Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51711-Z
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 j r m w O W Y r a o � x Z LL _ - - -- - -- _ v Ix6 HORIZONTAL ED- ._ — _.---. -. _�,�---mom ---_ .. .:csacs.�,}- ---_ - _ •�,e»s-�_-.>_u.__ _ :..:r-••e_��-.c— - -_c ,.:..u)=_,. _- - - - - -.�7 s•,e.:�-w^�.:a - - ---.. .�_ - _ --- - r - -_E_ - _. CAP ,ATeG BLACK TURKEY WIRE C C - - - -- --_ - KXXI Ix6 VERTICAL AND �„ Z z CROSS RAILS ------ _p-—�-- - - - - - - - - - - - - - - - - - cq -- >00 W/ CAP <t — Q SELF-CLOSING, SELF (� LATCHNG PEDESTRIAN GATE TO CODE. z � Q 12" POURED > CONCRETE FENCE A U a IL FOOTING t0 FROST 4'-O"MIN, DEPTH (3'-0" MIN.) w t s W » 7 FRONT ELEVATION SECTION A a POOL CODE COMPLIANT " d PENCE AND GATE Z "� m � 0 0 PAGE: 1 FOOL FENCE DETAIL 1/2' = 1'-O" A - 0 . 2 _ a THE ALTERED BUILDING SHALL MEET THE ENERGY COMPLIANCE: 4 PRESCRIPTIVE REQUIREMENTS o a ) ENC / Q SECTIONS R402,1,1 THROUGH R402,1,5 WITH EXCEPTION ALLOWED IN AJ104,1.1, "' a CLIMATE ZONE: 4 u FENESTRATION U MAX = ,35, PROVIDED U = .2S a a GLAZED FENESTRATION SHGC MAX = ,40, PROVIDED SHGC = ,21 CEILING RMIN = R-49, PROVIDED = R-49 (R-30 IN NON ATTIC AREA PER R402,2.2) Iffy z -9 (EXCEPTION AJ104,1,1 03) /O WALLS RMIN - R I , -15 PROVIDED R PR G�< o FLOORS R MIN = R-19, R-21 PROVIDED, 24 RIO, PROVIDED ALONG PERIMETER OF SLAB �'�' tu 8255 BRIDG ANE i AJ104.1,1 ADDITIONS, ALTERATIONS, OR RENOVATIONS, ADDITIONS, ALTERATIONS, OR RENOVATIONS TO AN EXISTING BUILDING-, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF SECTION NI101 OF THIS CODE AS THEY RELATE TO NEWCUTCHOGUCONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION($) OF THE EXISTING W wN W Y 0_R_K_ SITE a BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CHAPTER. AN ADDITION SHALL BE / LOCATION DEEMED TO COMPLY WITH THIS CHAPTER IF THE ADDITION ALONE COMPLIES OR IF THE EXISTING BUILDING AND ADDITION COMPLY WITH THIS CHAPTER AS A SINGLE BUILDING, ® _ ADDITIONS, ALTERATIONS, OR RENOVATIONS SHALL NOT CREATE AN UNSAFE OR DESIGN CRITERIA o HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS, Z o ru "' EXCEPTION: THE FOLLOWING NEED NOT COMPLY PROVIDED THE ENERGY USE OF THE WIND SUBJECT TO DAMAGE FROM S EISMIC WINTER ICE SHIELD BUILDING IS NOT INCREASED: GROUND SPEED EXPOSURE DESIGN FROST DESIGN UNDERLAYMT, FLOOD LIVE DEAD WALL SHEATHING USE/ a HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD OCCUPANCY HEIGHT TYPE OF z A o CATEGONY WEATHERING LINE TERMITE DECAY TEMP REQUIRED P o Q 1, STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION, SNOW LOAD (MPH) CATEGORY CLASS, CONSTRUCTION 2, GLASS ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME PROVIDED THE U- DEPTH �so FACTOR AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) WILL BE EQUAL TO OR LOWER MODERATE SLIGHT TO PERIMITER EDGE ZONE = 312 psf EDGE ZONE = 29,1 psf a P. 20 psf 140 B C SEVERE 36 11 YES ZONE X 40 psf 20 psF S,F,D, 28�-6"+/- TYPE VB THAN BEFORE THE GLASS REPLACEMENT. BEFORE THE GLASS REPLACEMENT. TO HEAVY MODERATE INTERIOR ZONE = 29,6 psf INTERIOR ZONE = 24,6 psf 3, ALTERATIONS, RENOVATIONS OR REPAIRS TO ROOF/CEILING, WALL OR FLOOR CAVITIES WHICH ARE INSULATED TO FULL DEPTH WITH INSULATION HAVING A MINIMAL NOMINAL VALUE OF R-3,0/INCH, TABLE R301,5 TABLE R301,1 NOTE: ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR 02 OR BETTER 4, ALTERATIONS, RENOVATIONS OR REPAIRS TO WALLS AND FLOORS, WHERE THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS b,e EXISTING STRUCTURE IS WITHOUT FRAMING CAVITIES AND NO NEW FRAMING CAVITIES ARE (IN POUNDS PER SQUARE FOOT) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SOIL BEARING: LOC,�tIO1�1 � CREATED, SOIL BEARING CAPACITY FOR THIS SITE IS BASED ON TEST HOLES BY 5, REROOFING WHERE NEITHER THE SHEATHING NOR THE INSULATION IS EXPOSED. ROOFS USE LIVE LOAD STRUCTURL MEMBER ALLOWABLE OTHERS AND HAS BEEN DETERMINED TO BE 2,000 PSI (SW,SP) PER DEFLECTION N,T,S, WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS TABLE R401,4,1 OF THE 2020 RESIDENTIAL CODE OF THE NEW YORK EXPOSED DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE UNINHABITABLE ATTICS WITHOUT STORAGE b 10 RAFTERS HAVING SLOPES GREATER THAN 3:12 L/180 STATE, SITE �� DATA: SHEATHING. WITH FINISHED CEILING NOT ATTACHED t0 RAFTERS `� 6, REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE WEIGHTS OF MATERIALS: UNINHABITABLE ATTICS WITH LIMITED STORAGE b, 9 20 INTERIOR WALLS AND PARTICIANS H/I80 SITUATE AT: EXTERIOR SHALL NOT REQUIRE THE INSTALLATION OF A VESTIBULE OR REVOLVING DOOR, RR301,2,2,4 WEIGHTS OF MATERIALS, AVERAGE DEAD LOADS SHALL NOT EXCEED 15 8255 BRIDGE LANE FLOORS L/360 PSF (0,12 KN/M2) FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF (0,48 KN/M2) FOR PROVIDED, HOWEVER, THAT AN EXISTING VESTIBULE THAT SEPARATES A CONDITIONED HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 CUTCHOGUE, NY 11935 SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED, STAIRS CEILINGS WITH BRITTLE FINISHES (INCLUDING OLASTER L/360 FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY RR301,2,2, DEAD LOADS FOR COUNTY OF SUFFOLK 1, AN ALTERATION THAT REPLACES LESS THAN 50 PERCENT OF THE LUMINAIRES IN A e AND STUCCO) WALLS ABOVE GRADE SHALL NOT EXCEED: TOWN OF SOUTHOLD BALCONIES (EXTERIOR) AND DECKS 40 SPACE, PROVIDED THAT SUCH ALTERATION DOES NOT INCREASE THE INSTALLED INTERIOR CEILINGS WITH FL L/240 EXIBLE FINISHES (INCLUDING GYPSUM 1, FIFTEEN PSF (0,12 KN/M2) FOR EXTERIOR LIGHT-FRAME WOOD WALLS, 2, FOURTEEN PSF 10,61 KN/M2) FOR EXTERIOR LIGHT-FRAME COLD-FORMED SCTM ": 1000-084-01-004,6 LIGHTING POWER. BOARD) ZONING DISTRICT: A-C FIRE ESCAPES 40 STEEL WALLS, ALL OTHER STRUCTURAL MEMBERS L/240 3. TEN PSF (0.48 KN/M2) FOR INTERIOR LIGHT-FRAME WOOD WALLS. AIR SEALING NOTES: d h APPLICANT / OWNER: GUARDS AND HANDRAILS 200 4, FIVE PSF (0,24 KN/M2) FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING: EXTERIOR WALLS - WIND LOADS" WITH PLASTER OR H/360 WALLS, RICHARD B, SACHS 0 THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE WITH MANUFACTURERS f h STUCCO FINISH STEWART TITLE INSURANCE CO. GUARDS IN-FILL COMPONENTS 50 El. EIGHTY PSF (3,83 KN/M2) FOR 8-INCH-THICK (203 MM) MASONRY WALLS, = INSTRUCTIONS AND THE PROVISIONS (CHECKLIST) OF THE 2015 IECC, EXTERIOR WALLS - WIND LOADS" WITH OTHER BRITTLE H/240 6, EIGHTY-FIVE PSF (4,01 KN/M2) FOR fo-INCH-THICK (152 MM) CONCRETE WALLS, W N PASSANGER VEHICLE GARAGES a 50 a FINISHES EXCEPTION: ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF 11.19 KN/M2) SHALL SEE 0 FOR SITE DATA AND AREA CALCULATIONS THE ENGINEER/ARCHITECT IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES " a p-I r EXTERIOR WALLS - H/120 BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED THE WALL BRACING WIND LOADS WITH FLEXIBLE FINISHES (� nl CAUSED BY THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE SURVEYED BY: AMOUNTS IN CHAPTER R6 ARE INCREASED IN ACCORDANCE WITH TABLE RR301,2,2,4 m O DEGRADATION OF ANY COMPONENTS OR FINISHES, ROOMS OTHER THAN SLEEPING ROOMS 40 �;;11TH, JUNG t GILLIS LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 MECHANICAL SYSTEM FEATURES: PROFESSIONAL LAND SURVEYOR w � X SLEEPING ROOMS 30 120 MEDFORD AVENUE LL X W SEE T-O,l FOR AIR SEALING DETAILS SEE ENERGY COMPLIANCE DOCUMENTS BY OTHERS FOR COMPLIANCE, Z c NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. PATCHOGUE, NY 11112 C� O STAIRS 40 a, FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, ENERGY COMPLIANCE: 631-415-31K CERTIFICATION: THE WIND LOAD REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD AUGUST 11, 2022 N 1101.14 (R401,3) CERTIFICATE (MANDATORY), A PERMANENT CERTIFICATE SHALL BE FOR SI: 1 POUND PER SQUARE FOOT = 0,0419 KPA, 1 SQUARE INCH = 645 MM2, SHALL BE PERMITTED t0 BE TAKEN AS O:1 TIMES THE COMPONENT AND PATH TO COMPLIANCE, THE ENERGY COMPLIANCE WAS NOT DONE BY THIS O tu COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE THE FURANCE 1 POUND = 4,45 N, AND CLADDING (ASD) LOADS OBTAINED FROM TABLE R301,2(2), OFFICE, THEREFORE BY NY STATE EDUCATION LAW It CAN NOT BE PART OF THIS ' ' I E'er A- IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF THE a, ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND b, FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE PROFESSIONAL CERTIFICATION, 5COP Of: WORK• 0 O INSULATION INSTALLED (ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) AND DUCTS OUTSIDE LOAD APPLIED OVER A 20-SQUARE-INCH AREA. LENGTH OF THE CANTILEVER. i, DEMOLITION OF EXISTING DILAPIDATED DWELLING AND ACCESSORY (A) -= CONDITIONED SPACES: U FACTORS FOR FENESTRATION AND SHGC AND RESULTS FROM b, ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN c, FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS 6" DIA, STRUCTURES ANY REQUIRED DUCT SYSTEM OR BUILDING AIR LEAKAGE TESTING DONE ON THE JOIST AND RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, NOT 2, PROPOSED NEW DWELLING IN GROUND SWIMMING POOL AND DETACHEDND BUILDING, THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, THE MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD ACCESSORY, CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE, OR GREATER, LOCATED DEFLECTION SHALL NOT EXCEED L/60, FOR CONTINUOUS ALUMINUM SERVICE WATER HEATING EQUIPMENT, WITHIN THE PLANE OF THE TRUSS, FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE 3, RELATED UTILITY WORK INCLUDING: NEW SANITARY SYSTEM, WATER,ELECTRIC AND GAS,---- = W -= h NOT BE ASSUMED t0 ACT CONCURRENTLY WITH ANY OCHER LIVE LOAD TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/115 FOR EACH ,,j.= REQUIREMENTS, GLASS LITE OR L/60 TYPE V WOOD FRAME c, INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED FOR THE ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE CONSTRUCTION '4RCHITECT> ti LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 STRINGENT, FOR BASED ON SECTION % 2020 R"SID NtI L COD SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM 602 OF THE BCNYS NEW I YORK / d, A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG ADDITIONS OR PATIO j h O ICIW I OR l�q�' �N THE TOP, COVERS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120, REFLECTIVE RED iII ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS e, DECKS 7NA7'ARE NOT EX7ER/OR i3ALCON/E5 MA r BE DF8/GNEO AT 40 PSF, SEE d, DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD PANTONE ''I' �s SECTION R502,2.2 FOR DECKS ATTACHED TO EXTERIOR WALLS. FINISH SHALL BE LIMITED TO AN ALLOWA DEFLECTION OF H/ISO. r► (LATEST EDITION), AND: BLE DE LE IPMS 181) 1, TO THE BEST OF MY KNOWLEDGE, THESE PLANS COMPLY WITH THE TOWN OF f, GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND e, REFER TO SECTION R103,8,2, Z 3� �a C PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED _� \ SOUTHOLD ZONING AND CONSTRUCTION CODES, T, O,sUul- REFLECTIVE WHITE 2, TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, '7�F OF NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL t0 I SQUARE FOOT, THIS LOAD e NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD � THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WIITH THE 2020 �. REQUIREMENT, \ . 17 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, g, FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH TRUSSES, THIS LIVE \\\ DANIEL A. BUTLER, R.A. LOAD NEED BE APPLIED ONLY TO THOSE PORTIONS OF THE BOTTOM CHORD WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH OR 'r-1/2 STROKE 1/4 t- Q GREATER BY 2 FEET WIDE OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE Q SIGN FOR WOOD FLOOR AND WOOD � BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING tp CRITERIA IS MET, ROOFING FRAMING 3: TRUSS IDENTIFICATION SIGN: 1, THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR FRAMED IN O IQ ACCORDANCE WITH SECTION R8O1,1, IDENTIFICATION OF CONSTRUCTION TYPE SHALL BE PROVIDED BY SIGN OR �" N 2, THE TRUSS HAS A BOTTOM CHORD PITCH LESS THAN 2:12, SYMBOL AND SHALL BE AFFIXED TO THE EXTERIOR WALL OF THE STRUCTURE O LL l 3, REQUIRED INSULATION DEPTH IS LESS THAN THE BOTTOM CHORD MEMBER BY THE G.C„ DRAWING LIST jL lU n O O DEPTH. THE BOTTOM CHORDS OF TRUSSES MEETING THE ABOVE CRITERIA FOR W u ki Q Z LIMITED STORAGE SHALL BE DESIGNED FOR THE GREATER OF THE ACTUAL SHEET NUMBE Z R SHEET NAME w z z (O O E3 B (L IMPOSED DEAD LOAD OR 10 PSF, UNIFORMLY DISTRIBUTED OVER THE ENTIRE SPAN, x N U V 4 � (X jl H, GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A T-O,O COVER SHEET JU W O0 n SAFETY FACTOR OF 4, THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE Q QC U T-O,l ENERGY SHEET STANDARD DETAILS CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE Q LU to O <1 2 NOTES AND DETAILS W W 1-- Z IN-FILL COMPONENTS, THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE T-0, � .� -4 O ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. T-0,3 NOTES AND DETAILS O } -1 1. O cv INSULATION REQUIREMENTS QUIREI"«1� TS T-0.4 FIREPLACE DETAILS o 0- 1f w _ � o CIA TABLE R301,6 A-O,O SITE PLAN U � Q c) N C14 COMPONENT PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE t COMPLIES A-0,2 POOL FENCE DETAIL LL MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE CITATION (PER 2020 NYSECCC) A-1,0 EXTERIOR ELEVATIONS PER SQUARE FOOT OF HORIZONTAL PROJECTION EXTERIOR ELEVATIONS 1�- TRIBUTARY LOADED AREA -VALUE = 025 MAX, U-VALUE = 0,32 ��,, Z U , IN SQUARE FEET FOR ANY FENESTRATION U-VALUE MAX, AIR LEAKAGE = 0,30 CFM/SF YES A-2.0 FOUNDATION PLAN � .. AIR LEAKAGE = 0,30 CFM/SF O ROOF SLOPE STRUCTURAL MEMBER PER R402.4,3 a TABLE R402,1,4 - CLIMATE ZONE 4 A-2.1 FIRST FLOOR PLAN U O A-2,2 SECOND FLOOR PLAN z W O t0 2(0 TO OVER 6 200 00 600 CEILING R-VALUE R-4g YES SPRAY FOAM INSULATION MIN. R-VALUE = 49 A-2,3 LOWER ROOF FRAMING PLAN ` 1 THICK (R=1/INCH) PER TABLE R402,1,2 - CLIMATE ZONE 4 A-2.4 UPPER ROOF FRAMING PLAN A FLAT OR RISE LESS THAN 4 INCHES PER FOOT (1:3) 20 16 12 MIN, R-VALUE = 8 A-2.5 POOL HOUSE EXTERIOR ELEVATIONS RISE 4 INCHES PER FOOT (1:3) TO LESS THAN 12 16 14 12 MASS WALL R-VALUE R-21 SPRAY FOAM INSULATION AT LEAST HALF OF INSULATION VALUE MUST BE A-2.6 POOL HOUSE FLOOR PLANS PAGE: "EXTERIOR, 3 THICK (R=1/INCH) PLACED AT THE EXTERIOR OF WALL, YES INCHES PER FOOT li:U A-3.0 SECTIONS RISE 12 INCHES PER FOOT (1:1) PER TABLE R402,1.2 - CLIMATE ZONE 4 (NOTE 1)AND GREATER 12 12 12 A-311 SECTIONS R-28 SPRAY FOAM INSULATION MIN, R-VALUE = 19 YES A-4,0 SCHEDULES ' FLOOR R-VALUE a FOR SI: I SQUARE FEET = 0,0929 M2, 1 POUND PER SQUARE FOOT = 0,0419 KPA, 4 THICK (R=1/INCH) PER TABLE R402,1,2 - CLIMATE ZONE 4 A-5,0 DETAILS N 1 INCH PER FOOT = 833 MM/M. A-5,1 DETAILST M SLAB ON GRADE R-VALUE R-10 RIGID INSULATION EXTENDING MIN, R-VALUE = 10 W/ 2' DEPTH YES 04, 0 . 2 INWARDS OF SLAB (R=5/INCH) PER TABLE R402,1,2 - CLIMATE ZONE 4 A-5.2 TJI CONNECTION DETAILS N A-53 JTJI CONNECTION DETAILS Q M N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. u INSTALL I" RIGID INSULATION CUT TO a FIT BETWEEN SHE RAFTERS FROM SEAL BOTH SIDES ALONG RAFTER a WITH EXPANDING FOAM SEALANT, MAINTAIN EQUAL YENS SPACE FOR I" RIGID INSULATION BLOCKING AS REQUIRED � LENGTH OF RIGID INSULATION ROUGH CUT AROUND / a GYPSUM BOARD BOX a VENTILATION CHUTE /VENTILATION CHUTE - AIR MANUFACTURED ENCLOSURE: o / / INSTALL I" RIGID INSULATION / SEAL PERIMETER WITH / VENTED / THIN-PROFILE ATTIC o / / AIR SPACE VENTILATION BAFFLET CEILING JOISTS VERTICALLY TO CONNECT INSULATING / EXPANDING FOAM / / F N SHEATHING TO RIGID INSULATION / SEALANT / (FULL WIDTH) �, z zr , BAFFLE. FOAM SEAL BOTH JOINTS / / - Q ATTIC INSULATION / r,,, _ u ATTIC INSULATION 114 ATTIC $ ATTIC INSULATION / / A 7 INSULATION EXPANDING CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT DRYWELL AT PERIMETER AM SEALANT CONTINUOUS BEAD OF SEALANT 1-1/2" RIGID INSULATION 1-1/2" RIGID INSULATION CLG, CONTINUOUS BEAD OF SEALANT a 1-1/2" RIGID INSULATION EXTERIOR INSULATED WALL EXTERIOR INSULATED WALL RECESSED LIGHT FIXTURE EXTERIOR INSULATED WALL o N N Q1 toul ~ to 7 a o ro a O Q 1 " EXTERIOR IN8UL, SHEATHING AS ATTIC 1 " RIGID INSUL, AS ATTIC EAVE BAFFLE CUT THIN PROFILE ATTIC EAVE AIR SEALING AT RECESSED LIGHTING IN a � Q ,EVE 5AFF1. E AND VENT AROUND 1�IANUF, VE1� T "AFFLE AND � ENT ATTIC 3 N,T,S, 2 N,T,S, N,T,S, 1� N,T,S, CONTINUOUS BEAD OF ADHESIVE MANUFACTURED RECESSED LIGHT ENCLOSURE - CONTINUOUS BEAD OF SEALANT I/2" GYPSUM BOARD ATTIC INSULATION CEILING JOISTS (2) LAYERS 2" RIGID 1/2" GYPSUM BOARD FLOOR ASSEMBLY INSULATION INSTALLED lx4 BLOCKING CEILING FRAMING DURING FRAMING SHEATH INTERIOR OF ATTIC CONTINUOUS BEAD I" RIGID INSULATION ATTIC ACCESS TO 411I INSULATION OF SEALANT OF INSULATION LVL. • ACCESS PANEL DRYWELL EXPANDING FOAM SEALANT � INTERIOR GYPSUM CLG At PERIMETER O WALLBOARD AS BARRIER INSULATED EXTERIOR WALL DRAW ACCESS PANEL SNUG W/ CONTINUOUS BEAD OF SEALANT 0 LINSULATED EXTERIOR WALL t PERIMETER SCREWS W EXTERIOR WALL SHEATHING EXTERIOR WALL SHEATHING RECESSED LIGHT FIXTURE TRIM AS REQUIRED P-a FINISH CEILING �TUA AI SEALING w � � � CO1�lC 1<' X z u- STRATEGY AT UPPER 3-6TUD CORNER W1 RIGID 2-STUD CORNER W1 lx4 AIR SEALING AT RECESSED LIGHTING IN �D ° � FLOOR 5AND JOIST INSULATION ow"3,1-�C� ER AIR SEALI G AT ATTIC �-� ATCH , A -11- TIC 9 • � w 0 �j H ac N,T,S, O N,T,S, `� N,T,S, N,T,S, 1 3 N,T,S, p G PROVIDE BLOCKING AT STUD CAVITY AT M SHOWER At EXTERIOR WALL CONTINUOUS BEAD OF SEALANT W FLOOR GRILLE �� ►� FLOOR DUCT BOOT INSTALL 1" RIGID INSULATION AT BOTH // ARCHITECT: . CONTINUOUS BEAD HORIZONTAL AND VERTICAL _ ` OF SEALANT POSITIONS (LEAVE 3/8" GAP FOR TILE SURROUND FINISH SUB FLOOR DRAINAGE PLANE EXPANDING FOAM) CEMENT BACKERBOARD O t / _ INSTALL EXPANDING FOAM� - MANUF, SHOWER PAN � ------- � ��yF a) C;p � � � SEALANT AT INTENTIONAL r n' EXIST, FLOOR ASSEMBLY GAPS AT I" RIGID INSULATION '"' CONTINUOUS BEAD OF SEALANT CAVITY INSULATION INSULATED � •.' � .�.. FLEXIBLE DUCT MIN, 1/2" DRIP O CEILING DRYWALL TAPED TO I" RIGID INSULATION WALL DRYWALL, SOFFIT CLOSURE EXPANDING FOAM — DRYWALL CAULKED, GLUED OR �ANIEL A. BUTLER, R.A. TIE At INNER LINER GASKETED TO TOP PLATE. MASTIC AT INNER LINER CAVITY INSULATION W/ 1" RIGID INSULATION CLOSURE DRYWALL CAULKED, GLUED OR TIE AT OUTER LINER WOOD FRAME FLOOR ASSEMBLY GASKETED TO BOTTOM PLATE, Q F--1 AIR SEALING 5EHIN SHOW W/ THIN BASKET PLATE CAULKED OR � Q D �� GASKETED TO SUBFLOOR. ,1- IR SEAL AT DUCT SOOT INSULATED CANTILEVER FLOOR ""OFILE SHEATHING NOTE: AT TUB/S1�OWER Q ., z � ° .' Q SUBFLOOR GLUED, CAULKED OR IX }- W 12 N,T,S, N,T,S, 1 N,T,S, LOCATIONS PROVIDE GASKETED TO RIM JOIST/RIM CLOSURE. O Ui LL } FULL HEIGHT GWB LL w :3 p O PRIOR TO INSTALLING z W ki 9 TUB ON OUTSIDE WALL DRYWALL CAULKED, GLUED OR '� = O O 1 Q- AIR SEAL PER DETAIL, GASKETED TO TOP PLATE, N U 4 ~ � p- THEN INSTALL UNIT, 111 JUU :3 Q RIM JOIST/RIM CLOSURE CAULKED OR ELECTRICAL WIRE INSTALL INTERIOR GASKETED TO TOP PLATE. Q W LUcln SHEATHING PRIOR TO PREFAB INSTALLATION OF I CEMENT BACKERBAARD -- ; ---, --- 1.__-- .-__ - DRYWALL CAULKED GLUED OR O �' - .. O ° N - TOP PLATE FIREPLACE PREFAB FIREPLACE UNIT PROVIDE TILE SURROUND FINISH w Q w W LL O UNIT BLOCKING AT STUD TUB UNIT GASKETED TO BASKET PLATE, w O 1L Q H N N N PLUMBING PIPE CAVITY AT TUB AT BOTTOM PLATE CAULKED OR U LL INSULATED EXTERIOR EXTERIOR WALL THIN PROFILE WALL GASKETED TO SUBFLOOR, 0- O _ StUD WALL SHEATHING cn TOP PLATE - - FOAM EXPAN EIALANT INSULATED CONTINUOUS BEAD m Z EXPANDING OF SEALANT cz .. EXTERIOR STUD z SUBFLOOR GLUED, CAULKED OR O FOAM SEALANT CONTINUOUS BEAD WALL U WALL STUD OF SEALANT GASKETED TO RIM JOIST/RIM CLOSURE. W lU WALL STUD �— EXPANDING FOAM w 0 c. RIM JOIST/RIM CLOSURE CAULKED OR Q GASKETEO TO TOP PLATE, WOOD FLOOR ASSEMBLY WOOD FRAME FLOOR SILL PLATE INSTALLED OVER SILL GASKET, PAGE: ASSEMBLY NOTE: SHADED COMPONENTS J� L . 1> AIR SEALING AT DESIGNATE AIR BARRIER SYSTEM, g a AIR SEAL AT TOP PLATE ,SIR SEAL AT TOP PLATE PLATFORM FOR MANUF, AIR SEALING 5EHIND TUD W1 THIN PROFILELo T_ 0 ,0 N_ IT PIPE PENETRATION ECTRICAL FENETRATIONK, FIREPLACE ASSE1 5LY 5HEA"I HIND Alid SEALING DIAGRAM N Cl N N,T,S, N,T,S, N,T,S, 1 S N,T,S, 1 N,T,S, N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLEOR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i u TABLE R402.2 WIND-BORNE DEBRIS PROTECTION 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE FOR WOOD STRUCTURAL PANEL MATERIALS R-VALUES TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTA ATION a MINIMUM SPECIFIED MATERIAL R-VALUE COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA FOR WALL OPENING PROTECTION OFI20 MPH 3-SECOND WIND GUSTS COMPRESIVE STRENGTH (F'C) A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE z( MAXIMUM MEAN ROOF HEIGHT: 35') BUILDING ENVELOPE. USED AS A SEALING MATERIAL WEATHERINNG POTENTIAL GENERAL THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS o SHUTTER ASSEMBLY BUILDING BOARD REQUIREMENTS AIR BARRIER. TYPE OR LOCATIONS OF FOR PANEL SPANS: GYPSUM WALL BOARD (1/2") 0.45 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED, Q CONCRETE STRUCTURES O < 4'0 WIDE SPAN NEGL IBLE MOD RATE SEVERE GYPSUM WALL BOARD (5/8") 0.5625 THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL THE INSULATION IN ANY DROPPED CEILING / 23/32 APA SPAN-RACED 48/24 SHEATHING GRADE PLYWOOD BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR SOFFIT SHALL BE ALIGNED WITH THE AIR W BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 500 2,500 C (OVERLAP AROUND OPENINGS 4") PLYWOOD (1/2") 0.62 CEILING / ATTIC BARRIER SHALL BE SEALED ACCESS OPENINGS, DROP BARRIER. w EXPOSED t0 THE WEATHER ASSEMBLY: „ DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT C PLYWOOD l3/4 ) 0,94 ATTICS SPACES SHALL BE SEALED, GARAGE FLOOR SLABS 2,50 0 500 2,500 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ u a ALTERNATIVE ATTACHED R FOR SHUTTER TO BUILDING: THE JUNCTION OF FOUNDATION AND SILL PLATE TO BE CAVITIES WITHIN CORNERS AND HEADERS OF o BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 2,5 p 3,0 OD 3,000 D *10 TEE NUTS ATTACHED t0 BLDG. w/ *IOxI-i/2 l W/ WASHERS) OCHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER SIDING SEALED• FRAME WALLS SHALL BE INSULATED BY o MACHINE BOLT 12 O,C, THE JUNCTION OF TOP PLATE AND THE TOP OF EXTERIOR COMPLETELY FILING THE CAVITY WITH A PORCHES, CARPORT SLABS AND STEPS EXPOSED t0 THE E /2,5003,000 3,501�' ALUMINUM / VINYL SIDING (NOT INSULATED) 0.61 WALLS WALLS TO BE SEALED, MATERIAL HAVING A THERMAL RESISTANCE WEATHER, AND GARAGE FLOOR SLABSKNEE WALLS SHALL BE SEALED. OF R-3 PER INCH MINIMUM. 2 ALUMINUM / VINYL SIDING (1/2" INSULATION) 1,00 �;; a -, SHUTTER ASSEMBLY EXTERIOR THERMAL ENVELOPE INSULATION z o , FOR SI: 1 FOUND PER :SQUARE INCH = 60B5 KPA, o g a g A. At 28 PSI. FOR PANEL SPANS: FOR FRAMED WALLS SHALL BE INSTALLED IN cz B. SEE TABLE R301.20) FOR WEATHERING POTENTIAL, 4' OR WIDER SPAN c SUBSTANTIAL CONTACT AND CONTINUOUS C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT t0 FREEZING AND THAWING 23/32" APA SPAN-RATED 48/24 FLOORING ALIGNMENT WITH THE AIR BARRIER, DURING CONSTRUCTION[ SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D, SHEATHING GRADE PLYWOOD WINDOWS, SKYLIGHTS THE SPACE BETWEEN WINDOW / DOOR JAMBS AND FRAMING, D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (OVERLAP AROUND OPENINGS 4") MULTIPLE SECTION HARDWOOD FLOORING (3/4") 0.(08 AND DOORS AND SKYLIGHTS AND FRAMING SHALL BE SEALED. