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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51711 Date: 03/06/2025 Permission is hereby granted to: Richard B Sachs PO BOX 1261 Mattituck, NY 11952 To: Demolish an existing single-family dwelling and three accessory sheds and construct a new single- family dwelling with HVAC system as applied for per SCHD and HPC approvals. Premises Located at: 8255 Bridge Ln, Cutchogue, NY 11935 SCTM#84.-1-4.6 Pursuant to application dated 12/23/2024 and approved by the Building Inspector.. To expire on 03/06/2027. Contractors: Required Inspections: Fees: DEMOLITION $1,186.00 Single Family Dwelling-NEW $4,562.50 CO Single Family Dwelling-New $100.00 Total $5,848.50 Building Inspector `aaty TOWN OF SOUTHOLD—BUILDING DEPARTMENT "M Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971 0959 +► Telephone (631) 765-1802 Fax (631) 765-9502 lit :H w. outholdto ntu Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 1 I Building Inspector:.w . * ....PERMIT NO. � �...:.. ..__w..._M... ....___.�._M.._...._-.__ M AY - �024 Applications and forms must be filled out in their entirety. Incomplete " �¢ wLa Pp P Applicantq Owners Authorization form(Page )hall be not the owner,an Gl W Date: " OWNER(S)OF PROPERTY: Name: SCTM# 1000- 013q 01 _ lt- ( Project Address: e�556 Re r Phone#: 6 6 6, ��^ Email: Mailing Address: » CONTACT PERSON: Name: Mailing Address: Phone#qq �� ► -- Email: " DESIGN PROFESSIONAL INFORMATION: Name: A11 Mailing Address: Phone#: Gb3� "'"' �SD ._Email: ....... �w w..�., w CONTRACTOR INFORMATION: Name: 1W Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ... New Structure ❑Addition ❑Alteration ❑Repair F--6emolition Estimated Cost of Project: ❑Other_._.-..�......._.. _.__.-...._w_. .. w. _ww_�..._ $— ..www.._—,..._�.w._..._..�...._ .. Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? Dyes El No 1 PROPERTY INFORMATION Existing use of property: sr' � � Intended use of property: -sr— Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes FkKo IF YES, PROVIDE A COPY. Check.IBox After Reading: The owner/'contractor/design Professional Is responsible for all drainage*and storin water r Issues a provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ftU6 4 gu,-ruc P161 thorized Agent ❑Owner Signature of Applicant: Date: 151 L11zvz y STATE OF NEW YORK) /SS: COUNTY OF WAA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of c 2044 Notary Public DANIELLE GIORDA NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01G10020759 COMM.EXP. Feb.5,20A PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) (, residing at('-D• ZG ereby authorize Ag to apply on th% wn o ', old Building epartment for approval as described her n. Own gnature Date Print Owner s Narn 2 David Mammina,Chairperson our u,j; " Town Hall Annex Anne Surchin,Vice Chair , 54375 Route 25 Allan Wexler ;" ° °"w PO Box 1179 Jeri Woodhouse , ,- Southold,NY 11971 34 Marina de Conciliis Daryl Ketcham kimf@southoldtownny.gov " Telephone: (631)765-1809 Kim E. Fuentes, Coordinator W9 d Town of Southold Historic Preservation Commission Certificate of Appropriateness August 22, 2024 RESOLUTION No. #05.23.2024.2 Amended RE: ASIP HOUSE, 8255 Bridge Lane, Cutchogue, NY SCTM# 1000-84-1-4.6 Owner: Richard B. Sachs WHEREAS, 8255 Bridge Lane, Cutchogue,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170- 6 of the Town Law(Landmarks Preservation Code)of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS,the applicant submitted a proposal on November 30, 2023, for approval to demolish an existing dwelling and accessory structures, and to construct a new single-family dwelling, pool house/ cabana and an in-ground swimming pool, including new fencing; and WHEREAS,the applicant' s representative, Daniel Butler, Registered Architect, appeared before the Commission for a public hearing on May 23,2024 to describe the proposed demolition of the structures, and the reconstruction of a new single-family dwelling, pool house/cabana and an in-ground swimming pool; and WHEREAS,that the Southold Town Historic Preservation Commission determined that the proposal described as a two- story dwelling with an attached garage and a proposed pool cabana with a swimming in- ground pool and fence enclosure. The improvements will include an asphalt shingle roof,vertical board siding and wood windows manufactured by LePage, all as depicted in the Site Plan and Architectural Plans, sheets A- 0.0, A-0.1, A-0.2, A-1.2, A-2.0, A-2.1, last revised on May 20, 2024(received May 22, 2024); and Sheets A- 1. 0 and A- 1. 1, last revised April 18, 2024, (received April 19, 2024,one window per bedroom located on the second story of both side elevations as casement double hung style with offset glass for top and bottom lites,to satisfy egress opening size requirements and conform to the New York State' s Building code means of egress) prepared by Daniel A. Butler, R.A.,meets the criteria for approval under Section 170- 8 (A) of the Southold Town Code; and WHEREAS, the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and Certificate of Appropriateness 905.23.2024.2 AMENDED HPC,ASIP HOUSE, Richard B. Sachs, SCTM No 1000-84-1-4.6 WHEREAS,the Commissioners may conduct a site inspection of subject premises once improvements are completed; and WHEREAS, on August 22, 2024,the applicant' s representative, Daniel Butler, Registered Architect, appeared before the Commission for a Work Session to describe Amendments,to the above referenced reconstruction of a new single-family dwelling, pool house/cabana and an in-ground swimming pool; and WHEREAS,the Commission has the authority to determine that some proposals do not rise to the level of requiring a public hearing, as the proposal is de minimis in nature; and the Commission has determined that the subject application is de tmi.nimi.s,in nature,the Amended design does not require a Public Hearing, and therefore, a Certificate of Appropriateness may issue; and NOW,THEREFORE,BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the AMENDED proposal described as a two- story dwelling with an attached garage and a proposed pool cabana with a swimming in-ground pool and fence enclosure. all as depicted in the Site Plan and Architectural Plans, sheets A-0.0,A-1.0, A-1.1, A-2.2, A-23, A-2.5 and A-2.6, last revised July 28, 2024, (received July 29, 2024) prepared by Daniel A. Butler, R.A., meets the criteria for approval under Section 170- 8 (A)of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for an AMENDED Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by Commissioner Mammina Motion seconded by: Commissioner Woodhouse VOTES: AYES: Commissioners Mammina, Surchin, Wexler, Woodhouse, de Conciliis and Ketcham(6-0) RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: _ �Q, - uit__4; Kim E.Fuentes,Coordinator for the Historic Preservation Commission Date: September 3,2024 W" c Anne Surchin,Vice Chair ; `q our 0..lndqae 0' 54375 Main Road,NYS Route 25 PO Box 1179 Allan Wexler ,. Marina de Conciliis SI B D" ,: ` Southold,NY 11971 Jeri Woodhouse �^' " Telephone: (631)765-1809 David Mammina 11 " kimf@southoldtownny.gov Daryl Ketcham Kim E.Fuentes,Coordinator Town of Southold Historic Preservation Commis MAY 3 1 2024, Certificate of Appropriateness May 23, 2024 u0dln w . RESOLUTION 1 .23.2024.2 RE: 8255 Bridge Lane, Cutchogue,NY. SCTM# 1000-84-1-4.6 Owner: Richard B. Sachs,ASIP HOUSE RESOLUTION: WHEREAS, 8255 Bridge Lane, Cutchogue,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170-6 of the Town Law(Landmarks Preservation Code)of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal on November 30, 2023, for approval to demolish an existing dwelling and accessory structures, and to construct a new single family dwelling, pool house/cabana and an in-ground swimming pool, including new fencing; and WHEREAS, the applicant's representative, Daniel Butler, Registered Architect, appeared before the Commission for a public hearing on May 23, 2024 to describe the proposed demolition of the structures, and the reconstruction of a new single family dwelling, pool house/cabana and an in-ground swimming pool; and WHEREAS, the proposed improvements are described as a two-story dwelling with an attached garage and a proposed pool cabana with a swimming in-ground pool and fence enclosure. The improvements will include an asphalt shingle roof, vertical board siding and wood windows manufactured by LePage, all as depicted in the Site Plan and Architectural Plans, sheets A- 0.0, A-0.1, A-0.2, A-1.2, A-2.0, A-2.1, last revised on May 20, 2024 (received May 22, 2024); and Sheets A-1.0 and A-1.1, last revised April 18, 2024, (received April 19, 2024, one window per bedroom located on the second story of both side elevations as casement double hung style with offset glass for top and bottom lites, to satisfy egress opening size requirements and conform to the New York State's Building code means of egress)prepared by Daniel A. Butler, R.A.; and Certificate of Appropriateness, Res.#05.23.2024.2 HPC, Sachs,ASIP House, 8255 Bridge Lane,SCTM No. 1000-84-1-4.6 Page 2 WHEREAS, the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and WHEREAS, the Commissioners may conduct a site inspection of subject premises once improvements are completed; and NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposal described as a two-story dwelling with an attached garage and a proposed pool cabana with a swimming in-ground pool and fence enclosure. The improvements will include an asphalt shingle roof, vertical board siding and wood windows manufactured by LePage, all as depicted in the Site Plan and Architectural Plans, sheets A- 0.0, A-0.1, A-0.2, A-1.2, A-2.0, A-2.1, last revised on May 20, 2024 (received May 22, 2024); and Sheets A-1.0 and A-1.1, last revised April 18, 2024, (received April 19, 2024, one window per bedroom located on the second story of both side elevations as casement double hung style with offset glass for top and bottom lites, to satisfy egress opening size requirements and conform to the New York State's Building code means of egress)prepared by Daniel A. Butler, R.A., meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Surchin Motion seconded by: Commissioner Mammina VOTES: AYES: Commissioners Surchin, Woodhouse, de Conciliis, Mammina and Ketchum. (5-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further review from the commission. Signed: - Dated May 30,2024 Kim E. Fuentes Coordinator for the Historic Preservation Commission COUNTY OF SUFFOLK EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner PERMIT CONDITIONS Project Name: 8255 Bridge Lane Health Services Reference#: R-24-0943 SCTM #: 1000084000100004006 Revision#: 1 The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable)for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences (Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling. This includes inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans.This can be done by calling the department at (631) 852- 5754, or