( 23.31 23.64 - 22.62 I \ 23.78 ; 25.28 23.74 ; I t25.95 D PROPOSED A kr5DRIVEWAY \ 24.72 i 11-10-23 ISSUE FOR FILING (MECHANICAL) ' \ i 10-26-23 ISSUE FOR FILING (PLUMBING RISER) F I 10-13-23 PROGRESS MEP k J i.1 , �'e i 07-11-23 PROGRESS MECHANICAL REDESIGN erca 12-28-22 MEP PRELIMINARY PRICING SET E ® 21.91 co tom': 25 17 2.2.70 MECHANICAL SITE PLAN {— _ 23.13 \ 21.7 22.26 ; DRAWN BY: DD/Wc/Bv + + 22.38 ' - tv 17.99 A - ; CHECKED BY: JV rr . I DATE: NowMBER 10, 2023 �_ 42 00 � I SCALE:AS N01ED I 23.28 :a 1 MECHANICAL SITE PLAN , M-201 , 00 SUL 38015 MAIN ROAD ORIENT, NY 11957 1 2 3 4 5 6 7 8 9 10 1 1 12 13 I CONSTRUCTION _S. OALL DUCT SIZES SHOWN REPRESENT INSIDE CLEAIR DIMENSIONS. ALL SUPPLY AND RETURN DUCTS TO, BE WRAPPED WITH 2" INSULATION OR LINED WITH 15" DUCT LINING TO MEET 2020 NYS ):ENERGY CODE. DRAIN LINE t0 Ft.INNEL C ------- GD� /FLOOR DRAIN 18X45" SUPPLY DUCT 14x10 UP TO 2ND FLR AC-23 F-2 0.-m T)4_�', 14?�, U�JFINISHEC \ UH-1 --..---- STORAGE - 18X 5" SUPPLY DUCT a 10 UP TO 1ST FLR 14xi0 RETURN DUCT STACKED AC-15 BENEATH SUPPLY DUCT AC-12 AC-13 0.15 t 35T 23t � I AC-2.1 AC-0.2 L5-A 9x6 I ------____- F ------ ' ' 23 T 058 T 41-0" x4 EDUCT XHAUST ------ I x8 I x i I � DUCT UP i __ I i�x�� 8x6 G H rAFrN Ij ELEV. EMR K �r ! ---------- Ni 20x1 ` p 5x4 �� H ------ y 5" PIA. I r 6 DIA. 6" DIA. 6 D ( .) --------------- =f--� PLUMBING EH-1 HALL 4x8DIA. _ - MP - EQUIPMENT 11N1 ------ �-} 1005 ( AREA PIA. 18x45" RETURN DUGT�" 0x1 x8 ' ' ( I UP TO 2ND FLR � `� � 12x8 FA 14x8 DRAIN LI t0 10x I I I 6 14x 18x45" RETURN DUCT L 4x8 12x8 RA 12 I I I I I I I ( UP t0 1ST FLR OTHEFt 1AL /FLOO DRAIN i 8x4 14x1 8 , Bx8 I I I I 9x6 _ PIPING OUT t0 x 14x10 - —mot WELLS 9x6 HUMIDIFICATION u -- UP-- 6x -� AC-03 DUCT UP TO 2ND FLR 10x R^Tt J - - 058 t --- GARF �E H- 4x1 --- ,¢„ --- I x LB-A 30x6 SUPPLY DUCT - - --- ------- 6x OtHERMAL 00 ] DIA. I 4'-0° UP TO 2ND FLR 1 --- --- --- - PIPING FROM ____ ____ _--- --- WELLS JONATHAN SCHLOSS ARCHITECT -- 277 BROADWAY � cr=H Ra300) 30x6 RETURN DUCT— �- ��� _ _ 5" D A. --- _ � EH-2 ME 'H L F-ti- UP TO 2ND FLR -- - --- --- 13TN FLOOR RC )M GYM - - E� �> C{ 8 6" CONTINUOUS 007 L5-A --- --- l— -- NEW YOM NEW YORK 10007 cp_ 0'-6" IDIFICAT�I�hD t T 212 213 5546 GR LE BLANK-OFF. bxb EXHAUST DUCT -LI � li EOtHERMAL IOx� UP TO 2ND FLR WALL PIPING HEADER L5-A -� i SEE DETAIL LB-A H:150) �=36x5" TURN � F 212 202 7935 LB-A 6X4 EXHAUST DUCT GEILII�lCs LB-A i I DUCT UP i HUMIDIFICATION WALL UP TO 1ST FLR AC=22 STRWWRAL ENGINEER: RETURN PLENUM WITH WIRE R1200) 8x �� -- �, 2'-0" EXa50) 2'-0" RETURN DUCT ,III 8X4 SUPPLY DUCT 125 T I 36x5 SUPPLY DUCT SILMAN ------ � MESH SCREEN 18ENEATH 12x8 FA x4 WALL WALL _ __ _ _� MIILLWORK V -r-12 RA S:(300) S:(300) bx - - ------ 32 OLD SUP, 10TN FLOOR UP TO 1ST FLR --- UP RK - - --- I t LB-A NEW YOM NEW YORK 10005 ; 18x11 MAKEUP AIR 4x10 0'-6" BATH +4m08 _ _ �r 23 T T 212 ego 7970 DUCT UP WALL 60 SQ. FT. 14x6VIZ --- 6" DIA. H:150) WARM50ARD -- 9x6 ------ UK MEpiANICAL ENGINEER 36x24 LOUVER �OR ERY AND 20x1 L14x8 - AC-2.4 JMV ENGINEERING MAKEUP OUTSIDE AIR INTAKE U' 18x6 RETURN DUCT 0.'15 T 37 WEST 3M STREET 14x UP TO 2ND FLR SUrrE 703 DUCT ROUTED GAME 12x6 18x42, RETURN DUCT -- HUMIDIFICATI �G UP TO 2ND FLR 6" CONTINUOUS ELECTRICAL BETWEEN JOISTS ROOM NEW YORK, NEW YORK 10018 MD L5-A RA DUCT STACKED EQUIPMENT IN DUCT UP STORA u GRILLE BLANK-OFF a09 _J T 212 852 9855 2 -0 ST R SEE DETAIL ABOVE FA DUCT THIS AREA I 12x45" EXHAUST WALL 18x11 S:(300) a ] LIB EDH-1 exb �< 18x45" RETURN DUCT DUCT UP LANDSCAPE DESIGNER: 4'-0" UP t0 IST FLR AC-1.4 STARR WHITEHOUSE LANDSCAPE ARCHITECTS AC-1.1 eo BROAD SrREEr ------- - -------------� �� WALL '� '� � 4x1 35 T R(300) AC-0.1 5-1 0.'15 t v---_--` -- 058 t -------_-•_- --_- -_—_ I8X45" SUPPLY SurrE ,700 DUCT UP TO 2MD FLR NEW YORK NY 10004 IV�--------------- 18x6 SUPPLY DUCT T 212 487 3272 S R 8 12 R4 TOP GAME ROOM UP t0 2ND FLR 5-2 ------ I� C ] r� 8 12 FA BOTTOM WARMBOARD pull ENGINEER: ELEV.2 I EMR ''xs �� STOR <Y - LIGHT 2 STO RAG I8xI1 i i ERV-1 1'�El.L JOHN CONDON PC PLUMBING - - - s - 18x11 i i EQUIPMENT IN 1755 SIGSBEE ROAD THIS AREA , I MARTMUCI, NY 11952 18x45" SUPPLY DUCT I�f T 8318.1986 I I 14x14 EQUIPPMENt IN � UH-2 .29------ Q / UP TO 1ST FLR Ox 0 I I LIGHTING DESIGNER: RASH 8 12 OA TOP THIS AREA----\ 00 10x6 , i 10x10 OA x 8 12 EA BOTTOM L �/ L'OBSERVATOIRE INTERNATIONAL /- - 120 WALKER STREEr 24x12 LOUVER FOR ERV MUA-1 SURE 7E P EXHAUST AIR DISCHARGE - - � ILTER CASSETTE NEW YOM NY 10013 T 212 255 4483 IN-LINE PAN SILENCER ELECTRIC DUCT UNCONDITIONED HEATER TRASH ROOM �nF d� 071109 N 11-10-23 ISSUE FOR FILING (MEMMICAI) 10-26-23 ISSUE FOR FILING (PLUMBING RISER I I I 10-13-23 PROGRESS MEP I I i I I 1 ' I 07-11-23 PROGRESS MEMANICAL REDESIGN I 12-28-22 MEP PRELIMINARY PRICING SEr 1 2 3 4 5 6 7 8 9 10 1 1 12 13 CELLAR MECHANICAL CONSTRUCTION PLAN DRAWN BY: DD/wc/Bv DATE: NOVEMBER 10. 2023 SCALE:AS NOTED 1 CELLAR MECHANICAL CONSTRUCTION PLAN SCAM- 1/4. - M-301 . 00 38015 MAIN ROAD ORIENT, NY 11957 1 2 3 4 5 6 7 8 9 10 11 12 13 1 I 1 I 1 I 1 1 1 1 I I I CONSTRUCTION NOTEE): 1 I 1 1 1 I I 1 I i I I 1 p t��fl OALL DUCT SIXES SHOWN REPRESENT INSIDE CLEAR DIMENSIONS. ALL SUPPLY AND RETURN DUCTS TO BE WRAPPED WITH 2" INSULATION OR LINED WITH 15" DUCT LINING TO MEET 2020 NYS ENERGY CODE. --------------------, T I up I I I A ------ 0 0 ------ A I I I I -------------------------------------------------- I I I I I I I I I I I I I I 41 18X4 " suPP Y LB-C E i-----------6--------------------------------------i LDUcT 1'-0" ------ I I BATHROOM 0114 BELOW ZOOM WALL 65 SQ FT. BAIMBO s:(250) BEDROOM �'113 � I I WARARD 1 1� BEDROOM 1 220 SQ.FT. EDI WARMBOARD - -------------------------------------------------- -------------------------- " Y LIVING DINING RM. i DUCT FROM 835 SQ FT. I BELOW 0 6 WAR _ WLL MBOARD i � H:1100) FAMILY ROOM F ------ 77= 00 Sa FT. 9x6 HUMIDIFICATION ------ WARMBOARD L5-A UCT FROM BELOW - - - - - - -- - - _ - ----------------------------- ------------------------------------------------- ------------------------------------__-_--_---------------------------------- - _ _--!I 12x " EXHAUST 11 011 --- - i WALL I DUCT BELOW ---_-- G ` I I LB-D _ LB-D----- -- EXa50) LB-C LB-D I ENTRY �_ �� 1_ �� ELEV.1 I I I I �..�,� 16 1 6 i 190 so. T. FLOOR FLOOR �I FLOOR LB-D I WA ARD �.,�,-�8:(200) 8:(200) I 8:(500) i - -- 1 " I _. .� -- - --------- I + i L LB-D FLOOR 1'-0" 1'-0" - ' ---------------------------------------------------------------------------- -� 1'-0" Sa500) FLOOR FLOOR I 16x45" RETI�i�I r _----- FLOOR H•(100) H:(100) a LB=D-- I INATE WITH DUCT FRO_MIlBELOW I + I 1'-0" I 7/ PLUMBING IN THIS AREA I 18x45" RE1t.tt�l FLOOR 9x6 HUMIDIFICATION STAIR CURTAIN TRACK DUCT FROM BELOW H:(i00) I POWJDER ROOM "109 DUCT FROM BELOW 30x6 SUPPLY LB-D 1 1 1 'I _....:.. . ._A__�___ -.-__ -_ _ _ i i 50 :Sa FT. DUCT FROM BELOW 10'-011 HALLWAY 1 JAY LB-D � + 3 -9 i DINING i WARMBOARD FLOOR:(800) - - - �� `- LOORI s:(500) i ROOM i ENTRY LB-A r -- --- ----xKD I I I I I --- = I W4Y 103 101 -__1�_-0��- � I - r"� HALL CUSTOM WALL I C_______________= = "` 220 Sa i ruf>1 x14 KITCHEN i 15" HIGH EX:l25) i II ___ _ I -----�-- WARM" � " EHAUST DUCT , I DIFFUSER14 -0 LONG x 0 -2 HICxHI TO ROOF I LIVING I 11 ` 1 1 PC)W )L ' -__ c - OPENING IN MILLWORIK TOEKICK JONATHAN SCHLOSS /ARCHITECT FOR MAKE-Ut`' AJR SUPPLY i ! �----� ROOM i WALL "' M I -�' I' _-- -- v�._._ 102 �- IM FLOOR AY -- . NEW YOM NEW YORK 10007 I KITCHEN HOOD W TH I�' I I L _ ___ ___ REMOTE BLOWER N l 1 1 _ ; I - - - - _ i I i T 212 213 5540 i I I I I 30x6 RETURN DUCT i_ I I I __ _-.___ I LB-C F 212 202 7935 I ! � I I COAT I FROM BELOW , -011 ',LOSEI f w N + WALL STRUCTURAL ENGINEER: bx6 EXHA k DUCT „ I,I 108 G; 6x5 RETURN SILMAN KITCHEN I I LB-D i FROM BELOW DUCT BELOW :(400) o?x5" Pi I _-__ bx4 EXHAUST DUCT -- - --- ---- H I DUCT FROM BELOW 32 OLD SLIP, 10TH FLOOR J ------ 480 SQ FT. ------------------------- ----16'-6"------------------------------------ FROM BELOW LB-C ------ v NEW YOW, NEW YORK 10005 WARI'1B0„4RD -- KITCHEN R(i800) 8x4 SUPPLY DUCTFLOOR 4 -011 T 212 6207970 _—_--- I 10f LB-D LB-D -r FROM BELOW WALL --- K 18x1 UP SIR DUC 31_9�� - Ra400) {� U FROM BELOWi � FLOOR � � FLOOR ' 4 0 uP — _ I 1 ,U r— N:l100) 8:1500) i�; CLOS SUN i LAUNDRY 0115 MECHANICAL ENGINEER - L� exro I 55 SG2. FT, JMV ENGINEERING w_mlwr i �s -.. ----------------------------- FROM_ __�_ ------- _ - 18 __ AD I WARMBOARD 37 WEST 39TH STREET o ! --- _- k�- __ 18x45" TUI*4 surtE 703 L — — — B - -DUCT- -BEL — — — NEW PORK, NEW YDRK 10018 _ --------- L .:}-cc ::-- :_ -6" �,'� i 12x45" EXHALI&T ------_ _ } r WALL - - DUCT FROM BELOW T 212 852 9855 14'-0" LONG x 0'-2" HIGH OPENING IN MILLWORKIL Ha100) -h n -- ----- -------- ------------------------ �' LB-A SCREEN �� r_ _________________ -- -- I LB-C �� 1'.0" LANDSCJIPE DESK.NIR LB-D TOEKICK FOR AC-1.1 RE'1U7^dd PORCH I 0 DIVIDER BETWEEN RETURN PLENUM WITH Wig I - -LB-D LB-D it BEDROOM 2 J 18x45 I WALL STARR WHITEHOUSE LANDSCAPE ARCHITECTS 1 1 g] FLOOR MAKEUP AIR AND MESH SCREEN BENEATH I ' 1'-6" 1'-6" 1 1 f WALL LDUCt FROM B L EX:(50) eo eRa� srizEEr S:(12 REETURN PLENUMS MILLWORK I FLOOR FLOOR 12x6 HUMIDIFICATION P_(250) _ - - ff SUITE 1700 —_.� --------------- ---- I - O __------ --8=1200)------------- 8:r200)-------- I � DUCT FROM BELOW 18X45" SUPPLY NEW YORK, NY 10004 T FROM BEL T 212 487 3272 Mu0 Roots 8x6 PP Y D M _ FROM BELOW BATHROOM _I - -- F ��; �:: Q. FT. + 120 � 117 ,, WAS BATHROOM ""I1Z CIVIL t]K;INt>1k �3REAKF,;S� _�__. ------ � - � WARMBOA R00I>1 ` 1 -� J WARMBOARD I El_EV.2 i C6 I I i ,. 18�45" sUPP�Y f 65 sGL FT. JOHN CONDON PC [ I �-� _DUCT"FROM BEL 1755 SKSBEE BOND ---------- MUD (� ------ i ROOM 1'-0" — ___—_—_ MATITIUCK, NY 11952 [1107 j I WALL — ' `+ T 831.298.1988 —�- LB-D I 8a250) i O i LB-D LB!-D BRE 4S i 2'-0" 1'-0" PLO + I LIGHTING DESIGNER - 200 .FT. I FLOOR ILOOR 8:050) i O L'OBSERVATOIRE INTERNATIONAL WA IARD 8:(250) ILE - Ha100 ' I ® 120 WALI(ER STREET U- L ITY & SUITE 7E P ------ i PANTRY I i ------- P NEW YORK, NY 10013 105 i I I T 212 255 4483 I I I I I I I I I I I I I I BEDROOM *916 -------------------------- 225 sQ. FT. Q ------ O WARMBOARD —-—-—- ( -•.N P M�Oyq� D� }:.4 : 07110g S StQt��' N 11-10-23 ISSUE F'OR FILING (MECHANICAL) 10-26-23 ISSUE FOR FILING (PLUMBING RISER) 1 i 1 I I 1 1 1 I 1 I i I 10-13-23 PROGRESS MEP I 1 I 1 1 1 I 1 I 1 1 1 I 07-11-23 PROGRESS MECHANICAL. REDESIGN I 1 I i 1 I 1 1 I 1 1 1 I 12-28-22 MEP PRELIMINARY PRICING SET 1 D2 ) 3 4 5 6 7 8 9 10 1 1 12 13 MAIN LEVEL MECHANICAL CONSTRUCTION PLAN DRAWN IT* W/WC/W CHECKED BY: JV DATE NOVEMBER 10, 2023 SCALE:AS NOTED 1 MAIN LEVEL MECHANICAL CONSTRUCTION PLAN M-302 . 00 SCALE: 1/4' - 1'-W 38015 MAIN ROAD ORIENT, NY 11957 9 10 11 12 13 CONSTRUCTION NCTE5: 0 ALL DUCT SIZES SHOWN REPRESENT INSIDE CLEAR DIMENSIONS. ALL SUPPLY AND RETURN DUCTS To BE WRAPPED WITH 2" INSULATION OR LINED WITH I5'11 DUCT LINING TO MEET 2020 NYS ENEIRGY CODE. 0 MASTER DECK i� DN BATHROOM 0208 65 Sa FT. WAIRMOARD -—-—-— -------- —-—-—-—oc II MASTER BED 530 so. FT. WAF4150ARD LB-c BATH ROOM I,-oil BEDROOM 020-1 6" CONTIN GRILLE MASTER LB-A 2=0 8 WALL BEDROOM 260 SOL FT. tIOUS w�L 13LANK-OFF. SEE DETAIL BEDROOM 6:(250) 207 WAF4*WARD 2=01 I8X45" SUPPLY—) 1_13-5 H:(200) IDur-�_JFROM BELOW 01-g'11 WALL LB-A LB-A 41- r--------------------------------------------------------------------------------------- WALL WALL 5XII& HUMIDIFICATION ------ R.(240) UCT FROM BELOW 7X:(50) 12x EXHAUST ------ I WALL DUCT BELOW LB-c LB-A 1 21-011 ELEV.1 IWALL I'lx'l I Ii X, I�_j - _1 J_ �.......R:r it 7 )RESIST !G &X4 CEIL 4G --------- ------------------------ -------------------------------------------------------------------------------------- ROOt --------------------- - --------------- [?=02 4xA LK ------ ISX4B" I;MTU*� _N_ I'lx-i 24x'1 DUCT FROM BELOW D HALLWAY c3xro 20XI L 1"21 SIX& HUMIDIFICATION DUCT FROM BELOW HALLWA 300 wA1oi5cAFevl MASTER BATH vb5_SQ.Q---- ---- EAST o WARM6 F;c DECK EX T 0 b WALL A 1 240 DU T*� BE JONATHAN SCHLOSS)ARCHITECT 277 BROADWAY LB-A For I MH FLOOR - --- ---- NEW YOM NEW YORK 10007 RETURN DUCT CEILING - - i T 212 213 5W 5 BE w I EX:(2D) LB-A FRO I =1: 9 TF_ F 212 202 7935 EXHAUST ----- I /_ SKYLIGHT LB-C FRi BELOW I 1 ABOVE 2 STRUCTURAL ENGINEER: 647" MTUFN--\ WALL _j DUCT =ROM BELOW \ I S:(400) —.3rox5" SUPPLY SILMAN ------ POSITION OUT OF: SIGHT __j DUCT FROM BELOW FROtj CLEAR STORY ILI -------------- -1 - 32 OLD SUP, I OTH FLOOR L5 C —-—-—- NEW PORK, NEW YORK 10005 1- 11 - I LAUNDRY 020S ISX(o RETURN P T 4 0 55 Sa FT. T 212 620 7970 K -------- CLOSET I � L o zzl= Fml I � .0o WARI'OSOARD -------------------------- FROM BELOW WALL STUDY R. K L5- 44- Uf (400) 51 1 U MECHANICAL ENGINEER: 7A,e-u.r :d uow RK :8K r r LW7 -NE —ILE 4 4 STUDY 0 29,0 SOL FT. JMV ENGINEERING AD f Lv/ WARMOARD 6" CONTINUOUS GRILLE p, vemo-ol) -o� / .— 0 37 WEST 3M STREET i ISX42," RETURN ------ --------------------------------------------------------------- ------------ -------------------------------------------- BLANK-OFF. SEE DETAIL ! I — - — I' I Lh 1"4 RY DUCT FROM BELOW SUITE M 0 NEW YOM NEW YORK 10018 ISX42, 12X42o" EXHAUST L5-5 WALL 5-0 - DUCT FROM BELOW T 212 852 9855 1-9,11 Oil 0 WALL W LB-A 1-1:000) L5-5 R.(250) DESIGNED4, 2111 BEDROOM 0 WALL STARR WHITEHOUSE LANDSCAPE ARCHITECTS WALL F2_701 EX:(r2o) \_12xro HUMIDIFICATION 80 BROAD STREET DUCT FROM BELOW SUPPL*1 SUITE 1700 io 1'-oll NEW YORK, NY 10004 Iaxro SUPPLY DUCT B/RUC'-'T)CM,,R9M BE WALL T 212 487 3272 FROM BELOW F2 131 S:(250) BATHROOM 0213 CIVIL ENGINEER: L------------------------- 1 65 Sa FT. JOHN CONDON PC WARMOARD 1755 SIGSBEE ROAD MATITTUCK, NY 11952 T 631298.1M LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET ———--- ------------ SUITE 7E -------------------------------------------------------------------- 5EDROOM 0210 NEW YORK, NY 10013 230 Sa FT. T 212 255 4453 WARM50AFZD L- -------- I —------ — -——————————— --———————————————— _j 0 c^1 A 4e, 0;111 flcj FPS StOty 11-10-23 ISSUE MR RUNG (MW"01.) 10--26-23 ISSUE MR RUM (PLUMBING RISER) 10-13-M PROGRESS MEP 07-11-M PROGRESS MECHANICAL REDESIGN 12-28-22 MEP PRELIMINARY PRICING SET 1 2 3 4 5 6 7 8 9 10 1 1 12 13 UPPER LEVEL MECHANICAL CONSTRUCTION PLAN DRAWN BY. W/Wc/ov CHECKED BY: JV DATE NOVEMBER 10, 2023 SCALE'AS NOTED UPP ER LEVEL �E�CHAN�ICAL�CONS�TRU�CTION�PLAN� L M-303 . 00 38015 MAIN ROAD ORIENT, NY 11957 1 2 3 4 5 6 7 8 9 10 1 1 12 13 I 1 I 1 I ft1 I I I{1 1 I I I 1 1 I I 1 II I I I 1 II{ I I 1 1 1 I 1 I 1 I I 1 I I I I I q I I i f I� , i I I I i MAIN LEVEL TRELLIS -"-_-_- - 00 i j ----- 00 Ff-- — — ---------------------------------------------- ----------------------------------- i ------- F , G I LINE OF FASCIA i i -------------------------------------' --'� Ir - -- ------------------------------------- --------------------------------- I I I I I I ! I I LINE OF WALL BELOW I I i I I i I I I I I I ! I I SLOPE I"/FT -- i I I I I I I I I JONATHAN SCHLOSS ARCHITECT I 277 BROADWAY FIREPLACE FLUE i SKYLIGHT PER 13TH FLOOR I I I SPEC NEW YORK, NEW YORK 10007 SLOPE J"/FT i T 212 213 5545 LINE OF WALL i _ F 212 202 7935 I BELOW I STRUCTURAL ENGINEER: INTINTERNAL GUTTER i 4„ VTR SLOPE: "' 10' i 00KITrH // SILMAN RK ; �- __ __ _-------- EXNAUSt AN 4" _ _ - 32 OLD SUP, IWH FLOOR VTR RK,NEW YO NEW YORK 10005 ON LOW ROOF EX+�AUBT 212 620 MO ------ i OUTLETS n ------ 0 OK I — r MEOHANICAL ENGINEER: -"Zo 4 VTR 4„ VTR JMV ENGINEERING 37 WEST 3M STREET I SUE 703 -- --- NEW YORK, NEW YORK 10018 T 212 $52 9855 I! I 00 I I I LANDSCAPE DESIGNER: it I II I! STARR WHITEHOUSE LANDSCAPE ARCHITECTS II j 80 BROAD STREET II I I I SUITE 1700 I ------ i i i - 4" VTR ------- NEW NY 10004 487 T 212 487 3272 II I I I I -- II I I I CIVIL ENGINEER: I SLOPE "/FT JOHN CONDON PC it I j 1755 SKSBEE ROAD FIREPLACE MATTRIK:K, NY 11952 N ------ FLUE 3" BOILER EXHAUST FLUE - ------ T 831.298.1988 'I I MAIN LEVEL - II TRELLIS BELOW UC*MNG DESIGNER. II ; 3" BOILER COMBUSTION AIR INTAKE DOWN O L'OBSERVATOIRE INTERNATIONAL 120 WALKER MEET •\ I I I SUITE 7E II ------ _ I I I � - ----"- NEW YORK, NY 10013 II II i ---- II i II i II II II MAIN LEVEL , NF�y TRELLIS BELOW ¢ IGyy,� 0 LINE OF BUILDING FACADE BELOW ep .t l0T 110a 'r S 11q; N 11-10-23 ISSUE FOR RUNG (MECHANICAL) 10-26-23 ISSUE FOR RUNG (PLUMBING RISER) I I 10-13-23 PROGRESS MEP 1 1 I 1 1 1 I I 1 I 1 I I ( ( 07-11-23 PROGRESS MECHANICAL REDESIGN 1 I I I 1 I I 1 I I 1 1 1 12-28-22 MEP PRELIMINARY PRICING SET 1 2 3 4 5 6 7 8 9 10 1 1 12 1 3 ROOF MECHANICAL CONSTRUCTION PLAN DRAWN BY: DD/WC/BV CHI BY: Jv DATE: NOVELIBER 10, 2023 SCAM'AS NOTED 1 ROOF MECHANICAL CONSTRUCTION PLAN M-304 . 00 SCALE: 1/4' - 1'-0' GRAPHIC SYMBOL LEGEND BUILDING CODE BUILDING INFORMATION - - DRAWING LIST 38015 MAIN ROAD _.� -- -" - ." 11 ORIENT, NY 11957-1163 SECTION 303 HABITABLE ROOMS-DAYLIGHT AND VENTILATION: SECTION R311 MEANS OF EGRESS ZONING SURVEY MASTER BEDROOM ROOM NAME BUILDING PERMIT SURVEY: 1 OF 3 R303.1 HABITABLE ROOMS DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS IN ACCORDANCE WITH THIS SECTION. R312.2.1 WINDOW SILLS IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE BUILDING PERMIT SURVEY: 2 OF 3 SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL WINDOW OPENING IS LOCATED LESS THAN 24 INCHES 610 MM THE MEANS OF EGRESS MAP REFERENCE SCTM N0. 1000-15-2-15.8 M 28 1 ROOM NUMBER ( ) ABOVE THE FINISHED FLOOR AND STORMWATER MANAGEMENT CONTROL PLAN: 3 OF 3 HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE DWELLING TO THE REQUIRED GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. THE REQUIRED EGRESS DOOR ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE COUNTY TAX MAP NO. DISTRICT 1000, SECTION 15, BLOCK 02, LOT 6 123 DOOR NUMBER SKYLIGHTS, DOORS, LOUVERS OR OTHER SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC FOLLOWING: OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) ARCHITECTURE WINDOWS, SKYLIGHTS, DOORS, LOUVERS OR: OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. WAY. SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH CONSTRUCTION TYPE: Type V T-001 GENERAL NOTES + LEGEND <�>__ PARTITION TYPE CONTROLLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL BE R311.2 EGRESS DOOR NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH ASTM F2090. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT T-002 ZONING ANALYSIS NOT LESS THAN 4 PERCEIJT OF THE FLOOR AREA BEING VENTILATED. DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL PROVIDE A CLEAR WIDTH COMPLY WITH SECTION R312.2.2. ZONE: R-80 T-003 ENERGY: RESCHECK OF NOT LESS THAN 32 INCHES (813 MM) WHERE MEASURED BETWEEN THE FACE OF THE DOOR EXCEPTIONS: AND THE STOP, WITH THE DOOR OPEN90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF THE DOOR R312.2.2 WINDOW OPENING CONTROL DEVICES WINDOW OPENING CONTROL DEVICES SHALL COMPLY DM-001 SITE DEMOLITION PLAN REVISION NUMBER OPENING SHALL BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP WITH ASTM F2090. THE WINDOW OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE HEIGHT LIMIT: 2 STORIES 35'/25' ABV. AVERAGE EXIST. GRADE THE GLAZED AREAS NEED NOT OPENABL WHERE THE OPENING IS NOT REQUIRED BY SECTION OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER DOORS SHALL NOT BE REQUIRED TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR A-001 SITE PLAN R310 AND AWHOLE-HOU:�E MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH COMPLY WITH THESE MINIMUM DIMENSIONS. EGRESS DOORS SHALL BE READILY OPENABLE FROM OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. PROPOSED BLDG HEIGHT: 24' - 9" ABV. AVERAGE EXISTING GRADE YA DETAIL NO. SECTION M1505. INSIDE THE DWELLING WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. A-100 CELLAR FLOOR PLAN SECTION R314 SMOKE ALARMS AND HEAT DETECTION SEE DIAGRAMS 4,5,6 /T-002 A-101 MAIN LEVEL FLOOR PLAN SECTION KEY THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS THERE SHALL BE A LANDING OR FLOOR ON A-102 UPPER LEVEL FLOOR PLAN ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AVERAGE ILLUMINATION OF 6 EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL BE NOT LESS THAN R314.1 GENERAL SMOKE ALARMS AND HEAT DETECTION SHALL COMPLY WITH NFPA 72 AND SECTION FRONT YARD SETBACK: 60'-0" A-103 ROOF PLAN SHEET N0. FOOTCANDLES (65 LUX) OVER THE AREA OIF THE ROOM AT A HEIGHT OF 30 INCHES (762 MM) THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION OF NOT LESS THAN 36 INCHES (914 MM) R314. ABOVE THE FLOOR LEVEL. MEASURED IN THE DIRECTION OF TRAVEL. THE SLOPE AT EXTERIOR LANDINGS SHALL NOT EXCEED IA-110 PARTITION TYPES DETAIL NO. 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT). R314.1.1 LISTINGS SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217.HEAT DETECTION SIDE YARD SETBACK: 20' - 0" MIN, 45'-0 BOTH SECTION R308 GLAZING SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL 539, AS APPROPRIATE FOR THE INTENDED A-300 EXTERIOR ELEVATIONS ELEVATION KEY R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS DOORS OTHER THAN THE REQUIRED APPLICATION.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN REAR YARD SETBACK: 75' - 0" A-301 EXTERIOR ELEVATIONS SHEET NO. R308.1 IDENTIFICATION EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT BE MORE THAN 7 j INCHES ACCORDANCE WITH UL217 AND UL 2034. (196 MM) BELOW THE TOP OF THE THRESHOLD. EXCEPTION: A TOP LANDING IS NOT REQUIRED R314.2 WHERE REQUIRED SMOKE ALARMS AND HEAT DETECTION SHALL BE PROVIDED IN LOT COVERAGE+ GSF: A-400 BUILDING SECTIONS 1 EXCEPT AS INDICATED IN SECTION R308.1.11 EACH PANE OF GLAZING INSTALLED IN HAZARDOUS WHERE A STAIRWAY OF NOT MORE THAN TWO RISERS IS LOCATED ON THE EXTERIOR SIDE OF THE ACCORDANCE WITH THIS SECTION. R314.2.1 NEW CONSTRUCTION SMOKE ALARMS SHALL BE A-401 BUILDING SECTIONS LOCATIONS AS DEFINED IN SECTION R308.4. SHALL BE PROVIDED WITH A MANUFACTURER'S DOOR, PROVIDED THAT THE DOOR DOES NOT SWING OVER THE STAIRWAY. PROVIDED IN DWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. A-402 BUILDING SECTIONS DETAIL N0. LOT SIZE: 6.9584 ACRES 4 DESIGNATION SPECIFYING WHO APPLIED THE: DESIGNATION, THE TYPE OF GLASS AND THE SAFETY R311.3.3 STORM AND SCREEN DOORS STORM AND SCREEN DOORS SHALL BE PERMITTED TO SWING BUILDABLE AREA LANDWARD OF CEHA A-304 2 INTERIOR ELEVATION KEY GLAZING STANDARD WITH WHICH IT COMPLIES, AND THAT IS VISIBLE IN THE FINAL INSTALLATION. ( ) 253,956 S.F A-403 BUILDING SECTIONS OVER EXTERIOR STAIRS AND LANDINGS. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, R314.2.2 ALTERATIONS, REPAIRS AND ADDITIONS EMBOSSED, OR BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING ALLOWABLE GROSS FL. AREA: LOTS IN EXCESS OF 200,000 S.F.: A-410 WALL SECTIONS SHEET N0. DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE MANUFACTURER'S DESIGNATION. DECK LANDING, DECK, BALCONY AND STAIR CONSTRUCTION AND ATTACHMENT EXTERIOR LANDINGS, R314.2.3 ATTACHED GARAGES HEAT DETECTION RATED FOR THE AMBIENT OUTDOOR TEMPERATURES A-411 WALL SECTIONS 3 DECKS, BALCONIES, STAIRS AND SIMILAR FACILITIES SHALL BE POSITIVELY ANCHORED TO THE 10,100 S.F. + 1% OF ANY ADDITIONAL LOT AREA PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES OR SHALL BE DESIGNED TO SHALL BE SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: -IN EACH 10,100 S.F. + 541 S.F. = 10,641 S.F. EXCEPTIONS: SLEEPING ROOM. -OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE A-610 ELEVATOR DETAILS DETAIL N0. BE SELF-SUPPORTING. ATTACHMENT SHALL NOT BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS BEDROOMS. -ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND SUBJECT TO WITHDRAWAL. PROPOSED GROSS FL. AREA: 8,247 G.S.F. A-611 FIREPLACE DETAILS FOR OTHER THAN TEMPERED GLASS MANUFACTURER'S DESIGNATIONS ARE NOT REQUIRED PROVIDED HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS DETAIL KEY THAT THE BUILDING OFFICIAL APPROVES THE USE OF A CERTIFICATE, AFFIDAVIT OR OTHER OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE SEE DIAGRAMS 1,2,3/T-002 R311.6 HALLWAYS THE WIDTH OF A HALLWAY SHALL BE NOT LESS THAN 3 FEET (914 MM). A-700 INTERIOR DOOR SCHEDULE SHEET NO. EVIDENCE CONFIRMING COMPLIANCE WITH THIS CODE. TEMPERED SPANDREL GLASS IS PERMITTED ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE A-710 EXTERIOR DOOR + WINDOW SCHEDULES TO BE IDENTIFIED BY THE MANUFACTURER 'WITH A REMOVABLE PAPER DESIGNATION. ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW ALLOWABLE LOT COVERAGE: 50,791.2 S.F. R311.7 STAIRWAYS THE UPPER LEVEL. -SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (914 MM) 20% OF 253,956 S.F. (R-80) A-711 EXTERIOR DOOR + WINDOW TYPES R308.4 HAZARDOUS LOCATIONS HORIZONTALLY FROM 'THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES 914 MM IN CLEAR WIDTH AT SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS STRUCTURAL DIMENSION LINE PROPOSED LOT COVERAGE: 10,877 S.F.; 4.3% ALLOWABLE ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM THE LOCATIONS SPECIFIED IN SECTIONS R3108.4.1 THROUGH R308,4.7 SHALL BE CONSIDERED TO HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING SECTION. SEE BUILDING PERMIT SURVEY, SHEET 1 OF 3 BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING. S-001 GENERAL NOTES TREADS AND LANDINGS, SHALL BE NOT LESS THAN 31 1 INCHES (787 MM) WHERE A HANDRAIL IS R314.3.1 INSTALLATION NEAR COOKING APPLIANCES SMOKE ALARMS SHALL NOT BE INSTALLED IN S-100 FOUNDATION PLAN - - - - HIDDEN OR REFLECTED LINE R308.4.1 GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A PARKING SPACES REQUIRED: 2 S-101 FIRST FLOOR FRAMING PLAN BIFOLD DOORS SHALL BE CONSIDERED TO IBE A HAZARDOUS LOCATION. SIDES. LOCATION REQUIRED BY SECTION R314.3. -IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED S-102 SECOND FLOOR FRAMING PLAN CENTER LINE LESS THAN 20 FEET (6096 MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING PARKING SPACES PROVIDED ENC : 3 S-103 ROOF AND POPUP FRAMING PLAN EXCEPTION: EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION APPLIANCE. -IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE ( ) S-301 SECTIONS GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER (76 MM) SPHERE IS UNABLE R311.7.10.1. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 INSTALLED LESS THAN 10 FEET (3048 MM) HORIZONTALLY FROM A PERMANENTLY INSTALLED S-401 DETAILS LOCATION TO PASS. FEET 8 INCHES (2032 SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE COOKING APPLIANCE. -PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 S-501 TYPICAL DETAILS ELEVATION KEY OF THE MEASURED VERTICALLY FROM THE LANDING OR PLATFORM ON THAT PORTION OF THE ELEVATION FEET (1828 PERMANENTLY INSTALLED COOKING APPLIANCE HORIZONTALLY FROM A R314.4 S-502 TYPICAL DETAILS R308.4.2 GLAZING ADJACENT TO DOORS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL STAIRWAY. INTERCONNECTION WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN S-503 TYPICAL DETAILS ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE ALARM DEVICES SHALL S-504 TYPICAL DETAILS CEILING TYPE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE THE FLOOR OR EXCEPTIONS: WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER THE BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL S-505 TYPICAL DETAILS WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES, THE FLOOR OPENING SHALL NOT OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF SMOKE S-506 TYPICAL DETAILS A 8'-0" CEILING KEY PROJECT HORIZONTALLY INTO THE REQUIRED HEADROOM MORE THAN 4 j INCHES (121 MM). ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL S-507 TYPICAL DETAILS WHERE THE GLAZING IS WITHIN 24 INCHES (610 MM) OF EITHER SIDE OF THE DOOR IN THE ALARMS SOUND UPO�J ACTIVATION OF ONE ALARM. HEIGHT OF B.O. PLANE OF THE DOOR IN A CLOSED POSITION. R311.7.3 VERTICAL RISE A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 CIVIL FINISHED CEILING A.F.F. INCHES (3835 MM) BETWEEN FLOOR LEVELS OR LANDINGS. R314.4.1 HEAT DETECTION INTERCONNECTION HEAT DETECTION SHALL BE CONNECTED TO AN ALARM SANITARY PLAN: 1 OF 2 WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES (3.14 RAD) FROM THE PLANE OF OR SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. ALARMS AND SMOKE ALARMS THAT SANITARY PLAN: 2 OF 2 THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610 MM) OF THE HINGE SIDE OF AN R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF ARE INSTALLED FOR THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION IN-SWINGING DOOR. THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES THAT WILL PROVIDE OCCUPANT NOTIFICATION. MEP SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. M-300 MECHANICAL SITE PLAN EXCEPTIONS: R314.5 COMBINATION ALARMS COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE M-301 MECHANICAL CELLAR PLAN NEW OR RELOCATED DOOR R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 8 1/4INCHES (209 MM). THE PERMITTED TO BE USIED IN LIEU OF SMOKE ALARMS. M-302 MECHANICAL FIRST FLOOR PLAN DECORATIVE GLAZING: RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE - M-303 MECHANICAL" SECOND FLOOR PLAN GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY R314.6 POWER SOURCE SMOKE ALARMS AND HEAT DETECTION SHALL RECEIVE THEIR PRIMARY - . - M-304 MECHANICAL ROOF PLAN WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND MORE THAN 3/8 INCH(9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE - - - -• . • THE GLAZING. THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM AND, WHERE PRIMARY' POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING P-501 PLUMBING RISER DIAGRAM I . WHERE ACCESS THROUGH THE DOOR IS T0i A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR THE VERTICAL. AT OPEN RISERS, OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR P-502 PLUMBING RISER DIAGRAM II LESS IN DEPTH. MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A OVERCURRENT PROTECTION. EXCEPTIONS: SMOKE ALARMS INSTALLED IN ACCORDANCE WITH •. _ 4-INCH-DIAMETER (102 MM) SPHERE. SECTION R314.2.2 SHIALL BE PERMITTED TO BE BATTERY POWERED. GLAZING IN THIS APPLICATION SHALL COMPILY WITH SECTION R308.4.3. ABBREVIATIONS EXCEPTIONS: THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS. R314.7.1 GENERAL FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS CODE AND . GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA72. SMOKE DETECTORS SHALL BE - . A/C AIR CONDITIONING JT JOINT LISTED IN ACCORDANCE WITH UL 268. • � . ADJ ADJUSTABLE MS MARBLE SADDLE R308.4.3 GLAZING IN WINDOWS R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 91NCHES (229 MM). THE TREAD R314.7.2 LOCATION SMIOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN 1 SC SOLID CORE MDF M ED.DENSITY.FIBER.BD. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST SECTION R314.3. CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE CLG CEILING NIC NOT IN CONTRACT GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY R314.7.4 COMBINATION DETECTORS COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL CONST CONSTRUCTION NTS NOT TO SCALE THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET (0.836 M2). MORE THAN 3/8 INCH (9.5 MM). BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS IN LIEU OF SMOKE DETECTORS, APPLICABLE BUILDING CODES: MATERIAL LEGEND . .. .. . . . CT CERAMIC TILE O.C. ON CENTER THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES 457 MM ABOVE THE FLOOR. PROVIDED THAT THEY ARE LISTED IN ACCORDANCE WITH UL 268 AND UL 2075. _" ( ) R311.7.5.3 NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES (914 MM) ABOVE THE FLOOR. CURVATURE AT THE NOSING NOT GREATER THAN 9 16 INCH 14 MM OR A BEVEL NOT GREATER SECTION R315 CARBOIN MONOXIDE ALARMS R315.1 GENERAL CARBON MONOXIDE ALARMS SHALL BE EQUIPMENT SHALL COMPLY WITH THE APPLCIABLE CODES LISTED BELOW: CON(- 1 POLISHED CONCRETE CL CENTER LINE PNTD PAINTED ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914 MM), MEASURED HORIZONTALLY / ( ) TOPPING - SLAB . DET DETAIL SH SHADE AND IN A STRAIGHT LINE, OF THE GLAZING.. THAN 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT PROVIDED IN ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. SECTION - - MORE THAN1-1/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING R316 FOAM PLASTIC IR316.1 GENERAL THE PROVISIONS OF THIS SECTION SHALL GOVERN THE ZONING ORDINANCE: CONC-2 ARCHITECTURAL CONCRETE DW DISHWASHER PLYWD PLYWOOD R308.4.4 GLAZING IN GUARDS AND RAILINGS PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH MATERIALS, DESIGN, APPLICATION, CONSTRUCTION AND INSTALLATION OF FOAM PLASTIC MATERIALS. (9.5 MM) WITHIN A STAIRWAY. TOWN OF SOUTHOLD CHAPTER 280, AMENDMENT: L.L. NO. 16-2022 CONC-3 POURED-IN-PLACE CONCRETE DWG DRAWING REF REFRIGERATOR R316.2 LABELING AND IDENTIFICATION PACKAGES AND CONTAINERS OF FOAM PLASTIC INSULATION EXCEPTIONS: AND FOAM PLASTIC INSULATION COMPONENTS DELIVERED TO THE JOB SITE SHALL BEAR THE LABEL EF EACH FACE REV REVISION DECORATIVE GLAZING. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN OF AN APPROVED AGENCY SHOWING THE MANUFACTURER'S NAME, THE PRODUCT LISTING, PRODUCT BUILDING CODE: CONC-4 PRE-CAST PAVERS EQ EQUAL SIM SIMILAR TO WHERE GLAZING IS ADJACENT TO A WALKING SURFACE AND A HORIZONTAL RAIL IS INSTALLED 34 11 INCHES (279 MM). IDENTIFICATION AND INFORMATION SUFFICIENT TO DETERMINE THAT THE END USE WILL COMPLY WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE TO 38 INCHES (864 THE REQUIREMENTS. EXIST EXISTING S.S. STAINLESS STEEL TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A R311.7.6 LANDINGS FOR STAIRWAYS THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND CONC-5 TBD \ ETR EXISTING TO REMAIN TBD TO BE DETERMINED ( / ) BOTTOM OF EACH STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE ENERGY CONSERVATION CODE: - HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT 730 N M WITHOUT CONTACTING THE GLASS R316.3 SURFACE BURNING CHARACTERISTICS UNLESS OTHERWISE ALLOWED IN SECTION R316.5, NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED. FOR LANDINGS OF SHAPES OTHER THAN ," C,B- 1 CEMENT BOARD: SOFFIT FIN FINISH ED) TYP TYPICAL AND HAVE ACROSS-SECTIONAL HEIGHT OF NOT LESS THAN INCHES (38MM). SQUARE OR RECTANGULAR, THE DEPTH AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT FOAM PLASTIC, OR FOAM PLASTIC CORES USED AS A COMPONENT IN MANUFACTURED ASSEMBLIES, 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ( OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHERE THE LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. USED IN BUILDING CONSTRUCTION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 FF FINISH FLOOR W/ WITH BOTTOM EDGE OF THE GUESS IS25 FEET (/7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE AND SHALL HAVE A SiMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHEN TESTED IN THE - FEMA FLOOD MAP GRV- 1 GRAVEL: ROOF- TDB SURFACES OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE NOT LESS THAN 36 INCHES (914 MM). MAXIMUM THICKNESS SAND DENSITY INTENDED FOR USE IN ACCORDANCE WITH ASTM E84 OR UL _ FLR FLOOR VIF VERIFY IN FIELD ADJACENT TO THE GLASS EXTERIOR. 1 723. LOOSE-FILL-TYPE FOAM PLASTIC INSULATION SHALL BE TESTED AS BOARD STOCK FOR THE GRV-2 GRAVEL: DRIVEWAY - TBD GWB GYPSUM WALL BOARD WD WOOD EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX. EXCEPTION: FOAM PLASTIC INSULATION SCALE: NTS R308.4.4 GLAZING IN GUARDS AND RAILINGS STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE,PROVIDED THAT A DOOR DOES NOT SWING MORE THAN 4 INCHES (102 MM) THICK SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN FEMA NOTE: BUILDING IS NOT IN A FLOOD ZONE AS PER FEMA MAP 36103CO067H HDWD HARDWOOD OVER THE STAIRS. R311.7.7 STAIRWAY WALKING SURFACE THE WALKING SURFACE OF TREADS AND 75AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED AT A THICKNESS OF MTL- 1 EXTERIOR RAILINGS: GALVANIZED STEEL, FIELD \IPAINT GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES NOT MORE THAN 4 INCHES (102 MM), PROVIDED THAT THE END USE IS APPROVED IN JONATHAN SCHLOSS/,`` . ,.,1! i\C NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE HORIZONTAL (2-PERCENT SLOPE). ACCORDANCE WITH SECTION R316.6 USING THE THICKNESS AND DENSITY INTENDED FOR USE. lr�. � MTL-3 EXTERIOR STAIRS 277 BROADWAY SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. Z,4'1, -- .'e. ' •, 13TH FLOOR R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH R316.4 THERMAL BARRIER UNLESS OTHERWISE ALLOWED IN SECTION R316.5, FOAM PLASTIC SHALL 10&,-° 'E`A;WC MTL-3 INSECT SCREEN, TREATED, MARINE GRADE NEW YORK, NEW YORK 10007 GENERAL NOTES R308.4.4.1 STRUCTURAL GASS BALUSTER PANELS: FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. BE SEPARATED FROM THE INTERIOR OF A BUILDING BY AN APPROVED THERMAL BARRIER OF NOT ,„,�_' � : „ � * !' .k^. T 212 213 5546 GUARDS WITH STRUCTURAL GLASS BALUSTER PANELS SHALL BE INSTALLED WITH AN ATTACHED TOP LESS THAN 1/2-INCH (12.7 GYPSUM WALLBOARD, 23/32-INCH (18.2 MM) WOOD STRUCTURAL r- "°° ; ._ - ` r 1#0MTL-4 TBD RAIL OR HANDRAIL. PANEL OR A MATERIAL THAT IS TESTED IN ACCORDANCE WITH AND MEETS THE ACCEPTANCE .,.�• _., I I ,I"�� F z1z zoz 7s35 R311.7.8.1 HEIGHT HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING " ` •_. % ., 1. THE CONTRACTOR SHALL IT THE SITE TO REVIEW & SURVEY THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES CRITERIA OF BOTH THE TEMPERATURE TRANSMISSION FIRE TEST AND THE INTEGRITY FIRE TEST OF `.. , { '-, ', . `_`.r EXISTING CONDITIONS TO FULLY UNDERSTAND THE SCOPE OF THE TOP RAIL OR HANDRAIL SHALL BE SUPPORTED BY NOT LESS THAN THREE GLASS BALUSTER 864 MM AND NOT MORE THAN 38 INCHES 965 MM NFPA 275. R316.5 SPECIFIC REQUIREMENTS THE FOLLOWING REQUIREMENTS SHALL APPLY TO .