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT. 2x4 STRONG-BACKS IV 24" OC ASSEMBLY: E, SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 1/4" THICK BOLTS 2' OC TILE 0.05 RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER, RIM JOIST SHALL BE INSULATED ASSEMBLY: CARPEL WITH FIBER PAD 2.00 FOUNDATION WATERPROOFING AND DAMPPROOFINCx THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL FOUND RR406.1 CONCRETE AND MASONRY FOUNDATION DAMPFROOFING• EXCEPT WHERE REQUIRED TO BE 1). PREASSEMBLE PLYWOOD TO CARPET WITH RUBBER PAD 1,23 EDGE OF INSULATION WATERPROOFED BY RR406.2, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR 2x4'S: * IOx3" (w/ WASHERS) BE INSTALLED T MAINTAIN PERMANENT USABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING GALVINIZED OR STAINLESS STEEL FLOORS (INCLUDING CONTACT WITH THE UNDERSIDE OF SUBFLOOR TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH (9.5 MM) PORTLAND WOOD SCREW 10 12" O,C, ABOVE GARAGES t DECKING, OR FLOOR FRAMING CAVITY CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL, THE PARGING SHALL BE DAMPPROOFED 2). ATTACHING STRUCTURAL PANEL: AIR SPACE (1/2" UP t0 4") 1,00 CANTILEVERED INSULATION SHALL BE PERMITTED t0 BE IN WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED FASTEN t0 BUILDING w/ *lOx3" lw/ FLOORS) CONTACT WITH THE COP SIDE OF SHEATHING, / CEMENT, 1/8-INCH (3.2 MM) COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM C SSl OR ANY WASHERS) GALVINIZED OR THE CONTINUOUS INSULATION INSTALLED ON STAINLESS STEEL WOOD SCREW m THE UNDERSIDE OF FLOOR FRAMING AND MATERIAL PERMITTED FOR WATERPROOFING IN RR406.2. CONCRETE WALLS SHALL BE ROOFING EXTENDS FROM THE BOTTOM TO THE TOP OF DAMPPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED DAMPFROOFING MATERIALS OR ANY 16" O,C, ONE OF THE WATERPROOFING MATERIALS LISTED IN RR406.2 t0 THE EXTERIOR OF THE WALL. ALTERNATIVE FASTNER FOR ASPHALT SHINGLES 0,44 All PERIMETER FLOOR FRAMING MEMBERS. SHUTTER TO BUILDING: EXPOSED EARTH IN UNVENTED CRAWL SPACES t0 BE CRAWL SPACE INSULATION, WHERE PROVIDED RR406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. IN AREAS WHERE A HIGH WATER *10 TEE NUTS ATTACHED TO BLDG. WOOD SHINGLES 0.91 CRAWL SPACE WALLS COVERED WITH A CLASS 1 VAPOR RETARDER WITH INSTEAD OF FLOOR INSULATION, SHALL BE TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS w/ *IOA-1/2 ( W/ WASHERS) MACHINE OVERLAPPING JOINTS TAPED PERMANENTLY ATTACHED TO THE WALLS, THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE • WATERPROOFED WITH A MEMBRANE EXTENDING FROM THE TOP OF THE FOOTING t0 THE FINISHED GRADE. BOLL 12 O.C. SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS WATERPROOFED cl THE MEMBRANE SHALL CONSIST OF 2-PLY HOT-MOPPED FELTS, 55 POUND (25 KG) ROLL ROOFING, 6-MIL DOORS OPENING t0 EXTERIOR OR UNCONDITIONED SPACE TO BE cl PENETRATIONS (0,15 MM) POLYVINYL CHLORIDE, 6-MIL (0,15 MM) POLYETHYLENE OR 40-MIL (I MM) POLYMER-MODIFIED SEALED. ASPHALT. THE JOINTS IN THE MEMBRANE SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WOOD, SOLID CORE (1-3/4") 2 IZ • BATTS IN NARROW CAVITIES SHALL BE CUT W r WITH THE WATERPROOFING MEMBRANE. INSULATED METAL DOOR (2") 15.00 TO FIT, OR NARROW CAVITIES SHALL BE NARROW CAVITIES r EXCEPTION: ORGANIC SOLVENT BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED FILLED BY INSULATION THAT ON INSTALLATION HYDROCARBONS, KETONS AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FASTENER SPACING (INCHES) a'b READILY CONFORMS t0 THE AVAILABLE O FORM MATERIAL. PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND CAVITY SPACE, PARGINGS ARE PERMITTED t0 BE USED TO SEAL ICF WALLS. COLD SETTING ASPHALT OR HOT ASPHALT FASTENER TYPE PANEL 4 FEET S 6 FEET S POURED CONCRETE PER 1 O.OS W NO w 4 1--� SHALL CONFORM t0 TYPE C OF ASTM D 449, HOT ASPHALT SHALL BE APPLIED At A TEMPERATURE OF SPAN PANEL SPAN GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED SPACE PAN PANEL SPAN H X z LL LESS THAN 200 DEGREES, S 4 FEET S 6 FEET S 8 FEET RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE O RR406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE RECESSED LIGHTING THERMAL ENVELOPE SHALL BE SEALED TO THE BUILDING THERMAL ENVELOPE SHALL BE O . d SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH RR4o6 NO,8 WOOD SCREW.3.1 THROUGH BASED ANCHOR W/ 2-INCH 16 10 8 DRYWALL/FINISH SURFACE SEALED AIR TIGHT AND IC RATED. a) O m RR406.3,4• • W 0 EMBEDMENT LENGTH IN EXTERIOR WALLS, BATT INSULATION SHALL s RR406.3.1 PANEL JOINT SEALED, PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED BE CUT NEATLY TO FIT AROUND WIRING AND O FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A MOISTURE-PROOF SEAL UNDER NOJO WOOD SCREW PLUMBING AND WIRING PLUMBING, OR INSULATION THAT ON THE CONDITIONS OF TEMPERATURE AND MOISTURE CONTENT AT WHICH It WILL BE APPLIED AND USED. BASED ANCHOR W/ 2-INCH 16 12 9 INSTALLATION READILY CONFORMS TO cl RR406.3.2 BELOW GRADE MOISTURE BARRIER, A 6-MIL-THICK (0,15 MM) POLYETHYLENE FILM SHALL BE EMBEDMENT LENGTH AVAILABLE SPACE SHALL EXTEND BEHIND APPLIED OVER THE BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR t0 BACKFILLING. PIPING AND WIRING JOINTS IN THE POLYETHYLENE FILM SHALL BE LAPPED 6 INCHES (152 MM) AND SEALED WITH ADHESIVE. THE 1/4-INCH LAG SCREW THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT EXTERIOR WALLS ADJACENT TO SHOWERS 1t11 tiCOP EDGE OF THE POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A SEAL. FILM BASED ANCHOR W/ 2-INCH 16 16 16 SHOWER / TUB ON TO SHOWER AND TUBS SHALL SEPARATE THEM FROM THE AND TUBS SHALL BE INSULATED AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM MECHANICAL DAMAGE AND EXPOSURE BY A EMBEDMENT LENGTH EXTERIOR WALL SHOWERS AND TUBS PRESSURE PRESERVATIVELY TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL ELECTRICAL / PHONE THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL INCHES ABOVE FINISH GRADE LEVEL AND EXTENDING APPROXIMATELY 9 INCHES (229 MM) BELOW GRADE, ACHITECT: FOR 61: 1 INCH=25,4 MM, I FOOT=304.8 MM, I POUND=4.448 N, BOX ON EXTERIOR OR COMMUNICATION BOXES OR AIR-SEAL BOXES SHALL BE -. R�y_ �� THE JOINT BETWEEN THE STRIP AND THE WALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE 1 MILE PER HOUR=0.441 M/S, WALLS INSTALLED ' STRIP TO THE WALL, OTHER COVERINGS APPROPRIATE TO THE ARCHITECTURAL TREATMENT MAY ALSO BE USED. THE POLYETHYLENE FILM SHALL EXTEND DOWN t0 THE BOTTOM OF THE WOOD FOOTING PLATE BUT a, THIS TABLE IS BASED ON ISO MPH ULTIMATE DESIGN WIND SPEEDS, HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING THERMAL SHALL NOT OVERLAP 0R EXTEND INTO THE GRAVEL OR CRUSHED SCONE FOOLING. Y ult AN - ENVELOPE SHALL BE SEALED TO THE SUBFLOOR OR D A 33 FOOT MEAN ROOF HEIGHT, BOOTS DRYWALL OR CEILING PENETRATED BY THE BOOT I 1' RR4063.3 POROUS FILL. THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL BE b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL .° BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS, UP TO A HEIGHT OF 1 FOOT (305 MM) ABOVE PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN I INCH FROM THE EDGE OF THE WHEN REQUIRED TO BE SEALED, CONCEALED FIRE ',t /P THE FOOTING FOR WELL--DRAINED SITES, OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED PANEL. SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS 0 CONCEALED 3 : SITES. THE POROUS FILL SHALL BE COVERED WITH SCRIPS OF c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN RECOMMENDED BY THE MANUFACTURER. CAULKING OR �i=Nt 30-POUND (13,(o KG) ASPHALT PAPER OR 6-MIL (0.15 MM) POLYETHYLENE TO PERMIT WATER SEEPAGE EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME. FASTENERS SPRINKLERS OTHER ADHESIVE SEALANTS SHALL NOT BE USED To FILL ` WHILE AVOIDING INFILTRATION OF FINE SOILS, SHALL BE LOCATED NOT LESS THAN 2-1/2 INCHES FROM THE EDGE OF CONCRETE BLOCK VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS RR406,3.4 BACKFILL, THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH THE SAME TYPE OR CONCRETE, OR CEILING, D,4NIEL A. BUTLER, R.A. OF SOIL AS WAS REMOVED DURING THE EXCAVATION, d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT J LESS THAN 1,500 POUNDS. Q Q SHUN TER ASSEM5LY � O O Q W OL to =3 u � z W w3: p 0 d Q Lu 0 1- Q � ZQauo 0 Q lu to p O LL WCL aW F_ � 0 [� QV- d) moo a 73 •; ° o u z O A PAGE, m a 0 rl '1� 002 0 ti v N I Cl N M N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 6° u 04 10 12"o/c 18„ 04 6 18"o/c 18" c. "4 EA, TREAD "4 18"o/c 8��d _ 04 DOWELS 18" 2 - 04 FORMED EDGE OR I" DEEP IL o m loll o/c I- I I— I — oo •° " 1/4 4 DOWELS SAWCUT OR PLASTIC RIBBON PREMOLDED I � IS o/c FORMED JOINT FILLER ° 2 - 04 CONT, WITH SEALANT CUT REINF, EDGE z ° AT JOINT = BAR SIZE MIN, SEND DIAMETER BAR SIZE MIN. SEND DIAMETER = 03 - »8 6 X BAR DIA 03 - 05 4 X BAR DIA I ° ° • ° — °� °� ° I ° I- ( — I v v ° v" u a OTHERS SAME AS MAIN REINF, — — — _ "9 - oil 0XBARDIA77N 7 r - - all a 014 - 018 10 X BAR DIA 12" BUILDING WALL OR I/2" X 12" SMOOTH LAP REINFORCING o FOUNDATION BAR is 18" 0/C 2'-0" im JOINT o ru Q 2C SLAB DEPRESSION 2D STAIR ON GRADE m to S- S- iG ISOLATION iD CONTROL lE CONSTRUCTION 12 TO 3-O o r o r ALT HOOK 4 zn d S JOINT S- JOINT S- JOINT o LAP 12 FOR "3, z + + POSITION III' FCR 04 � � m � m Cl _ �., N 04 TOP tBOTTOM - 4 X BAR DIA EXTEND TOP BAR 2'-0" II LT, ' PAST DEPRESSION OR 4 MIN *4 EXTEND PAST DEPRESSION 2 - 04 CONTINUOUS REINFORCING CENTERED IN SLAB - 2" CLR• SEE PLANS FOR SIZE a SPACING TIES 0 o d - X Ll m Cl v $ :, ' 04 is 18"o/c _ X ALTERNATIVE U71r, IS" `=� . • 4" SLAB-ON-GRADE 61 — STIRRUPS HE — — __ I I _ 6� L1 o'�+� STIRRUPS AND TIES pi = MAIN REINFORCEMENT , 2A SLAB DEPRESSION 25 5L415 DEPRESSION IA PAVING SLAB EDGE lg SLAB CONSTRUCTION TO 4" S- 4" TO 12" PICAL REINFORCING BAR HOOKS AND IBENDS1 SLAIB-ON-GRADE DE STEPS 4 STAI S1 SLAB-ON-GRADE � m fi� 5�,�-��3 01�1 C�i��1�� I���",�IDS 1 a.� o 3 N,T,S, 3/4" = 1'-O" 1 3/4" = V-O" TOOLED OR SAWCUT x SAWCUT WITHIN 24 CUT 50% REINFORCEMENT COAT PREVIOUS SURFACE X .4 m HOURS OF INITIAL SET AT JOINT m FORMED KEYWAY W/ BOND BREAKER PRIOR Ofll LOCATE PER PLAN _ ►--� TO NEXT POUR MM O SCREEN WITH 114" a• . : : a.: .° F-� Q dJ MAX OPENING, tYP® � °° - a----� ° .. :. °.. :• . X`: W dJ NOTE: FRESH AIR INLET TO RETURN DUCT ° d • •°d 10 FEET MIN FROM HVAC BLOWER • m ' <` 4 . Q SOUND ABSORBER a" v 01 —FRESH AIR TO HOUSE APRILAIRE STALE AIR FROM HOUSE — — — — — — — Lu—STALE AIR t0 OUTSIDE MODEL 8100 ERV FRESH AIR FROM OUTSIDE h BUTTERFLY DAMPER �Y}=, CONTROL � CONTRACTION JOINT( � YP. CONSTRUCTION JOINT( 1 1/2" = 1'-O" 1 1/2" = 1'-O" 1� A. 8 it AIR HANDLER ;f�C� N� rs�� OP � NOTE: LOCATE FRESH AIR INTAKE A MIN OF 10 MIN r 10 FEET FROM ANY EXHAUST VENT, 1. I� I INTAKE AND EXHAUST MUST BE A MIN IS" AGL 3 4" V,T,R. oe�� ' I '' I II HOUSE I I '' II I O.r- 1,1!: WHOLE- HOUSE MECH 12"x4" INCR, ROOF ' 3/8" = I'-O" — — — — — — — — — — — — — — — — — — — — — — — — — — — — ; — — — — — — — — DANIELA. BUTLER, R.A. - - 12u —2u - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 2" 1 1/4"I ~ Q 1 1/4" BATH 04 1 1/4"1 1 1/4" 1 BATH 03 BATH - - - - - - �11/4" I I- - - - - - - -111/4" 11/4" - - - - cYl = 1 LAY LAV I 1 1 LAV LAV 1 I LAV I �' WALL WALL WALL WC TUB I WC WC I Z Q 4" 4" 4" 2° SHOWER I SHOWER I I SHOWER ~ LL W �� li = - - - - - - - - - - - - - - - - - - - - - - 1 - - - - 2NDFL° U O TABLE P3201,1 SIZE OF TRAPS FOR , PLUMBING FIXTURES TUB C.O. I 1 I/2" 11/4" 2" I I/2 1 i/2" 1 1/4" 2" 211 1 1 1/2" W O W O d A- N U TRAP SIZE MIN, 21" CLEARANCE (D 30" -�-� --II ~ W � ~ ~ Q d BATHTUB (WITH OR WITHOUT SHOWER (INCHES) I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Q (� a U O PLUMBING FIXTURE HOWER HEAD 1 1/2 LAVATORIES - - - - -,T I ( Z Q u j O AND/OR WHIRLPOOL ATTACHMENTS SHOWER 1 1/4 I 1 1/4 I BATH 01 11 1/4 POWDER LAUNDRY 2 KITCHEN �u Z O Y � N BIDET 1 1/4 I I IROO� ( 1 D,W, CLOCHES WASHER STANDPIPE I WASHER I C/1 O - •• 2 WALL WATER CLOSET WALL 24 CLEARANCE IN � - - - - - - �1 i/4 � - - - �I I/4 I (L (L� W # i�j_. O � 13„ cq OR BIDET 1E„ FRONT OF OPENING TUB I 1 LAV LAY I 1 LAV 1 i SINK 1 SINK o O Q tv N o DISHWASHER: (ON SEPARATE TRAP) 1 1/2 _ _ I WC I I WC U FLOOR DRAIN 2 ( m � TUB — — - SHOWER I - - - - - - - - - - 1ST FL � � � KITCHEN SINK (ONE OR TOW TRAPS, WITH OR — - — - - - — — � WITHOUT DISIUASHER AND FOOD WASTE DISPOSER) 1 1/2 ' i 1 1/2" 1 1/4" �`+ Z I1/2"' 11/4" 2° 2 I LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 1/2 C.O. I - - 211 LAVATORY 1 1/4 21 CLEARANCE 21" CLEARANCE 4" z W I � � I O IRATE THROUGH SHOWERHEADS AND BODY SPRAYS) 411 I - FLOW RATE: TUB I FAI O Q i 5,1 GPM AND LESS 1 1/2 MORE THAN 5,1 GPM UP TO 1123 GPM 2 WATER CLOSETS 1211 MORE THAN 12.3 GPM UP TO 25,8 GPM 3 1 12�� PAGE: MORE THAN 25,8 GPM UP TO 55,6 GPM 4 FIGURE R301°1 1 CE = 2 mm, 00 = 30 ,8 mm. _ - — - _ I CELLAR C,O, 1 TO AN `t I 1�I IN, fi�Ll MIB ING FIXTURE CLEARANCES PLUMBING RISER DIAGRAM �' 2" 41, - - 4° APPROVED T� 0 ,03 N SANITARY . 1/4" = I'-O" N,t,S, CAST IRON SEPTIC SYSTEM o 4" HOUSE TRAP M N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE CR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I U FINISH NOT EMS: a R302,9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL AND CEILING FINISHES, R302,12 DRAFTSTOPPING, IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE MPONENTLIST__=.__ FLAME SPREAD AND SMOKE DEVELOPED INDEXES TOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, RA,r{■ DEscR�„wl QTY- Y TT SMOKE DOME A"ODLE, 2 WITH SECTIONS R302,111 THROUGH R302,9,4 DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES M SIDE WALL S O 42k ], BASEPIATE-W(STD) , Q NOT EXCEED 1,000 SQUARE FEET (92,9 M ). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED x RAP,A'ALL' 0M) a U TDP z R302,9,1 FLAME SPREAD INDEX, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT SPACE INTO APPROXIMATELY EQUAL AREAS, WHERE THE ASSEMBLY IS ENCLOSED BY A 2+}" 21}1 241 nA TpPq;�,� ,�E 2 GREATER THAN 200. FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE QGR RUN,,T o PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE FOILOWING CIRCUMSTANCES: EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS 1, CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING, r 1 10;'- 9tA Fi�PAGENT£�LWMTALL, WrMT„ELM«M STo ,tLEsABLISTEDSELOW - z Q PICTURE MOLDS, CHAIR RAILS, BASEBOARDS AND HANDRAILS: TO DOORS AND WINDOWS OR THEIR FRAMES: OR 2, FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED TO MATERIALS THAT ARE LESS THAN 1/20 INCH (0,91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR MEMBERS, 64D l •t"EATH aC.?F.IY.T?CP£4PIG�'{ CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF [253'� i I MINRMUM,r;THICK FIREBRICK .AEu.i.,c.-e•=-a,a::r.r„T ar I I 1g}* Wl Y;MORTAR :XasE.ccc;T THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. R302,12,1 MATERIALS, DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2 -INCH (12,1 I I ZAUKENDEM INC i9IRFLIMtISLE W If$O.USO.TTEll Ki7FSW-YCE AND Y W*00WWISTBIE NEMTN FXTLN&O"%.LL RESTAT", a MM) GYPSUM BOARD 3/8" -INCH (9,5 MM) WOOD STRUCTURAL PANELS OR OTHER MW L'-- -------U S a.EYOU#.aTNiAVENTEDaAe LOO RETrECMARff OAB.APPL ANCEL TIE LOO SET A55T akiLYWltIII� a P. - 6F FOUND 7AL IA VEN ED O OAS 0 MT ME OR"rVE W T,@R O CEL W L a WT V AR-RACES,ANSI a,ffiQ 1(L)ate.Arm awuL AteO R>E rmriLL®e,AccoRsvlr�xm,Teg NIT*n-+a.L FaE ws coc;E.vm nzv Nrvn sF. R302,9,2 SMOKE-DEVELOPED INDEX, WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF APPROVED MATERIALS ADEQUATELY SUPPORTED, DRAFTSTOPPING SHALL BE INSTALLED i _ > LATUT€OR OV YOVM E1 TO MSTILLM MVEN IO tYHaT{R ,(Aa LOO aET.OM Y"V€N FOG L�fEiE V W---NAVESEEN FOVID TO COMPLY U4TH 71E STANDARD FORV VENTED RGOAF HEATERS,AKSI V,„7 NTE ro aC NOT GREATER THAN 450, PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE N� � F `�"'"6f�' `D`•"T "'�"°D 0. •{m11%STmN A{i EAET KITS ARE RE9AEImEO6Y EMDKdIE FQI T}E SiAr[SVm NO Y.prAy agpEg = I VE*ff 4T Arm L0AHELPeXROVEfKEHE0 OPERA ONn OSEL il0ERTW4 TEN FW O"D"Eft BUILDING OFFICIAL, THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED, P1,3E FLUE OUTLET i +� VENTLATk1OAPPLLANCEaNSTA ED K7NERLaTALLA7XMAi06ELOp0ERTNANTFJFEf7t1 LTNENT£aAwla R302,9, 3 TESTING, TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E 84 OR UL 123, TOP VIEW T"4MFEET waL��mTNa AOAE E"WSI.TACN TCT"E�EK{p{,{,CN CR SEEJEOTTamE OE,tC SECTION B-BFEET, ,A1Vi0tIRlSBMADO im tAL TWilFTYFgT OF£FLAX NCg.FORAlMd YDY y"OF O SS--- 6 DRAWOM ARE FOR DEWGN PtXw06EEOKY A4D ARE TIE 60.E PROPERTY OF EARTNCORE MUSTRKa.ANY an W R302,13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ( HORIZONTAL FIREBRICK DETAIL RE,•RTH0090 OR LLYAVT>IOFSZED "T*I WGTLY PPONS EG 4m ,n 6 EM7/KX)REi 1S01a_fW OR ANY ORY4Rb,/1t�RafOF 6hALL NOT BE HELD IAAMEfOR ANY#RCIDENTAL OR � tj1 � I CRLSEOisTrr"LL O.TNAOFa OA EXf$L46 N65N0 WTOF TF!t$Gf TQ INIeIACEa Oft LTtRIET'SYSTENa ((� T.ALWAYSCNEOtlO[JilEHIDN6 CODES GOR9l81G FNENACE9 Arm EFN9LI�KTAtldT10LE R302,9,4 ALTERNATIVE TEST METHOD, AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE PPROVIDED WITH A I/2 - _ET - GREATER THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 WHERE TESTED IN INCH (12,1 MM) GYPSUM WALL- BOARD MEMBRANE, 5/8 -INCH (16 MM) WOOD STRUCTURAL - _ _ _ _-___ _ _ p'ILSS ACCORDANCE WITH ASTM E 84 OR UL 123, WALL AND CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER, o °o ISOKERN FIREBOX AND ACCORDANCE WITH NFPA 286, MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL MEET THE FOLLOWING PENETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL OUTLETS, LIGHTING, NONCOMBUSTIBLE HEARTH zn EXTENSION SHALL BE SUPPORTED CRITERIA: LUMINARIES, WIRES, SPEAKERS, DRAINAGE, PIPING AND SIMILAR OPENINGS OR BY COMBUSTIBLE SLAB IN NO 1015 PENETRATIONS SHALL BE PERMITTED, HEARTH EXTENSION SIONSPRMIINGS. THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: HFxTTE DAM MUM SHALL TOTHE PROVIDE SEALED DAMPER PER CODE, FRONT AND 12•TO THE SIDES OF 9.6(3/a-) 1, DURING THE 40 KW EXPOSURE, FLAMES SHALL NOT SPREAD TO CEILING, EXCEPTIONS: FIREBOX'S FINISHED OPENING, 2, THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE ON ANY WALL OR CEILING, 1, FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN DETAIL S�WALLS MUST BE 101.5[41j NOTCHED SO THAT ANGLE 3, FLASHOVER, AS DEFINED IN NFPA 286, SHALL NOT OCCUR, AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P29O4, NFPA 13D, OR OTHER DAMPER SUPPORT ANGLE IRON OF SITWALL FLUSH WITH TOP OF WALL 4, THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED 800 KW. APPROVED EQUIVALENT SPRINKLER SYSTEM, f-1 A _ � � }- - 51 THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED 1,000 M , 2, FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR I STORAGE OR FUEL-FIRED APPLIANCES. R302,10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. FLAME SPREAD AND SMOKE 3, PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE UNPROTECTED WHERE [ DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302,10,1 THROUGH R302,10,5. COMPLYING WITH THE FOLLOWING: ______ ____ _ ____ _�___ I 3,1, THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES 2 NOT s R302,10,1 INSULATION, INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR- EXCEED 80 SQUARE FEET (1,4 M ) PER STORY, PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL 3,2, FIREBLOCKING IN ACCORDANCE WITH SECTION R302,11,1 IS INSTALLED ALONG �t , ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN THE PERIMITER OF THE UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E ASSEMBLY, 84 OR UL 123, 4, WOOD FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL COMPOSITE 63}• 'y _ LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10 -INCH (50,8 MM BY 254 MM) NOMINAL ss}• EXCEPTIONS: DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE [ 1, WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE: FLAME SPREAD INDEX AND SMOKE- PERFORMANCE. 42k DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN 34 __________ 01 ____ [ I rr ll SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH, R302,14 COMBUSTIBLE INSULATION CLEARANCE: COMBUSTIBLE INSULATION SHALL BE 2, CELLULOSE FIBER LOOSE-FILL INSULATION, THAT IS NOT SPRAY APPLIED, COMPLYING WITH THE SEPARATED NOT LESS THAN 3 INCHES (16 MM) FROM RECESSED LUMINARIES, FAN MOTORS 31• a sos• B i ( R 1--' " MIN€MIMIIY." [ . REQUIREMENTS OF SECTION R302,10,3, SHALL NOT BE REQUIRED TO MEET THE SMOKE-DEVELOPED INDEX OF NOT AND OTHER HEAT PRODUCING DEVICES, THICK FIREBRICK �► WIX"MORTAR. [ I w r MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 EXCEPTION: [ I N WHERE: TESTED IN ACCORDANCE WITH CAN/ULC 8102.2, WHERE HEAT PRODUCING DEVICES ARE LISTED FOR LESSER CLEARANCES, 3, FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316, COMBUSTIBLE INSULATION COMPLYING WITH THE: LISTING REQUIREMENTS SHALL BE ________ [ _ .. O SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE LISTING - ty"THICK FIREBRICK R302,10,2 LOOSE-FILL INSULATION. LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET it] w!}"Moarna w X 84 OR UL 123 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME: THE REQUIREMENTS OF SECTION N1102,4,5 OF THIS CODE, 3 LL NOTE:WHENEVER THE MAXIMUM DM CHIMNEY HEIGHT OF 57'IS EXCEEDED.OR IN SPREAD AND SMOKE-DEVELOPED LIMITS OF SECTION R302,10,1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC MINI MUM 1r-THICK FIREBRICK ANY INSTANCE WHERE THE ISOKERN BRICK LEDGE IS USED,ITISREOUIREDTHAT X z WiYa1 MORTAR. 37" 16}- + THE FIREBOXPSMOKE DOME ASSEMBLY INCLUDE THE PLACEMENT OF A 4-ISY 4-SY S 102.2, (FOR CLARITY.BRICK NOT IV MINIMUM STEEL ANGLE ACROSS THE FIREBOX OPENING.(SEE DETAIL A) � � � O SHOWN ALONG BACK WALL) 42• - " 36 STANDARD SOs36 TXAERROT.�@t"+6E R7ATED.ALL O V'dA€L'FiED ',PND AMT€ -,>graY EXCEPTION: CELLULOSIC FIBER LOOSE FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE FRONT VIEW SECTION A-A RIGHT-SIDE VIEW llP"O "� F DOCUMENT O � 0 WITH CAN/ULC 6102.2, PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302,10,1 AND VERTICAL FIREBRICK SECTION e LX_ - E C.PUMICE MIXTURE R302,10,3, �`_` X XB.H 42 1-L7-1'-0- t10636 p 3 R302,10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION, CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY e N WITH CPSC 16 CFR, PARTS 1209 AND 1404, EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY Standard Series (All Fuel) LABELED IN ACCORDANCE WITH CPSC 1(o CFR, PARTS 1209 AND 1404. Typical installation Framing Dimenstkms I Clear.mce to Conibustible I rinl-6,42&46 Models- STANDARD Width-A Haight-B Dew-C Specifications 4 1 j " Hearth Extensions These� w f h - *.If R302,10,4 EXPOSED ATTIC INSULATION, EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL Model 35 4b" 6 - 263 4 I�I , MR STAND-6=_;_=42 and Fires -_ ;pia_F3{ 0-m-SLIT.to ss�thY an,,q _,,��Co__it:;�r, w t Mode[42 52' 6 253!4" ll 1 It tit e =-_ c I a e.s _,h3 a s air f=�putnm +�.Ee�m-e of tin Wan s,the f� HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER, „ I° ill _may MANUFACTURER. Model 46 56" 65 25 3; coded a.L�nm_-)-'i'-=Ussse rn eri�.4}f=,le Ite§:,t< manufact rw Lis not t��=`tae thaT let wa A= rj ISOKERN Fireplace and Chimney Systems,North America distribution by Hates; i; I I ll - _ - s g� te�Tfl Eartt=re Industries,LLC,Jacksonville,Florida(Telephone 800-642-2920) R502,10,5 TESTING, TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E 910, aI / •r I-"B"includes the 3"thick base plate. {[ �1 r+Rm i?Et at t- t i�^#-1 from c� €1 IRi } f=ep e=# +c a mC==t esters tD ARCI-IITECT: - _ PRODUCT DESCRIPTION: r,'.-'; �rh_- Df s Y^aE ��` ! 2"Raiff hearth"r fires additional r 1hopening MANTLE � z, ; T �L\..1.I,)f R302,11 FIREBLOCKING, IN COMBUSTIBLE CONSTRUCTION, FIRE- BLOCKING SHALL BE PROVIDED TO CUT OFF eq" I�I tL=t=A ,n, f� } E TLE s L Modular refractory masonry precast fireplace and chimney components. height8R�+'a[t° °f the'�' '�' I I I 1. Designed for field assembly as a fireplace and chimney unit. '� � BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER detail. €; � �lR ,? � Fr sed hea �Nfi;;Trw = huh extRrmzon, � �' 2. All interlocking parts necessary for assembly of a complete firebox and C/ v BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN _ � r T 'z�= e*¢Y=`� ' pp 3.Rough flan; dimension for width"A"allows for the I t € € ;' Lin� :__. � smoke dome. f' �✓ t, WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: aired 1' -entrance at the sides of the Fi I �' c _ tR=r_ ��~ �--` _ s. 2 I re; re[s:aix R t 3. Interlocking double module chimney components(DM). \�I INCLUDING FURRED SPACES AN PARALLEL ll r`m-_eat.e��a�.4F�flo 4 -s sh-0 1, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, NCLUD RREDD P L Rough framirtg dimension for Haight"3"W111 need to Il tta __-_ in a a tom:t4:at aH wf_a-d fla m� Ts ca _ t=- F MATERIALS: Ei 4 �l LII=-'Asn ,==_r_:_: t- od�ee_dit")ot = F, ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: I.I. VERTICALLY At THE CEILING AND FLOOR be increased by 4- If the F[rellte application is utill2ea. I �D; E. A. Light weight concrete of a proprietary mixture of Icelandic volcanic s " ' '" pro /" LEVELS' S.ROUg11 framing dimension for depth`C"arrn s for �� EXTENSION aggregate and cement for precast firebox,chimney block and flue liner antla R�Mantis��� components. ,! 1,2, HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET, required its"clearance at the hack of the Fireplace F _aft S:t= tI ;6. �; I S - 1. Compressive Strength:Firebox and Chimney Block:972 psi. \rA i r or- the 2, AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT 26 3j4"is only for an interior wall as most exterior sef= . wall framing have insulation,even if the wall is 2X6,the 2. Compressive Strength:Flue Liner.1175 psi. SOFFITS, DROP CEILINGS AND COVE CEILINGS. foam they spray expands so typically 31" is allowed ¢=====:Yes t--n Dina, to "at at tea> � A ` B. Premixed(dry)EARTHCORE ADHESIVE. on an exterior wall T e= ^)f_T'_ _ _= hT i v. 3, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED E 1. Tensile strength:807 psi;Compressive strength:2460 psi. DANIEL A. BUTLER, R.A, ,� - `=n.