through the ACA Portal at r - i c F LIB In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631) 852-5700 between 8:30a.m. and 9:30 a.m., the morning of the inspection.Article V11 of the Code, "Septic Industry Businesses," requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 Project-Name:-8255 Bridge Lane Health Services Reference#: R-24-0943 SCTM #: 1000084000100004006 Revision #: 1 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities, For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences (Form WWM-0 1), (1) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system & water supply system. (2) Design Professionals Certification of Constructed Works (form WWM-073) for Subsurface Sewage Disposal System (3) Certifications from the licensed sewage disposal system installer (form WWM-078). (4) Certification of Sewage Disposal System Abandonment (form WWM-080). (5) Water analysis by a NYS certified laboratory (performed within one year). (6) Well drillers report. (7) Operations & Maintenance Contract for the 1/A OWTS. (8) Completed Application to Register an I/A OWTS (form WWM-304). (9) As-Built plans. WWM-016 Page 2 of 2 Project Name: 8255 Bridge Lane Health Services Reference #: R-24-0943 SCTM #: 1000084000100004006 Revision#: 1 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences (Form WWM-041). (1) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system & water supply system. (2) Design Professionals Certification of Constructed Works (form WWM-073) for Subsurface Sewage Disposal System (3) Certifications from the licensed sewage disposal system installer (form WWM-078). (4) Certification of Sewage Disposal System Abandonment (form WWM-080). (5) Water analysis by a NYS certified laboratory (performed within one year). (6) Well drillers report. (7) Operations & Maintenance Contract for the I/A OWTS. (8) Completed Application to Register an I/A OWTS (form WWM-304). (9) As-Built plans. WWM-016 Page 2 of 2 u, W yy aq y I N Si I G HT Environmental Inc. July 3,2024 Mr. Richard Sachs rsachs therbscollection.com Re: Asbestos Project Monitoring—8255 Bridge Lane, Cutchogue,NY 11935 Dear Mr.Sachs, Please be advised that Insight Environmental, Inc. has completed project management and air sampling in support of the abatement of asbestos-containing air cell pipe wrap and mudded joint pipe fittings from the basement elevation and vinyl floor tile from the second-floor bathroom of the above-captioned property. Boyle Services prepared the abatement work area and removed the reported—30 linear feet of asbestos-containing air cell pipe wrap and pipe fittings,and —35 square feet asbestos- containing vinyl floor the on May 30, 2024. Phase Contrast Microscopy(PCM)air sampling was conducted before, and after the completion of the abatement activities. Results of the final air sampling indicate that all samples conform to clean air requirements as established by NYS Industrial Code Rule 56,section 56-17.8 which states, in part,"...The clearance air monitoring results shall be considered satisfactory when every sample demonstrates an airborne concentration of asbestos fibers of less than 0.01 fibers per cubic centimeter, or the background level,whichever is greater." Air sampling analyses were conducted by Amerisci Richmond, a NYS Environmental Laboratory Approval Program (ELAP)-accredited laboratory (ELAP#10984). This letter is to confirm that all previously identified asbestos containing materials have been safely removed from the property deeming the structure safe for upcoming demolition. Enclosed herewith,the user of this report will find all supporting analytical documentation, project logs, sampling location diagrams, and certifications. If you should have any questions regarding this report or require further assistance in this matter, please do not hesitate to contact the undersigned at your earliest convenience. Respectfully submitted, INSIGHT ENVIRONMENTAL, INC. JohnJ. Paciulli, President Project#24-0238 ,.. m..... insight Environmental, Inca-74 East Main StreeeV .... t,Suite#1, Patchogue, NY-631.654.2780 fax:631.654.2781 ATTACHMENT A PCM Results 2 00 8255 Bridge Lane,Cutchogue, NY 11935 AmeriSci Richmond 13635 GENITO ROAD AMERiScI MIDLOTHIAN,VIRGINIA 23112 TEL:8047631200 FAX:8047631800 June 4,2024 Insight Environmental Attn:George Maul 74 East Main Street Suite#1 Patchogue, NY 11772 RE: Insight Environmental Job Number 124061028 P.O.#240238 240238; 8255 Bridge Lane; B&2nd FLR BTH Dear George Maul: Enclosed are the results for PCM asbestos analysis of the following Insight Environmental samples received at AmeriSci on Monday,June 3,2024,for a 24 hour turnaround: B1, B2, B3, B4, B5, B6, B7,B8 The 8 samples contained in Air Cassettes were shipped to AmeriSci via Fed Ex 7301 7890 1286 B 930 for PCM analysis by NIOSH 7400. Requirements for collection, required blanks,preparation and analysis are detailed in the method available at www.cdc.gov/niosh/docs/2003-154/pdfs/7400.pdf. The counting rules used are described in previous versions of this method as "A" rules unless otherwise noted within the report. The attached table presents a summary of the fiber count results. This report relates ONLY to the sample analysis expressed as fibers/sq mm of filter area. AmeriSci assumes no responsibility for customer supplied data such as"sample location"or"air volume sampled". This report must not be used to claim product endorsement by AmeriSci or any AmeriSci certifying agency. Complete analytical documentation is archived and available upon written request. The National Institute of Standards and Technology accreditation requirements, mandate that this report must not be reproduced,except in full without the approval of the laboratory. AmeriSci appreciates this opportunity to serve your organization. Please contact us for any further assistance or with any questions. Sincerely, Glenn F. Massey QA Manager I Authorized Signatory Boston- Los Angeles- New York-Richmond AmeriSci Job#: 124061028 Page 1 of 1 Client Name: Insight Environmental Phase Contrast Microscopy (PCM) Fiber Results 240238; 8255 Bridge Lane; B &2nd FLR BTH AmeriSci Date Flow Rate Duration Air Filtered Fiber Density Fibers Conc. Sample# Client Sample# Collected (liters/min.) (min.) (liters) Fields Fibers (Fibers/mm 2 ) (Fibers/cc) TVVA 01 B1 05/30/24 15 85 1275 100 2.5 3.18 <0.002 Location:Basement East 02 B2 05/30/24 15 85 1275 0 NA Location:Basement West Footnotes: 1 03 B3 05/30/24 15 85 1275 100 12.5 15.92 0.005 Location:2nd Floor BTH 04 B4 05/30/24 15 85 1275 100 12 15.29 0.005 Location:Q Kitchen On Ground Floor 05 B5 05/30/24 15 85 1275 100 11 14.01 0.004 Location:2nd Floor Hall 06 B6 05/30/24 15 85 1275 100 27 34.39 0.010 Location:Outside Bldg Q E Porch 07 blank B7 05/30/24 0 0 0 100 0 ND Location:Field Blank 08 blank B8 05/30/24 0 0 0 100 0 ND Location:Sealed Blank Reporting Notes: Field Blank Average:0 f/mm2 (1) Filter"blown out"by apparent back pressure,laboratory cannot certify concentration results Analyzed by:Joanna Crowe (�-�- Reviewed by:Glenn F.Massey Date:6/4/2024 Samples ana zed by NIOSH 7400;A)Method,issue 8/15/94.Using an Olympus,Model CHT%CH-2)PCM microscope,Serial#01-0084; Limit of Detection=5.5 fibers per 100 Melds or 7 fibersimm This report Wates ONLY to the sample analysis expressed as fibers/sp mm of filter area; ND=no fibers observed; NA=Not Analyzed; Walton- Beckett gradicule field area 0,00785 rnm2;Duration in minutes;TVIVA=8Hr TwA;a"dation assumes zero exposure for remainder of 8 hour period not sampled; Upper 95% Confidence Limit(Employer's Compliance Test)-Calculated as a one sided UCL to determine 95%certainty of compliance with the 0.01 fiber/cc standard;RSD: Intralab Srs; low=0.45,med=0.38,high=0.26;Interlab Sr=0.473,NYSDOH ELAP Lab#10984,NJ DEP Lab Cert#VA012 1240610 29 a. INSIGHT Environmental Inc. Insight Environmental,Inc.Proiect Name:`_2-S'5 AaA2. 74 E. Main Street, Suite 1 Project LcMtjon:54 Vi&Alt& SamoieM : Patchogue, NY 11772 Client s &moles: s Phone: (631)654-2780 lnsiotrt Client Project No.: Z± Fax: (631)654-2781 Materlal:TS I $. Ywr La§No.: PCM SAMPLE CHIN OF CUSTODY l Sample Sample Description/Location Start No. IWA OWA Start End Run & End' Avg. VOL F/cc Time FIR P5 JS J5 L x . >�►a m c�rac W Q9;2.o a 8 5 j q 15 15 -7 1 P2 �( a�nl G1i.o p u L 4�t I$ a9:'43 �� 15 J 2.!� V:Leaq- JAAW— Ti-j-115 is Z71; ovry�b,B P.� ►.G� & i 08:1 :40 4'S 1'S /5 c 1,27 IS-7 F>¢i.c *c�w r- Relinquished By: _ Date: !n _ _ Time: i�Od Received By: Date: Time: SUN 0-3 2024 Turn Around Time: 3hr 6hr 12hr 4hr 72hr 5-10days AmeriSci Richmond 13635 GENITO ROAD AMFRISC/ MIDLOTHIAN,VIRGINIA 23112 II TEL:8047631200 FAX:8047631800 June 4,2024 Insight Environmental Attn:George Maul 74 East Main Street Suite#1 Patchogue, NY 11772 RE: Insight Environmental Job Number 124061029 P.O.*24.0238 24.0238; 8255 Bridge Lane; B&2nd Flr BTH Dear George Maul: Enclosed are the results for PCM asbestos analysis of the following Insight Environmental samples received at AmeriSci on Monday,June 3,2024,for a 24 hour turnaround: F1, F2, F3, F4, F5, F6, F7, F8 The 8 samples contained in Air Cassettes were shipped to AmeriSci via Fed Ex 7301 7890 1286 B 930 for PCM analysis by NIOSH 7400. Requirements for collection, required blanks, preparation and analysis are detailed in the method available at www.cdc.gov/niosh/docs/2003-154/pdfs/7400.pdf. The counting rules used are described in previous versions of this method as "A" rules unless otherwise noted within the report. The attached table presents a summary of the fiber count results. This report relates ONLY to the sample analysis expressed as fibers/sq mm of filter area. AmeriSci assumes no responsibility for customer supplied data such as"sample location"or"air volume sampled". This report must not be used to claim product endorsement by AmeriSci or any AmeriSci certifying agency. Complete analytical documentation is archived and available upon written request. The National Institute of Standards and Technology accreditation requirements, mandate that this report must not be reproduced,except in full without the approval of the laboratory. AmeriSci appreciates this opportunity to serve your organization. Please contact us for any further assistance or with any questions. Sincerely, Glenn F. Massey QA Manager I Authorized Signatory Boston- Los Angeles-New York- Richmond AmeriSci Job#: 124061029 Page 1 of 1 Client Name: Insight Environmental Phase Contrast Microscopy (PCM) Fiber Results 24.0238; 8255 Bridge Lane; B &2nd Flr BTH AmeriSci Date Flow Rate Duration Air Filtered Fiber Density Fibers Conc. Sample# Client Sample# Collected (liters/min.) (min,) (liters) Fields Fibers (Fibers/mm 2 ) (Fibers/cc) TWA 01 F1 05/30/24 15 81 1215 100 1 1.27 <0.002 Location:Basement West 02 F2 05/30/24 15 81 1215 100 2.5 3.18 <0.002 Location:Basement Northeast 03 F3 05/30/24 15 81 1215 100 2.5 3.18 <0.002 Location:2nd Floor 1/2 Bath 04 F4 05/30/24 15 81 1215 100 1 1.27 <0.002 Location:Hall @2nd Floor Half Bath 05 F5 05/30/24 15 81 1215 100 4 5.10 <0.002 Location:Ground Floor LR 06 F6 05/30/24 15 81 1215 100 2 2.55 <0.002 Location:Ground Floor Kitchen 07 blank F7 05/30/24 0 0 0 100 0 ND Location:Field Blank 08 blank F8 05/30/24 0 0 0 100 0 ND Location:Sealed Blank Reporting Notes: Field Blank Average:0 f/mm2 Analyzed by:Joanna Crowe - Reviewed by:Glenn F.Massey Date:6/4/2024 i Samples analyzed by NIOSH 7400(A)Method,Issue#2, 8/15/94,Using an Olympus,Model CHT(CH-2)PCM microscope,Serial#OL0084; Limit of Detection=5.5 fibers per 100 fields or 7 fibers/mm2;This report relates ONLY to the sample analysis expressed as fibers/sq mm of filter area; NO=no fibers observed; NA=Not Analyzed; Walton- Beckett gradicule field area 0.00785 mm2;Duration in minutes;TWA=8Hr TWA calculation assumes zero exposure for remainder of 8 hour period not sampled; Upper 95% Confidence Limit(Employer's Compliance Test)-Calculated as a one sided UCL to determine 95%certainty of compliance with the 0.01 fiber/cc standard;RSD: Intralab Srs; low=0.45,med=0.38,high=0.26;Interlab Sr=0.473,NYSDOH ELAP Lab#10984,NJ DEP Lab Cert#VA012 124061 Ott �: 1 - INSIGHT Environmental Inc, CC ! nr P�niar+N�mo•7 � D6ra cam. .,- Insight Environmental, I...