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HomeMy WebLinkAbout49991-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 #: 49991 Date: 11/3/2023 Permission is hereby granted to: Donner, Marc 205 W End Ave #23U New York, NY 10023 To: Construct additions and alterations to existing single family dwelling as applied for, with Trustees no jurisdiction letter. At premises located at: 1080 N Field Ln Southold SCTM # 473889 Sec/Block/Lot# 71.-1-17 Pursuant to application dated 7/6/2023 and approved by the Building Inspector, To expire on 5/4/2025. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $968.00 Total: $1,018.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httils://www.soutlioldto,wmi,y.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector JUL0 23 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an JET" Owner's Authorization form(Page 2)shall be completed. Date:6/28/23 OWNER(S)OF PROPERTY: Name:Marc Donner & Ronnie Halper SCTM # 1000-71-01-17 Project Address: 1080 Northfield lane, Southhold NY Phone#:646-462-3477 Email:Marc.Donner@Gmail.com Mailing Address:263 Route 25A, Wading River, NY 11792 CONTACT PERSON: Name:James Ararcri iG f 0AA9-5 Mailing Address:263 Route 25A, Wading River, NY 11792 _ao s' Phone#:631-445-0838 Email:James.Ararcri@JamesNicholasBuilders.com DESIGN PROFESSIONAL INFORMATION: Name:Robert James Higgins Mailing Address:50 Hidden Acres Path, Wading River, NY 11792 e i Pholn�e#:631-208-3351 Email: Rarchibob@aol.com CONTRACTOR INFORMATION: Name:James Nicholas Custom Home Builders Ilc Mailing Address:263 Route 25A, Wading River, NY 11792 Phone#:631-445-0838 Email:James.Ararcri@JamesNicholasBuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure 5RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $450,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 I 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: N/A Zone or use district in which premises Is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. IgCheck BOX After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town 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 Sodthold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or fpr removal or demolition as herein described.The applicant agrees to comply with all applleable 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 na Ja Ararcri RAuthorized Agent ❑Owner Signature of Applicant:,'/"' Date: 6/28/23 STATE OF NEW YORK SS: COUNTY OF "1 01 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the �9 (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 I � �T day of ul ct, 2083 Y .,:. . _�- Notary Public Rebecca A. Lucak rNotary F"tl'. 6ir:, tate County"fork Qualified dr1� ry Suf o k ou ty (Where the applicant is not the owner) C cPrnr�Commission n EX ire 02104/2f127 i� I, Marc Donner residing at 1080 Northfield lane, Southold NY w do hereby authorize James Ararcri to apply on my bejothe Town of ou hold Building Department for approval as described herein. 6/28/23 Ow n e r s Signature _ Date Marc Donner Print Owner's Name 2 Glenn Goldsmith, President so Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 5 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ' " Fax(631) 765-6641 ' C®UNT13' ' 71 BOARD OF TOWN TRUSTEES E 11 TOWN OF SOUTHOLD p ae I 7 '' October 27, 2023 Marc Donner Ronnie Halper 1080 Northfield Lane Southold, NY 11971 RE: 1080 NORTHFIELD LANE, SOUTHOLD SCTM#: 1000-71-1-17 Dear Mr. Donner and Ms. Halper: The Southold Town Board of Trustees reviewed letter of James Aracri received in this office on October 26, 2023 and the Survey/Site Plan of JM Land Surveying, received on October 26, 2023, and determined that the proposed second story addition and first and second story decks; are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no_clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area P 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 'rz� b;�91 "'ex Glenn Goldsmith, President Board of Trustees GG:dd W Generated by Scheck-Web Software Compliance Certificate Project 1080 Northfield Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type., Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1080 Northfield Lane james aracri robert higgins architect Southold, NY Almas Construction 50 hidden acres path rte 25A wading river, NY 11792 Wading river, NY Compliance: 2.5%Better Than Code Maximum UA: 118 Your UA: 115 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. SVab-oro gTad( I1111adrrm ffs are no Ioiniger coram tiered io•u linin UA or,Il)eifforirnuauuce a:owuupll6rtunce path 411 II'(JHnµ.11 ecll< 1Each slllab azrl...�iurt�a� u nassenrrnba y un rl'i , specified c1liarate gone umust meet Hili: r nuru'uiriruu.urun energy code hisu.uNmul::oin R vaVuue and da-:II t1h requ.ulirern e nUs. nyei0 e A erribiies Ceiling: Flat Ceiling or Scissor Truss 704 38.0 0.0 0.030 0.026 21 18 Wall: Wood Frame, 16"o.c. 1,030 21.0 0.0 0.057 0.060 50 53 Door: Glass Door(over 50% glazing) 20 0.300 0.320 6 6 SHGC: 0.30 Window: Wood Frame 127 0.300 0.320 38 41 SHGC: 0.30 Compliance Statement. The proposed building design described here is c istent with the building plans, specifications, and other calculations submitted with the permit application.The proposed build' as been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web a Rly with the mandatory q Ir d I 'ck inspectioq Checklist. ARCHIT EV, Name-Title Sign Iia dr i Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 1 of 9 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. _�... .. ... .. �,....�. .,r �. ....... m -.. .m-r._........ e Section Plans Verified Field Verifie & Re# IDPre-InsPection/PlanReview Valu® Value Complies? Comments As5U.�m......� tion�s.. .. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the �V building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. _ 103.1 Construction drawings"and _.._ ElCompliesm "-Requirement will be m .__.. et. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 "lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1 Heating and cooling equipment is Heating ®Heating: ❑Complies Requirement will be met met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling- Manual J or other methods ❑Not Observable Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High 2) � 3 Low Impact(Tier 3)Im act(Tier 2 Me.dium Impact(Tier � .... Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 2 of 9 .r. .. w. ,. �� ...mrrrr �..�u .... . ... �.._w... ..... At Foundation Inspection Complies? Comments/Assumptions Section & Rei ID m ............................... ....m,,. _ 303.2.1 A protective covering is installed to ❑Complies Requirement will be met. [FO1112 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable []Not Applicable 1403.9 Snow-( �7 ] ...mstalled.d ice-melting system controls ❑Compl"res Requirement will be met. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �. _ act(Ti 1^�Hrgh Impact(Tier 1) J� 2Medium Impact(Tier 2) 13 „LOW Imp er 3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 3 of 9 # Framing / Rou Section gh In Inspection Value Value d Complies? Comments/Assumptions & Rec9 1D A...-....._ -_ _ e.. Plans Verified .,... Field Ver le... . _.. _.. 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ..❑Complies 'Requirement rement will be met. [FR23]1 ',installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable lits. mi _. . ._._......_. ....... 402.45 ._ ._ ......_._. ._...... .._ ._.._ ...._... IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable .. �. .. ............ ...............� ,....................a... ����� . �_..._._........ . .. . _. . .. . ._ 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable 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. 3.2 Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. IT .ITIT _ _ 403.3.5 Building are not used as ❑Com lies Requirement will be met. WWWWW [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable ....................... ._,. ....... .......�...._....�................ .... _ 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not y� below 55°F are insulated to zR- 3 ❑Not Observable ❑Not Applicable 403.4 1 Protection of insulation on HVAC ❑Complies Requirement will be met [FR24]1 'piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 zR-3. ❑Does Not ❑Not Observable 403.6 []Not Applicable Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable .. ... .._ a . 1" High Impact(Tier 1) � Mediumimpct �(Tier.2�.)m3 1 Lo_w-Impact(Tier 3) '�pp ..m_... ,..0 Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: L1- High Impact (Tier 1) d Medium Impact(Tier m2) 3 Low Impact(Tier 3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 5 of 9 Section .... _ ._ ... .. .�_.... . Plans Verified- Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Recd ID,.. ®. . ... .............w,,, �,. p � .. 303.1 All installed insulation is labeled ❑Com lies Requirement will be met. [IN1312 or the installed R-values ❑Does Not provided. []Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a: R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). El steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ._ ... ........_...... __. ❑Complies Requirement will be me .