- -,#a e the ads of the SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302,1, tlr = :� e �: ¢� FLU SYSTEM 2. Tested per ASTM C109,ASTM C307,and ANSI 118A. hw.irtFe-5 ft 1/2`)- t. f of r-=e fiK='z= .gh-0 C. Standard 1-1/8"thick high temperature refractory brick to line firebox 4, AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN rwmadj on e=N��a , t ,s"i _r t as O interior APPROVED MATERIAL t0 RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION, THE: MATERIAL to the Pft-, a. D. Standard cast iron poker-style damper(optional top mount or in-line Cornnutt:_°e pf� Trant� - up to t,,iw,ae AD,IOPM-r. FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED t0 MEET THE ASTM E 136 REQUIREMENTS. i--r=h On') i = ' _ i ROOM WAIL damper available). : U l Won fIi_r€ n ?=f14-)fro tww to Df L?=_Era =F 51 FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003,19, E.- Comer Installation Framing Dimensions -cz==_us: T RITE€a;to#_ _r ,tt 8a INSTALLATION: Q 6, FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT r= i't')f`B- ha £of L 6r '$-�`ag -i I �� I _ , A. Reference manufacturers Installation instructions for standard V The follo=f ing Chart of dirnenri_tnns detail the posit onino of trcu*t if a feLRT tt -f: q Q SEPARATION, an STANDARD Series fireplace in a cornmr. It also details _% tTs tI�FR Y: [ R configurations,weights,sizes and installation details. '_ the positioning of l}Rl c`+i+'"`y NlterF it rrSt t1m 456 B. Suitable masonry foundation and noncombustible hearth extensions must f- de@reel. If alignment is needed to overhead framing. 1 __ !. ►tea fir_I i a f* TtY t ri te=y rr q r re lu D'>i a ester i 7 f tR f f: =: c c�?: r un= be provided. R302,11,1 FIREBLOCKING MATERIALS, EXCEPT AS PROVIDED IN SECTION R302,11, ITEM 4, FIREBLOCKING SHALL D -` - J1 >- < C. Unit to be assembled on site r manufacturers illustrated instructions. Lam\ Ghimngy a -E= e a_�f4 _= r c i=s rr :=r: - - - per Z - Q CONSIST OF THE FOLLOWING MATERIALS. A retiuired e�,"r-�t; ,�-- -_g ca F thla ma.tom. 1. Premixed EARTHCORE ADHESIVE Is used at all joints between } LL STANDARD A B i C D components. M--i Q lU 1, TWO INCH (51 MM) NOMINAL LUMBER, Model36 46' 2_3' 32' 63= A, �vF .Side�"3 a s Y�la ri� y w�__: � � U_ 111 � Q O l HrCi 2. Firebox to be lined with a minimum 1-1/8'thick rated firebrick. 2, TWO THICKNESSES OF 1 -INCH (25,4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS, tvfodcl 2 52" 2f' - 3 " 7V- I fwiac* vrstag=�R= t t= dyer t`'.an t•*f+'-s- U t'J O z 0 Model 46 56' 2It Ti» 39" �" � 5OC ;ram= Ii6'I to � EnI_h� fire}4ce M D. A 1-1/2"minimum clearance to combustible materials is required. Z z Z � A/ 3, ONE THICKNESS OF 23/32 -INCH (18,3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32 -INCH l� E. A 3"minimum clearance to insulation required. W Q) 1U = 4 Q •Q iL To turn flue 451,first set starting inner linter onto the Note. 'CI I- to b--- 'Ik T '" arc U n/ (18,3 MM) WOOD STRUCTURAL PANELS. j_ ^ 1� 5- too plate if the fireplace. dl$Ta F eo€ o yea'`a:s ry rr nl'e or- la- CERTIFICATION: -Tf-� =r t ca'c fire.�m-.mst car- the d es jU (�J cn p d 4, ONE THICKNESS OF 3/4 -INCH (19,I MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4 -INCH (19,1 MM) f;ext,set a Dist outer casing onto the inner riser so that =�_ _� rr,_ e to e t any�oraL T,f t� A. Warnock Hersey/intertek Testing Services Report No.632-912500; W Q U1 U Q a_s _ PARTICLE- BOARD, the outer Caslna is at 35'to the firebttX and square to the F a � I=3:-I t-_ ssnafin Pet rt- 3159656MID008;3082504 T1 O overhead f framinL�systam, ;fir the VFr#iC 1 D'JI Chl^trey a uniInle c �ta�6"Wo Tf set of elrcu--ta mS r l 5, ONE-HALF-INCH (12,1 MM) GYPSUM BOARD, , - €as B. Meets or exceeds UL 103HT;UL 103;UL 127;UL 1777;ULC 5610;ANSI U throucp:1 the overhead framing. 6, ONE-QUARTER-INCH (6,4 MM) CEMENT-BASED MILLBOARD, Offset bins car:be used=if necessary,t0 align a+,:th 223.1. 0 O Over' ad framin g before r!.=nnina thw_ Vertical DM f h-nn_ 1, BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED out€ressin>�analliner. CODE COMPLIANCE: O �" '� 6 O IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE, A. SBCCI No.9626 A-+ (L (k W 1LLi 8, CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E US OR UL 263, FOR THE NOTE: Support tfat third Offset down t0 footings and at B. LARR NO.25483 each third offset block tftereaher. C. NYC-MEA 241-90-E V LL SPECIFIC APPLICATION. -- D. ICC REPORT NO.ESR 2316 [� Q_ (Y N SCAN QR CODE FOR LATEST E. Ise Zoos,lRc zoos,lMc Zoos � a1 � R302,11,1,1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, BATTS OR BLANKETS OF MINERAL OR GLASS o MODULAR REFRACTORY FIREPLACE o to � INSTALLATION MANUALS FIBER OR OTHER APPROVED NON RIGID MATERIALS SHALL BE PER PERMITTED FOR COMPLIANCE WITH THE 10- D r STANDARD: psa- 042'046- � �� � NOTE:Isokem components are a natural material and slight variations in z 82:m fa�z WS44 dimensions may occur.These should be no more than 1/8". FOOT (3048 MM) HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR �, , cERTIR EDTO!UL127,ULC�10 NI y � T3iS Gp-{ER HgOGNil1R! ■ U O VA STAGGERED STUDS, T,EiLAYEL C,FARAN�TDCDR�RRiTRRLFs: �EkE�;€�.FL;I�s z toS'a1C1¢COPE FRONT AND ItiO(ERR CHRtANEY =0 RN. R302,11,1,2 UNFACED FIBERGLASS. UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL COMBUNIT USTIBLEES REAR .i�� Ia61NmI TL�PSNEAn;I�oRTxinTooPDNlaesrols =am. f3a9�,} •Q THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES (406 MM) C-EW-4 AOSME ALL -TA RR. (� ) OPEaKrfO7O 5fDONB =26 W_ (66om",) NFJLRTN EILTEIt510R aEYORt6 FP.t%tT =2D kL {'xS>nR,I MEASURED VERTICALLY, WHERE PIPING, CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION HEARTH ER(TENNSRON BEYOND SIDES =12ir IDS,-) COMBUSTIBLE FLOOR jtaUST USE FRRESITE AFFUCAT,ONI -4 RR. fif-2-) SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION, WSULAT"FRDMFIREBOX -3IrL r76,w; D5=SO1,X+V MOO FUEL OR LnTEP DECCRATNE OAS YENT=_O OR U WtNTED APP;}ANGE.ALSO FOR IM VWTH ESSTED E /� L7AL eHI3iNEY.FiEEtITf APPLICATtOt1 TO USE ECO3TEEL CIREY OkLY. P f}�',',�E: D-0 E FI'SOT BEEN DROS SRt PM4 SLS S D SPS.10 o NUC TK tTX T,ES IRE OR �A'ARII FIREPLACE.I.4#XOT BEFA iEi;F1t FDf LISP tCT.i 5L.455 E•ODRi.To IL{R=:t_ETNf R€<_K OF FIRE DR f >i�RY.EW aDT R302,11,1,3 LOOSE-FILL INSULATION MATERIAL, LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS AA,ECASA UNCEIN><,E AFE I-L: ArF oLATOT<iRD�-:F:LP1VT;OT EReOPERAT ■ DE-eDRAmT GAi APP;1N:.E R#TfIE FfAJ,CE LO[r<TNE DS1fPER':O I:a FULr OFiR}!3iTR.DO 1i-RT QPERATE 6N FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATEATE RRILEIONANi`TDiET04IOi RUCTIO`SFORT ISHD NLAND[CC# >� • SEE INSTALLATION AND CFERATRIB INSTRUCTIONS FOR THIS 90DEL AND R:C#ESR-E2i#, uasss D-TSREN aTATETLAu""�� 36"STANDARD 80s36 ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES, o P# °"E "�" "�E� nn /�[ � TC P_ER CS ANgt LL O DWS DF CTORYRD RUIL N PRIOR TO S FOR INSTALLATION Q - Vll 'd X 1.La Rw�.ccrw, GENERAL INFORMATION AND SPECIFICATIONS ky REFER T=.URTLIRTEIt'S DtI+E�TCRi OF BIILCIRv PRC:>EltTs FOR DETAILED NRFTXt3RAT:>fi. ��- x _ate O R302,11,2 FIREBLOCKING INTEGRITY, THE INTEGRITY OF FIRE- BLOCKS SHALL BE MAINTAINED, �, �®. 7 - K.BH �- p N^T.S. tea p CV • v 4 O N fM N N i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT,TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EXIST, CP TO BE _ www.dignetnycli.com /\ 0 YO NSW t CITY or Of \ ABANDONED PER www.cal1811.com SCDI-IS REDS, ZON 1t NG &LONG W (for other states) ^ / PROPOSED 1,000 GALLON d V / UNDERGROUND PROPANE TANK BULK SCHEDULE FOR RESIDENTIAL DISTRICTS a 800-2-17 2-4480 1 81 I �� , � x a ¢ 62,1 EMERGENCY GENERATOR 015TRICT A-C a z By law,excavators and contractors working in For safety reasons, homeowners are strongly / EXIST, EXIST, O,H, SERVICE BE ABANDONED, �iQ the five boroughs of New York City and Nassau encouraged to call as well when planning any , / WELL �Q¢Q¢.�4i o MOVE TO NEW UNDERGROUND SERVICE MIN, REQUIREMENTS FOR I-FAMILY DETACHED and Suffolk Counties on Long Island must type of digging on their property. Homeowners O1�6 �C �5 ��G / DWELLINGS 4,y contact DigNet, 1-800-272 4480 or 811,at least can contact us directly at 1-800-272 4480 or by J, Q¢{�R z 48 hours but no more than 10 working days calling 811,the national call before you dig / p ) � �i PROPOSED 6 BEDROOM ti �; _ (excluding weekends and legal holidays)prior to number. For excavation work completed on ¢ 10 LOT SIZE (SQUARE FEET) 80 000/ �� '� SANITARY SYSTEM / beginning any mechanized digging or excavation personal property, it is the contractor's O , �' o O LOT WIDTH (FEET) 115 work to ensure underground lines are marked. responsibility--NOT the homeowner's--to contact / CP ' w Excavators and contractors can also submit DigNet. Having utility lines marked prior to o' J�i / NOTE: FOR SANITARY AND STORM DRAINAGE LOT DEPTH (FEET) 250 > locate requests online,through(TIC. If you do digging is free of charge. O DESIGN SEE SHEET SPI42 OF THE APPROVED SITE not currently use ITIC,please call /, g S.C.D.H.S SITE PLAN. S.C.D.H.S. REFERENCE FRONT YARD (FEET) 60 0 1-800-524-7603 for more information. II �i / / / LOCATION NO,: R-24-0943, DATED 11/6/2024, PRIMARY FRONT YARD (FEET) 60 / E/ SECONDARY FRONT YARD (FEET) 40 BY: McDONALD GEOSCIENCE PROPOSED CONTROL PANEL AND BLOWER: \ o SIDE YARD (FEET) 20 N DATED: 3/4/2024 SEE 'CONTROL PANEL REQUIREMENTS' NOTES, O (u`e'DIA. x /' IO EXIST. 2 STORY FRAME DWELLING w THIS DWG. FOR MOUNTING DESIGN AND EXIST, 6' D.SD �0 �' \ BOTH SIDE YARDS (FEET) 45 m EL. 62,5' GRADE O,O' REQUIREMENTS CP / -o ; ` ~ LPi\ TO BE DEMOLISHED / REAR YARD (FEET) 15 �; a SEE 'PROPOSED 'H' FRAME DETAIL', ON DWG SP2 EL. 61.5' DARK BROWN LOAM OL' LIVABLE FLOOR AREA (SQUARE FEET PER DWELLING UNIT) 850 I' BELOW GRADE PROPOSED AC CONDENSING UNIN- ,�<0 \ { ? NO WELL 4 SANITARY MAX, PERMITTED DIMENSIONS a Ix \ SYSTEMS WITHIN 150 FT, EL, 58,5' \. \ � ' A " / \ \ \ 0 NO SURFACE ACE LOT COVERAGE (PERCENT) 20 EXISTIFR SHED 03 / n)e'DIa.x / ? MIN5,6 BROWN SILT ML 4' BELOW GRADE TO DEMOLISHED WATERS WITHIN 300 FT. BUILDING HEIGHT (FEET) 35/25 , NUMBER OF STORIES 2-1/2 (1)8'DIA.x 6'E.D.SD \ 1EkIST, FIR SHED2 TO BE DEMOLISHED NOTES: OCATION AP /> \ \ 1, SEE TEXT OF CHAPTER AND DENSITY AND MIN. LOT SIZE SCHEDULES FOR 2 TEST APPLICABLE DISTRICTS, N,T,S, BROWN FINE SAND SP _ HOLE oe 41 \ 4, SEE LIMITS TO GROSS FLOOR AREA (GFA) IN 2130-4, EL, 45.5' 11 BELOW GRADE // �p� _ _ _ - \ /�cti �P�� \ \\ \ \ 62,5 5, BUILDING HEIGHT FOR ALL DISTRICTS: 35 FEET TO PEAK OF SLOPING ROOFS, 25 FEET FOR FLAT OR MANSARD ROOFS, SEE DEFINITIONS, NO GROUNDWATER ENCOUNTERED � EL. 45.5� � �_ �q� �\ \ (1 6, ROOFS MUST BE WITHIN THE SKY PLANE, SEE DEFINITIONS, SITE�� DATA: HIGHEST EXPECTED GROUND WATER 9 EL, 11,26' PER // �OG�'p�Op\ � / / �0 ,� \ = i \ / SITUATE AT: ri WELL MONITOR STATION $53324.1 / \ 0+ 8255 BRIDGE LANE moo' O ��� n)e'Dla, x pG �' o� / CUTCHOGUE, NY 11935 C� QQ 6V. 1 8' E.D. �/ 0�... / e ♦/ / \ 9, /O/��° E 0� \ \ ���. / 150' FROM EXIST, COUNTY OF SUFFOLK // / (3)s'DIA./ ; '�/,1, / _\ \ \ Q ��3 ADJACENT WELL TOWN OF SOUTHOLD N,T,S, `-\ coL G iy; \ \ �P¢ \ / SCTM ": 1000-084-01-004,6 / ZONING DISTRICT: A ((1)e'DIA. OG -C • m 8'E.D. SD I � \ • APPLICANT / OWNER: / fi>� �4 o PROPOSED 11'x20' POOL ,1 �p� RICHARD B. SACHS / ^4�'P�` CABANA (DRY) W/ ¢ J�' I r �y ¢� \ � \ I � � ' STEWART TITLE INSURANCE Co, COVERED PORCH CE / I / POOL FENCE // I \ I SITE DATA: m \\ AREA OF SITE: 4,3108 ACRES �,� ,� ND / TO CODE / \ / rT, m }- X R 150' - Off I W POOL EQUIPMENT PROPOSED SETBACKS: W 4� .4 / /I AREA NEW WELL // \ PRINCIPAL BUILDING OR STRUCTURE, MIN. YARDS (FEET): XO Z u- 0 N \ REQUIRED: EXISTING; PROPOSED: 1 4 x8 SLAB FOR EXIST. FRAME SHED i \ / x , FRONT = 60,0 43.5 63,5 O GARBAGE BIN TO BE DEMOLISHED / / I 61.9 M It SIDE _- 20,0' / 45 0' 80,1' 45,0' ►-`'� p � Q0 / / \ EXISTING WELL TO / / 1 01�. REAR - 15,0 381,5' <15,0' 1.0 0 \ BE ABANDONED / \ / HEIGHT= 35 / 2 STORY 2 STORY 2 STORY (28-OI) Ix O 62,6 = O ACCESSORY BUILDING OR STRUCTURE, MIN, YARDS (FEET): cn m REQUIRED: EXISTING PROPOSED: �Q SIDE = 25,0' 52,5' 64,9' .. REAR = 25,0' 211,9' >25' W MAXIMUM ALLOWABLE HEIGHT FOR ACCESSORY STRUCTURE FOR A LOT 80,000 S,F OR OVER IS 22' MAXIMUM HEIGHT j / / / n� \ SURVEYED BY: ARCHITECT: \ \\\ /// / 1 / 'V \\ SMITH, JUNG t GILLIS I 0 \ PROFESSIONAL LAND SURVEYOR /4, gUTLE / �� \ 120 MEDFORD AVENUE %<v ,,."1 9 ♦ pG� \ \\ i/ / I / \\ o WELL PATCHOGUE, NY 11112 C11) z -�.� 631-415-3192 �0 „\ ' \ 0 � � �� ij AUGUST 11, 2022 150' FROM EXIST, � ADJACENT WELL AREA CALCULATIONS: \ ` s ,T1TLOT COVERAGE EO , ¢ � 1 DANIEL A. BUTLER, R,A. / \ EXISTING PROPOSED �O \ \ \ MAIN HOUSE ~ Q FIRST FLOOR 1026 2929 Q \ / SECOND FLOOR 100 1462 O\ to FLOOR AREA TOTAL 1806 5084 m }- COVERED PORCH 218 630 Q 0 `G� REAR DECK / PORCH 199 168 Z .�t' u Q tJ LQ � GARAGE 616 0 0 o Z 0 \ \x \ / / 1�r� ��ti���,� FRAME SHED 01 246 O ,7_, O O \61,3 \ {�0 +�' 6 �� FRAME SHED 02 320 �I}. U 4 1-- Ik CL V_1 ¢;4� _,p, FRAME SHED 03 118 `� a Q W =3 Q !x V (�� �-C`'4 4¢ POOL HOUSE 340 C j W (� w LU � � /'F� 0�4 y POOL HOUSE PORCH 150 H III } O ON VC, �/ \ \ / pQ O,l POOL 800 Q/ 1 U uu O N c4��'`) Q¢ TOTAL 2181 2586 5,693 ,♦ A- Q 0) N GROSS FLOOR AREA CALCULATIONS � r� v / ACRE SIZE 43,560 S,F, O O \ / TOTAL LOT SIZE 4,3108 ACRES U Z 9 \ 101,110.440 S,F, - 00,000 101,118. 448 S,F, 280-201 \ \\ 2.5go LOT AREA IN II �91 • \ / lF) UP TO 1,100 S.F, x EXCESS OF - S I�� FLAN \ / •�� 200,000 S.F. 000 S.F. -; P,PAGE:30-O 2,694,4612 S,F, 80 2,694,4612 S,F, I \ / 0 O � ALLOWABLE GFA 9,194,4612 S,F, ENTIRE LOT �a V/ rr SCO O W 0 �: A� 0 ,00N 15 10 O 30 60 120 �G GRAPHIC SCALE 1" . 30'-0" \ 1, DEMOLITION OF EXISTING DILAPIDATED DWELLING AND ACCESSORY STRUCTURES N 2, PROPOSED NEW DWELLING IN GROUND SWIMMING POOL AND DETACHED ACCESSORY. N Cl) 31 RELATED UTILITY WORK INCLUDING: NEW SANITARY SYSTEM, WATER, ELECTRIC AND GAS, N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INS-RUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. z WINDOW FALL PROTECTION: CONTINUOUS RIDGE VENTING N RED BRICK CHIMNEY PROVIDE WINDOW FALL PROTECTION AS � , I REQUIRED BY CODE, EGRESS WINDOW MUST W -I_s._ ! _L.. _� L ! _ u.. .0 u :-u ' . u u I - I_li u _ L -�- - - PROVIDE FLASHING MEET MINIMUM CLEAR OPENING OF 24" HEIGHT, u ' I 1 1 - ��Lj - ll_I. L i71ll I L�U AS REQUIRED o 20 WIDTH, AND 5 l SQ FT _ L a _ L U IU_ f _ li J L1 � U L' L ll.. �, ,� ,"L' I,L u u N " L L OPENING PROTECTION BY WOOD STRUCTURAL ° N y I u_ L L PANELS PERSUANT TO 1609.1,4, SEE FASTENINGS0-1 o u L CHEDULE ON DETAIL SHEET IN THIS SET, ly IM IM 41: S z a �? >J u - � �? L, u SEE DETAIL SHEET FOR HIGH WIND u CONNECTION REQUIREMENTS is 2ND FL. T.O. PLATE OGEE GUTTER w 19I - 3 1/2" ASPHALT SHINGLETm --- - f - oc I j ROOFING I ( PAINTED WOOD SOFFIT a FASCIA: IXS WITH CROWN W/ I'-O" OVERHANG TO MATCH EXISTING - 12 8"-10" VERTICAL o PROVIDE FLASHING �026 I ® a 9 AS REQ'D, 'AWNING` BOARD SIDING Z \ / N ril O (K p / (2) 23 j (2) 23 RAKE BOARD: IX6 WITH O d 0 12 _ lx4 TRIM w «"- C1 O ul lu l ; - DOUR HUNG = W W GROWN TO MATCH - r z Cl i DOUB HUNG 1211 D� _ a lc II =n i 1� a 4 ASPHALT N Q SHINGLE "' z �. --�-ri-T ` .` J-''` `_-. J - s Jar L �r -r�`Ya \ L� _ -, �. _- _ -. 31I R r 'Q cv 2ND FLOOR II �,��, �, � - - � 10' - 3 I/2T - ,. Tr - - -- - ROOFING -�G'" u'-p' -C - 'r T_�T �.,� II��- -� _ � _ LU L LU -- LL �l L}. L L IST FL, T.O. PLATE - - --- 9' OGEE GUTTER - - � � � I I I I I ; � - j I � I j 6" CUSTOM WOOD PAINTED WOOD SOFFIT - 36" O.N. ! 3026 TURNED 'HISTORIC' LL D 2- i ! �� AWNINCx COLUMN PROVIDE - " " i SIMPSON O X O , p 8'-1 III IC 3427 3421 342 3427 CONNECTIONS AT \ I B AR I IN DOUBLE DOUBLE j DOU DOUBLE I j TOP AND BOTTOM. I r q HUNG HUNG PUN HUNG ! j j TYP, p ! ! all-loll � I CJ l IST FLOOR (FIN.) j j VERTICAL �- - BOARD SIDING GARAGE dl • a , • •• , • • ° • • , a . • , , e BRICK PORCH W/ I I I PARGED CONCRETE PARGED EXPOSED i I I I P.C. FOUNDATION m CONCRETE FOUNDATION I I ( I AND FOOTING r P.C. FOUNDATION I I I I I AND FOOTING - I I I I I I ^ SOX BASEMENT I I I I I I X W IL-O- 11 3/4`�— - - - - - - - I [—� Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __________=__ - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - m rO � w0 IRO 0 CIS N1/411 = 11-011 RED BRICK CHIMNEY CONTINUOUS RIDGE VENTING w U! F— _ 1 LJ—L l U - ~� I ! ! U U U J L,- _J L L _ U U-- �_ J L L_ LI U U . ll LIU L .IU L J ''UJ L U' — U �JU U U U UJ' !LE I- L1 U UI. ! U. U ll UU U Uil L L U > s . Li u u. J u_ ARCI�ITECT: �*- l= U. L L L1 UY 1 N I ^' LJ LllJ L- L L � Lam'U � .f,�,� ) • `s, \ 1 ll ! 1 11L f ; �� L 1 LI .LI U U u U L I U._ 11_: J T� t� ll_J_U- 1 _ r i U �"I I � L61 U LLUL U UI_ LL 1 I l �,1- U- U U L- L - Ll- U � U- ll L! - LI_ LL J Ll J iJ Ll U L 1 1 1 L1 t L _I C' I' l I I J U I 4' '4 �J, J ' e , ! i � '�' � i i ! tr ll-LL U Ll_J-11 -LL�t�LIL L L- I_L. U U I1 U_ ll U LI U J J J L' L U ll L1 U U U_L 1� " of 1. L ! 1J' L_ it L _ LCUl L 1J _1 L i > C: 2ND FL. T.O. PLATE- - L_ u u Lr LJ 19 3 12" OGEE GUTTER j1211 1211 ' RAIL TO CODE PAINTED WOOD SOFFIT " 10' E TI L 3023 3023 II DANIEL A. BUTLER, R.A. RC W/ 1'-0" OVERHANG 8 SI I IN DOUBLE 6'pf I ,OII DOUBLE I 9 9 ASPHALT SHINGLE ROOFING 0 _� PROVIDE FLASHING .' W CONTINUOUS RIDGE VENTING Q ptu AS REQ'D. - - 1Z H FASCIA: 1X8 WITH CROWN TO D MATCH EXISTING - - - - - - _1 3 r-tT'-`r"' ��.zYi"�7_ �,'�-'r �\ . r --Y, r`r-, L -r}t� 4 _ - _ _ _ `•1 �r�-r�--1 Z��� i��� x - _ � 1Tt'{ -- .. �ti -'r .� f _-,ty 1 } r--�. -' � u - � RAKE BOARD: IX6 WITH CROWN / 2ND FLOOR .�----.���-" �- � - TO MATCH EXISTING Z O T II I _ 10 - 3 1/2 r Lj ! IST FL, T.O. PLATE j� Z - -r-___ ` -;-Ar- :�Y _ .,$`ram- _-: +-- --`-r- .- i-r-"--II.- , _ -�_"r`_' - _ _ z ,___ -�' -- _ Z - T r '. �r JJ-r'�'`�-'-fir- �- ''r-,- '-r,-,-c-i-}�_C_Trt r-a-' -'-'--'--r r__ R- r -fir r`L i -- ` - - ins - �r r- W pOc- _r__Z-`---- '[t' J _ O O >�j U- as.a ASPHALT SHINGLE W U O Z z O ROOFING l'3 WOO d Q OGEE GUTTER — `\ w Q ly Q W p i ,' `� ,' `� PAINTED WOOD SOFFIT Q W U Q 6 CUSTOM WOOD TURNED O O q , , 'HISTORIC' COLUMN AND lu 36" O.N, w ' r ° 3027 6'-O" 7'-O" 3021 6'-O" -O" (3) 3021 3021 >D W 111 Q O BRACKET (PAINTED). 3 111 q z -1 N PROVIDE SIMPSON DOUBLE W DOUBLE W DOUBLE DOUBLE O O } _1 0 O O CL CONNECTIONS AT TOP HUNG FR H , HUNG FR H HUNG HUNG ►--�{ Ll - � \ / ... O cN•, 8 -10" VERTICAL � N BOARD SIDING 1ST FLOOR (FIND oilAND BOTTOM. TYP. D \D O GARAGE _ - • a a a • • a a • • , • ° • a • a W H !l� Z r— cv Ix4 TRIM —� I/ BRICK PORCH W/ I 611 CUSTOM WOOD I _ F J ( I O O PARGED CONCRETE I TURNED 'HISTORIC' I r BASEMENT ENTRY r J I I U PARGED EXPOSED COLUMN PROVIDE J CONCRETE FOUNDATION I I — - I SIMPSON I STEPS AND - I O P.C. FOUNDATION AND I I CONNECTIONS At TOP RAILING TO CODE __j-J Q FOOTING MIN. 3'-0" BELOW I P.G. FOUNDATION AND FOOTING I AND BOTTOM. TYP. I J GRADE OR VIRGIN SOIL — I ( I r--' I I PACE: I I I J I I � J I I I I I F_�_ I I a BASEMENT I -J I I o - - - REAR ELEVATION _ -10' - I1 3/4" - - - � 1- - - - - - - - - - - - - - - - - - - - - - - - - - - -1-� - - - - - - - - - - M ______________ - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - 11411 11-011v N O " N M Rif m f t N a-- THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR N PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I , Z WIN= FALL -ROTEGTiO .- - PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE, EGRESS (L CONTINUOUS RIDGE VENTING I T ' ' RED BRICK CHIMNEY a WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24 NEICxNt, 20 WIDTH, AND _ r I - -I 7: -r - t; _I' C-'r�7f �.:I J : , �I I IL4 Lit } L�r4 : 1 [fLi'7' 1211 5. 1 SQ.FT, w r_L ��� a Ll `?t a 1' a JY II, 1F I ,l L _' JJ L-=L-- r.,l7,Il!� Lii lr{ �� ' 1L''L' --r��I1t ITI 17.�, �bP,PI1t-r} : -:II;. T +'I,I f r'y 71rt 1211 2 'I FASCIA: IXS WITH CROWN TO OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT t0 a rr i N :-1-4:' }. t4 9 MATCH EXISTING z ` 1 1609,1,4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET, o r�zAS1�PAL SHINCx L II r j T3 -' - 1,, R F L { L * ROOFING 1 { RAKE BOARD: 1X& WITH CROWN SEE DETAIL SWEET FOR HIGH WIND CONNECTION REQUIREMENTS P �4 T 25 1818 Y r, i4 -Ir TO MATCH EXISTING N - h. YIr'-I7 11f- rY ,. :r`rr- { r' �L' ;' ,, �s;[�i' `r d 4 +1, r�lC�Ll rr _r 11,- T x � _ lx4 TRIM 2ND FL, T.O. PLATE 1 x'}1'r r OGEE GUTTER r 'z Mo4T R IA I GEND LL CONTINUOUS RIDGE VENTING +s +� o ' li L -i LLI, I "'1 i s,_J Li_1u -' ;-L 1' lJ Il L l-L! lL L Ll I, I:J L ; _i. _L L' L_1LI L--! 19 3 1/2 ��;� J- LL: _u iLl � 1 LPL1 11 _1. 1l1-Lu ;1 li -_,. ::11 li_1L1.J 1_ LI- - IA !1 11i_u_ ll . - i11 LIJ_IJ u'--JLL�_11 1L'1 II 1111--'I ,LI: 1!. 1 _uJ-IJ1L1 J `III iLLL 11-11-1JJLr-11.J 11._I_L_! L:J_L _l j OGEE GUTTER L L1 1 11-1J_L_ 1L !L 1 'I-!11-L'.-II 11 J --1 ' �Ll I_ J Ll_!' 11'' I! iL'1-'L IJ 1'1_[Li,'-, L' _. L.,LIll�LAi1iC1__:_L I I �_ a ,_:JJ U J i-ri I,!_111LJ I-1l 1_L - LL, 1! LJL Lu-1 L.,.J-J1-:-1 i i1 Ll _,LL 'i .1 1 L 1L ! i L 11 1 L Li 11 LI . FAINTED WOOD SOFFIT a " _: l�L� _1 _iILL.� L�IIILLLI111_ 1;_1.. 11 II_IJ .]_L�L1,�;.i11_ Ji111LJ1J_1J� L1�.:1_lL_LJ1_L llL�11 .L;: L- Illl_:l : I,1i-,-1_ L LI-1_I a .- 1-!I : '1:1_1_ .I Ll 1iJ_Lll LIL_Ill1i L1JJ ,J1�.J11-LI. Ji,LJ1r,, J_,1�1 III I I - i 1-I J LFT Li I!u :.L�II:_JLlJA_11L-1�i-1L_11 I I !-_il_i L;Lwu I_ILI t-:,II I 1 W/ 1'-Qu OVERHANG '."' i 1 J 1, L� �L_ .,_._L_L,:_ Li L 1 :L1 L'I-1� J!_!; t-I L 1LJ1 ,L .J, ASPHALT SHINGLE ROOF �LL JI '_,. LLJ I�ri fI J 1' 11 I I- It- l. .I lJ1 1 iJ1 L L 1LJ'_ 1_ -I_ -I L1_l I1_I-, ,1 L Y- 1- J : 1,_L_ _1 L.LI r- _ IJ J11 L�-I__ 11�_I 1 L i_ L1- !I_ ! I- F- - IJ 1 i- 1-I' II -U 1, - 1 _ !Ill '1 Li1L1,1_J'.�L, / \ / \ �i n u —� L - - GO iu> - �L�'I_ 1 2626\ ( 8 -10 VERTICAL _ -.. LOR BLACK o �,� r. 1 I LL J J 11;_1 r1, u' 1111_JLL_-�, l,-ll L 1-!,_.Jl-:, y _ 1JLLL,L11-,L:�I�`i�-�•T1L-1, i-,'.-' ,.u-i.I it ,J-.,_ L1L1 �_)J ILL!--:J��_ �.u. ! J_L _'�iL�J_11 .1-�_�L :I 1_�,✓1_I: ._. I i \ //2G2� �, LASEMENT ITH � .- L 11 flu 1 ll� LLI BOARD SIDING z _;� 4I 1_ Lam- - LL i_i: J J- I1_1L-lJ_ -1 i_ 1_L 1 Ll_ 11 u,:L LL u_11!�,1_ , f�1 L : u�LL, .I_fL N ; u , J [ 1 lL1J LtJ1_L - L u�' L- : IXED FIXED 51 SIMULATED' III o ASPHALT SHINGLE ROOFING _-.1J J L L L -1 _1r a !, L�L 1__1,1 11 II I IJ i it L_J emu_1 ! N JJ1 rl 'I 1L1 \ 1 i,-1 L �L 1��II I J I t i,f1 -1I . L11 3023 3023 - 3 (Y N m L1 L! L1 Y -` L COCK RAIL' 3023 - 0 �TU_AE'l 11 , 1 J 1]1 .1 - L 1,1 L, LL J fj 1 J 1 1 JAI LJ ��1L DOUBLE I � mcnI i J Il LLI L-TL-I_ 1 -jl-u ul r _L i_!1_ !Lr L 1 I I li 1:_ 1. �JJ_1�1 L iJ I DOUBLE \ DOUBLE 0 0 1�� — J! =1 1 l_1:I 1 L_11 I(`l i !_ I1 i 11 a Jl- 1 ,. !_1L_1_ I �IZE o MAT �j LLlL '! I' I � I C ! z 0 � 111 —_ --- � o w 1J L' (1L _,L't 'I 1-1' _il _ L:� 1J1 L --1,11_ L11_J _ill_,III_J1__l,_'' 1 -- _ l 1.1L t'J 1L ;_11. -_ 1_J^11.1 _ !11._Ll_ IL 11 � ,_; ]_1 _i HUNG HUNG EGRS - --- �:. - _ t:I: 1, DH HUNG r PROVIDE FLASHING --- �'„. �: '.,c _ a , a L 1i 1! 1.11--L_L1�1_JL - Li '_ll wit: 1 �� _L_ 11_LLI 1 l 1- _ - J-: 1 1:' we^.: gyp" i z O T L _ LJJ 1L 1 1i� L -_'�1IL_. LJ1_" u- J.Ll- 1_'J Ll- _ll-LI- 1_-ItiI_IJ-_I1_JLJ�,_L�_� - j AS Q - N Li .11l1_ll ll _ll-J 1. L'.1' 1,11J!1_;Lilr_-u_t, I_Ll LL!L«i_J�LL -- LJ1- -L 1Ll�L-L 11Ji__l l-!I_Ll LI 1J.�J11]_JJ-1L1. __I _ j ! ''1 RE D. _-_ ,,-{,. -- O O LI-I 1L_LL 1 __ _ _ _ I -t-;? O p- O 1: .I_L J 1Ill1J11J_!_ L L L--1 11-Ii -'I_!! !Li! ii !',_IIL_� 1111- iJtiJ I_i �:1LLJ1_l11 1�i_it! III' - - --- --- - -+- c� J1.111 _`l._1J� J _L1 L1LLl_L-1LJ L LI. 1_1LJ_1-L11J 1 l i1i 1L1_ LL �_1 ,I! i,1L1LL '1_L 1 !:�Jll L 11TJ1-111L'L.Li _ll_1-1-I: 11-1.1 J LJ it I L-L 1!FL11_L11,1-u.1!JLJ_';1 Lil-iL -u1 J lI_'L._I llJ_ 1 J J J _.1.1 1 _Ll.:_ �L - u _ ° _ _ - 12 _ :. N r ASPHALT SHINGLE ROOFING 2ND FLOOR 11J; -11 1_ll1J 11, -_I I-11 11 LiJJl_ll_I-11 I I _11-1 U-1111 I I _1`-ll t_I L_1.11J ff -Lirl. L1 �11�J.1_�, Ll-1', N r - i2 — 1 ll ll_ L 1L L_.L,_._I- J J _11J1_ L LL _ 1 II J L 1J LL.J_L :1 J 1 1 - J-;- __ - -- f 1211 _ .. - - -�'. '�N•1 �` ® J J .LL_Ll_J,_-1LJL _ II !_I_J -L,_1_J _-1.1.1J'.J�L1 I_1L 1_LL J111_-111_: :I -L 11 - „ IO - 3 I/2 1 'J�_ 1LLLI LJJ_ _W_L ._.11 Lid 1!-Ll- _i.l-1i J_l' JI 11 !� J : ,,. .�-- .-,. _ '-'- -'--. I' /�'tV - \ - L - _L Jt1-1_11-JJ _ .u_ll11i '_ \ I 3 _1JJiLt L ! J_ LJ11:J 3 �� � JI 1. 1 11_I_ --__1 L�_1 L � L �� I�_l�JLLi-.L11 1-11J1_ .J_!1.1 1 I n E I1 _ _1ll _ 11 1LLJ1. 1_..L. - ISt FL, T.O. PLATE ILL_LLL1 I-_!.I L1_ L1� ,I I I1 I I I � .. _ -_ JLI �111 L L� Lll. IIII J 1J,1 _._1L_J 1J _l J - JJ 11�,_11® __ J�-11 L L L U :1 ILJLL 1 Ll L_ll 1 1_._,111 1! _I r-:,_Li�1 _ -- 9 - O LLJ 11J L1 J JJ_L ll__" J_LLlll;l 11_ _1� ._L 1' I1_u�11J _LIJJ_11�i_., 11J-1.11 1 _ L, ILr.�: 1J_1 a l�u 1L - m ----- - -- - ----._ OGEE GUTTER iJ i2 Y1. 