�,ftoj ..,-. ..,.-., £_ �WE �„ : S 3o)?JZL•1 74 E. Main Street,Suite 1 Proiect tion 2"'p�,• le Ty Fjf4ALS Patchogue, NY 11772 Client• iE r--- gler:a �M Phone: (631)654-2780 Insight Client No.: Proj No.:2-14*OZSS Fax: (631)654-2781 Materla T ),d A`f` = Lair Nt.: PCM SAMPLE CHAIN OF CUSTODY Sample Sample Description/Location Start No. Start End Run & End AVG. VOL. F/cc IWA OWA Time FIR 13jA96"e*QT WSAT w i 00 /y.?W . 16 jig 1,6 X 160bomeworaw P4004VOXOT l b:o© �C NA`L. D ZP0 JOB•- Nam &AtI4 16:o ! nz*L F5 `fAaLtvn Fes•- L•. W 02. 17:23 Flo X &Il"hv F600k k.rr4181-11 16'0 2. 17:23 r1MV SLAN F$ SbAI.E� Relinquished By: Date: So �dTlme: Received By: Date: Time: Turn Around Time: 3hr 6hr 12hr hr 48hr 72hr 5-10days ; JUN 0 ATTACHMENT B Project Logs 3 _, �w.m. ......... _....... 8255 Bridge Lane,Cutchogue, NY 11935 . INSIGHT ENVI ONM " NTALp I N134 ------------ CONBL/LTANTB, ENt�/NEERB, & 3C/ENT/BTB------------------ 1 GAG PROJECT #: A _ DATE: 30 j DAY. j41jJ?.$lMYf' PROJECT NAME:12655 CAL.LlIO& INSIGHT MONITOR: .J . CLIENT #: 214 l REMEDIATION CONTRACTOR: CLIENT NAME: 9ls43&&b!5Ac44§ SUPERVISOR: DMV# ,4b5S-679 S #: s LICENE «mr� . y EXPIRATION: HANDLERS ,. NSE eIRAXIOI 2. AH 3. AH 4. AH 5. AH 6. AH 7. AH B. AH 9. AH 10. AH 1 1 . AH 12. AH YES No 6LL.FpwrLr YES No—)( Idaf w4ma p YES X No YES X No 12AILLY VISUAL YES _ No TOTAL HOURS: TOTAL SAMPLES" w 1 Ne';>4 llr ` Fa,3 TEL: 63 1 .554.2760 FAX: 63 1 -654-2781 74 EAST MAIN STREET, SUITE 1 . PATCHOGUE, NY 1 1 772 SHIFT START: '�� SHIFT END: NUMBER OF SAMPLES:,,,„ � DATA LOG PREPARED ON C E 2ogj PROJECT NAME: IM WORK AREA LOCATION: .- MATERIAL REMOVED:r31A� __ ARRIVE ON SITE:CS.00 JEWPM DEPART SITE: ARRIVE AT LAB: AM/PM PREPARED BY: 3.QAC-4 L4 Li—I INSIGHT ENVIRONMENTAL. Q f " JIM $9S., raocvm 4w 'ro 86 1 A 1t ar9kMi/ Haw. nggffag QI� rI1I /S lhI ► gkm2ld • Mob tayrw r �� G1II.I*Cr vpm 124 2J� I "" ,tAlaw OM fgklkp UP rw tb�t W00 ftlg�-, WA P tati go Et!L- f-holems brt 00 FIN" S 1"4Ih1# • & & TEL: 63 1 .654.2780 FAx: 63 1-654-27B 1 74 EAST MAIN STREET, SUITE 1 , PATCHOGUE, NY 1 1 772 ATTACHMENT C Sample Location Diagrams 4 ......,,., .,8255 Bridge.... _..... g.... .....ry .... Lane,Cutcho ue NY 11935 Project# 24•0236 Project Address:%ISS 6R4 LAWS Technician:INSIGHT 6ate:5)3of 2a?�- Environme ntal Inc. Alp- SPMPL>✓ L.DVAMo14 Iv 'ZiJD �taa�L r�at►a-,� '�1 40 13AGkbr:a�+�DS ('� rar— T-4 G illy >r�,ozol2 6 L� y d. >F5 19aiem PR T3A5&msN-r i n aZ ��•� Insight Environmental, Inc.-74 East Main Street,Suite#1,Patchogue.NY 11772-631.654.2780-www.insightenvironmental.com ATTACHMENT D Certifications 5 8255 Bridge Lane, Cutchogue NY 11935 WE ARE YOUR DOL Department ro TE of Labor DIVISION OF SAFETY&HEALTH LICENSE AND CERTIFICATE UNIT,STATE OFFICE CAMPUS, BLDG. 12,ALBANY, NY 12226 ASBESTOS HANDLING LICENSE Insight Environmental, Inc. 74 East Main Street, Suite 1, Patchogue, NY, 11772 License Number: 28434 License Class: RESTRICTED Date of Issue: 06/28/2024 Expiration Date: 06/30/2025 Duly Authorized Representative: John J Paciulli This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of the New York State Codes, Rules and Regulations(12 NYCRR Part 56). It is subject to suspension or revocation for a (1) serious violation of state, federal or local laws with regard to the conduct of an asbestos project, or(2) demonstrated lack of responsibility in the conduct of any job involving asbestos or asbestos material. This license is valid only for the contractor named above and this license or a photocopy must be prominently displayed at the asbestos project worksite. This license verifies that all persons employed by the licensee on an asbestos project in New York State have been issued an Asbestos Certificate, appropriate for the type of work they perform, by the New York State Department of Labor. STATE OF NEWYORk-©EPARTMfN?OF LABOR ASBESTOS GERnRCATE JOHN 1 P-ACIULLI CLASS(EXPIRES) D INSP(10/24)E MGPL(10f24) Amy Phillips, Director H PM (10/24)1 PD(10124) For the Commissioner of Labor C ATEC(10/23) -_R- 2 - HAS MUST BE CARRIED ON ASBESTOS PROJECTS u�muuui�ouumtu� . SH 432(12/21) ldwood Electric Inc. Licensed Electrician P.O. Box 373 Rocky Point, NY 11778 Phone: 631929-4219 Fax: 631929-3754 December 12, 2024 Mr. Richard Sachs PO Box 1261 Mattituck,NY 11952 RE: 8255 Bridge Lane, Cutchogue Removal of Overhead Service PSEG Meter# 98297764 Contact: Richard (646) 642-7551 Contact: Don(631) 774-3686 Dear Mr. Richard Sachs, The existing home located at 8255 Bridge Lane in Cutchogue has been disconnected from the overhead utility wires. The electrical meter is located on a utility pole along the East property line. To confirm, there is NO electricity connected to the home located at 8255 Bridge Lane, Cutchogue. Any gLiestions regarding this disconnect please call me directly. `3ul i l k County Electrical License 4 4836-ME Thank you, Ralph Passantulo Jr. President Wildwood Electric Inc. 631-23 6-2211 Generated by REScheck- '"+gib Software Compliance Certificate Project 8255 Bridge Lane Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 4,351 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 8255 Bridge Lane Jeffery T Butler P.E. P.0 Tom Baccarella Cutchogue, New York 11935 206 Lincoln Street NY Building Technology Group Riverhead, NY 11901 159 NY 25A 631-208-8850 West Building, Suite B Miller Place, NY 11764 631-495-0289 Info@NYBTG.com Compliance: 4.4%Better Than Code Maximum UA: 642 Your UA: 614 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. "flab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in RESclheck. Each slab-on-grade assembly In the specified chrriate zone must meet the minimum energy code insulation R-value and depth requirements. Envelooe AssembLies Prop.Gross Area Assembly or Cavity Cont. Prop. Ceiling-Sealed Attic R30 LD foam: Cathedral Ceiling 3,180 30.0 0.0 0.034 0.026 108 83 Wall -To amb: Wood Frame, 16" o.c. 3,370 21.0 0.0 0.057 0.060 147 155 Door- Front Entry: Solid Door(under 50%glazing) 21 0.275 0.320 6 7 Door-Side Entry: Solid Door(under 50% glazing) 21 0.275 0.320 6 7 Door-Wood French Doors Typical: Glass Door(over 50%glazing) 126 0.320 0.320 40 40 SHGC: 0.32 Window-Double Hung Typical:Wood Frame 458 0.320 0.320 147 147 SHGC: 0.32 ww_._wwwwwwwww._wwwww_. .........w ............w.. _.......__------ Project Title: 8255 Bridge Lane Report date: 11/04/24 Data filename: Page 1 of10 Prop.Gross Area Cavity Cont. Assembly or Window- Fixed Pane Typical: Wood Frame SHGC: 0.32 54 0,320 0.320 17 17 Window-Casement Typical: Wood Frame SHGC: 0.32 14 0.320 0.320 4 4 Window- Fixed Pane Typical: Wood Frame SHGC: 0.32 54 0.320 0.320 17 17 Window-Casement Typical: Wood Frame SHGC: 0.32 14 0.320 0.320 4 4 Window-Awning Typ: Wood Frame SHGC: 0.32 32 0.320 0.320 10 10 Wall -To Garage: Wood Frame, 16" o.c. 176 21.0 0.0 0.057 0.060 9 9 Door-To garage- Labeled fire door: Solid Door (under 50%glazing) 20 0.200 0.320 4 6 Floor-Over Unc Basement: All-Wood joist/Truss 2,891 30.0 0.0 0.033 0.047 95 136 Compliance ance Staterraerut: 'The proposed building,design described here is consistent with the building plans, specifications, and other calculations submptted with the permit application,The proposed building has been designed to meet the 2018 IECC requirements in RESc/ie=ck Version a REScheck-Web and to cornply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella - HERS Manager 11/05/2024 ..._. "�w.._...--._,�.�..............�.. _........www _. .� �.,. Name "title Date .�..._.....wwww� ...,.._......_..._w�._._.._M........w.�., ._......�-................._... .ww_.......__.. .,.... www�....._.._..w.��..._.__....,..._............�.._......ww.� �....ww�.�.....�m Project Title: 8255 Bridge Lane Report date: 11/04/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Se# In Pre-Inspection/Plan Review Complies? ... ... .. Plans Ve..�..... ction rified Field Verified Value Value p ' 11 ssumptions &..,Re9.. .. �.... ... ... .. ....... ........... ._..w ,.,, ...._...��.�. ,,,,.,,...., .. ..." "11_... m lies CommentslA _... _..,. 103.1, Construction drawings and ElComplies Requirement will be met, 103.2 documentation demonstrate ❑Does Not [PRl]' energy code compliance for the ;E]Not Observable building envelope.Thermal envelope represented on �Not Applicable construction documents. _............ ......... _ ._....vw.. __.....w_. 103.1, Construction drawings and '.Complies Requirement will be met, 103.2, !documentation demonstrate !i]Does Not 403.7 ;energy code compliance for I]Not Observable [PR3]1 :lighting and mechanical systems. :Systems serving multiple ]Not Applicable j ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. ._..._...w_..._, _.� _..... w.._.............�__...._._w.,u,w __.... _ V, ...�... _..... _ ...M_v_...,_..... �.._ . 302.1, Heating and cooling equipment is Heating: Heating: lComplies Requirement will be met. 4037 -sized per ACCA Manual S based Btu/hr w w Btu/hr _ . wDoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: %]Not Observable Manual J or other methods Btu/hr _ Btu/hrww µ„ approved by the code official. ]Not Applicable Additional Comments/Assumptions: µ... ..g ..........p._n ...www....M.... w ..1 _... Medium Impact Tier i ._._.. L . Low_ Impact.._. .._......__.._3.}......... 1 Hi h Im act (Tier 1) 2 p ct( ier 2} 3 L w .... (Tier 1 ^w^ .............. _ __M......_ Project Title..W8Y255 Bridge Lane,._._._�._.._..�__a_..._._.ww..._._...��...__._____....._w_w_w..........._..._._....................�._�ww.._....... ww......_.�..�........_...��.. g Report date: 11/04/24 Data filename: Page 3 of10 Section _.._ _._....._ # ADFoundation Inspection I Complies? omments/Assumptions . ` ...� _ 0 .1 A protective aeve exterior 6 installed o OCompes lies w..... ww..Exception: Requirement .�,...ry p. .cabl.,._ .._.......�.._.... ...w.w,_... ement is not applicable. ends WO11 ;grade. '❑Not Observable ❑Not Applicable 4,0" Snow-and ice-meltingsystem controls ElDoe ... .._... .. .......