•,„,,.:VE ,' I °.... °, . MW-1 BALTIC BIRCH PLYWOOD STRUCTURAL ENGINEER: =r THE WORK. PANELS, ( ) ( ). THE USE OF A VOLUTE, TURNOUT OR OR SHALL BE OTHERWISE SUPPORTED TO REMAIN IN PLACE SHOULD ONE GLASS STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. WHERE HANDRAIL FITTINGS OR THESE USES OF FOAIw1 PLASTIC UNLESS SPECIFICALLY APPROVED IN ACCORDANCE WITH '''I'�` ,. r >':.t . SILMAN BALUSTER PANEL FAIL. BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT SECTIONR316.6 OR BY OTHER SECTIONS OF THE CODE OR THE REQUIREMENTS OF SECTIONS �,, I ." t 1 , MV-2 BULTHAUP ALPINE WHITE MATTE LACQUER 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND INFORM WINDER TREADS THE TRANSITION FROM HANDRAIL TO GUARD OR USED AT THE STAR OF A R316.2 THROUGH R3116.4 HAVE BEEN MET. R316.5.1 MASONRY OR CONCRETE CONSTRUCTION THE '",,.�•* 7TM ,a,� '• 32 OLD SLIP, LOTH FLOOR ARCHITECT OF ANY CONDITIONS THAT MAY AFFECT DEMOLITION EXCEPTION: AN ATTACHED TOP RAIL OR HANDRAIL IS NOT REQUIRED WHERE THE GLASS BALUSTER ' ' T THERMAL BARRIER SPECIFIED IN SECTION R316.4 IS NOT REQUIRED ►N A MASONRY OR CONCRETE �4 • *.� - ` ' q . . - - NEW YORK, NEW YORK 10005 AS SHOWN ON THE DRAWINGS. PANELS ARE LAMINATED GLASS WITH TWO OR MORE GLASS PLIES OF EQUAL THICKNESS AND OF FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 WALL FLOOR OR ROOF WHERE THE FOAM PLASTIC INSULATION IS SEPARATED FROM THE INTERIOR �1': , ,a. , MV 3 PAINT GRADE PLYWOOD THE SAME GLASS TYPE. INCHES (956MM). OF THE BUILDING BY NOT LESS THAN A 1-INCH (25 MM) THICKNESS OF MASONRY OR CONCRETE. ` "`¢ r z12 s2o 7s7o " I MV-4 LAMINATE 3. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEW ,� R308.4.5 GLAZING AND WET' SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR R311.7.8.2 HANDRAIL PROJECTION: HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES (114 R316.5.2 ROOFING THE' THERMAL BARRIER SPECIFIED s.,.� .~,•, r MECHANICAL ENGINEER: CONSTRUCTION AND INFORM ARCHITECT OF ANY CONFLICTS MM IN SECTION R316.4 IS NOT REQUIRED WHERE ,,, 2 ` ' j :• FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR ) ON EITHER SIDE OF THE STAIRWAY. THE FOAM PLASTIC INI A ROOF ASSEMBLY OR UNDER A ROOF COVERING IS INSTALLED IN I" ,.x!IF��� STONE-1 CCS STONE GLASSOS CRYSTAL WHITE POLISHED JMVENGINEERIN BEFORE DEMOLITION BEGIN. SEED 001: SITE DEMOLITION PLAN. OR OUTDOOR SWIMMING POOLS WHERE THE: BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS EXCEPTION: WHERE NOSINGS OF LANDINGS, FLOORS OR PASSING FLIGHTS PROJECT INTO THE "" .�*r` r' ��' :> '` K g "; .: 'j4l)yj-�r,�s G ACCORDANCE WITH THIE CODE AND THE MANUFACTURERS INSTRUCTIONS AND IS SEPARATED FROM 4 - _r I STAIRWAY REDUCING THE CLEARANCE AT PASSING HANDRAILS, HANDRAILS SHALL PROJECT NOT Zane"E �"o `A^ " 37 WEST 39TH STREET 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND THAN 60 INCHES (1524 MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE THE INTERIOR OF THE' BUILDING BY TONGUE-AND-GROOVE WOOD PLANKS OR WOOD STRUCTURAL - ,- " : �>.. STONE-2 BULTHAUP COUNTERTOPS BY GC SAME - SHALL BE CONSIDERED TO BE A HAZARDOUJS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING MORE THAN 61/2 INCHES (165 MM) INTO THE STAIRWAY, PROVIDED THAT THE STAIR WIDTH AND A ;� ,.-,, '., ° ,, ".,> . '_ s0. AS STONE-1 SUITE 703 INSPECTIONS AND PAY ALL FEES. HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. PANEL SHEATHING, IN ACCORDANCE WITH SECTION R803, THAT IS NOT LESS THAN 15/32 INCH - _ r ' ' ' ~- emu, �'h _. NEW YORK, NEW YORK 10018 AND EACH PANE IN MULTIPLE GLAZING. - . 5. THE WORK SHALL CONFORM WITH THE CURRENT EDITIONS OF (11.9 MM) THICK BONJDED WITH EXTERIOR GLUE, IDENTIFIED AS EXPOSURE 1 AND WITH EDGES 01 , _ ,� r �. ,, I STONE-3 ALTERNATE SOLID SURFACE SUPPORTED BY BLOCIKING OR TONGUE-AND-GROOVE JOINTS OR AN EQUIVALENT MATERIAL. THE " "'i," I �:- . . I^` ' - I , ..-�" r 212 Bs2 sass THE FOLLOWING EXCEPTION: GLAZING THAT IS MORE THAN 6i0 INCHES (1524 MM), MEASURED HORIZONTALLY AND R311.7.8.3 HANDRAIL CLEARANCE HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT SMOKE-DEVELOPED INJDEX FOR ROOF APPLICATIONS SHALL NOT BE LIMITED. `''4 J. y' ` >. :;.' 1, - I - - " " �' "` a LESS THAN 11 2 INCHES 38 MM BETWEEN THE WALL AND THE HANDRAILS. r l .,I m# ,,":,E TILE-1 TBD - NEW YORK STATE RESIDENTIAL BUILDING CODE - AS IN A STRAIGHT LINE, FROM THE WATERS EfDGE OF A BATHTUB, HOT TUB SPA WHIRLPOOL OR / ( ) *-� r r .i '�'v ; igs, `s ,. �q, g �, .m r - 1 . - ,., ,� LANDSCAPE DESIGNER: AMENDED AND ALL OTHER APPLICABLE LAWS. SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GLAZING WHERE MISCELLANEOUS ''_e s''"` -" .e. . t - OTHER REGULATIONS STATED AND IMPLIED IN THE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES 914 MM ABOVE THE R311.7.8.4 CONTINUITY HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, " .. " : -`o " I -''* V��VOOD-1 1 X 6 IPE DECKING HIDDEN F STARRWHITEHOUSELANDSCAPEARCHITECTS ( ) FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE t � � . -.* r r d FASTENERS SPECIFICATIONS AND DRAWINGS. PLANE OF THE ADJACENT WALKING AND A HORIZONTAL RAIL IS INSTALLED AT 34 TO 38 INCHES R319.1 ADDRESS IDENT'fIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS "' w� w .!yt. ° h ,. : _;. . . " .;;:. .. ,s . ,, , 80 BROAD STREET LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN IDENTIFICATION. T ADDRESS " �'•A i `' -'�� � �'°'' '- .»,_," w ''F'" " ' ' °; r` ` ? " '' `"" ' '- SUITE 1700 NEWEL POSTS OR SAFETY TERMINALS. HE L ESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT , , -,,. I WOOD-2 DINESEN: DOUGLAS FIR / ENGINEERED / x 8 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL • :� '. "•,,`. 'r EXCEPTIONS: WHERE GLAZING IS ADJACENT TO A WALKING SURFACE (864 TO 965 MM) ABOVE THE IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION �- - ."I ter;,. r. .�- ., 1 r ,,- � -'t . M..� .,°.2` � NEW YORK, NY 10004 DIMENSIONS ARE TO FRAMING UNLESS OTHERWISE NOTED. WALKING SURFACE. THE RAIL SHALL BE CAPPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 CHARACTERS SHALL CcONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC s* " ' y :- `- t a I , *411, 0.0� I ., EXCEPTIONS: HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST T 212 487 3272 POUNDS PER LINEAR FOOT (730 N/M) WITHOUT CONTACTING THE GLASS AND HAVE A AT A TURN IN A FLIGHT WITH WINDERS, NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER 7. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL AT A LANDING OR OVER THE LOWEST TREAD. A VOLUTE WOOD-3 SIDING: ReSawn: WASHOE EQUIPMENT. CROSS-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES (38 MM). GLAZING 36 INCHES (914 TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST TREAD. SHALL BE NOT LESS 'THAN 4 INCHES (102 MM) IN HEIGHT WITH A STROKE WIDTH OF NOT LESS MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. R308.4.7 GLAZING CIVIL ENGINEER: THAN 0.5 THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL 8. IT SHALL BE THE GENERAL CONTRACTOR'S AND EACH ADJACENT TO THE BOTTOM STAIR LANDING iGLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF R311.7.8.5 GRIP SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR INCH (12.7 MM). WHEIRE REQUIRED BY APPROVED LOCATIONS TO FACILITATE EMERGENCY WOOD-4 FASCIA: WOOD - TBD JOHN CONDON PC SUB-CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL A STAIRWAY WHERE THE GLAZING IS LESS 1THAN 36 INCHES (914 MM) ABOVE THE LANDING AND PROVIDE EQUIVALENT GRASP ABILITY. RESPONSE. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS 1755 SIGSBEE ROAD WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC LESS THE BOTTOM TREAD NOSING SHALL BE TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT CANNOT BE VIEWED FRROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS WOOD-5 TRELLIS: WOOD - TBD MATTITUCK, NY 11952 APPLICABLE LAWS, RULES, CODES, AND REGULATIONS FOR THE CONSIDERED TO BE A HAZARDOUS LOCATION. THAN 180 DEGREES (3.14 RAD) FROM (SEE FIGURE LESS THAN 11/4 INCHES (32MM) AND NOT GREATER THAN 2 INCHES (51 MM). SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. PROTECTION OF WORKMEN, PUBLIC, AND PROPERTY. T 631.298.1986 R308.4.7.) N1103.4.1 PIPE INSULA-TION. ALL SERVICE HOT WATER PIPING WITHIN 10 FEET 3048 MM OF 9. NO WORK SHALL COMMENCE UNTIL PLAN HAS BEEN APPROVED IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER OF NOT LESS THAN 4INCHES ( ) EXCEPTION: WHERE THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) AND A CROSS SECTION OF NOT MORE SERVICE WATER HEATIMIG EQUIPMENT SHALL HAVE A MINIMUM INSULATION VALUE OF R-4. SYSTEMS LIGHTING DESIGNER: AND PERMIT ISSUED BY THE BUILDING DEPARTMENT. THE PLANE OF THE GLASS IS MORE THAN 18 INCHES (457 MM) FROM THE GUARD. THAN 21/4INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 WITH DISTRIBUTION MANIFOLDS SHALL BE INSULATED BETWEEN SERVICE WATER HEATING EQUIPMENT L'OBSERVATOIREINTERNATIONAL AND THE DISTRIBUTION MANIFOLD OR 10 FEET (3048 MM), WHICHEVER IS LESS. IN ADDITION, THE 10. THE DEMOLITION AREAS SHALL BE LEFT IN A MM)' FIRST 5 FEET (1524 I'MM) OF COLD WATER PIPES FROM THE WATER HEATING TANKS SHALL HAVE A 120 WALKER STREET BROOM-CLEAN AND SAFE CONDITION AT THE END OF R308.3 HUMAN IMPACT LOADS INDIVIDUAL GLAZED AREAS, INCLUDING GLASS MIRRORS IN HAZARDOUS MINIMUM INSULATION WALUE OF R-2. P3103.1 ROOF EXTENSIONS. ALL OPEN VENT PIPES THAT SUITE 7E EACH DAY'S WORK. DEBRIS AND RUBBISH SHALL BE LOCATIONS SUCH AS THOSE INDICATED AS [DEFINED IN SECTION R308.4, SHALL PASS THE TEST TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A EXTEND THROUGH A E�OOF SHALL BE TERMINATED AT LEAST 12 INCHES (305 MM) ) ABOVE THE NEW PORK, NY 10013 REMOVED DAILY. REQUIREMENTS OF SECTION R308.3.1. GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL ROOF, EXCEPT THAT VI'VHERE A ROOF IS TO BE USED FOR ANY PURPOSE OTHER THAN WEATHER T 212 255 4463 BEGIN WITHIN 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROTECTION OF OPENINGS: EXCEPTION: MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROFILE AND HAVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 PROTECTION, THE VENT EXTENSION SHALL BE AT LEAST 7 FEET (2134 MM) ABOVE THE ROOF. 11 . ALL JONATHAN SCHLOSS / ARCHITECT DRAWINGS, PROVIDES A CONTINUOUS 13ACKING SUPPOR-T. MM BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR SPECIFICATIONS, AND CONSTRUCTION NOTES ARE R301.2.1.2 OF NEW YORK STATE: COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE R308.6.2 MATERIALS GLAZING MATERIALS SHAkLL BE LIMITED TO THE FOLLOWING: NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 OF THE PROFILE. SHALL BE BINDING AS IF CALLED FOR BY ALL. ANY 1. LAMINATED GLASS WITH NOT LESS THAN) A 0.015-INCH (0.38 MM) POLYVINYL BUTYRAL THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT INCHES (45 MM) BELOW THE PROTECTION OF OPENINGS. 1 .WITHIN 1 MILE OF THE COASTAL MEAN HIGH WATER LINE AND WHERE THE WORK SHOWN OR REFERRED TO ON ANY ONE INTERLAYER FOR GLASS PANES 16 SQUARE FEET (1.5 M2) OR LESS IN AREA LOCATED SUCH THAT TALLEST PORTION LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL ULTIMATE DESIGN WIND SPEED, VULT, IS 130 MPH (58 M/S) OR MORE, OR DOCUMENT SHALL BE PROVIDED AS THOUGH SHOWN ON MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION FOR THE HIGHEST POINT OF THE GLASS IS NOT MORE THAN 12 FEET (3658 MM) ABOVE A WALKING ALL DOCUMENTS. SURFACE; FOR HIGHER OR LARGER SIZES, 1THE ►NTERLAYER THICKNESS SHALL BE NOT LESS THAN WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST 0.030 INCH (0.76 MM). R311.7.9 ILLUMINATION STAIRWAYS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH OF ASTM E1996 AND ASTM E1886 AS MODIFIED IN SECTION 301.2.1.2.1. THE ULTIMATE DESIGN WIND SPEED, VULT, IS DETERMINED IN ACCORDANCE WITH SECTIONS R303.7 AND R303.8. FIGURE R301.2(4)A. 2. FULLY TEMPERED GLASS. EXCEPTION: WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN SECTION R312 GUARDS AND WINDOW FALL PROTECTION 7/16 INCH (1 1 MM) AND A SPAN OF NOT MORE THAN 8 FEET (2438 MM) SHALL 3. HEAT-STRENGTHENED GLASS. BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND THE OPENING PROTECTION, USUALLY IN THE FORM OF PERMANENT SHUTTERS OR R312.1 GUARDS GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE LAMINATED GLASS, MUST MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST 4. WIRED GLASS. R312.1.4. PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS OF ASTM E1996 AND ASTM E1886, AS LISTED IN CHAPTER 44. SECTION REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE R301.2.1.2.1 CONTAINS CODE-REQUIRED MODIFICATIONS TO ASTM E1886. 5. APPROVED RIGID PLASTICS. R312.1.1 WHERE REQUIRED GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER THE EXCEPTION TO SECTION R301.2.1.2 PROVIDES A PRESCRIPTIVE AND MORE SECTION R309 GARAGES AND CARPORTS INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT ECONOMICAL METHOD FOR ONE- AND TWO-STORY BUILDINGS. THIS METHOD OF 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON OPENING PROTECTION USES WOOD STRUCTURAL PANELS THAT ARE LIMITED TO A R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE NOT BE CONSIDERED AS A GUARD. THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED MAXIMUM SPAN OF 8 FEET (2438 MM), WITH FASTENING AS SPECIFIED IN TABLE MATERIAL. THE AREA OF FLOOR USED FOR; PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET (13, 728 MM) OR LESS R301.2.1.2. THE METHOD IS APPLICABLE TO BUILDINGS WITH A MEAN ROOF BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, IS 180 MPH (290 KPH) OR HEIGHT OF 45 FEET (13 728 MM) OR LESS THAT ARE LOCATED WHERE THE ENTRY DOORWAY. PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36INCHES (914 MM) IN HEIGHT AS LESS. ULTIMATE DESIGN WIND SPEED, VULT, IS 180 MPH OR LESS, AS DETERMINED IN MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE ACCORDANCE WITH FIGURE R301.2(4)A. THE BUILDER MUST PRECUT THE OPENING R309.4 AUTOMATIC GARAGE DOOR OPENERS ,AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, NOSINGS. EXCEPTIONS: GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS MUST PROTECTION PANELS TO FIT EACH GLAZED OPENING AND PROVIDE THE NECESSARY F Afic SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325. LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. HAVE OPENINGS THAT PROVIDE PROTECTION FROM WINDBORNE DEBRIS. THE ATTACHMENT HARDWARE SO THAT PANELS CAN BE ADEQUATELY ANCHORED AND 51' ERRO y�T WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE DEFINITION OF "WINDBORNE DEBRIS REGION" IN SECTION R202 INDICATES THAT (INSTALLED QUICKLY. ��\0 0 $_% ► SECTION 310 EMERGENCY ESCAPE AND RESCUE:OPENINGS TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 SUCH REGIONS ARE AREAS WITHIN HURRICANE PRONE REGIONS THAT ARE ALSO cr g 4, <O INCHES FROM A LINE CONNECTING THE NOSINGS. (965 MM) AS MEASURED VERTICALLY LOCATED EITHER: z R310.2 EMERGENCY ESCAPE AND RESCUE (OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4INCHES (102 (o 02400'6 OQ R310.2.1 MINIMUM OPENING AREA EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET MM) IN DIAMETER. T y CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING FOF NEB DIMENSIONS REQUIRED BY THIS SECTION SHIALL BE OBTAINED BY THE NORMAL OPERATION OF THE EXCEPTIONS: THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR FORMED BY THE RISER EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS',b,c,d OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE MM) IN DIAMETER. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT NOT LESS THAN 20 INCHES (508 MM). ALLOW PASSAGE OF A SPHERE 43/8 INCHES (1 11 MM)IN DIAMETER. - FASTENER SPACING (inches),,b GENERAL NOTES EXCEPTION: GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL HAVE A NET CLEAR R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS PLASTIC COMPOSITE EXTERIOR GUARDS SHALL Panel 4 feet< 6 feet< OPENING AREA OF NOT LESS THAN 5 SQUARE FEET (0.465 M2). COMPLY WITH THE REQUIREMENTS OF SECTION R317.4. FASTENER TYPE span <_ panel span panel span R312.2 WINDOW FALL PROTECTION WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE 4 feet 5 6 feet <_8 feet DRAWN BY: JSA R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND WITH SECTIONS R312.2.1 AND R312.2.2. RESCUE OPENING, IT SHALL_ HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1 1 18 MM) No. 8 wood screw based CHECKED BY: JS ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. anchor with 2-inch embedment 16 10 8 DATE: NOVEMBER 10, 2023 length SCALE: AS NOTED No. 10 wood screw based anchor with 2-inch embedment 16 12 9 length 1/4-inch lag screw based anchor 16 16 16 T�001 • with 2-inch embedment length 38015 MAIN ROAD ORIENT, NY 11957-1163 4 II-1I= ...._......._-....., '(\'�_ _ ----------.(,.I,1.�"/,�z-//""I//,/,/",1 II�1'I..,,,�.',".,,I,�I,I�-I"'I-.,/,I1-,","L"II',,I.,�I,.�__I1'�III �,,I,I I IIIII,"I,I �� �.�,II' �1I I",1,I�*I..I.I.I.I.IIII "'I ',�',/�I"�"e-I�""�I/�,/'-X.'I/l�\/'I'',.r 7�/I-,.I',I1�..,'.,I 1,,1 I'I I 1I'I,,,I 1,,IL­1,I1,I",-',',���I",,.�1,I"1I I/1_"'.,:'.'1�I,I.1,—,,'I'III1 111�,-I',,�,I"�,,I II I�I"�"�I1II11��,,,",,11'/'�/",I II I'-l,I,�11 11 I,,�,1 I",,�"_I"',�,�I"II".,1 I',"�,I/',/,I11I I,,,,I I:I'",/"".","/'/,.,',/-I-_',/,,�_,'E�i/,I,,,,/,,I_�-,,Ij-/-",/�,''3''"�I",.'I-I'I�I/,I I�I,,I,�I I',-I",,,1/-'_I/�'7/''�/I,',I,I1",I,(C,/I,',/'I'/II I='�.'�I.�I-0 O'',-'',0 0/�-/,I/I'',,44:III/.',I,*,'"/'"��,/,I,",� I I�,,"�I I,,.,"/I9"/'I"/I,',R,,1I.,,/I1',�I1.Cf�,,'�,",,'II''"o/K,"III",I/,�I:'"--,'+,,,,I,,,I".',/:�,i'1,--/�'I''I�,�o/'�I"/-,'.l,".'�,p�'I:':,'/�"1",,,,,-I/,,,�,-1,I1,1-/,I-/I/"I"I,.,,'II',"�_I/./.�I/,,"I/I"I I,I�,,,0 I',:�'/ I I._]�I"'''I 1,�,,',"II ,I-'I,II"I'I_,I,II I,I,/'�,'",II/''/I�I,'�/,'II,'I,,I�'1,I,I I 1 1/11,�.,I.I�/,-=-,tL�-1II.III.I'IIII.11. ,'I I I,I/',II I..-1"II-,I I-1I.,I'',I,1;'',,';,�III/�II'--',1'��I1 I,I�,II,I,�I,1I"I,,I,/,.1/,,1I,�",I;1�1/1I"0,I',""-,I,,',/I I/,.,,,"I I',�I,I,,"'I,�I,,I,"I,,",-,I I"I I.I'",,,��/,I./I,"",',"II/''�I,",I,I,�I�II".�,,."II"".I I,I,-II,�",/I I,I-�,/,I,.I,/.'I�,1, ,/I'�I I�I/I,,/,IC�I,'I.,'.,',I'','.II'I"/I,I/,���/1,I</,: I.�,,ITi1'I�1,'tI i[II 1I'',:I II I.,/I'I',,1,"�I,,I,�-''I'1�1I�:/,'.�I''I�I'I1I I-'�,I�-"I,�",,'1,.IIII"'I-,'I,,,I,'III/�1,,,tI:,,./:I�,",�,.L,,II,,,I I,,',��I I,I,C"I''",l.I1,--.,,I��',"3'-l'I,I j��"Il'I�I,���1.l"",',�":I 4'I�",I:1I�,�,"I::i::,.I.!!�.�I/II,—.�iI"'i.,III'.I.�1��''�.'­�I�I.I1.-'',.1'i!'"."I':,/I.lII:[;," ,.':.11;l.IF;;I l'.,,I.II,,t��,�,'I1.,�I/I:I:r. _II.I/.lI'I,I­,/,�I"I'1.I_II­�I'.