1 1 _L JJ 11 11 1 '- J-L 1 1 - LI 1`AIJ I.-11-1LLL1 J _i L1 li LJ: --- u Ll�l L u L.1 = }. . a., I LEPAGE WOOD WINDOWS , L; 111 I111_ 1. 1 I !L_1111 11 L;1 11�ELT J 1. L�LL�L_LL1L1!_ll 1J I 1J 1 J I_!:T 1�1�1_.} J. ��+;� y� �„L y COLOR: BLACK OGEE GUTTER =- -- - 1 -- - --- I I I — I I I I/ I PAINTED WOOD SOFFIT Hmm[m-] 341 1 „ - - -- � II1W/ I-O OVERHANG I 1 _ 1 I O=F7� �� ��� DOUBLE O X 3 S 3/ DOUBLE !1 tu ' CUSTOM WOOD TURNED HUNG PICTURE HUNG �UB �UN� j O 'HISTORIC' COLUMN PROVIDE 8"-10" VERTICAL BOARD SIDING 3421 3421 0 SIMPSON CONNECTIONS AT I I I 1! l 1 III 11I I I � I DO�� � I ! DOUBLE r Q TOP AND BOTTOM, TYP, HUNG I � D-302 I I I 1 11 1ST FLOOR (FIN.) 6 BRICK PORCH O d - COIM BOARDS GARA LOR. BLACK GE a d d d ° e ^ ° e o a d Q a° e ° _ _ _ _ _ _ ° ° n d e a ° a ° ede ° d a e e ` - 1 - ad I I I I I I I I I I PARGED EXPOSED BASEMENT ENTRY STEPS - I I I I CONCRETE FOUNDATION AND RAILING TO CODE I I I I c*1 P.C. FOUNDATION AND w �. p P.C. FOUNDATION I I FOOTING MIN, 3'-0" BELOW - :"" co AND FOOTING I I GRADE OR VIRGIN SOIL • _f HEMLOCK BOARD AND W N P.C. FOUNDATION _ I I p; x' �: . ' BATTEN SIDING a r AND FOOTING COLOR: WEATHERED ,� 0 I I I i I I w m � X BASEMENT I ( I I I I W \Q W Id 11 I I O z ,�11 I-, -------------------- -------------- - -� _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_�__ - - - - - - - - - - - - - ----- rasp O = in SiDE (LEFT) ELEVATION w � N ff CIS 1/411 = 11-0 1- 7- FASCIA: iX8 WITH CROWN TO RED BRICK CHIMNEY - i- z CONTINUOUS RIDGE VENTING WOOD FENCING MATCH EXISTING i -`[` W L i _: : >- :- , L:' r ,� -�-? ' t'-` -1 7r I_i I r_ �;' , L4 P' r - -� -y r _�z t r} i� ' i LrL,,, r L 7 t C 4� RAKE BOARD: IX& WITH CROWN W ASPHALT SHINGLE ROOFING L r, , "li I r i tr r �Y ilY 11 ` TO MATCH EXISTING f,r ,:- 1 1211 FASCIA: iX8 WITH CROWN TO MATCH 12 _'-' ru } r ft } - 'I{ 3 ,' n �' r � f lx4 ?�, T Tt-{ + t T� Y r - j —gll R1M ARCHITECT f EXISTING L L 911Lz :. gl, , tom _, # :. I1 r1:- �- trl:- -- a - I 9 I �-r -r -h z`�� �. � L � T'�rt���;'t �L+ '� j - D t , - ` - D L L _ { { ' .. .�:...,._ �E ARC t _ I ' _ �Y,:7 y RAKE BOARD: IX6 WITH CROWN TO s'1 1L 4 z x ;' yip �--� I I 1 :_ 7�7 `�'i� ��`. � � ,t r4 ,'t a {r` 1Tr�'rT�. � - T �r: _�I>7 : 711r I MATCH f TJ _ - ;. 7t+#L i r _ . I. rJ rl 'S- _tiro �❑'rri' � `r' I I u !'-t +� :,•s. 9 1 :I - GJ �. r L ER OGEE GUT ® 2ND FL, T.O. PLATE - - - -fill- - - — - T �T rL t. r I� , . a 3 1/2" r rL ' y L T 1 1 � I'- IZ 1. L1- .t li I '1T 1 1 i`LL= l-1: T T ' if Ti T CL r= ll' 11 _r 1 �: 11`' TT- �':_T'-1, 11 _Ii-Lr1 1T" i'i' T�iI Trl„'T, I? 111[r1 L IL1' - , OGEE GUTTER 1-rr T l T :rr.1 `r IrT�I,TlI'�1_ir 'li- l-I' III:_1,rT,'1_ Tr :l.!,'?j_�; ' 1, 1-till_ 1_,';1 _l, - '�TI l rF1-r Tit� .r•Jt -,r T .I _ �_? i?� r iI. TI IL aau� - ! T TTriril I, I T 'I_ r r ( T111 ll Ti 11 T, ITT'_ I_ PAINTED WOOD SOFFIT j t i 1 - r � �i - 1 TI ( [( I i TT T ii r7� T 17 '1'1- B / \ / \ TI T`11 1 It I ii r! _L1 r�",1-r111,= I r; I', T i 1 T 30 \ I [ S 26 O 1 u T_ 1 _ ' - 'r - W/ i-O OVERHANG (k T `��- _ /2222 2222 11 .7, T 1 II 1 7 rT r' n 1 7 T7, r.1 302�r r- J ASPHALT--S INGLEJROOFING Y r 1 1 1 1!rr F C`r Trr 1. 5 O N r �. F O lUNiiJ I: z i �', = T r r' rn, BLUE SCONE GRAVEL _ � 1 , WNIN WHIN r _ ri fir!, r''_' t _L 1� ll 1 T'`i r'Li TI - ' r r' l�1 �. 1_ T7 I�Tr T f rl C_ T 1 II r�1 rT rTl rT T. -I - r' , -- Q — C_ =T! r' r_ _ i i f I r' IT 12 1r ' _1 L l a, 3023 I _ 4c _ I I t.I i -r -'r s T r!r r 1 _7 -_l fill \ \ — — — _ 1 �_ ]T�4 T1' I T I Tl :T 7 , i 1 T _ DANIEL A. BUT _'T' �T' I — — — — — — — — — — — --T.�i 7' r T T1LL 'i r L T?'[11 r l l: I T T� T 1 BUTLER, R.A. r- DOUBLE 1- � CASEMENT WIN - t r - '. J r� r: �n �6' „�l r 1� _ r_� rzf r - = T ,' T% ?I' Tr' r'I' it 7:J1. �-:4 - 4: .. , 7`aL='rr -,: 'r rTT. Li l I T -1- - 1 Li` 1r r- i- ' L', „ Ir }-t r. t, " J T 1 r41 HUNG EGRESS SIMULATED C�-IECK AL y t,.:, I. :.I r r _ _r,1 jI �' 1�T r,l �i r',', 0 J i 4 . :, .1i t: - t 1 s N� T�1 1 I7r� T _t II N s�. _ ASPHALT SHINGLE ROOFING z z } {-r+ s�,I 1, � t_ I12 r_ SIZE TOM 4TCH 1 ' : ri ' ' - _'' sw _{� t, _'t tL7 '^tIr II 7I 7,TT ! J, i _ +e , II -_ DH J1='7 -f T.}_f T'7: i TLl 7 ,� `yrYT \ 'r 4 , II li 1 l _r-T���4 r.1��i �L �!+ .. - T PROV IDELASHING Y c ._- I. L 3 - J T 14 , _L- -.I,"Lf-}'r�[�, . t _ _ - 1 �i.l, r'rl,Lfi'.L .f7,-�':` _ 'i _ i, i.r L' _i r-L 5 T _r;- _ -lr: II _TZ ,, ! `_7'I� 'I Y, E - i "L ' 'Y-_ - - I- uLI- � �..L- -J � 1L:- -"LI T T 1 3 �. T 'tf L_ s.0 t1 .,Y,' I;r` 2ND FLOOR _ 1 _1 i � si .r. I .i :r L� '�Y �t� _ ��,� -� ,u :tom 'Il" 1't�t_i- -'L7- - � r ,'r lr T I - L OR - �: f,7 I r _ r . i1 t Q -.- y :',? Jr.,. r,. Irr, . L, Jam' T { f?, l-,u 1,_ �. .. r i n ,ii'4 .7_ i - ,�-' -i r.L'-fr- r _I_z -1- �rl r' - ,4 - �rrrt''- r t'=i: 1 'L.':�rl t ._.;' r, -, rL I' -i',4Y? 4`,r1 .I`c'' ! _:,., ZL, -f.l _ - -Ir 1 .-�-i ,�I + t,--Li-- ---tY�`�}_. -I.' :' '171 .t rY-I+'^:'- r L 10 3 I/2 — 7— u' :' r ' _r_ — —ti Lr,`lr', . `. : i1YT}', \ 7f f .-'1' .u.0 I- .-. �'_ a ,: 1'i�[Y -r7:-ll ��: : -L_?: _L 1.1 -_ , '1�, Ir`i IT „'.. l " ��11_ :'7 �:I;`- _ r_ TL ii 1__� i�,l '"^.• `" 4l) IST FL, T.O. PLATE _ _ L! 1 T T - I OGEE GUTTER J Z W r °' rr OGEE GUTTER O i _III r_1 1 It T7:.._I FOUN ATI �Q " i fT � D ON - rr r r PARGED W ED O } - , T - ,� L J ;� E-+ WOO 6" CUSTOM WOOD TURNED '� - T 1 I I I i II I ! ; , �1 'HISTORIC' COLUMN PROVIDE p +- 1 T ! 1 rl T1r rT' r �' ' r (Y - Jos Z O SIMPSON CONNECTIONS AT O � r � ..-'1 �. � 6 CUSTOM WOOD TURNED z Z O> ill IX 1-OAR - 'HISTORIC COLUMN AND _ O ut r T- s_.z-r 5--10 - w cn -fin- �t Q TOP AND BOTTOM. TYP. 342� _T�? s' I_ - II 11 BRACKET (PAINTED, W � � Q 4 Y R O LT - 1 II 1 II Ii' ._ BRICK PORCH _ � DOUBLE!�` L�TST I 'I 4-O X S-B I I 302� 3021 i 3021 I '' - _.- - W r SIDING' PROVIDE SIMPSON 342-! - E"� Q U O 1 w r 0 w r ,T DOUBLE PICTURE DOUBLE DOUBLE DOUBLE PARGED EXPOSED z - - I CONNECTIONS AT TOP AND HUNG r � HUNG ,,/ T I BOTTOM. TYP, - w cfu I— z CONCRETE FOUNDATION 3 z S T = I HUNG HUNG ! HUNG Q W W I O 1ST FLOOR (Fl ,� L � _ J N O11 e . TIs? j � �Tl j AN RAILING TO CODEBASEMENT ENTRY S ILA UJ � � N GARAGE - GRADE e ° d Tz T = W Q Q +�- N N N I e d GRADE ____ - ._ -- ._ BRICK 4 BRICK VENEER Q— N U- I - FOR CHIMNEY: _ lll I I I I 'ABBEY BROWN' W oI I I I I I U O P.C. FOUNDATION AND ( I I I I I I Z W FOOTING MIN. 3-O BELOW I I ca - I I I I P.C. FOUNDATION I GRADE OR VIRGIN SOIL I O I I I I AND FOOTING I I I I I I I I I I PAGE: I I I 5 OGEE GUTTER • SASEMENT11 - I ( I I I � i � 4 � � " p ti . COLOR: BLACK g -10 - 11 3/4 - - - - - - -iL - - - - - - - � ,- - - - - -1 �- - -- - - - - - - - - - - - - - - -�T - - - - I-I- - - - - - - - - - - - - - � a - - - - - - - - - - - - — — — — — — — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — —I— — — — — —�— — — — — — — — — — — — — — —� LO A� 1 * 1 SiDE ORIG T) ELEVATiON N O N N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. _ 2ro' - O" 15' - 0" 42' - O" - _ - SYMBOL LEGEND All a ° I SD SMOKE DETECTOR 71, DROP FOR ii ii ii ii i i � TAI S i AN RI IL i i i TOPROVIDE FOUNDATIONCARBON MONOXIDE DETECTORPOURED STEPS I u II I p p E I I I IGRADE ro" CUSTOM WOOD TURNED 'HISTORIC' DAMPPR001=1NCs, DRAINACzE BOARDUP +6 COLUMN PROVIDE -SIMPSON2" RIGID INSULATION BOARD AtEXHAUST FAN FOUNDATION PERIMETER OF FULL CONNECTIONS AT TOP AND BOTTOM,TYP. DEPTH FOUNDATION, UAL N- - WALL D: 14 - 2 10 S - 11 8 14 - 41/8 8 lro 'Bit all I I I Ia •� � a I Z5. - pll COLUMNS ABOVE NEW WALL (DROPPED) a ° - NEW FOUNDATION WALL N N - - - - - - - - - - - - - - - - - - - - _ N REAR PATIO ABOVE r O w -STONE ON I I I I d � a Q I I m - - - - - - - 4" SLAB ON COMPACTED GRADE - ° DROP FOR M,O, I �-, I I O "- .�. - ° d- -� ° - ° - d - .- ° ° - - ° ° - - .• � O L HAS SUFFICIENT STRENGTH AND HAS WALL UNTIL B CKFILL SHALL NOT BE PLACED AGAINST THE WA L � - d.T" --d- �� �.° __ • - - _°�-°- � -- - - -- . ": -•�" - - -- -,- �^ .�- - = -- - THE WALL(DOOR ABOVE) T I I f ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN EN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE p I I I I I I I BACKFILL (SECTION R404,1,1) q = I I I UNEXCAVATED DROP FOR I I° }, I 2, PROVIDE 5/8" ANCHOR BOLTS, 32" O,C,, 12" FROM EACH GARAGE ABOVE I' I I I I I I I 1 CORNER OR WALL BREAK, AND 12" MAX FROM EACH SPLICE SLAB I - ,� I IN SILL PLATE (FROM WFCM TABLE 3.2A) INSTALL WITH 25" MIN 6 P,C. SLAB (3,500 PSI) OVER I I I 0_ I I FOUNDATION WALLf 10 THICK X 10-0 HIGH P.C. WALL WITH °I DAMPROOFING ON 20"x10" POURED CONCRETE FOOTING, I EMBEDMENT IN 3,500 PSI CONCRETE, 2 6 MIL, POLYETHYLENE VAPOR - - I:" I I I 3, SEE DETAIL SHEET FOR HIGH WIND CONNECTION A-3.0 I BARRIER O - - I I 10 THICK P.C. FOUNDATION _ 6x6 10/10 W.W.M. ON POUROUS I I I I I ( I (3500 PSI MIN,) W/ REINFORCEMENT: r I REQUIREMENTS "5 REBA 24" O.C. VERTICAL AND HORIZONTAL. 1 I 4, ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE O I FILL PITCH TO O,H,D. 4' - p" I I.e I C — — - _ _ _ - I I 1 WILL BE ACQ LUMBER. ALL FASTENERS FASTENERS FOR / in PROVIDE (U "5 RIAR WITHIN 12 OF TOP OF FOUNDATION, i : PRESSURE TREATED WOOD ARE TO BE HOT DIPPED 0 I I I I I I I I I GALVANIZED OR STAINLESS STEEL PER R311,3 fi 5, DOUBLE FLOOR JOISTS UNDER WALL ABOVE, BEAM OCK I .I.- 8" I 24' - roll I I' I loll I I 5 _ 2�� I I GROu SOLIDI I 10° BEAM POCKET p 1 c� } _ _ r (2) 1-3/4"Al-1/8" ML r - - r - - - r --I E I T - - - _ =I - - - ° DROP GIRDER — — — — — — _ — — — — =T — a — _ — GROUT -SoL — — — — L _ I 1 L _ _ _ _ _ _ L _ _ L 2) i_3/ " 11-�/8" ML�ROP GIRDER L 1 I _ L (3) I-3/4"xll- / �' ML D O GIRDER 1° cq - D l R -T — — — - - I II`` I cA L _ _ J L -1 L J L _ — J L _ _ JI I IIIL _ IJ — = F° r 6' 6 - roll 1' - 6 1/8" I I ��ro' - 10 �/ " I I I a r m ro' - 10" I }° l0" u 41' - 10 1/8" `� Q to" CUSTOM WOOD TURNED 'HISTORIC' COLUMN PROVIDE O Q SIMPSON CONNECTIONS AT i II O I I ► X z TOP AND BOTTOM. TYP, I I I- I PROVIDE FOR I I I I MECHANICALLY I II L la I tt O < _ UNFINISHED BASEMENT _ VENTILATED I r —I , - I J MM tit `; O BASEMENT t0 CODE I I r , 0 v I w _ 0 COMPACTED FILL m - 0 I ( I ( I co 4" P,C, SLAB (3500 PSI) ON r i 11, I 4 MIL VAPOR BARRIER ON3: 011 11 I III M - I e I } 2 RIGID INSULATION BOARD ON NEW 4 STL, COL, ON L -I J r I I. I N 4" COMPACTED POUROUS FILL 30"x30"x18" P,C, FTG, TYP, I I 0 III ` n I ( I I I I I I I BEAM POCKET PROVIDE FOUNDATION DAMPPROOFINIG, I I I I ( I III I I GRO T SO ID I ° I PROVIDE FOUNDATION DAMPPROOFING, tuu DRAINAGE BOARD 4 2" RIGID INSULATION I �° I S' - 5" �' - roll T �' - roll 1' - roll I I 8' roll III g' _ 5" �.e I DRAINAGE BOARD d 2" RIGID INSULATION w ~ BOARD AT FOUNDATION PERIMETER OF FULL ( BOARD AT FOUNDATION PERIMETER OF FULL DEPTH FOUNDATION, '.I ( ' r I r I I .-1 r , I I III I O I.: I _ DEPTH FOUNDATION, - - - - -_ _ - - - - _ - _ L _ 2) 1-3/4 11-1/8 L DD�( OP GIRDER- LJ L _ • N ARCHITECT. o= _ e I I I I I I I � �I-A I T I I � O PROVIDE 4-3 X 2-3 CLEAR MASONRY ` �✓ �°-'C�,•,).-:�ti < T IR 4NC11, 11 II I L ` — L _ L — —' f�i r L N I L I I - - °I OPENING FOR LOUVERED VENT, TOP OF * f F�. OUT<,c n I I i " n P I I I U I I I ✓ II II I II — 0 i - 8 ro - 10 2 - O I u u u u I I u - 0 d' VENT AT TOP OF FOUNDATION, °�. (1 I I PROVIDE 4/8" TYPE "X" GYP. - ' ` - r- I I INISIA SA AI u n nrll � �, O _ ° I ,� � u o PROVIDE 18 MIN, CLEAR FROM SILL, tea "• �. 10"-I I Im I I O EI BD, ON LING ABOVE - - I I I PROVIDE 2' GRAVEL FILL AND ' FURNACE FOR A MIN, 3 0 I _ _ I _ DRAINAGE TO STORM DRAIN SYSTEM, (2) 1-3/4 11-1/ ML DROP GIRDER I I 0 _ FROi�AL� SIDES PER CODE. ( I m It ;w �r }"'' BEAM POCKET I I L - 2� �� ' 2 tt = I I GROUT SOLID I FURN E (DIRECT VENT) of I I tt I i- ,,\•�� 030`� ,� I I dIa 1 4 - O ro - 5 .- A-3.1 (2) 1-3/4"xll-1/8" ML. HDR, " I I I ° I I I r BEAM POCKET - I - J DANIEL A. BUTLER, R.A. OVER OPENING COMPACTED FILL GROUT SOLID I I I I HWH I } I. r — - � L - - - - - Ld -� L L(2) 1-3/4"xll-1/�" M11TROILG1 DER e °— all 6' - 10 I ol. 110" I 8' - 5" L - - ro�� 5 - _ 6n - - - _j ro' - 11 I .I I loll 1�' - roll - - a) O� � al 8" THICK P.C. FOUNDATION (350012' - roll 4 3' - O" 'n PSI MIN,) W/ REINFORCEMENT: I U I Q/ z ,��' LL lu 05 REBAR 32" O.C. VERTICAL. PROVIDE (1) N5 REBAR I I I, I O NEW 4 STL. COL. ON w I" (V i-3/4"Al-1/8" ML O � WITHIN 12" OF TOP OF FOUNDATION, - 30"x30"x18" P.C. FTG, I U 0 a u' ° l I TYP. I w l I FIREPLACE a Z Z O 3 9 I � - I I \ / FOUNDATION/FOOTING, O '4 IL - COMPACTED FILL I I qk -'I \ /I PROVIDE 1 LAYER "5 REBAR - Q 6 4 O a o I I I m I o Y \ / j I p - Diu � o Q 4 12" O.C. CRISS CROSSLu id OPEN FOR to" REINFORCED r lu f- Z O v N CANTILEVERED HEARTHtu Q } J Q O LL O N PROVIDE TIE DOWNS AT EACH CORNER SIMPSON Q +- N U HDU 5 (TYPICAL) - SEE DETAIL SHEETS 5/8 AN HOR _ O O BOLT, PROVIDE 4 1/2" MIN WOOD MEMBER TO ATTACH TO OBTAIN 1810 LBS RESISTANCE t!1 �� �� ,n � PROVIDE 5/8 ANCHOR BOLTS 32 O,C, MAX, ITHIN +� I "J - - - — - - - - - - - — - 1I _ - - — - _ _ _ - - — � I i' oFEACHSPLICEINs1LLPLATE p '; -4 =. - -:. = - -• �° -, - ° - .�:. - I SEE DETAIL SWEET FOR INSTALLATION U 8�� I - - - - - - - - 21' - 3 1/8" - - - - - - -8 - - - - - - - - - - - - �Q H 6" CUSTOM WOOD TURNED 7 Q 'HISTORIC' COLUMN PROVIDE I I O NEXCAVATED PORCH ABOVE SIMPSON CONNECTIONS AT I I I I PAGE: TOP AND BOTTOM, TYP, I STONE ON roll CUSTOM WOOD TURNED ' COMPACTED FILL `9 4" SLAB ON - I COMPACTED FILL I 'HISTORIC COLUMN PROVIDE '- COMPACTED GRADE I I I SIMPSON CONNECTIONS AT g TOP AND BOTTOM, TYP, ai ao N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED FOUNDATION PLAN A�2 ,00 N 1 - v /� N 1/4" = 1'—V" O N 39' - ro 1/8" A-3.0 --- 11 - roll N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 2ro' - O" 15' - O" 42' - 0" /� �'` v I I I I I I I I I AREA CALCULAt101�S: CL a I I I I 12' - 4" 8" 3' - 8" ro' - 4" 11' - 2" 5' - 1" 5' - 1" 3' - 11" MAIN L 0USE: a I I I I I I I I I I i I I I I = I I I I I I I DN FIRST FLOOR: 2,929 SY, o O I I I l l l l l l I I I I I PORCH: ro30 N S,F, p I I I I I I I I I I I I I I I F I I I r------ -- I I -� SECOND FLOOR:------ --------------- - - - ---- -- 1,49>2 S,F, o BALCONY: I I I I I I I 211 S.F, 0 I Broil O,H, F,D, GARAGE: r'o16 S,F, � Lu Q iv I I EL: +O'-roll I I roll CUSTOM WOOD TURNED , CON INUE R. 'HISTORIC' COLUMN PROVIDE _ POOL HOUSE-. 340 S,F, Fire separation / / I SIMPSON CONNECTIONS AT = PORCH: „ I / (3) 1-3/4"xl-1/2" O I50 S,F, 5/8 ,C, GYP, $D, req r asp I ML, HDR, TOP AND BOTTOM, TYP. SWIMMING�OOL: 800 SF ON IWALL d CLG, I S Code /. --------- -- ----------- �' a I / I - ------------ -------- -------- --- ----- — — — — — — — — — UJALL L�C� � o AIR SEAL At � / � — — — — — _ (3) 13 4 X l 1/2 ML, HDR z O i 1 3 I L: +D'-2" I HOUSE / GARAGE / TALL STORAGE CABINET p O o _ ,i WALL 70 REAR PATIO_ u n I N I L` O-� I I i I UNDERSIDE OF i � (AT GRADE) 5 /8 5 3/8 � - - ' ' -- �" NEW FOUNDATION WALL � ii 1 ROOF N _ _ IT � � 104 _t, 110 105 7 111 - w w 2 _ - TWO CAR I , ui — ii ",ii, 7 - GARAGE o / /�/r , /� — - I i STEPS TO _ LAUNDRY I �� NEW WALL o 0 0 6" P,C, SLAB _ CODE- 3: tu ' --------------J r (Y r Q O I SLOPE TO O,H,D. 2 TREADS ID ro" I INSULATED I �+ ° I I ° w ' I � ,I I F,c,s,c, m / A- , 25 - O 24' O" I / 17' O" SY1'� OL LEGEND I I I / 2 I EL: +O'-ro ° / 8' - roll g' _ ro�� EL: +1'-roll SMOKE DETECTOR W-3.0 2x12 C,J, 6 roll O,c, I I L ROOM / ATTIC `_Q BEDROOM •1 ° O I ' ACCESS 9-O CLG, HT, _ _ CO CARBON MONOXIDE DETECTOR =4-01-211 0 /iii// rill/,/<'r/ O O Ul 9-O G, HT, - I 1 2 I PROVIDE 5/8 QUITE I EXHAUST FAN L• O'-d�" I I D I N \/\' TALL kRAGE CABINET I I S / I � ROCK GYP, BD, ON / Q' i /'\\ / I BOTH SIDES OF ALL N " N I ��---�� ��---�y I / WALLS AND I 2 I '' UNDERSIDE OF ATTIC ACCESS D •R-� , ; 11 ' I MASTER CEILING I 1 HR. S'-O" LG, HT, 01 I i 2x6 BEARING WALL I _ I I ° I I I , „ / I / LINE OF FLOOR ABOVE r/ /., 11ro / _ / 108 2x6 BEARING WALL , -------------- ----- -------�-- \-- --- �, r:/ �, .�,,,�;v///,.r/,:>%.i%r,, .;�„ n.- \.i,,;,;. — — — — _ — — — — _ — I�AL.L r.. r. I ry • _ 101 I - T-O" X 8' O" ABED OPENING I15 CL., - ----------------I ' I ----------------------- / ❑ V 'I I I / (2) 1 3/4" X� 1/2" ML, HDR 2' _ ro�� 4' - roll 3 _ �� i C'f �T� TECO ALL CONNECTIONS I j, U1 I � ° I I I j STORAGE SHELVES C5) i I W - oil O" ---- Z I I I %,r//, ,iiir BATH 01 cil Q = DW p 0. 1 U I i a / LAv. S'-O" CLG.WT. i - I � `Q \911O O Itu 3' - O" �� i I Cal _ = I A _ roll _ a K TCHEN p I I LU 0009M i f!l i 4 - roll 3 $ j i UL " �4 c� / y 60"TALL Wi I p O ' I = O ° ° 9-O CLG. HT, , v I 1 , -i 9'- " CLG, HT, z GLAss ABOVE LAv. i `Q F O `t 12" O.H. I r sINK �9 O `1 cil � - = u I i o X cv ISLAND O O , J i ' I I N PROVIDE ROCKWOOL I Q ! I O ``� d TRASH i X I I SAFE AND SOUND I m j o / jL tu U3 INSULATION' AT ALL i S N TUB O INTERIOR WALLS AND O m O ° I - __ _ �I _____ _ -CENTERLINE m ��� (� I I BETWIEEN FLOORS I z `D a rue �p 2 -I O 5 - 6 2 - O RANGE< I f� I , r , ,� `Q a d) i ——— HOOD ABOVE " -1 m I F•L� O = I / j III 4 d - - — / w ;n - / ---- - --------- ---- Refrigerator------ / "f'-O"�PENING 8'-O" i I 1- I / 2 6 BEARING WALL / I r / / _ _GASED _ ' s WR I I I I I II III II I II I III III II „ „ 114 j I �� ARCHITECT: -CIAI I I n III III l u l II u l u l I ILJ INSULATED (2) 1 3/4 X 9 1/2 ML. HDR - O / 12 O,H, I EC: I 1 I II II II II II II I I O I 113 - �»ED A C I TA� I R L I I I I I I ' I F,C,S,C, I I � UP I I II III III III I II I, III III IIQ � t Ci D I I I I I 1 ( /rG� 61 1 I I COVEREI? I III II II II III III II nl ; 111 l��J \�� A @ O I I I PORCH I I I I 10� I - / �� aQ r O I I � ( TONE PATIO) � , '/ W�,LK-IN __ - m — LINE OF FLOOR ABOVE -;_� - y 0 9'-O" CL6, HT, CLOSET_ ° % I � cA NX r 0 ° A 3.1 I I 1 100 O ENTRY FOYER = POWDE p _ ROOM F We / 9'-0" CLG, Ht, O t T J,: "� I _, 9'-O" CLG, HT, I 1 x O O 9-O" CLG. HT, i IT-gl 30326 �O� ctl n -' n , n 101 1 - O N 14 - � 116 III ro - O LAv. / 10 - 6 DANIEL A. BUTLER, R.A, _ i 10ro xro BEARIN WALL U (2) 1 3/4" X 1/2" ML. 1�4DR >C _ ------113__ ---- !-1 ------------------ - ° �` % U CASED OPENING -- {? - \----- / I Q !n `r I � � 111ro m ° � m p 9' - O" 3' - O" / cq 123 I 'A 21 - 0„ N o �j• O DEN �/ Z �4 > Q z I I =� LIVING ROOM O w fQ w _ 9'-O" CLG, HT, I I w 9'-O" CLG, HT, 11- w } �- -I — — — — CENTERLINE Q — % - Vul IW r O f�x �5 w woo Q Q Cc) Q U = i 36" ISOKERN �i/ Z x O N `4 I WOOD/GAS cl) } O O ( O 122 i _ FIREPLACE ['� LL O cv Q Q' Q � N N N roil I ►--� � U 12" O,H, tt �- /Nk I 121 2� 119 118 _ COVERED PORCH 3' O" O Z (STONE PATIO) N71 O I X II 0 -� Q � i 3.0 PAG-t:E: I (3) 1 3/4" X 14 2" ML, HDR .`' _ L— ---------------- ------- -------- ----------- -------- /------- — ---------- ------_—6" CUSTOM WOOD TURNED -------- 'HISTORIC' COLUMN PROVIDE " , ? T='M OS I� � �� �„_OO �� � A�2 . N 3 - 9 3/8 3 - 9 3/8 O v SIMPSON CONNECTIONS AT CN TOP AND BOTTOM, TYP. - roll 32' - O" 1/4" = 1'-0" N M N N AND ACCOMPANYING SPECIFICATIONS,AS INSTRUTAENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AREA CALCUL IONS: MAI -HOU$E--. FIRST FLOOR: 2,929 S,F, Illy 4 PORCH: 630 S,F, SECOND FLOOR- 1,462 S.F, COLUMNS BELOW -t BALCONY: 211 6,F, E IL I - I4- --L- -t GzARAGE: S.F, ' J 11 : 1 'FT` -11 i T p; 11 -F- it I-- ITT Vi F7 I-� I , -r TTTF1T1'iF -IF]] 11 11 11 if 7 117 111—F Y. TT F71 -MT - H 11 11 I'l III - ! I'I], IT IT] LIT T I I-,i J, I—! l � 11 P I�-I[ I I J It I f -1 t PORCH: 150 S.F.f It I] 1 11 11-1 W-I I d 1i It Ilt t 11 III-VITT I 1 1111 ITT I POOL 14OUSE: 340 S.F. i -1 �-M J[t IT I 1 11 1 1 1, " 1 1 IT I ITT I I; li 11 1 11-1 i li F IT 11 Ill It I I I[ ii Fir 1" TTJJ� 11111 iIfl- it Fl t -!I Ui ll�111" t F 11 1-1 F Ti1-1 ff� - I i OI 1 I' IIT 11111 �i :1 F 5 TI' 111 JT 11tt-11 I 11"] 11 > IT ]I-� 11 F I- -J F�l ii I Fln ]1 11-11 ill', FF I. II`T1F -- I]fl 11-11 IT -111 F1 I-,V-1 Fi p l '111 'I '7F I r, -r T1 I I 11 11 Ij 1 11 1111 I 'll; 'itl1i ii It 71-11 1 IT I F-11 TF-1-171-1 17IT 1� J, T' -11-1 I T, Fj T 6WIMMNG-POOL. 800 SF I It I I I J- I I_ __.(1 I, T�-T�Ijljl -TI Tr-�7-[1 -T. 7171 1,t T j-1 _7 I IF7 I-IT-IT-I I FTF IT, T1 -7,r T1 F L7 -1 -1 11 ITI ju, ii it 11 1 h I IT Ili IIIHI 1 1 it ill TIT I 111 11111 Ill -1 -1-77-F-TTF-ilill! I Ii I I: I I it I[T, 1 11, P r It 1 11 1� T 4- tT[ 1,T1 1 1 F., p LI 11"I'll Ili 1�t I, t I 1� I—11-TT'-I' T' L�l I F, I ]F�1'I IU-1-rial' I I F� I I I T 1-1 1� T I I' rl-ti- FT Ff F F it it -F .21 711T11fl 1 7 It I' i I I- I n it 11-11 IT !I It'i Ill I F11 I Ill 11-TI 1-1 F I I T-1 i i 1 11 H �I -4- 1 IF]i Ill I'l-IMIT17 --I T- F-11FIlt 7, -IF]-T-1[1' -h W I It ['I I iP I i1 F It - I ALL 1, NE) F J ji- _ O _- - -' _ - - I I FT i I I I !1 111 171 ITTl J7 I I-J-I I iL;I -L Lj 1, 1 IT RAIL TO CODE w 7-Ft' -,I I , I , I� I!I 1[11-17- 71 - - 11 1 1 FIFTI Q I T17 -111, F1 —jl � I I-TI-J,T 111-171 FlItTT -1�7 F -1 VF�i,I I 11`1 F1 FT -n P f 11 F] 11 11�l 1 11 1 �-fl -FIT-11�7-1 -T 11, - , -11111-11-1-ml-I M-11 ��-F-Tl ll F r 1 17 11 It I T I t I [I fi Ti 1�1 FTR F1 I 77t] ► MI i� I] I-I Il � fl - I NEW FOUNDATION WALL-111-, FT I-VT-11 Fit FIT-ii I 1� I [I ff Itit T 11 1101 TT I Ti. p- 'I LF I- I l4 I 1�7 TJ I [,,fl ji T j- -I- _dZ1711 -T jjj: -1-1 F IT 711-1 Jl-i] IT II I 111 Fl 11 TIT T 11� I T �,- -, r ; - 1 ,- _ - y_. '_-- - �O 10i iiT1 i T I_ J `T�1' T, i-T1-1 ---[-1 ITl llij� 11 1 IT - - - O > lItill j pi Yi -IFIFTI'l- I Tail - FIT NEW WALL I 'TTI r'71 1 11 in TT 1 rr 11-1 H 11 IT if i I j F'11] nj I 1� Tj-�j I'll IT L-- - 11 111 TTJ 'I �-`T 11 1-7- lj� 'i I F!-I Fli 11-1 1 R IT- 1 ' it 11�I t I 111 fl H 1 11 1 it I-T] I-r! T 1' 71 TI-171ITI-T-TI711-TI-11- I [I - j% Of rI j 1-1 111-- [] if q-17, I I I i� 1 -1[ -21 -1 1 ]11-FIJ 17 11 Ul I� it J- -11"ttil -LI-Ij L"-i It [, Mill`J11-LLLIL--1.LJL- i5 -to i� tl 11 it 1, 111-1 11111 it 1, 11 it I 1 1-11-1 '-J-F I [1 1 I-TIT11 71 ill ILL IL-It Lil 1 �j 11 1� 111 It 1 11! 1: It IL 11' 11111 it l� 11 i II-ILI 1 11 I-L 1 111 7-rn -I I] il, it F I I H 17 fi-11 --_ = I- ,'_ - -__ 5-- -4- O- - -,- �I._ _ , _ { I �r- , --LODEC ? - � i =�- , I- I: F I- ill lI I-' I JI I I-Ij I I F �LIII�Lj-1 1 TrII 11 1 i T.[ I f. 3: -11 11, 11 11-11 1� 17 IT00 i -1_, .--; - LI I REMOVABLE It 11 li III it [m SYMBOL LEGEND, I-� - - ` -,_-O I- - - O -, - k - � � -�.-- I ! I � I DECK BOARDS 1i i� tI T-11 IT l Ili I i 11 L C14 I IJ L Nt FI IT I', J. JUIJ RIP I I] -J Ij IT I I' I- SMOKE DETECTOR F - ii I - - - I Tl "I 111 -17 Till, lill i 1111� li ril-i I-TRF 1L1t JI T-1-1 T CO CARBON MONOXIDE DETECTOR I' F7 ji "1'-1,11 j -17 IF, Tt I'l I! TT ! : T 1i T 11 L 11 1i I -_ - 0 --,- �j 11111I I t I It _ - O L-11 111] j�-Il [I I if I -1 J=I l� O r ,-- - f— -- 1-'- M-' I- J1-I i T i I L D t t,,-LL UdLl Ll�iAlL I L-LA T' ' 1 _ O 11h.1-11LLLi-LI1LjI-LdALLi I!J- I 1 -- 1,-It I I- -11I I J-1 11 -11-1 FLZ 771 71- -qj. L J�- - - I -0 - - F -i- -M-J 1-1111,1 -L I F 11117 _ t O- -,- - - - --O - 1 - - - - _ [ _= 1 l - __� s-=1 I_ = tT EXHAUST FAN -it I, I I -1 F1 I 'T FF I I_. - - -- ,- - - --{ - - '-t-{ - - ',--' f _ r0 -- -1- J! 11 y - - - -- - 1-1 11-T! !I ri (I I, r 1-� I T- -1 1 =1 7-L � - - - _ _ �-- 11 = 4� XX W//////// r4-Er�-L F F -7+-_T -r- - tLO O- m 0 0 I MOUNTED 6140WER NEAR LJ 4-= BAT14 04 .0 F - r I I J, 20, ro o va" 4�. 43 -477 Lu S- CLG. WT, I 1 f--4 O o4 -1 j 10 __j 14" 1 BEDROOM 04 f/j I 1 -.7 ro, ro 0 S'-O" CLG. HT. -iff / '12" -- _ -- - - tn 0 cq w 0 Lu _ '- � 1Li 1 O � r _ N x x LL T- -7 0 CLOSET /w/ow/ft t J- 3: 0 F W 0 01 TUB 2. 14 0. fo 2x(o BEARING WALL / , -i t F -j T�'I R ',TO T- OW LA ul 71 IT P v I r10 �E 6N n 1 il�ili,d IILL F7 7 --11-1 LI 1 !L- i� oTN lLl; Ly I I] I! 13 ATT1`C [-ILI ARCHITECT: CLG, WT. 'I it LI 1! 1 it, L ACCE.-1� WALK-IN cj'-O illI(�2 CLOSET -i WALKJ-N- �3-1 Li= 6 HALLIJAY IL il-t I I 6 ILL 1-t ]'I Of j1-1 , I L C�I E 431-011 1 [f x c WT. Lfl 111-111 11 ILL11-11 -�!A J'-O" CLG. HT. A L CLG, WT. 1. .11 _r - _f}� - :L�' L I --j j 41 - 011 41 - 011 ro T - 0" -Ei I JL 1-11-11 ELI] I L 11 11 L�11 1HI'l Lll-j I] 111- 1 L Ii MAI IT fLL1 CAI$ 7 -7 11 7777/7 7 171 C-4 17 it 1 1 1 1 11 iI 2x BEARINS WALL N E\WN' r r)ANIEL A, BUTLER, R.A, r =T f z LU -- -t- - - _ - - Z W Lu I F 113 43 LU t-- J- tu C2 .4 lu 7 0 F- 6 D=� LA O 3: BATH BEDROOM 02 BEDROOM--!3 9'-0" CL(�.'WT FRAMED CHIMNEY lip 12"ll S'-O" CLG, 14T. CLG. PT, CLAD W1 BRICK VENEER f u- > U Lu lu -L�T-j z O XrS we C14 7: z (90 TALL J STONE CURB UJ/GLASS fu -I--I J W U Q Q tt Lu ul 17 12, - 0 12' - 0 CIA J-t-- c(I > C14 CIA (q C4 -LLJJ, 11-1-111-U-Ll-111-L! [I It 1:1 1LLL1-ILiiAI 11 11-1.11L[LIJ q 6 F fj) 0-1--j- 1, 11-il 11-flid-tLI-1- 1-1 ILI L PH E LILI 111 11 d tt 11JIj I] [1 l I1111 L, J 11.111 11 TI-Ill -L, 11 t H 11 Jhl-lfli�l �Ltl, iLLLIIII-1lJJJL1iJLUIJ IILI-11 11-111-1I ___ - O O= 1117 III it !I U 1 ,-1 L 'Tt IJ IJI I ill]111 1[ 1 d 11 it III 11-A I IT-11 U [1,it LI 11 jIJ : HIT] 1 1 i-It-iLLIL1111-1 -I- , -3' 12"- dL,1L LLi 111-1i-IIIIIA-1 Ll i IL u [j 1j .t j 11 1 11 -1 u HAJ -Ili -IN IJI I],, 11-t 11 k-1-111-11 j I I !I Li I ";I A [I I , - - =3 11 TLILi-ILL L-11dJULL-1.11IJ I-ILI-ti-I-Li-I-I l 1.1 11- 1[1-1 IT- 1 1',' L 1 L I[ ti-I 11 '41[LI 101 ; ;d LL JLjLL4 JUL_I j__tIl_L_ JI I L IL 11 a J[ j It [1 1: 1.'1 it !I t - - -0 O O 1ji-IIIJAI 11 Lti-All 1.1-1 1 Jj 1LJ 1 _,III , I 11 J- Ll 11 J-11-1 1 LLLLIL --�LUAL�A-Ll -11-111]A-A-1 I �[Lijjj .dj ]I I LLEI 41YLI] 11A I LIALI U A El L[Llull --111" z �p-Llij LJ]ALI I L �-IUUL�11 JUILL1 I it J� LIE It I- -I 1 11 1, 11 1! ITI U-111! Ll 11111 1111 1-11i �L 11 JLI t -ALI 11 L-111-1 11 ILI 111-1 UU Ll-1:JLILI 11 U!J[- tL -1 ULL I I L COLUMNS BELOW LLI LA :I i]1t I A- Ii I-I it-111 1A L 1 11 �I-It--1 t-LU LI-11 ICJ__L! 1 L�i-I I b, 11. 