� t. [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1Hich irrrp_act(Tier 1)nnnnww tedium Impact(Tier, 3 Low Impact(Tier 3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 6 of 9 ect � Final Inspection Provisions.u_. . ...Plans ...�m . ._w... e.. ..,._n Value Verified Fiel Value f�ed Section _ ' � Com ments/Assumptions .. ..R .�,,, _ „�.,, p Complies? See the om lies 402.2.1, Ceilinginsulation R-value. -] Wood ❑ Wood ❑Do s Not & Re 1 Envelope Assemblies ❑ table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [F1111 '❑Not Applicable 303.2�m ding insulation installed per ❑Complies Re uirement will b 303.1.1.1, 'Ceiling insulation instructions. ❑Does Not q e met. [FI2]1 Blown insulation marked every ❑ 300 ft2. Not Observable ❑Not Applicable .._................_..... ........................ ...... .. ... __..__. ._........ .... . . 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R ❑Complies Requirement will be met. [FI3]1 insulation >R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 ❑Complies Requirement.. ' ie = ement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to .. mm ... cfm/100 cfm/10000 ❑Complies Req. , .,„ .. �........_ uirement will be met„ [F127]1 determine air leakage with ft2 ft2 ❑Does Not :either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Colnplies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=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, 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [F124]1 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.2 installed l of 1 able thes ats ❑Do sNot plies Requirement will be met. heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable _.... ._........ ........... .. ._.._._ .........._.... ......... 403.1.2 Heat pump thermostat installed ❑Complies I Requirement will be met. [F110]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 51 Circulating service hot water � 403. . �❑Complies Requireme nt will be met. [Fl11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11-High h Im act (Tier 1) 2 Medium Impact (Tier 2) 3 LOW Impact(Tier 3)____ Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 7 of 9 Value Value.... . .. ...... _ _. coon Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions Re iC� lue �., °�a _ ..,_ ,. ._ m .,. .�.....mm �_ ... �0 6.1 All mechanical ventilation system ❑Complies Requirement will be met. jFI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 4 ..v.,........_.w.... .....,--- .... .. �.� ...... �� 2 Hot ater boilers supplying heat ❑Complies Requirement will be met. 03. (FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water [-]Not Observable temperature based on outdoor' ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable 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 automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. [ .5.1.2. .............. .. .. .. Electric heat trace systems ❑Complies Requirement will be met. FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ...Demand recirculation water .. .a,,, . ......_ ......_m. .... ....� Cl .. .__..... _w�_.-. ..�.._..... ..w...........__ .....�. omplies Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies _Requirement will be met„ I[F131]2 tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable 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 ...... . -..... ❑C ..... .... ...nmw..w wmw_....ww.� .......wmw �m� omplies Requirement will be met. [F1611 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable .. . ._.. _.....__�.. -----—-------- 4.i'.'l ..4.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F12313 no continuous pilot light. ❑Does Not ya, ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 Hi h Im act (Tier 1) 2 Medium I Low Im gp p Pact(Tier 3) m act(Tier 2) 3 Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 8 of 9 . . sectt . � ^ Final Ins edlon Provisions Pla ValueDed �^^ FieldValuefled P rt� v ComYpli �._.. aYLYV3L ... pt ion es? Comments/Assum Ions &..Req ID _. .... ............................... ,.,.................... .. 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI1 ]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable ------------ Additional Comments/Assumptions: r. .9. .... p _. ...:...__� . 3 Low Impact1 1 Hi h Im act(Tier 1) �2 Medium Im act(Tier 2) mm^^^^ (Tier 3) 1 Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 9 of 9 2018 IECC Energy Effidency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): MIZIZCIMMMMMMEM��� Window 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments aco CERTIFICATE OF LIABILITY INSURANCE —DATE CERTIFICATE 06126/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I&OMNEf Nicholas Zulkofske Brookhaven Agency,Inc. i PHONE 631 941 4'1'13 FAX 831E 941-4405 (ACC NO 100 Oakland Avenue,Ste 1 DDRE , CustomerService brOokhavena enc ,corer ''.Port Jefferson NY 11777 INSUR RS AFFORDING COVERAGE NAIC# N URER : Evanston Insurance Company INSURED IN R B James Nicholas Custom Home Builders LLC IN R a 263 Route 25A INSURER 0: Wading River,NY 11792 INSPRO E IN§URER F• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR.. ADoL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE Y R X COMMERCIAL GENERAL LIABILITY EACH O CU R N __111,000,000 A CLAIMS-MADE OCCUR DAMAGE TO RENTED $300,000 X X MKLV1 PBC003405 05109/2023 05/0912024 MED EXP An one arson I, 5,000 PERSONAL&ADV INJURY is 1,000,000 £'N"L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY ''� NPE7 ❑Loc PRODUCTS-COMPIOP AGG $2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMITEa am'dars) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS - HIRED NON-OWNED PROPERTY DAMAGE. $ AUTOS ONLY AUTOS ONLY (Par ac4da I) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLA4 •MADE AGGRE ATE RETF.NTION$ $ WORKERS COMPENSATION PEROTH- ' YIN EMPLOYERS'LIABILITY ,,NII ANY PROPRtETORMA.R'TNERI'EXECU'TIVE E...L EAGHACCIDENT $..... OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E-L.DISEASE-EA EMPLOYEE J,,,,,,,, Dyes, JP QN PF er OPERATIONS E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Town of Southold is included as additional insured CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1171 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NEWWorkers' CERTIFICATE OF INSURANCE COVERAGE YORK STATE Compensation on NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW Board PART 1. To be completed by NYS Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured James Nicholas Custom Home Builders LLC 718-290-5641 263 Route 25A Wading River, NY 11792 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured (Only required if coverage is specifically 84_3579454 limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Metropolitan Life Insurance Company 3b.Policy Number of Entity Listed in Box 1a Town of Southold 219266 54375 Route 25-A/PO Box 1171 3c.Policy Effective Period: Southold, NY, 11971 January 1,2023 to December 31,2023 4.Policy provides the following benefits: A. Both disability and Paid Family Leave benefits. ❑ B. Disability benefits only. ❑ C. Paid Family Leave benefits only. 5.Policy covers: ® A. All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law, ❑ B. Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as described above. Date Signed: June 28 2023 a .Syjg 0a&b (Signature of insurance carrier's authorized representative or NYS licensed insurance agent of that named insurance carrier) Telephone Number: ADPT5 SPg metlife.com Name and Title: Suzy Davis State Plan Consultant IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAQ@_wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board,Plans Acceptancc Unit, PO Box 5200,Binghamton,NY 13902-5200. PART 2. To be completed by NYS Workers'Compensation Board(Only if Box 4B,4C or 5B have been checked) State of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed; By: (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number: Name and Title: Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. 1313-120.1 (12-21) Workers' ........,.. CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ADP TotalSource FL XVII,Inc. 2122222222 5800 Windward Parkway Alpharetta,GA 30005 1c.NYS Unemployment Insurance Employer UC/F: Registration Number of Insured James Nicholas Custom Home Builders LLC 45-045108 263 Route 25A Wading River,NY 11792 1 d. Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required it coverage is specifically limited to certain locations in New York State,i.e., a Wrap-Up Policy) 843579454 ....... 2,Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New Hampshire Insurance Co. Town of Southold 3b.Policy Number of Entity Listed in Box"l a" 54375 Route 25 WC 053437978 NY PO Box 1171 All worksite employees working for James Nicholas Custom Home Builders LLC Southold,NY 11971 paid under ADP TOTALSOURCE,INC's payroll,are covered under the above stated policy. 3c. Policy effective period 07/01/2022 to 07/01/2023 3d.The Proprietor, Partners or Executive Officers are 2 Included.