�ent �.._._ y mplies Exception: Requirement is not applicable. installed. s Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 Hgh Impact. .,........_v.w..mmmm._........ Medium mpact"(Tie 2.. �... ..Law Impact(Tier 3i ..... ,.� _.,www. ._�._��....._.w._. ......w,,., _...�..__..._....._..... _�__ w_ ....ww (Tier li...w "�_.w ._......... ....._Te�r�.�.}.�.... _. ..........._�.---_::"w:::: . Project Title: 8255 Bridge Lane Report date: 11/04/24 Data filename: Page 4 of10 .w#.... ._,__,...,.,_..,....�„-_.,.. ..�......_wwww..�.._,, ............. Plans Verified Field Verified.,. .......w_.... .. . a L..„w-__.w. ......_. Framing / Rough-In Inspection Complies? Comments/Assumptions & Re .ID ...�.,.._�� ._ Value m. .w.. ... ,. Value ..._. ........,, .. . ...,., .._,,.. U .... ❑Complies See the Envelope Assemblies 1.1, Door U-factor, U . table for values. 402. ❑Does Not [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing factor(area weighted U .m..X..... _.. U _ .. ❑Complies~µ See e the._....vel ... ...,.www.blies __.. the Envelope Assemblies 402.3.1, average). ❑Does Not le for values. 402.3.3, ❑Not Observable 402.5 402.5 ❑Not Applicable C�aarnpl.�.��._. .. Requirement will be m.. 303.1.3mmm IT U-factors of fenestration products . .� et. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ;❑Not Observable taken from the default table. ❑Not Applicable __w _...W............_._�___. ----- ---,_...��,�.___.___,,..M,M ...w_ w�... 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not ,instructions. ❑Not Observable ❑Not Applicable _...w....._._.._........__, _w_...__... _.._.,,,,.... w_ _w_....... ..w_. ;_... __w...w_ w..__........... ,..,.._.www 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 :is listed and labeled as meeting j❑Does Not �AAMA/WDMA/CSA l01/I.S.2/A440 """ """" ` ❑Not Observable ; or has infiltration rates per NFRC :400 that do not exceed code ❑Not Applicable limits _....._......mm�w_._ ...... .. _._ ��� ��� �'0'jjO�j° ��� ' 402.4.5 '.IC-rated recessed lighting fixtures "��� ElCornlies Reuirement will be met.la� i� : p � q [FR16]2 usealed at housing/interior finish ❑Does Nat sand labeled to indlcate M cfm ` „ ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3 1 :Supply and return ducts in attics ��,,, ❑Complies .............. .�_,w _............_......... ... __mmR__.... mmpply Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑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 re _ ❑Complies µµ~ Requirement b be, _.�.. � ill met. [FR13]1 boxes are sealed with ❑Does Not m ]oints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as' ❑Not Applicable _ applicable. 403.3.5 ..'Building cavities are not............ __..... ............. _.....w._..v_.... . ......... . �.M,.�.._ ........... .... used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R-�ww µR w.. OComplies Requirement will bebe met.be~~~µ~µ~µ ._,___..._.._......wa...... ..__..,._.....www........__.._..,. [FR17]2 above 105 LIF or chilled fluids ❑Does Not below 55 °F are insulated to >_R- ❑, �, Not Observable 3 ' ❑Not Applicable 403.4.1 _:.Protection of insulation on HV..__ _,,,.µ.... ...� ww__, .... .... ,,.,,,.... . _........m.,.,,w..... .w. ........ _..M,. _.__„__.... ......... AC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Nat Observable ❑Not Applicable [FR1813 >—R-3.^"... ......�...,. _._._... _....,. .w..� Oww_M.M.,....�_..wv ....._ ..,�_...._.._.._ ,�w�. ..M.w.,...._ �....�.................. 3.5.3 :Hot water pipes are insulated to � R_ ��, R- ❑Complies Requirement will be met. z Does Not ❑Not Observable ❑Not Applicable 1 High Impact................_�.....,._. _......__.__.,,,......_.. .pa�.www._....,..,_,,,w.�,,_ �.�......_.......... P.. �.�_.M_.w_ .._ 3} „ „(Tier 1) 2Medium Impact (Tier 2} 3 Low Impact Project Title: 8255,,,. ............,_�...__.w..._ ._._.._..,.�w_._..�w____....__ww._w_._.�................._-----_�www � � .._................ Bridge Lane Report date: 11/04/24 Data filename: Page 5 of10 5erf �Frarnlnq _ ..... . ._.._... ..... _ ..w Value Complies? .._.w tlorsfeun Rough-in uctiPlan'sVerifle �` ue C�ramplicMs l egL,rirernent w ll b m 40 ,�tutcar�natic or gravity dampers are � , .� -� et. V111 F installed on all a�Utdoor°air P�� ElD es Not Intakes and exhausts. ]Not Observable d 9V Applicable Additional Cam mentsJAssumptions: 1.. @licgh lnipact (Tiler 11 __ ._. e iunr Impact(Tier 1 wr lnr ac:t(Tier ) _.M.M. __.w __.®._. ...... . _.... w.._._............ Project Title: 825........ _ ...,�............�...._ _..w .. www_._........_...www.�.� _ .........nw..�.....___..�.................... RM1eport...date: .lml/0.... 5 Bridge Lane 4/24 Data filename: Page 6 of10 . .__..... ..� I s laition 1nspec^t1on F" r� fled Fiel fled/a ri 4_ .rv,. ocnplr_ ....._. , ectlorn ..___..._ �..la.W. -V;'e Val en�ts/Assur� rW. es� c�tr�m ptrons 3031 All installed insulation is labeled Ekorri plies Requirement will be met. [IN1,31 or the installed R-values ❑Does Not provided. ❑Not Observable p❑Not Applicable 402.1.1, Floor insulation R-value. R R ElCornplies See the Envelope Assemblies 402.2.6 Q"Wood © Wood ❑Does Not table for values. [IN1]1 ❑ Steel © Steel ;[-]Not Observable ❑Not Applicable 303.2 Floor insulation installed per -~~~ T Com lies .Requirement will be meta 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable ` underside of the subfloor, or floor `framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and ,, . .,,. ;extends from the bottom to the top of all perimeter floor framing members. _ 402..1.1, ,Wall insulation R-value. If this is a R- �r R � ElCornplies See the Envelope Assemblies 402.2.5, mass wall with at least:/2 of the ❑ Wood Wood ❑Does Not table for values. 402.2.6 jwall insulation on the wall ❑ Mass µ j Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ] Steel j❑Not Applicable ;requirement applies(FR10). �w� _w_...... .ww�.....w............. �� .. n�,,,,; _www_..... ..w__ . .w_. ------..�..�................. 303.2 ;Wall insulation is installed per GJComplies ;Requirement will be met. [IN4]1 imanufacturer's instructions. ❑Does Not 1NOt Observable � -]Not Applicable Additional Comments/Assumptions: llighwlmpact,(Tier 1) Medium Impact(Tier 2) ... Low I m pact(Tieierµ 3). m __w......._.M. w w.... ..._. _.... ..w�_�_......�....._.�___..............�..www. ...�_...............�..�_....._ __��www..�..�..._....�..�..w...__..�._. ..w_..... ....�Re ort.���_�,,.....�._w._�www._.. Project Title: 8255 Bridge Lane p date: 11/04/24 Data filename: Page 7 of10 p _.M..,_.,. Plans Ver fled Fiel V Verified Complies?. C_...._ �ectio Final Ins ection Provisionsomments/Assumptions & lue .. — _ _u,.. . . .._ ._....m.... . —.. ..._.,...w_...... _ — _ ....... ...... .__...._..._. 402.1.1, Ceiling insulation R-value. R R ❑ComP lies See the Envelope Assemblies 402.2.1, El Wood [ Wood ❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel ❑� Steel Observable [FI1]1 ❑Not Applicable 303.1.1.1, Cv..._..._. ..__...__..�_. ......._.. . Doe pNot _._, q �.. _.....__..._.__.... ....... Re ., eiling insulation installed per CCor�a lies uirement will be met, 303.2 manufacturer's instructions. [FI2]1 Blown insulation marked every 300 ft2. °❑Not Observable ,,, , ,, ❑Nat Applicable 2.2.��.„w„ ,e tics ... . h r .w „` lComplies .w .�E�,�.__.,.._,.qu _ndis 402.2.3 Vented attics with air permeable Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑ t applicable, to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door .w�w.., R �� -� ❑Complies Requirement will be met. [F13]1 'insulation >—R-value of the ❑Does Not ;adjacent assembly. ❑Not Observable _....._.. _w,...........w ❑Nat Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 — ACH 50 = _ ❑Complies Requirement will µbe met. [FI17]1 Fach in Climate Zones 1-2, and ❑Does Not }<=3 ach in Climate Zones 3-8. f ❑Not Observable ❑Not Applicable _k,.M _._.. ... ........._.........._.._ ............ — — _,...__................. .. 402.4.2 Wood burning fireplaces have ❑Complies Requirement will be met. [FI8]2 tight fitting flue dampers and '❑Does Not outdoor air for combustion. ❑Not Observable ❑Not Applicable [FI27lTµ det are pressure tested to......._w....._ 2�cfm/l00 .z�cf.w. _ - w-w.,,,,.........__._. _w_...�...._.... __.............�_.... 403.3.3 Ductsp m/100 . Complies Requirement will be met. 1 ermine air leakage with ft ft ❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Nat Applicable :w.g. across the system including j the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403. Duct tightness ft2 across the system or 1t2 wNµ� 1 r cfm/100 ❑DompNot Requirement w l me cfmJ es 403.3.4 Duct ti htness test result of<-4 cfm/100 ment will be met. 1 t2.....,.„ ❑ <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection, _. ........�.. .............y.._.......w...... ..w..._w_9 w v, M.._.. � ---- ._.,..m.... _....._ ❑Complies `Requirement will be m_...._....._.. 403.3.2.1 Air handler leakage designated _ _ et. [F124]1 b manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable [Ogll,l installed for J W ...w...M.M.M _.........,._. __........._...w..............._.. Programmable thermostats E..]Complies Requirement will be met. zprimary ElDoes Not heating and cooling systems and initially set by manufacturer to ❑Nat Observable code specifications. ❑Nat Applicable 403.1.2 Heat pump thermostat installed 10] on heat u ❑Complies Requirement will be met. pumps. '❑ Does Not ❑Nat Observable �, ❑Not Applicable igh Impact(Ti .,. .www.�.M._p...._.......�... �—�_, .� m'_P . µµum_.. .�w_i}Y._ 2 Med„um Impact(Tier 2}MMM 13 Low Im act Tier 3 ......�.ww_.............._.__�..._ _ _w __.w .._ —....... ..._._............_..._........__,...__......www� ._ ,.....aaaa....w�.. .......... .,, Project Title: 8255 Bridge Lane Report date: 11/04/24 Data filename: Page 8 of10 „....—'- _.... ...._............ P f.ed. FelV..,.,__,.,..fi,.e_d# Final inspection Provision lan . ... Complies?..,.�.. _...._.o_..,m,�m.,._e.n..t.s../A ss, um .p_wt ions Vale ValUe S ...., 403.5.1 Circulating service hot water E]Comlies Requirement w will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable _N................_........_........_....... __.,. _.......w....... ......._ . ...v -w_._.. .........--- 403.6.1 All mechanical ventilation system .]Complies Requirement will be met. [FI25]2 fans not part of tested and listed - �DDoes Not HVAC equipment meet efficacy and air flow limits per Table ;❑Not Observable ❑ R403.6.1. Not Applicable [F0126]z m through oneoioertwo pipe heatingmmX .,. ..... �DompNot J 'Requirement will be met. .._ systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 'Heated water circulation systems i❑Compliesmmmmmm Requirement will be met. [F[28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply """"”" Y❑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 ;for hot water demand within the occupancy. Controls automaticallyturn off thepump �� ��� iioii�i�iia f /, ;when water is in circulation loop f is at set-point temperature and no demand for hot water exists. 