1i 11 I I-d I I it-[1,1 11'1�1:11 1"I I d 11 U I-I 1-, 11-11 :1 -1 it 1 J , -11,11-11-j! t LL �J I d-j!_1 LL,LI I-,'I- U�I[-ILI i I It-I I 1 1 1' '� it JI -!I LL 11 IL LL I Iti-L11-1 I-1, ,II 11 1 11LL-11111', _I_' [I-lj'--11 E'-It--11-11 1-i lj-tL- t Ll IJU I- ,[-I' I H 1-1 li-11 LI-1111,L It 1,1 11 LLI 7: LL,Il IIIJIT-11 ItW11h 11 -1111 1] It it PAGE: Lo V-O FIROF108ED 8ECOND FLOOR FLAN ce) A 2 ,02 ch CN 11411 I'-Of' IT cli 321 - 011 CD C'4 JL -F 71 11 E C14 TH ESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITIECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I NOTES u 0 I. ROOF VENTILATION 1:300 OF THE INSULATED CEILING AREA UNIFORMLY Q DISTRIBUTED SAVE PROTECTION t0 EXTEND FROM THE EDGE OF THE ROOF, pi 3(o UP THE SLOPE BUT NOT LESS THAN 12" BEYOND THE INTERIOR FACE OF THE EXTERIOR WALL BAFFLE AS REQUIRED FOR ROOF VENTILATION o RSO5.1.2 ICE BARRIERS: IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING ALONG THE o r _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EAVES CAUSING A BACKUP OF WATER AS DESIGNATED IN TABLE R301.2(I), d) r 1 , AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, METAL 2X12 R.R. EXTEND t0 HEADI`I BELOW ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE- u TYPE SHINGLES, WOOD SHINGLES AND WOOD SHAKES. $ LINE OF EXTERIOR WALL BELOW THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF ( I I I UNDERLAYMENT CEMENTED TOGETHER, OR A SELF-ADHERING POLYMER- a - - - - - - - - - - - MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL u - , ❑ ❑ ❑ ❑ ❑ ❑ UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF = SURFACES TO A POINT NOT LESS THAN 24 INCHES (610mm) INSIDE THE o 6 I EXTERIOR WALL LINE OF THE BUILDING. � ru oa I I I m "' o I I ON ROOFS WITH SLOPE EQUAL t0 OR GREATER THAN 8 UNITS VERTICAL IN 12 W owc - - - - - - - - - _____ _ __ - - _ - - - - - - - - - - UNITS HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS z o I T - THAN 36 INCHES (Sl4mm) MEASURED ALONG THE ROOF SLOPE FROM THE gTo o a o SAVE EDGE OF THE BUILDING, r $ 0 EXCEPTION: DETACHED ACCESSORY STRUCTURES NOT CONTAINING �v I I N I I I I I I CONDITIONED FLOOR AREA. ff I I I I I I I I SECTION P3103 VENT TERMINALS x S" / 12" I I I 2X6 KNEEI t ALLSTO GUARD RAIL P3103,1 ROOF EXTENSION: OPEN VENT PIPES THAT EXTEND THROUGH A HEIGHT OF 42 U I I I ROOF SHALL BE TERMINATED NOT LESS THAN fo INCHES (152mm) ABOVE THE I2X12 RIDGE �� I ROOF OR fo INCHES (152mm) ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER 16 GREATER. —� 2X12 R.R. m 16" O.C. - 2X12 R.R, m " O.C. o wff, [ _ _ _ _ _ -I I N I I I I WHERE A ROOF IS TO BE USED FOR ASSEMBLY AS A PROMENADE, L N } OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES, � w I I X I I i I OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET (2134mm) ABOVE THE ROOF. P3103.2 FROST CLOSURE: WHERE THE S1.5 PERCENT VALUE FOR OUTSIDE N I I I I ( I DESIGN TEMPERATURE IS O DEG, F (-IS DEG. C) OR LESS, VENT EXTENSIONS ELF I I 1 I I I I ( I THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN 3 INCHES (III IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT G 1 I T I T I LESS THAN I FOOT (304.Smm) INSIDE THE THERMAL ENVELOPE OF THE L I BUILDING. � I rl'r I I i i I, m I I I I J I I. 1 ' - O I i i I I I i I I i i i IN OF EXTERIOR I 1 :LINE E ER R I r w WALL BELOW m l I I I I NOTES: ram.. I n--1 ' I' i L _ S 3/A-3.SEE O FOR AY DETAIL A R E E DE L N FRAMING.I : m D FR G I I 2X12 ) , R.R.R 1 O.� i I R QC �1 O ❑ ; 2X10 R.R. 4 / 12 _ I I w X F...� d 16" D.G, I X 1ll 1L i i I I I 'I' H II I I O I 3 / 12 U 1 LLI_I U I�U L1LJ U.LI LI L1u 1J u _U 4 L1 J L1L ,L� - L�1L1���L J JU U UJ U U LL Ll U J U U' L1JJ L ULJ - wI LLu LLLJLJ a lu L ��J_1 U U J U u i �i- U LLJ u u u J 1J LLLJ L uu II _ - C - - - III L.11 J 1 U. U U. U. ull u u L U�JJ L - - -� I'� d tI) - U j�L .LiJ L- - LLL IUL WJL Lj LIJ LI L UII Lld�J I O f� U u L1J Ll-em u U L1L1 L LJ�-u 1J, L1= � " � U t_j L L L' I W %J ❑ L L LJLJ L'LLJ Li U U LI I - J - - LJ �i LI_ U L LU L L L_' U J L u u L J c� - - �� - "U t4 u U L, 'N'� i Li (L O ai JUU 'I I - :- - �� I CIA "L d:LJUL L UllJ �11 1. 1�' -� F Cc L I _ � LIILu I �LJ n I = o 11 L1 L1U LI �� - _ u_ u L-LJL` L L t L u ,I�T,J L1 - - �- _ J J J= ct) J �' L�uiLJLJ L � �� LLW , L�u I m : u I u J L LLJ L i U r-, 1=.. 1 -1 C 1 I � � 1= C= - C� � LI-- - �� _ — — — — — — — — — — _ _ I ARCHITECT. - - -- C � 7--? -� RI - ``� I4 / 12 � -1� U '9 16" O G - — - — -- — — - - �— - — 1-1ms -�� CI- C �I- � r - y- �- ---��_ -W � � - _� �-1 � �� -�� — — _ _ _ _ _ I 411 04 DANIEL A. BUTLER, R.A. 11 n r 9 n r U n r 711 i r�n' n rl rJ —�— I - N it 1�n� _ �� �� � � >�- a_ --�C -, C� �� � 1 n �-�� n 11 n _ UF r� r n n , r rl L_ c �C ►-� 1 n �nnll r\ 1 llrrnn��nrn'l n " l nr��I iin fl n_Tln n n_ � � C- - J J � � n Ji ITn E �11�n TI Inn l�n n 11 A-1 }- O fl n rl n h n ri n n �_n ri _ nr � n � � n 1I nIn 7!.m i !i n if�1_ll -F i In n � r � =cr � �� n TT MF 1 J ' 1 � i I I] I n'I 1''1'� CV z � ,�L � w r n r_n n r >fi QC n r '� r l�n n[ 1 n n 1, n r i r�l If F nn��r �� 1. nlil' rrl l�ir�� 11 FT I�Q'� 11�rl it n 11 � � n u l l n 1 � li n r 11 n 11 n n 11 l�'- �; n l�n n 1]� n l � _� r� n�111n p w � 0 0 } n r n n 11_ril Jr 11 1J r 1 n 11 rJ n 11 n r i l n ILL. n�InInlJnn7 rn 11 n 11nn_ 11�Ir !Jr r�lrr1� 1 1 _ r r lln llnn l' ri U O z z O J: 1 n n n-u I J n n r n 1tn Ir n �! Inn lln Ir1r nnr nr llnnJln � Iln � "Ilnn- r, n 1 nn inr Innr Ilan 1Tln"1 In nrJ111 Z z O ❑ r n 11J n 11 n r !Inn ! n f l it n 11 n n > Tl n 11 I1 n 11 n Tr T 1T 1 11 11 n n r[ - r II n I Tl 1T n 11"n n 1!_n n 1! n n 11 n n I FRAMED CHIMNEY. PROVIDE w : I CRICKET 4 FRAMING AS REQ'D Ll (�j i i JLl1 IL U.l W Q Q 2X10 R.R. � I i I � ' � LJlil l !. O 1 ! LJ _ � Q w U4 p �t L W LEI fz+ O c4 L� �U�L. I � �� r -Ti I! 11 I1 IJ li II J J 11 IIJ L 11 11_I1 L il_L.L i L 1J ll__ 1 JJ iJJ 1�11 1111 Il_J �111 J J 11 11 ! 11_LIL .I Il L I L J_ I: J_ I. d J O 3 / 12 L1_LI I' 11 J 11 J .-I 11 LI L 11 L_L !,I Lt L it .�_LJ II-L LI-II-J L�1! L 1J 11 LI JI-ll 1_.I-'' IJ ll11_L1_L U._LI L� _uJL.L-L-J.-- LJ_-ILLS 11 1-1 U I:_J.L_1 _J_LI II J I O J O N ILL LII,I 1J L II LL.L !1 L L 11 11L.J. J LU:_ilLl1:-_ll_L_11 11LIJ1_Jli1.11_LI 1_ll-L LI�_l1N U""L_L.l ._L [J-Il L11 II_J L Lr.J LLJ' IJ11_ll-lJ LJ II-Ll J II_;LI J II-J� II 11.L O O } w p N L 1 'I 11 L LJ 1! .J_11 Il U_U L' L! LJ 11_J lJ_11__ll_L JI-_Ll_J 11 LI 1L J1_l1 JL l_11.111 L1 J Jl_1J 11_LI L.L 11 L 11. J.. ll. J L 11 IJ L II L L 11 L L I L L 11 L LI:I LIL cq J I i u L 1 I_LI L.11 Ll.J 11 L1 L 11 ll L 11 11 L i I .L L Ll L 1J ELL L 1L J 1J.- u �- LI_ll-_J J l l L :J 11 -L LL 11_1 L LJ1 L J UI I L J 11 L.J L J L 1. J ,�/ ILL Q N N I 1 11 J I I_ll J 11 JJ L 11 JJ-JJ I I l! 111J1 11 l� I! L� J !I_L1 J, .Ll U l l L L ll 1' I! 1J�Lill11_iJ L_ll Ll L it L L , ! I 11 IJ-III_�j J'J w O II-L u1 I II��L LI 1 L J OJ J L J U I J J U I I J L I 1 �L111 11 J Jl.-_L 1 1 J_Il_Ll_JL L LL! L�1J�11 11,tUJ 11��_J L1..I L J LI I I_�I _IL Jj I I���L l lu lJ''�I_I IU LI�I :IL LJ L J ll L L1I 'I IJ J � - V t _L L1. ,�/ L 1 J 1J I ll _1 LL L-II ll J !I Ll J II L J LI 11 J LI-IJ J LI 1L JLI IL 1 1J.I� lJ JL 11J.LI l U J11111�Ll�1 Il� LI:IL L LIL11 L Ljl-L J L I L L r� �Ll'.J w L J LII I I1 IJ,L1 d L JI IIJJI J 11 I LL LI L J LJI.I:1 J J 1I Ill J 1 Ill J.;11-_1Ll J Ll LJ Ll 1J_U L i t1J__i_L_L I_L Ll_I1_L.,L1 11 J J !__111 1, L I Lu I I I fL111' }- u LLJI II L LlJll L1L ! 11J!111 LI _ LILT Jul,J JL11 LL I I J1 I I JLll JU.I, LII 11-JJII-LI-J.I1 L!_�' !I LL :I L Lfl I L � }- 1J-i I r1. H -I-h L-J-LI-L-I I t-L H-�L L II L'--�1 I1--L. �F 1I L 1}-L b-J L� -+L L_!�I L-+L LU4;m JH,-L JL�LI IJ-1 I I IJ-VJ I'I Q dJ L L_�L-�L }J-LJ L I I � _ _ _ ❑ L WI 1-L 1 11--L1 L-4 Il II-�L-1- I -Li-L1 tLt L� J-+J_J�I I- 1J JLL -w- 1- L-U_ I1 �-LI1�1J II JLIl JLiI LL 'I L-L11 L L1'- JLJI: IJLIL LLU LIl. 11 L. Lrl_UE11-L.L!1 LLL1I__LJI; J11lJ Jul. JLII IJLII LJII LlJII L II dil O L 1_ LL11- I; J.LI:_ 1J111 11 LI 11 L1L11 J-J1 UL11 �LII LLU LLII LCJ1! JLJII LILJL utJII ILlILLJII LIJII L II tJL :I_L-L11 LLJIL ` z w 2X10 R.R. (n 16" O,G, O Q oo /off%� 311 / 12" PAGE: � m x ❑ ❑ ❑ ❑ n. M A�2 ,03 M M LOWER ROOF FRAMING PLAIN N 1/4" = 1'-0" M N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i U NOTES: O r I I I I 1. ROOF VENTILATION 1.300 OF THE INSULATED CEILING AREA UNIFORMLY a l r r l l l l l r r Q DISTRIBUTED SAVE PROTECTION TO EXTEND FROM THE EDGE OF THE ROOF, a r I r I I I I 36" UP THE SLOPE BUT NOT LESS THAN 12" BEYOND THE INTERIOR FACE or- THE EXTERIOR WALL BAFFLE AS REQUIRED FOR ROOF VENTILATION o I I I I I I I I I I I I I I I a A- L ORMING ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED IN TABLE R301.21U 04 ON' AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, METAL;� _ t ' r - I - - ,-� ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE- u �Ir �t -`_ ,- TYPE SHINGLES, WOOD SHINGLES AND WOOD SHAKES, o rL- _ � r r 1 �-y- �-_' -` ' C�4 = { _ - = _' _ �-= f - _ - 1 -r- + 1=- W __ - - I r } -_ - - BARRIER SHALLCONSIST NOT FEWER THAN TWO LAYERS OF a , I - , + THE IC r F t_ I E E OF - r= --1 1 - _ rl 1 (I 11171'(1 I I-f TT1 TI I i� T-Ti� :TTTLi � i I I I?Tl I I I I T�11 =iT ,Tr 1111 T T i_(1 r I i 1�I I>!71 i I 1 1 fi 1 lTl R, R EL DNER ING POLYMER I T ii_ TT it 1.Ii1 (1_ I_ i1r11 1T 1�i II , C1 1 r i T! !I I,T l71TT11 1 1 iC i 1 TiTITT iT( Tll T�TII : Ti : 1 71T TI lr ' 7T� - � _. - ,� .h" __ -. TLF`- � _Tl T' rT I - - . I I !11r 11 -r , - - - - -,: :, - r , -�' _ � r ,�, - � ._ MODIFIED BITUMEN S :'. ,f I _( s r r � r l T I, i l r I� I : r r I I : ,I I l I , � �-r, � � B EN HEEL SHALL BE USED IN PLACE OF NORMAL TI iT it 1 l�r 1 r T r 1 i 1 I r 1 f 1 T f I( nl l T i l�i Il i 111 1 i, III f (Ti : I 11 T I. 11 T in Tl 11 Tf T I 1 FCiT (1 P iI T J r u 1 T_ i-IT-1 1 T TT 1 f Ff _ T1T 1 11 (T 7 i i 1, III �1 T 1 I i I� 11 I - -� - -,- � - . - - � - - ., . ., ., - � - - - - 1 T- a �, , ' r: r - - - - -ram - ' 11 I i l i ! 117 =T 7Tl TTI T I I? 1 UNDERLAYMI=NT AND EXTEND FROM THE =�- _ .I Cr _ - I I 1 I -- - 1 1 _ - i T` 1 I - i � 11-1111-1 T T�1T - rf 11 r(1T I'��T TT I i lT I i? ,I 111 1 1C I (i 1 Tr it T ( �1 F iTl -IT r I :I E LOWEST EDGES OF ALL ROOF - - �_ _- _ ,- {_ -; . ,('-, � ._ .:-. _, _� ., , r ,. , , ., , , , -- r �r � ,� ,_ � :. . T r,- r � � - „ - r , I ;.- , I� 1i , l' (! I i r T ,, . R R - - _ I I I I I I � I - i �? 'I 1 l i-' - I ?-1 T O rf T Tr T 1 r ITIrIII YTl l_ ,I_:I 11 i._11LI IT, 111111 f,T l ,!- ( II_ l T,C fl T ,11_ - Ti_ 1 1 11 1 111 1. 1 ( 1 (1 (11 (i TiTii1111r loll T,T .�T1T, T 11 :Ir11111 Tir. rl ITI T IlrT it 1'T r Y T r - - - SURFACES TO A POINT NOT S I r -� � , � •- ' r� , I f r 1 r ( „ , ITT LESS THAN 24 INCHES (610mm) INSIDE THE Tr1i I�LTIII il!I I ��i ,TfTIIIITT-ifll II-'11� Ilnl I I l� l 1 :ITi-(i I I. II (: li ,lii 111i1 II II ' �, :, . !, li 11 "11� IIT irl =1 Iflir z>- i_. i I �(i T�i iTr F _Tr r 111 T 7 I rl lT1T nTI � r1T1�T1 .: 11 -- - - r - r, - -, - r- -, -- - -: !T- - -,- -~ r n 1 "' r T 1 _ EXTERIOR WALL LINE OF THE BUILDING. - �__ I l� i-Tl I I-'1�-i l l� !�iFl. Ill _ Ti I_ :, �_�1�'- Tl,�f1_ .17T I !. 11: I !111 r 11 if l i li��l i1 1 T 'iT II t1 11T"i iT lT iTl l �I ri 1 � i Ir 1' i li E B LD NG, �. - 1 - - - 1 _ . l '1 - - } T I I7 r -1 - , T 1rT r I:_ 11 —, — — r , T ct� I T�1 11T 71 T'r T `T: I I! 11 r( -7' T I !1 l�I 1-.? �l(l�Tf"1 I i f ill i�i�(i I T' T T Tl I r7 i i7 11 I 1 1 � � I r r iT f 17, :17 I T'-fT T T�71 I I i 1, : ii rl 1T>i I TIT'l I I I 1�Tf I T I 1 :I I � I` - � W - _,- ._ _ ( , iYTl I li T it l� ll ,l >fil ! 1l :I :l �1 ITTTfiII iI !IT ( III ll 11 ,,T, (,_ T-i Tl ITi ( rl TI 1 iI 111 11 i i f �f l' it l� 1 I II r1 I 1 r it „ r:1i iT i TI T 1.�T IT it 11 : 71 T 'T1�1' Y �r - i - -- - r I . 1 - - - i r l _ , , _ I -,r- r � � T 11r1 TTr T1 i,T 1 TIT: T TTl r; ! TT r': 11' I�rIIT � T�_� (: Tr_ T -i`.1�,T'�T, I I r 7 ON ROOFS WITH SLOPE EQUAL t0 OR GREATER THAN 8 UNITS VERTICAL N ER L IN 12 0 I - � r;i` TTr ,:-T'-11 ,' -, a.= W � � . _ i >< �,: i �, �I 1111 :� III71-1TiT-(fl�(i( T ('i Til 11 Il ( 1 (i it I t=1T 1 �I I III I� i� iT 111'lli ( I ; �Ir F�11T - _ ,, r -! _ 1 f 11_ .l T TI 11 T 1 I TTT T ri I Ti 11 _.1 TI. a T i i,T_ 111 - f r :, ,1 r r -+ UNITS HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS N -I _ '�_� I,1�_1� 11 i�f.I f I �' 11 (I 1T 1 I I�l T ITI 1 f I I i(1 I I( >lf I r I I I 117 !I I I l !i ' I I 1 1 i I' 'I I. �1 1 T : I, I i n I 1 i TI` i I I I T� '-(1 T r • o -�i � i ! I I T' ! I T TT� 1Ti hit, I � z .. - -L, --I _ fl_N II -I - 1 l r l T1 T 1 TC ( 1 !rr IT Tn i 1 I l i T THAN 36 INCHES 1914mm) MEASURED ALONG THE ROOF SLOPE F o o -- r r -• _ -- 1 _ �r _ T , C T I _.L_ I l.. --i_ l 1 r I T 11 l it T i T i TnhT(FIT - R L PE FROM THE o a o >' I T I _(. i i I. 1 T r -� r- - ., I I T l ;'I i'TI : 11 T 1 1 II 1 it T 11 - _ T p 1 Tl . T _ i T T r1 Ll n1 ! C11T i O ! :T TI l l 11_ ( i i 11 11 T 11 , �_ - - = T, 1 T l�T, I�T: 11i RAIL DETAIL TO - -- 7 EAVE EDGE OF THE BUILDING. «� a —�_ - — 11 II. — —I r_ _ - - _ T I I I, - —� — W cv z -- - -_- - - _ _- - --- --- _ n rTiT11 TI ( l 1TT TC I T7T I Ii�T f: Tl_ ( 1 1171 II CL1l _I_ .I it Ill 1 Ti I, II II I, if 111i G iTi` 1 N -'- -_4 - T- _ (_ -_ 9 / 12 -I I :Tr "'it I li. :, „11 1' L, — - r ( - r �- a Q -- -_ -� --1--- - _ <-Ir_- r'T �4 7 T r FIA�CI�CO-LU1�N Ti T. T1 ITi '1 If Ti 7 T - EXCEPTION: DETACHED ACCESSORY STRUCTURES NOT CONTAINING - -r -i -_ �I _ TF Tr 1T T 1 i �- IT- i_ I _ =l11 _111 1_T - I l _ �I 11 11..--:I .I_r1 . ; ,-.l_IY II i'rl I i._! r 1 FF _ G u — _f— — — — — — _ _ r j a — — F-9 / 12 - - 1 i F 1 Tlrl PI TTI iT r. T' 1 i� r: TIT T Tl rl f lrrl rTf� i 1 n� TI Ti 1 - _ _ - I -- - = l 1 T' J_' - - - - - CON ITION F_ � � D ED LOOK AREA. _t - � r-,_ -i- '- � � :_'�- 7 'll__ Y 1; rr ,� '�� i h; T'i ''r �" - - I --- - n i1 r I I: rl I ii 1T(F'1T1' 11�rT :T' IFIi�TrT i1 11 lT IC11 i ! T 11 i `l; 1;'iI 1_ _ l - ~ - _ - i� - 1,1 I Ti , I I_ 1T _rITT r 11 -._Tl _ 1 , 1, .. I 1=, I==!- YFr � I — -- -�-�'-TT�?=ril ; I ri tT i 1 p I;=I�� i TiI ' i1T? (rTrl II I ;� � I ! Ir �I 1 i T l - �TTJ:�T1=7�_7.i 1 :T�T�1-i n n n TTT '�f lTn_ iTl��i rl�( _i?11 �',�T 111-rT< <� ri T', (� ,i -r I� (�1 I -I I -T; 1 - -� I'- 7 rr - - -T -n -I , -11��_ �_ 1.-r_ r ! : i _- ! --7 -� l i l l l l r' Ti I' 11 I i 11:T" IT ! 7 it . l T' J _ - 1= _ _. .>1 �r rl T�1 F�ni Tn r r Tn 1 T 7n 1 rl _ - r T111 1: 11 T II I l 11 i 1.TC I 1 ,- - SECTION P3103 VENT TERMINALS �r TI 1"T1 T 11-1 i �lT_ i rT 11-1�i"Tf T, :11T I :11l T-_ZT1', IT 1 i �I I n i " 1'1 T Tl rT(C T =-"1 iT 1 Il_ ` ' I I :i� ,. ,, .-. T T 7 - �� :I III i � I T. l� � TTT N , T1 T T T I �f T(Ti I,'71_ , .T 1= 1 T 1, T �_ ,, T�( _1� Ti TT� 11 _ =I- ----_� I -_ .. - �rTTI Ti 1111 TT I,' RI1�GE T'r=_' -I I, l i l U L if 1T IT Ti 11T .I 1- TIT-] T =T I'i T i7 1 11 1 _ P31o3,1 ROOF EXTENSION: OPEN VENT PIPES THAT EXTEND THROUGH A l -�= �I } - -I - _ - - r -_ _~, _ r „rn _„?� _,.�T -. T r11 T 17� 1 m T1� _ _. - r--_ x -._? _. - _. - _ - T T TI I Tl 11 f f Ii 11 1 it 1 1 i T 1T '= 7 7 1 J ? r _ _'. - _,- 1- _ - . -�- _�-r �_ - -� _r= - _ - 1I Lf 11-r1 1 - - TTI T_11 ITl_ I_ LiT „ 1 f 1 1, i`.. �',,T=(I I l? I ��l it - -_ -- -'_i --,-- '_ -- -_-_� _ __ - �� ,-�,_ - � --, . -., ,.,,, I ��=I �: .. .: .: � I�_. _� �:_,_I,_ , �, r r; _ �,, T _,., _ �, f,r - _� �f- 1 ,- - - ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES llS2mm) ABOVE THE -- _I--;- -�_i-;-- -+. -: -T .-_ _I_ _ _�- __ -f-= --� _I - - + _- J i i� 'I I' i. I'. ! Il r i ! ! I I I I l 1 Ii if i' r1, ( =T 1 jY - - - _ - - _ _ - - �I ( i i. 1 11 III irI l f T_ T 1 T it (n [ T 1-1.,11 (I T, l.11 fl ,TI rT ,L�. 11J L11 1LlLIiJ11�,J,:1LL _�L1 I ,' ,I I , I I, . „ -_ -- - -r -_ _ _ -- _ _ _ �- _ ! 'T I i 1 iI i 1 iI II I ._ ROOF OR 6 INCHES 1152mm) ABOVE THE ANTICIPATED SNOW ACCUMULATION, L_ 1-.-11_ Tl_L_. Il l- Il L L-1-- 1 . I,--,r1_i_ _ '1111 r _I I �1 1 T[ I it 1T11 li f 1lI I! I I Ti li ;� T ' TTIiYT l_i )� li I T i'TiTr�l '__��--__ _ r - J I 1. I ll f - -- 1�r1 ,I -- : -_ ll_l�-J1_L: :-IL11L�i_ L�:J11;-�1 JLLL��_Li1-�JTJ�I I! .�fl�`'I�I �- - JL.1,' ,L 11 =L1-l; 11 ll . 11:,J._l. _ T- I I - _ - II N IT i�= f 1 l i -Ili (i11(�1� 111�1I;T7T l i! 11�1 I I��(�I„T I Il_ _ i(,i I. _ ?.I �l ll_I _1i1 I J111 r - _ - --- 1, JLW11111L 11 '''I ri II ('I T III 11 iTI 11 II 11Tf 111I Ti111nI IiIIII ii rl it I: li I1 1 I1 rII II Il n i, ' - - ---_ - _-{- , I I � - � ' -, - - -r,- - , - - � - I ,- . , I __--y- -�_ -- _ - WHERE A ROOF IS TO BE USED FOR ASSEMBLY AS A PROMENADE, 1111 ,,, -, r „I = r -; --__ - - - - -- - - � I _ �T1T �1 T17 .1T: I 1 �I i I I,1- :r11 I-Tl r li_1i 11 I �T I 1 i I I� iI I I _ 1� - -� -_- l --- '-- -- -- -'r-i- -�-_1 t=r- - I•- -�'I IIJ11l-- -W1 11_1_I'._u J-._ .-1J_,1--I �.l_l1_ -ILT - r' _ - ' 1 ` i l I 1 _111 l „ l_I I _L, T, - �� _ - - OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES, ,-, : ,: �_-- _ � n,-i,_1T TI 1 T I nl r .1�C�T T1 f I f'T(-I I�n� I�11111, ;CI"i! III 11_I I - --_-- _- ' � F1?T.1_.. ,: r I __1_ r,_.:I � -__-,.. � _�-I T-i�l r- - -- _ ��-- - r - - -1 - _ -- -' I_111L l�1.1.; 1..1L� Li-7 I,_�111!'�1111! 1LL,ll_ll � I r; I T� -I I � ; l �T � , I T r : , T _ _�- _- z - ---l-- -� -` - �_--- _:--� _ -, _II 1 1 1 T, I Fln1 1 ,l Try I�fTll i iTr 11T T 1 fTT 11T1 Il 111 11 = i Ill IIT l O -� -'._ _, _ _ - - _ PEN VENT PIPES SHALL TERMINATE NOT LESS THAN FEET 12134mm) ABOVE _r rt ,_ - r - =I=- L L- s- _I _I1L. I, 11r.-1,,!1_I_�ll J1 _l,- _ I rr „ r �_ -1- ---- _ I i \4 rT Il_ T II- r lT 1I it r 11 r11T117T 111 TI T1 II i IT Ii ri 11 1i lrll i' __ _ I „ I I I I �_ i_� _ ,_1- I _1_ THE ROOF. , _ lJ.l_ J Till iJ.ITI r r:T111TI' If ll 1,111 7 r1lTilll :I llTT11_rT11 ! T rfl I. 1 �- - -_- �- � _la - _� -- -._ _ LLI, 1 1 lll 1J11 1:_111 I - �n =1� = --1 -t _ - - �;- - I - - I - - - -. r lil_; iI I' 11_ (1-11-I1 IF TI_T1 Il Ti 1(rT T TTITli 1 fl ,- r- �-�_ � � 1 a. ��-l1�Lr � 1 I u ! �l � - _i l rl ri I_ ��- - _ - ,_ -r r _._ _ ~ --' _ � �� L , ,. .L L _ T_:_I _l._1 1 Y I, ,7 i I. - C -' r-( -- - - - - = Ti l I, 1" f' 11 I' 11 I l iT IT 1 iT TI (1 : 1 (1 l i; i i117 1 ll�l r 1 T' - - - - E---- -_- - 1- - c� 111.�.I J1111;1L1�:-1L.1�1JJ 11 ,..i1..i _ _-. _ r j�(( I - - - --- �_- - P3103.2 FROST CLOSURE: WHERE THE 9l.rJ PERCENT VALUE FOR OUTSIDE _ i_ l I i_1 L i L' )f iTI Il rl I fl 1 I � - r II J m IITi�1_ :nrT 11 , �I I J - „ 1 LINE OF EXTERIOR WALL BELOW �II[I 1 f l ','I 11 C i11 III 11 -;�- _ _ _ r_` _. _ _F- _--1 1L1J11L 1LJ�i1_ii_lll�Ll 1il 'I_ I_ - - 1 T- .... 1_I =-I -- -- I. _ _ DESIGN TEMPERATURE IS o DEG, F t-18 DEG, C) OR LESS VENT EXTENSIONS +_j— l _l _ ' —I i -- 1!, l= = is J 111 _11_ll_ .I, i1- 1LL -111L . I I` :I l 1 I' i �_ i TI 1 Il_ �_ ill. ., 1 ll it [ill i i il_ 1T _ - - - - - - -1 ! 1 i 7 r ] - „ T ~ --_-1 - - _ _�-a.- - THROUGH A ROOF OR WALL SHALL NOT BE LESS THAN 3 INCHES (16mm) IN s ' -+ I_ .I- '- �, '`_. s- r- "_� -'-r__ =i --.-i !�"�l_ll�;_.1111�J�1�_1_1 1.1L11_- (i� 'Ill 11 Illl I iill �CTll�i Il �T iFl fl 11 it11 it 11 ii 1 11 !i li li I111 II lil ,- -- _� � _ �-l_ , - _ - i- - _ _l _ - - - - i I _ JTl W.LI_!'� ',_11 DIAMETER, ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MA NOT DE_- - }- - _ -I " J =1- =C= :- _ , LESS THAN I FOOT (304.Smm) INSIDE THE THERMAL ENVELOPE OF THE rI -- L- L -f- - - - - - - - - - - — I - - - - - - - - - - - - - - - - - - - - - - - - -- J_' _ -� - , l ` 1 !J �r - - _- — — — — — — — — — — — — — — — — — — BUILDING, — — — — — — — TI — IT 1 - _ -LINE OF EXTERIOR m WALL �3�LOW NOTES: -- t . SEE 3/A-3.0 FOR EAVE DETAIL AND FRAMING. X 11 � II t - _ _ - - -- = Lu 2x12 RIDGE I -�-I - - _-,� =-� ti'- ,( 10 _ -t- I o \.E _ �,� FAG _ _ _ v _ _ I - _ -I p � 0 --- _ — — — - y _' - - _- _ � 1 p cq r c-- w -I= 'M_, �- r_s BEARING WALL (BELOW) L ARCHITECT: u 1 (I- --I I IT LI 1- - _- I 2x12 R.R. 6 16" O.C. I 2x12 R.R. 6 16" O.C. i; 1 I; 1= - �� 1 (FRAME-OVER) (FRAME-OVER) I Ill T1 yfT `t- -�, r ,1 E, I w I — I J-J 1J1� 1L111:A 1 - -- -- 1- - -- _ — �I I — — — — — — — - - - - - Ij- - - - - II 11..11 11 llllll_I ` � '', 1 r _ II - — — — — — — — — — — — — ---�— r`-� II it I II II - 1 U - -- - I 4 / 12 I I N I 4 / 12 I` m 1J a �11111-JI IU I U 1 - 11 I L1 :: ,I 11 ll1 u I k. ulu. ! ll I _- - �� TAT 03os2� �Q - 1LJ111 -+ t -r _ I I , -l-LIW1_J, LL11 �_ I I I I I O� N 11�L L_1L, ��I� �_�� DANIEL A, BUTLER, R.A. BEARING WALL (BELOW) i 11 a Ll L�I�I -- ilL11J i 1L1I 1 �Ll_1 I� r 1 J 1._; _ J J LI L 11.1':.L; J _LL III I- 111 ll 11_LL1_I_ILII__11LU-.: 11.11 ,1_,l,i,_!: .I_.1_I,_I1JLl�,L, � Q LINE OF EXTERIOR Z J WALL BELOW _- 1 � Lu W 0 p } - 1 - 1_ ? - FRAMED CHIMNEY, PROVIDE z Z O Q 3 I i CRICKET 4 FRAMING AS REQ'D 2x12 RIDGE U mot- 1- V IL wN � 0 >Q w v O o p -- — — — lo - C Lu tL tK W ,� cal cv t- IL -- r r m O I l - Y ` r ' r c ` ' _"- � L - - - - - - - —1— - - - — 11 - - - - - --- - - - t'�'t1 J 1=� � 1:_11 LIll 111LJ1 A-11 J111�LJ J Ll1I 1J_Il T - - - - - U p- _- 1 1111,INE O�I 1Ek ERIOR �1,4LL I'BI=LbW-I� � -� � �_���_- Z -I JI- �2A ! l;JJ1.11J11-i -L 1111!._11 LIT -1jiALU_l'111111_ll LL1J 11_ ram: 1�� .�� 1u1�1 � �sL�l, u r1.1_' � _1 - -- - -- ,.-I Ll, 1l 11LlIrIlIJ_ll11��Ill I-,_111�11.1 j 11� 1i i�1L1,1i-:�il_1!11��_111 illi J_l1_WI-l._JL1llLLL1Ll 111 -i S`I o GUTTER T � d - L I I I ----'- 1 �- - 1 J- 11 1 1 . I.L'I.: I J TLL1 1 1 1TT'1 -l_1 �L _ LILT 1:111lI U1i]-L-H 11 01 l�.Il-II�i- !_-- - GEE G ER ( YP.) p _11 1 11'-_L�LI_J1Lll1-1L1�11 I''- 11.1 1-11111J J-L1L1LJJJL1JLJi1.1:J1 -11J 1. lJ !L_.1_I .! L. -' Q 1�Q- 1 i J- 11 I_.T1 11- 111111111-,11111 L 1111 I_! l 1_� 11!_._ AL 1�1.1._., -d I.-_III 11 1 'Li a 1L1J 1J _1 - f J 1ILI L L ILI JT-,-ILI ._}1 L_1J1 l_l1! 11},_l: (I JI W. f_urJ1_�i 11_1Ll:1JLl,t1LJJ1,1_ILJ(11 - 111, !L11J1_111JL1�LJJL iJJlli 11.1L1. -I -t i11LlI II iII-1L,I1 1_ a :,!I-I1 1II11 11,!1II 11 . I II Ill.L_11UU11L1L11JIJ11t=I'' ---_- I' I IJ LI 11 I1 G 11 1,= 11 ' 1 11_J I I.11!III_lLLn1-. 1_I�UL' _r,- 1 I I Il Ll U .1 .a _11 L1'-! 1, .1'I;,II L : i,1-J -1,__1111 I': it I I ILI 1. LI-I H 11-M.- ILE I! Id1, !1_lltl-U_L' L11 T,L l: IT : I_:.-IJ l.k-ll_111LI1J11L11J1l LL 1J 1 ':,L 1. I-%b =ti PAGE: 11 L a 11-iL'r,J�i111:L1LL11 rL l_11 1! - 111 J u 11 : 11: 1 i - _tLI-1- I-1111_II J11 -J1 IJ I. I._t1,a_!_1I 1_� AL, DiL._: 1Ti1' 11 L'll : J�_ _l I LLLI 1 1 ;. I I I I ! !I - -- Lr L 11� Ll_ 1 1111J 1 ll 1._l l!1ll-l LL1L111 � 1111 l: 111L1U-1_I.1LL 11 IJ T I_J 1 , 1 I: .1 I_: I I__ - F Il U I J1 �L�LL��, �L 1 11L 11 ,L L1� Jl 1 L 1 11l 111�_.,111�U 1,_L1-11__I�111- .L I 1L, �+ l�_,I � - fr-- i-1_ll_1J11_lJ_111 ,1J1.�1 1. JL_L :I;! J�L1�'JLi'�l_!ll�ILLi'ILJlI-- ll ll_:, tll�ll-JJ11 ,J11� IJJ11�!_1LIJ_Ji Li_1L11-:J�1-1�t1J.aJr.1L1)-Il-ll_llll_1111_I!__.!I I-,'I 11 i :_:_UU11 �I-=---- -f- 1 I i I I ' � I I' I I I I I I i I i I ;LILI-1 1_i11UL I I L Ili-., 1 L, Il ,L_. J : l._-,f L J_i_ Lil,. _ll_L 1.-J J 1��-_1.