�I I I::�1::III::�/I-,I,IiI.IIt::�t�I,I,-:'_I. :,_..�.I-I�:;.',,,,, [�,_1I,.-�'�Ij�II:�'/-IIII1I1III1'-I I'-j,/,-',,/"I..�,I',1i11l,1�I,j: :�:i�'-'I�l-L, 11 I ItIii�I!�I!/l"­ ',,I�-,­�.:/I,:LI-",I":`I:I,:,:1,:II'.:.I:�,��:I:I­,"I:I:.�I:II:",.I',I:I:I':,I:"I:�:/'/-I/I:,/I I:.�I:I�''''.�/:I,I:/,"':.':'I!I,:,'';I,/:,'":�II:I I:II,:,.I-,I:,I-:I:"/.I'�//:'',I'll I�l�/I./",'lI":I''":III:,,",:':,,,:.Z:I1,,1.I,"/I r*,'�I�I'"�7'//I��I�,/I'I"� I LIII� I.�-�,/,1""I,-I I,��'I&1I I,:',.:III,,I,I'I.,I,�I�/�I�I,I�, — i I,�.,�-I�.,/-,I,.I,I,,.,'�,.I I I�I"I,7,� /,I I II",-.. �,,I-'"I/I�"/I I I�,_I�'I�I /,I"I I1,,,,I,��'I/I"II I I I�I,I I I_,,,,�,"I I I,�,',":.'.I,,I',�. i�'_//"/II,��I,/,L/� I-.,I,I ,.�I.I/1II"�_,�1'.I'�I,I, I I,I,"I'\',,-.,II,FI I ,.�:�I�I� ,�, �—a it ' — .. .. ...................................... ..... -...-........ - CK CD _ 8 i t. ........_... _.. j ...i',,....... `, .. i l t......... o , o :`T .. _, - 11 �: :::::::.:a► :. .....w I ..........� «. �`, :. sI" ..., ;f-.,.. i I �._ i.._-_.._..... q I_1 '_�i . i : I .:::::.:: ............ �. I1: n1! -- __ �,_....... " � . .i� 0 r' �. " : .. :I 0 - 1; , .....1 , , ' I I p I I . ...... E....,......_'_......__.. 3926 GSF 3899 GSF F1 2071 GSF a266 GSF UNDER OVERHANGS OVER 3'-0" F] 1727 GSF: SCREEN PORCH + UNDER OVERHANGS OVER 310" 1 550 GSF UNDER OVERHANGS OVER 3'0" N CELLAR LEVEL GSF: NOT INCLUDED IN CALCULATION FOR TOWN OF SOUTHOLD ZONING GSF MAIN LEVEL GSF UPPER LEVEL GSF 1 2 3 1/16- = 1'0' 1/16- = 1'O" 1/16" = 1'0" I - PROPERTY LINE I I I r— PROPERTY LINE r- 100'SETBACK FROM TOP OF BLUFF I I I I I . II I ,� I l' . " 'ii'�I � , : \ I 4�/ /_ I +30'-0" FINISH FLOOR MAIN LEVEL \ , /, 45* 1 LINE OF EXISTING GRADE LINE OF EXISTING GRADIE /; o i; /; / o I / /' /` /` i' ,' /" /, i % 'i' i i , O i /` 'i i 'i i . i /' i /' .- J %" i i ./J % % /J '/ /' - /" i/. /'% Ji' i /' / / % i i/' - / /. % J' // /' i I / J "i /'" / % /' i J%" i / / I J i /i J' /' i 'i / i i '% /' "/ '%'i J' I / J/ / % /I '/ /" / / /i' / i J` i /, / i` , %j. / /. / jJ % /J /"JJ / / I / i �% i /I 1 i' i' /. :' i, i / I i' i i J' 'i % i / . / i' f /i/' i / f /' / i 1 "/J TOE OF BLUFF f JJ % i i, / /'. // f ' % / % ,i, i /. / i +52'-7" MAXIMUM ALLOWABLE BUILDING HEIGHT: I 1 +25'-0" HEIGHT LIMITATION ABOVE EXISTING GRADE I - +27'-7"AVERAGE EXISTING GRADE AT HOUSE PERIMETER 100-0 +52'-4"ACTUAL HEIGHT: I +24'-9"BUILDING HEIGHT I +27'-7"AVERAGE EXISTING GRADE AT HOUSE PERIMETER I PYRAMID DIAGRAM: NORTH - SOUTH II 4 1/16- - 1'0- - - PROPERTY LINE . C I I _i;IIII,II�-C�_,".I1,I".I:j)',��II I I,,,/,/l.,III,II.I.I,II.I _�I,"�,,",I�,I,,I,.:,'..,,"I.,r'".,"�I,I"1/I�1 I'11��,,I',I/,'I",I/',�'�,I.��'I,I.,,,./,�II,II I,,"I,/I 1,/I,I 1"./",I I."I�I I".,I��1�"'',.f�",'"�..I I\/I�'���,'�I.I/,I,,//�II/"I'I I",""�"I,'II�-:'�,""I,/"II""II�',",.I��I'',.:II''I",,I"II,��,�/II,�I.,,,'I I..,'/I/"III, ""."I/,.'I''�,',I.''",""".,,",,"-,/""I.��I,/0,,�,'',,,',.11 II/" n�,"��,I/I.'.1/-,,1',,.I,'�/-�/"I,.I�/--�I"I/',1,,',"/.II 1,I.I 1,//"e,,1,II,'",�l/I.,'l I I-,,"',, 1,,,,,/"I"I'I1I,/,.'rI/1./I�/'"'I/'I,"I;".',/,/"'1,,l,�::I,,.;��IlI 1"'I/,,I"i1,,,��!'/I l,:1�'"k�!::i�":",_,',IIl 1�:l1!1',�.!1��!I�1l �,�1:I:,"1II"I-,�I:'_�"I"��'lI�'�II.!-:.�:,',I'FL'.1/"/,,,1�,,�_"p/1,�1"',1 4',// /1_./1,'".'II',,'"1 I".,I."�1'"�Ir1 I"/,1_!I':I,<_'"��II�I:I,'[',,'!.':�,�,I:!I,",!jI: "',II1:, II,,.Ii,:1II�..�n",'.1[I�.:t,�1I,1"/II,,,.,�..:././1.��1"1.I.�,�'.I�//I'�I",—:1//.�.I�1�/1 I"�,'—/III�I�-:/,�I,1,,1I""'I,,/I,1"1/.1�!/�,"",.II Il,::I 1I/I I1�i"/I IL�,I"',L/,,�1,I"�I,//,�"I-",,,1,1/�,",'.,I1"—/,/,�'"l.'/ ,.I"I ILEI ,",II:��,.I I,,,,�I�'"'"�',!,/I'��D".I"�-1 II',,�"I I 1�I1I�:,",�"1I"=, ,,-I-'.��,,,I'/I,'"�,,",I ",��,l'I I I,'I I/''I,,._1i:Ii,/:i!I:,I':�1//,i��;�,1,�-�'/'I1,iL:!:I/,I1l I�rI"l:'I,I!/�:�,"i//"//,I I'I�/l,/,/,/."-/"'",� :I:':::I�:111�1I�� ,'Ii,"'�:: : "�'1","I rII�� '�_.," I,I""I/,"1/I I I I I \ I JONATHAN SCHLOSS/.•t` € e' I k_',s� �% li'! 277 BROADWAY ,'� I ',1 ®', \ 13TH FLOOR NEW YORK, NEW YORK 10007 ��\G�j �i,l;ili,:,',i, 'il' :iII % 1, , \ T 212 213 5546 I I!,I! i' 4 F 212 202 7935 LL ' I,j 1, l l j==OO OO �I' 0 (. i. I I r , STRUCTURAL ENGINEER. I RA E 0 o LINE OF EX STING G D I LINE OF EXISTING GRADE i i, SILMAN / , 'i , i i i' / /" / // / J' /" i / / - , /' 32 LD 'J 0 SLIP 10TH FL00 R I '%' J` i 1 `//� Ii` , J% J/ /i / /' /', f J/' / i / / , / 1' NEW YORK N i i' EW YORK 10005 i / /' i / '/ . ,/, J" J _ i ! j I 'i II i II — - — — i i J' T 212 6 f /. J '/ 20 7970 L� J' J , L� % I �L, �JI' i 'i% / /' I J' / , i i / , /" /. i' i '/ J" / / / / / i /' J, i /', i' / 'f i / / i i A'/ MECH NICAL ENG/ INEER: / / i / % /, 'i 'J /" / i' i' / '/ ., 'f. ;'' ' %/• / J(, i/ i /' / 'i / / J / JMV ENGINEERIN G i i I i J /' /i i / , 'i' i i i� 'I, - , 3 WE/ J 7 ST 39TH STREET% 'i i i, :' i /' /' '/ /' i i / i SUITE 703 II INEW YORK, NEW YORK 10018 I T 212 652 9855 1 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 PYRAMID DIAGRAM: EAST - WEST NEW YORK, NY 10004 5 T 212 487 3272 1/16" = 1'O" \\,."'��� CIVIL ENGINEER: JOHN CONDON PC 1755 SIGSBEE ROAD SPOT ELEVATION MATTITUCK, NY 11952 VALUE T 631.298.1986 LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL A 28.5 120 WALKER STREET 3.-�'-C+-"-L)F= SUITE 7E . #T*'!TI1 7% 0I -}- 24,.�t-a B 28.1 (G) . . 1+1 , 2 0L[I-8I—'2 _N_.;I ___f%��-.I�N/ I . �—]1_'2 F 0u NEW YORK, NY 10013 T 212 255 4463 C 26.8 + r. :. D 27.3 E 27.8 c F 27.7 7 AVERAGE 27.6 + + 2.7.Z7 28.14 8.01 28.05 AVERAGE GRADE PLANE ESTABLISHED AT 27'7". + ;'.r, , 26.8' 28.5 28.1' 28.5' 28.51 SD Ap 28.5 ,� \_ ERRO4 s.�F F� C 30-0 . <v/_r cy A,{, FFL (Q �o z + + .\ I I cn *7. 28 28.13 28.0 ST 02400a OQ •+ 27.24 TF of r*'�`� 7.8' 27.3' r ZONING 27.7' DRAWN BY: JSA CHECKED BY: JS • r nr aC ,�. � /-, 09 DATE: NOVEMBER 10, 2023 SCALE: AS NOTED r .1 --}-- t:.3'.C r,P <?.}. ' (DE IGHT LIMITATION ����������� T�002 1/16" = 1'0" I DRAWING LIST 38015 MAIN ROAD ORIENT, NY 11957-1163 Generated by REScheck-Web Software Section Section REScheck Software Version : REScheck-V1Veb Plans Verified Field Verified Plans Verified Field Verified # Foundation Inspection Complies? Comments/Assumptions # Framing/Rough-In Inspection Complies? Comments/Assumptions &Req.ID Value Value &Req.ID Value Value � •� r , J Inspection Checklist Compliance Certificate ���t�iL�',l' �� _ � �. p. .- . _ • � , 402.1.1 Conditioned basement wall i R- R- OComplies �See the Envelope Assemblies 402.1.1, Door U-factor. U- i U- Momplies See the Envelope Assemblies Rom{ * 41% [F04]+ insulation R value.Where interior table for values. 402.3.4 ! table for values. ,r �[I` "_r _ .. j R- R. ODoes Not + ODoes Not w -- a _ Energy Code: 2018 IECC Insulation is used,verification [FR1] Window-Sliding-Fleetwood 3000 AWA:Metal Frame blot Observable Mot Observable I w/Thermal Break 334 0.330 0.320 110 107 o may need to occur during ! Requirements: 100.0%were addressed directly in the REScheck software Insulation Inspection.Not []votApplicable Mot Applicable SHGC:0.32 irequired in warm-humid locations 402.1.1, Glazing U-factor(area-weighted Text in the 'Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each g C g ted U- U- OComplies Seethe Envelope Assemblies Project 38015 Main Road, Orient NY Window 6:Metal Frame w/Thermal Break 242 0.260 0.320 63 77 requirement,the user certifies that a code re uirement will be met and how that is docurmented, or that an exception in Climate Zone 3. I 402.3.1, ;average). woes Not table for values. SHGC:0.30 q q p 303.2 Conditioned basement wall OComplies Requirement will be met. 402.3.3, j is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Mot Observable Wall-To Garage-2"HD foam w/R13 Batt:Wood [FO5 + insulation installed per 402.5 Energy Code: 2018 IECC 504 27.0 0.0 0.051 0.060 24 29 ] P ODoes Not FR2 + Mot Applicable Frame, 16"o.c. manufacturer's instructions. [ ] Location: Southold, New York Section Mot Observable Door-Solid:Solid Door(under 50%glazing) 24 0.500 0.320 12 8 # Pre-inspection/Plan Review Plans Verified Field Verified Complies? Comments/Assum tions I Construction Type: Single-family P Value Value P p blot Applicable &Req.ID 303.1.3 ;U-factors of fenestration products OComplies Requirement will be met. Project Type: New Construction Wall-Walkout Basement:Solid Concrete or Masonry 220 13.0 0.0 0.083 0.087 16 17 402.2.9 (Conditioned basement wall ft ft OComplies See the Envelope Assemblies [FR4]+ !are determined in accordance woes Not 103.1, Construction drawings and Momplies ;Requirement will be met. [FO6]+ 'insulation depth of burial or Moes Not table for values. with the NFRC test procedure or Conditioned Floor Area:7,980 ft2 Door-Glass Swing Fleetwood 3000:Glass Door(over 103.2 'documentation demonstrate Oboes Not (distance from top of wall. i ' Mot Observable Glazing Area 44% 50%glazing) 29 0.440 0.320 13 9 [PR1]1 energy code compliance for the i Mot Observable ;taken from the default table. ; SHGC:0.23 buildin envelo e.Thermal aVot Observable ! Mot Applicable Climate Zone: 4 (5572 HDD) 9 P I plot Applicable envelo a represented on Mot Applicable 402.4.1.1 Air barrier and thermal barrier OComplies Requirement will be met. Permit Date: Foundation-Cond to Amb R10E+3"HD foam:Solid P P 303.2.1 A protective coveringis installed P q OComplies Exception: Requirement is FR23 + 'installed per manufacturer's woes Not Concrete or Masonry construction documents. [F011]2 to protect exposed exterior woes Not not applicable. I ] Permit Number: Wall height: 10.0' 1,577 14.0 17.0 0.026 0.059 40 91 103.1, Construction drawings and Momplies IRe uirement will be met. (instructions. Mot Observable g � p q ;insulation and extends a + Depth below grade: 10.0' 103.2, documentation demonstrate ` Oboes Not ;minimum of 6 in.below grade. blot Observable Insulation depth: 10.0' Mot Applicable Construction Site: Owner/Agent: Designer/Contractor; P 403.7 energy code compliance for Mot Applicable 38015 Main Road Jonathan Schloss Architect Tom Baccarella g ] g g y blot Observable 402.4.3 (Fenestration that is not site built OCom Iles Requirement will be met. Windows-Bsmt Egress:Metal Frame w/Thermal [PR3 + li htin and mechanical systems. 403.9 Snow-and ice-meltin s stem P q g y OComplies Exception:Requirement is + 'Systems serving multiple Mot Applicable 2 [FR20] is listed and labeled as meeting QOoes Not Orient,New York 11957 277 Broadway NY Building Technology Group Break 38 0.330 0.320 13 12 Y 9 P [FO12] controls installed. ODoes Not knot applicable. AAMA/WDMA/CSA 101/I.S.2/A440 New York, NY 10007 159 NY 25A SHGC:0.32 'dwelling units must demonstrate of Observable (212)213-5546 West Building,Suite B compliance with the IECC blot Observable or has infiltration rates per NFRC Miller Place, NY 11764 Basement Wall-Cord to Unc:Wood Frame Commercial Provisions. blot Applicable 400 that do not exceed code Mot Applicable Wall height: 10.0' 1,084 13.0 10.0 0.031 0.059 34 64 limits. 631-495 0289 Depth below grade: 11 302.1, Heating and cooling equipment is ; Heating: Heating: Momplies Requirement will be met. Additional Comments/Assumptions: Info@NYBTG.com Insulation depth: 10.0' 403.7 sized per ACCA Manual S based i Btu/hr Btu/hr Oboes Not 402.4.5 IC-rated recessed lighting fixtures OComplies ;Requirement will be met. [PR2]2 on loads calculated per ACCA ! [FR16]2 sealed at housing/interior finish woes Not Cooling: Cooling: Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Mot Observable land labeled to indicate 52.0 cfm Manual J or other methods Btu/hr Btu/hr of Observable �1�t1JlU ,tf ! iJHt. �� dr 'Stt calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in approved by the code official. I Mot Applicable ;leakage at 75 Pa. -- -----" ---" -- ---" -- - - �------a p y �...•-- I 403.3.1 Supply and return ducts in attics complies Requirement will be met. i REScheck Version:REScheck-Web and to comply with the mandato requirements listed in the REScheck Inspection Checklist. Mot Applicable Compliance: 5.8%Better Than Code Maximum UA:1437 Your UA:1363 Maximum SHGC:0.40 Your SHGC:0.32 Tom Baccarella 11/06/2023 [FR12]1 insulated>=R-8 where duct is ODoes Not Additional Comments/Assumptions: The E Better or Worse Than Code Index reflects how close iv compliance the house is based on code trade-off rules, Name-Title na ure ate >=3 inches in diameter and>_ It DOES NOT provide an estimate of energy use or cost relative to a minimum code home. R-6 where<3 inches.Supply and Mot Observable Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade return ducts in other portions of Mot Applicable assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 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 OComplies Requirement will be met. Envelope Assemblies [FR13]1 boxes are sealed with ODoes Not joints/seams compliant with International Mechanical Code or Mot Observable .� r,y;"+lye -/3 S International Residential Code,as Mot Applicable applicable. Ceiling vaulted-R30 LID foam or equal:Cathedral 403.3.5 Building cavities are not used as OComplies Requirement will be met. Ceiling 2,333 30.0 7.0 0.027 0.026 63 61 [FR15]3 ducts or plenums. woes Not Wall to amb-2"Flash and Batt:Wood Frame, 16" 6,175 27.0 0.0 0.051 0.060 163 191 Mot Observable D.C. blot Applicable I Door-Labeled Fire door:Solid Door(under 50% 403.4 HVAC piping conveying fluids R- R- Momplies Requirement will be met. 48 0.200 0.320 10 15 glazing) [FR17]2 'above 105 OF or chilled fluids woes Not Door-Glass sliding-Fleetwood 3000 AWA:Glass below 55 OF are insulated to ZR- i IQ�lot Observable Door(over 50%glazing) 1,258 0.330 0.320 415 403 3. SHGC:0.32 'Mot Applicable Door-Glass Swing Fleetwood 350:Glass Door(over 403.4.1 Protection of insulation on HVAC OComplies Requirement will be met. 50%glazing) 124 0.440 0.320 54 40 [FR24]+ ,piping. woes Not SHGC:0.32 Mot Observable Window-Fixed w/vent Fleetwood 3800 AWA:Metal I Mot Applicable � Frame w/Thermal Break 782 0.330 0.320 258 250 403.5.3 Hot water pipes are insulated to R- R- OComplies ;Requirement will be met. SHGC: .32 [FR18]2 zR-3. IODoes Not Window-Casement-Fleetwood 350 AWA:Metal Frame wl SHGC:0.32 rural Break 197 0.330 0.320 65 63 Mot Applicable of Observable 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 311_ w Impact(Tier 3) 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 3L w Impact(Tier 3) 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 3L w Impact(Tier 3) Project Title:38015 Main Road, Orient NY Report date:11/06.123 Project Title: 38015 Main Road, Orient NY Report date:11/06/23 Project Title:38015 Main Road, Orient NY Report date:11/06/23 Project Title:38015 Main Road, Orient NY Report date:11/06/23 Project Title:38015 Main Road, Orient NY Report date:11/06/23 Data filename: Page 1 ofl0 Data filename: Page 2 of10 Data filename: Page 3 ofl0 Data filename: Page 4 of10 Data filename: Page 5 ofl0 Section SectionL Section Section Section fPIns Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions # Insulation Inspection Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID &Req.ID &Req.ID &Req.ID &Req.ID 403.6 Automatic or gravity dampers are OComplies Requirement will be met, 303.1 'All installed insulation is labeled OComplies Requirement will be met. 402.1.1, ;Ceiling insulation R-value. R- i R- Momplies See the Envelope Assemblies 403.5.1 Circulating service hot water OComplies Requirement will be met. 403.10.2 Timer switches or other OComplies Requirement will be met. [FR19]2 installed on all outdoor air woes Not [IN13] 2 or the installed R-values woes Not 402.2.1, O Wood O Wood woes Not table for values. [FI11] 2 systems have automatic or woes Not [FI19] 3 automatic preset schedule E woes Not :intakes and exhausts. provided. 402.2.2, 1 accessible manual controls. , control method are installed on I Mot Observable plot Observable ® Steel �[� Steel O�Mot Observable i Mot Observable Mot Applicable Mot Applicable [FI1]1 0` PP• ; Mot Applicable � [blot Applicable i 402.2.6 heaters and pumps serving pools � I Mot Applicable I of Observable and permanent Additional'COmments/Assum tions: 402.1.1, Wall insulation R-value.If this is a R- R- OComplies See the Envelope Assemblies I 403.6.1 All mechanical ventilation system OComplies Requirement will be met. p I 403.10.3 Outdoor heated pools and i OComplies Requirement will be met. 402.2.5, 'mass wall with at least'/2 of the [3 Wood 0 Wood woes Not table for values. _ [FI25] 2 fans not part of tested and listed { ODoes Not [FI20] 3 outdoor permanent spas have a 402.2.6 wall insulation on the wall 303.1.1.1, 'Ceiling insulation installed per OComplies Requirement will be met. HVAC equipment meet efficacy woes Not + O Mass O Mass blot Observable 303.2 manufacturers instructions. Mot Observable vapor retardant cover. [IN3] exterior,the exterior insulation ODoes Not and air flow limits per Table Mot Observable requirement applies FR10. O Steel [3 Steel plot Applicable [F12]1 ;Blown insulation marked every ! Mot Applicable � Mot Applicable q PP ( ) 300 ft'. Mot Observable R403.6.1. pp' Mot Applicable 403.2 Hot water boilers supplying heat OComplies Requirement will be met. 404.1 90%or more of permanent � OComplies Requirement will be met. 303.2 Wall insulation is installed per 402.2.3 Vented attics with air permeable OComplies Exception:Requirement is [F126] 2 through one-or two-pipe heating I woes Not [FI6]1 fixtures have high efficacy lamps. woes Not p OComplies Requirement will be met. systems have outdoor setback i t ( [FI22] 2 insulation include baffle adjacent Dooes Not 'not applicable. of Observable {{ [IN4] manufacturer's instructions. woes Not control to lower boiler water 1 blot Observable to soffit and eave vents that I Mot Observable extends over insulation. Mot Observable temperature based on outdoor blot Applicable I Mot Applicable Mot A licable temperature. g lighting y OCom lies Exception:Requirement Is Mot Applicable �' PP I 404.1.1 Fuel as li htin systems have I p p q 403.5.1.1 Heated water circulations stems OComplies p q FI23 3 no continuous pilot light. woes Not applicable. 402.2.4 !Attic access hatch and door R- R- OComplies Requirement will be met. Y OC p 'Exception:Requirement is I ] p 9 I not a licable. Additional Comments/Assumptions: F13 1 iinsulation 2R-value of the ; [F128] 2 have a circulation pump.The I ODoes Not not applicable. I [ l Moes Not 'adjacent assembly. system return pipe is a dedicated ; Mot Observable Mot Observable return pipe or a cold water supply Mot Observable I Mot Applicable � f Mot Applicable Mot Applicable i I pp pvpe' GraQj t�lation systems are i 401.z Compliance certificate posted. OComplies Requirement will be met. 402.4.1.2 Blower door test @ 50 Pa.