403.5.1.2 02 ]1 2 ,comply with IEEE 5 5�1 or UL c,r����,� ;,,, ,,,, ❑DomespNot ._. ......................._ .��...._ ,_.. i.ww_.._......M._m..is ... .......... mmmm µMµ�� W Exception: Requirement is z not applicable. 515. Controls automatically adjust the energy input to the [:]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5,2 recirculation water ❑Com lies Exce tion: Requirement..............._..nt i `Demand ,,, p P quirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump ❑Not Observable and limit the temperature of the -water entering the cold water ❑Not Applicable piping to <= 104°F. 4----,,,.__...Drain water heat recovery _...a,.... w._...... .w.,. _. _.,. ....._.......W... .......M.p........ ery units I�,lCom lies Exception: Requirement is [F131]2 'tested in accordance with CSA ❑Does Not not applicable. 1355.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable individual units connected to one ,or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to ,three or more showers. 404.1 ;90% or more of permanent ❑Complies Requirement will be met. [F16]1 ;fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable _ _ __.........,.M__.w...w _... w_................ _.............__.w__... __w.... w ..:. ...., ❑Com lies. Exception: Requirement is 404.1.1 Fuel gas lighting systems have p• P q [F123]3 no continuous pilot light. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable .....,, ....,,.,.,., m... _,...,. .. _ ....,.. ........w.w.,...............w....,.._..�... _„wwti.._.....m..w.....�__......ww. .,_. . _.......w.M,.,._........_ .....M...M...M. ...,... ediur Impact(Tie ow Impact(Tier 3)Impact(Tier 1)11 i�......... _. _..._...__._ ..... _....... � _�..._._._..... ..._... w ..._.__ Project Title: 8255 Bridge Lane Report date: 11/04/24 Data filename: Page 9 of10 eetiora .,.,, 6nwal Iraspectio �..._, .. p .� ... ..._ _ _...._ Boras ra provisions ras eriffed Field erif edC Complies Comments/ ssuump & lie ID 'Value Value 4tF1,�� 'Compliance�..._....�.. ���.._.. ...,..w_, ..._....., ,.,,��. .. _.,...�,.,�,,.w.. ,.,..,,,. .. _�... _ _.... .,_ .....,.M..._,.._ . .� .,,,,..._�._�._.,... certificate posted. E]Complies Requirement will be met. I F1 (-IDoes Not E]Not Observable ... `� Not applic. able �i --._M_an.u. fa.c.t_u_r_e_r wwwm_.a.n.._ua.ls C9Complies 'Requirement will. be met. (F i1,8)3 mechanical and water heating EDoes Not systems have been provided. spNot Observable rE]Not applicable Additional Comments/Assumptions: 1 Higl1 Impact(Tier 1) v,, 4 NMediunn mpact „ � i .w .... ,Low Impact(Tier.3.) ?,. Project Title: 8255 Bridge Lane .. �__w_,....�...�.......wwww...�..... ... .._... ....._................._www,..��_...�..,._......_www.. ..._._...._�..ww_...�...._._.��.,_........................._ .. g Report date: 11/04/24 Data filename: Page 10 of10 CertificateEfficiency Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): r . . Window 0.32 0.32 Door 0.32 0.32 Heating Systern: Cooling System: Water Heater: Name: Date: Comments F . 8255 Brid e Res"Idenc , 825 110gej Lan6`1, 12 Cut o " NY 11935 c\A �F 3 , s MAN UAL LOAD CALCULATIONS Pre�waret� Sy Fernando Fer endo Recino Job Title: Draftsman--- _ � F Sign tore: AJ XT Date: October 7 2024 1,_.-._ ar 4 „ h r,- 5pj t, 9 ko ,1 I EAT I N G + CO Ot IN '' OLD SOUND AVENUE y 98-5527 i Load-Shop Form Job 8255-Bridge Res.' kolb Date: Oct 07,2024 XEntire House By: FR HEATING+ COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project Information For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Design • • 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/lb) 25 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 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU 2 2212 23143 39558 1783 1783 AHU 3 1516 20020 27078 1200 1200 AHU 1 689 9331 16966 833 833 Entire House 4417 52495 81801 3816 3816 Other equip loads 0 0 Equip. @ 0.95 RSM 77711 Latent cooling TOTALS 4417 52495 �_�1�04485��38�16 I 3816 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2024-Oct-0715:58:46 ..,.. . ....�...�..� Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 ...8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N Load Short FOCtl1 Job: s. Date: Oct 07,Bridge024 NkolbAHU 1 By: FR HEATING - COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 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/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR7024A1 Cond 4TWR7024A1 AHRI ref 7793615 Coil TEM6AOB24H21++TDR AHRI ref 7793615 Efficiency 8.5 HSPF Efficiency 12.5 EER, 17 SEER Heating input Sensible cooling 17500 Btuh Heating output 24000 Btuh @47-F Latent cooling 7500 Btuh Temperature rise 26 'F Total cooling 25000 Btuh Actual air flow 833 cfm Actual air flow 833 cfm Air flow factor 0.089 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.72 Capacitybalance point=-2'F Backup: Weil-McClain WEIL-MCLAIN ULTRA 299-CT In ut=299000 Btuh Oast sut=270000 Btuh 92.5 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE 1 689 9331 16966 833 833 AHU 1 689 9331 16966 833 833 Other equip loads 0 0 Equip. @ 0.95 RSM 16117 Latent cooling 6641 TOTALS 689 9331 22759 I 833 833 Bold/Italic values have been manually overridden! Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.. wrig" is*ft 2024-Oct-07 15:58:46 ,�.. Right-Suite®Universal 2022 22.0.07 RSU10077 Paget 8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N 8255 dge NkolbAHU Load Short Form Job: Oct07,2024 s.Date: Oct 07,2024 2 By: FR HEATING = COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project ! • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 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/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR7060A1 Cond 4TWR706OAl AHRI ref 7793617 Coil TEM6AOD6OH51++TDR AHRI ref 7793617 Efficiency 9.6 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling 37450 Btuh Heating output 52500 Btuh @47°F Latent cooling 16050 Btuh Temperature rise 27 °F Total cooling 53500 Btuh Actual air flow 1783 cfm Actual air flow 1783 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.76 Capacitybalance point=-5°F Backup: Weil-McClain WEIL-MCLAIN ULTRA 299-CT Input=299000 Btuh. OU�t ut�270000 Btuh 92.E AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE 2 2212 23143 39558 1783 1783 AHU 2 2212 23143 39558 1783 1783 Other equip loads 0 0 Equip. @ 0.95 RSM 37580 Latent cooling 12771 TOTALS 2212 ) 23143 50351 1783 1783 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1l tsMft" 2024-Oct-07 15:58:46 = ba Right-SuiteOUniversa1202222.0.07RSU10077 Page ...8255 Bridge Residence\82 55 Bridge Residence.rup Calc=MA Front Door faces: N kolb Load Short Form Job: 8255 Bridge Res. Oct Date: Oct 07,2024 NAHU 3 By: FR HEATINti T COOLINe, Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 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/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR7036B1 Cond 4TWR7036B1 AHRI ref 7599443 Coil TEM6AOC36H31++TDR AHRI ref 7599443 Efficiency 9.6 HSPF Efficiency 12.5 EER, 17 SEER Heating input Sensible cooling 25200 Btuh Heating output 32000 Btuh @47°F Latent cooling 10800 Btuh Temperature rise 24 °F Total cooling 36000 Btuh Actual airflow 1200 cfm Actual airflow 1200 cfm Air flow factor 0.060 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=7'F Backup: Weil-McClain WEIL-MCLAIN ULTRA 299-CT In ut=29 000 Btuh Out)Ut=270000 Btuh 92.5 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE 3 572 8819 10745 529 476 ZONE 5 402 5518 7980 331 354 ZONE 4 542 5683 8353 341 370 AHU 3 1516 20020 27078 1200 1200 Other equip loads 0 0 Equip. @ 0.95 RSM 25724 Latent cooling 7362 TOTALS 1516 I 20020 33086 1200 I 1200 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.,. w►rightsof[' 2024-Oct-07 15:58:46 ,W,�.,, Right-Suitee U niversal 2022 22.0.07 RSU10077 Page ...8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Doorfaces: N 8255 Building Analysis Job: Oct7,2024 s.+' Date: Oct 07,2024 HkolbEntire House By: FR HEATIN-5 - t_.00r_JNC Kolb Mechanical 11500 Old Sound Ave.,Maftittuck,NY 11952 Phone:(B f)298-5527 Email:'infCa( tc0bmechamMical.corn Project • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 67 ft Design'TD(`"F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange ff) 16 ( M ) Method Simplified Wetbulb( F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Heating Component Btuh/ftz Btuh % of load Walls 3.2 8601 16.4 Glazing 33.4 25219 48.0 t ur�itrro Doors 22.6 924 1.8 Ceilings 1.6 4574 8.7 Floors 1.7 1 98 0.2 Infiltration 3.8 13080 24.9 Ducts 0 0 Piping 0 0 •_I(Ifiry Humidification 0 0 Ventilation 0 0 Adjustments 0 Gzdry Total 24951 100.0 Com onent Btuh/ftz Btuh %of load Walls 1.0 2625 3.2 mil �°" . Glazing 46.4 35054 42.9 Doors 12.3 502 0.6 '° Ceilings 1.2 3347 4.1 Floors 0.5 30 0.0 �� Infiltration 0.6 1963 2.4 Cart. _. Ducts 0 0 Ventilation 0 0 Internal gains 38280 46.8 Blower 0 0 Adjustments 0 Total 1 81801 100.0 11fllr al rr Latent Cooling Load =26774 Btuh Overall U-value=0.108 Btuh/ft?°F, Window/Floor Area =17.1 % Data entries checked. Bold/italic values have been manually overridden V1 r1SJh <>1rt- 2024-Oct-0715:58:46 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 8�'55 Bridge RasWenf k$25,15 Bridge Residence.rup Calc=MJ8 Front Door faces: N 8255 dge Building Analysis Job: Oct7,2024 s. g Y Date: Oct 07,2024 XkolbAHU 1 By: FR HEATING+ COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)2w15.5527 Email:Ent'o(s�k'o6�arr�eaetat,�o�fir os�a Project • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature ('F) 70 72 Elevation: 67 ft Design iD(T) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange('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 1637 17.5 a Glazing 33.7 4194 44.9 i1 Doors 0 0 0 Ceilings 1.9 1014 10.9 Floors 1.7 18 0.2 Infiltration 3.8 2467 26.4 Ducts 0 0 Piping 0 0 Humidification 0 0 clb ngg Ventilation 0 0 Adjustments 0 oa Total 9331 100.0 Com onent Btuh/ft2 Btuh %of load Walls 0.9 500 2.9 E Glazing 55.2 6868 40.5 Doors 0 0 0 ..........,.,...a. Ceilings 1.8 962 5.7 Floors 0.5 6 0.0 Infiltration 0.6 370 2.2 �'M'""" �tcrptC�rs Ducts 0 0 Ventilation 0 0 Internal gains 8260 48.7 Blower 0 0 Adjustments 0 Total 16966 100.0 rns in x Latent Cooling Load =6641 Btuh Overall U-value =0.099 Btuh/ft2-'F, Window/Floor Area =18.0% Data entries checked. Bold/italic values have been manually overridden 2024-Oct-07 15:58:46 .8255 Bridge Residence\8255 Bridge niversal 2022 22.0.07 RSU10077 Page 2 ridge Residence.rup Calc=MJ8 Front Doorfaces: N lbBuilding Analysis Job: Bridge Res.'