(Only check box if all partners/officers included) ❑all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers'compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"30,whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: David McElroy (Print name of authorized representative or licensed agent of insurance carrier) Approved by: r 1 06/28/2023 .. (Signature) (Date) Title: CEO North America Telephone Number of authorized representative or licensed agent of insurance carrier: 800-743-8130 Please Nate:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) Certificate Number: ww\v.wcb.ny.gov ill'-4w I Workers* compWi.saIlon CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a. Legal Name&Address of Insured(use street address only) 1 b Business Telephone Number of Insured ADP Tota Source FL XVII,Inc. 2122222222 5800 Windward Parkway Alpharetta,GA 30005 1 c.NYS Unemployment Insurance Employer UC/F: Registration Number of Insured James Nicholas Custom Home Builders LLC 45-045108 263 Route 25A Wading River,NY 11792 1 d.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e., a Wrap-Up Policy) 843579454 ........... _... ......... 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New Hampshire Insurance Co. Town of Southold 3b.Policy Number of Entity Listed in Box"l a" 54375 Route 25 PO Box 1171 WC 034303612 NY Southold,NY 11971 All worksite employees working for James Nicholas Custom Home Builders LLC paid under ADP TOTALSOURCE,INC's payroll,are covered under the above stated policy. 3c. Policy effective period 07/01/2023 to 07/01/2024 3d.The Proprietor, Partners or Executive Officers are Included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers'compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2'. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a platter of in.fortnation only and confers no rights upon the certificate holder,This certificate does not amend,extend or alter the coverage Abided by the policy listed,nor does it conti r any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,f to business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: David McElroy (Print name of authorized representative or licensed agent of insurance carrier) Approved by: �• 06i2812023 s (Signature) (Date) Title: CEO North America Telephone Number of authorized representative or licensed agent of insurance carrier: 800-743-8130 Please Nate:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) Certificate Number: www.wcb.ny.gov lie �t7 l ; . O Cj 1 2023 Z O Z E_- O OQ � O APPROVED AS NOTED 0 W U) OATS• - 3'a 3 B.R#�,�_,��� � � w FE CUt (/D BY:h_� Z NOTIFY BUILDING DEPARTMENT AT O Q 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: W 'J Iv 1. FOUNDATION-TWO REQUIRED co 0 p OR FOR POURED CONCRETE F-- _J I ROUGH-FRAMING&PLUMBING ® z W INSULATION 3. N Z LL RIVE 4. FINAL-CONSTRUCTION MUST N BE COMPLETE FOR C.O. 0 O = ncretemonument ALL CONSTRUCTION SHALL MEET THE W O �-- _ REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FORO _ O �-- — _ S82D30100„E, DESIGN ORCONSTRUCTON ERRORS co gravel -- _ W —' Z ` - O U) 00 apron gate GRAVEL / Q” o DRIVEWAY — _ Existing 317.09, O 0- U_ r•- I garage 1 story frame — — _ esi ce �- _ CO r-- m O r en 123'-10%" 1.85 — o W F O '� O o = Z, o CL CL ti PROPOSED v to-E—E v; 0 z ! -•■.J WOOD DECK AREA — O� v�=tea ° mc `U° m m roof -- A — 3p,219 s s� s, g g _8 Z o 0 in overhanof steps 14.8 1'75 O.s Sq•f t. �, o.o o� 8 w y 8 0� m m x acres s' Q- �N �o = a0fo ►..1 E �2NO3 Lcc� 3 = m �.{ a walk .O� 6 0 8 0 0 0 CL��y o T r W mson f oco O t�=C � y °'4�30 � L-�L. Q Plante r r, 0' moo =moo 36.1 1.79 M CON 2V 2 2'z L L =van C `U O. 40.01 4=o„ gree 12.3' h �� L 6-E 0 8 sn Marsh �r? H c� w m Q H m E a_o a flag C. gaze z o K PROPOSED .9 N 2ND STORY PROPOSED 119 1 j 1.56 ADDITION 2ND STORY J _ — ROOF DECK N 0 O — — ' 287.28' '---- _ 1.60 oma• O SAND NOW O R FORMERLY OF pAUL1.59 — �--_ _ 1.65 ' A NADELSTERN N82D301001, W M W N � N O / Z 07 � � Q w Z w GFA CALCULATIONS C) BUILDABLE AREA: 20,557 SQ FT FLOOR AREA, GROSS 2600 SQ FT Z ALLOWABLE LOT COVERAGE 20% OR 4111 SQ FT PROPOSED LOT COVERAGE 2600 SQ FT Bayview w � � TOWN OF SOUTHOLD 0 PLO TPLAN INFORMATION PROVIDED FROM [---� o SUFFOLK COUNTY, NEWYORKSURVEY_ PREPARED BY JOHN MINTO L.S. ~ M Ua M .D i 0, LICENSED PROFESSIONAL LAND SURVEYOR W U C° TAX MAP #1000-71 -01 -17 � � .� o NEW YORK STATE LIC. NO. 49866 Phone: (631 ) 724-4832 P.O. Box 1408 Smithtown, N.Y. 11787 Refer to Survey for additional site information GENERAL CCINSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly,draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12,2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 9 9 2. Floor framing Is constructed of truss-type open-web or perforated members. g NUMBERTEN R SPACING AND 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; g• typ p p DESCRIPTION OF FASTENER Bathtub with or without shower head Uninhabitable attics with limited storage 20 10 LOCATION Fuel gas code; Existing building code; Property maintenance code. g ALL CODES shall supercede the drawings and shall he incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics&attics served with fixed stair 30 10 Balconies(exterior)and decks 40 10 1 4-8d BOX (2-1/2")OR Additions,Alterations&Renovations:shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate try 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 2. Written Dimensions take precedence over scaled dimensions3-8d COMMON EACH JOIST,TOE NAIL Floor drain Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink one or two traps, with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL z 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ( P Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions,existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (one or more compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR O 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate lazin area of not less 8 percent of the Lavatory - Rooms other than sleeping rooms 40 10 _ O All systems are to be designed, installed,&specified b the general contractors; HVAC, Pbglazing P 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Z Y 9 P Y 9 floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. Stairs 40 20 O / Flow rate: a-1sd OR 20. All window and door headers to be 2-2x10 unless noted otherwise. Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL t-- O 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 20 20 of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 3-16d BOX O Z be the responsibility of the general contractor to verify the depth of all existing footings ry P More than 5.7 gpm up t0 12.3 gpm 2 2-16d COMMON END NAIL 0 O P tY 9 fY P 9 9 Vent range hoods as per Section M1503 '^ disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 0 W More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION Q TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 1sd COMMON .. P 9 P 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72.Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters U180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX W the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162^ 16"O.C. FACE NAIL O z basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON Q 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAILALONG EDGES O N J an ultimate compressive strenc th at 28 days of 3000 psi. Except exposed slabs, Floors U360 5-8d BOX 2 1 LL P 1 Y P P P WHENEVER an alteration,addition,or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD ( - /2"x0.113") TOE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING-GARAGE SEPARATION All other structural memebers U240 OR 4-8d COMMON W W Q All Concrete shall conform to the latest ACI standards. hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL �J J SEPARATION MATERIAL Exterior walls with stucco finish H/360 Q z J R404.1.3.2 Reinforcement for Foundation Walls 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END W Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes U240 13 DOUBLE TOP PLATE SPLICE OR 12-16d Box(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH Z reinforcement shall be provided in accordance with Table R404.1.2 1 .Vertical reinforcement EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) N W/ LL P ( ) in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes U140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL shall be provided in accordance:with Table R404.1.2(2), R404.1.2(3), R404.1.2(4), R404.1.2(5), and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 OR BLOCKING(NOT BRACED WALL 16 BOO(3-1/2" Q O = R404.1.2(6), R404.1.2(7)or R404.1.2(8).Vertical reinforcement for flat basement walls BOARD L=span length,H=span height ( ) ) 12"O.C. FACE NAIL retaining 4 feet(1219 mm)or more of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL W O in accordance with Table R404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL (/) J R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAILLL the requirements of ASTM A 615,A 706 or A 996. section R602.10.4.2 Continuous sheathing method. DWRGNG UNALOCTET D LESS THE SAME LOT THAN 3 ET FROM A APPLIED TO THE INTERIOR SIDE OF 2-16d COMMON O z Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d BOX O O 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL required reinforcement shall be:in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON 00 R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX O FACE NAIL SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON Location of Reinforcement:The center of reinforcement in foundation walls shall be 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT LL r located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS I I I FLOOR FRAMING Vertical reinforcement(if requried per table R404.1.2(8)in basement walls shall be located roof assembly to the foundation. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS to provide a maximum cover of 1-1/4 inches from the inside face. a-8d BOX 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3:12 16"O.C. 5 8 10 13 y R404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON E 2 Based on Table R404.1.2(l)- includes basement entrances and window wells 4:12 16"O.C. 4 6 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 10d Box 6"O.C.TOE NAIL o o H ( ) ( ) ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windbome Debris protection 0 0­15 ` 2 o e Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels 2-1od BOX a, C °D 0 �2 o a�t wall and One#4 bar near mid-height of wall. 5:12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST EACH END - - � € 9 copper roofing nails, minimum 12 gage shank with aminimum- 2-8d COMMON �� rn o r a C N i; Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing " °6 Y` ° `° 8 8 t0 >, wall and One#4 bar near the third points in the wall story. g g Fastener Panel Span Panel Span Panel Span 7:12 16 O.C. 3 4 5 6 4-16d BOX ._ = Z n „ ? = as ° P rY and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL (D 8 ° o o m Type Less than or less than or less than or 3-16d COMMON c � ro== o 7. Base design value for visual) graded dimensional lumber:Joists,studs Rafters and All but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment equal to 4 feet equal to 6 feet equal to 8 feet 9:12 16"O.C. 3 4 4 5 a);o o 8 o N 8 8� 9 Y.I q q q 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL a 13 o a) a� m m Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 27. Flame Spread Index: R302.9 12:12 16"O.C. 3 3 4 4 4-10d BOX a y 2 =o o a it a o- 03 Min. Fb for dimensional lumber=850 psi. wall and ceiling finishes shall have a flame spread index 5 200 No 8 Wood screw �fi 8 .00 2 3 t o-a�3 8 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies based anchor with 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST '6'6 g a 9 2 c-; Includingbut no limited to: Deck Framing, Posts Headers,Girders&Ledgers. on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON y rn,D.r^ - a:-' -r v, C 9� 9 &attics shall have a flame spread index 5 25 2 inch embedment on center as c'� y o,- - BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS � c•- s d w - o 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM r= m as y- 0 3 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES '6 c,Og 6 6 L ° c ° 8. ALL EXTERIOR LUMBER Shall be ACID requiring the following: Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: °, o =: y 8 0 °;o w 0 a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceilingfinishes having a smoke-developed index 5 450 4-16d BOX t y t m E � a ° y or stainless steel. g P No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL 2 2'- - t v;-0 c U c Insulation material,vapor retarders within roof,floor,wall,ceiling assemblies HEEL JOINT AJDUSTMENT FACTOR 3-16d COMMON m�, :_A' ¢ W c a) = 0 o b. Use Copper flashing Only against ACQ Lumber Sill Plates based an with 16 inches 12 inches 9 inches H C/ H r a, ° a E ca „' a 0 86 12 PP 9 Y 9 &attics shall have a smoke-developed index15 450 tested with ASTM E 84 or UL 723 t °v ° s c 2 - o c.) All Structural connectors be.Simpson strong-Tie or USP,etc P 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3"> OR EACH END, TOENAIL ~ �' as ~ E n` ° n shall be Hot-Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 2-8d COMMON(2-1/2/") 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam,etc"shall be 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, installed in accordance with the manufacturers latest installation details, 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND Framing connectors,Allowable Hole diagrams,specifications,etc. Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING Z "Micro-Lam" Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi ground access areas. panels shall not be located less than 18"from a valley a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 SPACING OF FASTENERS W O "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi b.Fasteners shall be installed at opposing ends of the wood structural panel. DESCRIPTION N NUMBER AND TYP W F- _ A permanent certificate indicating the"solar-read BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING -D CL "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi P g y zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. OF FASTENER PANEL EDGES � I- (� this section shall be posted near the electrical panel or water heater by the builder. SUPPORTS GABLE END WALL FRAMING C TABLE 802.11 WOW 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND " 6d COMMON(SUBFLOOR,WALL) J The main electrical ane)shall have reserved space not less than 2 inches into the building frame. Fasteners shall be located not less than 30 3/8 -112 8d COMMON(ROOF) 6" SEE NOTE A 6 Z Z --I O each sleeping rooms in basement, habitable attics, and every sleeping room P p ce for a dual pole circuit breaker g CM 2-1/2 inches from the edge of concret block or concrete. .J Z O shall have at least ONE operable emergency escape opening as follows: for future solar electric installation and labeled"for future solar electric". RAFTER ROOF EXPOSURE C " Q Q }, r 31 19132"-1 8d COMMON 6 SEE NOTE A 6" Sill height of not more than 44 inches above finished floor. d.Where screws are attached to masonry or masonry/stucco,they shall be attached SPACING SPAN W O c6 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 (FEET) ULTIMATE WIND SPEED W A. Minimum net clear opening sof 5.7 square feet. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. ) " = V E � Except rade floor openings shall have a minimum net clear 32 1-1/8 -1-1/4 10d COMMON NAILS 6" 12" W 0 P 9 P 9� 130 140 („� opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH to Z LL It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. 1/2"STRUCTURAL CELLULOSIC ICL B. Minimum net clear opening height shall be 24 inches. P tY P <5:12 z 5:12 <5:12 z 5:12 FIBERBOARD SHEATHING � .__I in detail the design, Glazed opening protection shall meet the Large Missle test ASTM E 1996 33 1-1/2"GALV.ROOFING NAIL 3" 6" U) C. Minimum net clear opening width shall be 20". g ,calculations,drawings,written statements of the mechanical, D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems(new,existing or upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 34 STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL FIB 7" T' ANSI/DASMA 115. Areas within hurricane prone regions: FIBERBOARD SHEATHING WHERE Basement contain more than one or more sleeping rooms, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" an emergency escape opening shall be provided for EACH sleeping room. wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have �s- 6" DIAMETER -�►I A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3(3) Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a net clear opening of not less than 5 square feet. I of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 cover the glazed openings with attachment hardware provided in the table below. MIN.WOOD WALL NAIL SPACING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 MINIMUM NAIL MIN WOOD STUD M continuous run of treads or flight with FOUR OR MORE RISERS. ONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL 9 Attachments shall be provided in accordance with the table as follows: SPACING N Handrail Height measured above stair tread nosing,shall not be less than , "II", "III", "IV", OR"V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS EDGES FIELD p 34 inches and not more than 38inches. All Handrails shall be continuous N O the full length of the stair from cr point direct) above the to riser of a flight 16^O.C. 48 599 559 745 697 6d COMMON NAIL 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" 9 P Y P 9 REFLECTIVE RED (2.5"X 0113") N Z to a point directly above the lowest riser of the flight. Handrails adjacent to PANTONE#187 a wall shall have a space of not be less than 1-1/2 inches between the wall 8d COMMON NAIL >" W and the handrail.see code for exceptions. Refer to Code for grip size specifications. (2.5"x 0131") 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" fY Q DESIGN CRITERIA TABLE 507.9.1.3(1) < W w 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 W rn J REFLECTIVE above the floor or grade below;shall have a railing not less than 36 inches W > U WHITE FIELD Wind Speed: 130 W in height. Railings shall have Tipp rails and Balusters and Bottom rails that are "' ;' JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS No of stories: 2 CONNECTION GYPSUM BOARD LL. to NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed -- APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS by the riser,tread and bottom rail of the guard rail at the open side of a stairway 7/16" min. structural plywood Mean Roof Ht: 30 ft DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING are permitted to be of such a size that a 6 inch sphere cannot pass through. Roof itch: per Ian 1/2"DIA.LAG SCREW 30" 23" 18" 15" Open sides of stairs with a total rise of more than 30 inches above the floor or Panel,Attached to p p P CEILING EITHER DIRECTION 16"O.C. 5d COOLER NAILS DESIGNATION FOR STRUCTURAL� &1/2"MAX.SHEATHING 1/2�� 7" 12" grade below shall have guards not less than 34 inches in height measured COMPONENTS THAT ARE OF " Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. 