< 5 ACH 50= ACH 50= OComplies Requirement will be met. Caw I ODoes Not + not present. or [F117] ach in Climate Zones 1-2,and ODoes Not of Observable circulating hot water s��,h f mot Applicable � ,­3 ach in Climate Zones 3-8. o Mot Observable 'pumps start the pump with signal i ; M pp I Mot Applicable for hot water demand within the j 303.3 Manufacturer manuals for OComplies ;Requirement will be met. 402.4.2 Wood-burning fireplaces have OComplies Requirement will be met. occupancy.Controls ; [FI18]3 mechanical and water heating I woes Not FI8 2 tight fittin flue dampers and i automatically turn off the pump i systems have been provided. I 1 9 9 P �7oes Not when water is in circulation loop Mot Observable outdoor air for combustion. ( Mot Observable is at set-point temperature and ! j blot Applicable j Mot Applicable no demand for hot water exists. I 403.5.1.2 Electric heat trace systems Additional Comments/Assumptions: 403.3.3 Ducts are pressure tested to cfm/l00 cfm/l00 OComplies Requirement will be met. Y OComplies 'Exception:Requirement is 1 i [F129] 2 comply with IEEE 515.1 or UL woes Not not applicable. [FI27] (determine air leakage with ft2 I ft2 Oboes Not either:Rough-in test:Total 515.Controls automatically Ileakage measured with a Mot Observable adjust the energy input to the blot Observable Vot Applicable heat tracing to maintain the Mot Applicable 1pressure differential of 0.1 inch i � pP g jw.g.across the system including I desired water temperature in the ;the manufacturer's air handler I piping. !enclosure if installed at time of I 403.5.2 Demand recirculation water OComplies Exception:Requirement is test.Postconstruction test:Total [F130] 2 systems have controls that woes Not inot applicable. leakage measured with a ( manage operation of the pump !pressure differential of 0.1 inch f and limit the temperature of the Mot Observable I Mot Applicable C` rF- w.g.across the entire system water entering the cold water PP JONATHAN SCHLOSS/ C; f 1E ;Including the manufacturer's air I piping to<=104°F. j 277 BROADWAY 'handler enclosure. 403.5.4 Drain water heat recovery units OComplies 'Exception:Requirement is 403.3.4 Duct tightness test result of<=4 f cfm/100 I cfm/l00 OComplies Requirement will be met. [F131] 2 tested in accordance with CSA �oes Not not applicable. 13TH FLOOR [F14] cfm/100 ft2 across the system or ! ft2 I ft2 woes Not B55.1.Potable water-side NEW YORK, NEW YORK 10007 (< 3 cfm/l00 ft2 without air I pressure loss of drain water heat plot Observable handler 25 Pa.For rough-in Mot Observable Mot Applicable T 212 213 5546 @ g recovery units<3 psi for tests,verification may need to Mot Applicable i y f i individual units connected to one F 212 202 7935 occur during Framing Inspection. orhY 403.3.2.1 (Air handler leakage designated OComplies Requirement will be met. q3r sure loss of drain water (FI24] 1 by manufacturer at< 2%of Oboes Not heat re918 units<2 psi for STRUCTURAL ENGINEER: ,design airflow. individual unitpe�cted to SILMAN i Mot Observable three or more shovbl� I Jot Applicable 403.10.1 Readily accessible swit h 61a. OComplies Requirement will be met. 32 OLD SLIP, LOTH FLOOR 403.1.1 Programmable thermostats ; OComplies Requirement will be met. [FI12]3 heaters for swimming pools ore O)oes Not NEW YORK, NEW YORK 10005 [FI9]2 installed for control of primary O))oes Not permanent in-ground spas. 'heating and cooling systems and ! Switch operation does not Mot Observable Mot Observable ? of Applicable T 212 s2o 7970 initially set by manufacturer to change heater thermostat PP 'code specifications. i Mot Applicable setting. Heater circuit breaker is MECHANICAL ENGINEER: 403.1.2 Heat pump thermostat installed Momplies iRequirement will be met. installed independent of switch. [FI10] 2 ;on heat pumps. I �)oes Not Gas fired heaters equipped with JMV ENGINEERING i ignition pilots that are not Mot Observable continuously burning pilots. 37 WEST 39TH STREET j Mot Applicable SUITE 703 NEW YORK, NEW YORK 10018 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) 1 High Impact(Tier 1) 2 edium Impact(Tier 2) 3L_ w Impact(Tier 3) 1 igh Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) 1 i,gh Impact(Tier 1) 2 edium Impact(Tier 2) 31_ w Impact(Tier 3) T 212 852 9855 Project Title:38015 Main Road, Orient NY Report date:11106/23 Project Title: 38015 Main Road,Orient NY Report date:11/06/23 Project Title:38015 Main Road, Orient NY Report date:11/06/23 Project Title: 38015 Main Road, Orient NY Report date:11/06/23 Project Title: 38015 Main Road, Orient NY Report date:11/06/23 Data filename: Page 6 ofl0 Data filename: Page 7 of10 Data filename: Page 8 ofl0 Data filename: Page 9 of10 Data filename: Page 10 ofl0 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 CIVIL ENGINEER: JOHN CONDON PC 1 IECC Energy 1755 SCK, NE ROAD '► MATTITUCK, NY 11952 Efficiency Certificate T 631.298.1986 LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET ..,..-p_.�al�-_.�a__...W...w_�_-..�._.w..._y,..,wM.....__........,_.....:. SUITE 7E Above-Grade Wall 27.00 NEW YORK, NY 10013 Below-Grade Wall 31.00 T 212 255 4463 Floor 0.00 Ceiling/Roof 37.00 Ductwork(unconditioned)spaces): Window 3 0.32 Door 0.33 0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments ERROR 0 1 m Ui 02400b OQ TFOF Nf�y ISSUED FOR FILING 2023-11-10 ENERGY REPORT RESCHECK DRAWN BY: JSA CHECKED BY: JS DATE: NI- CEO T-003 V LIVLI\/1L VLIVIVLI I IViV IVV I LJ. LUCKYFRONT LLC � MAIN 1. PRIOR TO SUBMITTING BIDS, CONTRACTOR SHALL VISIT THE SITE TO REVIEW AND SURVEY ORIENT,38015 MAIN ROAD OAD 11957 EXISTING CONDITIONS TO FULLY UNDERSTAND THE SCOPE OF WORK. .,T . 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS THAT MAY AFFECT DEMOLITION SHOWN ON ,> DRAWINGS. !50 3. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION AND INFORM :-` . t ARCHITECT OF ANY CONFLICTS BEFORE DEMOLITION BEGINS. _ 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AND PAY ALL FEES. ,.. 5. CONTRACTOR SHALL CAREFULLY REMOVE, PROTECT, AND STORE AS DIRECTED BY THE OWNER ALL ITEMS INDICATED TO BE SALVAGED OR RE—USED. 6. DEMOLITION WORK PERFORMED THAT IS NOT REQUIRED FOR NEW CONSTRUCTION SHALL BE A L REPLACED AT NO CHARGE TO THE OWNER. F`r° LOT 1 AREA: 6.9584 ACRES 7. SEQUENCE OF DEMOLITION WORK TO BE COORDINATED WITH NEW CONSTRUCTION. "i SCTM NO: 1000-15-2-15.8 8. SCOPE OF DEMOLITION AND REMOVAL WORK SHALL NOT BE LIMITED BY THESE DRAWINGS BUT SHALL INCLUDE ANY AND ALL WORK NECESSARY TO FACILITATE NEW CONSTRUCTION. ~"' ' SITE PLAN IS BASED ON SURVEY ' " j PREPARED BY YOUNG ASSOCIATES, 9. PORTIONS OF THE WORK SHOWN FOR CONSTRUCTION MAY RELATE DIMENSIONALLY TO _"A " a _ "° `` DATED JULY 28, 2023 ELEMENTS OF EXISTING CONSTRUCTION TO BE REMOVED. REVIEW, VERIFY, AND RECORD . .:: a ':,... 'k .. ..u= '': `k:...; ,:__.. . <i^ , S E SUCH DIMENSIONS PRIOR TO THE START OF DEMOLITION. TOPOGRAPHY / CONTOUR ELEVATIONS �" F 4A .._.,..:. ; L..._, g�. BASED ON 1988 NAVD 10. CONTRACTOR SHALL NOTIFY UTILITY COMPANIES IF AND WHEN NECESSARY BEFORE E -A " �` � ` I;° PROCEEDING WITH DEMOLITION. ANY DAMAGES RESULTED BY NOT COMPLYING WITH THIS . R PROVISION SHALL BE CORRECTED AT NO CHARGE TO THE OWNER. " "" 11. THE DEMOLITION AREAS SHALL BE LEFT IN A CLEAN AND SAFE CONDITION AT THE END OF EACH DAY'S WORK. DEBRIS AND RUBBISH SHALL BE REMOVED DAILY. f 12. CONTRACTOR TO PROTECT AREAS ADJACENT TO DEMOLITION AS REQUIRED. �' "`fit 10 �0? O` Z� km� '~ 13. PROVIDE ALL LABOR, EQUIPMENT, AND SERVICES FOR ALL DEMOLITION WORK, INCLUDING �st` # ' . DISPOSAL OF ALL DEBRIS EXCEPT AS OTHERWISE NOTED. I, 14. CONTRACTOR SHALL MARK ALL AREAS & REVIEW WITH ARCHITECT PRIOR TO PERFORMING / DEMOLITION WORK. flr�,C,.."' , r DISCONNECT, AND/OR SAFE OFF ALL ELECTRICAL AND PLUMBING LINED AFFECTED 15. PROTECT, BY THE DEMOLITION. r , e 16. ALL JONATHAN SCHLOSS / ARCHITECT DRAWINGS, SPECIFICATIONS, AND CONSTRUCTION / F : NOTES ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF r CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE DOCUMENT SHALL_ BE PROVIDED AS THOUGH SHOWN ON ALL DOCUMENTS. g 17. PROTECT ANY EXISTING STRUCTURE UNCOVERED DURING DEMOLITION. ADVISE ARCHITECT OF' ANY CORRODED, DAMAGED, OR OTHERWISE COMPROMISED STRUCTURAL MEMBERS. PROTECT ALL INTERIOR FIXTURES AND ELEMENTS NOT AFFECTED BY DEMOLITION. CT m / I v __'. F, _ F i i (( • 1... PROPOSED s rv� / CONSTRUCTION FENCE t „ 1 "L—$ t ck z DEMO: EXT.FRAME I PORCH; `Lco � i STEPSt g I DEMO: EXT. _ 2—STORY FRAME HOUSE ------------------------ j - INCLUDING INTERIOR MEP I I EXT. CONC. W/AC UNITS ,. 1 a ,._. / ' I JONATHAN SCHLOSS/'',RC,.,! 11�, �-.� 277 BROADWAY DEMO: EXT. CONC. I 13TH FLOOR W/AC UNITS NEW YORK, NEW YORK 10007 �... T 212 213 5546 F 212 202 7935 EXT. SLATE PATIO LIB 1, STRUCTURAL ENGINEER. 4` EXT. POOL EXT. O TUB _ SILMAN ...M,r L J 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 c .� - ., REMOVE EXT. REE I " gyp.. , ° . : ; i BETWEEN T. 31 — MARCH 31 .m. ., ek .avb Emrvm ,�. -_,- T 212 620 7970 MECHANICAL ENGINEER: EXT. WELL JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 I T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 139.8 NEW 487RK, NY 10004 e' T 212 487 3272 / CP �/ / /� i JOHN CONDON PC CIVIL ENGINEER: ��` T ----- I/ // // - - - - 120.8�- - - - - - - - — 1 - - 1755SIGSBEEROAD I / /' — — — — — — — — MATTITUCK, NY 11952 I I T 631,298.1986 LIGHTING DESIGNER: EXT. FRI ME �� /'' GARAGE / �CID �%g� � � L'OBSERVATOIRE INTERNATIONAL I 120 WALKER STREET .�� _ --__ �� __---- -.''� I �t SUITE 7E CG — _ — _ _ _ _ \\\ _______---- NEW YORK, NY 10013 — JV T 212 255 4463 — EXT. FR E I m: ET Ir DEMO: EXT. POOL HOUS r� DEMO: EXIST HEDG GRAVEL DRIVEWAY EXT. ARBO rt � E o EM MS ' - EXT. FRAME POOL ; HOUSE i t. , ri � EXT. POOL FENCE Ile eRRot f t ... it .� N Luck front, F ofiNE� : 6.9584 ACRE LOT 1 AREA I ISSUED FOR FILING 2023-11-10 O . 1 Q0�'1 5-2-1 5• ---� DEMO PLAN SCTM N O — I _ �. DRAWN BY: JS SCTM NO . 100 Y: JS T�� ' "1 —— _ DATE: NOVEMBER 10, 2023 I, € �° Lot i 4„,,� SCALE: AS NOTED CDI LLC jSG properties,QRES A. 19 .6453 AC I ID N0000 G r LOT 2 ARE SITE PLAN ;- °} 14 1:20 a I / LUCKY FRONT LLC orill 38015 MAIN ROAD ORIENT, NY 11957 o co /) % - LOT 1 AREA: 6.9584 ACRES "�/� • ' (, / -'' HAZARD PEA BOUNDARY - SCTM NO: 1000-15-2-15.8 COASTAL ER OSION H OTECTIVE SITE PLAN IS BASED ON SURVEY LANDWARD LIMIT OF NATUR L PR O �•`� PREPARED BY YOUNG ASSOCIATES, ' DATED JULY 28, 2023 G � � RE AR FEATURE AREA A AS SCALED FR M COASTAL OWN OF EROSION HAZARD MAP, TOPOGRAPHY / CONTOUR ELEVATIONS ARD AREA TO BASED ON 1988 NAVD i I� F SOUTHOLD D ATED 08/29/88/ OF �obi i wFF I N / 0 P O / � � -,* I / \ / POOL GATE POOL FENICE / c } s I _ I (® I \ I \ ' I / I II I `\ r I REBA ET I t ��. E } r \ 8%� 54 CMF 00 .0 o.3 ' s 0.1' W 25' SIDE \ c,' 1 YARD I 1 I ,ram � � \ SETBACK � I*` .•' , `' \\ ;�',.,..._..i'� NEW POOL BANA WITH pl EW _ ���' TDOOR S WER, , CMF 1 n/ POOL ENCE _ IN D OR TOILE INK i I LG- - -L , \ NEW DRY _- 6.4 S 1 �I 1� I \ WELL `� ---- ---a; I I — --� — I N 25' SIDE I ol 'y.,' I YARD � r � SETBACK I - - �.... s I POOL FENCE i I NEW .r' // j \ PROPOSED POOL PfZOPOSE i I POOL EQUIPME-9T // \ I \ - - - AREA OF NEW CLOSED I I POOL GATT OL GATE GU RI ^� -- - - LOOP GEOTHERMAL WELL I I } POOL FE CE - --- - l —FIELD. SEE CIVIL DWGS. - _ �- WSS . I JONATHAN SCHLOSS /',}-}'C;` ! "A"i - - ---- HB _ 277 BROAD WAY I 0 Il- \new PO 13TH FLOOR WSS b \ Q _ - - ��-G_A-TF �'�- \\ '/ \\\ I I NEW YORK, NEW YORK 10007 T 212 213 5546 PR POSED RESIDENCE t W C] - _ - � [si j f! � + +QOL FENCE\ \I /V STAI E30.00 Q FF \ n \\ I F 212 202 7935Lm GUARDRAI SILMANHAN FL AL ENGINEER. i I, I 32 OLD SLIP, 10TH FLOOR / \ , �� \ / \ EXIST. HO TUB I ' PORCH Ij! �? • NEW YORK, NEW YORK 10005 / \ \ _ TO REMAI T 212 620 7970 MECHANICAL ENGINEER: � 0 JMV ENGINEERING `� GUA Al r 1 NEW SEPTIC STEM; 2 EXIST. WELL I 37 WEST 39TH STREET�, ; - SEE CIVIL D GS I 0 • \� � � i i y'i SUITE 703 I LTJ 05 I NEW YORK, NEW YORK 10018 0 vDl \\ fir,.=' \\ 1 1/ I I T 212 852 9855 O � I LANDSCAPE DESIGNER: c \\ \�` ' - <c\ I WSS STARR WHITEHOUSE LANDSCAPE ARCHITECTS NEW S'�TONt �' �, ._- . I DRIVE � - - _ _I_ _ I 60 BROAD STREET _ 139.8_ _ _ _ _ _ _ I SUITE 1700 \ \ \ _ _ - - - NEW YORK, NY 10004 \ I % NEW BELOW GROUND P'ROPP�NE _ _ - - C I T 212 487 3272 TANK IN LOCATION OF EXISTING •� PROPANE TANK PROPANEEXIST. IRRI TION WELL EXIST. POOL I CIVIL ENGINEER: W P I �� � \ J - \ /�' TO REMMAIN 120.8 _ _ - _ - T _ _ JOHN CONDON PC TAtgK _ _ _I/ 150 M NE\ r I _ - - (� I 1 ��T V COR OF R FLOO�\ _ _ - - - - 1755 SIGSBEE ROAD 1 _ I I MATTITUCK, NY 11952 1 - �> I � I ,� -�,,� / � �^� I T 631.298.1986 EXIST. CMF j GARAGE \ \ II 1 I p LIGHTING DESIGNER: \ \ 1 150 RADIUS FROM NE I I i TO REMAIN _ - - - -1 \ \.� I / RNER OF FIRST-FLbOR (J I L'OBSERVATOIRE INTERNATIONAL I120 NEW STONE PARKI // ^ `�� � I SUITE 7EKER STREET I I \ NEW YORK, NY 10013 I / T 212 255 4453��- - -9�- - -� ` , -��- ' EXI T. FRAME POOL HOUSE TO EMAIN _ _ - 1 1 j _ - EXIST. ARBOR TO REI�111 AIN I - i EXIST. FRAM POOL HOUSE J I TO REMAIN I WSS • I 2b �� _ 1- _ -91- - -9-1- - -9�- �I I I o - � olm uj I NEW' \� C l4 U) I EMERGENCY GEN RATOR I I I 20' IDE YARD SETBACK _ — I WSS > \ _ - - I I _ — 00 60' FRONT YARD SETBACK _ I I -p I t30' FRONTYARD -- — I — � SETBACK p 5 1611 Eca _ — Al85 I _ — - - - 50 .04 I I o�aoos OQ' _ I TF OF �f� N D co I N 4 z-15.$ _�_- ISSUED FOR FILING 2023-11-10 cc �A � I �O • 1000-15— T_� WSS N SITE PLAN -- I - --- -'_ -15-2-i�/ •7 I 1-" DRAWN BY: JSA f- NOD 100o i I O CHECKED BY: JS 16 SCTM • I I O DATE: NOVEMBER 10, 2023 I _ -WSS Io�-- I - SCALE: AS NOTED A�001 I I I _ 14 I I I I 38015 MAIN ROAD ORIENT, NY 11957-1163 1 2 3 4A40 5 6 A300 A401 7 A 01 40 8 400 g A401 0 1 0 11 1 2 A4o1 1 3 24'-3 1/2" 4'-6" 5'-0" 10'-4" 16'-4" 16'-8" lot-off 20'-8" 7'-0" 7'-0" 29-4" 4'-8" A A 0 I 00 B g 14'-0" ca I C 7'-0" 0 I I i� D - D 19'-0" M E UNFINISHED 01 STORAGE 403 n1 010 1 i0 co p 15'-4" 33'-0" 10'-0 � I o0 io 00 SEE ME HANICAL 20 -8 DRAWINGS FOR EQUIP. - UT SW 2 LA 0 0 t „ / G 12 RISERS ® 53/8 ... .. 10- / I ELEV. B EMIR ® .- // UP 11 TREADS ® 11 LO ^i MECH t 0'-8" HALL 05- 6'-7 '-5 1/2" 005 HALL 4'-8" 05- "� 005 10- 01 t R EV. 1 400 / 1%/ LOPF1 0%DR I / JONATHAN SCHLOSS / / H �FREiEl 1 — J 277 BROADWAY J 028 UP 13TH FLOOR jBATH it = N NEW YORK, NEW YORK 10007 008 \ \ \ T 212 213 5546 MAIIN LEVEL ABOVE L' GYM _ F 212 202 7935 007 0 N co (0 co co is 2 STRUCTURAL ENGINEER: 300 SILMAN / N Roots -REV 1 O $-U - � O 4'-8+' 32 OLD SLIP, 10TH FLOOR 02 I o06 4 t O ® 1ca NEW YORK, NEW YORK 10005 A400 T 212 620 7970 MECHANICAL ENGINEER: 2 12'-11 1/4" LO 35'-9 1/ o A301 / I \ / 3 -6 JMV ENGINEERING SEE MECHANICALSUIT 007 DRAWINGS FOR EQUIP. - 4— N 37 WEST 39TH STREET x — GAME 703 1 LAYOUT / NEW EYORK, NEW YORK 10018 RAf ALV / I C14 ROOM o 009 T 212 852 9855 _ 0 24'-3 1 2" �'_ 1 IS RS 07 I SEE MECHANICAL LANDSCAPE DESIGNER: DRAWINGS FOR EQUIP. / 6 1 DS ® 1 ® LAYOUT M STARR WHITEHOUSE LANDSCAPE ARCHITECTS UP i t STREET 80 BROAD UNFINISHED SUITE 1700 STORAGE NEW YORK, NY 10004 GUARDRAIL 16'-8" 10'-0" 0 19'-2 3/4" 19'-6 1/4" 011 T 212 487 3272 02 03 ;� 403 0 403 REV• 1 I LIGHTING DESIGNER: -��.... is L'OBSERVATOIRE INTERNATIONAL — RESS-WIND©W — — — — — — — — 120 WALKER STREET SUITE 7E O j + ++ M NEW YORK, NY 10013 S-p 004 cl� LIGHT WELL, PER 0 7 -0 STOR I o N T 212 255 4463 EGRESS �- \ 003 � MECH N ;,� REQUIREMENTS •- ELEV. A EMIR STORAGE DRAIN LADDER ; 0 2 33- 004 61 0 \ c° "tt N °' 20'-8" 00 ,� H+C . TRASH06-5-21 I I M P ++ P N 79_6++ 14 -0 \ ��© •4AC ,c. ERR64 y�T O �� Sc C N Q z 9'-6" 26'-B" 02a008 yoQ' FOF N REVISIONS: REV. 1 PERMIT SET DECEMBER 12, 2023 N CELLAR FLOOR PLAN DRAWN BY: JSA CHECKED BY: JS 1 DATE: NOVEMBER 10, 2023 6 300 7 8 9 10 11 12 13 SCALE: AS NOTED CELLAR FLOOR PLAN A� l 00 1 1/4" e 1'0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 2 1 2 3 4 A402 5 6 A300 A401 7 A301 A402 8 A400 g A 01 A402 10 11 12 A 01 ' 13 tie POOL CABANA \ OUTDOOR 24'-3 1/2" 4'-6" 5'-0" 10'-4" 16'-4" 16'-8" 1 O'-O" 20'-8" 7'-O" 7'-O„ 2'-4" 49 -801 SHOWER 1 OPEN TO ABOVE PATIO wl A o o A 0 1 B � B I 14'-0" x I C 1 SW-2 7'-0 C I O 1 I ` DN D 3 RISERS CAD 5 14 TREADS ® 1'3" 29'-10" 114 ERRACE F E - - —� N E 3 RISERS ® 5 ' DN TR,EADS ® 1'3" N B THRC 15'-4" 33'-0" 10'-0" N 114 4G 4G BEDROOM 1 ' 01 1 10 POOL ALARM �, 20'-8" -6 G POOL ALARM — 4 �— —� ELEV.B CK 13- 13- 09 N N .-- - POOL LA K�' G 4G1 POOL ALARM 30 0 P A FINISH FLOOR - H Lu EL-Bi SW-2 �l 1/2" 7'-10 7/8" — — 4G 6G1 1 POOL UP 01 ___ pi - -_t --\ , 0 ill l I STAIR 4 �RM A4 0 lli 11 4W 1 1 1 HALLWAY j �' 1 12 JONATHAN SCHLOSS � DINING UP 277 BROADWAY DW ROOM ENTRY �o --- 103 101 G ::<G °- 12- cv 13TH FLOOR — N NEW YORK, NEW YORK 10007 - - - _ A13 -11 `b \ T2122135546 O O ,r cfl F 212 202 7935 , + LIVING it N POWDER o I I ROOM I 00M to 2 STRUCTURAL ENGINEER: A301 ( 102 109 I - A300 ry A X'—� - � 00 r- SILMAN 02 CONRETE 109 0 4'-8" 32 OLD SLIP, 10TH FLOOR A400 T PPANYAI HEARTH NEW YORK, NEW YORK 10005 F71 6G 6G I r 212 620 7970 2 4W COAT DEN 301 CLOSET 1 10 MECHANICAL ENGINEER: 4G1 L 108 A 9 -6 ------------�4+-----------=e�-----------'fir...........%o; ------ -=®--------- JMV ENGINEERING OVN — — SW-2 N � 37 WEST 39TH STREET RANGE - _ I SW-2 SUITE 703 K ITCHEN N REF 104 6 4G 115 w NEW YORK, NEW YORK 10018 -=- ---- _ FRZ - N N I CLOS 12- LAUNDRY / K 4 3 108 � IT 1 18 115 - T 212 852 9855 L 24'-3 1/2" -6 REF G1 =_ -- c N CI S G G pG pG D LANDSCAPE DESIGNER: _ OOIL ALARM FRZ 1 R SE ;S C� 7 - 6 —� In STARR WHITEHOUSE LANDSCAPE ARCHITECTS 1: -- - - _ _ _ L „ — N 4G1 80 BROAD STREET T EA S ® 10 5 - - - -- - - 16- -� --_ - - 0131 G I SUITE 1700'-6 5/ " 3'-6" 4'-5 3/8" U RD AIL 2 N 10'-0" o 4T `O T 2 YORK,12487 32720004 SCREEN 10 — _ _ PORCH O BEDROOM 2 A X -X � 4 0 29 —1 O � I CIVIL ENGINEER: 119 ERRACE 0 I�I 116'� 4G1 pG � JOHN CONDON PC M B X -x vv"�J - EL-A1 4G 4G - - p 3 RISERS ® 5 �" 1755 SIGSBEE ROAD TREADS ® 1'3" 117 A 9 "6 1 M MATfITucK, NY 11952 BREAKFAST _ DATA M T 631.298.1986 _� DN ,� 12 N i' ROOM ' ELEV.A 4 N 20 —8 \ LIGHTING DESIGNER: 106 4G L'OBSERVATOIRE INTERNATIONAL p� 14 I MUD B 120 WALKER STREET N _ o11 ROOMN 3 RISERS 0 5" N NEW EYORK, NY 10013 _ 103 TREADS ® 1'3" G pG I A 9 -6 00 T 212 255 4463 I I CONCRE 105 SW-2 Q -- -� - - P TI LITY & - PANTRY Fl 051 14'-0" 104 0 Ln Ln � �W�_1 L -6 c' Q — — Q 24'-3 O 9 _6 1/2" _ 3 RISERS ® 5 " TREADS ® 1'3" DN r — — — — — — — — — — - I � L J ' F,�kS® 'SAC 0 4n i � K� OS O� i * C'o ITT OF N� N � ISSUED FOR FILING 2023-11-10 ---------------------------------------------------------- - ---- - L - - - - - - ---- -- --- - ---------- --- --- ---------------------�I MAIN LEVEL FLOOR PLAN CC DRAWN BY: JSA i CHECKED BY: JS 1 2 3 4 5 6 1 7 DATE: NOVEMBER 10, 2023 A300 8 9 10 11 12 13 SCALE: AS NOTED G C:\JSA\XXX �C MAIN LEVEL F OORL � LAN. Aml 01 1 1/4- = 1'0" X OF X 38015 MAIN ROAD ORIENT, NY 11957-1163 2 1 2 3 4 A402 5 6 A300 A401 7 A301 A402 8 A400 g A401 A402 1 0 11 12 A401 1 3 24'-3 1/2" 4'-6" 5'-0" 10'-4" 16'-4" 16'-8" 10'-0" 20'-8" 7'-0" 7'-0" 2'-41' 4'-8" A A MASTER DECK - I EXT 00 DIN 202 POOL ALARM - - —� 14'-O" EGRESS 201 - C - - 205 - C 7'-O" - - - - ---MASTER - - - -- - E -- -- -- - - - --.. BEDROOM - -- - -- - -- - - F2011 BATHROOM j -- N 208 BEDROOM - - C4 o N I 00 I 20'-8" -- t>s W-2 F - - - - - -- — S-D - - - G EGRESS ELEV.B<@> S_ G - DRESSING cm-120 G t---B — G SW-2 H ROOM 216 217 218 219 215 - - -- ---_ 202 -- - - - - - -- - - - G pN j - HALLWAY 4'-8„ 01 i OG G G - -- - -- - - - 211 - - 203- _ _ GUARDRAiL- - - -- - - - JONATHAN SCHLOSS SIM• 207 277 BROADWAY G LINEAR _ 19 RISERS at 6 " - 13TH FLOOR i nwuN TI NCH - O EAST 18 TREADS � NEW YORK, NEW YORK 10007 GLASS i - DECK T 212 213 5546 PARTITION ------------ ------- -- - - - ------- -------- O o I ® $-D IS ABOVE F 212 202 7935 I OPEN TO BELOW I L � I �R L 1 00 MASTER G G ___- I W C�_D -.. _ I 2 STRUCTURAL ENGINEER: A301 214 BATH i A300 SILMAN 0 O j 00 � 4'-8" 32 OLD SLIP, 10TH FLOOR 02 I PARTIAL HEIGHT 226 22',1 O3- I I NEW YORK, NEW YORK 10005 A400 T 212 620 7970 - - I MECHANICAL ENGINEER: 17 A301 G E SKYLIGHT ABOVE JMV ENGINEERING j D4- N 37 WEST 39TH STREET SW-2 S _ r SUITE 703 � J 225 224 223 222 -- - - - --- - -- -- -- -. 