^ AHU 2 Byte: OctORt 07,2024 NkoHFA,rIrJ-'5- C-00 _INC, Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, 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/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°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 3002 13.0 Aall Glazing 33.3 12266 53.0 rIrt Doors 22.6 924 4.0 Ceilings 1.9 1667 7.2 Floors 1.7 79 0.3 Infiltration 3.8 5205 22.5 br Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 GMM Total 1 1231431 100.0 Component Btuh/ft2 Btuh % of load Walls 0.9 916 2.3 V* Glazing 48.6 17914 45.3 Doors 12.3 502 1.3 Ceilings 1.8 1581 4.0 Floors 0.5 25 0.1 i Cirs Infiltration 0.6 781 2.0 C a rg Ducts 0 0 Ventilation 0 0 Internal gains 17840 45.1 Blower 0 0 Adjustments 0 Total 1 1 39558l 100.0 1a CItlr Latent Cooling Load = 12771 Btuh Overall U-value =0.135 Btuh/ft2-°F, Window/Floor Area =16.7% Data entries checked. Bold/italic values have been manually overridden wrightsoft- 2024-Oct-07 15:58:46 ...,..., __�.,_,...,_., Right-Suite®Universal 2022 22.0,07 RSU10077 Page 3 ...8255 Bridge ResidencM8255 Bridge Residence..rup Calc=MJ8 Front Door faces: N 8255 dge KkolbAHU Buildin Anal sls Jab: Oct07,2024 s. gY Date: Oct 07,2024 3 By: FR HEATI NC,+ COOLING, Kolb Mechanical 11500 Old Sound Ave„Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (°F) 70 72 Elevation: 67 ft Design TD(`F) 58 18 Latitude: 42°N Relative(tumidity(o/o) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°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 3.4 3962 19.8 Glazing 33.4 8759 43.7 V&tpa Doors 0 0 0 � � � Ceilings 1.2 1892 9.5 Floors 0 0 0 Infiltration 3.8 5408 27.0 Ducts 0 0 Piping Humidification 0 0t'� Ventilation 0 0 Adjustments 0 C9 trta Total 1 200201 100.0 Component Btuh/ft2 Btuh %of load Walls 1.0 1209 4.5 vwl Glazing 46.0 12073 44.6 Doors 0 0 0 Ceilings 0.5 805 3.0 Floors 0 0 0 _lrlard Girs Infiltration 0.6 812 3.0 ( rMr Ducts 0 0 Ventilation 0 0 Internal gains 12180 45.0 Blower 0 0 Adjustments 0 Total 27078 100.0 ala60'1 Latent Cooling Load =7362 Btuh Overall U-value =0.091 Btuh/ft2-°F, Window/Floor Area =17.3% Data entries checked. Bold/italic values have been manually overridden 2024-Oct-07 15:58:46 8g Residnce Right-SuiteO Universal 202222.0.07RSU10077 Page 255 Bride a 8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N dge XkolbEntireProject Summary Job: Oct 07,2024 s.Date: Oct 07,2024 House By: FR HEATING }COOLING Kolb Mechanical 11500 Old Sound Ave„,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Notes:.. Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 52495 Btuh Structure 81801 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 52495 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipmen$sensible load 77711 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 26774 Btuh Ducts 0 Btuh Heat in Cooling Central vent(0 cfm) 0 Btuh g Area(ftz) 4417 4417 Equipment latent load 26774 Btuh Volume (ft) 39753 39753 Air changes/hour 0.31 0.15 Equipment Total Load (Sen+Lat) 104485 Btuh Equiv. AVF (cfm) 206 99 Req. total capacity at 0.70 SHR 9.3 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 Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f,, l A 1 t dece\82 ft Right-SuiteO Universa12022 22.0.07 RSU10077 2024-Oct-07 15:58:46 �� . 8255 BndgeResi Page 1 n 55 Bridge Residence.rup Calc=MJ8 Front Door faces: N Project Summary Oct Job: Bridge Res. Date: Oct 07,2024 NkolbAHU 1 By: FR HEATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Pr6i6d information For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Notes: Desian Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9331 Btuh Structure 16966 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9331 Btuh Use manufacturer's data n Rate/swine multiplier 0.95 Infiltration Equipment sensible load 16117 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 6641 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 689 689 Equipment latent load 6641 Btuh Volume (ft3) 6201 6201 Air changes/hour 0.38 0.18 Equipment Total Load (Sen+Lat) 22759 Btuh Equiv. AVF(cfm) 39 19 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR7024A1 Cond 4TWR7024A1 AHRI ref 7793615 Coil TEM6AOB24H21++TDR AHRI ref 7793615 Efficiency 8.5 HSPF Efficiency 12.5 EER, 17 SEER Heating input Sensible cooling 17500 Btuh Heating output 24000 Btuh @47°F Latent cooling 7500 Btuh Temperature rise 26 °F Total cooling 25000 Btuh Actual air flow 833 cfm Actual air flow 833 cfm Air flow factor 0.089 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.72 Capacitybalance point=-2°F Backup: Weil-McClain WEIL-MCLAIN ULTRA 299-CT Input=299000 Btuh, Output=270000 Btuh, 92.5 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, w�1gF�tsnR^ 2024-Oct-0715:58:46 y Right-Suite®Universal 2022 22.0.07 RSU10077 Page 2 & ...8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Doorfaces: N NkolbAHUProject Summary Job: 7,2024 s.^ 2 Bate: OctORt 07,zosa v HEATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Proiect Information For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Notes: • Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db gp °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23143 Btuh Structure 39558 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Pi in 0 Btuh Equipment load 23143 Btuh Use manufacturer's data n Rate/swin multiplier 0.95 Infiltration Equipment sensible load 37580 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 12771 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (pone) Area(ftz) 2212 2212 Equipment latent load 12771 Btuh Volume (lit) 19908 19908 Air changes/hour 0.25 0.12 Equipment Total Load(Sergi 50351 Btuh Equiv. AVF (cfm) 82 40 Req. total capacity at 0.70 SHR 4.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR7060A1 Cond 4TWR7060A1 AHRI ref 7793617 Coil TEM6AOD6OH51++TDR AHRI ref 7793617 Efficiency 9.6 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling 37450 Btuh Heating output 52500 Btuh @47°F Latent cooling 16050 Btuh Temperature rise 27 °F Total cooling 53500 Btuh Actual air flow 1783 cfm Actual air flow 1783 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.76 Capacitybalance point=-5°F Backup: Weil-McClain WEIL-MCLAIN ULTRA 299-CT Input=299000 Btuh, Output=270000 Btuh, 92.5 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. R id 2024-Oct-0715:58:46 wrl�llnrt m Right-Suite®Universa1202222 0.07 RSU10077 Page3 8255 Bridge es' ence\8255 Bridge Residencesup Calc=MJ8 Front Door faces: N kolb Project Summary Job: 8255 Bridge Res. Oct Date: Oct 07,2024 KAHU 3 By: FR HEATING = COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com roject Information For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Notes: Desim Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20020 Btuh Structure 27078 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 20020 Btuh Use manufacturer's data n Rate/swirlg multipplier 0.95 Infiltration Equipmensensible load 25724 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 7362 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ft2) 1516 1516 Equipment latent load 7362 Btuh Volume (f3) 13644 13644 Air changes/hour 0.37 0.18 Equipment Total Load (Sen+Lat) 33086 Btuh Equiv.AVF (cfm) 85 41 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR7036B1 Cond 4TWR7036B1 AHRI ref 7599443 Coil TEM6AOC36H31++TDR AHRI ref 7599443 Efficiency 9.6 HSPF Efficiency 12.5 EER, 17 SEER Heating input Sensible cooling 25200 Btuh Heating output 32000 Btuh @47°F Latent cooling 10800 Btuh Temperature rise 24 °F Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.060 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.79 Capacity balance point=7°F Backup: Weil-McClain WEIL-MCLAIN ULTRA 299-CT Input=299000 Btuh, Output=270000 Btuh, 92.5 AFUE Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, wrigF+tsoft" 2024-Oct-0715:58:46 �< Right-Suite@ U niversal 2022 22.0.07 RSU1 0077 Page lot& 8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N k�" , b Right-M Worksheet Job: 8255 Bridge Res. ` Entire House Date: Oct 07,2024 llt-nr r,c+coo_Irtn Kolb Mechanical By: FIR 11500 Old Sound Ave.,Matti tuck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire House AHU 2 2 Exposed wall 387.0 ft 154.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 4417.0 ft' 2212.0 ft' Ty Consiruction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-'F (81.uh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat�C..l 6 Vv 12F-3sw 0,058 ne 3,36 1,03 324' itk'76 928 283 0 0 0 0 t G 1D-c2ow 0.570 ne 33.06 44.59 48 0 1587 2140 0 0 0 0 12F4sw 0.053 ne 3.07 0,94' 531 438 1345 410 432 339 1041 318 1 D-c2ow 0.570 ne 33.06 44.59 73 0 2397' 3233 73 0 2397 3233 11 11DO 0,390 ne 22.62 12,28 21 21 475 258 21 21 475 258 �} 12F-3sw 0,058 se 3.36 1.03 396 325 132 33,3 0 0 0' 0 G� 1 D-c2ow 0.570 se 33.06 r5 09 71 0 2358 3930 0 0 0 0 12F-4sw 0.053 se 3.07 0.94 396 244 749 229 396 244 749 229 G 1 D-c2ow 0.570 se 33.06 55.09 133 0 4380 7300 133 0 4380 7300 �:::DDDD 11D0 0.390 se 22,62 12,28 20 20 449 244 20 20 449 244 V 12F-3sw 0,058 sw 336 1,03 324' 239 804'' 245 0 0 0 0 10B-w 0,600 sw 34,80 29.42 49 0 1717 1451 0 11 0 0 1D-c2ow 0,570 sw 33,06 55,09 36 0 1179 1965 0 0 0 0 V 12F-4sw 0.053 sw 3.07 0.94 531 333 1074 312 369 243 747 228 10B-w 0.600 sw 34.80 29.42 96 0 3341 2824 48 0 1670 1412 1 D-c2ow 0„570 sw 33,06 55.09 102 0 3372 56119 78 0 2579 4297 Vy 12F-3sw 0.058 nw 3,36 1.03 396 338 1137 34"7 0 0 0 0 I-G 1D-c2ow 0.570 nw 33.06 44.59 58 0 1917 2586 0 0 0 0 Vy 12F-4sw 0.053 nw 3.07 0.94 585 495 1522 465 189 152 466 142 G 1D-c2ow 0,570 nw 33.06 44.59 90 0 2970 4006 3fG 0 1240' 1672 C 16X19-30w 0.032 1,25 0.53 1516 1516 1892 805 0' 0 0 0 C C part ceiling. 0.033 1,94 1.84 1355 1385 2681 2543 861 861 1667 1581 F "'19A-30bswp 0:034 1.65 0.51 5 59 98 30 48 48 '79 25 6 c)AED excursion 0 0 Envelope loss/gain 39415 41558 17938 20937 12 a) Infiltration 13080 1963 5205 781 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 16 3680 8 1840 Appliances/other 34600 16000 Subtotal(lines 6 to 13) 52495 81801 23143 39558 Less external load 0 0 0 0 Less transfer 0 0 Redistribution 0 0 0 0 t"p 0 14 Subtotal 52495 81801 23143 39558 15 Duct loads 0""rGr 0 0 0% 0% 0 0' Total room load Air required oaf a1) 52495 831$801 2 3955817 3 Ca1rUlations a rove by 8QQA Jg meetall realj1rQmQnt§Of Manual ,1 8th Ed, wrigF�isaiPt 2024-Oct-0715:58:46 ^x Right-Suite®Universal202222.0.07 RSU10077..825.5 Bridge Residence\8255 Bridge Residence rup Calc=MJ8 Front Door faces: N Pagel Rlgh R Wor'ksheet Job: 8255 Bridge Res. Hkolb Entire House Date: Oct 07,2024 iit",,o' r r"f Ip��' By: FIR Kalb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 3 AHU 1 2 Exposed wall 160.0 ft 73.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 1516,0 ft' 689A ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) T33,0644.59 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ 12F-3sw 0058 ne3 324 276 928 283 0 0 0 0 I-GD-c2ow 0.570 ne 48 0 1587 2140 0 0 0 0 12F-4sw 0.053 ne 0 0 0 0 99 99 30493 1D-c2ow 0.570 ne 0 0 0 0 0 0 0 0 11DO 0390 ne 0 0 0 0 0 0 0 0 V� 12F-3sw 0,058 se 3,36 1.03 396 325 1092 333 0 0 0 0 L-G 1 D-c2ow 0.570 se 33.06 55.09 71 0 2358 3930 0 U 0 0 12F-4sw 0.053 se 3.07 0.94 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 33.06 55.09 0 0 0 0 0 0 0 0 11DO 0.390 se 22.62 1228 0 0 01 0 0 0 0 12F-3sw 0.058 sw 3,36 1.03 324 239 804 245 0 0 0 0 108-w 0,600 sw 34,80 29A2 49 0 1717 1451 0 0 0 0 1D-c2ow 0.570 sw 33.06 55.09 36 0 1179 1965 0 0 0 0 12F4sw 0.053 sw 3.07 0.94 0 0 0 0' 162 90 277 84 1013-w 0.600 sw 34.80 29.42 0 0 0 0 48 0 16701 1412 1 D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 24 0 793 1322 Val 12F-3sw 0,058 nw 3.36 1.03 396 338 1137 347 0 0 0 0 l-G 1 D-c2ow 0.570 nw 33.06 44.59 58 0 1917 2586 0 0 0 0 1y 12F-4sw 0.053 nw 3.07 0.94 0 0 0 0 396 344 1056 322 �G 1D-c2ow 0.570 nw 33,06 44,59 0 0 0 0 52 0 1730 2334 C 16X19-30w 0.032 1.25 0.53 1516 1516 1892' 805 0 0 0 0 C C Dart ceiling, 0,033 1.94 1,84 0 0 0 0 524 524 1014 962 F 19A'=30bswp „0.034 1:65 0.51 0 0, 0 0 ., 11 11 18 6 6 c)AED excursion 0 1800 Envelope loss/gain 14613 14086� 6864 8335 12 a) Infiltration 5408 812 2467 370 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 2 460 Appliances/other 10800 7800 Subtotal(lines 6 to 13) 20020 27078 9331 16966 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20020 27078 9331 16966 15 Duct loads 0% 0% 0' 0 0% 0%1 0 0 Total room load 20020 2707819331 16966 Air required(cfm) 1200 1200 833 833 Q lculal'gns awroved. C A to Uggj l r a'r me f 1 :, 1. 