8" 16" Bldg Width Per I 1/2"DIA.THRU BOLT vertically from the nosing of the treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 9 Pan 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS � STROKE &1/2"MAX.SHEATHING 5/8�� WALL EITHER DIRECTION 16"O.C. 7" 12" (h "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 `/ 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR opening Is located LESS than 24 inches above the finished floor and GREATER GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) P 9• 5/8„ GARAGE CEILING 16"O.C. 6" 6" EQUNALANT DRYWALL SCREWS. than 72 inches above the finished grade or other surface below on the exterior "R" ROOF FRAMING 1/2"DIA.LAG SCREW BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH of the building,the window must be provided with a window opening control device &1/2"MAX.SHEATHING 13" 11" 10^ 11 1 HABITABLE ROOMS IRC SECTION R702.3.5.1 that compiles with R312.2.2 Window Opening Control Devices. "FR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. UNDER SECTION6020FTHEBCNYS WINDOW UNIT 24" 21" 19" 14. FIREBLOCKING AND DRAFTS�TOPPING: Fireblocking shall be installed in &1/2"MAX.SHEATHING Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for accordance with R302.11 thru IR302.11.2 and Draftstopping shall be minimum 48-inch distance from ridges,eaves andgable installed per R302.12 thru R302.12.1 TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED g end walls;and 4"o.c.to gable end wall framing. NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) � l Fireblocking materials R302.11.1 shall be as follows: V 1. Two-inch nominal lumber Applicant shall provide engineered wood placard 2. 1/2"gypsum board on or adjacent to electrical meter box for field inspection. W v v 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance PLYWOOD STORM PANEL with the 10 foot horizontal fireblocking in walls constructed using parallel Residential structures with Truss type construction, H...� 03 rows of studs or staggered studs. Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 4. cellulose insulation installed and tested in accordance with ASTM E 119 or for new dwelling and/or any addition,alteration W M 'b UL 263,for the specific applications a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel �- shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection OF FOUNDATION MATERIALS CLASS MATERIAL LOAD-BEARING PRESSURE Crystallinene bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(l) Sedimentary and foliated rock 4,000 psf Sandy gravel and/or gravel(G'W and GP) 3,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Sand,silty sand,clayey sand,silty gravel and clayey gravel o WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC (SW,SP, SM,SC, GM and GC) 2,000 psf SNOW SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL Clay,sand clay,sir clay,clayey silt,silt and sand silt MPH EFFECTS DEBRIS LINE TERMITE Y Y Y silty Y l Y Y (MPH) TEMP REQUIRED HAZARD INDEX TEMP II ML, MH and CH) 1,500 psf LOAD REGION ZONEM CATAGORY DEPTH a.When soil tests are required)by Section R401.4, 20 LBS 130 P NO NO YES B SEVERE 3'-0" O DERATTE 11 YES NO 1500 or less 52.1 the allowable bearing capacities of the soil shall be part of the recommendations. M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS are likely to be present at the site, the allowable bearing capacity shall be P. Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.5-1 B determined by a soils investigation. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Simpson TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED H2A Stud To Rafter Connector METHOD WSP: EXTERIOR SHEATHING CV '- - - - ^•- - -•-' '- - - -•�� PER TABLE R602.3(3)-FASTENERS 6" T-,� Iq71 ,I f I I•I 1, ON EDGE,12"FIELD. INTERIOR SHEATHING Typical Metal PER TABLE R602.3(1)OR R602.3(2) Strapping WINDOW HDR •I I•I I'I I' VARIES BY FASTENERS at OpeningsMETHO_ '1 1 f 1'1 1. N •1 I•I AS PERDTABLE R602.3(3) Z r Horizontally attached •1 I,I EXTERIOR SHEATHING ATTACHED WITH 8d COMMON NAILS plywood sheathing �I (0.131 X 2.5"LONG) Z 0 shall have Solid Blocking •1 AT 6"O.C.ON EDGE AND 12" O.C. 0 J @ all Plywood Joints I• IN FIELD — Z11-7 0 F_ I I 1' BRACED WALL PANEL INTERIOR FINISH: 0 Q = I•I 1• SHALL BE MIN.1/2"GYP.BD FASTENED — > C� I•I WITH NAILS OR SCREWS IN ACCORDANCE LL W I'I I'I 1' WITH TABLE R702.3.5 OR 1-'' 0 I I f' TABLE R602.3(1)FOR EXTERIOR WALL SHEATHING Q Z 0 4. > •I I•I 1.1 I' VERTICAL JOINTS IN PANELS SHALL OCCUR Corner Holdowns I OVER AND BE FASTENED TO COMMON STUDS. •I 1.1 I 1 1' HORIZONTAL PANEL JOINTS IN BRACED Refer at plans ,I 1.1 1•I WALLS PANELS SHALL OCCUR OVER O Z for locations _ •f N CV ,I INTERIOR, r- I,I I� AND BE FASTENED TO 1-1/2"x 5-1/2" O Q if required SPACING THICK COMMON BLOCKING ON THE FLAT I I I 1 1 1• AGAINST THE OUTSIDE SHEATHING F— --� .1 I•I 1•I f. 2 x 4 or 2 x 6 STUD WALL V J W Q RIM JOIST •I I•I 1•I 1• 1— 'I I I I I 1• 2X BOTTOM PLATE O Z Sill Strapping z — W See details on •I 1•I I•I I. EDGE SPACING -6" (V LL this page. •1 - - 1• _ •'— — — �' — — �•'— — —'• EXT.SHEATH'G O . . . . . . . . . . . . . . . . . . . TYPICAL ELEVATION PANEL JOINT-_______---' WALL TO HEADER STRAPPING (W J FASTENING REQUIREMENTS FOR 0 V- 0 N.T.S. BRACED WALL PANEL AS PER CL f-- TABLE R602.3.(3) 0 Cn c) 00O r- 1-1/4" galv. x 20 gage Were the distance is SIMPSON H2A coil strap with (5) 8d common 2X6 ON FLAT between 9-1/4"to 15-1/4" eacnails in each end at each rafter. E o Cc L°1 BLOCKING AT (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter =, �, o 'o ALL UNSUPPORTED provide blocking @ „ PLYWOOD EDGES braced wall panels �� �� PROVIDE@STRUCTURAL RIDGES °' _ _ € t y y _ l (AT WALL BRACING (2) 8d x 1-1/2" nails in plate 4 o.c. Zone Panel Field w ----- LOCATIONS) (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side o L)�z o =g y Schedule Dwg-1 of Ridge to have a Simpson 8 8 e s t o v2"RATEDFg Lo LSSR skewable hanger. 6 Ia y 2 8-0 .8� » ' CL 0 o PLYWOOD OR SIMPSON H2A t € 3 r c'c 3 a3i OSB RATED Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil �. g�,"' _ '821- SHEATHING .. " c d n o w ui y rn rafters attached to top (5)8d x 1-1/2 nails in Rafter Strap with (5)-8d common nails N °'N - - °' o 2 plate with 8d nails @ 6"o.c. (2)8d x 1-1/2" nails in plate z -_ N o alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs a = _ 8 C o 9 ( ) Look Out Blocks �''"' ' � � _ �z � ��w 3� € panel. and window or door Header. �, t w = E c . o -1 .. = E0y�cc� Less than �: s cc W Typical each side and ALL EqualGable End Wall . ��. �,?.Z Q N C6,0 _ o i, N �'-= m windows and doors. to 12" U): •, . 8 y a 8 0 OEL BLOCKING BETWEEN RAFTERS (ED BRACED WALL PANELS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS SEE NAILING SCHEDULE NTS NTS RAFTER TO RIDGE STRAP R602.3(1) IN LIEU OF RIDGE STRAPS -R602.4.6 PROVIDE LOCATED I<N THE UPPER THIRD O.C. C Z Z v J OF THE ATTIC SPACE AND ATTACHED ^^ TO THE RAFTERS WITH 4-8D NAILS 1� -, WALL BRACING SHEATHING DETAILEACH END O CL Q NOT TO SCALE 0 W J 0I_ 0 Z U) TOP PLATES 12" M I n TOP PLATES EXTERIOR OR 12" Min CUT BEARING WALL LENGTH STUD New Floor BORED HOLE MAX. BORED HOLE MAX. STUD DIAMETER 40% DIAMETER 60% NOTCH GREATER M (PERCENT)OF (PERCENT)OF STUD ° System N STUD DEPTH DEPTH THAN 50 /o CLEA 0 5/8"MIN. 5/8"MIN. (PERCENT)OF New Floor N I- TO EDGE TO EDGE 5/8"MIN /8^MIN. PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE S Existing p NOTCH MUST NOT TO EDGE TO EDGE MO THE ETAL TPLATE AT EACH OFIE FASTENED ACROSS AND System Ceiling _� 04 Z EXCEED 25 D NOTCH MUST NOT NOTCH WITH 8-10D NAILS EACH SIDE Use 1-3/4" Metal System Q ' (PERCENT)OF EXCEED 40 STUD DEPTH STUD DEPTH 0 Existing Coil Strap 20 Gage with ? W Ceiling �� (7) 8d common nails D 0 6i TOP PLATES S stem in EACH END at 1201 " Min IF HOLE IS BETWEEN Y m W Q BORED HOLES SHALL 40%(PERCENT)AND BORED HOLES SHALL PIPE W W () (PERCENT) EACH Stud. Simpson CMSTC16 � Cn 60% PERCENT OF NOT BE LOCATED IN w/ (40) 10d nails J- NOT BE LOCATED IN THE SAME CROSS STUD DEPTH THEN THE SAME CROSS STUD MUST BE DOUBLE SECTION OF THE CUT 12" M i n SECTION OF THE CUT NO MORE THAN TWO OR NOTCH IN STUD OR NOTCH IN STUD SUCCESSIVE STUDS 20 in each end T� ARE DOUBLED Ln AND SO BORED FIGURE R602.6(1) 00 NOTCHING AND FIGURE R602.6(2) FIGURE R602.6.1 END WALL OVERTURNING BORED HOLE LIMITATIONS FOR EXTERIOR NOTCHINGANDWALL TO WALL STRAP WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR TOP PLATE FRAMING TO nts CONNECTION STRAP NON-BEARING WALLS ACCOMMADATE PIPING NTS N 0 03 o Ww •d �i i � 0 Fireplace enclosure Thin