204-1 - 209 o YORK 10018 D CLOSE 2 K N- -- - - -- 212 O T 212 852 9855 G - - -- - -- - - - - m 211 K G LAUNDRY '- 10- 209 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS - - --- _ - . _._ _- __ OG $-D --- - -- 10- G 4G L----JI-----J 80 BROAD STREET II I27074 SUIT YORK, STUDY - E � -__ - _ --- -- -- - - -- -- - - - --- ------- --- I - - T 212 487 3272 004 NEW YORK NY 10 Lo SEE A-103 FOR ROOF 4 N 1 _ �o PLAN, ROOF SLOPE AND 2 3 BEDROOM o ;CO CIVIL ENGINEER: 10 DRAINAGE 210 - - --- JOHN CONDON PC �_ _� --- ----- ----- ---- - --------- 1755 SIGSBEE ROAD M Q G G MATTITUCK, NY 11952 BATHR -MO" T 631.298.1986 - - - - -- - ... -- N 20'-g„ � LIGHTING DESIGNER: " _.-------_-_--- -- -------- -------__.__.----- _ -.- . .__. 21 L'OBSERVATOIRE INTERNATIONAL 04 120 WALKER STREET SUITE 7E O I\J NEW YORK. NY 10013 I 209 O " T 212 255 4463 � WELRESS � P SW-2 e P o \ 4 Q O Q ���SD AP? eRRO� S'TF � o 16 s� 02400e ypQ' OF N N ISSUED FOR FILING 2023-11-10 UPPER LEVEL FLOOR PLAN DRAWN BY: JSA CHECKED BY: JS 1 DATE: NOVEMBER 10, 2023 1 2 3 4 5 6 7 � 8 9 A300 I 10 11 12 13 SCALE: AS NOTED UPPER LEVEL FLOOR PLAN A� l 02 1 1/4" 1'0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 2 1 2 3 4 A402 5 6 A 00 A401 7 A301 A402 8 A400 g A 01 A402 1 0 11 12 A01 13 24'-3 1/2" 4'-6" 5'-0" 10'-4" 16'-4" 16'-8" 10'-0" 20'-8" 71-0" 7'-0" 20 -41 1 4'-811 A A 0 I 00 B g 0 I . O D D MAIN LEVEL TRELLIS ,� "ram E 4 VTR E RD1 0 R.D. + O.D. Lo R.D. + O.D. F 0 GRV-1 N G G RD7 00 LINE OF FASCIA i� H _ H 01 A400 LINE OF WALL I BELOW JONATHAN SCHLOSS 277 BROADWAY I i. 13TH FLOOR SLOPE j"/FT NEW YORK, NEW YORK 10007 T 212 213 5546 I F 212 202 7935 1 2 STRUCTURAL ENGINEER: A301 A300 SILMAN R D 5 00 FIREPLACE FLUE SKYLIGHT PER SPEC 32 OLD SLIP, LOTH FLOOR O2 ( SLOPE ��/FT RDA Q 00 NEW YORK, NEW YORK 10005 A400 j r 212 s2o 7s7o LINE OF WALL BELOW 2 MECHANICAL ENGINEER: A301 INTERNAL GUTTER 41$ VTR SLOPE: i"/10' RD2 37 WEST 39TH OC1 JMV ENGINEERING Aml 03 J i • R.D. + O.D. N I STREET 4�� VTR - v SUITE 703 - $X6 ERV O NEW YORK 10018 K EXHAUST AIR K T 212 852 9855 4 DUCT DOWN VTR GRV-1 i� LANDSCAPE DESIGNER: 4„ VTR R D9 00 MAIN LEVEL! STARR WHITEHOUSE LANDSCAPE ARCHITECTS j TRELLIS BELOW L 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 ' T 212 487 3272 GRV-1 RD4 SLOPE J��/FT JOHN CONDON PC 00 I CIVIL ENGINEER: (D R.D. + O.D. 1755 SIGSBEE ROAD M 4" VTR M A 11.298.198611952 T 3 RD8 00 N LIGHTING DESIGNER: o cD L'OBSERVATOIRE INTERNATIONAL 120 FIREPLACE RD6 02 op o suoE 7E WALKER STREET N FLU E » O NEW YORK, NY 10013 MAIN LEVEL 3 BOILER EXHAUST FLUE op MAIN LEVEL TRELLIS BELOW T 212 255 4463 ROOF BELOW 3" BOILER COMBUSTION I O AIR INTAKE DOWN Q SLOPE J"/FT OPEN TO BELOW ` (Q -- MAIN LEVEL Q TRELLIS BELOW LINE OF BUILDING FACADE BELOW 15.4 ROOF DRAINAGE DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMES SHALL COMPLY WITH SECTION 1503 OF THIS CODE AND SECTIONS 1106 AND 1108, AS APPLICABLE, OF THE INTERNATIONAL BUILDING CODE. 1503.04.01 SECONDARY (EMERGENCY OVERFLOW) DRAINS OR SCUPPERS SHALL BE PROVIDED WIHERE THE ROOF PERIMETER CONSTRUCTION EXTENDS ABOVE THE ROOF IN SUCH A MANNER THAT �pCy� WATER WILL BE ENTRAPPED IF THE PRIMARY DRAINS ALLOW BUILD UP FOR ANY REASON. THE INSTALLATION AND SIZING OF SECONDARY EMERGENCY OVERFLOW DRAINS, LEADERS AND CONDUCTORS SHALL COMPLY WITH SECTIONS 1106 AND 1108, AS APPLICABLE, OF THE 1 c INTERNATIONAL PLUMBING CODE. ' 02400b OQ TF OF NE`� N ISSUED FOR FILING 2023-11-10 ROOF PLAN DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 A300 9 10 11 12 13 SCALE: AS NOTED LOWER LEVEL FLOOR PLAN _ 1 I 38015 MAIN ROAD ORIENT, NY 11957-1163 TOP PLATE TOP PLATE TOP PLATE TOP PLATE J" WD VENEER PANEL ON SOUND SOUND SOUND Z—CLIPS & ATTENUATION, ATTENUATION, ATTENUATION, SHIMPER PARAPET CAP; SEE DETAILS/A-400 SERIES PER SPEC PER SPEC SOUND "— MORTAR EXTERIOR SIDING PER SPEC ATTACHED TO BATTENS PER 5/8" GWB 5/8" GWB ATTENUATION, ON J" CEMENT PER SPEC M \ MANUF. REQUIREMENTS BOARD -;. - •,.. I I � 5/8" GWB 6" WOOD STUD --- Y - I 3"CLOSED CELL INSULATION 6" WOOD STUD -- - - ----- - --- -- -- ------------- -- 0/GATT INSULATION 6" WOOD STUD 6" WOOD STUD iiii iiiiii Hi H Hi HillI \ TJIS, PER STRUCTURAL ENGINEER SILL PLATE SILL PLATE SILL PLATE STONE/TILE 5/8" REVEAL, LVL, PER STRUCTURAL 5/8 REVEAL, RECESSED WD— PER SPEC I \ PER SPEC APPLIED PTD WD VENEER BASE BASE W/ REVEAL SILL PLATE I I. 6" WALL STU D + GWB " WALL STUD + GWB 6" WALL STU D + GWB 6" WALL STU D + GWB ` 6G1�REVEAL BASE )lw/,�PPLIED PTD WD BASE 6W W/MW FINISH ON ONE SIDE 6T W/TILE ON BACKER BOARD © BATHROOMS \ \ \ \ TOP PLATE TOP PLATE TOP PLATE \ TOP PLATE " WD VENEER SOUND PANEL ON I SOUND ATTENUATION,NUATION, Z-CLIPS & ATTENUATION, \ ATTENUATION, SHIM PER SPEC PER SPEC PER SPEC SOUND \ 5/8" GWB ATTENUATION, EN • / - MORTAR R AR „ PER SPEC ON CEMENT \ EXTERIOR SIDING PER SPEC ATTACHED TO BATTENS PER 5/8 GWB 5/8 GWB BOARD \ MANUF. REQUIREMENTS FILL CAVITY W/INSULATION PER SPEC: 4" WOOD STUD = 4" WOOD STUD 4" WOOD STUD 4" WOOD STUD 2" CLOSED CELL \ 3-1/2" BATT INSULATION 5/8" REVEAL, SILL PLATE I PER SPEC TILE/STONE SILL PLATE \ WOOD FLOORING, PER SPEC 5/8" REVEAL, 0/ WARM BOARD 5/8" REVEAL, APPLIED PTD WD RECESSED WD- PER SPEC 0 SUBFLOOR, PER STRUCTURAL PER SPEC BASE @2A VENEER BASE \ / W/ REVEAL SILL PLATE SILL PLATE \ 4G1� 4" WALL STUD + GWB 4G2 4" WALL STUD + GWB 4W 4" WALL STUD + GWB 4T 4" WALL STUD + GWB ` TJIs, RECESSED BASE W/��PPLIED PTD WD BASE W/MW FINISH ON ONE SIDE W/TILE OR STONE PER STRUCTURAL \ \ \ TOP PLATE TOP PLATE TOP PLATE TOP PLATE \ 1/4" TEMPERED - 1/4" TEMPERED 1/4" TEMPERED 1/4" TEMPERED \ MASONITE MASONITE MASONITE MASONITE 13 SOUND 5/8" GWB "- MORTAR ATTENUATION, ON CEMENT SOUNATTACHED TO BATTENS PER MANUF. REQUIREMENTS PER SPEC ATTENUATION, BOARD EXTERIOR SIDING PER SPEC 5/8" GWB 5/8" GWB It PER SPEC FILL CAVITY W/INSULATION PER SPEC: WOOD STUD \ 2" CLOSED CELL WOOD STUD WOOD STUD WOOD STUD x 3-1/2" BATT INSULATION SILL PLATE STONE/TILE \ SILL PLATE SILL PLATE RECESSED WD- \ " REVEAL, PER APPLIED PTD WD VENEER BASE SILL PLATE SPEC BASE W/ REVEAL �I \ OG1 TYPICAL POCKET 0G2 TYPICAL POCKET 0 TYPICAL POCKET TYPICAL POCKET \ JONATHAN SCHLOSS /`�T� '.P ' g Cr i \ 277 BROADWAY RECESSED BASE W/APPLIED PTD WD BASE W/ MW FINISH 0W/ TILE OR STONE \ 13TH FLOOR \ NEW YORK, NEW YORK 10007 \ T 212 213 5546 \ WOOD FLOORING, PER SPEC F 212 202 7935 \ 0/ jj" WARM BOARD \ 0/ SUBFLOOR, PER STRUCTURAL STRUCTURAL ENGINEER: SILMAN *SHEAR WALL LOCAITONS AND SCHEDULE: \ 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 REFER TO A-100, A-101 AND A-102, S-1100, S-101. S-102, TOP PLATE TOP PLATE S-508 . \ COR—A—VENT T 212 620 7970 \ " GWB " GWB MUD SILL, PER STRUCTURAL MECHANICAL ENGINEER: \ JMV ENGINEERING WD STUD FURRING WD STUD FURRING \ 37 WEST 39TH STREET \ SUITE 703 \ NEW YORK, NEW YORK 10018 INSULATION PER INSULATION PER - \ T 212 852 9855 SPEC SPEC \ CONCRETE FOUNDATION WALL, PER STRUCTURAL DWGS. LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET 700 PRESSURE TREATED PRESSURE TREATED NEW YORK, SILL PLATE SILL PLATE DRAINAGE BOARD, PER SPEC SUITE RK, NY 10004 T 212 487 3272 REVEAL, PER APPLIED PTD WD CIVIL ENGINEER: " BASE ASE JOHN CONDON PC 1755 SIGSBEE ROAD '* a MATTITUCK, NY 11952 1 i T 631.298.1986 4GC 1 FOUNDATION WALL 4GC FOUNDATION WALL LIGHTING DESIGNER: FURRING + GWB + FURRING + GWB3 + REVEAL APPLIED WD BASE i I i L20BSERR s ROERE INTERNATIONAL I I SUITE 7E 't NEW YORK, NY 10013 j T 212 255 4463 i I CONCRETE SLAB, PER STRUCTURAL DWGS. 0/ RIGID INSULATION 0/ GRAVEL I QED AfgC eRROt i C) • I � i i I � Z Q. �O i (01 cn 024000 �QQ Fop 14 I I I PARTITION TYPES DRAWN BY: JSA CHECKED BY: JS i I , i DATE NOVEMBER 10, 2023 I i I SCALE: AS NOTED I I i EXTERIOR WALL SECTIONS: GENERIC 7n § REFER TO A-400 SERIES 'FOR SPECIFIC ROOF A� 110 AND WALL ASSEMBLAGE 5A 38015 MAIN ROAD ORIENT, NY 11957-1163 TRELLIS, FASCIA, WOOD-4 FASCIA, WOOD-4 TRELLIS, TRELLIS, WOOD-5 WOOD-5 WOOD-5 22'-4" (+/52'-4" ASL) UPPER ROOF 2 CHIMNEY CAP HEIGHT OF CHIMNEY FLUE,OIL 21 -6 (+/- 51 -6rr ASL) PER NY STATE CODE 1003.9 III UPPER ROOF 1 I 0 I , O I GUARDRAIL,FASCIA WOOD-4 , I I I I MS-1 r� PER R312 15'-5" (+/- 45'-5" ASL) HEIGHT OF CHIMNEY FLUE, LOWER ROOF PER NY STATE CODE 100)3.9 i \ EGRES \ OI FASCIA, WOOD- 225 224 " 223 O222 I i � I I I I I II ; � I I I ! 4SCRN 1 VERTICAL SIDING: -3 I . I "I I TRELWOOD , 1 I II TRELLIS,' OIL11'-2" 41'-2" ASL WOOD-5 WOOD UPPER LEVEL I j I ' lll 'I I 'I li I I ', ill ' Iil', II I illy i I II , I I I ', II I i � I I I 101 122 I i I I I I I � � I JRAL I I i i I r n r n ! j — 0 -0 (+/- 30 -0 ASL) ; _' - MAIN LEVEL �P R 29 -0 FOUNDATION 1 _ IuI y,�II,II!I• Ii'ii(IIII tIIIIIII IIIIIIi �II,i II!�III�!i 0iIlIIji!1IIIIIIII ;IIjIllI�l'I i�III,I!IIIII!'IjI il'IIiI'II!II �IIIIiiiIII�I!iIIt f'IIIiI'i I'�IIIIIIIIII'iIII jj�IIIIIII!IIjI iII:':IIII'III iItII,'II:IIIIIIII''�i'' i�iIIIjIIIIIi �OItI,I�,,I 1II' jII iIII:iIII I 0 , II - �IIIIII � T—F - RIIli ES��I EGR -I II E SS j FOUNDAT ION CONC-3 CONC-3 REV. 1 19'-0" ASL BASEV(+ SOUTH EXTERIOR ELEVATION 1/4" 1'D" TRELLIS: WOOD-5 ERTICAL SIDING: FASCIA, WOOD-4 VERTICAL SIDING: FASCIA, WOOD-4 TRELLIS: WOOD-5 WOOD-3 WOOD-3 22'-4" (+/52'-4" ASL) UPPER ROOF 2 2 -6" (+/- 51'-6" ASL) UPPER ROOF 1 OL 15 -5 (+/- 45r-5» ASL EGRSs GUARDRAIL, MS-1LOWER ROOF GUARDRAIL, PER R312PER R312 RE W' OOD 5 STAIR GUARDRAIL, PER R312 -2" (+/- 41'-2" ASL UPPER LEVEL TJ O2NAT H A N S CH L OSS 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 12 213 5546 F 212 202 7935 STRUCTURAL ENGINEER: 0 -01, (+ - 3 - ASL SILMAN MAIN LEVEL 29r-0 29r- /-- 5IiiIIIIIIII III,IIIiIIIl,I IIll iII'IIII >III 202 11 IIIIII 11�1IIjIII � I 0 rr216 O11 0 O108 — IuI II —IIi _,IIIIIIIIII Ii,iIl -IiIIj R3 E2V.OLD S L /I ¢PP�EC R? 1 �M g0Q I T�T 1 H T�F fE �T L 0O E0 �R FOUNDATION GRADE NEW YORK, NEW YORK 10�F0" 0 R 5 T 212 620 7970 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ANDSCAPE E C A EMRBCERH I1T2E, C20T2S 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 EAST EXTERIOR ELEVATION T212 487 3272 21/4" 1'0" CIVIL ENGINEER: JOHN CONDON PC 1755 SIGSBEE ROAD MATTITUCK, NY 11952 T 631.298.1986 LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL TRELLIIS, FASCIA, WOOD-4 VERTICAL SIDING, FASCIA, WOOD-4 TRELLIS, TRELLIS, 120 WALKER STREET WOOD-5 WOOD-3 WOOD-5 WOOD-5 SUITE 7E NEW YORK, NY 10013 22 -4 (+/52 -4 ASL T 212 255 4463 UPPER ROOF 2 " HEIGHT OF CHIMNEY, PER -621 51 -6 ASL) NY STATE CODE 1003.9 UPPER ROOF 1 E0AA GUARDRAIL, CiMS-1 PER R312 GUARDRAIL, MS-1 z45 -5 ASL HEIGHT OF CHIMNEY FLUE PER R312LOWER ROOF PER NY STATE CODE 1003.9 TRELLIS, SCRN-1WOOD-5EGRESS 11'-2" (+/- 41'-2" ASL UPPER LEVEL REVISIONS: < -00' " 30'-0" ASL MAIN LEVEL EXTERIOR ELEVATIONS DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED 11'-0" (+/- 19'-0" ASL) BASMENT 1[7- NORTH EXTERIOR ELEVATION As300 31/4" 1'0" - ^� � 3 I 38015 MAIN ROAD ORIENT, NY 11957-1163 TRELLIS, VERTICAL SIDING: FASCIA, TRELLIS, WOOD-5 WOOD-3 HEIGHT OF CHIMNEY, PER WOOD-4 WOOD-5 22'-4" (+/52'-4" ASL) NY STATE CODE 1003.9 _ UPPER ROOF 2 21 -6rr r (+/- 51r-6rr ASL) ! I 'I ! UPPER ROOF 1 I I I I I I 201 I ! ll ', II IIII ' II ',I 215 I _ i I iI I � O GUARDRAIL, ci 11 MS-1 i i FASCIA , WObD 4 . I r rr r rr PER R 312ll ' I 15 -5 (+/- 45 -5 ASL) _ ! HEIGHT OF CHIMNEY FLUE, LOWER ROOF j PER NY STATE CODE 1003.9 TRELLIS, ! WOOD-51111 jj/. _ IIIII --- _ - it li i � l l 227 226 I � ij ( it Gj SCRN-1 I ! O OIr I i I I II I I UPPER' LEVEL r " ) 11 -2 + 41 -2 ASL I 'I II Iili , Ili II II Ilil 111 III ! I i III II ! II I II I I I GUARDRAIL Iijll —� MS-1 it lii ; l PER R312 i Alk • jjl' i, ! i � l 'II Ijli it � I II I I jIil ! II' I I I I I _ 0 -0 (+/- 30 -0 ASL) MAIN LEVEL I 002 003 I I I i I I i I . I ! I I II it I ! 01- )0 1- , 19k - , I � I � II III I i � 'IIII Ii � I IIII j I Ilil I I I jil I I i II I II I III � I I III '' ; i I : I I 11'-0" (+/- 19'-0" ASL) BASEMENT VERTICAL SIDING: GARAGE DOOR, VERTICAL SIDING: CONC-2 CONC-2 21' W ES T E X T ERIOR E LE V ATION II :IIII! IIiIIII III �IIIII IIIIIII II(!I III I!iiiI IiII jI!iIi!IItI iI III IIIIIIII'I'IIIII � 102 109 IIIiIII i ' �IhIIIII !I.i!I !IlI I�iIIIiI 1iIIIIl,�l �IIII III c�E�_I II_ I 2III!27IIII WOOD-3 OOD-3 III (!I! IiiIIIII11III IiI I IiIIiIllIIIIIIIl iIII WIIiiII! D�IIIII VENEER �I Ill'II iiIiIII IIIIIII II I,III ,II!IlIIiIII WOOD- 3 1/4" IT 22'-4" (+/52'-4" ASL UPPER ROOF 2 OIL 21'-6" (+/- 51'-6" ASL) UPPER ROOF 1 OIL 15'-5" (+/- 45'-5" ASL) LOWER ROOF ALUM CLAD VERTICAL FASCIA, VERTICAL SIDING, MTL-1 SIDING, WOOD-4 WOOD-3 ak 11'-2" (+/- 41'-2" ASL) WOOD-3 UPPER LEVEL 7771 105 JONAT H A �s IJ � N Z� / ' S / F' � C H�G rRL� OR 0p`S0� E LI e S t S/»�'O , jR�t' / 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 F 212 202 7935 STRUCTURAL ENGINEER: SILMAN 32 OLD SLIP, 10TH FLOOR 0 -0 (+/- 3 - ASL)-MAIN LEVEL NEW YORK, NEW YORK 10005 r 212 szo 7970 FOUNDATION MECHANICAL ENGINEER: CONC-3 JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 Ilk 11'-0" (+/- 19'-0" ASL NEW YORK, NY 10004 BASEMENT T 212 487 3272 CIVIL ENGINEER: JOHN CONDON PC 1755 SIGSBEE ROAD MA7TUCK, NY 11952 T 631.298.1986 LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET 22 -4 (+/52 -4 ASL) SUITE UPPER ROOF 2 HEIGHT OF CHIMNEY, PER NEW YORK, NY 10013 NY STATE CODE 1003.9 T 212 255 4463 21'-6 51'-6" ASL) UPPER ROOF 1 FASCIA, WOOD-4 15'-5 (+/- 45'-5" ASL) LOWER ROOF VERTICAL SIDING, FASCIA, FASCIA, VERTICAL TRELLIS, WOOD-3 WOOD-4 WOOD-4 SIDING, WOOD-5 WOOD-3 11 r 41'-2" ASL) UP-PER LEVEL TY 101 A fjC 0 -0 (+ - 30'-0" ASL) MAIN LEVEL T4 OF ISSUED FOR FILING 2023-11-10 EXTERIOR ELEVATIONS DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED 11'-0" (+/- 19'-0" ASL) BASEMENT 3WEST PARTIAL EXTERIOR ELEVATION A�301 1/4" 1'0"EAST ARTIAL EXTERIOR ELEVATION 1/4 J.D. 38015 MAIN ROAD 1 2 3 4 5 6 7 8 9 10 11 12 13 ORIENT, NY 11957-1163 FASCIA, FASCIA, WOOD-4 WOOD-4 �L22'-4" (+/52'-4" ASL) _ TRELLIS, UPPER ROOF 2 WOOD-5 -- - - - WOOD-5 21'-60' + - 51'-6" ASL UPPER ROOF 1 ' VERTICAL SIDING, I IIIi , WOOD-3 4 15 -7 (+/- 45 -7 ASL) _ DRESSING ROOM HAL WAY GUARDRAIL, LOWER ROOF FASCIA, 2 02 211 MS-1 WOOD-4 PER R312 WIOX4Iill li 5 wa, FASCIA, II WOOD !I - - - - 11'-2" + - 41 '-2" ASL UPPER LEVEL - I WBX28 i ! I GUARDRAIL, MS-1 KITCHEN DINING ROOM (LIVING ROOM DEN HALL AY PER R312 104 103 102 110 11 I I I � I _ — _ - - - - - — — — — — — — DECK, 0'-0" (+/- 30'-0" ASL) _ — — — _ WOOD-1 — MAIN LEVEL X 5 — — — - FASCIA, _ — — WOOD-4 c CONC-2 1 HR FIRE / RATED CLG GARAGE HALL o HALL STOR MECH -x'-x" GARAGE DOOR, 001 005 005 010 B.O. FTG WD VENEER 00 1% SLOPE ;` I�'1% SLOP TO- DRAIN 046 ASL ,, / -- - Li —13'-0" B.O. FTG 14'-6" B.O. FTG LONGITUDINAL SECTION LOOKING NORTH 1 1/4" e 1'0" 13 12 11 10 9 - 8 7 6 5 4 3 2 1 FIXED CURB MTD FASCIA, SKYLIGHT WOOD-4 22'-4" (+/52'-4" ASL) RD2 TRELLIS, UPPER ROOF 2 — TRELLIS, RD4 WOOD-5 WOOD-5� - - 0 _ HEIGHT OF CHIMNEY, PER 21'-6" + - 51'-6" ASL NY STATE CODE 1003.9 UPPER ROOF 1 VERTICAL SIDING„ WOOD-3 II MASTER BATH FASCIA, WOOD-4 HALLWAY - 203 15 -7 (+/- 45 -7 ASL) GUARDRAIL, U RD AIL, MS-1 ao I r n ,r ' 211 I - -.---- -- - --- - - - - - HEIGHT OF CHIMNEY FLUE, PER NY LOWER ROOF ! F-- STATE CODE 1003.9 �, 5 5 \ \ 3 -0 o VERTICAL SIDING, \ \ WOOD-3 FASCIA, WOOD-4 0 04 11'-2" + - 41'-2" ASL _ M I ! RD10 M ' I • I, FASCIA, — I UPPER LEVEL ' RD5 WOOD-4 �� _— I II I it I I SCRN-1 VERTICAL SIDING ALLWAY — DEN POWD R 00 ENTRY LIVING ROOM I DINING I D IN ROOM KITCHEN a. . _ : I wooD 1 12 �` ! ! ! JONATHAN SCHLOSS / ;�,,,: ! I _ 1 10 09 101 1 22 103 104 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 DECK, WOOD-- O 0 D-1 T 212 213 5546 \1F 212 202 7935 TT r „ r n ! ! r) - 0 0 + 30 0 ASL - — j ' MAIN LEVEL .