8th Ed. wrM7tMnw1� M M», 2024-Oct-0715:58:46 Right-Suite@ U niversal 2022 22.0.07 RSU10077 Page ..8255 Bridge R'eMden et,SS Bridge Residence.rup Calc=MJ8 Front Door faces: N Hkolb Right-M Worksheet Job: 8255 Bridge Res. AHU 1 Date: Oct 07,Zaaa Kolb Mechanical By: FIR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 1 Room name AHU 1 ZONE 1 2 Exposed wall 73.0 ft 73.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 689.0 ft 5 Room area 689.0 ft2 689.0 f? Ty Construction U-value Or HTM Area (ft') Load Area (fv) Load number (Btuh/ft'-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) N (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vl-C 12F-3sw 0.058 ne 0.00 0,00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F 4sw 0,053 ne 3.07 0.94 99 99 304 93 99 99 304 93 1 D-c2ow 0.570 ne 0.00 0.00 0 0' 0 0 0 0 0 0 11 11D0 0,390 ne 0,00 0,00 0 0 Gip 0 0 0 0 0 Vv 12F-3sw 0.058 se 0,00 000 0 0 0' 0 0 0 0 0 I-G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-4sw 0.053 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 0,00 0.00 0 0 0 0 0 0 0 0 11D0 (),M se 0.00 0,00 0'' 0 0 0 0 0 0 0 12F-3sw 0.058 sw 0,00 0,000 0 0 0 0'' 0 0' 0 10B-w 0.600 sw 0,00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0,570 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-4sw 0.053 sw 3.07 0.94 162 90 277 84 162 90 277 84 108-w 0.600 sw 34.80 29.42 48 0 1670 1412 48' 0 1670 1412 1D-c2ow 0.570 sw 33,06 55.09 24 0 7fR 1322 24 0 793 1322 VU 12F-3sw 0.058 nw 0,00 000 0 0 0 0 0 0, 0 0 L-G 1D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 Vpl 12F-4sw 0.053 nw 3.07 0.94 396 344 1056 322 396 344 1056 322 G 1D-c2ow 0,570 nw 33,06 44.59 52 0 1730 2334 52 0 1730 2334 C 16X19-30w 0,032 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceilinc, 0.033 1 94 1.84 524 524 1014 962 524 524 1014 962 IF 19A-30bswp 0.034 1.65 "'Ml'° 11 11 -18 18 6 6 c)AED excursion 1800 1800 Envelope loss/gain 6864 8335 _ ... 6864 µ 8335 12 a) Infiltration 2467 370 2467 370 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2' 460 Appliances/other 7800 7800 Subtotal(lines 6 to 13) 9331 16966 9331 16966 Less external load 0' 0 Less transfer 0 0 0 0 0 0 Redistribution 0, 0 0 0 14 Subtotal 9331 16966 9331 16966 15 1 Duct loads 0% 01% 0 0 -0% 0% 0 0 Total room load 9331 16966 9331 16966 Air required(cfm) 833 833 833 833 C I Z i a roved by-AQQ6 IQ rneeA all reauirement§of Manual J 8th d. 2024-Oct-07 15:58:46 �^L� Rig ht-Suite®Universa1202222.0.07 RSU10077 Page3 8255 Bridge R,askrlam eW2i 5 Bridge Residence.ru a Calc=MJ8 Front Door faces: N �� Right-M Worksheet Job: 8255 Bridge Res, HAHU 2 Date: Oct 07,2024 IIEATING 1 OO-ING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU 2 ZONE 2 2 Exposed wall 154.0 ft 154.0 ft 3 Room height 9,0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 2212.0 ft 5 Room area 2212.0 ft' 2212.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vtl 12F-3sw 0.058 ne 000 0.00 0 0 0 0 0 0 0 0 i C 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F4sw 0.053 ne 3.07 0.94 432 339 1041 318 432 339 1041 318 1 D-c2ow 0.570 ne 33.06 44.59 73 0 2397 3233 73 0 2397 3233 11 11DO 0.390 ne 22,62 1228 21 21 475 258 21 21 475 258 Vy 12F-3sw 0.058 se 0.00 0.00 0 0 0 0 0 0 0 0 I-G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 12F4sw 0.053 se 3.07 0.94 396 244 749 229 396 244 749 229 1 D-c2ow 0.570 se 33.06 55.09 133 0 4380 7300 133 0 4380 7300 11DO 0.390' se 2262 12.28 20 20 449 244 20 20 449 244 12F-3sw 0.058 sw 0.00 0.00 0 0 0 0 0 0' 0 0 1OB-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 Dc2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-4sw 0.053 sw 3.07 0.94 369 243 747 228 369 243 747 228 10B-w 0.600 sw 34.80 29.42 48 0 1670 1412 48 0 1670 1412 1 D-c2ow 0 570 sw 33.06 55.09 78 0 2579 4297 78 0 2579 4297 12F-3sw 0.058 nw 0.00 0.00 0' 0 0 0 0 0 0 0 t-G 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 VII 12F-4sw 0.053 nw 3.07 0.94 189 152 466 142 189 152 466 142 l-G 1D-c2ow 0.570 nw 33.06 44.59 38 0 1240 1672 38' 0 1240 1672 C 16X19-30w 0.032 0.00 0.00 0' 0 0 0 0' 0 0 0 C C part ceiling. 0.033 1.94 1.84 861 861 1667 1581 861 861 1667 1581 F-..,. 19A-30bswp ("34', 1.65 0.51 �. ;.,;48 48 79 .,,P8 48 48 ., ,. _7S 25 6 c)AED excursion 0' 0 Envelope loss/gain 17938 20937 17938 20937 12 a) Infiltration 5205 781 5205 781 b) Room ventilation 0 0 0 0' 13 Internal gains: Occupants @ 230 8 1840 8 1840 Appliances/other 16000 16000 Subtotal(lines 6 to 13) 23143 39558 23143 39558 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23143 39558 23143 39558 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Total room load 23143 395581 23143 39558 Air required(cfm) 1783 1783 1 17831 1783 C`al Ltla i n, aiwroygd. by ACCAto meet all regui[gments of MQnUal J §1h Ed. wr 2024-Oct-0715:58:46 !94- Right-Suite®Universal 202222.0.07 RSU10077 Page 8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Doorfaces: N Right-M Wbrksheet Job: 8255 Bridge Res. Hkolb AHU 3 Date: Oct 07,2024 Kolb Mechanical By: FR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@koibmechanical.com 1 Room name AHU 3 ZONE 3 2 Exposed wall 160.0 ft 68.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 572.0 ft 5 Room area 1516.0 ft' 572.0 ft2 Ty Construction U-value Or HTM Area (w) Load Area (ft2) Load number (Btuh/ft'-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ 12F-3sw 0.058 ne 3,36 1,03 324 276' 928 283 0' a 0 0 l-G 1D-c2ow 0.570 ne 33.06 44.59 48 0 1587 2140 0 0 0 0 12F 4sw 0.053 ne 0.00 0.00 0 0 0 (1 0 0 0 0 1D-c2ow 0.570 ne 0,00 0.00 0 0 0 0 0 0 0 0 1 1 11 DO 0.390 ne 0.00 0.00 0 0 0 0 0 0 0 0 V� 12F-3sw 0.058 se 3.36 1,03 396 f 5 1092 333 153 127'' 427 130 L C, 1D-c2ow 0.570 se 33.06 55.09 71 0' 23rA 3930 26 0 860 1432 Vj/ 12F-4sw 0.053 se 0.00 0.00 0 0 0 0 0 0 0 0 :::G 1 D-c2ow 0.570 se 0.00 0.00 0 0 f1 0 0 0 0 0 D 11D0 0,390 se 0,00 0.00 0 0 0 O 0 0 0 0 12F-3sw 0,058 sw 3,36 1,03 324 239 8(4 245 324 239 804 245 10B-w 0,600 sw 34.80 29,42 49 0 1717 1451 49 0 1717 1451 1 D-c2ow 0.570 sw 33.06 55.09 36 0 1179 1965 :;36 0 1179 1965 12F-4sw 0.053 sw 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0,600 sw 0.00 0.00 0 0 0 0 0 0' 0 0 1D-c2ow 0.570 sw 0.00 0,00 0 0 0 0 U 0 0 0 tw 12F-3sw 0,058 nw 3.36 1.03 396 3„f8 1137 347' 1„t5 123 413 126 ---.G 1D-c2ow 0.570 nw 33.06 44.59 5t3 0 1917 2586 12 0 408 550 12F-4sw 0.053 nw 0.00 0.00 (11 0 0 0 0 0 0 0 t--( ID-c2ow 0.570 nw 0.00 0,00 0 0 d„1 0 0'' 0 0 0 C 16X19-30w 0.032' 1.25 0.53 1516 1516 18t12 805 572 572 714 304 C C oart ceiling, 0,033 0.00 000 0 0 (,1 0 0 0 0 0 F 19A-30bswp 0.034 O.00 0.00 0 0 0 0 0 6 c)AED excursion 0 136 Envelope loss/gain 14613' 14086 6521 6340 12 a) Infiltration 5408 812 2298 345 b) Room ventilation 0 0' 0 0 13 Internal gains: Occupants @ 230 6 1380 2 460 Appliances/other 10800 3-6-0-0- Subtotal(lines 6 to 13) 20020 270781 8819 10745 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 20020 27078 8819 10745 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 200201 270781 1119 10745 Air required(cfm) 1200 1200 529 476 Iaf i n aor)roved bV&QC6 tO Meet Q11 r2QUireMents gf Manual J 8th F Rig ht-Suite@Universal202222.0.07 RSU10077 2024-Oct-0715,58:46 8255 tfridge(3ewt5erurcA8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N Page 5 �� Right-J® WOrksheet Job: 8255 Bridge Res. AHU 3 Date: Oct 07,2024 IIEA Tit,G+-Oaa_INc By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE 5 ZONE 4 2 Exposed wall 46.0 ft 46.0 ft 3 Room height 9.0 ft heat/cool 9.0 it heat/cool 4 Room dimensions 1.0 x 402.0 ft 1.0 x 542.0 ft 5 Room area 402.0 ft' 542.0 it' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft'-0F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 12F-3sw 0.058 ne 3.36 1,03 153 129 434 132 71 147 495 151 I-< 1 D-c2ow 0.570 ne 33.06 44.59 24 0 793 1070 24 0 793 1070 V 12F-4sw 0.053 ne 0.00 0„00 0 0 0 0 0 0 0 0 �--G 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 1 !ll���ppp 11 DO 0.390 ne 000 0.00 0 0 0 0 0 0 0 0 Vy 12F-3sw 0.058 se 3.36 1.03 0 0 0 0 24.3 198' 665 203 1,.r 1 D-c2ow 0.570 se 33.06 55.09 0 0 0 0 45 0 1499 2498 12F4sw 0.053 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 11 D0 0.390 se 0,00 000 0 0 0 0 0 0 0 0 12F-3sw 0.058 sw 3.36 1.03 0 0 0 0 0 0 0 0 1013-w 0.600 sw 34.80 29.42 0 0 0 0 0 0 0 0 1 Dc2ow 0.570 sw 33.06 55.09 0 0 0 0 0 0 0 0 12F-4sw 0.053 sw 0.00 0.00 0 0 0 0 0 0 0 0 106-w 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0' 0 0 0 0 Vy 12F-3sw 0.058 nw 3.36 1M 261 215 724 221 0 0 0 0 L� 1 D-c2ow 0.570 nw 33.06 44.59 46 0 1510 2036 0 0 0 0 Vy 12F-4sw 0.053 nw 0.00 0.00 0 0 0 0 0 0 0 0 !-G 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 16X19-30w 0.032 1.25 0.53 402 402' 502 213 542 542 677 288 C C Dart ceiling. 0,033' 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp .- ... F 0.034 .0,00 N-0.00 0 0 K 0 0 0 0 0 0 6 c)AED excursion 13' -149 Envelope loss/gain 3963 36861 4128 4060 12 a) Infiltration 1555 233 1555 233' b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 3600 3600 Subtotal(lines 6 to 13) 5518 79801 5683 8353 Less external load 0 0 0 0 Less transfer O 0 0 0 Redistribution 0 0 0 0 14 Subtotal 5518 7980 5683 8353 ° 15 Duct loads -0% 0/o 0 0 -0% 0% 0 0 Total room load 5518 7980 5683 8353 Air required(cfm) 331 354 341 370 lc l ions aggMed by AQ ,A Ig meet all r_egUjMlreijts of M nu l. 8t Ed. esi � 2024-Oct-0715:58:46 w� th! ^ Right-Suite®Universa1202222.0.07RSU10077 Page6 .8255 Bridge R dence\8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N Basement TI BASEMENT -1 VI -LT LOW ED Job #: 8255 Bridge Res. Kolb Mechanical Scale: 1 : 138 Performed by FR for: Page 1 8255 Bridge Residence 11500 Old Sound Ave. RightSuite®Universal 2022 8255 Bridge Lane Mattituck,NY 11952 22.0.07 RSU10077 Cutchogue,NY 11935 Phone:(631)298-5527 2024-Oct-07 15:59:16 info@kolbmechanical.com idence18255 Bridge Residence.rup First FI Garage 0 0 2t:I i ZONE 2 r� 0 Job#: 8255 Bridge Res. Kolb Mechanical Scale: 1 : 138 Performed by FR for: Page 2 8255 Bridge Residence 11500 Old Sound Ave. RightSuite@ Universal 2022 8255 Bridge Lane Mattituck, NY 11952 22.0.07 RSU10077 Cutchogue,NY 11935 Phone:(631)298-5527 2024-Oct-07 15:59:17 info@kolbmechanical.com ...idence\8255 Bridge Residence.rup Second FI Z NE 3 � t ZONE4 ZONE5 Job#: 8255 Bridge Res. Kolb Mechanical Scale: 1 : 138 Performed by FR for: Page 3 8255 Bridge Residence 11500 Old Sound Ave. RightSuite@ Universal 2022 8255 Bridge Lane Mattituck,NY 11952 22.0.07 RSU10077 Cutchogue,NY 11935 Phone:(631)298-5527 2024-Oct-07 15:59:17 info@kolbmechanical.com ...idence\8255 Bridge Residence.rup NBridkolb stem Summary Job: Oct 07,2024 ge Res. Duct System � Date: Oct AHU 1 By: FR HEATING = COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.168/0.132 in H2O 0.168/0.132 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 833 cfm 833 cfm Total effective length (TEL) 329 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE 1 c 2424 143 143 0.080 8.0 Ox 0 VIFx 5.0 130.0 st1 ZONE 1-A c 2424 143 143 0.080 8.0 Ox 0 VIFx 16.0 130.0 st1 ZONE 1-B c 2424 143 143 0.080 8.0 Ox 0 VIFx 22.0 130.0 st1 ZONE 1-C c 2424 143 143 0.080 8.0 Ox 0 VIFx 32.0 130.0 st1 ZONE 1-D c 2424 143 143 0.080 8.0 Ox 0 VIFx 40.0 140.0 st2 ZONE 1-E c 2424 143 143 0.080 8.0 Ox 0 VIFx 34.0 150.0 st2 ZONE 1-F c 2424 143 1 143 0.080 1 8.01 Ox 0 VIFx 45.0 105.