profile structural insulated to top heaihing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto up and out of the MANUFACTURED LIGHT ENCLOSURE P Full Thick Insulation way for access thin profile structural glued together see Ian w/ ceiling line Exterior Y P P ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftstop and lay on plyW od Batt Insul CEIING FRAMING support Seal joint with Sheathing eala Insulation dams Tub attic hatch - R-val Non-combustable sealant OF SEALANT subfloor Typical blocking Base plate prevent loose-fill behind to UBFLOOR GLUED,CAULKED Sealed to--- Air Seal insulation from Yp equal to the Ceiling Double Frame Attic g exterior insulatio re uirem n access opening Sealant or ., OR GASKETED TO RIM Continuous wall /4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through adhesiveaccess of Sealant or as enclosure liner sealed SEALANT Sealant-' soli d blocking adhesive1,411 11 at perimeter and seams. Sealant OVER GASILL TE INR SPILLED 1" min Rigid rigid insulation Weatherstripping ear stairs Z Pre-Fab Fireplace sealed around Panel AdhE;sl Casing EXPANDING FOAM SEALANT � Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges ` frame a 1x2 Stop Board Sealed at perimeter g Pull-down gap P RECESSED LIGHTING FIXTURE p with caulk Z Q Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/soffit material staircase O J attic hatch or foam „ _ O (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (a_ PULL-DOWN STAIRCASEO Q DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING > ~ EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL al PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ~ Q ATTIC HATCH DETAIL � r .. This detail is for weatherstri in and draft sealing, TO BAND JOISTS ;: Z O weatherstripping g' NTS Baltic Door Energy Conservation Products Q It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, `,.`„ W Refer to Manufacturer for installation manual. n/ R-50 Insulation Rsa Attic Stair Cover Section N1109(R503)Alterations _ L.I. W Eave baffle installed gyf r Q Z N1109.1 (R503.1)General 11. '"•w,ym 4,. -' sy0` e w r'3r"J- 9",A` '„a' *K..� .° - adjacent to soffit and eave , Q nN/ Q GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for 1 .: g - .__I new construction.Alterations shall be such that the existing building or structure is not less vents. Baffle shall extend over M. conforming with the provisions of this chapter than the existing building or structure was ;ce,, a k, z "'' ' "` LU Table R402.4.1.1 kir barrier and insulation installation. g g the to of the attic insulation -' -,: ;' r %:. k, U) Q All design&construction in compliance and built accordingly to the prior to the alteration. P 2020 Ener Conservation Construction Code of New York State. P '� `' ~ J Energy as per chapter 11 TYR ROOF CONST. The authorityhaving jurisdiction shat -. .:•p": . g I I be permitted to determine an energy efficiency program to ,, ., ..,`<', , ;.,:<ciaa..... . TABLE R402.4.1.1 Alterations to an existing building, building system or portion thereof shall conform to the (R402.2.3) :... ;,. ,,y,.. W exceed the energy efficient required b this code. .4:s;"°" " yV ;;,:.':: `,jF. 3',. ,.,,'.; t::=:: es Z AIR BARRIER AND INSULATION INSTALLATION gY Y q Y provisions of this chapter as they relate to new construction without requiring the ,:;. k '. ' �/ r::K L.I. 2 x CJ W/ INSULATION � °F. -'�`_°,���. • ��:�.o,. �;8:-%.�w:.. "`' _ � • �: g �= LL unaltered portions of the existing building or building system to comply with this chapter. ; g; ..:.'g� • • r ; . ) N COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa All HVAC, Plumbing&Electrical systems shall meet the chapter 11 Energy efficiency, T Fascia/ AS PER DRAWINGS NYS mechanical code,2020 energy conservation consevation code of NYS. . NIA$," [NY]N1109.1.1 (R503.1.1)Building envelope :< > �F. .;- Soffit see OR HERS RATER E"— General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Buildingenvelope assemblies that are art of the alteration shall comply with N P P c P Y t W requirements in the building envelope. Section N1108(R502)Additions Const. Dwgs Section N1102.1.2 or N1102.1.4, Sections N1102.2.1 through N1102.2.13, J Exterior thermal envelope contains a ; N1102.3.1 N1102.3.2 N1102.4.3 and N1102.4.5. r< a P N1108.1 (R502.1)General SEALANT Exception:The following alterations shall not be required to comply with the requirements continuous air barrier. P y q _.., Additions to an existing building,building system or portion thereof shall conform to the E' P Z for new construction provided that the energy use of the building is not increased: 11,71 � F— P 9Y 9 a. }. 6 say -,w, , ;, p. , e: provisions of this chapter as they relate to new construction without requiring the Typ. Exterior wall � � �',->� , .,:. .-'3-.E ,.;:,> . Breaks or joints in the air barrier shall be k :-. , , M g;'' ` ;;',; ..„ _ (n 0 unaltered portion of the existing building or building system to comply with this chapter. ,:y' .d " . . sealed. Storm windows installed over existing fenestration. Existing ceiling,wall or floor cavities See Const. Dwgs00 An addition shall be deemed to comply with this chapter where the addition alone complies, P Y P P exposed during construction provided that these cavities are filled with insulation. :,;;•:.> : . ',. `,,w`..;� `•k°� t' �' '""A{ < where the existing building and addition comply with this chapter as a single building, Cavi insulation All cavities in the thermal envelope shall be filled with insulation.The Construction where the existing roof,wall or floor cavi is not exposed. =,_ ,: ,.:,. ,°.:.: ':-Ye ;+,s' ,.; :'.'.; '>�.,'.a`4r ,f t.':t,; "'x;., ..",'d' ;T?.,s: "� ;,�gl gam'>'S' r 'k. a. .3,v, Cavity P or where the building with the addition does not use more energy than g cavity #r ? ILL installation density of the insulation shall be at the manufacturers product _> ?: , , the existing building.Additions shall be in accordance with Section N1108.1.1 or N1108.1.2. Roof recover. recommendation and said density shall be maintained for all volume of each cavity.Batt a insulation will show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposed ,. ; ry nP g P N1108.1.1 R502.1.1 Prescri tive compliance liance ( ) P p Burin reroofing shall be insulated i - `"���`'- " ' ```�'`�:�.�` �'" �'' su ated a ther above or below the sheathing. Surface-applied lied `-•:�� <�_`�'� �°.:$;Na �_�°e. ,�� ;��'� 9 9 9 PP �� ,���.k;...::_ :.:,,'.:.ANN'.°": :.. r,;. - maintain an even density for the entire cavity.Batt insulation shall be Additions shall comply with Sections N1108.1.1.1 through N1108.1.1.4. :` ':. window film installed on existing single-pane fenestration assemblies to reduce solar heat gam F, ,.r s ' ;, o installed in the recommended cavity depth. Where an obstruction in RAFTER SEALING AT ATTIC EAVE ~� >"s< ' ' b°<° ' °� provided that the code does not require the glazing or fenestration assembly to be replaced. E'�, the cavity due to services,blocking,bracing or other obstruction [NY]N1108.1.1.1 (R502.1.1.1)Building envelope Alterations which replace less than fifty percent of the luminaires within a space provided m rn E exists,the batt product will be cut to fit the remaining depth of the New building envelope assemblies that are part of the addition shall comply that such alterations do not increase the installed interior lighting power. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 0 t a 2 o a L L cavity. Where the batt is cut around obstructions, loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. A € in a� 0-6 shall be placed to fill any surface or concealed voids,and at the N1109.1.2(R503.1.2)Heating and cooling systems w _0 8 = y a p y Exception:Where unconditioned space is changed to conditioned space,the building New heating,cooling and ducts stems that are a ,S 2 y m P t ) o manufacturers'specified density.Where faced batt is used the 9� 9 Y part of the alteration o. c ` o =�? envelope of the addition shall comply where the Total UA,as determined in shall comply with Section N1103. LOW DENSITY SPRAY FOAM , . Fu o CF-00.s I Z installation tabs must be stapled to the face of the stud.There shall be P y ,c, d � 0 d 8-1 o o Section N1102.1.5,of the existing building and the addition,and any alterations that ,• ,� ,,-, � o._ �� no compression to the batt at the edges of the cavi due to inset INSULATION, R VALUE IN t a o Y o(, 0 P g cavity are part of the project,is less than or equal to the Total UA generated for the existing building. Exception:Where ducts from an existing heating and cooling system -` - ` 0 2 = o m y a o 3° stapling installation tabs. Rigid Foam or ACCORDANCE WITH M N o 0 L c�3 g o are extended,duct systems with less than 40 linear feet in unconditioned spaces shall not g - o L N1108.1.1.2(R502.1.1.2) Heating and cooling systems be re uired to be tested in accordance with Section N1103.3.3. Wood Blockin HERS REPORT 0 0 8 a o 8 a o m r y Insulation that upon installation readily conforms to available space q g = 0 New heating,cooling and duct systems that are part of the as backdam r- v' _ _~� o shall be installed filling the entire cavity and within the manufacturers addition shall comply with Section N1103. TYR ROOF CONST. ='` �r �'_ � ���� N1109.1.3(R503.1.3)Service hot water systems o o density recommendation. _ o o- 1;6:S o C New service hot water systems that are part of the alteration j :? o o'm :? o v; o Exception:Where ducts from an existing heating and cooling system are extended to an addition, shall comply I with Section N1103.5. Roof underlayment - y y E ; o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the P Y ;: :� 2 X CJ W/ INSULATION 2 r v v duct systems with less than 40 linear feet in unconditioned spaces shall not be required sealed to drip ed : ::: '' o z _ �, E = 0 0 ceiling/soffit shall be aligned with the air barrier. p g AS PER DRAWINGS = d = a E@ o o w to be tested in accordance with Section N1103.3.3 N1109.1.4(R503.1.4)Lighting New lighting systems that are part of the ::•:`'c ,-. 