- 3 -' ` -- STRUCTURAL ENGINEER: — w1 3 W12X45 W10X33 SILMAN 32 OLD SLIP, LOTH FLOOR — NEW YORK, NEW YORK 10005 II—II \ FASCIA, T 212 620 7970 _ \ WOOD-4 — O � MECHANICAL ENGINEER: STOR MECH .1 0 1 GAME ROOM GYM MECH ROOM HALL 1 GARAGE 1 HR FIRE WOOD-3 JMV ENGINEERING B.O. F1'G 010 I 0 009 007 006 005 - _ 001 37 WEST 39TH STREET RATED CLG SUITE 703 — 1% SLOPE NEW YORK, NEW YORK 10018 T 212 852 9855 -- - 1% SLOPE-TO blZAIN -11'-0" + - 19'-0" ASL — — \ � � " IV LANDSCAPE DESIGNER: BASEMENT -_- -- - STARR WHITEHOUSE LANDSCAPE ARCHITECTS _ -13'-0" 80 BROAD STREET B.O. FTG SUITE 1700 NEW YORK, NY 10004 IOL-14'-6" — T 212 487 3272 B.O. FTG LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET P SUITE 7E NEW YORK, NY 10013 A B C D E F G H J K L M N 0 Q T 212 255 4463 FASCIA, FA CIA, WOOD-4 WO D-4 TRELLIS, 22'-4" (+/52'-4" ASL) WOOD-5 UPPER ROOF 2 -- - --- - - --- - ----- - . .. - - - - - - - - ---- -- TRELLIS, ^I WOOD-5 T7 OIL21'-6" + - 51'-6" ASL II ' SD ArC UPPER ROOF 1 ���� y N j VERTICAL SIDING, �O MASTER BEDROOM DRESSING ROOM MASTER BAH STUDY ! I WOOD-3 * �° ca 15 7 + 45 -7 ASL GUARDRAIL, MS-1 201 202 203 I 204 ! ' LOWER ROOF PER R312 a) DECK, 024008 yOQ' WOOD-1 FASCIA I II 11'-2" + - 41'-2" ASL WOOD-4 % ! TRELLIS, UPPER LEVEL ) ( WOOD-5 !, REVISIONS: 5 w12xa REV. 1 PERMIT SET DECEMBER 12, 2023 ( I DING, ii i it � l 0 ill ! ii III i !, N I DEN � PONDER ROOM COAT CLOSET 110 109 108 I III I ! I ; , i 111 rn II , III I I ! "oo ! DECK, I Ij ! I II I I I II WOOD-1 � I 'I I 'i ! II ijl I I OIL 0'-0" + - 30'-0" ASL GRATE ( / ) MAIN LEVEL - -- II , - --- - ' REMOVABLE: i I FROM BELO T.O. CONC. IGH EGRESS LADDER, PER 310.2 BUILDING SECTIONS -0' p DRAWN BY: YH, JM, GS MECH BATH '� =G ME ROOM CHECKED BY: JS 0 0 008 o r I I 009 DRAIN I I m DATE: NOVEMBER 10, 2023 00 00 SCALE: AS NOTED 00 I N7 19'-0" ASL) _ BASEMENT BUILDING SECTION THROUGH MASTER SUITE LOOKING EAST -13'-0" 3 A�400 1/4" 1.0" REV, 1 I 38015 MAIN ROAD Q 4'-0„ 0 N M L K J H G F E D C B A ORIENT, NY 11957-1163 1/2" 1' 10 1 2" " 4'-4" 4'-6 1/2" 6'-6" 3'-7" 16'-11 1/�2" 3'-11" 2 —0 5'-10" 3'-4" 3'-0" 4,-6„ 8'-0" 22'-4" (+/'52'-4" ASL)_ _ UPPER ROOIF 2 HEIGHT OF CHIMNEY, PER NY STATE CODE 1003.9 21'-6" + '— 51'-6' ASL O UPPER ROOIF 1 HEIGHT OF CHIMNEY o FLUE, PER NY 15 -7 + - 45 -7 ASL — �- - - - - - - - - - - - - - - - - -� STATE CODE 1003.9 LOWER ROOIF FASCIA, - FASCIA, WOOD-4 �j i i WOOD-4 11'-2" (+/'- 41'-2" ASL) _ RD9 RD7 UPPER LEVEL DF N0.2 '\ W4X1S O 18'O.C. i i I i I I LIVING ROOM i I VERTICAL SIDING � I I i WOOD-3 I ' i it 102 I I FJ I DECK, l WOOD-1 i i I I I ,� L- - - - - o - � I 0 0 + 3 0 ASL — I I , ii MArtN��C/EC-- � --- - --- - Cb Cb T.O. CONC. MECH ROOM 006 —x'—x" B.O. FTG -1 V-0" (+/_- 19'-0" ASL) — \/ BASEMENT I l B.O. FfG - - - - - - - - - - - - - - - - - - TION THROUGH LIVING ROOM LOOKING WEST (D_!EC 1�4" - 1'O" A B C D E F G H J K L M N 0 4'-0" Q 7 1/2 8'-O" 4'-6" 3'-0" 3'-4" 5'-10" 2'-0„ 3'-11" 16'-11 1/2" 1 ' 10 1 2" 3'-7lo 6'-6„ / 4'-4„ 4'-6 1 2" FASCIA, WOOD-4 _�22'-4" (+/'52'-4" ASL) _ UPPER ROOIF 2 FASCIA, WOOD-5 WOOD-4 21'-6" + 51'-6' ASL UPPER ROOIF 1 BEDROOM HALLWAYBEDROOM - 45 -7 AS _ 15 7 + L ( - - ) 207 21 1 210 VERTICAL SIDING, LOWER ROOF \ WOOD-3 I VERTICAL SIDING, WOOD-3 \ / TRELLIS, WOOD-5 11'-2" (+/'--41'-2" ASL) ffIIll / UPPER LEVEL 2X6 of - ---I -I --�---�--� - � _W I -- -- ----------- HALLWAY BEDROOM BEDROOM ��� 112 116 - I' I F' JONATHAN SCHLOSS VERTICAL SIDING, 277 BROADWAY WOOD-3 13TH FLOOR NEW YORK, NEW YORK 10007 OIL 0'-0" + — 30'-0" ASL FOUNDATION, \ T 212 213 5546 MAIN LEVEL — CONC-3 2s'-5' — Till i f 212 202 7935 29'-0" STRUCTURAL ENGINEER: SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 T 212 6207970 MECH STORAGE MECH STORAGE 010 10111 MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 19'-0" ASL) _ 212 852 9855 BASEMENT LANDSCAPE DESIGNER: 13'-0" STARR WHITEHOUSE LANDSCAPE ARCHITECTS B.O. FTG 80 BROAD STREET SUITE 1700 SECTION THROUGH EAST BEDROOM WING LOOKING EAST NEW YORK, NY 10004 2 T 212 487 3272 1/4" 1'0" LIGHTING DESIGNER: Q 4'-0" � N M L K J H G F E D C B q L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET 1/2 1 SUITE 7E / » 2,-0„ NEW YORK, NY 10013 4'-4" 4'-6 1/2" 6'-6" 3'-7" 1 10 1 2 16'-11 1/2" 3'-11" 5'-10" 3'-4" 3'-0" 4'-6" 8'-0" T 212 255 4463 FASCIA, WOOD-4 22'-4" (+/'52'-4" ASL) _ UPPER ROOIF 2 21'-6" + '- 51'-6" ASL UPPER ROOIF 1 I TRELLIS, WOOD-5 BEDROOM CLOSET HALLWAY ELEVATOR B BATHROOM 15'-7" (+/'- 45'-7" ASL) 210 21 1 208 LOWER ROOIF GUARDRAIL, MS-1 PER R312 FASCIA, WOOD-4 11'-2" + 41'-2" ASL _ ---- . �F-UPPER-tEVE �--�---�A I I I I I I I I I I 1 9X ,. �211 - , I - TRELLIS, WOOD-5 � I VERTICAL SIDING, I WOOD-3 BEDROOM CLOSET HALLWAY BA THROOM 116 111 114 I ���SRC R1 ®r4 < sc � I L z 0'-0" + -• 30'-0" ASL -�, ( / ) MAIN LEVEL I 9' oll - - FOB �E� ISSUED FOR FILING 2023-11-10 MECH STORAGE MECH STORAGE BUILDING SECTIONS 1010 010 DRAWN BY: YH, JM, GS CHECKED BY: JS DATE: NOVEMBER 10, 2023 19'-0" ASL) _ SCALE: AS NOTED BASEMENT B.O. FfG SECTION THROUGH EAST BEDROOM WING LOOKING WEST A�401 3 I P 38015 MAIN ROAD ORIENT, NY 11957-1163 A B C D E F G H J K L M N 0 40_00' Q 7 1/2 81 4 —6 3 —0 3 —4 5 —10 2,_0111 3 —11 is16'-11 1/2" 1' 10 1 '2" 3 —7 6 —6 1/2" 4'-4" I FAE CIA 22'-4" + 521 ASL TRELLIS, WO D-4 UPPER ROOF 2 — WOOD-5 TRELLIS III Ijljiilll it WOOD-5 it jl 21'-6" + — 51'-6" ASL UPPER ROOF 1 ! I ill l I i l IIII ! I'II VERTICAL SIDING, OL 15 —7 + — 45 —7 ASL _ GUARDRAIL, MS-1 l III ! WOOD-3 I ! I I ' � jI � IIIII ' ! I II I I II � I II I LOWER ROOF PER R312 li l l ; IIII ' ! 1, III ill II I II ; ij i III I Ijl I II i ; I I I I - -- I I I I FASCIA I I I I I I I WOOD-4 j ! I j I i III j TRELLIS, � II WOOD-5 11 -2 '+ 41 2 ASL I _ j ! UPPER LEVEL - - ._.---' - -- I I I I I I J / I _ I I 8.28 W8x28 I I I ! I I I I I VERTICAL i I I I SIDING, ! jl � ! j II � j illjll Ii ,l 111 WOOD-3 j jIl I I I I I I _ � I N I i I If I I I OPEN TO ; ENTRY 101 io BEYOND 101 I I WALKWAY, I ! I I I I I I I �I I , CONC-1 ; jl I I � Ilill � Iljl I ! ! I I„ II II II I ! II I I , I I I I I 'I I I I I I I I I I I 0 0 -I� 30 0 ASL I ,I I I I I I III I I I I , I , I MAIN LEWEL I I r I I I I II ' I I I I I I I I I I I I I I I I I I I I I I MECH ROOM —x'—x" 006 B.O. FfG I I I I I I ! I I I i I I I I I I I I I I I I I I I I I 06 —1 1'-0" (+/— 191 ASL) BASEMENIT ------ ------------------------ I L ------ -----------------------_I I ! I I r r r I I I L----� -13'-0" B.O. FfG SECTION THROUGH LIVING ROOM LOOKING WEST L7 rE 1 1/4" = 1'0" I P I A B C D E F G H J K; L M N 0 4'-0" Q 7 1/2 2'-0" 8 -0 4 -6 3 -0 3 -4 5 -10 3 -11 /2 ' 1 " 3 -7 6 -6 , „ » » 16'-11 1 1 i 10 1 ,2 4 —6 1/2 4'-4" FASCIA, FASCIA, WOOD-4 WIOD-4 22'-4" ((+/52'-4" ASL) _ UPPER ROOF 2 TRELLIS, WOOD-5 LIS, ICJ 21 —6 + — 51 —6 ASL UPPER ROOF 1 / \ / VERTICAL SIDING, WOOD-3 f I I I \/ I BATHROOM EVATOR HALLWAY ,E B H LAY , CLOSE BEDROOM 15 —7 ((�- 45 —7 ASL) _ / LOWER ROOF 115 211 0 212 2 00 \ 1 \ 00 I I I \ j / TRELLIS, JIL 11'-2" + — 41'-2" ASL \ / WOOD-5 UPPER LEVEL 'I i II fT % %. % %, % ..' � --�- -�---� ----�---1'1 I I � CV Iiil II ', I VERTICAL SIDING WOOD-3 / BATHROOM STAIR _ CLOSET BEDROOM 1 14 1 171 1 18 1 16 JONATHAN SCHLOSS/"tR�f F ;T I I I \ 277 BROADWAY 13TH FLOOR NEW YORK, NEW YORK 10007 \ \ \ T 212 213 5546 I OL 0'-0" $ - 30'-0" ASL - \ F 212 202 7935 MAIN LEWEL '2s'�5" ' i 'I - wi mx 21 1 A 29'_0 STRUCTURAL ENGINEER: SILMAN 32 OLD SLIP, 10TH FLOOR �. NEW YORK, NEW YORK 10005 / \ T 212 620 7970 MECH STORAGE ( / \ MECH STORAGE MECHANICAL ENGINEER: 010 10111 JMV ENGINEERING 37 WEST 39TH STREET \ / SURE 703 NEW YORK, NEW YORK 10018 \ / T 212 8529855 OIL —1 1'-0"' + — 19'-0" ASL i LANDSCAPE DESIGNER: BASEMEMT 1100, STARR WHITEHOUSE LANDSCAPE ARCHITECTS Lk-13'-O" 80 BROAD STREET B.O. FrG SUITE 1700 NEW YORK, NY 10004 SECTION THROUGH EAST BEDROOM WING LOOKING EAST T 212 487 3272 2 1/4" = 1'0" LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL P 120 WALKER STREET SUITE 7E NEW YORK, NY 10013 4'-0" 0 N M L K J H G F E D C B A T 212 255 4463 1/2 22'-4" ((+/52'-4" ASL) _ 4'-4" 4'-6 1/2" 6'_6" 3,_7„ 1 10 1 2 16'-11 1/2" 3'-1 1" 2 —0 5'-10„ 3,-4" 3'-0„ 4,_6" 8,_0„ UPPER FROOF 2 21'-6" + — 51'-6" ASL UPPER ROOF 1 4 15'-7" ((+/— 45'-7" ASL) _ LOWER ROOF I I II TRELLIS, WOOD-5 FASCIA, FASCIA, WOOD-4 WOOD-4 1 1'-2" ((+/- -41'-2" ASL) ji II UPPER LEVEL jII 1 I � VERTICAL SIDING, ----- ` j I I \ r I I WOOD-3 I KITCHEN BREAKFAST ROOM I I AA ; ! I Ch �Tt� I cy ti DECK, WOOD-1 WOOD-1 0'-0" — 301 ASL ,a v, MAIN LEWEL 0� -- - s� 0 0 Q wl2400 yO F OF N1 i II \ 1 HR FIRE i ISSUED FOR FILING 2023-11-10 STORAGE RATED CLG 10031 \ GARAGE BUILDING SECTIONS 001 r-L _ L----� DRAWN BY: YH, JM, GS CHECKED BY: JS \ \ / DATE: NOVEMBER 10, 2023 —1 1'-0" (+/— 19'-0" ASL) \ \ SCALE: AS NOTED BASEMENT 13'-0" B.O. FTG Am402 SECTION THROUGH EAST BEDROOM WING LOOKING WEST LLFL 3 1/4" = 1'0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 FASCIA, 22'-4" (+/52'-4" ASL) WOOD-4 UPPER ROOF 2 — - ^TT° FASCIA, O - - WOOD-4 21'-6" + - 51'-6" ASL UPPER ROOF 1 VERTICAL SIDING, I!' ! WOOD-3 VERTICAL SIDING,WOOD-3 MASTER BEDROOM BATHROOM i' BEDROOM 15'-7" + - 45'-7" ASL _ 201 j 208 '! 207 LOWER ROOF jl 11'-2" + - 41'-2" ASL _ UPPER LEVEL X i i ill j I i BATHROOM BEDROOM 1 44 ! 113 DECK, - WOOD-1 r - ' - I � . 4 0'-0" (+/- 30'-0" ASL) _ MAIN LEVEL El UNFINISHED STORAGE 010 _4 -1 1'-O" (+/- 19'-0" ASL) _ BASEMENT 13'-0" B.O. FfG (D_SECTION THROUGH MASTER BEDROOM LOOKING NORTH 1/4" 1'0" (:D (:D 4 5 6 4'-6" 5'-0" 10'-41" 16'-4" 4 22'-4" (+/52'-4" ASL) _ UPPER ROOF 2 OL 21'-6" + - 51'-6" ASL UPPER ROOF 1 OIL 15'-7" (+/- 45'-7" ASL) _ LOWER ROOF 11'-2" (+/- 41'-2" ASL) _ UPPER LEVEL FASCIA, � d WOOD-4 T T7 JONATHAN SCHLOSS /, RC1-II1 I i 277 BROADWAY ! 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 KITCHEN 1 D4 F 212 202 7935 VERTICAL SIDING, STRUCTURAL ENGINEER: WOOD-3 SILMAN II 32 OLD SLIP, 10TH FLOOR DECK, WOOD-1 NEW YORK, NEW YORK 10005 0'-0" + - 30'-0" ASL - r 212 620 7970 II MAI N LEVEL An I MECHANICAL ENGINEER: —2'-5 3/8" (+/— 27'-6 5/8" ASL) _ JMV ENGINEERING LANDING 37 WEST 39TH STREET SUITE 703 i NEW YORK, NEW YORK 10018 T 212 852 9855 STORAGE -X'-X" LANDSCAPE DESIGNER: Ilk 003 1 T B.O. FrG t STARR WHITEHOUSE LANDSCAPE ARCHITECTS , 80 BROAD STREET \ SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 —1 1'-0" (+/— 19'-0" ASL) _ \' BASEMENT LIGHTING DESIGNER: B 1 F0" L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET OIL-14'-6" 8 SUITE 7E .0. FfG NEW YORK, NY 10013 THROUGH MUDROOM STAIR T 212 255 4463 (DSEICTION 1/4" 1,0" ED Ap z C'o * �T 02400b OQ TF OF tN4 ISSUED FOR FILING 2023-11-10 BUILDING SECTIONS DRAWN BY: YH, JM, GS CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED A�403 PERFORATED GRAVEL STOP 38015 MAIN ROAD ORIENT, NY 11957-1163 15'-7" + — 45'-7" ASL) LOWER ROOF I OOF ASSEMBLY 1 —GRAVEL BALLAST PER SPEC, OVER —EPDM ROOFING PER SPEC, OVER PITCH BOARD (SLOPED TO - DRAINS AT 1/4" PER 12"), PER SPEC, OVER —3/4" PLYWD PER STRUC'L DWGS, OVER O —FRAMING PER STRC'L DWGS I —CAVITY INSULATION: / / / ///// / I 3" CLOSED SPRAY FOAM PER SPEC ® TOP; / I 6" BATT. INS. @ BOTTOM ; MTL FLASHING © CONCEALED GUTTER — % PTD EXT. GRADE WD FASCIA (WOOD-4) AS RAINSCREEN CLADDING AT HORIZ. SPANDRELS ADHERED TO FURRING STRIPS I t AIR & WATER RESISTANT _. , W12X4 BARRIER PER SPEC RAINSCREEN SIDING VENT PER � I SPEC RIGID INS. PER SPEC I I PTD EXTERIOR SOFFIT GYP. BOARD PER SPEC 1 DOWNSPOUT PER SPEC ;SEE PLMBG DWGS FOR PIPING BET. GUTTER & DOWNSPOUT; PENDING COORD. W/STRC'L ENG IF CROSSING FRAMING MEMBERS (TYP.) I I EXPANDING FOAM SEALANT BACKER ROD & CAULK CLEARSTORY FIXED WINDOWS PER SCHED. ROOF ASSEMBLY 1 —GRAVEL BALLAST PER SPEC, OVER —EPDM ROOFING PER SPEC, OVER — PITCH BOARD (SLOPED TO I I HSS 5X5X1 2 POST BEYOND PERF. GRAVEL GUARD DRAINS AT 1/4" PER 12"), PER SPEC, OVER / AROUND DRAIN —3,/4" PLYWD PER STRUC'L DWGS, OVER I I � PER STRC'L DWGS; SEE —FRAMING PER STRC'L DWGS STRC'L PLANS & DTLS ROOF DRAIN PER —CAVITY INSULATION: / — MTL FLASHING W/DRIP EDGE PLMBG DWGS 3" CLOSED SPRAY FOAM PER SPEC © TOP; 2„ I \ 6" BATT. INS. © BOTTOM I I �/ 1 V-2" + — 41'-2" ASL) , T-- UPPER LEVEL rL X111 I MTL FLASHING W DRIP EDGE I I , . PTD EXT. GRADE WD FASCIA t{ I (WOOD-4) AS RAINSCREEN CLADDING AT HORIZ. SPANDRELS ADHERED TO -- - FURRING STRIPS I , 0I / - - - LL WP MEMBRANE PER SPEC; LAP' BELOW OVERHANG & / W12X106 W12X96 SEAL TO WINDOW FRAME _ RAINSCREEN SIDING VENT PER — - SPEC BLOCKING AS REQ'D �° RIGID THERMAL BREAK PER SOLAR SHADE PER SPEC STRC'L DETAILS AL IGN PTD EXTERIOR GYP. SOFFIT RECESSED CURTAIN 2" RIGID INS. W/3/8" GAP FOR BOARD TRACK PER SPEC EXPANDING FOAM SEALANT LED LIGHT FIXT. PER SPEC "8" 2"' /4" 5 " IN METAL BRACKET BY 11 BACKER ROD & CAULK PTD GWB ON INTERIOR WALL & FABRICATOR CLG SURFACES (TYP. UON) REMOVABLE PTD GWB PANELS SLIDING DOORS PER SPEC; FLUSH W/ADJACENT CLG SEE PLANS, ELEVATIONS & WINDOW SCHED. WIZARD INTEGRATED 100mm SCREEN ON T.O. SUBFLOOR FLOOR ASSEMBLY 1 SLIDING DOORS PER SPEC; SEE JONATHAN SCHLOSS/`'.RCf'ITFC-I- -3/4" ENG. WD FLOOR PER SPEC, OV R PLANS, ELEVATIONS & WINDOW SCHED. 277 BRonowAY —1 1/8" WARMBOARD, OVER MTL FLASHING W/DRIP EDGE, W/END 13TH FLOOR —3/4" PLYWD PER SPEC DAMS; SEAL TO WP MEMBRANE —FRAMING PER STRC'L DWGS NEW YORK, NEW YORK 10007 0'-0" + — 30'-0" ASL) —NON—COMBUSTIBLE OU 0'-0" + — 30'-0" ASL M-0 O ACOUSTIC BATT. I S ® T 212 213 5546 ® MAIN LEVEL IN CAVITY (TYP. UON) ® MAIN LEVEL ) F 212 202 7935 —0'-2" + — 29' 10" ASL) Ibit ® ® —0'-2" + — 29 —10 ASL � N EXTERIOR 1fERRACE � N ) STRUCTURAL ENGINEER: 0 0 0 0 0 0 0 0 0 0 0 0 EXTERIOR TERRACE -- — — - SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 T 212 620 7970 EXTERIOR WD DECK MECHANICAL ENGINEER: PER SPEC ON MTL GRATE ON FRAMING JMV ENGINEERING PER STRC'L DWGS 37 WEST 39TH STREET SUITE 703 AZEK BLOCKING NEW YORK, NEW YORK 10018 FLUSH W/INT. T 212 852 9855 SUBFLOOR ! " LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET t\ SUITE 1700 ,`4, j I NEW YORK, NY 10004 T 212 487 3272 It STEEL BEAM PER 1 STRC'L CIVIL ENGINEER: i I BEARING PLA'ITE PER t JOHN CONDON PC e ' STRC'L DWGS i . M I; > � I SILL PLATE PER 1755 SIGSBEE ROAD 1 MATTITUCK, NY 11952 NON—SHRINK; GROUT STRC'L DWGS I FOUNDATION WALL T 631.298.1986 I j I PER STRC'L DWGS +'+ FOUNDATION WALL ' LIGHTING DESIGNER: i _, ; 2 RIGID INS. PER SPEC PER STRC'L DWGS PTD GWB CLG WHERE SHOWN; SEE RCP L'OBSERVATOIRE INTERNATIONAL FOR LOCATIONS; NON—COMBUSTIBLE 2" RIGID INS;. PER SPEC - 120 WALKER STREET ACOUSTIC BATT. INS. PER SPEC IN r SUITE 7E i CAVITY (TYP.) - •; , i NEW YORK, NY 10013 CONC. FOUNDATION WALL PER STRC'L , f{ I DWGS T 212 255 4463 j i"Ittf n PTF GWB FURRING ON WD STDS W/BATT. I ' t "I INS. IN CAVITY WHERE SHOWN ON PLANS; t }- i 1 SEE FLOOR PLANS & PARTITION TYPE I. DTLS r k _ DETAIL AT STEEL BEAM POCKET S_�ECTION , RIGID INSULATION PROTECTIVE MEMBRANE PER - SPEC CONC. SLAB PER ---,, STRC'L DWGS 1 2 RIGID INSULATION . FILTER FABRIC AROUND COURSE GRAVEL + Cyr PERF. DRAIN PIPE (SEE - PLMBG DWGS) (z I . t , 2" RIGID INS. PER SPEC 02400� ,,OQ GRANULAR f F OF NEB CAPILLARY BREAK ISSUED FOR FILING 2023-11-10 WALL SECTIONS DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 t SCALE: AS NOTED SECTION DETAIL THROUGH LIVING ROOM As41 1 3" 1'0- I 38015 MAIN ROAD ORIENT, NY 11957-1163 ROOF ASSEMBLY 3 5/8" PTD REVEAL PER SPEC —EPDM ROOFING PER SPEC, OVER ROOF ASSEMBLY 3 FLOOR ASSEMBLY 1 —EPDM ROOFING PER SPEC, OVER (PITCH BOARD (SLOPED TO —3/4" ENG. WD FLOOR PER SPEC, OVER (SLOPED TO DRAINS AT 1/4" PER 12"), PER SPEC, OVER —1 1 8" WARMBOARD, OVER —3/4" PLYWD PER STRUC'L DWGS, OVER PITCH BOARD PER 12 ), PER SPEC, OVEF DRAINS AT 1 " -3/4" PLYWD PER SPEC - _FRAMING PER STRC L DWGS -3/4" PLYWD PER STRUC'L DWGS, OVER -FRAMING PER STRC'L DWGS CAVITY INSULATION: 3" CLOSED SPRAY FOAM PER SPEC © TOP; -FRAMING PER STRC'L DWGS -NON-COMBUSTIBLE ACOUSTIC BATT. INS. E6" BATT. INS. © BOTTOM -CAVITY INSULATION: IN CAVITY (TYP. UON) 3" CLOSED SPRAY FOAM PER SPEC © TOP; 6" BATT. INS. © BOTTOM - i ! 0 0 0 0 0 0 22'-4" + — 52'-4" A_SL _ _ _ UPPER ROOF 2 UPPER ROOF 2 3'-4" ASL) EXT.WALL ASSEMBLW 1 —WD SIDING PER SPEC ATTACHED TO BATTENS (PTD EXT. GRADE WD FASCIA ---,,,,, I & SPACERS PER MANUF. REQUIREMENTS. ((WOOD-4) AS RAINSCREEN —WATER RESISTIVE, VAPOR PERMEABLE (CLADDING AT HORIZ. PTD EXT. GRADE WD FASCIA MEMBRANE ON EXTERIOR SHEATHING; SPANDRELS ADHERED TO j (WOOD-4) AS RAINSCREEN —2" CLOSED CELL :SPRAY FOAM INS. PER SPEC (FURRING STRIPS � I, j '; I CLADDING AT HORIZ. ON OUTSIDE. At SPANDRELS ADHERED TO —3.5" MINERAL WOOL BATT. INS. INSIDE. FURRING STRIPS —PTD 5/8" GWB 01`N INTERIOR (TYP., LION) ON f 6" STDS AIR & WATER RESISTANT AIR & WATER RESISTANT FRAMING PER STRC"L DWGS BARRIER PER SPEC j cp BARRIER PER SPEC I I I (FRAMING PER STRC'L DWGS - FRAMING PER STRC'L DWGS MOTORIZED ROLLER SHADE PER SPEC; 1 --- 'D I BLOCKING ABOVE A5 REQ'D Q PTD EXT. GRADE TRELLIS PTD EXT. GRADE TRELLIS — (,WOOD-5) ANCHORED TO ,I ° o ° O _ _. (WOOD-5) ANCHORED TO BLOCKING AS REQ'D). BLDG FRAMING BLDG FRAMING o 0 RAINSCREEN SIDING VENT PER t SPEC I it LAP WP OVER 1.0. OPN'G; � _ � I ,) ' /,` I\i SEAL WINDO AME AS �o W12X50 o o — 00 SLIDING DOORS PER SPEC; 5/8" PTD REVEAL PER SPEC � I a 2 3 8" SEE PLANS, ELEVATIONS & REMOVABLE PTD GWB WINDOW SCHED. REMOVABLE PTD GWB PANELS ILAP WP OVER T.O. OPN'G; SEAL TO FLUSH W/ADJACENT CLG 8 1/8" (WINDOW FRAME AS REQ'D PANELS FLUSH ! W/ADJACENT CLG , SLIDING DOORS PER SPEC; SEE MOTORIZED ROLLER (PLANS, ELEVATIONS & WINDOW SCHED. SHADES PER SPEC ! 0 ! ;3'-6" (+/— 33'-6" ASL) WINDOWS PER SPEC; SEE PLANS, j T.O. AWNING WINDIOW ° ELEVATIONS & WINDOW SCHED. 33'-6" ASL) V WINDOW SILL I MW BENCH; SEE IN. ELEVS I I' & MW DETAILS WINDOWS PER SPEC; SEE PLANS, o ELIEVATIONS & WINDOW SCHED. 1 j I i - -_ - 1 '-9" (+/— 31'-9" ASL) �'VINDOW SILL I - 5/8" PTD REVEAL PER SPEC - Q I < FLOOR ASSEMBLY 1 —3/4" ENG. WD FLOOR PER SPEC, OVER STL POST BEYOND PER —1 1/8" WARMBOARD, OVER STRC'L DWGS —3/4" PLYWD PER SPEC O PTD STL GUARDRAIL TO MATCH -FRAMING PER STRC'L DWGS WINDOW FRAMES -NON-COMBUSTIBLE ACOUSTIC BATT. INS. IN CAVITY (TYP. UON) 11'-2" + - 41 _2" ASL _ _ _ _ UPPER LEVEL ° , - u u l o 0 0 0 0 D 0 0 0 0 0 • MUD SILL, PER STRUCTURAL _ - ROOF ASSEMBLY 2 ix —WOOD DECK ON PEDESTALS, OVER 5/8 PTD REVEAL PER SPEC —EPDM ROOFING PER SPEC, OVER —PITCH BOARD (SLOPED TO ; EXT.WALL ASSEMBLY 1 FLOOR ASSEMBLY 1 -3/4" ENG. WD FLOOR PER SPEC, OVER DRAINS AT 1/4 PER 12»), PER SPEC, OVER ! �� —WD SIDING PER SPEC ATTACHED TO BATTENS ! —1 1/8" WARMBOARD OVER _3/4�, PLYWD PER SPEC j ! ! / & SPACERS PER MANUF. REQUIREMENTS. —3/4" PLYWD PER SPEC FRAMING PER STRC'L DWGS I I ! ! —WATER RESISTIVE, VAPOR PERMEABLE —CAVITY INSULATION: ! MEMBRANE ON EXTERIOR SHEATHING; —FRAMING PER STRC'L DWGS—NON—COMBUSTIBLE ACOUSTIC GATT. INS. 3 CLOSED SPRAY FOAM PER SPEC @ TOP; —2" CLOSED CELL SPRAY FOAM INS. PER SPEC 6 BATT. INS. © BOTTOM i ON OUTSIDE. i I IN CAVITY (TYP. UON) 1 00 _ 300 ASL) I , ,+ - ; —3.5" MINERAL WOOL BATT. INS. INSIDE. _ (+/ MAIN LEVEL - A —PTD 5/8" GWB ON INTERIOR (TYP., UON) ON 00 ; j . „ 0 0 0 0 0 0 CONCRETE FOUNDTA�TION PTD EXT. GRADE WD FASCIA - t `. t 6 STDS � WILL, PER STRUCTURAL (WOOD-4) AS RAINSCREEN -�` 1 DWGS. CLADDING AT HORIZ. 