-1111 J LEI Il--1ll i_1 L1L1,-J�11 i_1i1L11.1JJ J LJ L 1-L1111_�1:J11L_r._11,U- 1111 i L a 1: 1] LI-1 - J1.,Jl_L1111LL111L IL,LiI II,,I-;L:1! I.11 ,1,I _.1_,1,1-II_TL,.I Al;11-11l _lL, -ll_1LF1.11LI,1LL_l1„WL�JL1L1:1,LJlJllJ 11�LJJ�I--L 11_I1__llll 1L it tJ 1f a r. a I_I III 11 a Ii U 1. Tl : a M M PPER ROOF FRAMING PLAN 04 1 1/4" = 11_0 n N M N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SECTION P3103 VENT TERMINALS o a P3103,1 ROOF EXTENSION: OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE W TERMINATED NOT LESS 'THAN 6 INCHES (152mm) ABOVE THE ROOF OR ro INCHES (152mm) ABOVE THE : ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATER, 0 WHERE A ROOF IS TO BE USED FOR ASSEMBLY AS A PROMENADE, OBSERVATION DECK OR z TYPICAL ROOF CONSTRUCTION: z SUNBATHINGDECK OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS FLASHING AS - 2X WOOD RAFTER PER PLANS If CONTINUOUS ROOF VENTING REQUIRED - 5/8" CDX PLYWOOD SHEATHING o THAN 1 FEET (2134mm) ABOVE THE ROOF, (ZIP SYSTEM OPTION) w TYPICAL ROOF CONSTRUCTON: - WEATHER BARRIER Q P3103,2 FROST CLOSURE: WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE ISO _ 2X WOOD RAFTER PER PLANS R-49 INSULATION VENT EXTENSIONS THROUGP A ROOF OR WALL SHALL NOT BE LESS 12 - ICE AND WATER SHEILD TO CODE u DEG, F IN DEC(, C) OR LESS, - 5/8" CDX PLYWOOD SHEATHING (ZIP SYSTEM OPTION) 12 - ASHPHALT SHINGLE (BLACK THAN 3 INCHES ('16mm) IT'd DIAMETER, ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT 9 - • � LESS THAN 1 FOOT (304,Smm) INSIDE THE THERMAL ENVELOPE OF THE BUILDING, - WEATHER BARRIER sit APPROVED H.P.C,) - ICE AND WATER SHEILD TO CODE ATTIC a - ASPHALT SHINGLE (BLACK APPROVED H.P.C,) 5" OGEE GUTTER R9O5,1,2 ICE BARRIERS 0- IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING( ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED IN TABLE R301,2(I), AN ICE BARRIER SHALL BE INSTALLED FOR S-1/2" TJI 560 9 Iro" O,C, -- - ° 2x TRIMMER SLOPED ON TOP OF 2ND FL, T.O. PLATE ® o ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE- — — — TYPE SHINGLES, WOOD SHINGLES AND WOOD SHAKES, FLOOR JOIST W/ 3/4" SUBFLOOR, 2x10 C,J, 1+ 16" O,C, SOUND INSULATION BETWEE FLOORS AND WALLS 19 - 3 1/2 _ N SLOPE TO DRAIN 1/8" FOOT MIN, °1 Wif THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED PROVIDE KEMPER Z TYPICAL FLOOR CONSTRUCTION: i WATERPROOF ROOFING( SYSTEM N '- - 3/4" FLOOR Z � J°o TOGETHER, OR A SELF-ADHERING( POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF SEAR DECK N NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A ALL SIDES +2-O UP FROM HALLWAY _ d) - 3/4" WARM BOARD � c 9 ° POINT NOT LESS THAN 24 INCHES (rolOmm) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING, DECKING O z - 3/4" SUBFLOOR a z 1/2" GWB ON - TJI FLOOR JOIST PER PLANS WALLS AND °' a ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 5 UNITS VERTICAL IN 12 UNITS HORIZONTAL, THE RAIL TO CODE ci✓ ° GEEING( SPACKLE (3) 1-3/4"x-I-1/2" ML HDR, CLAD W/ IX ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 3ro INCHES (914mm) MEASURED ALONG( THE AND PAINT FLASHING PAINTED WOOD TRIM ROOF SLOPE FROM THE: EAVE EDGE OF THE BUILDING, E V L `� 1211 EXCEPTION: DETACHED ACCESSORY STRUCTURES NOT CONTAINING( CONDITIONED FLOOR AREA, D C BOARDS 2x6 C,J, 16" O,C, III IT 111 3 2ND FLOOR 10' - 3 1/2" IST FL, T.O. PLATE R-49 SPRAY INSULATION 9T- O'er (3) 1-3/4"x1-1/2" ML HDR. SOUND INS N BETWEEN FLOORS AND WALLS PROVIDE SOUND INSULATION LA BOLT LEDGER TO WALL 6 ULA O " TURNED WOOD COLUMN ON ALL INTERIOR WALL AND STUDS AT fro" O.C. 2x6 C,J. 6�� �� TURNED WOOD COLUMN W/ , z 1/2" GWB —/ FLOO R S zo 16 O.C, BRACKET AND BRACKET o ON CLG, a — TYPICAL WALL CONSTRUCTON: TYPICAL WALL CONSTRUCTON: DINING ROOM ENTRY - LIVING -� O N - 2X6 WOOD STUD - 2X6 WOOD STUD FAMILY ROOM TYPICAL FLOOR CONSTRUCTION: FOYER Q, ROOMN F - 1/2" PLYWOOD SHEATHING - 1/2 PLYWOOD SHEATHING REAR FLOOR ° °/2" GWB ON COVERED - WEATHER BARRIER - WEATHER BARRIER - RAIN SCREEN (BLACK) - 3 3/4316" WARM BOARD ALES AND PORCH - RAIN SCREEN (BLACK) �� SUBFLOOR C ING SPAC � LEFT TO WEATHER, I" x 8"d10" VERTICAL BOARD SIDING. PORCH - ` 1AND , - I" x 8"410" VERTICAL BOARD - TJI FLOOR JOIST PER PLANS PAINT SIDING, LEFT TO WEATHER. IST FLOOR (FIN.) cl Y OTF TYPICAL PATIO CONSTRUCTION: — R-30 INSULATION =--_ GRADE - 2 COMMON BRICK ON THE FLAT, I I I—) I I=III =I TYPICAL PATIO CONSTRUCTION: w - 2-1/4 COMMON BRICK ON THE FLAT, PITCH 1/4" PER FOOT TO DRAIN I I (=I =I = _ PITCH 1/4" PER FOOT TO DRAIN BASEMENT TYPICAL FOUNDATION CONSTRUCTION - I-I/2" SETTING BED 1-1/2' SETTING BED . : Q TYPICAL FOUNDATION CONSTRUCTION: (UNFINISHED) - 10" P.C. FOUNDATION WALL (3500 PSI) ON I4 .1 }- - 4 P.C:. SLABIE]j 10"x20" P.G. FTG, - 4�� P.C. SLAB w X — - 10 P.C. FOUNDATION WALL (3500 PSI) ON CONSTRUCTION: COMPACTED FILL 10"x20" P.C. FTC, -4" P,C, SLAB - DAMPROOFING, I I—I I —I I - X z 1L DAMPROOFING, -2" RIGID INSULATI - DRAINAGE/DIMPLE MAT p _ _ — 8" THICK P,C, FOUNDATION WALL - DRAINAGE/DIMPLE MAT -6 MIL VAPOR BA IER - 2" RIGID INSULATION BOARD ( I— I I—I I — ( (3500 PSI MIN,) I I—I I — : I= ON IS"x8" P.C. FTG;. o 8" THICK P.C. FOUNDATION WALL - - 2 RIGID INSULATION BOARD -6 X6 10/10/ WWM ittt -6" POUROUS COM ACTED FILLI- (3500 PSI MIN,) ON = _ • lU cA 18"x8" P C FTG _ ( OVER VIRGIN SOIL I II I —III I— a I BASEMENT ►y O . 10 113/4 r ' — _ N SECTION 1 w w 1 1/4" = 1'-0" w ~ ARCHITECT: 2x4 KNEE BRACE 32" O.C. f"L0 12" Ccd \ I TYPICAL ROOF CONSTRUCTON: g" 9-1/2" TJI D.J. 6 16" O,C, - 2X WOOD RAFTER PER PLANS D W/ R-49 SPRAY INSULATION - 5/8 CDX PLYWOOD SHEATHING( (ZIP SYSTEM OPTION) t _ - WEATHER BARRIER OF , - ICE AND WATER SHEILD TO CODE ATTIC DANIEL A, BUTLER, R,A, - ASHPHALT SHINGLE (BLACK APPROVED H.P.C,) (2) 2x4 STRONG BACK\\ I ATTIC ACCESS Qk 2ND FLOOD R — — _ 2x10 C,J, 16" O.C, I TO CODE: IST FL, T.O. PLATE _ 9 (5" ATTIC ACCESS I 2x10 C,J, 0 16" O,C, cf) O FROOFING; SHINGLES TO CODE I W/ R-413 INSULATION � 2x4 G.J. 16" O,C, pellO,H, 5/5" F.C. GYP, BD, I o ROOF SHEATHING ON WALL E CLG, I MUD ROOM FASCIA MOUNTED SHANK PLATE , —_ '- 0 W O LL (Q } STEEP ROOF PITCH OR SM 4LL FASCIA BOARD MAY - 2X6 WOOD STUD i = tL � NEED 010 OR 030 SHANK STRUCTURAL RAFTER TWO CAR GARAGE Z - I/2° PLYWOOD SHEATHING AIR SEAL AT i ►ram^ Q LU � O O a - WEATHER BARRIER 6 P.C. SLAB (3Y00 PSI) OVER HOUSE / TYPICAL FLOOR CONSTRUCTION: F-+ V 4 Q[ (� ICE 4 WATER SHIELD 6 MIL. POLYETHYLENE VAPOR GARAGE WALL —� N - 3/4 FLOOR � W d1 Q Q ROOFING: PER PLANS - RAIN SCREEN (BLACK) �� N F- A�� - 1" x 8"410" VERTICAL BCARD BARRIER TO UNDERSIDE I „ ►--� (� W U O B� 6x6 10/10 W.W.M. ON POUROUS OF ROOF I - 13/1(o WARM BOARD (Y -SHEATHING W/ DRIP u� I SIDING(. LEFT TO WEATHER. - 3/4" SUBFLOOR (� W Ul O 0 GN FILL PITCH TO O.H,D, I U O O tt DRIP EDGE T_ N IST FLOOR (FIN,) — - TJI FLOOR JOIST PER PLANS W � Z FLASHING `/�N�\1. ® 011 — GRADE SLOPE a I O } d O O O ao� al, ��.��� 1"x8" AZEK FASCIA . � a Ql'J �lu � c�v 00 — — O iy - cn N g BOARD I — — t� I ' ' —III— Q� w O COMPACTED FILL _ — I 2 RIGID INSULATION —I tu -= OGEE GUTTER OR L___� � I I—I ( � . BASEMENT TRIM (WHERE OCCURS) I 8 THICK P.C. FOUNDATION WALL NNFINISHED) z _ (3500 PSI MIN,) ON ia"xall P.C. FTC, a TYPICAL FOUNDATION CONSTRUCTION: TYPICAL BASEMENT SLAB O WAINSCOTT SOFFIT I I I � O _ ONSTRUCTION: z •• �� it - oil - 10" P.C.P.C, FOUNDATION WALL (3500 PSI) ON - 5 OGEE GUTTER W/ I" CONTINUOUS I I =I I I I 10"40" P.C. FTG. ' -4" P.C, SLAB SLOT VENT W/ SCREEN - DAMPROOFING, <a w �\ -2" RIGID INSULATION � Q- DRAINAGE/DIMPLE MAT _ -6 MIL VAPOR BARRIER FASTENER TRIM 1/2 GYP BD I _ _ I _ - 2" RIGID INSULATION BOARD I -6"X6" 10/10/ WWM Ix6 AZEK RAKE BOARD I _ _ -6" POUROUS COMPACTED FILL BASEMENT _ _ =I OVER VIRGIN SOIL PAGE: SIDING( v � 3 400 GUTTER HANGER DETAIL EAVE DETAIL ION 2 N N 3" = 1'-O" 3 1 1/2" = I'-O" 2 1/41I = 1'-O" N M N 04 N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I SECTION P3103 VENT TERMINALS INSULATION 4 FENESTRATION REQUIREMENTS a P3103,1 ROOF EXTENSION: OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL w CODE PRESCRIPTIVE VALUE < BE TERMINATED NOT LESS THAN 6 INCHES (152mm) ABOVE THE ROOF OR ro INCHES a COMPONENT PROPOSED DESIGN VALUE: COMPLIES (152mm) ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATER, o CITATION (PER 2020 NYSECCC) a MAX, U-VALUE = 0,32 WHERE A ROOF IS TO BE USED FOR ASSEMBLY AS A PROMENADE, OBSERVATION FENESTRATION U-VALUE U-VALUE = 0,25 MAX, AIR LEAKAGE = 0.30 CFM/SF YES DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL If o AIR LEAKAGE = 0,30 CFM/SF PER R402,43 4 TABLE R402,1,4 - CLIMATE ZONE 4 TERMINATE NOT LESS THAN I FEET (2134mm) ABOVE THE ROOF, W z R-49 SPRAY FOAM INSULATION MIN, R-VALUE = 49 P3103,2 FROST CLOSURE: WHERE THE 91,5 PERCENT VALUE FOR OUTSIDE DESIGN aw CEILING R-VALUE I" CHICK (R=l/INCH) PER CABLE R402,1,2 - CLIMATE ZONE 4 YES TEMPERATURE IS O DEG, F (-18 DEG, C) OR LESS, VENT EXTENSIONS THROUGH A u ROOF OR WALL SHALL NOT BE LESS THAN 3 INCHES (l6mm) IN DIAMETER, ANY MIN. R-VALUE = 8 INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT \ MASS WALL R-VALUE R-21 SPRAY FOAM INSULATION 10 AT LEAST HALF OF INSULATION VALUE MUST BE (304,8mm) INSIDE THE THERMAL ENVELOPE OF THE BUILDING, TYPICAL ROOF CONSTRUCTON: EXTERIOR, 3" THICK (R=l/INCH) PLACED AT THE EXTERIOR OF WALL, YES - 2X WOOD RAFTER PER PLANS \ - 5/8" CDX PLYWOOD SHEATHING (ZIP SYSTEM OPTION) PER CABLE R402,1.2 - CLIMATE ZONE 4 (NOTE i) 0- R905.1.2 ICE BARRIERS: o - WEATHER BARRIER FLOOR R-VALUE R-28 SPRAY FOAM INSULATION MIN, R-VALUE = 19 YES IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES z \ - ICE AND WATER SHEILD TO CODE 4" THICK (R=l/INCH) PER CABLE R402,1,2 - CLIMATE ZONE 4 CAUSING A BACKUP OF WATER AS DESIGNATED IN TABLE R301,2(U, AN ICE BARRIER � ru - ASHPHALT SHINGLE (BLACK APPROVED H,P.C,) SHALL BE INSTALLED FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL 2 INWARDS OF SLAB 1R=5/INCH) PER TABLE R402,1.2 CLIMATE ZONE 4 1: "' SLAB ON GRADE R-VALUE R-10 RIGID INSULATION EXTENDING MIN, R-VALUE = 10 W/ 2 YES DEPTH dia � SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND � - TRIM OR GUTTER (WHERE OCCURS) WOOD SHAKES, o $ T.O. PLATE oa o - - - - - — - - - — - - — - THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF a a UNDERLAYMENT CEMENTED TOGETHER, OR A SELF-ADHERING POLYMER-MODIFIED TRIM BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND (2) 1 3/4" X 11 l/8" PORTAL HEADER (CONTINUOUS) FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 . .. .. . . . . .. INCHES (610mm) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING, TYPICAL INTERIOR WALL TYPICAL WALL CONSTRUCTON: .. :.. FASTEN SHEATHING TO HEADER WITH SD CONSTRUCTION: - 2X6 WOOD STUD (TIMBERSTRAND 'LS �� L' OPTION) COMMON NAILS, 3 GRID, ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS .... HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES - 1/2" GYP. BD. - 1/2" PLYWOOD SHEATHING (ZIP SYSTEM OPTION) 1 1/4" COIL STRAP (BOTH SIDES) (8) IOD NAILS, (g14mm) MEASURED ALONG THE ROOF SLOPE FROM THE SAVE EDGE OF THE 1/2" PLYWOOD SHEATHING - WEATHER BARRIER STUD (8) IOD NAILS, HEADER/TOP PLATE, - 3/4" x 6" 'SHIP LAP' PAINT - RAIN SCREEN (BLACK) BUILDING, EXCEPTION: DETACHED ACCESSORY STRUCTURES NOT CONTAINING CONDITIONED GRADE FINISHED WALL - I" x 8"d10" VERTICAL BOARD SIDING, LEFT TO 1/2" CDX SHEATHING WITH 8 D COMMON FLOOR AREA, WEATHER. O NAILS, 3" FIELD 3" O,C, PERIMETER. a' SIMPSON HDU 5 5/8" ANCHOR BOLTS 32" O,C, MAX, WITHIN 1' OF EACH SPLICE IN SILL PLATE SEE DETAIL SHEET FOR 2x10 R.R. 10 16 O.C. 1 INSTALLATION, TREAD JillX d TYPICAL Fl_OOR CONSTRUCTION: 2x6 C.J. im troll O,C, NOISING 9I' MIN, - - - 3/4" FLOOR GARAGE PORTAL � - 13/16" WARM BOARD OGEE GUTTER 4 MOULD - 3/4" SUBFI_OOR - 14" TJI 360 0 Iro" O,C, � FIN, FLOOR N,T,S, BLOCKING _ _ ___ - T,o, SUB FLOOR RISER W r j BOARD QC cq T.O.- - — - — - — - - - - - STRINGER - - _ _ PLATE � �/ O � SOUND INSULATIOI - - B4O. HEADER Z BETWEEN ALL WALLS X � �� �� I t,0, WINDOW - - - - - - - - - - - - - - - � � o AND FLOOR.. (3) 1-3/4 xl-1/2 M,L, HDR. DOOR HEAD HT, ® MM 1/2" GYP, BOARD TYPICAL PORCH CEILING F-+-� O W 0 CONSTRUCTION: - 2X WOOD CEILING JOIST PER PLAN roll TURNED TRADITIONAL TYPICAL ROOF CONSTRUCTON: a O O 5TAlid DETAILCIS - I/2" PLYWOOD SHEATHING CEDAR PORCH POST, u i Lu u u _ _ u_� u u a u u u u u. 3 TYPICAL INTERIOR sWALL - i - 2X WOOD RAFTER PER PLANS �'• CONSTRUCTION: - WAINSCOT BOARDS (PAINT GRADE) PAINT GRADE BY VINTAGE u . u . u u u _L L - u �u u u u u u 444, tL I I/2 = 1-0 to - rq 1/2" GYP. BD, i - 5/8 CDX PLYWOOD SHEATHING u WOODWORKS, PROVIDE u� � 1/2" PLYWOOD SHEATHING j UPLIFT CONNECTIONS TO CODE. O (ZIP SYSTEM OPTION) N u 12�14 L 12" u u Li u N u u u u TYPICAL WALL CONSTRUCTION: _ - WEATHER BARRIER - - - 3/4" x ro" 'SHIP LAP' PAINT p 4" ON R_ 4 - -1 GRADE FINISHED WALL LSL60PTOOD STUD (TIMBERSTRAND i - - ICE AND RT SHINGLE TO BCACDK 0' i Lu , �9�NSuy��� ATTIC 49 /NSUL4T �I �'� U I� `� L w - 1/2" PLYWOOD SHEATHING (ZIP L u �- lON u u u u a u u TYPICAL ROOF CONSTRUCTON: ti APPROVED H.P,C,) u �u - 2X WOOD RAFTER PER PLANS � TYPICAL PATIO CONSTRUCTION: ` � 2x10 C.J. � troll O,C, W/ SOUND INSULATION SYSTEM OPTION) ! - 2-1/4" COMMON BRICK ON THE u - 5/8" CDX PLYWOOD SHEATHING (ZIP SYSTEM OPTION) TYPICAL FLOOR - WEATHER BARRIER I ARCHITECT: FLAT, PITCH 1/4 PER FOOT TO - - WEATHER BARRIER _ CONSTRUCTION: - RAIN SCREEN (BLACK) 2ND FL, T.O. PLATE ICE AND WATER ATER SHEILD TO CODE ^ - - 3/4 FLOOR - I x 8 410 VERTICAL BOARD SIDING, J 19 - 3 1/2 - - - ;: ' 0 PIRCy/J , - 13/16" WARM BOARD LEFT t0 WEATHER. - 1-1/2 SETTING BED r - ASHPHALT SHINGLE (BLACK APPROVED H,P.C,) - 3/4" SUBFI_OOR j - 4 P.C. SLAB TYPICAL WALL CONSTRUCTON: - TJI FLOOR JOIST PER FLANS - 2X6 WOOD STUD (TIMBERSTRAND fl m FIN. FLOOR 'LSL' OPTION) z 1/2" PLYWOOD SHEATHING (ZIP WALK-IN CLOSET WALK-IN r `;I a\ l f ;, TYPICAL FLOOR CONSTRUCTION: '1 `' .. - _ - -�T,O, SUB FLOOR SYSTEM OPTION) CL4EI r ; : - 3/4" FLOOR , ram$" �2 !, - � — - WEATHER BARRIER z � ,f, f •� - 13/16" WARM BOARD � COP OF - RAIN SCREEN (BLACK) 1/2 GWS ON WALLS f f^. - 3/4" SUBFLOOR FOUNDATION WALL - 1 x 8 410 VERTICAL BOARD SIDING, pr AND GEEING SPACKLE _ - TJI FLOOR JOIST PER PLANS - - - - - — - - - — - - LEFT TO WEATHER, AND PAINT ' u u` 12" DANIEL A. SUTLER, R,A, Z MINERAL WOOL PROVIDE ICE AND F FIN, GRADE INSULATION TO CODE: a, WATER SHIELD 2ND FLOOR411 (R-30 TOTAL) 10' - 3 1/2" - - }- tQ 1ST FL. T.O. PLATE OGEE GUTTER Q J 9 o - 5/8" ANCHOR BOLTS At 32" O,G, R-49 INSULATION Q R-49 INSULATION I/2 GWB ON WALLS AND SPACING MAX, AND WITHIN I'-O" (3) I-3/4"xl-1/2" ML HDR. 2x6 G,J, CELING SPACKLE AND PAINT 0 OF EACH SPLIC IN THE SILL COMPACTED FILL troll O,C, PLATE. SEE DETAIL SHEET FORCONSTRUCTON: O co INSTALLATION ° 6 SQUARE COLUMN z P O E SOUND INSULA O T 2X6 WOOD STUD NSTRUGTON: o O ALL TERIOR WA AND POWDER z AT WIT�� SILL - 2-1/4" COMMON BRICK ON d OORS ROOM o (TIMBERSTRAND D SHE,'O OPTION) (Z P O u 2X6 ACQ SILL PLATE LL ° THE FLAT, PITCH 1/4" PER -' ENTRY FOYER d ° TYPICAL FOUNDATION CONSTRUCTION: 8" THICK P,C, FOUNDATION (3500 COVERED U 11- O O O SEAL AND TERMITE SHIELD - FOOT TO DRAIN z N SYSTEM OPTION) U O Z - POURED CONCRETE FOUNDATION PSI MIN,) W/ REINFORCEMENT: O „ PORCH - /4" FLOOR z Z Z O O - WEATHER BARRIER - I-1/2 SETTING BED ►�• W (3500 PSI) *5 REBAR 6 32" O,C. VERTICAL, - 4" P,C, SLAB W - 1 /16" WA BOAR p� - RAIN SCREEN (BLACK) UNFINISHED BASE:MEIII - DAMPROOFING, PROVIDE (1) *5 REBAR WITHIN O - /4" S FLOOR - 1" x 8"410° VERTICAL BOARD O W N ~ Q - DRAINAGE/DIMPLE MAT 12" OF TOP OF FOUNDATION, - TJ LOOR JOIST PER PL N SIDING. LEFT TO WEATHER. ~ Q W U - 2" RIGID INSULATION BOARD 1ST FLOOR (FIN,) - - (X TYPICAL BASEMENT SLAB W Z O N CONSTRUCTION: < . . '( . 8 GRADE — GRADE ML,I HDR. w N d z O -4" P.C. SLAB 10" THICK P.C. FOUNDATION ° , a R-30 INSULATION a — �/1 O �' �' u- O N -2 RIGID INSULATION (L (Y Ell 1� O cv (3500 PSI MIN,) W/ REINFORCEMENT. TYPICAL FOUNDATION _ VENT AND SIZE N -6 MIL VAPOR BARRIER *5 REBAR m 24" O.C. VERTICAL AND 18" WIDE X 8" THICK P.C. FOOTING CONSTRUCTION: I a : -11 — — •• g,gS��T �- FOR HYAG � (� U N � -6"Xro" 10/10,� WWM 10„ HORIZONTAL, 13500 PSI MIN,) ON VIRGIN SOIL - 10" P.C. FOUNDATION a _C�G� C1�� ° (UNFINISHED) •tt — Q- N O -6 IL POUROUS COMPACTED FILL PROVIDE lU *5 REBAR WITHIN 12" W/ REINFORCEMENT: WALL 13500 PSI) ON I I I I �� ' �" a I� COMPACTED FILL OVER VIRGIN SOIL _ I I m - 10 THICK P.C. FOUNDATION 13500 OF COP OF FOUNDATION. (3) *4 REBAR CONTINUOUS 10 x20 P,C, FTG, I I A p — PSI MIN,) W REINFORCE'1ENT: 2 8" THICK P.C. ~ - DAMPROOFING, - � Z 1H - DRAINAGE/DIMPLE MAT-I I I O TYPICA -BASEMENT SLAB CONSTRU,TION: *5 BAR g " O.C. VERTICAL `: 1= FOUNDATION WALL i3 2" RIG — — 4' P.C. ND HORIZONTAL, (3500 U 6 T O FOOTING - _ _ — — - I AL SUULA N (U * R N 12" ° - — - — - — - — - ID INSULATION( ( ( ; : 2" RIG PRO E MIN ) ON 18" 8" INSULATION I E BAR WITHIN — PSI x !ll p c0 BOARS I I 1 a -6 MIL POR BARRIER }' •a — OF TO OF FOUNDATION, —� P.G. FTG. Q -6 X6 1 10/ WWM GRAVEL TO -24 MIN, O 1' = 8° 1 - 6 I I -roll FOUR US COMPACTED FILL O R VIRGIN SOIL Q BASEMENT -10 11 3/4 — - 20 WIDE X 10 THICK P.C. FOOTING (3500 PSI MIN,) P CAE 8" THICK P.C. FOUNDATION WALL (3500 I— ) — I_ I I_ I II—I — 1 — — — — - ON VIRGIN SOIL W/ REINFORCEMENT: _ — I — 1- I -1 -1 —) 1- —1 'I (4) *4 REBAR CONTINUOUS PSI MIN,) ON 18 x8 P.C. FTG, 20" WIDE X 10" THICK P.C. FOOTING 13500 PSI MIN,) a WALL - ON VIRGIN SOIL W/ REINFORCEMENT: WALL SECTION SECTION 3 (4) *4 REBAR CONTINUOUS A� 3 ,0 v 1/2" = 1'-O" 1/4" = 1'-O" N N M N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i NOTE DOOR SCHEDULE 1/16"x 3—I/2" 1, ALL WINDOWS TO BE LEPAGE MILLWORK, 'XL WOOD', RED GRANDIS FRAME, SASH: PUTTY GLAZE EXTERIOR, COLONIAL GRILL INTERIOR. EXTERIOR DOOR DOOR w a FIRST COAT IN SLACK. INTERIOR FINISH T.D.B. BY OWNER. NO LEVEL TYPE WIDTH HEIGHT THICKNESS REMARKS WAINSCOT (CEILING) 2. EXTERIOR CASING: TO BE 5/4 X 4 HEMLOCK TO MATCH SIDING. INTERIOR CASING BY OTHERS WITH 1 3/4�� .HISTORIC SILL NOSE. SILL HORNS TO FINISH o FLUSH WITH EXTERIOR CASING, 001 BASEMENT C 31-611 1-011 3, GLAZING TYPE: 3/4" DOUBLE GLAZE CLEAR SIMULATED DIVIDED WITH BLACK SPACER BARS. PROVIDE LOW-E 212, TEMPERED AS REQUIRED BY CODE. 100 IST FLOOR (FIN.) B 3'-0" l'-oil 1-3/4" 4, WINDOW SCREENS: PROVIDE WOOD SCREEN SURROUND ON ALL OPERABLE UNITS, FINISH BY OWNER, HUNG TO FRAME, FULL SCREENS WITH CROSSBAR 101 IST FLOOR (FIN,) B 3'-011 l'-O" I-3/4" o AT DOUBLE HUNGS, SCREEN COLOR TO BE BLACK ALUMINUM, 102 GARAGE A 10'-0" 8'-O" 2" CUSTOM (CLOPAY) 5, HARDWARE: TYPE AND FINISH TO BE SELECTED BY OWNER, sole wPzn 3/44""x 6, ALL INTERIOR DOOR/WINDOW TRIM, FINISHES , AND COLOR TO BE SELECTED BY OWNER, 103 GARAGE A 10'-0" 8'-0" 2" CUSTOM (CLOPAY) 9/16"x 2-1/4" 1-1/9"x 2-1/4' r x 104 IST FLOOR (FIN,) D 0—011 1-0" 1-3/4" WINDOW PERFORMANCE DATA: 105 IST FLOOR (FIN.) D 6'-0" 1-oilI-3/4" SOFFIT FASCIA SHIP LAP (WALLS) 1, FOR THE MOST CURRENT PERFORMANCE DATA SEE LEPAGEMILLWORK, THERMA-TRU AND UPSTATE DOOR CO, 106 IST FLOOR (FIN.) F 51-411 11-011 1-3/4" (2) 32" DOUBLE DOOR 8, ALL WINDOWS AND DOORS MUST MEET DP 30 (140 MPH) TESTING CRITERIA, 101 IST FLOOR (FIN,) E 30 -011 l'-O" 1-3/4" INSULATED F.C,S.C. 9, WINDOWS AND DOORS MUST MEET OR EXCEED U-FACTOR OF 0,55, 108 IST FLOOR (FIN,) G 3'-011 l'-0" I-3/4" POCKET DOOR 10. ALL GLAZED FENESTRATION MUST MEET SHGC MAX = ,40, PROVIDED SHGC = ,21 °- II. FOLLOW LEPAGE INSTALLATION GUIDELINES FOR STAINLESS STEEL JAMB CLIPS FOR HIGH WIND INSTALLATION, loci IST FLOOR (FIN,) E 2'-8" l'-0" I-3/4" o 12, WALL OPENING (WINDOWS AND DOORS) PROTECTION (WIND DEBRIS PROTECTION 140 MPH) SHALL BE PROVIDED WITH WOOD STRUCTURAL PANELS TO 110 IST FLOOR (FIN,) E 31 -011 1-011 I-3/4" INSULATED F.C.S.C. o ru CODE, III IST FLOOR (FIN,) E 2'-811 1'-0" 1-3/4" N Gg MILLWORK 13, CONTRACTOR TO VERIFY ALL EXISTING WINDOW AND DOOR OPENINGS PRIOR TO WINDOW AND DOOR SHOP APPROVAL, 112 IST FLOOR (FIN,) E 2'-8" 1'-0" 1-3/4" = a MCAPI 3/4"X 1 1/16' 14. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312,2,1 AND R312,2,2 113 IST FLOOR (FIN,) E 2'-811 l'-O" 1-3/4" W/ MIRROR ON W.I.G. SIDE Gg MILLWORKrMCP514 15, PROVIDE EXTENSION JAMBS AS REQUIRED FOR WALL THICKNESS, $ •• MGG31:11/I6"X 3 1/2" 114 IST FLOOR (FIN,.) G 2'-811 l'-O" 1-3/4" POCKET DOOR. W/ MIRROR ON BOTH SIDES o a o 115 IST FLOOR (FIN,) F 51-411 l'-0" 1-3/4" (2) 32" DOUBLE DOOR r o 116 IST FLOOR (FIN,) E 2'-811 l'-O"RR310.1.1 MINIMUM OPENING AREA, ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET (0,530 M2), Ill IST FLOOR (FIN,) E 2'-8" l'-0" 1-3/4" W/ MIRROR ON BATH SIDE EXCEPTION: 118 IST FLOOR (FIN,) E 2'-811 1'-0" GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0,465 M2), 200 2ND FLOOR D 6'-O" l'-0" 201 2ND FLOOR E 2'-8" 1'-O" II/16"x RR310.1,2 MINIMUM OPENING HEIGHT, THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610 MM), 202 2ND FLOOR F 5'-4" l'-011 I-3/4" (2) 32" DOUBLE DOOR, W/ MIRROR ON CL, SIDE �( RR310,1.3 MINIMUM OPENING WIDTH, THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508 MM), 203 2ND FLOOR F 5'-411 1'-O" 1-3/4" (2) 32" DOUBLE DOOR, W/ MIRROR ON CL. SIDE Gg MILLWORK: Ga MILLWORK i 1/RK Gg MILLWORK 204 2ND FLOOR E 2'-8" 1'-O" 1-3/4" W/ MIRROR ON BATH SIDE MC882 I I/16"X 1 1/16" MCC312 II/16"X 3 1/2" RR310,1.4 OPERATIONAL CONSTRAINTS, EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM 205 2ND FLOOR E 2'-811 1-011 WITHOUT THE USE OF KEYS OR TOOLS, 206 2ND FLOOR E 2'-O" 11-011 BASE CASING CROWN 201 2ND FLOOR E 2'-811 11-011 200 2ND FLOOR E 2'-811 1-011 209 2ND FLOOR E 2'-811 l'-0" 1-3/4" W/ MIRROR ON BATH SIDE MOULDINGS 210 2ND FLOOR E 2'-011 1-0" 1-3/4" 2 l = 1�-0' DOOR TYPE INTERIOR DOOR DESIGN PER 211 2ND FLOOR E 2'-811 1'-O" 1-3/4" UPSTATE DOOR - LAYOUT 1130 212 2ND FLOOR JE 2'-811 1'-O" 1-3/4" W/ MIRROR ON BATH SIDE THREE PANEL DOOR DESIGN 213 2ND FLOOR E 2'-8" 11-O" " W/ MIRROR ON W,I,C. SIDE A B G D E F G ---- WINDOW SCH�DUL.� ' � ' �' �` � \ � WIDTH R.O. HEIGHT HEAD w � aNO, LEVEL WINDOW TYPE R.O. WIDTH (F,S.) HEIGHT CF,SJ HEIGHT MODEL REMARKS ` 101 IST FLOOR (FIN,) DOUBLE HUNG 26-5/8" 25-5/0" 45-3/5" 44-1/8" l' - oil ISII CA \ L11;1 '' o " " " iu 102 1ST FLOOR (FIN,) DOUBLE HUNG 26-5/8 25-5/8 45-3/8 44-1/8 1 - O ISiI �►� `�t }- X , J 103 IST FLOOR (FIN,) DOUBLE HUNG 42-5/8" 41-5/8" 41-3/5" 40-1/8" I, - oil 3415 F-+-� � GARAGE DOOR SINGLE SINGLE DOOR DOUBLE FRENCH SINGLE SWING DOUBLE SWING SINGLE POCKET 104 IST FLOOR (FIN,) PICTURE 48" 41-3/8" 40-1/8" 1' - O" X Z 1L u n u " i u 105 IST FLOOR (FIN,) DOUBLE HUNG 42-5/8 41-5/8 41-3/8 40-1/8 1 - O 3415 0 'd' S 9/16" [141,61 I/2 GLASS W/ SOLID TOP GLASS DOOR 3 PANEL 3 PANEL 3 PANEL 106 IST FLOOR (FIN.) DOUBLE HUNG 38-5/8" 31-5/8" 65-3/8" 64-1/8" 1' - O" 3021 DOOR PANEL DOOR DOOR DOOR M 101 IST FLOOR (FIN,) DOUBLE HUNG 38-5/0, 31-5/811 65-3/8 64-1/8 1 - O 3021 1 1/4" 132,01 105 IST FLOOR (FIN,) DOUBLE HUNG 38-5/81 31-5/8 65-3/8'1 64-1/8' l' - OI' 3021 (L u u " " i " loci IST FLOOR (FIN.) DOUBLE HUNG 38-5/811 31-5/811 65-3/811 64-1/81 1 - 0 3021 3 5/16" [84,31 �- WINDOW TYPE 110 IST FLOOR (FIN,) DOUBLE HUNG 38-5/8 31-5/8 65-3/8 64-1/S if — oil 3021 " Ill IST FLOOR (FIN,) DOUBLE HUNG 38-5/8" 31-5/8" 65-3/8" 64-1/8" 1' - oil 3021 112 IST FLOOR (FIN.) DOUBLE HUNG 38-5/8" 31-5/8" 65-3/8" 64-1/8" 1' - O" 3021 113 IST FLOOR (FIN,) DOUBLE HUNG 38-5/8" 31-5/8" 65-3/8" 64-1/8" 1' - O" 3021 1 1/8" [48,01 113 IST FLOOR (FIN,) AWNING 3l" 36" 32-1/2" 3211 l' - O" 3026 f- \` 114 IST FLOOR (FIN,) DOUBLE HUNG 38-5/8" 31-5/8" 65-3/8" 64-1/8" 1' - O" 3021 115 IST FLOOR (FIN,) PICTURE 4811 65-3/81, 64-1/8" l' - O" ' 2" IEO.31 116 IST FLOOR (FIN,) DOUBLE HUNG 42-5/8" 41-5/5" 65-3/8" 64-1/8" I, - oil 3421 ARCHITECT: Ill IST FLOOR (FIN,) DOUBLE HUNG 42-5/8" 41-5/8" 65-3/8" 64-1/8" l' - O" 3421 _ N I18 IST FLOOR (FIN,) DOUBLE HUNG 42-5/8" 41-5/8" 65-3/8" 64-1/8" l' - O" 3421 -" s~'s a w cn CASEMENT DOUBLE AWNNG FIXED 119 IST FLOOR (FIN.) DOUBLE HUNG 42-5/8 41-5/8 65-3/8 641/8 1 - O 3421 l 4 4 " ,,� P. ' w, HUNG 120 IST FLOOR (FIN,) DOUBLE HUNG 42-5/S" 41-5/8" 65-3/8" 64-1/8" l - O 3421 i.'tiJ •„ '�= `'° >LL 121 IST FLOOR (FIN.) DOUBLE HUNG 42-5/8 41-5/8 65-3/8 64-1/8 1 - O 3421 122 IST FLOOR (FIN.) DOUBLE HUNG 42-5/8" 41-5/8" 65-3/8" 64-1/8" l' - oil 3421 123 IST FLOOR (FIN,) DOUBLE HUNG 42-5/8" 41-5/8" 65-3/8" 641/8" l' - O" 3421 �"l ,y, �dlb 201 2ND FLOOR DOUBLE HUNG 38-5/8" 31-5/8" 51-3/8" 56-1/8" it - oil 3023 202 2ND FLOOR AWNING 3l" 30 32-1/2" 3211 1 - 0" 3026 203 2ND FLOOR DOUBLE HUNG 38-5/8" 31-5/8" 51-3/8" 56-1/8" 1' - O" 3023 DANIEL A: BUTLER, R.A. " AeS 204 2ND FLOOR DOUBLE HUNG 38-5/8" 31-5/8" 51-3/8" 56-1/8" 1' - O" 3023 l3/16 [182.5] 205 2ND FLOOR DOUBLE HUNG 38-5/8 31-5/8 51-3/8 56-1/8 1 - O 3023' 1/8" [22,1] 205 2ND FLOOR CASEMENT 38-5/8" 31-5/8" 51-3/8" 56-1/8" 1' - O" 3023 CASEMENT WITH2 1/ 153, 1 SIMULATED CHECK RAIL S =CTION A - A206 2ND FLOOR AWNING 33" 32" 32" 1' - O" 2626 O 201 2ND FLOOR DOUBLE HUNG 38-5/8" 31-5/8" 51-3/5" 56-1/8" 1 - O" 3023 = 201 2ND FLOOR AWNING 3311 3211 32-1/2" 3211 I, - oil 2626 ID 1 11/16" 1194,61 206 2ND FLOOR DOUBLE HUNG 38-5/8" 31-5/8" 51-3/8" 56-1/8" 3023 " n " u " 209 2ND FLOOR DOUBLE HUNG 38-5/811 31-5/811 51-3/8 56-1/811 11 - O 3023 0 11L 1 1/8 [48,01 210 2ND FLOOR DOUBLE HUNG 38-5/8 31-5/8 51-3/8 56-1/8 1 - oil 3023 LL cn U = o Z 211 2ND FLOOR DOUBLE HUNG 38-5/8" 31-5/8" 51-3/8" 56-1/8" l' - O" 3023 Z Z —' OMIT l7 W = o Q 4 (L 1 I/4 132,01 - - - - - " " " 11 " U! W � Q 'Q 4 CL 213 2ND FLOOR AWNING 3l1 36 32-I/211 321 1 - oil 3026 ^ Q L U O 214 2ND FLOOR AWNING 2ci 28 28-I/2 28 l - oil 2222 F—I 113/16" I46,11 215 2ND FLOOR AWNING 29" 2811 28-1/2" 2811 I, - oil 2222 w Q W LLl o N Lu 216 2ND FLOOR CASEMENT 38-5/8" 31-5/8" 51-3/8" 56-1/8" l' - O" 3023 CASEMENT WitH to d 4 --i e 04 SIMULATED CHECK RAIL U } •• o 1� , V� (L (Y uJ �` o N 0 3/4" [19,01 0 0 7; 211 2ND FLOOR DOUBLE HUNG 38-5/8 31-5/8 51-3/8 56-1/8 1 - O 3023 Q (� l�3 N N „ 219 2ND FLOOR FIXED 2511 2411 24-1/2" 24" 12' - 6" 1818 0( Q ~ 5 9/16 [141.6] 301 2ND FLOOR FIXED 25" 24" 24-I/2" 24" 12' - 6" I818CL o o 0 0 0 302 12ND FLOOR FIXED 12511 2411 24-1/2" 2411 12' - 6" 1818 z 3 3/8" VISIBLE GLASS 3 3/8" O 185,31 FRAME SIZE PAGE: I SECTION B - B Co rn 0 A 4 0 I XL DOUBLE HUNG W1 ALUMINUM CLAD IN -O" 04 N N i M 1 N a N i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 1f 140 1"11 .E PER HOUR ZONE - NAILING SCHEDULE THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE WOOD GENERAL NOTES: (TABLE 3.10 WFCM HIGH WIND EDITION) u FRAME CONSTRUCTION MANUAL, HIGH WIND EDITION (WFCM) PUBLISHED BY THE AMERICAN FOREST AND 1• All work shall be performed in accordance with all state,municipal, local ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS � PAPER ASSOCIATION. (2015) zoning and building codes and ordinances having jurisdiction and best a (TABLE 3.1. WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2O16 UNIFORM CODE SUPPLIMENT standards of construction practice• lu (140 MPH 3-SECOND GUST = 120 MPH FASTEST-MILE WIND SPEED (PER TABLE 3012(4)A) a PUBLISHED BY NEW YORK STATE, The American Institute of Architects Conditions shall apply to all work STRUCTURAL SHEATHING O AXIMUM NAIL SPACING FOR Sd ° performed on this project, SHEATHING LOCATION STUD SPACING PANEL SIDING COMMON NAILS FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA, SEE TABLE R301.21) ON COVER SHEET, p p (SEE NOTE 1) (INCHES, O.C.) °° ,JOINT' DESCRIPTION NUMBER OF NAILS NAIL SPACINGS ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR 02 OR BETTER WIND LIMITATIONS-SECTION R301.2.1 2• The Contractor shall verily all conditions at the site. Any discrepancies (SEE NOTE 3) (INCHES, O.C.) a DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION must be brought to the attention of the Engineer prior to commencement of ° ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) construction. The Contractor shall be responsible for corrections not 4' PERIMETER EDGE ZONE16 E 6 °° DEAD LOAD-SECTION R301.4 reported once he has started work except for hidden Job conditions. F 6 If RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 3. Contractor shall guarantee to the Owner that all materials and equipment °- CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-0d PER JOIST SMOKE INDEX R302.9 incorporated in the work will be new, and that all work will be of good INTERIOR ZONE 16 E 6 FLAME SPREAD INDEX R302.10 quality, free from faults and defects for a period of one year from the date F 12 (SEE NOTE 2) q CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING R302•II of the final Certificate of Occupancy. � FIRE BLOCKING MATERIAL R302.11.1 4• The Engineer shall not be responsible for the construction means,methods, E 4 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-I6d EACH LAP FIRE PROTECTION OF FLOORS R302,1.3 techniques, sequences or procedures, or for the safety precautions and GABLE ENDWALL RAKE AND RAKE TRUSS F 4 COLLAR TIE TO RAFTER (FACE-NAILED) (0-ad PER TIE LIGHT AND VENTILATION-SECTION R303 programs in connection with the work, and he shall not be responsible for the a MINIMUM ROOM AREAS-SECTION R304 contractors failure to carry out the work In accordance with the construction E - NAIL SPACING AT PANEL EDGES (IN.) a BLOCKING TO RAFTER (TOE-NAILED) 2-Sd EACH END CEILING HEIGHT-SECTION R305 documents, The Engineer shall not be responsible for the acts or omissions by F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END SANITATION-SECTION R306 the contractor. No changes shall be made in the documents and/or the TOILET BATH AND SHOWER SPACES-SECTION R301 building as designed without the expressed written consent of the Engineer. 