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 571 571 0.080 643 11.7 8 x 16 ShtMetl st2 Peak AVF 429 429 0.080 643 10.5 8 x 12 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 571 571 145.0 0.080 535 14.0 Ox 0 VIFx rt1 rb7 Ox 0 429 429 111.0 0.080 465 13.0 Ox 0 VIFx rt1 Bold/italic values have been manually overridden wlr3ghtsoTt" 2024-Oct-0715:58:47 .N.�.� Right-SuiteO Universal 202222.0.07RSU10077 Pagel ...8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N DetailReturn Trunk Trunk Htg Clg Design Veloc Diann H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1000 1000 0.080 692 14.4 8 x 26 ShtMetl wrightsoft^" 2024-Oct-0715:58:47 Rig ht-Suite®Universal 202222.0.07RSU10077 Paget ..8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N NBridkolb stem Summary Job: Oct 07,2024 ge Res. Duct System � Date:, Oct AHU 2 By: FR HEA71Ns, =COO LINGi Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com P • - • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.201 /0.099 in H2O 0.201 /0.099 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1783 cfm 1783 cfm Total effective length (TEL) 486 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE 2 c 2826 153 153 0.080 8.0 Ox 0 VIFx 25.0 175.0 st3 ZONE 2-A c 2826 153 153 0.080 8.0 Ox 0 VIFx 61.0 255.0 st3 ZONE 2-B c 2826 153 153 0.080 8.0 Ox 0 VI Fx 71.0 255.0 st3 ZONE2-C c 2826 153 153 0.080 8.0 Ox0 VIFx 84.0 240.0 st3 ZONE 2-D c 2826 153 153 0.080 8.0 Ox 0 VIFx 63.0 220.0 st3 ZONE 2-E c 2826 153 153 0.080 8.0 Ox 0 VIFx 57.0 220.0 st3 ZONE 2-F C 2826 153 153 0.080 8.0 Ox 0 VIFx 51.0 255.0 st3 ZONE2-G C 2826 153 153 0.080 ' 8.0 Ox0 VIFx 51.0 255.0 st3 ZONE 2-H C 2826 153 153 0.080 8.0 Ox 0 VIFx 55.0 220.0 st3 ZONE 2-1 C 2826 153 153 0.080 8.0 Ox 0 VIFx 64.0 220.0 st3 ZONE2-J C 2826 153 153 0.080 8.0 0x0 VIFx 64.0 230.0 st3 ZONE2-K c 2826 153 153 0.080 8.0 Ox0 VIFx 57.0 245.0 st3 ZONE2-L c 2826 153 153 0.080 8.0 Ox0 VIFx 36.0 175.0 st3 ZONE2-M c 2826 153 153 1 0.0801 8.0 OX0 1 VIFx 47.0 1 255.0 st3 Supply TrunkDetail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 2140 2140 0.080 856 19.1 8 x 45 ShtMetl Bold/italic values have been manually overridden Res� V 2024-Oc[-07 15:58: Right-Suite®Universal 202222.0.07RSU10077 Page 3 8255 Bridge sidence\8 255 Bridge Residence Calc=MJ8 Front Door faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 611 611 126.0 0.078 572 14.0 Ox 0 VIFx rt2 rb4 Ox 0 458 458 103.0 0.080 497 13.0 Ox 0 VIFx rt2 rb5 Ox 0 611 611 160.0 0.062 498 15.0 Ox 0 VIFx rt2 rb6 Ox 0 458 458 141.0 0.070 4971 13.01 Ox 0 VIFx I rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 Peak AVF 2140 2140 0.062 700 20.2 8 x 55 ShtMetl d e Re 82 2024-Oct-07 15:58:47 8255B g .�a,.,�,�� ,�u-�, Rig ht-SuiteOUniversal202222.0.07 RSU10077 Page ence\ 55 Bridge Residence.rup Calc=MJ8 Front Door faces: N System Summary Job: Oct Bridge Res. Duct S Y � Dater Oct 07,2024 NkolbAHU 3 By: FR FIEATING = COO LING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 8255 Bridge Residence 8255 Bridge Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.209/0.091 in H2O 0.209/0.091 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 292 ft • Detail Table Sup Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE 3 h 1764 127 114 0.080 7.0 Ox 0 VIFx 28.0 175.0 st4 ZONE 3-A h 1764 127 114 0.080 7.0 Ox 0 VIFx 20.0 150.0 st4 ZONE 3-B h 1764 127 114 0.080 7.0 Ox 0 VIFx 19.0 160.0 st5 ZONE 3-C h 1764 127 114 0.080 7.0 Ox 0 VIFx 25.0 150.0 st5 ZONE 3-D h 1764 127 114 0.080 7.0 Ox 0 VIFx 30.0 140.0 st5 ZONE 4 c 2088 102 111 0.080 7.0 Ox 0 VIFx 21.0 130.0 st5 ZONE 4-A c 2088 102 111 0.080 7.0 Ox 0 VIFx 26.0 130.0 st5 ZONE 4-13 c 2088 102 111 0.080 7.0 Ox 0 VIFx 33.0 130.0 st5 ZONE 4-C c 2088 102 111 0.080 7.0 Ox 0 VIFx 42.0 130.0 st5 ZONE 5 C 1995 99 106 0.080 6.0 Ox 0 VIFx 37.0 140.0 st4 ZONE 5-A C 1995 99 106 0.080 6.0 Ox 0 VIFx 27.0 140.0 st4 ZONE 5-B c 1995 99 106 0.080 6.0 Ox 0 VIFx 24.0 175.0 st4 ZONE 5-C c 1995 99 106 1 0.080 6.0 Ox 0 VIFx 0 0 •Ply TrunkDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 551 547 0.080 620 11.5 8 x 16 ShtMetl st5 Peak AVF 789 787 0.080 710 13.2 8 x 20 ShtMetl Bold/italic values have been manually overridden wriSphtsoftl 2024-Oct-07 15:58:47 Right-8uite0 Unlversa1202222_Q07 RSU10077 Pages ..8255 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb8 Ox 0 458 451 89.0 0.080 497 13.0 Ox 0 VIFx rt4 rb9 Ox 0 397 424 73.0 0.080 460 13.0 Ox 0 VIFx rb10 Ox 0 585 565 88.0 0.080 547 14.0 Ox 0 VIFx rt4 Return Trunk Detail Table Trunk Htg CIg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk r14 Peak AVF 1043 1016 0.080 671 14.5 8 x 28 ShtMetl tsfv" 2024-Oct-0715:58:47 �+ � �.� Right-SuiteO Universal202222.0.07 RSU10077 I11.i .,R,e" '_���c'e"N"'2" Page 6 82b5 Bridge Residence\8255 Bridge Residence.rup Calc=MJ8 Front Door faces: N xp David Mammina,Chairperson our llrwi% Town Hall Annex � Anne Surchin,Vice Chair `` 54375 Route 25 Allan Wexler s '" PO Box 1179 Jeri Woodhouse " ` Southold,NY 11971 ZUKLO Marina de Conciliis Daryl Ketcham ° F4 kimf@southoldtownny.gov " Telephone: (631)765-1809 Kim E.Fuentes,Coordinator -- Town of Southold Historic Preservation Commission Certificate of Appropriateness August 22, 2024 RESOLUTION No. #05.23.2024.2 Amended RE: ASIP HOUSE, 8255 Bridge Lane, Cutchogue,NY SCTM# 1000-84-1-4.6 Owner: Richard B. Sachs WHEREAS, 8255 Bridge Lane, Cutchogue,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 170-6 of the Town Law(Landmarks Preservation Code)of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS,the applicant submitted a proposal on November 30,2023, for approval to demolish an existing dwelling and accessory structures, and to construct a new single-family dwelling,pool house/ cabana and an in-ground swimming pool, including new fencing; and WHEREAS,the applicant' s representative,Daniel Butler, Registered Architect, appeared before the Commission for a public hearing on May 23,2024 to describe the proposed demolition of the structures, and the reconstruction of a new single-family dwelling, pool house/cabana and an in-ground swimming pool; and WHEREAS,that the Southold Town Historic Preservation Commission determined that the proposal described as a two- story dwelling with an attached garage and a proposed pool cabana with a swimming in- ground pool and fence enclosure. The improvements will include an asphalt shingle roof, vertical board siding and wood windows manufactured by LePage, all as depicted in the Site Plan and Architectural Plans, sheets A- 0.0, A-0.1, A-0.2, A-1.2, A-2.0, A-2.1, last revised on May 20, 2024(received May 22, 2024); and Sheets A- L 0 and A- 1. 1, last revised April 18,2024,(received April 19, 2024, one window per bedroom located on the second story of both side elevations as casement double hung style with offset glass for top and bottom lites,to satisfy egress opening size requirements and conform to the New York State' s Building code means of egress) prepared by Daniel A. Butler, R.A.,meets the criteria for approval under Section 170- 8 (A)of the Southold Town Code; and WHEREAS,the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and Certificate of Appropriateness#05.23.2024.2 AMENDED HPC,ASIP HOUSE,Richard B. Sachs, SCTM No 1000-84-1-4.6 WHEREAS,the Commissioners may conduct a site inspection of subject premises once improvements are completed; and WHEREAS, on August 22, 2024,the applicant' s representative, Daniel Butler,Registered Architect,appeared before the Commission for a Work Session to describe Amendments to the above referenced reconstruction of a new single-family dwelling,pool house/cabana and an in-ground swimming pool; and WHEREAS,the Commission has the authority to determine that some proposals do not rise to the level of requiring a public hearing, as the proposal is de minimis in nature; and the Commission has determined that the subject application is de minimis in nature,the Amended design does not require a Public Hearing, and therefore, a Certificate of Appropriateness may issue; and NOW,THEREFORE,BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the AMENDED proposal described as a two- story dwelling with an attached garage and a proposed pool cabana with a swimming in-ground pool and fence enclosure. all as depicted in the Site Plan and Architectural Plans, sheets A-0.0,A-1.0,A-1.1,A-2.2,A-2.3,A-2.5 and A-2.6, last revised July 28,2024, (received July 29, 2024)prepared by Daniel A. Butler, R.A., meets the criteria for approval under Section 170- 8 (A)of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for an AMENDED Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by Commissioner Mammina Motion seconded by: Commissioner Woodhouse VOTES: AYES: Commissioners Mammina, Surchin, Wexler, Woodhouse, de Conciliis and Ketcham (6-0) RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. a � Signed: Kim E.Fuentes,Coordinator for the Historic Preservation Commission Date: September 3,2024 9 NIL SOUTHOLD TOWN HALL-P,0,Box 11.79 53095 Main Road-SO-UTHOLD,NEW YORK 11971 Yown of Southold CHAPTER 236 - STORMIVATER MANAGEMENT REFERRAL FOPJW ( APPLICANrF INFORMATIOIN' l'O BE COMPLETED BY TI IE APPLICAI\J' ONLY FOR PROPERTIES ONE ACRE IN AREA. OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) '! NAME Date: ,lk"I' 'ell z, --77— Contact Information: � (E-Mail&'Telephom Nuruber� > f I Property Address Location of Construction Site: Hp "n- S.C.T.M 1000 2 .............. Djstrict .................. Section Block Lot J 7 ............ TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT -e. No S.P,D,E-S, Permit is Required Area of Disturbance is less than I Acre. Project does Not Discharge to Waters of the State, No S.P.D.E.S. Permit is Re aired f Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly 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, T Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN. a STRE.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. t Reviewed By: Date: FORM SMCP-TOS December 2024