1 FRAMING PER STRC L DWGS SPANDRELS ADHERED TO 4. JONATHAN SCHLOSS PROTECTIVE MEMBRANE PER FURRING STRIPS; APPLY UP & SF OVER GUARDRAIL CURB W12X87 / MOTORIZED ROLLER SHADE PER SPEC; 277 BROADWAY f t BLOCKING ABOVE AS REQ'D 13TH FLOOR NEW YORK, NEW YORK 10007 \ - - BLOCKING AS REQ'D. j y i I, T 212 213 5546 I \, AIR & WATER RESISTANT f `' F 212 202 7935 BARRIER PER SPEC i 7 RAINSCREEN SIDING VENT PER SPEC STRUCTURAL ENGINEER: W12X45 00 FRAMING PER STRC'L DWGS / ®� SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 00 T 212 620 7970 5/8" PTD REVEAL PER SPEC 2 3/8" MECHANICAL ENGINEER: REMOVABLE PTD GWB PANELS JMV ENGINEERING FLUSH W/ADJACENT CLG 8 1/8" 37 WEST 39TH STREET SUITE 703 I I, NEW YORK, NEW YORK 10018 T 212 852 9855 LANDSCAPE DESIGNER: 4 1/2 1 STARR WHITEHOUSE LANDSCAPE ARCHITECTS SECTION DETAIL THROUGH MASTER BEDROOM TERRACE SECTION DETAIL THROUGH STUDY WINDOW 80 BROAD STREET 2 3 SUITE 1700 3" = 1'0" 3" - 1'0" NEW YORK, NY 10004 T 212 487 3272 CIVIL ENGINEER: O JOHN CONDON PC 0 1755 SIGSBEE ROAD MATTITUCK, NY 11952 T 631.298.1986 I><I LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET •- - ,- .,- SUITE 7E NEW YORK, NY 10013 T 212 255 4463 PTF GWB FURRING ION WD STDS { W/BAIT. INS. IN CAVITY WHERE -,; SHOWN ON PLANS; SEE FLOOR I { PLANS & PARTITION TYPE DTLS FLOOR ASSEMBLY 3 —3" TOPPING SLAB W/EMBEDDED RADIANT HEAT TUBES, OVER —5" CONC. SLAB PIER STRC'L DWGS —2" RIGID INSULATION OVER GRAVEL BED 7 >< 4 PERFORATED PERIMETER DRAIN PIPE FILTER FABRIC GRAVEL i QED ,A/j 01 co oA. zaoo� yoQ' F ISSUED FOR FILING 2023-11-10 WALL SECTIONS DRAWN BY: JSA CHECKED BY: JS NOVEM8ER 10, 2023 SCALE: AS NOTED A�411 SECTION DETAIL THROUGH DEN WINDOW 1 3" = 1-0" I 38015 MAIN ROAD ORIENT, NY 11957-1163 5/8" FIRE—RATED GWB, TYP. FOR ALL HOISTWAY WALLS NO TRIM/CASING ON HDWD JAMB HOISTWAY SIDE, FLAT TAPE TO JAMB. FLOORING, DRYWALL, JAMB RECESSED ALL TO BE FLUSH BALL CATCH OFFSET PIVOT AT HEAD 2X4 WALL FRAMING HINGE SC HWD. DOOR N -- 8 rr OFFSET PIVOT HINGE PTD WOOD DOOR Q FROM FACE OF DOOR TO 11J�� 1 3/4" FILLER PANEL CLOSED ACCORDION GATE 1 1/2" MECHANICAL INTERLOCK HEAD ELEVATOR FOLDING GATE THRESHOLD OFFSET PIVOT � HINGES 21'-6" + — 51'-6" ASL FINISHED FLOOR UPPER ROOF 1 xx�l 0 0 0 0 0 9 TYP. ELEVATOR DOOR - JAMB DETAIL 3"=1'-0" RUN CLEARANCE N BATHROOM 2 88 07 A610 I I 6G 4'-3 3/4" `° HALLWAY ELEVATOR B BATHROOM CAI-D 211 I 2 88 � N ELEVATOR B I � I TYP. ELEVATOR DOOR - HEAD/THRESHOLD DETAIL — — — — — — — 8 3"=1'-0" EL-1 6G 11'-2" + — 41'-2" ASL — — — — — 11'-2" + — 41'-2" ASL UPPER LEVEL " UPPER LEVEL HALLWAY 211 I i ELEVATOR B - SECOND FLOOR PLAN I I 6 JONATHAN SCHLOSS 277 BROADWAY I I 13TH FLOOR NEW YORK, NEW YORK 10007 T 212 213 5546 03 BATHROOM F 212 202 7935 A610 114 STRUCTURAL ENGINEER: KITCHEN 07 I I SILMAN 104 A610 32 OLD SLIP, 10TH FLOOR NEW 4G1 EL-A1 YORK, NEW YORK 10005 T 212 620 7970 CM-D MECHANICAL ENGINEER: UTILITY & I ELEVATOR A 00 S-D I JMV ENGINEERING 4'-3 3/4" PANTRY KITCHEN STAIR BATHROOM 105 104 6G1 4'-3 3/4" 4G1 1 1 1 1 14 37 WEST 39TH STREET SUITE 703 NEW- - - - YORK, NEW YORK 10018 mm T 212 852 9855 4G ELEVATOR A I - N I I LANDSCAPE DESIGNER: 1 BREAKFAST ELEVATOR B `tj STARR WHITEHOUSE LANDSCAPE ARCHITECTS � ROOM � 80 BROAD STREET [106 SUITE 1700 NEW YORK, NY 10004 - - - - - I T 212 487 3272 Ll - EL-B1 LIGHTING DESIGNER: r „ , rr r " , 6G1 - CIS-D 0'-0" + — 30 —0 ASL 6G LOBSERVATOIRE INTERNATIONAL MAIN LEVEL 0 —0 + — 30 —0 ASL _ _ _ MAIN LEVEL „, 120 WALKER STREET I I � ... � SUITE 7E 5'-7 1/4" I I NEW YORK, NY 10013 T 212 255 4463 STAIR 111 I I I I ELEVATOR A - FIRST FLOOR PLAN EILEVATOR B - FIRST FLOOR PLAN 2 5 1/2"=1'-O" EM I I I u I I 03 - UNFINISHED C=� A610 �1 � .w STORAGE s 010 07 4G ( I -.` ' SUMP PIT 6G BELOW (I 00 CONCRETE ': '':"' in TRASH STORAGE I UNFINISHED FOUNDATION r ,r HALL STORAGE 4GC 002 003 WALL �,..;;� 2 —0 005 010 6G '-3 3 „ f SUMP PIT r ;. L_ N BELOW 04 ELEVATOR A r EMIR A ELEVATOR J7, EMR B 03 I I STORAGE 2aoOF N4G2� SUMP PIT RE:MEP/STRUCT 6G SUMP PIT RE: — — — — — — 4G MEP/STRUCT ISSUED FOR FILING 2023-11-10 :."=.r",'•'; OIL —11'-0" + — 19'-0" ASL — — — — '°"� BASEMENT —I BASEMENT + ELEVATOR DETAILS 6G 5'-8" 2'—O" I 2X4 WALL I. OZ- DRAWN BY: JSA CHECKED BY: JS I TRASH ROOM . ' � - • r rr 0 0 DATE: NOVEMBER 10, 2023 10- - - SCALE. AS NOTED A�61 ELEVATOR A- BASEMENT PLAN ELEVATOR A- SECTION EILEVATOR B - BASEMENT PLAN ELEVATOR B - SECTION 1 3 4 7 1/2"=1'-O" 3/4"=1'-0" 1//2"=1'-O" 3/4"=1'-O" I 38015 MAIN ROAD ORIENT, NY 11957-1163 CHIMNEY CAP INSULATED CHIMNEY 0 I i� STORM COLLAR ROOF FLASHING , 5'•-0" MIN. Et 6 1/2" DIA. COMBUSTION AIR INLET I TO BE 5'-0" FROM HOLE EDGE TO NEAREST END SUPPORT OF TJI. COORDINATE W/ STRUCTURAL. CEILING SUPPORT BOX I I I ' co INSULATED METAL FLUE L------- 10 1/4" 3" 1'-1 1/8" CAST—IN—PLACE CONCRETE • o 0 o STEEL I STEEL PLATE PLATE CAST—IN—PLACE CONCRETE 04 I Y ' O I ZPOLISHED � � I ZPOLISHED CONCRETE I i CONCRETE STEEL PLATE FLOORING FLOORING I I I FIREPLACE i� INSERT \ 1'-9 1/4" 1'-9 3/4" JONATHAN SCHLOSS / 277 BROADWAY o 13TH FLOOR I IL NEW YORK, NEW YORK 10007 r T 212 213 5546 F 212 202 7935 I STRUCTURAL ENGINEER: SILMAN COMBUSTION AIR INLET G ° 32 OLD SLIP, 10TH FLOOR (6 1/2" DIA.) ' y NEW YORK, NEW YORK 10005 00 POLISHED CONCRETE ° ° � r 212 szo 7970 0 0 0 • I MECHANICAL ENGINEER: CONCRETE ON STEEL BEAM METAL DECK " JMV ENGINEERING RE: STRUCT. RE: STRUCT. c°' ' 37 WEST 39TH STREET SUITE 703 • d ° ° ° ° ° .i ° d ° • ° d °° NEW YORK, NEW YORK 10018 o 0 T 212 852 9855 a a N n 5' 0" MIND. STEEL f• LANDSCAPE DESIGNER: — \ PLATE STARR WHITEHOUSE LANDSCAPE ARCHITECTS FRO�M\FIOLE EDGE TO TJII END SUPPORT •� . 80 BROAD STREET / \ SUITE 1700 CAST—IN—PLACE TE2 20 87 32720004 CONC,RETE LIGHTING DESIGNER: L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET 1'-4" 7 1/2" 1'-11" 7 1/2" 1'-4" SUITE 7E NEW YORK, NY 10013 T 212 255 4463 5'-10" SECTION E CTs°I O• N D E°d dT dA d°I Ldd °.A T FIREPLACE 0000000 000000�00oo0 0��o0—o��oo�°.—�:_ou,;0 r0o—n�0nu;oo � °d °• d° ° •d°°,°.°° PLAN LAN 1D'-0E° TAIL AT FIREPLACE 6 7 1 1/2"=1'—o" 1 INSULATED POLISHEDFLUE CONCRETE FLOOR IIII III(IIII I INSULATED �iIIjIIIIII I - -INSULATED METAL FLUE METAL FLU E INE OF STEEL PLATE LINE OF WOOD STEEL PLATE STEEL PLATE FIREPLACE iIIII STEEL PLATE BEYOND m Er B d CAST—IN—PLACE eRROtCONCRETE 0 a ° — LJ LINE OF FIREPLACE LINE OF� — LINE OF FIREPLACE FIREPLACE ° INSERT INSERT INSERT ° a�aoo� GRILLE OVER OF N AIR OUTLET CAST—IN—PLACE CAST—IN—PLACE CAST—IN—PLACE ISSUED FOR FILING S y<pTo �Q 20 23-11-10 STEEL CONCRETE CONCRETE CONCRETE PLAT FIREPLACE DETAILS 07 °• CONVECTION A61 COMBUSTIONDRAWN BY: JSA AIR INLET AIR INLET CHECKED BY: JS ° DATE: NOVEMBER 10, 2023 SCALE: AS NOTED L — — — — — — — — — — — — — — — f7 Ll__0001� e001 POLISHED CONCRETE FLOOR STEEL PLATE y; YNLARGED PLAN AT FIREPLACE NORTH ELEVATION — FIREPLACE WEST ELEVATION — FIREPLACE SOUTH ELEVATION - FIREPLACE EAST ELEVATION — FIREPLACE A�61 1 1 2 3 4 5 /4"=1'-0" 3/4"=1 —0" 3/4"=1'—O" 3/4"=1 —0" 3/4"=1'—O" 38015 MAIN ROAD DOOR SCHEDULE ORIENT, NY 11957-1163 ROOM DOOR FRAME FIRE DR# LOCATION # HDWR SET SADDLE RATING STC REMARKS MATERIAL TYPE WIDTH HEIGHT THIICKNESS FINISH MATERIAL TYPE HEAD JAMB FINISH 001-1 GARAGE 001 STEEL/WD GARAGE 9'-0" 8'-2" WD VENEER 001-2 GARAGE 001 STEEL/WD GARAGE 9'-0" 8'-2" WD VENEER 002-1 TRASH 002 PRIVACY SC HWD FLUSH,HINGE 3'-0" 8'-0" 1 3/4" PAINT 003-1 STORAGE 003 PRIVACY SC HWD FLUSH,HINGE 3'-0" 8'-0" 1 3/4" PAINT FIRE RATED 003-2 STORAGE 003 PASSAGE SC HWD FLUSH, HINGE 3'-0" 8'-0" 1 :3/4" PAINT 003-3 HALLWAY 003 PASSAGE SC HWD FLUSH, HINGE 2'-6" 7'-0" 1 :3/4" PAINT 004 GROCERY STORAGE 004 PASSAGE SC HWD FLUSH,HINGE 3'-0" 8'-0" 1 3/4" PAINT 005-1 HALLWAY 005 PASSAGE SC HWD POCKET 4'-3" 8'-0" 1 :3/4" PAINT 005-2 HALLWAY 005 PASSAGE SC HWD FLUSH, HINGE 2'-6" 7'-0" 1 :3/4" PAINT COORDINATE DOOR 005-3 HALLWAY 005 PASSAGE SC HDW FLUSH, HINGE 3'-0" 8'-0" 1 3/4" PAINT DIMENSIONS AND 6 PAIR CONFIG. WITH MECH EQUIP AND DUCTS 006-1 MECHANICAL 006 PASSAGE SC HWD FLUSH, HINGE 3'-0" 8'-0" 1 :3/4" PAINT FIRE RATED 007 GYM 007 PASSAGE SC HWD POCKET 3'-0" 8'-0" 1 3/4" PAINT 008 BATH 008 PRIVACY SC HWD FLUSH, HINGE 2'-8" 8'-0" 1 3/4" PAINT 010-1 MECHANICAL / STORAGE 010 PRIVACY SC HWD DOUBLE DOOR 4'-6" 8'-0" 1 3/4" PAINT 010-2 UNFINISHED STORAGE 010 PASSAGE SC HWD FLUSH, HINGE 3'-0" 8'-0" 1 3/4" PAINT EL—A—O ELEVATOR A 003 PASSAGE SC HWD FLUSH, HINGE 3'-0" TBD 1 3/4" PAINT EL—B—O ELEVATOR B 005 PASSAGE SC HWD FLUSH, HINGE 3'-0" TBD 1 3/4" PAINT 105 PANTRY 105 PASSAGE SC HWD POCKET 2'-8" 8/24 1 3/4" PAINT 107 MUDROOM 107 PASSAGE SC HWD POCKET 4'-10" 9'-6" 1 3/4" PAINT 108 COAT CLOSET 108 -- SC HWD DOUBLE DOOR 3'-6" 9'-6" 1 3/4" WD STAIN 109 POWDER ROOM 109 PRIVACY SC HWD FLUSH, HINGE 2'-6" 8/24 1 3/4" PAINT 112-1 STAIR 111 PASSAGE SC HWD POCKET 5'-0" 7'-6" 1 3/401 PAINT 112-2 HALLWAY 112 PASSAGE SC HWD DOUBLE DOOR 4'-0" 9'-6" 1 3/4" PAINT 113-1 BEDROOM 113 PRIVACY SC HWD FLUSH, HINGE 3'-2" 8/24 1 3/4" PAINT 113-2 BEDROOM 113 PASSAGE SC HWD DOUBLE DOOR 8'-0 9'-6" 1 3/4" PAINT 114 BATHROOM 114 PRIVACY SC HWD FLUSH,HINGE 2'-8" 8/24 1 3/4" PAINT 115 LAUNDRY 115 PASSAGE SC HWD POCKET 2'-1Off 8/24 1 3/4" PAINT 116-1 BEDROOM 116 PRIVACY SC HWD FLUSH,HINGE 3'-2" 9'-4 1 3/4" PAINT JONATHAN SCHLOSS /'.F,C-° aI-s E7 116-2 BEDROOM 116 PASSAGE SC HWD POCKET 2'-4" 9'-4 1 3/4" PAINT 277 BROADWAY 1/2 13TH FLOOR NEW YORK, NEW YORK 10007 117 BATHROOM 117 PRIVACY SC HWD FLUSH,HINGE 2'-8" 9'-4 1 3/4" PAINT T 212 213 5546 1/2 F 212 202 7935 EL—A-1 ELEVATOR A 104 PASSAGE SC HWD FLUSH,HINGE 3'-0" TBD 1 3/4" PAINT STRUCTURAL ENGINEER: SILMAN EL—B-1 ELEVATOR B 111 PASSAGE SC HWD FLUSH,HINGE 3'-0" TBD 1 3/4" PAINT 32 OLD SLIP, 10TH FLOOR NEW YORK, NEW YORK 10005 T 212 620 7970 201 MASTER BEDROOM 201 PRIVACY SC HWD FLUSH,HINGE 2'-8" 8/24 1 3/4" PAINT MECHANICAL ENGINEER: 203-1 MASTER BATH 203 PRIVACY SC HWD POCKET 2'-8" 9'-4 WEST 1 3/4" PAINT JI JM ENGINEERING V STREET SUITE 703 203-2 MASTER BATH 203 PRIVACY SC HWD POCKET 3'-6" 8'-8" 1 3/4" PAINT NEW YORK, NEW YORK 10018 T 212 852 9855 204-1 STUDY 204 PRIVACY SC HWD FLUSH, HINGE 2'-8" 91-4 1 3/4" PAINT LANDSCAPE DESIGNER: STARR WHITEHOUSE LANDSCAPE ARCHITECTS 204-2 STUDY 204 PASSAGE SC HWD POCKET 2'-8" 9'-4 1 3/4" PAINT 80 BROAD STREET SUITE 1700 8'-6 NEW YORK, NY 10004 207-1 BEDROOM 207 PRIVACY SC HWD FLUSH, HINGE 3'-2" 1/2„ 1 3/4" PAINT T 212 487 3272 207-2 BEDROOM 207 -- SC HWD DOUBLE 8'-0 8'-8" 1 3/4" PAINT CIVIL ENGINEER: SLIDING 3/4 JOHN CONDON PC 208 BATHROOM 208 PRIVACY SC HWD FLUSH, HINGE 2'-8" 8'-6 1 3/4" PAINT 1755 SIGSBEE ROAD 1/2 MATTITUCK, NY 11952 T 631.298.1986 209 LAUNDRY 209 PASSAGE SC HWD POCKET 2'-10" 8/26 1 3/4" PAINT LIGHTING DESIGNER: 210-1 BEDROOM 210 PRIVACY SC HWD FLUSH, HINGE 3'-2" 8/26 1 3/4" PAINT L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET 210-2 BEDROOM 210 PASSAGE SC HWD FLUSH, HINGE 2'-4" 8'-6 1 .3/4" PAINT SUITE 7E 1/2 NEW YORK, NY 10013 T 212 255 4463 211 HALLWAY 211 PASSAGE SC HWD DOUBLE DOOR 4'-0" 7'-6" 1 3/4" PAINT 213 BATHROOM 213 PRIVACY SC HWD FLUSH, HINGE 2'-8" 8/26 1 3/4" PAINT EL-8-2 HALLWAY 211 PASSAGE SC HWD FLUSH, HINGE 3'-0" TBD 1 3/4" PAINT 'SAC ����b�' ERR 0C z � * O ,I c 024008 OQ TFOF NE�y ISSUED FOR FILING 2023-11-10 DOOR SCHEDULE DRAWN BY: JSA CHECKED BY: JS DATE: NOVEMBER 10, 2023 SCALE: AS NOTED Ae700 I 38015 MAIN ROAD EXTERIOR DOOR; + WINDOW SCHEDULE EXTERIOR DOOR + WINDOW SCHEDULE ORIENT, NY 11957-1163 FINISH FINISH TYPE. (SEE FRAME INT. EXT. TYPE. (SEE FRAME INT. EXT. # LOCATION MANUF. A-711 .0) MODEL OPERATION WIDTH HEIGHT MAT. FIN. FIN. NOTES # LOCATION MANUF. A-711 .0) MODEL OPERATION WIDTH HEIGHT MAT. FIN. FIN. NOTES 2-25 LIVING ROOM - FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY 001 -1 GARAGE ZENDOOR L SENZA OVERHEAD 9'-0" 8'-2„ WD WD CLAD TO MATCH SIDING, FLUSH DOOR DOOR STAIN MOUNTED LIVING ROOM - 2-26 CLERESTORY FLEETWOOD A FIXED 7'-6" 2'-9" ALUM. ALUM. TRIPLE GLAZE 001 -2 GARAGE ZENDOOR L SENZA OVERHEAD g'-0" 8'-22) WD WD CLAD TO MATCH SIDING, FLUSH DOOR DOOR STAIN MOUNTED LIVING ROOM - 2-27 CLERESTORY FLEETWOOD A FIXED 7'-6" 2'-9" ALUM. ALUM. TRIPLE GLAZE 0-02 STORAGE FLEETWOOD H5 HINGED 3'-6" 8'-2" ALUM. ALUM. 3-01 STAIR VELUX K SKYLIGHT 6'-10" 3'-0" ALUM. ALUM. 0-03 TRASH RM. 3'-0" 8'-2" WD/HM DOOR; NOT A FLEETWOOD DOOR 0-04 GAME ROOM FLEETWOOD G5 TWO TRACK 19"- 1 1 /2" 5'- 10" ALUM. ALUM. EGRESS; SEE ELEVATION FOR OPERABILITY SLIDER (TYP.) 1 -01 LIVING ROOM 102 FLEETWOOD G7 SOLIDER 15'- 11 5/8" 6'-0" ALUM. ALUM. REV. 1 1 -02 MUDROOM STAIR FLEETWOOD F FIXED 4-'- 10 3/8" 9'-6" ALUM. ALUM. HINGED, 1 -03 MUDROOM 107 FLEETWOOD H3 FIXED 4'-6" 9'-6" ALUM. ALUM. SIDELIGHT POCKET 1 -04 BREAKFAST ROOM 106 FLEETWOOD G8 SLIDERS 9 '-11 1 /4" 9'-6" ALUM. ALUM. W/SCREENS HINGED. 1 -05 KITCHEN 104 FLEETWOOD H3 FIXED 4-'- 10 5/8" 9'-6" ALUM. ALUM. SIDELIGHT 1 -06 KITCHEN 104 FLEETWOOD G6 TWO TRACK 9'-9 3/8" 6'-0" ALUM. ALUM. SLIDER 1 -07 KITCHEN 104 FLEETWOOD F FIXED 4-'-1 1 5/8" 9'-6" ALUM. ALUM. 1 -08 KITCHEN 104 FLEETWOOD G2 TWO TRACK 1 4'-7 3 4" 'SLIDER / 9'-6" ALUM. ALUM. 1 -09 DINING 102/LIVING FLEETWOOD F FIXED 4'-10" 9'-6" ALUM. ALUM. ROOM 103 1 -10 DINING 102/LIVING FLEETWOOD G3 MULTITRACK 32'-0 1 /4" 9'-6" ALUM. ALUM. WIZARD SCREEN ROOM 103 'SLIDER 1 - 1 1 DEN 110 FLEETWOOD G4 TWO TRACK 20'-0" 9'-6" ALUM. ALUM. SILDER 1 -12 BATH 114 FLEETWOOD C CASEMENT 2'-6" 5'-2" ALUM. ALUM. SEE ELEVATION FOR OPERABILITY (TYP.) 1 -13 BEDROOM 113 FLEETWOOD B2 FIXED, 7P-6" 7'-9" ALUM. ALUM. AWNING 1 -14 BEDROOM 113 FLEETWOOD H4 HINGED 3'-6" 9'-6" ALUM. ALUM. SEE PLAN & ELEV. FOR OPERABILITY (TYP.) 1 -15 BEDROOM 113 FLEETWOOD D AWNING 2'-6" 2'-6" ALUM. ALUM. 1 -16 HALLWAY 112 FLEETWOOD G9 TWO TRACK 1 6'-2 1 /2" 9'-6" ALUM. ALUM. UNEQUAL PANELS, SEE ELEV. 'SLIDER 1 -17 LAUNDRY 109 FLEETWOOD D AWNING 6'-1 " 2'-6" ALUM. ALUM. 1 -18 BATHROOM 117 FLEETWOOD C CASEMENT 2'-6" 5'-2" ALUM. ALUM. SEE ELEVATION FOR OPERABILITY (TYP.) 1 -19 BEDROOM 116 FLEETWOOD H4 HINGED S-7 3/4" 9'-6" ALUM. ALUM. 1 -20 BEDROOM 116 FLEETWOOD B2 FIXED, 7'-6" 7'-9" ALUM. ALUM. AWNING 1 -21 DEN 110 FLEETWOOD B4 FIXED + 20'-0" 7'-9" ALUM. ALUM. AWNING 1 -22 ENTRY 101 FLEETWOOD H 1 FIXED, 9'-8 1 /4" 9'-6" ALUM. ALUM. ENTRY DOOR IS WOOD; NOT FLEETWOOD JONATHAN SCHLOSS/ :Fig I-€' Cm T TRANSOM ' 277 BROADWAY HINGED, 13TH FLOOR NEW YORK, NEW YORK 10007 1 -23 ENTRY 101 FLEETWOOD H2 FIXED+ 9'-8 1 /4" 9'-6" ALUM. ALUM. T 212 213 5546 TRANSOM F 212 202 7935 2-01 MASTER BEDROOM 201 FLEETWOOD F FIXED 6'-8 7/8" 9'-6" ALUM. ALUM. STRUCTURAL ENGINEER: SILMAN TWO TRACK 32 OLD SLIP, LOTH FLOOR 2-02 MASTER BEDROOM 201 FLEETWOOD G4 'SLIDER 20'-0" 9'-6" ALUM. ALUM. NEW YORK, NEW YORK 10005 T 212 620 7970 2-03 MASTER BEDROOM 201 FLEETWOOD F FIXED 6'-8 7/8" 9'-6" ALUM. ALUM. MECHANICAL ENGINEER: JMV ENGINEERING 2-04 BATH 208 FLEETWOOD C CASEMENT 2'-6" 5'-2" ALUM. ALUM. SEE ELEVATION FOR OPERABILITY (TYP.) 37 WEST 39TH STREET SUITE 703 TWO TRACK > » r r) NEW YORK, NEW YORK 10018 2-05 BEDROOM 207 FLEETWOOD G6 SLIDER 9 1 1 6 -0 ALUM. ALUM. T 212 852 9855 2-06 BEDROOM 207 FLEETWOOD C CASEMENT 2'-6" 6'-0" ALUM. ALUM. EGRESS; SEE ELEVATION FOR OPERABILITY LANDSCAPE DESIGNER: (TYP.) STARR WHITEHOUSE LANDSCAPE ARCHITECTS TWO TRACK > » 80 BROAD STREET 2-07 HALLWAY 211 FLEETWOOD G9 'SLIDER 1 16 -2 1 /2 8>-g» ALUM. ALUM. UNEQUAL PANELS, SEE ELEV. SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 2-08 LAUNDRY 209 FLEETWOOD D AWNING 2'-6" 2'-6" ALUM. ALUM. CIVIL ENGINEER: JOHN CONDON PC 2-09 BATHROOM 213 FLEETWOOD C CASEMENT 2'-6" 5'-2" ALUM. ALUM. SEE ELEVATION FOR OPERABILITY (TYP.) 1755 SIGSBEE ROAD MATTITUCK, NY 11952 T 631.298.1986 2-10 BEDROOM 210 FLEETWOOD C CASEMENT 3'-7 7/8" 6'-0" ALUM. ALUM. EGRESS; SEE ELEVATION FOR OPERABILITY LIGHTING DESIGNER: (TYP.) L'OBSERVATOIRE INTERNATIONAL 120 WALKER STREET 2-1 1 BEDROOM 210 FLEETWOOD B5 FIXED, 7'-6" 6'-0" ALUM. ALUM. SUITE 7E CASEMENT NEW YORK, NY 10013 T 212 255 4463 2- 12 STUDY 204 FLEETWOOD G5 TWO TRACK 20'-0" 6'-0" ALUM. ALUM. SLIDER 2-13 STUDY 204 FLEETWOOD A FIXED 5'-0" 6'-0" ALUM. ALUM. ��F-fie oR�S►,� s � FIXED 2- 14 MASTER BATH 203 FLEETWOOD B1 5'-0" 7'-9" AWNING ALUM. ALUM. s� 02400b OQ 2-15 DRESSING ROOM FLEETWOOD B1 FIXED AWNING 5'-0" 7'-9" ALUM. ALUM. rFoF NE�y LIVING ROOM - REVISIONS: CLERESTORY 2-16 FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE REV. 1 PERMIT SET DECEMBER 12, 2023 2- 17 LIVING ROOM - FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY 2- 18 LIVING ROOM - FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY 2- 19 LIVING ROOM - FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY 2-20 LIVING ROOM - FLEETWOOD A FIXED 7'-6" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY EXTERIOR DOOR + 2-21 LIVING ROOM - FLEETWOOD A FIXED 7'-6" 2'-9" ALUM. ALUM. TRIPLE GLAZE WINDOW SCHEDULE CLERESTORY DRAWN BY: JSA LIVING ROOM - CHECKED BY: JS 2-22 CLERESTORY FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE DATE: NOVEMBER 21, 2023 SCALE: AS NOTED 2-23 LIVING ROOM - FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY 2-24 LIVING ROOM - FLEETWOOD A FIXED 7'-3" 2'-9" ALUM. ALUM. TRIPLE GLAZE CLERESTORY . I 38015 MAIN ROAD ORIENT, NY 1 1 957-1 1 63 VARIES; SEE SCHED. VARIES; SEE SCHED. VARIES; SEE SCHED. VARIES; SEE SCHED. EQ. EQ. EQ. EQ, EQ, EQ 7'-69# 5 -3 1 8 2 -2 7 8 0 0 0 0 _ _ = w U U U = LLj U W Lj W w N N 'i' (n U W 2 N ry (n 2' (n X (n W W VARIES; SEE SCHED. > () (ii > & w w w w o Lijj > „ ' co (N W W 1lj TYP E A TYPE B 1 TYP E B 2 TYPE B 3 TYPE B 4 TYPE B 5 FIXED FIXED W./AWNING INSERT FIXED W./AWNING INSERT X 2: UNEQUAL WIDTH FIXED W AWNING INSERT x 2 FIXED W/AWNING INSERT x 4 FIXED W/CASEMENT INSERT VARIES; SEE SCHED. VARIES; SEE SCHED. VARIES; SEE SCIHED. VARIES; SEE SCHED. EQ. EQ. EQ, EQ. EQ. EQ. * EQ. EQ. EQ EQ. EQ. VARIES; SEE SCHED. 0 0 U U U VARIES; SEE SCHED. w w N o Li w w w N N w N VARIES; SEE SCHED. / N w -� w w Gi / w L,I / _ o N / N / \ _ w U / w / \ N Q N W W W / \ / \ w TYPE C TYPE D TYPE E TYPE E TYPE GI TYPE G2 TYPE G3 CASEMENT AWNING CASEMENT W/AWNING FIXED (FULL HEIGHT) SLIDING DOOR SLIDING DOOR SLIDING DOOR INSERT SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY VARIES; SEE SCHED. VARIES; SEE SCHED. EQ. EQ. * EQ. * EQ. VARIES; SEE SCHED. L VARIES; SEE SCHED. VARIES; SEE SCHED. EQ. EQ. EQ. EQ. * EQ. EQ. EQ. EQ. EQ. JONATHAN SCHLOSS �w o 277 BROADWAY U 2 Ld 13TH FLOOR (n U N NEW YORK, NEW YORK 10007 Ld W W T 212 213 5546 (n W Ld cn 6 F 212 202 7935 W 0 STRUCTURAL ENGINEER: (n (n (n > SILMAN w W W 32 OLD SLIP, LOTH FLOOR 6 0 (n NEW YORK, NEW YORK 10005 w W_ W T 212 620 7970 tL' Q > > > MECHANICAL ENGINEER: JMV ENGINEERING 37 WEST 39TH STREET SUITE 703 NEW YORK, NEW YORK 10018 TYPE G4 TYPE G5 TYPE G6 TYPE G7 TYPE G8 T 212 852 9855 SLIDING DOOR SLIDING WINDOWS SLIDING WINDOWS SLIDING WINDOWS SLIDING POCKET DOORS WITH SCREENS LANDSCAPE DESIGNER: SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY S;EE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY SEE SCHED. FOR DIMENSIONS & OPERABILITY STARR WHITEHOUSE LANDSCAPE ARCHITECTS 80 BROAD STREET SUITE 1700 NEW YORK, NY 10004 T 212 487 3272 16'-2 1/2" CIVIL ENGINEER: 9'-8 1/4" 9'-8 1/4" VARIES: SEE SCHED. L VARIES; SEE SCHED. EQ. EQ. 5'-0" .311 5 -5 1 4 4 -0" 4'-0" 5 -8 1 4 SEE SCHED. S€E SCHE J HN CONDON PC T ,r 1755 SIGSBEE ROAD MATTITUCK, NY 11952 - 00 T 631.298.1986 I I / LIGHTING DESIGNER: LOBSERVATOIRE INTERNATIONAL 120 WALKER STREET SUITE 7E NEW PORK, NY 10013 T 212 255 4463 W \ 0 W N \ U / w (n W co W �p V) rn wLd / o o 6 rn \ > \ \ 9'--0" TYP E H 3 TYPE H4. EQ. EQ. EQ. TYPE 09 TYPE H 1 TYPE H 2 � SLIDING DOOR I 'i I I II ALUM./GLASS TRANSOM & ALUM. ENTRANCE DOOR ALUM./GLASS ENTRANCE DOOR ALUM./GLASS ENTRANCE DOOR SEE SCHED. FOR DIMENSIONS & OPERABILITY SIDELITE W/SOLID WD DOOR W/TRANSOM & SIDELITES & SIDELITE li Ld e® A fic Ct s F I I� R c i * b d (n 10"6' - " N o24000 - - r$1 �o co ci W ISSUED FOR FILING 2023-11-10 I I I' II j ! WINDOW TYPES I cy DRAWN BY: JSA i CHECKED BY: JS TYPE K DATE: NOVEMBER 10, 2023 TYPE SCALE: AS NOTED SKYLIGHT GARAGE- DOOR A� 711 WINDOW TYPES 1