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ° o WALL FRAMING 5. The contractor and all suocontractors shall maintain continuous Insurance SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. °' Simpson Strong-Tie tie z GLAZING-SECTION R308 o p ng o TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d (SEE NOTE 1) PER FOOT GARAGES AND CARPORTS-SECTION R309 coverage including statutory policies (Worker Compensation, etc.) and MT630C OR CS16 i 1/4" N N EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 g y y 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING general liability In an mount not less that s5 million and automobile liability and TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-liod JOINTS - EACH SIDE damage coverage not less than$2 million, The Engineer shall be a named MEMBERS WITH G)0.49. FOR FRAMING MEMBERS WITH 0.42<G<0 49 THE NAIL SPACINGS SHALL BE ° COILED STRAP EXITS-SECTION R311 g g g REDUCED TO 6 INCHES O.C, w $ % STAIRWAYS-SECTION R311.5 insured on any and all polices, AT AT EACH ROOF RAFTER a � a STUD TO STUD (FACE-NAILED) 2-I6d 24 O.C. HANDRAILS-SECTION R311.5.6 6 1 , Provide copper termite shields over fibrous insulation at all perimeter USE 8-6d NAILS AT o °o A 3. TABULATED INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED t0 RAFTER/TRUSS FRAMING �, o a o HEADER 70 HEADER (FACE=-NAILED) I6d 16" O.C. ALONG EDGES GUARDS-SECTION R312 sills. 6 MEMBERS WITH G>0.49° FOR FRAMING MEMBERS WITH 0°42<G<0.49- THE NAIL SPACINGS SHALL BE EACH END a SMOKE ALARMS-SECTION R313 1, All wood in contact with concrete or masonry to be Wolmanized or pressure REDUCED TO 4 INCHES O.C. P Q TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2x4 SCUD FOAM PLASTIC-SECTION R314 creosoted, ���� T O R00 RAFTER 3-I6d PER 2x6 STUD FLAME SPREAD AND SMOKE-SECTION R315 8, A single station smoke detector alarm device shall be installed in each 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING /'� INSULATION-SECTION R316 bedroom, on all floors and shall be all Interconnected per code. MEMBERS WITH G>0.49, FOR FRAMING MEMBERS WITH 0.42<G<O4% THE NAIL SPACINGS SHALL BE CONNECTION 4-I6d PER 2x8 SCUD 9. All bathrooms without operable windows to be mechanically ventilated as BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO16T OR BLOCKING DWELLING UNIT SEPARATION-SECTION R311 p y REDUCED TO 3 INCHES O.G. 2-16d (SEE NOTE 1,2) PER FOOT MOISTURE VAPOR RETARDERS-SECTION R318 per New York State Code. (F-AGE-NAILED) PROTECTION AGAINST DECAY-SECTION R319 10• Heating to be designed to provide 10 degrees F. with outdoor Simpson Strong-Tie FLOOR FRAMING PROTECTION AGAINST TERMITES-SECTION R320 designed air-temperature of 0 degrees F, and 15 MPH wind. GS16 i 1/4°COILED STRAP - JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-Sd PER JOIST SITE ADDRESS-SECTION R321 11• All electrical work to be in accordance to the rules and regulations of the 16" O.C. USE 4-8d NAILS ACCESSIBILITY-SECTION R322 N•Y•B•F.U, and a N.Y•B•F•U, certificate Is to be presented to the Owner at AT EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-Sd EACH END ELEVATORS AND PLATFORM LIFTS R323 the completion of the job. UNDER SILL PLATE FLOOD RESISTANT CONSTRUCTION-SECTION R324 12. Plumbing Installation to comply with State and Local codes and the sewage BLOCKING TO JOIST (TOE-NAILED) 2-Sd EACH END FOUNDATIONS-CHAPTER 4 disposal system to meet Health Department standards. MIN OVERLAP IS 12" BLOCKING t0 SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 13. Do not scale drawings• Use figure dimensions only, ° ° NOTE: 14, All work to conform to the rules and regulations of the New York Energy 0 0 STRAPS MAY BE LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6d EACH JOIST 3000 POUNDS PER SQUARE FOOT, CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS g gy o ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND FOUNDATION WALL Conservation Construction Code. All glazed area to be double glazed and ° 0 PLACED EITHER JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sd PER JOIST DESIGN, all exterior doors to have Insulated cores. ° o o UNDER OR OVER z FOUNDATION NOTES: 15• The Insulation protection as Indicated on these plans exceeds the Code's ° ° ° ° , SHEATHING BAND JOIST TO JOIST (END-NAILED) 3-I6d PER JOIST 5/5" ANCHOR BOLTS (S87B 28) SEE CHART ON THIS SHEET FOR SPACING minimum standards. ° 00 '0 N 8" POURED CONCRETE FOUNDATION WALL,8'0" HIGH,3000" TEST 16, These drawings and specifications are Instruments of service and shall ° ° BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6d (SEE NOTE U PER FOOT MINIMUM DEPTH-SECTION 403.1.4,45" MINIMUM COVERAGE 70 TOP OF FOOTING remain the property of the Engineer whether the project for which they are ° ° , ° �0 ROOF SHEATHING 16" X 8" POURED CONCRETE WALL FOOTINGS,30000 TEST made Is executed or not. They may not be used on any other project except ° ° ° , ° SEE TABLE 3.11 2-1 3/4" X II 1/8" MICROLAM GIRDER (OR 3 1/2" X 11 1/8" POWER BEAM) by written authorization of the Engineer• STRUCTURAL PANELS ° o Sd 4" POURED CONCRETE FLOOR SLAB WITH 6X6X"10 MESH AND VAPOR BARRIER Il. The engineer has not been retained for site supervision,on-site THIS SHEET Inspections and certifications as required or requested b the owner, ° ° m' V Cl) DIAGONAL BOARD SHEATHING DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 p q q y ° , ° ', I; � � 2_gd 30" X 30" X 12" DEEP POURED CONCRETE COLUMN FOOTINGS,3000" TEST contractor or local bulldirg department. 1"x6" OR 1"x8" PER SUPPORT PECK AND PORCH FOOTINGS AS NOTED,3000"TEST,48" MINIMUM BURIED DEPTH UPLIFT-CONTINUOUS PATH CONNECTORS 1"x10" OR WIDER 3-Sd PER SUPPORT FOUNDATION WALL TO EXTEND A MINIMUM OF 8" ABOVE FINISHED GRADE USE SIMP50N STRONG-TIE CONNECTORS rT,� FOLLOW PRODUCT SELECTION GUIDE AND INSTALLATION MANUAL FOR HIGH ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL 00 CEILING SHEATHING NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING WIND RESISTANT CONSTRUCTION CATALOG C-HW02 00 GYPSUM WALLBOARD 5d COOLERS l° EDGE / 10" FIELD POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER ° ° .� (Y C1 PROVIDE 3 1/2" STEEL LALLY COLUMNS ANCHOR BOLTS IN FOUNDATION USE: ° ° O %0 ° ° Yi WALL SHEATHING BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND 65TB28 WITH BEARING PLATE,SEE FOUNDATION NOTES FOR SPACING 00 Simpson Strong-Tie >- W � X STRUCTURAL PANELS Sd SEE TABLE 3.11 HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT 00 ° ° CS16 1 114" COILED STRAP - CQ B X THIS SHEET DAMAGE BY THE BACKFILL (SECTION R404.1.1) SILL PLATE TO RIM JOIST USE: ° ° 16" O.C. USE 4-Sd NAILS "� Z .4 FIREBOARD PANELS FLOORS-WFCM PRESCRIPTIVE METHOD LTP4 16" O.C. AT EXTERIOR PERIMETER AND GARAGE/HOUSE COMMON i AT EACH SCUD O FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION MIN OVERLAP IS 2'I" 6d 3" EDGE / 6" FIELD o M M 1/16" USE 4 Sd NAILS AT EAC END SiLL 'LAT TO 0 ►--�-1 DRAFTSTOPPING-SECTION R502.12 � 25/32" ad 3" EDGE / io" FIELD FIREBLOCKING-SECTION R502.13 FLOOR CONSTRUCTION: GARAGE STUD TO GARAGE SILL PLATE USE: RIM JOIST AND RIM i JOIST TO W GYPSUM WALLBOARD 5d COOLERS 'i" EDGE / 10" FIELD 3/4" OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM SSP CONNECTOR AT 16" O,C• HARDBOARD ad SEE TABLE 3.11 THIS � CONNECTIONS 00 Q- QC �j FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS, SPACING AS NOTED �B USE 4 8d NAILS AT EACH END _ OOR T O FLOOR CONNEC SHt• FASTEN PER TABLE 3.1 WFCM STUD CONNECTION PARTICLEBOARD PANELS ad SEE TABLE 3.11 THIS SHT• 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL FINISH FLOORS PER AGREEMENT RIM JOIST TO STUD CONNECTION USE: cil WALL CON6TRUCTION-WFCM PRESCRIPTIVE METHOD MTS 12, 16" O•C. DIAGONAL BOARD SHEATHING WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED IN ACCORDANCE WITH USE 4 8d NAILS AT EACH END 1"x6" OR 1"x8" 2-8d PER SUPPORT TABLE 3.1 WFCM St Simpson rong-Tie LU 1"AO" OR WIDER 3-Sd PER SUPPORT IX6 PINE FASCIA,WRAP FLOOR TO FLOOR CONNECTION USE: " BLOCKING AT II CS16 1 1/4 COILED 1/2 SPACING �� w (--- OVERHANGS AS NOTED 11 36, 16 O.C. VINYL VENTED SOFFITS STRAP WIN MIN 12° ALLOWS o 24 O.C. ALLOWS F--� FLOOR SHEATHING USE 4 Sd NAILS AT EACH END HOLDDOWN 14OLDDOWN ALUMINUM GUTTERS AND LEADERS FOR CANTILEVER CONDITION USE MTSI2, 16" O,C• OVERLAP AT EACH INSTALLATION STRUCTURAL PANELS SIDING:SEE ELEVATIONS USE 4 8d NAILS AT EACH END STUD INSTALLATION SIDEWALL ARCHITECT: I" OR LESS ad 6" EDGE / 12" FIELD TYVEK HOUSEWRAP 1/2" OSB SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM RAFTER TO STUD CONNECTION USE: {} GREATER THAN 1 loci 6 EDGE / 6 FIELD MTS 12,EACH ROOF RAFTER ENDWALL 2X6 STUDS A 16 O.C. WITH 2X6 SHOE AND DOUBLE 2X6 PLATE DIAGONAL BOARD SHEATHING1/2"( TYPE X GYPSUM WALL BOARD USE 8 ibd NAILS AT EACH END NOLDDOWN (� , ��� BvrZcc��' rattle IN GARAGE 0° ° Op 5/8 <c II II II lNDUS) CORNER STUD 1 x6 OR I x8 2-8d PER SUPPORT 1/2 MR GWB IN WET AREAS RAFTER TO RIDGE TO RAFTER CONNECTION USE: o ;•.� ` A7 LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE EXIT REQUIREMENTS OF C820 USE 8-Sd NAILS IN EACH END CONNECTED t0 1"x10" OR WIDER 3-Sd PER SUPPORT o i A7 EACH ROOF RAFTER TRANSFER SHEAR o - SECTION R310 0 2-16d COMMON NOTE DRILLING AND NOTCHING LIMITATIONS IN FIGURE R602.6(U FOR BEARING WALLS AND FIGURE 1. NAILING REQUIREMENTS ARE: BASED ON WALL SHEATHING NAILED 6 °" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" ON-CENTER R602.6(2)FOR NON-BEARING WALLS• DECK POST TO CONCRETE CONNECTION USE: 0 HOLDDOWN NAILS At 10" O.C. • 30 AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602,10.5 P5544A FOR EACH POST -USE 14 - I6d NAILS (HDU5) ° •'�,;�:1t�f ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH, ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD ® � ® CORNER STUD 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TD ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(&) FASTENERS PER SHINGLE (SECTION R9o5.6) DECK POST TO GIRDER CONNECTION USE: 2-I6d COMMON TO DANIEL A. BUTLER, R.A. UNDERLAYMENT APPLICATION (SECTION R905.2.1) PC44 FOR EACH POST 0 NAILS AT 6" O.G. 0 CONNECTED 1-i6d NAIL PER FOOT. TRANSFER SPEAR (TABLE 3,11 WFCM NIGH WIND EDITION) FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) UNITS HORIZONTAL(11-PERCENT SLOPE),UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12) UNITS HORIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT GIRDER TO DECK JOIST CONNECTION USE: WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 1140 MPH 3-SECOND GUST 120 MPH F SHALL BE TWO(2) LAYERS APPLIED IN THE FOLLOWING MANNER, APPLY A 19-INCH (453 MM) STRIP OF MT6i2 g EACH JOIST FLOORTO FLOORCONK CTiO S Q = FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3) UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE,APPLY 36-INCH-WIDE(S14 MM)SHEETS OF UNDERLAYMENT, PORCH POST TO DECK USE: SHEATHING LOCATION Q �' STRUCTURAL SHEATHING MAXIMUM NAIL SPACING FOR ad � .STUD SPACING OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED SUFFICIENTLY TO HOLD IN 2- AC4 - USE 14- I6d NAILS CANTILEVER R CONDiTiON �(� O OR PANEL SIDING COMMON NAILS (SEE NOTE 1) (INCHES, O.C.) PLACE, FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12) UNITS (P Z )- (SEE NOTE 3) (INCHES, D,C.) PORCH POST TO GIRDER USE: 2-AC4 DOWN I WALL E 6 ICE PROTECTION (SECTION R 905.2.1.1) USE 14- I6d NAILS 1 3/4" MINIMUM BHOLD DOWN i3RAC��'1'S AT SHEARWA A �- O (Q 4 EDGE ZONE 16 EDGE DISTANCE F 12 (SEE NOTE 2) UNDERLAYMENT IN HIGH WIND (SECTION R 905,2.1.2) N }- 111 E 6 FLASHING (SECTION R 905.2.8) PORCH ROOF RAFTER TO GIRDER USE: (I ) (' ' }''� �+ O •�t LL } INTERIOR ZONE 16 CHIMNEY'S AND FIRESPACES-CHAPTER 10 MTS 12 AT EACH ROOF RAFTER WINDOW AND DOOR OPENINGS U_ U n O O Z O F 12 ENERGY EFFICIENCY-CHAPTER 11, SEE ATTACHED REPORT D W(FLOOR TO FLOOR t FLOOR TO FOUNDATION: WFCM FIGURE 3.8s 4 3.8b) Z Z 4 z Simpson Strong-tie O � � MECHANICAL-CHAPTER 12 H-2.5 CLIPS 10 16" O.C. LLI 4 O d A- E = NAIL SPACING AT PANEL EDGES (IN,) GENERAL MECHANICAL SYSTEMS-CHAPTER Q F- F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) HEATING AND COOLING EQUIPMENT-CHA USE S-Sd NAILS Simpson Strong-Tie H W W ::3 O Q Q EXHAUST SYSTEMS-CHAPTER 15 AT EACH STUD U210 2X6 4II Q t U 1, FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT DUCT SYSTEMS-CHAPTER 1(o O At EACH RAFTER a SAGpson Strong-Tie w W LU Z O aL O N REQUIREMENTS SHALL BE USED. COMBUSTION AIR-CHAPTER 11 CHIMNEYS AND VENTS-CHAPTER IS 4-loci x 1 1/2" 4 ^ d) } Q Q O O 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING PLUMBING-PARTVII 1e At EACH POST RIDGE TENSION! STRAP I--1 O O MEMBERS•WITH G>0,4S. FOR FRAMING MEMBERS WITH 0.42<G<0•49, THE NAIL SPACINGS SHALL NOTE_ C620 USE 8-Sd NAILS !ll ATTACH LEDGER TO FRAMING IN EACH END AT O IL l7 r BE REDUCED TO 6 INCHES D.C. c EACH ROOF RAFTER IY. � IF- � � . FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED MEMBER WITH 2-i/2" X 5" LAG SEE PLAN U LL 3 - FOR COMMON NAILS. BOLTS AT 16 ON CENTER • . I . Q Iva O Z D .. 0 o Simpson Strong-Tie c!J (TABLE 3.2B WFCM HIGH WIND EDITION-2015) �° �° �° a U210 2X6 SILL OR BOTT01'1 PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS � D '� Z� 'n, Z� 'L � AT EACH CEILING JOIST a ° ° MAXIMUM ANCHOR MAXIMUM ANCHOR c . 'o iic . 'o c . �o 15 . o - 4-10d x 1 1/2" � a b RAFTER O ~ BOTTOM PLATE TO FOUNDATION FOUNDATION c o r,., o 0 4 0 -7 BOLT SPACING (IN.) BOLT SPACING (IN.) 11 ° 4 ° BOLT CONNECTION RESISTING SUPPORTING (1/2" ANCHOR BOLTS) (5/8" ANCHOR BOLTS) D ; Z� IL Z� ' Z� ' ° � a q c o o Z o c o c Simpson Strong-tie a RIDGE BEAM JOIST HANG REQUIRED PAGE: 0 4 o p o ' , U210 2X6 a LATERAL AND SHEAR LOADS 1-3 STORY 31 48 - o AT CATHEDRAL CEILINGS AT EACH DECK/PORCH JOIST II _• LSSU OR EQUAL o c 2 MINIMUM n 4-10d x 11/2" SIDECOVER Simpson Strong-tie a j/jj\ D 11 �A TOc � •.o • O NOTE: MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL L1,. � D � o c � o D 'p Simpson Strong-tie P15844 RIDGE TENSION 0 N a a SSTB28 WITH BP AT EACH POST FOOTING FOUNDATION ° ° ° TYPICAL PORCH/DECKPORCH COLUi N T A � N p o CONNECTIONS n LEDGER CONNECTIONS ANCHOR BOLT DETAIL CONNECTIONS DETAIL N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. STAGGER FASTENERS _ IN 2 ROWS TABLE R501.2 DECK LEDGER CONNECTION TO BAND JOIST a (a O O 5 DISTANCE SHALL BE PERMITTED TO (Deck live load = 40 esf, deck dead load = 10 esf smow load 5 f s w ,5" MIN, FOR 2x8 BE REDUCED TO 4,5" IF LAG SCREWS z 5 MAX 5,5° MIN. FOR 2x10 ARE USED OR BOLT SPACING IS CONNECTION DETAILS JOIST SPAN 1,5 MIN, FOR 2x12 REDUCED TO THAT OF LAC: SCREWS ° 0 6' E LESS l TO 8 aT' TO 1 'IOT' TO 1 '12'1" TO 1 '14'1" TO 1 761" TO 1 3/4 MIN, TO ATTACH 2x8 LEDGERS TO 2x8 z 2" MIN, BAND JOISTS, ON-CENTER SPACING OF FASTENERS SHEATHING 1/2 -INCH DIAMETER LAG SCREW W/ ° LEDGER 1/2" LAG SCREW OR BOLT 1/2 -INCH MAX, SHEATHING, (c,d) 30 23 18 15 13 11 10 z a SIDING 1 1/2 -INC4 DIAMETER BOLT W/ FIGURE R5012.10) 1/2 -INCH MAX, SHEATHING, (d) 36 36 34 29 24 21 � FLASHING FOR pu WATER TIGHTNESS1/2 -INC4 a PLACE LENT OF LACE SCREWS AND BOLTS IN LEDC- E S 1 INCH MAXI.4METER SHEATHING, (e)/ BOLT 3 a 6 36 29 24 21 1& 16 DECKING2x4 CONTINUOUS � For SI: 1 INCH=25,4 mm, I FOOT=304,8 mm, 1 POUND PER SQUARE FOOT=0,0419 kPa, LATERAL BRACE AT 6' O,C, _ a, LEDGERS SHALL BE FLASHED IN ACCORDANCE W/ SECTION R103,4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAN IST, ° b, SNOl1 LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD, o c, THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST, 2-I0d NAILS N APPROVED JOIST HANGER d, SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER, m ---- e, SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL, GYPSUM BOARD, FIBERBOARD, LUMBER OR TRUSS OR53 2" MIN, FOAM SHEATHING, UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO I CEILING JOIST 2x LEDGER WITH FASTENERS 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. ° o a o IN ACCORDANCE WITH TABLE R501,2 FLOOR SHEATHING NAILING GABLE END Q a AT 6" MAXIMUM ON CENTER CIS TO JOIST WITH HOLD-DOWN SIMPSON DTT2Z TRUSS a r d r TENSION TIE I FLOOR JOISTS SIMPSON DTTIZ HOLD DOWN TABLE R501,11 At 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS END OF THE LEDGER. HOLD DOWN DEVICES AND BAND JOISTS I 10-Sd SHALL FULLY ENGAGE DECK JOIST PER NAILS HOLD DOWN MANUFACTURER, MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS + + + + + + 5d COOLER NAILS 6 A FULLY THREADED 3/8" DIAMETER LAG TOP EDGE BOTTOM EDGE ENDS ROW SPACING 10" O.C. SCREW PREDRILLED w/ MIN, 3" PENETRATION + + + + LEDGER (a) 2 INCHES (d) 3/4 INCH 2 INCHES (b) 2"x4" BLOCK NAILED t0 EACH TO CENTER OF TOP PLATE, STUDS, OR HEADER -�/ �5� 1 BAND JOIST (c) 3/4 INCH 2 INC HES 2 INCHES (b) (b) BRACE WITH 4-IOd NAILS i��0�•2.3C2� FOR SI: 1 INCH=25,4 mm GYPSUM BOARD �/ FIGURE�I t� l /� I a, LAG SCREW OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL DECK ATTACHMENT FOR LATERAL LOADS FLOOR JOIST DECK JOIST In, MAXIMUM 5N OF THE INCHES, NKH LEDGER IN ACCORDANCE WITH FIGURE R501,2.1(1) 5d COOLER NAILS At 1" O.C. 20 GAUGE STRAP c, FOR ENGINEERED RIM JOISTS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN, (FLOOR JOIST PERPENDICULAR TO DECK JOIST) d, THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER 10-8d NAILS ENDWALL SHALL BE IN ACCORDANCE WITH FIGURE R501,11(1) STUDS FIGURE R501.2.30) . DECK ATTACHMENT FOR LATERAL OA S GABLE ENDU4LL BRACING � � o TOP PLATES (UJFCI 1 FIGURE 11a) EXTERIOR OR BEARING WALL ENDWALL---� JOISTS a/ O STUD %0 w .4 H XzLL A A m F_ O BORED HOLE MAX DIAMETER 60�o NOTCH GREATER THAN °°°° BLOCKING 16d NAIL AT 24" O,G, GYPSUM BOARD • d OF STUD DEPTH 50% OF THE PLATE WIDTH ° °°° BLOCKING QO•_ tu co 5/8 MIN, TO EDGE- °° f' °°° 16 GAGE (0,054") AND 1,5" WIDE O O 5/8 MIN, TO EDGE METAL TIE ACROSS AND t0 EACH SECTION A-A t3 SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE WOOD STRUCTURAL PANEL OF STUD OOR 1;;)MACING AT END BAYS INSTALLED IN ACCORDANCE 40 NOTCH MUST NOT EXCEED WITH NAILING SCHEDULE �40% OF (ALL PANEL EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) w F- TOP PLATES ` ^Fcm FIGURE 31b) ad NAIL AT 12" O,C, ON ALL � FRAMING MEMBERS NOT AT BORED HOLES SHALL NOT PANEL EDGES ARCHITECT: CROOS ATEDTION OF CAME PIPE ad NAIL AT 4" O.C. (a) OUTSIDE CORNER DETAIL `Y Cf} GYPSUM BOARD NOTCH IN STUD ad NAIL AT 6" O.C. (ALL PANEL EDGES) 12" MAX. NOTCHING AND BORED HOL'm LIMITATIONS FO T01:' PLATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON ' SHEAR WALL REQUIREMENTS WOOD STRUCTURAL PANEL INTEERIOR NONE RING WALLS INSTALLED IN ACCORDANCE ,,,� `Q30S� 16d NAIL At 24 O.C. WITH NAILING SCHEDULE (UJI=CI"12015 SBC HIGH WIND EDITION) NO CEILING DANIEL A. BUTLER, R.A. RAFTERS AND CEILING CENTER 2x BLOCKING (TABLE 3.1, WCFM HIGH WIND EDITION) JOISTS OR APPROVED DIAPHRAGM ON SHEATHING JOINT ad NAIL AT 6" O.C. ON ALL ROOF TRUSS REQUIRED FRAMING MEMBERS At PANEL EDGES AND 12" O,G. ON ALL 15/32 WOOD STRUCTURAL PANELS �- ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT Q TOP PLATE SECOND STORY TOP PLATE- BASED ON SHEARWALL REQUIREMENTS (b) INSIDE CORNER DETAIL PANEL EDGES Q SEE DRILLING AND _l NOTCHING PROVISIONS GABLE ENDUJALL, BALLOON /� M � o JOIST IS PERMITTED TO M METHOD. EXTERIOR COIRNER FRAMING � � TOP PLATES BE CUT OR NOTCHED WALL STUD- FRAMING 1 ING PREFERRED I 1 ETHOD O BOTTOM FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND (�/ Z N )- Q SEE DRILLING AND W PLATE NOTCHING PROVISIONS O )uj LL CD NOTCHING PROVISIONS WFCM SECTION 3,4,1,1.1 ROOF FRAMING DOUBLE TOP PLATE U- W � O o } WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN WALL WALL WALL Z Z O O Z z STUDEE - I JOIST ENDS t0 BE 4" 4" 4" 2" cn 0 lu :1 01 O BLOCKED AGAINST = N () U Q �/ T ROTATION IN ACCORDANCE WITH WFCM 3,3,1.3-END RESTRAINT \ QJU U O Q BORED HOLE MAX - FOR BLOCKING AND 3,3.1,4 BRIDGING CRIPPLE STUDS STU TO RAFTER CONNECTION TUB , O BAND JOIST AND BRIDGING I — Q Lu Ill O �t DIAMETER 40% TOP PLATE OR FLOOR TO FLOOR CONNECTION W !LI �- Z O Y N OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3,3 HEADER DEPENDING ON CONDITION, SEE 21 CLEARANCE 30 -I-- ^ Q Q O l O 5/8" MIN, t0 EDGE— BEARING HEADER DETAILS ON SHEET 1 OF 1 THIS SET LAVATORIES I Q O } J N WALL TO STUDS $DEB (L 0 F C'4 N I I \ 5/S" MIN, TO EDGE FULL LENGTH WA C '� � Q LAP JOIST 3 IN, MIN, HEADER STUDS WALL STUDS WALL TER CLOSET WALL 24 CLEARANCE IN O CL NOTCH MUST NOT EXCEED = BAND JOIST BOTTOM PLATE NOS 15�� OR BIDET 15 25�o OF SCUD DEPTH FRONT OF OPENING OR BLOCKING UPLIFT CONNECTION IS REQUIRED z NOTCHES SHALL NOT BE cA •• LOCATED IN MIDDLE ONE-THIR JOIST _---------_•---------------------- AT EACH END OF HEADER AND I O OF STUD LENGTH SILL PLATE I ' AT BOTTOM OF NEADER STUDS IN IF HOLE IS BETWEEN 40% AND 6090 �- NO UPLIFT ADDITION TO CONNECTORS AT TUB Z CRAWL SPACE CONNECTOR ; , WALL STUDS AND AT TOP AND � OF STUD DEPTH, THEN STUD MUST SUBFLOOR Q BORED HOLES SHALL. NOT OR BASEMENT RUIRI`� BOTTOM OF CRIPPLES (� BE LOCATED IN THE SAME BE DOUBLE AND NO MORE THAN ° FOUNDATION ° 21" CLEARANCE 21" CLEARANCE CROSS SECTION OF CUT OR TWO SUCCESSIVE STUDS ARE NOTCH IN STUD DOUBLED AND SO BORED STUD TO PLATE /FOUNDATION PAGE: TUB PLATFORM FRAMING INTERMEDIATE HEADER TO STUDS: USE LSTA IS W/14 10d NAILS NOTCHING AND BORED MOLE LIMITATIONS FOiz STUD IN S LESS THAN (TION: WATER CLOSETS BEARING WALL (OPENINGS LESS THAN 6 FEET): USE DSP W/8 lOd NAILS IN SCUD AND 4 lOd NAILS IN PLATE a (OPENINGS GREATER THAN (I FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET 1 EXTERIOR WALLS AND BEARING WALLS CUJ�C1"I 201� — 04 M �' ITI TYPICAL WALL, FLOOR AND ROOF FRAMING 5 ,0 TYPICAL FRAMING AND UPLIFT CONNECTIONS �IC�Ui�� i�30�.1 Mc: HIGH WIND ED ON F Oil OPENINGS MINIMUM FIXTURE CLEARANCES Q CM N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WHEN SHEATHING THICKNESS EXCEEDS 11011, PLATE NAIL - 16d (0,135" x 3-1/2") AT TRIM SHEATHING; TONGUE AT RIM BOARD 12" ON-CENTER � a PLATE NAIL - 16d (0.135" x 3-1/2") AT ib" ON-CENTER- FLOOR PANEL NAIL - 8d (0.131" x 2-1/211) INTERMEDIATE BEARING W PLATE NAIL FLOOR PANEL NAIL - Sd (0.131" x 2-1/2") At 2x_ STUD WALL At 16° AT 6" ON-CENTER NO LOAD BEARING WALL ABOVE 6 ON-CENTER ON-CENTER" PLATE NAIL WEB STIFFENERS WEB STIFFENERS REQUIRED EACH WEB STIFFENERS REQUIRED REQUIRED EACH WEB STIFFENERS REQUIRED EACH ATTACH PANEL PER CODE SIDE AT A3.4W EACH SIDE At B3W o SIDE AT A2W SIDE AT A3. W OR SPECIFICATION BLOCKING 1-1/4" TIMBERSTRAND LSL RIM BOARD.