3.0 3 C o E insulation and any gaps in the air barrier _ `~-- b ;,. 0 m C7 IE m E n o a sealed. N1108.1.1.3(R502.1.1.3)Service hot water systems alteration shall comply with Section Nil 04.1. OR HERS RATER E�ranchbnata �otsarntio:rns dX New service hot water systems that are part of the addition shall comply with Section N1103.5. Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies maybe compressed at Exception:Alterations that replace less than 50 percent of the Soffit See ; wall doors to unconditioned attics aces exterior wall lines to allow for required attic ventilation. luminaires in a space, provided that SEALANT P q N1108.1.1.4(R502.1.1.4)Lighting such alterations do not increase the installed interior lighting power. Const. Dwgs ; shall be sealed. New lighting systems that are art of the addition shall comply with Section N1104.1. 9 9 Y P PY non-vented ;�r��=�; ;.�P,�N��s;z�;,; .z� �.• ;,, �.�;^��,: . Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated N1109.2(R503.2)Change in space conditioning An nonconditioned or low energy space that is altered to become conditioned �?p�T<?... f< =.;>;:'; plate shall be sealed.The junction of the by completely filling the cavity with a material having a thermal y gY P �``�.,,�n,.', , �"�•'- space shall be required to be brought into full compliance with this chapter. T Exterior wall "'` ,1 44"" `, "°qs. top plate and top of exterior walls shall be resistance of R-3 per inch minimum. YP a �.,` ", :: See Const. Dwgs sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be 9 installed in substantial contact and continuous alignment with the air 'p „;`'.. . barrier. W Windows,skylights The space between window/door jambs TABLE M1505.4.3(2) OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION W 0 shall be sealed. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS8,b DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. RUN-TIME PERCENTAGE IN EACH 4-HOUR 25% 33% 50016 66°!0 75% 100°l0 Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain SEGMENT above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the Faetora 4 3 2 1.5 1.3 1.0 topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. a.For ventilation system run time values between those given,the factors are permitted to be OPENING LIMITING determined by interpolation. DEVICE CO Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be CN o shall be covered with a Class 1,black permanently attached to the crawlspace walls. N W vapor retarder with overlapping joints b.Extrapolation beyond the table is prohibited. ~O taped. N Z - - - - - - - - - - - - - - - - - - - Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(1) WINDOW > Q shafts opening to exterior or CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE Q W unconditioned space shall be sealed. 24” > � W REQUIREMENTS 4"SPHERE CANNOT APPROVED WINDOW (36"IN IBC UNITS) FALL PREVENTION m > Q PASS THROUGH NUMBER OF BEDROOMS DEVICE CONFORM TO W W Narrow cavities Batts in narrow cavities shall be cut to fit and installed to DWELLING UNIT 1 FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps or LOCAL EXHAUST RATES TABLE Ml 505.4. FINISHED FLOOR FLOOR AREA 0-- 1 2-3 4--5 6-7 >7 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by insulation that on installation readily conforms to the (square feet) FINISHED GRADE y AREA TO BE EXHAUSTED EXHAUST RATES AirflaW In CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED T Garage separation Air sealing shall be provided between the garage and KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS < 1,500 30 45 60 75 90 GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM 1,501 —3,000 45 60 75 90 105 MSI envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW T A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: M+I Plumbing and Batt insulation shall be cut neatly to fit around wiring and INTERMITTENT OR 20 CFM CONTINUOUS 3,001 —4,500 60 75 90 105 120 WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. wiring plumbing in exterior walls.There shall be no voids or WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH or compression where cut to fit.Insulation that on 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W N gaps P 4,501 —6,000 75 90 105 120 135 PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO E-.t C installation readily conforms to available space shall [� extend behind piping and wiring. 3. OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE r 1 a 6,001 —7,500 90 105 120 135 150 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 `J Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be I,.., O exterior wall showers and tubs shall separate them from the showers and insulated. >7,500 105 120 135 150 165 v tubs. N1101.14 (R401.3) Certificate (Mandatory) Es H � °� Electrical/phone The air barrier shall be installed behind electrical or For 51:1 square foot=0.0929 m2, 1 cubic foot per minute=0.0004719 m3/s. .l � �p .� cn box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall w •d o in the space where the furnace is located a utility room or an approved location inside the building. N HVAC register HVAC register boots that penetrate building thermal P � Y PP g boots envelope shall be sealed to the subfloor or drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Q ^, Concealed When required to be sealed,concealed fire sprinklers shall directory label, service disconnect label or other required labels. The certificate shall indicate the a CD M Cd sprinklers only be sealed in a manner that is recommended by the predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components ENERGY COMPLIANCE STATEMENT: O manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; v be used to fill voids between fire sprinkler cover plates and TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. Where there is more than one value for each component, the certificate shall indicate the value a In addition, inspection Of log walls shall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, cooling and service water heating equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 65'-2"± , O J I O O 12"SQ OR 14"ROUND F— O DECK FOOTING PER TABLE Q O R507.3.1 FOR DECKS '_0" 6'-2Yz" 6'-2'/z" 6'-2+/" 6'-2+/i' SEE DETAIL ON DWG-2 , Q � � '^ ' •N• v J If LLQ try 1_-- x 8" ' 1'-6"x 8" ♦ i ♦ i i- fh ♦ , " ♦ , Uj ♦ II 1 1 �- `� �- 2-2x8 RT.GIRDER �- Cl) ,. - ' .------------------ ---- ---------- -,- -• 1 1 1 1111 I 1 1 O �- I 1 1 1111 I 1 1 If 1 1 IIII 1 1 I1 1 1111 I `I{ vJ L Q 1 1 1111 , 1 1� ° J 1 1 1,11 , , , Q Section M1202 Existing Mechanical Systems • 0 w 1,11 , 1 1 M1202.1 Additions,Alterations or Repairs p Ud o> --,n1--' Z 1 1 ' 1111 /� , I � � 1 ' ' 1 1 ' 1 1 1 `V Additions,alterations,renovations or repairs to a mechanical system � , , , O Z W LL shall conform to the requirements for a new mechanical system 1-0, NEW WOOD DECK b ; ; " fillfill ; ' ' Q without requiring the existing mechanical system to comply with 1 1 @ 16 cc `--Irl- t— all of the requirements of this code.Additions,alterations or repairs2x10 FLOOR J I 1 111 I @ 16"oc W0 OIST ,,,, 1 1 , , , shall not cause an existing mechanical system to become unsafe, ' ' EXISTING 11:! -2x10 FLOOR JOIST , , _ '^ hazardous or overloaded.Minor additions,alterations or repairs to I -, " * ; ; iii. ; EXISTING O O existing mechanical systems shall meet the provisions for new construction, ,''♦ '♦ ,"♦ cn ,-�♦ in ,-�♦1 1 111 1 , , unless such work is done in the same manner and arrangement as was in IES � _ _ __________ �____---------'3 r , --- ----- ------ -----__________ --------- ----- -----____-- £ 3 I— ♦ I - ---------------1. � ♦ � ♦ i l7T� ,7 1 IIII 1 1 1 the existing system,is not hazardous,and is approved. 