• ° PANEL 1-114 TIMBERSTRAND I-1/8 RIM BOARD N WHEN SHEATHING THICKNESS TOE NAIL - 10d (0.131" x 3") TOE NAIL - IOd (0,131" x 3") AT 6" ON-CENTER- EXCEEDS 1/8", TRIM SHEATHING AT 6" ON-CENTER TONGUE AT RIM BOARD FOR RIM BOARD THICKER THAN 1-3/4" $ FOR RIM BOARD THICKER THAN 1-3/4" 12"MIN. - ATTACH TJI JOIST TO RIM BOARD WITH ONE 10d pu O TOE NAIL RIM-TO-JOIST NAIL - ATTACH TJI JOIST TO RIM BOARD WITH ONE 10d (0.128"x3") INSTALL PROPER (0.128"x3") NAIL. TOP NAIL FROM TJI JOIST INTO RIM �= TOE NAIL NAIL. TOP NAIL FROM TJI JOIST INTO RIM BOARD. BLOCKING t0 SUPPORT BOARD. WEB STIFFENERS - CONNECT CORNER WITH FOUR 10d (0,128"x3") NAILS. TOE NAIL ALL PANEL EDGES - CONNECT CORNER WITH FOUR IOd (0.126"x3")NAILS. REQUIRED EACH FROM SIDE OF PARALLEL CLOSURE INTO RIM BOARD TOE NAIL FROM SIDE OF PARALLEL CLOSURE INTO = SIDE At AIW RIM JOISTS RIM BOARD Z 0000 - MUST HAVE 1-3/4 MIN, JOIST BEARING A3 A3.1 A3.2 3.3 *CONVENTIONAL CONSTRUCTION CODE MINIMUM FOR USE WITH A3 ONLY, SEE THE SEE [LEVEL T✓l JOIST SPEC/F/FRS GUIDE, "TJ-4000, BLOCKING PANELS MAY BE REQUIRED � � N A1 A1W A2 A2W AT ENDS, ILEVEL TJI SPECIFIER'S GUIDE, 3,4 A3.4 " B3 B3W O ,4W,1 A u,2 A. NTJ-4000, AND THE ILEVEL RIM BOARD SPECIFIER'S GUIDE, W AND ILEVEL RlM BOARD SPEC/F/ER S GUIDE, T✓-8000, WITH SHEAR WALLS ABOVE OR BELOW a a ATTACH RIM JOIST PER A3 DETAIL. A3W FOR ADDITIONAL IN67ALLATION SPEC/F/CATIONS AND APPLICATIONS, (SEE DETAIL BI) TJ-8000, FOR A3,1-A3.3 INSTALLATION SPECIFICATIONS AND APPLICATIONS, o r o r 8" DIAMETER MAX. HOLE FOR 4'-0" LENGTH OF 8 DIAMETER MAXIMUM HOLE 8 DIAMETER MAXIMUM HOLE FOR 11-1/8 - 16 LOAD BEARING OR SHEAR WALL 3/4" REINFORCEMENT FOR II-1/8" - 16" DEEP DEEP BLOCKING PANELS: 6" DIAMETER ABOVE (MUST STUCK OVER WALL LOAD BEARING OR SHEAR WALL ABOVE WEB STIFFENERS II-�/8 - 16 DEEP BLOCKING ON ONE SIDE AT E2, BLOCKING PANELS: 6" MAXIMUM FOR BLOCKING PANELS S-1/2" DEEP BELOW WHEN PRESENT) IRC 502-1 REQUIRES LATERAL RESTRAINT (MUST STACK OVER WALL BELOW) REQUIRED BOTH PANELS: 6 DIAMETER MAX. FOR „ BOTH SIDES AT E3 DIAMETER MAXIMUM FOR OR SHORTER THAN 12" LONG. DO NOT CUT 12" OR SHORTER THAN 12 LONG (BLOCKING) AT ALL INTERMEDIATE SIDES AT E1W BLOCKING PANELS DEEP BLOCKING PANEL SUPPORTS IN SEISMIC DESIGN BLOCKING PANEL �� BLOCKING PANELS 9-1/2" DEEP . OR SHORTER THAN 12" LONG. 1-1/4" TIMBERSTRAND CATEGORIES DO, DI, AND D2 TO LOAD FROM ABOVE DO NOT CUT FLANGES, DO NOT CUT FLANGES, LSL OR ILEYEL 1-1/8" STRENGTHEN THE FLOOR DIAPHRAGM, I-I/4 tIMBERSTRAND RIM BOARD, NAIL WITH 2x4 MIN. SQUASH BLOCKS 1/16" ( " LSL OR ILEVEL 1-1/8" : ONE EACH AT TOP NAILS, RIM BOARD. NAIL WITH lOd (0.131" x 3") AND BOTTOM FLANGE. WEB STIFFENERS NAILS, ONE EACH At REQUIRED ON EACH SIDE � TOP AND BOTTOM ATTACH OF BOTH JOIST ENDS AT ` i/16" FLANGE, REINFORCEMENT TO JJJ B4W WEB STIFFENERS REQUIRED 2x4 MIN. • JOIST WEB WITH 3 ROW 10, REINFORCEMENT TO ATTACH � � A b" ON-0ENT R AILS END OF JOISTS AT EACH SIDE AT B1W AND B2W SQUASH BLOCKS . CENTERLINE OF SUPPORT 1-114" TIMBERSTRAND LSL OR ILEVEL JOIST FLANGE WITH ad 6'-O" LENGTH OF TJI JOIST CLINCHED, USE 2 ROWS 1-1/8 RIM BOARD. NAIL WITH lOd (0.131 REINFORCEMENT AND FIL LER x 2-1/2 ) NAILS WITH 9-1/2 AND 11-1/8 (0.131" x 3") NAILS, ONE EACH AT TOP AT 6" ON-CENTER. BLOCK. USE 4'-0" LENGTH WITH TJI JOISTS, BLOCKING PANELS MAY BE REQUIRED USE 2x4 AND BOTTOM FLANGE. WHEN REINFORCEMENT `9-1/2" AND 11-1/8" TJI JOISTS, 84 84W B2 62W - CS TRANSFER LOAD AROUND TJI cal I JOIST El E1W SQUAS14 BLOCKS To II c WITH SHEAR WALLS ABOVE OR BELOW q O I O SEE DETAIL Bl STAGdN \��/ STAGGER NAILS. E4 NOT FOR USE WITH 3-1/2 TJI JOIST FLANGE WIDTHS O cA W c14 ° cv r 1-114" TIMBERSTRAND LSL OR ILEVEL 1-1/0" FASTENING OF FLOOR PANELS FILLER and BACKER BLOCK SIZES �^ m RIM BOARD. NAIL WITH IOd (0.131 X 3 ) NAILS, GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW ^/ O 1-114" TIMBERSTRAND LSL OR ILEVEL ONE EACH AT TOP AND BOTTOM FLANGE. BLOCKING PANEL NAIL THROUGH 2x_CANTILEVER, WOOD BACKER TJIsm RIM BOARD Fla TJI°JOISTS 110 210 230 or 360 560 W m X 1-1/5" RIM BOARD, NAIL WITH 10d AND TJI JOIST WEB WITH 2 ROWS 10d (0.148" X NAIL SIZE ILEVEL hlR TIMBERSTRAND MICROLLAM° PARALLAM° S-ia oR ■ S-1/2 OR -_W OR 44 OR 18 OR 14 OR 18 OR F•�1 NAIL TO BLOCKING PANEL WITH CONNCtIONS 4 i3o 560 1-1/8" TIMBER LVL PSL DEPTH ■ 14 u OR 16 ■ lhvs ■ Q 11�. II-,/8• (0.131" x 3") NAILS, ONE EACH At To EQUIVALENT TO FLOOR PANEL SCHEDULE. 3") NAILS AT 6" ON-CENTER, CLINCHED. USE Sd(0.131"x 2-la") 4" 3" b" 4" 3" 3" 3" FILLER BLOCK 2x6+3/8" 2x8+3/6" 2xb+la" 2x8+ la" 2x12+Ia" TWO TWO TWO Z AND BOTTOM FLANGE, I6d (0.135" x 3-1/2") NAILS WITH 3-1/2" TJI JOIST IOd(0.148"x 3"),12d(0.148"x 3-1/4") 4" 4" 6" 4" 4" 4" 4" (DETAIL W P 2x6 2x8 SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING 2xb 2x8 2x12 O z ATTACH REINFORCEMENT TO JOIST 1 16d(0.162"x-,Ia") b" 6" I6" b' b' 8" b° CANrLEVER 2x6 4'-O"2x10 6'-O' 2xb+3/8 2AO+3/8 2xb+la + NOT ATTACH REINFORCEMENT TO &LONG O FLANGE WIDTHS FILLER SHEATHING SHEATHING SHEATHING SHEATHING NOT APPLICABLE (DETAIL E4I LONG LONG , „ „ APPLICABLE WITH ONE Sd 10.131" x 2-1/2n) NAIL At (1)ONE ROW OF FASTENERS PERMITTED(TWO AT ABUTTING PANEL EDGES)FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4"ON- nwn JOIST WITH ONE ad (0.131" X 2-1/2") CENTER SPACING AND MAINTAIN 3/8"JOIST AND PANEL EDGE DISTANCE,FOR OTHER APPLICATIONS,MULTIPLE ROWS OF FASTENERS (DETAIL Fl„ 5/8"OR 3/4" 3/4"OR 1/8" 1"NET 2x6 2x8 2x12 O C� NAIL At EACH CORNER EACH CORNER ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST 1/2"AND STAGGERED, oR�) w 0 HORIZONTAL BLOCKING (2)CAN BE REDUCED TO 4"ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1-3/6"(TO AVOID W O SPLITTING), (!J IF NECESSARY,INCREASE FILLER AND BACKER BLOCK NE/GNT FOR FAGS MOUNT HANGERS AND MA/NTAIN!/8"GAP AT 1�- PANELS BETWEEN EACH RECOMMENDED NAILING IS 12"ON-CENTER IN FIELD AND 6"ON-CENTER ALONG PANEL EDGE. FASTENING REQUIREMENTS ON TOP OF,.Vl6r;SEE DETAIL U/,FILLER AND BACKER BLOCK LENGTHS SNOULD ACCOMODAIF REQUIRED NAILING U)ITNOUT 3: O 12" LENGTH OF 3/4" JOIST, NAIL TO TOP ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED ABOVE. SPLITTING(11"MINIMUM FOR BACKER BLOCKS AND 14„MINIMUM FOR FILLER BLOCK&. E5 REINFORCEMENT ON 1LEVEL RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS BETWEEN PANELS AND t1) PLATE WITH CONNECTIONS �~�' FLOOR FRAMING, ONE SIDE At E5, EQUIVALENT t0 FLOOR 0� �� NAILING ROWS MUST BE OFFSET AT LEAST la"AND STAGGERED. PANEL SCHEDULE. Dc 14 GA,STAPLES MAY BE SUBSTITUTED FOR 86(0,113"x 2-la")NAILS IF MINIMUM PENETRATION OF I"INTO THE TJI JOIST OR FULL DEPTH / BOTH SIDES AT E6 /• WOOD \��g G�atip�� RIM BOARD Is ACHIEVED. JOISTS MUST BE LATERALLY SUPPORTED AT CANTILEVER BACKER 'C �c� l� �'V5 Fl APPLIES TO MAXIMUM SPACING OF NAILS IS 18"ON-c-ENTER FOR TJ1 JOISTS. VERTICAL O� 12" LENGTH OF 3/4° ���� ��a \-0 AND END BEARINGS BY BLOCKING PANELS HANGERS BLOCKING REINFORCEMENT ON UNIFORMLY LOADED OR DIRECT ATTACHMENT TO A RIM BOARD OR RIM JOIST. � Lu G BETWEEN ONE SIDE AT El, BOTH G a JOISTS ONLY, ti EACH JOIST LESS THAN 5 O SIDES AT ES ® SAFETY BRACING (Ix4 MINIMUM) AT 8' ON-CENTER lb' SILENT FLOOR ARCHITECT: LESS THAN 5" F1 J0/67 FRAMING DOER NOT ON-CENTER FOR TJl 110 JOISTS) AND EXTENDED TO A E6 ES �O BRACED END WALL.REOUIRE BRIDGING OR MID- BR �� f '�D A r C �; SPAN BLOCKING TEN AT EACH JOIST WITH TWO ad (0.113 x 21/2 ) NAIL , 4,;'` I B UT DO NOT BEVEL CUT JOIST BEYOND El MINIMUM (SEE WARNING), '%U� INSIDE FACE OF WALL, HANGER HEIGHT MUST BE A MINIMUM 1 Lr © r^ OF 60% OF JOIST DEPTH FILLER BLOCK: ATTACH WITH TEN 10d (0.128" x 3") ALLOWABLE LOAD / FACTORED RESISTANCE (LBS) RIM BOARD NAILS, CLINCHED. USE TEN 16d (0.135 x 3-1/2 ) FASTENER 1-114" TIMBERSTAND LSL ILEVEL 1-1/8" RIM JOINT BETWEEN ' . NAILS FROM EACH SIDE WITH 3-1/2" TJI JOIST EXTERIOR DECK ATTACHMENT OA / H2 JOISTS S� o3oa2�' FLANGE WIDTHS. USE FIFTEEN NAILS WITH TJI JOIST 3/0" LAG BOLT 400 / 630 N,A, / N,A, AlO „ STRUCTURAL EXTERIOR SHEATHING O r� DEPTHS GREATER THAN 16 . 1/2" LAG BOLT 415 / 150 400 / 515 (1) O O E2 DO NOT OVERHANG SEAT CUTS O 'T '- / A3 SEAMS BEYOND THE INSIDE FACE DANIEL A. BUTLER, R.A. BACKER BLOCK: INSTALL (1) THIS FACTORED RESISTANCE IS WITH A 3/0" GAP BETWEEN THE RIM / OF SUPPORT MEMBER. TIGHT TO TOP MOUNT (TIGHT TO BOARD AND DECK LEDGER J BOTTOM FLANGE WITH FACE - ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124, ~ Q MOUNT HANGERS). ATTACH WITH FLASHING - CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE Cg ,• 11/4" TIMBERSTRAND TOP MOUNT HANGER TREATED APPLICATIONS, TJI RIM JOIST LSL OR ILEVEL 11/0" TEN lOd 10.128" x 3") NAILS, � RIM BOARD. � CLINCHED WHEN POSSIBLE. O 2x_LEDGER A201 FACE MOUNT HANGER BACKER BLOCK F--1 BOTH SIDES OF WEB WITH SEE FASTENER TABLE 1-114" TIMBERSTAND LSL OR ILEVEL LI .. O SINGLE TJI JOIST Sl Hl O (Y Z �' Q BELOW. MAINTAIN 2 1-1/8 RIM BOARD. (--� LL Lu WEB STIFFENERSi REQUIRED IF SICES OF DISTANCE (MINIMUM) B2 w U- Lu � O O Z O FROM EDGE OF LEDGER Q IL) 0 O Z HANGER DO SNOT LATERALLY SUPPORT t0 FASTENER. L5 B3 / l7 U4 O d OL �J, O At LEAST 3/8 OF TJI JOIST TOP FLANGE WITH TOP MOUNT HANGERS, BACKER BLOCK ^ to � A- OH1 H2 REQUIRED ONLY FOR DOWNWARD LOADS EXCEEDING O P Q U1 U Q 250 LBS OR FOR UPLIFT CONDITIONS. O S4 1x USE Bl OR 52 AT F..I O INTERMEDIATE BEARINGS U w m z O Y O WITH LOAD BEARING OR Q Q O O Q APPLY SUBFLOOR ADHESIVE TO ALL CONTACT SURFACES SHEAR WALL FROM ABOVE w END OF JOISTS AT Lu O c i OPTION 01: — OPTION "2: WEB STIFFENER ATTACHMENT * WITH POINT LOAD FROM ABOVE, INSTALL WEB CENTERLINE OF SUPPORT BRACED END WALL - O Q- 0 1-1 i TJI JOIST BLOCKING WITH 2x_ STRAPPING STIFFENER TIGHT TO TOP FLANGE (GAP AT BOTTOM SEE NOTE 3 UNDER O U U LL — END BLOCKS INSTALLED INSTALLED At 1/3 JOIST- FLANGE) WHEN THERE IS NO SUPPORT BELOW. WARNING • At 1/3 JOIST-SPAN SPAN LOCATIONS USING Hi U LOCATIONS USING TWO ad TWO 2-I/2" SCREWS PER FLUSH BEARING PLATE REQUIRED. NAILING REQUIREMENTS o O ,_I TJI JOIST DEPTH MIN. WEB (0.113" x 2-1/2") NAILS OR JOIST, TYPICAL MAXIMUM I/4 OVERHANG l GAP-: SERIES (IN.) STIFFENER SIZE TYPE o N PERMITTED At BEAM. —L o EXTERIOR DECK 0 2-1/2 SCREWS, TYPICAL 1/8 MIN, 110 All 5/8" x 2-5/16" o O ATTACHMENT O 2-3/4" MAX, 210 All 3/4" x 2-E06" ad L4 o U z •• �gl (0.113" x 2-1/2") o I p 1 (1-1/2 230 4 360 All 1/8" x 2-5/16°FOR TJI 560, 3 3 0 L4 S60D, s41 JOIST) WEB STIFFENER 631 4 s33 All I" x 2-5/16" Q EACP560 4 s4l All 2x4 o 16d 0 DO NOT USE SAWN LUMBER FOR RIM DE 10.135" x 3-I/2" PROTECT UNTREATED o STRUCTURAL SEE SIZES IS" 4 4 WOOD FROM DIRECT SHEATHING PAGE: BELOW, 560D 20" 2x4 I,6d 5 5 CONTACT WITH o 0 SEE ALLOWABLE BOARD OR BLOCKING, OPTION "3: TIGHT FIT, 22° (0,135 x 3-1/2,� 6 II CONCRETE HOLES AS IT MAY SHRINK AFTER INSTALLATION. I-1/2 o KNOCKOUTS AT N3 USE ONLY ENGINEERED LUMBER, g a DIRECTLY APPROXIMATELY 12" ON-CENTER a. APPLIED CEILING �? ti N BEARING PLATE t0 BE FLUSH WITH A� 5 ,02 N3 O INSIDE FACE OF WALL OR BEAM N PBl WHEN SPECIFIED ON THE LAYOUT, ONE OF THE N ABOVE BRACING OPTIONS IS REQURED N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OP,IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS u BEARING AT WALL BEARING FOR DOOR a OR WINDOW HEADER FASTENER INSTALLATION REQUIREMENTS WHEN FASTENERS ARE REQUIRED ON BOTH 1-1/4 TIMBERSTRAND LSL OR BEAM TO BEAM BEARING: AT BEARING AT iLEYEL I-I/8" RIM BOARD OR CONNECTION CONCRETE WALL COLUMN PIECE • OF FASTENER SIDES, STAGGER FASTENERS ON THE « BLOCKING FOR LATERAL STRAP PER CODE IF TOP TOP MOUNT WIDTH PLIES SECOND SIDE SO THEY FALL HALFWAY u SUPPORT PLATE IS NOT CONTINUOUS HANGER TYPE"' MIN, LENGTH 0 ROWS O.C. SPACING LOCATION BETWEEN FASTENERS ON THE FIRST SIDE, a OVER HEADER ° IOd NAILS 311 32' 12" ONE j 2 12d-liod NAIL 3-1/4" 2`2' SCREWS 3-3/8" OR 3-1/2" 2 24" SIDE LOAD MUST BE o rs APPLIED EVENLY W° o IOd NAILS 3 3 12„ BOTH ACROSS ENTIRE BEAM z o ° 1-3/4" 3 2d-16d NAIL 3-1/4" 2(2) SIDES d WIDTH, OTHERWISE, USE u • SCREWS 3-3/S OR 3-I/2 BOTH SIDES 5„ 2 24 ONE SIDE CONNECTIONS FOR ° IOd NAILS"' 3" ONE SIDE SIDE-LOADED BEAMS. FACE MOUNT ° 4 1rSCREW6 6d NAILS3 3-1/4" 2a' 12 (PER PLY)COLUMN HANGER 5" or fo" 2 2411 BOTH SIDES MULTIPLE PIECES CAN BE NAILED OR S 6-3/4" ONE SIDE BOLTED TOGETHER TO FORM A ? SCREWS 5" or io" 2 24" BOTH SIDES HEADER OR BEAM OF THE REQUIRED PROTECT UNTREATED WOOD FROM 3-1/2" 2 6-3/4" 'I DIRECT CONTACT WITH CONCRETE � w W ONE SIDE SIZE, UP TO A MAXIMUM WIDTH OF T o SEE CURRENT iLEVEL LITERATURE FOR L4 L5 VERIFY COLUMN CAPACITY AND BEAM BEARING 1/2 BOLTS 8 2 24 - N L1 1.2 O FRAMING CONNECTORS O O LENGTH, SEE CURRENT iLEVEL LITERATURE. ED (1) 10D NAILS ARE 0.128"DIAMETER; 12D-16D NAILS ARE 0.148"-0.162"DIAMETER;SCREWS ARE SDS, SDW, USP WS,OR TRUSSLOK O (2)AN ADDITIONAL ROW OF NAILS IS REQUIRED WITH DEPTHS OF 14' OR GREATER. (3)WHEN CONNECTING 4-PLY MEMBERS, NAIL EACH PLY TO THE OTHER AND OFFSET NAIL ROWS BY 2"FROM THE ROWS IN THE PLY BELOW. o v $ v !! of � a ALLOWABLE HOLES - TJI JOISTS 1-1/2"ROUND HOLES MAY BE CUT ELEVATED BEAM ATTACHMENT AT BEARING R ANYWHERE IN WEB OUTSIDE OF HATCHED ZONE IF THEY ARE COLUMN BASE COLUMN BASE MIN.DISTANCE FROM TABLE A MIN.DISTANCE TATBLE EBFROM LOCATED 3"AWAY BEAM ON HORIZONTALLY(EDGE-TO-EDGE) COLUMN CAP DO NOT FROM A LARGER HOLE cut or notch P/auje, 1-1/4" TIMBERSTRAND LSL OR b" O 0 b" o OPTIONAL iLEVEL 1-1/8" RIM BOARD. NON-SHRINK Fr_ LI 2 x Dt DI CLOSELY GROUPED L2 2 x L2 D2GROUT SEE FRAMING PLAN lIF ES TO HOLES ARE PERMITTED IFNO FIELD CUTROUND MIN. NO FIELDCUT o APPLICABLE) OR iLEVEL es NOT 14ATC4M (ALL HIOLEs HOLES IN CUT HOLES LARGER THE GROUP PERIMETER " cut holes/n caVrtl/ever EXCEPT MEETS REQUIREMENTS FOR ALES IN THAN V2 IN 1 / FRAMER'S POCKET GUIDE FOR ra/nlorcement, ZONES KNOCKOUTS) ROUND OR SQUARE HATCHED CANTILEVER HOLES, ZONES MINIMUM END AND TABLE A - END SUPPORT ° INTERMEDIATE BEARING MIN, DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT LENGTHS. ° JOIST TA• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3" 4" 5" 6 I/2" -11' l/8` 11" 13' 2" 3" 4' S' b IR" 1' 1/8" 11' 13' ea -6„ 2 2,�„ 31611 a1�11 IIO I'•OI' 1' �0„ 31011 51011 1,011 11�11 210 1'-0" 1'-6" 2'-b" a -0 '-0" 2'6" 41.0" 5'-0" I'-0 I 2'-0 2'6" '-0" 3'-0" 4'6" 5'-0"5-1/2" 230 ° ONE 10d (0,128" x 3") NAIL EACH SIDE OF DRIVE NAILS At AN ANGLE t0 36o f 6" 2'-0" 3'-0" 4'-0" b'o" f b" 2'4" 3'6" 5'-0" 5-4" MEMBER At BEARING, 1-1/2" MIN, FROM END MINIMIZE SPLITTING OF PLATE 560 1'-6" 2'4" 3'4" 5'-01' 1'-0" 2'-0" 31-0" 4'-0" 54" 6'-0" - P3 110 1101, 110" 114" 21011 2,41, 310„ 51-61 1%0" 1'4" 21-0„ 4-4" 5,-0„ 6'-0„ Pl P2 210 1'-0I, 11-01 2'-0„ 21-0„ 3,-0„ 31411 6--o" I1011 11411 214„ 3'-0„ 51-0„ 5,4„ 6'4' V ctl O O 11-1/8' 230 1'-0" 1-4- 2'-0" 2-4' 3'-0'I 3'4" 61411 - i-0 2-0 2-6 3-b 5-b 5-6 l-0 (l� 360 1'4" 2'-0„ 31-0„ 3'4' 4-4- 51-0„ T-O" 1141 2'-6" 314„ 44' 61-6" 6,-611 141 O 560 1'-6" 21-46„ 31-0„ 4'-0„ 5141, 61-011 8,011 2141 31-6„ 4141 54„ 10„ T1-611 81.0" IIO I'01 1101 1'-0„ 1'-0" 1'4' 21-0„ 3,-0" 51-6„ 1'-011 11-0„ 114„ 21-0" 314„ 4'-0" 6'-0" 8,0„ 210 V-O„ 1'-0„ f-O" 114„ 2'-0„ 2'-6" 314„ 6'-0" 1'-011 11011 2'-01 2,4„ 4'-0„ 4141 6141r- 14" 230 I'-0" i,01 1101 1141 2-4 1 21 6„ 410„ 11011 11-0„ 1'-0„ 21-0" 31-0" 4'-011 F. T,011 9,01, • `, F/"1"y aL TJI JOIST NAILING REQUIREMENTS AT BEARING 360 1'-0" 110 11�,1 2'6° 3'-b" 4'-011 5'-6" W-O" f-011 11�1, 2-4- a1011 61011 61�11 810,1 914„ _ RIM TO TJI JOIST 560 1'-011 11-0" 2,-0„ 3,-0„ a1411 510„ 6141 91011 1'bX 310„ a'011 510„ T1 0„ 1141 91011 101, Ib 1'-0" 1'-0" 1'-0" 1'-011 1-01 1'-0" 2'-0" 3'-0" V-O" 1'-0" I'-0" I'-0" I'6" 3'-0" 3'-0" 5'6" 1'b" 1-011 SQUASH BLOCKS TO TJI JOIST 210 11-0° 11011 1011 1-0" 1'-011 1-4- 2-4- 3'-b" Ib" 230 110„ I'-0„ 11-00 1'-0„ 11-611 1,4„ 3,-0„ 4'011 1'-0" 11-0" 1'011 101I 2101I 31-6„ 4'-0„ �1011 91-0„ i11-011 m /� (LOAD BEARING WALL ABOVE) 360 1'-0„ 11-0" 1'-0" 1'-0" 2'4' 2'-6" 4'-6" 6'-6" 9'-O" 1'-0" 1'-0" I'6" 3'011 5'-0" 5'b" 9'-0" '-0" W-6" �Q TJI JOIST TO BEARING PLATE 560 1'-0" 11-0" f-O" 1'-0" 2'4" 3'-0" 5,-01 1-6 1-0" 1'-0„ 21011 31011 a1611 61-611 �1-0" ,-011 111011 1210„ u xLL z 4" 6" T 8" 10" 12' 3/4"6-3/4 4' 6' l" 8' 10' 12' -3/4"6-3/4 L O u n 360 1'-0" 1'-O" 1'-0" 2'-0" 4'-0" V-6" 9'-6" 1'-0" 3'-0" 4-4- 6'-0" 1-0" 11'-0' 13'-6" 1-1/4 TIMBERSTRAND LSL OR ONE 10d (0,128" x 3") 56o I'•O" 1'-0" 1'-0" 2'-0" 4'..611 i'-o" lo'-6" 2'-0` 5'-011 6 �� '-6" W-0" If-O" 12'-0'14'-0" O 1-1/8 RIM BOBSTRAND LSL OR TLEVEL 3-1/2" WIDE TJI RIM JOIST: (LEVEL 1-1/8" RIM BOARD NAIL INTO EACH FLANGE 2O" 360 r o11 f-0" f-0" 1- 1' 2'-0" 4'-0" i1-0" '-0" 11-0' i,-6X 3'-0" 4'-b" 8'-0" 11-4- 13'-6" 15'-6" Q ARD OR 1-3/4" WIDE TJI TOE NAIL WITH 10d (0,128" 560 1'-0" 1'-0" 11-0" f-0" 2'-0„ 8-4- n'-0" 11-0X 31-6- V-0- i1.0"101�11 13'-0' 14'4' 15'-6" W 0 RIM IIJOiST• ONE 10d (0,128" x 3") NAIL x 3") NAILS, ONE EACH ONE Sd (0.113" x 2-1/2") TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT A' co INTO EACH FLANGE SIDE OF TJI JOIST NAIL EACH SIDE. DRIVE MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE �-I O 2-1/lro" - 2-5/16" WIDE TJI RIM JOIST: FLANGE NAILS AT AN ANGLE AT OR CANTILEVER SUPPORT N ONE 16d (0,135" x 3-1/2") NAIL INTO W M EACH FLANGE 3-1/2" WIDE TJI RIM JOIST LEAST I-1/2 FROM END JOIST T�• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE �/ � DEPTH 2" 3' 4" 5' 6I/2' �" 8-1/8" 11" 13" 2' 3' 4" 5' 6-1/2' 110 21-0„ 21-6" 31_6" 414„ 141 1141 214„ 31_6X 5,41 6,-611 J 210 2'-011 21-&„ 31_6X 5,01, 81011 210„ 310„ 4,0„ 6,4„ 14„ 1-3/4" MIN, BEARING AT END SUPPORT: 91/2' 230 2'4" 3'-0" 4'-0" 5'-b° 8'-6" 2'-0" 3'-6" 4'4" 6'4" 14" w lu TOP VIEW 360 3'-0" 4'-0" 5'-b" 6-4- g'-0" 3'-0" 4-4- 5'-b" �'-6" 81-0" - 3-1/2" MIN, AT INTERMEDIATE SUPPORT 560 31-6" 51-0" &'011 1'_6U _O 4'-0" 51�11 616„ 81011 91011 L4 MIN• 110 ,01, 1'-0"TTT TTT 1'-6X BEARING I' I' " ' 41 O 1'4" 2-0" 21�11 a1 11 T1011 �1011 611 3'-0" 4'-611 5'-0" 9'-0" f-0" 2'-0" 3'-0" 4'4" 8'-0" 8--o" --o" IIl/8" 230 1'-0„ 21-0„ 2'_6„ 31 6„ 51_O. 51 6„ 1-0„ 11-0„ 21-6„ 314„ 5'-0" 814„ 91-0„ 0,-611 ARCHITECT: SW 2'-0" 31-0" 41-0X 5'4' 11-0„ 1'-6" 11--0,I 2'-011 3,4,. 510„ �,0„ 91-611 91 6„ if01, SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO ALSO SEE DETAIL B2 560 1�11 31011 a'_611 5'_611 8'-0" 5.4. 12'-0 s'0" 11 a,4„ 61011 81011 0,�„ 111011 n1-011 110 1,-011 11-011 1'-0„ 1'-0" 21-0" 2,4„ a1_611 81-611 11011 110„ 110„ 21 6„ 5101 601, 910„ 12101I - LOCA-E RIM BOARD JOINT BETWEEN JOISTS, FLOOR PANEL NAILING SCHEDULE 14" 230 f-0" i-0" r-0o" z-0" 3'b" a-0" 6-0" 9�11 1. 1. 1 Z1-011 4,-011 61-0„ -011 if-0° 131-66„ 360 1'-0,I 1'-0„ 2,-0„ 31 b" V-6" 6'-0„ 8,-&1, 1214„ 1'-0" 21-0„ X-O„ 5141 91-0„ 1011 12--0„ 4'-0,1 560 f-011 1'-0„ 1'-b" 31 61, 51-6„ 61 6" 9'-6" 131611 1101' 3,-0" 5'-0" l'-0" '-0" 111.0" 131fi11 5'-0" IIO I'011 11011 1101, 11011 11011 11-0„ 21-611 V-011 81�11 1,-0,1 110„ i.011 11-011 31411 4-6„ 81-611 11,�11 51.011 - BEAM ATTACHMENT AT BEARING INSTALLATION TIPS 210 f011 11011 11011 11011 1'-011 r-0" 3'611 610„ 1011 11011 11-011 11011 11�,1 a1-„ 51�1 -011 12'-6" 6'011 L,- t , 16" 230 I'-0" 1,0„ 1,0„ 11011 11 6„ 2,-0„ 4'-0„ 61.611 11,0„ 1,011 1,01, 1,011 21_6„ 5'-0„ 6,011 0'-6" 13'-611 61-l11 r 1 ''n"r�) 1" SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, BUT MAY NOT BE REQUIRED, 360 f-0" 1'-011 1'-0" 1'-0" 31-0" 4'-0" 6'4" '-01 13'6" 11-0"111 1 z'-01' 4-0" 1'4" 8'4" 31-0" 14'4" n'-0" 4x\ 560 I'-0" 1'-0" 1'-0"1 f-o„ 2,-6" 3'-6" -f-o" 111-011 51011 110„ 1101, 31 6„ 5,6„ 9101, -0" 14'611 6,011 8'-0„ �`4` \ fF o�2 �r� ' X X X " " Y I X X X ■ ■ ■ SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED VERTICAL LOADS (DETAILS 51 4 52), PACKING OUT THE 4 6 i 8 10 n 3/4'b 3/4 4 6 i e lO Tt 3/41(,3141 ;•,, 030 WEB OF A TJI JOIST (WITH WEB STIFFENERS) IS NOT A SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS, W -,w 11 0„ 1'-0 11�11 3'-0" 6'-0" 9'-O' 14'-611 1'-0„ 4'0„ 6,�11 91011 14'-6" 16'-6" 19'-O �%`� 560 1'-011 110„ 11011 21011 601, ,01 151�11 110„ 61011 8'b" 11'6„ 161�11 1810„ 19'6" -r_- 2OX 3,0 11011 11011 11-0I1 1'-01, 310„ 6'-011 11'-011 15011 I'-0" 11 611 4'-0" �'-0" 12'b" I6'6" 19'-0" 01�11 DANIEL A. BUTLER, R.A. WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING PARALLEL PARTITIONS, SPACE JOISTS APART THE WIDTH OF THE 56o f-0" f-0" 1'-0" f-0" I'6" 5'6° re 6" 15'6" f-0" 1-1/8" tJ RIM BOARD OR WALL FOR PLUMBING OR HvAC, RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. 1-1/4" OR I-1/2" 1. LEAVE I/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE.DO NOT CUT JOIST FLANGES. � Q 2. TABLES ARE BASED ON UNIFORM LOAD TABLES IN CURRENT DESIGN LITERATURE. TIMBERSTRAND LSL 3. FOR SIMPLE SPAN B'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND HOLE ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL), MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST, �l �Q -I SEE FRAMING PLAN (IF ALLOWABLE HOLES - HEADERS AND BEAMS C/1 can APPLICABLE) OR 1,55E TIMBERSTRAND O LSL HEADERS AND BEAMS ►--'+ =3 DRIVE NAILS At AN WEYERHAEUSER /NST,ALLAT/ON 2 X DIAMETER OF THE ONE 10d (0,128 x 3 ) NAIL EACH GU/DE FOR FLOOR AND ROOF LARGEST HOLE (MINIMUM) ALLOWED �, QC z `4 LL LL )- W SIDE OF MEMBER AT BEARING, 1-1/2" ANGLE G MINIMIZE FRAMING, SPLITTING OF PLATE ✓-g000, FOR DEPTH 1.55E TIMBERSTRAND®LSL MIN. FROM END MINIMUM END AND /3 HOLE ZONE (5 O z zz � (� �.L w � O O (y HEADER OR MAXIMUM ROUND z z O �+� INTERMEDIATE BEARING O o BEAM DEPTH 1fl AHOLE SIZE O LENGTHS o 0 0 0 ° 9-1/4" - S-1/2" s° Q W Q ~" OJU Q Q SHIFTED JOIST PLUMBING DROP ADDITIONAL JOIST 14"-16" SEE(ILLUSTRATION FOR ALLOWED 14OLE Q to O O ZONE U w ,- z4Y C14 NAILING AT BEARING (FLOOR) GENERAL NOTES w Q } O p C14 I. ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM AND/OR CONCENTRATED LOADS ANYWHERE ALONG THE MEMBER (]_ IY to 1ULL O cv 2. ROUND HOLES ONLY O (L N CIA3. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. (� - TJI JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI JOIST RIM TO TJI JOIST Q fx O (LOAD BEARING WALL ABOVE) I-1/8" TJ RIM BOARD OR 1-I/4" OTHER JOIST HEADERS AND BEAMS OR I-I/2" TIMBER Sl'RAND LSL. 1-1/8" TJ RIM BOARD, 1-114" OR 1-1/2" TIMBERSTRAND LSL, �y ["'1 73 ONE 10d (0,128 x 3 ) OR TJI 110 RIM JOIST: 1.3E TIMBERSTRAND MICROLLAM LvL 2 X DIAMETER OF O O ONE Sd NAIL INTO EACH FLANGE ONE 10d (0,131"x3") NAIL INTO EACH FLANGE LSL HOLE ZONE AND PARALLAM THE LARGEST 1/3 DEPTH U (0,113"4-1/2") PSL HOLE ZONE HOLE(MINIMUM) / NAIL EACH TJI 210,230, AND 360 RIM JOIST: W DO NOT CUT,NOTCH OR Dy?lLL �-� ONE 16d (0,135"x3-1/2") NAIL INTO EACH FLANGE MOLES IN 1-40ERS OR OE MS SIDE, DRIVE O 1-3/411 MIN, WITH DEPTHS > 16", USE TJI 360 RIM JOIST, d o DCCEPT,48IN 1C4TED IN Q NAILS At AN o 0 „ ANGLE AT �!3-I/2 MIN, ALSO SEE BEARING MICROLLAM LVL AND IL.L.UBTI¢4TlONt3,4ND TABLES, 1-3/4 MIN, END LEAST 1-1/2" INTERMEDIATE PARALLAM PSL PACE: BEARING I BEARING DETAIL B2 OTHER TRus �olsr BEAMS FROM END, TJI 560 RIM JOIST: TOE NAIL WITH OWED HOLE ZONE SINGLE-FAMILY 5-1/4" MAY BE MIDDLE I/3 SPAN HEADER OR MAXIMUM ROUND APPLICATIONS REQUIRED 10d (0,128"x3") NAILS, ONE EACH BEAM DEPTH HOLE SIZE SIDE OF TJI JOIST FLANGE TJI 560 FOR MAX, FLOOR JOIST d 1.3E TIMBERSTRAND 14OLE ZONE 5-1/2" ALLOWED d 5-1/2" 1-3/4" `n 1--APACItY GENERAL NOTES S> -1/ulUgTRAr1oN FOR 2ALLOWED HOLE 03 ```' 1, ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. ZONE v 2. ROUND HOLES ONLY N TOP VIEW p3. NO HOLES IN CANTILEVERS. N SPEAR TRANSFER: CONNECTIONS EQUIVALENT 7'O FLOOR PANEL NA/L/NG SCHEDULE LOCATE R/M BOARD ✓O/N7"BETIUEEN✓O/STS 4, NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. Cl) N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.