1 , 2-2x'10 P.T.GIRDER ' + 1111 EXI1,S ' ' (n Ip 1 1 IIII 1 1 lO M1202.2 Existing Installations 11'-7"± 20'-4" "-;r,;--,CRAWL SPACE ; ; �, co 10 1Except as otherwise provided for in this code,a provision in this code ; �I 0 DECK LATERAL HOLDOWNS , 1 1 , , H shall not require the removal,alteration or abandonment of, I , , 1 1111 SIMPSON DTT2Z w/(8) o o ' nor prevent the continued use and maintenance of, 1/4"X 1-1/2"SDS SCREWS an existingmechanicals stem lawful) In existence y y ONE WITHIN 24"OF EACH END I W '1 ' 1 at the time of the adoption of this code, w w AND TWO SPACED EQUALLY o U BREAKUP& p @) ALONG DECK REFER TO co U) REMOVE EXIST NG co U) M1202.3 Maintenance x F x � 1 1 1111 , , y c DETAILS ON DWG-2 I a CONCRETE/ST NE N Cn 1 1 IIII 1 , , E o p PATI O/STOOP O i i i i i t ' ' 0 o '-'� Mechanical systems,both existing and new,and parts -� -� , , :14, 1 1 , ; �, B In thereof shall be maintained in proper operating condition I _ _ _ _ 1 1 ,---------,»,------1--------------- , ° tM a, m E'2 o a 0 ° in accordance with the original design and in a safe and sanitary condition. r , DECK ' ' ' " ' 'O10 � y o Devices or safeguards that are required by this code shall be maintained I r- — — — — — — — — — /DECK 2X10 DECK LEDGER + 1 1 0 `�T c It c m 15 c in compliance with the code edition under which such devices and I HOLDDN SEE DET. ON DWG 2 "'-----'-''"�---------"-- ; � o � a o $ 0' ro M m HOLDDN ° -------------------------------vv------------------ a----------• + ' 1 w rn ww vp°y $ safeguards were installed.The owner or the owner's designated I I -- 1; o ° ` agent shall be responsible for maintenance of the mechanical systems. 2X10 DECK LEDGER ' ' ' ' a° a o v; To determine compliance with this provision,the building official shall -H I ' •_______________________________ _____________ __________________________1__ ' i ' c ' 1°i>e a'" °' �' 1O� have the authority to require a mechanical system to be reinspected. ----__ - ___________________ ____________ __ ___________SEE DET ONDWG2_____� 1 m u)2 c o m 9 =°o c 3 —� a 3 L C E�" 3 41 1 + I 1 1 1 C °. C N to ,meq IT 1 0 ��o o a t�. N a w ALL WORK SHALL CONFORM TO; --- --------------------------------� �----------------------------------- 1 1 *' °t =_ `� L „ �° 3 �€ 1 1 , t 1 1 , 1 L y N N ` ♦`..t C DIRECT VENT 1 9 o 2 -�, o c 00 ' EXISTING w HEATING SYSTEM 1 1 2020 NYS RESIDENTIAL CODE BASEMENT I > ' _ ' ° L _ w °' a °.. ° 12 it APPENDIX J ; REMOVE EXISTING w ' �-Q W/RESIDENTOIAL ENERGY , ------- t0 N ° ¢ `� c INSTALL IN 1 1 2 2'N N L V) = C V 'n CONCRETE BLOCK to I 0).c as $ , C CL la a» SECTION AJ301.4 -ALTERATIONS - LEVEL 1 FIREPLACE FDN o o &MECHANICAL_ "ODE 12 g y ca cm E a o a +1 PATCH CONCRETE O o IM -H 1 ______- SECTION AJ301.5 -ALTERATIONS - LEVEL 2 ' ' FLOOR -, O_j O 1 1 1 1 r 1 i ♦ Z 0 r O w , 1 , SECTION AJ401 - REPAIRS - tD 3t U) BOILER 3t o , NEW GAS i I I X O 00 w I N MAINTAIN REQUiRED SEPARATION 1 ; ; SYTEM Structural Note: - w o LL o I DISTANCE FROM ALL HEAT NEW INT.FOOTING/COL rr--,�ry���� X Z I PRODUCING EQUIPMENT TO I ao=,:.♦ Ir N N 24"x 24"x 12"THICK COMBUSTIBLE IVAl ERIALAS PER I ° Ii ; ALL STRUCTURAL WORK SHALL , , , , 6X6 ,,, IIII ' AST-IN-PLACE CONCRETE I O REMOVE �II IIII+♦�-,���II MANUFACTURER'4SPECIFICATIONS 01' COMPLY WITH APPENDIX J I POST I FOOTING&4"DIA STEEL _j o 1 1 1 1 L e J LL♦_=�JJ AND LATEST MECHANICAL CODE. EXISTING SECTION AJ601.9 , , , , ABOVE ` - - - - - POST COLUMN ' LL 1I V 1, , OIL TANK ii i----- L i--- 1 ---_- ----_- - - POST cvl Z II 1 Mechanical systems �' _-_ ABOVE --- ---- --'-- * 1 1 e 1 I , _, _ , L J 1 --------- ---------- - --- - -- -- --'------------ ' ' -J --'--------- --'--- --'------------ !_ __� I r- II 1 THEMECHANICAL SYSTEMS HALL co , 1 1 = T____________________©__________`-_ ===Y== =='______________-== ==1=====______` __' __' _______ _========C ----- __ _== ==z====ABOVE - --__�-s _ 1 MEC CAL SYS S iv t 1 1 t 1 1 1 1 , 1 1 I I , -, --,---- --�- -,--- --1 -------- ---i ,-- -7=====---- ---- =fir - 1 '� BE INSTALLED IN ACCORDANCE WITH a N __ I 1 , J 1 , 1 ' , , O 1 1 - APPENDIXJ AJ601.10 i i i i `-- - `-- - -- ' - cn1 ° ll 1 JI 1 Plumbing Note: T-1^± T-1"± 71"± T-1"± ' T-1 1 1 1 1 ALL PLUMBING SYSTEMS SHALL BE 49'4%"± INSTALLED IN ACCORDANCE WITH ; ; ; ; F- NEW INT.FOOTING/COL �+1 I , APPENDIX J SECTION AJ601.11 ' ' ' ' 24"x 24"x 12"THICK , I 2-2x8 ' ; ; VENT CLOTHES DRYER EXISTING GARAGE 1 1 O In , M 1 , , CAST-IN-PLACE CONCRETE iv ;-� _ ------ , 1� 1 IN ACCORDANCE WITH N 0 Electrical Note: 1 p FOOTING&4"DIA STEEL 2cnl -2x8 ' I ,1 F- 1 0 , / CHAPTER 15-CLOTHES O ALL ELECTRICAL EQUIPMENT,SERVICES 1 t 1 1 O ° COLUMN 0 O ° 015'17 - -J---"- DRYERS EXHAUST. N Uj ' ' ' ' -J ° ° 2X4 FRAME AROUND ' ' ' ' 1 ' , 1 ' 1 O 1 ' ' AND WIRING SHALL BE INSTALLED , , , , LL " Z " I , , , , , , , IN ACCORDANCE WITH APPENDIX J 1 1 0 m REMOVE EXISTING H O t0 STAIRCASE FROM FLOOR , , , , , - , - W , --- , N Z ' ' ' ' X STAIRAND IN FILL LO O r TO CEILING. TREATED SHOE O , , , , , , , , O , SECTION AJ601.12 , 1 1 1 CV Ud X PLATE AND GYP.WALL BD 01 1 1 , I 1 , , O , WITH 2X10 FLOOR JOISTS W LL INSIDE FACE OF WALL MIN. I U 1 1 1 1 1 1 , , 1 1 J , ' __ , } Q ATTACH RAILINGS.HANDRAILS , I 1 ' I 1 1 1 I U- Fire & Life Safety Note: z 16"OC AND SUBFLOOR TO MATCH N _ 1 1 I ----- X 34"-38"ABOVE NOSING. --r ' N 111_ - M' ' Q W / I NEW STAIR CASE , , �j j ALL SMOKE ALARMS,CARBON ; ; ; ; R302.7 UNDER-STAIR PROTECTION ( I &RAILING;IN NEW MONOXIDE ALARMS OR 1 1 , , ENCLOSED SPACE UNDER STAIRS THAT , I 1 1 m Q 1 1 +I , 1 IS ACCESSED BYA DOOR ORACCESS - 3-2X10 STAIR OPENING , 1 AUTOMATIC SPRINKLERS SYTEMS , —--_----------------------------- ------------------------------- PANEL SHALL HAVE WALLS,UNDER-STAIR - 1 STAIR PER NYS CODE ; ; *� LL.I 0 SHALL BE IN ACCORDANCE APPENDIX J 1 SURFACE AND ANY SOFFITS PROTECTED c 1 O IL ON THE ENCLOSED SIDE WITH 1 1 • ---------------------------------------------------------------------------- 1/2-INCH GYPSUM BOARD. 1 1 � I � I � 1 M I -• ' 1 1 1 a----------------------------------- - --------------------- -- ------------'---------- ' 1 1 , 1 1 NEW INT FOOTING/CO 24"x 24"x 12"THICK v CAST-IN-PLACE CONCRETE I FOOTING&4"DIA STEEL ' COLUMN I , + , 26'-4/z"± 35'-9"± lie i 3'-O%"± r [�� a I STAIR HANDRAIL NOTE: ICA *ft $04 o PROVIDE HANDRAIL ON AT LEAST ONE SIDE ------- r1 OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT H M WITH FOUR OR MORE RISERS. HANDRAIL HEIGHT MEASURED ABOVE O STAIR TREAD NOSING,SHALL NOT BE LESS THAN GENERAL EXISTING CONDITIONS NOTE: � > 34 INCHES AND NOT MORE THAN 381NCHES. FOUNDATION PLAN V to ALL ONS ALL HANDRAILS SHALL BE CONTINUOUS THE FULL SCALE: 1/4" = V-011 WERE TAKENEXISTING FROM;DIMENSURV YNORIGINAL PLANSCONSTRUCTION O x ' t O U LENGTH OF THE STAIR FROM A POINT DIRECTLY AND FIELD MEASUREMENTS. ct ABOVE THE TOP RISER OF A FLIGHT TO A POINT ALL MEASUREMENTS SHALL BE VERIFIED BY DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. Mechanical Systems CONTRACTOR PRIOR TO RENOVATION,ORDERING O THE MECHANICAL-HVAC SYSTEMS MATERIALS AND START OF CONSTRUCTION.CONTRACTOR (� HANDRAILS ADJACENT TO A WALL SHALL HAVE A IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. SHALL BE DESIGNED AND INSTALLED SPACE OF NOT BE LESS THAN 1-1/2 INCHES ARCHITECT DID NOT MEASURE INACCESSIBLE AND BETWEEN THE WALLAND THE HANDRAIL. IN ACCORDANCE WITH PART-V CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN SEE NYS CODE FOR EXCEPTIONS.REFER TO OF THE NYS RESIDENTIAL CODE. INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY NYS CODE FOR GRIP SIZE SPECIFICATIONS. ARCHITECT OF CONDITIONS. OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 4 LL f�1 ILL! 0 Z H rn ZZ A ------- < Ix z }- N J z 0- I Z CLEARANCE FROM o _ 0 0 FROM WALL OR ' Z 0 N TUB/SHOWER ; O J 25'-8" 6'-1 Y2"± RECONST. ; Z O EXISTMINIMUM TOILET CLEARANCE IDECKING Q90 Q& SCALE: Q& \ SCALE: 1/4" = V-0" EXIST q,%1+EXIST � b EXIST � �EXIST O IN ACCORDANCE WITH FIGURE R307.1 0 z 0 2020 NYS RESIDENTIAL CODE '^ 2-2x10 N vJ Uo * Q LL � ` 15'-6" O O f, >_ WW 3Y=" � _- 4 3Y2" EXISTING Nt@ ; 0� 0 z M.BEDRM ;D U O W J W SITTING RM M° s '~'^ W g 11 8'-0"CLG HT U V-7" v J F._. 0 0 d , L C- Uj Lu (3)1-3/4"x 14"LVL FLUSH ; U > Z - W � T k - N 1 a, EXT.WALL ABOVE H � 'I iX N 1,L i` X o � x 04 LO 0 L M11 W 3 v�� U) NEW TJI 560-14"-FLOOR JOISTS(a)16"OC O 1, * 0 CV \ a Z N , � L , r 04 0 (n /o/�'ff� ir"X80" * N W ADA COMPLIANT ; N o TOILET EXISTI G ^-3/4"x 14"LVL FREL.L- LWINE) V - _ (2)1-3/4"x 14"LVL FLUSH RIM BEAM M y -ANI , I I rn c (2)1-3/4"x 9-1/2"LVL 012 UASM= 4'-6'/z" ' 10'-8" E 01 0 0 12 3Ys" 7N, i m �' ° `m 2 ° a`-12 3'-8" ­__-)----------- .r FAN 5'-0"t `f-% RELOCATE EXISTING °_ cO ` °' nj * DOOR � c � ma omSSOM2 R N ' m ani Sc o po - �i CV = i N.0 0� U_0O y�:O J 15'-6Ys"t v -0" ' aa) co 2 c o m.9 0 a or- 3 13'-10" LO ° ° EXISTING 1 -6-68�� '6, - OR 5 3gm BEDRM # 1 ` N CM, 12'-6'/z't i o 8'-0"CLG HT to= cam w2o� 32 € RECONFIGURE EXISTING B THROOMS O FRAME OUT 1; c- o & tot ° o 'E EXISTING i I NEW FLOOR FINISH,NEW YP BD F N ' j NEW HVAC r 6 E c E 42 a c a r= E � o _ CEILING AND WALLS,NEW FIXTURES CHASE AS 2 2'- �' 2 y C-0 m o DINING ROOM r ` ® I -- z `L C- _ c PLUMBING,LIGHTING AND ABINETRY. REQ'D a��- 3'-0" 8'-0"CLG I I FOR A COMPLETE BATHRO M RENOVATION. NEW T I560-14"-FLOOR IST 1 " L c a v c t c G)i 2 0 w E r I I rnmQ F- �aEa. on 8-8" OS ; 3-2X4 POST io REMOVE , " TO TOP q r — — -1 ; BASEMENT,EXISTING ; ' x ' ' GIRDER I I I I BRICK 'I -2X4 POST I III I FIREPLACE ; co III TOP OF O ,° ( `ebb LOCATION OF u_ EXISTING GARAGE _ _ — _ — _ — +� LL I11 SIR MR NT TOILETA�OVE EXIST. N b NEW 3-1/2"x 11-7/8"LVL Flush w `S' , CLOS ,° 'I L — — — J I o EXISTING N J (I� co �I _ _ NEW 6X6 I Q LIVING RM l O ' sz 6 POST TO EXIST.VAULT I x I� _ — _ - �� 1, ' Cl) ' > o TOP OF � , - - - - - - - - - � CD BASEMENT I u- � Cl) I - , "__ (2)1-3/4"x 14"LVL GIRDER ----------------------- I � i I OPEN TO ABO E REMOVE EXISTING -+ KITCHEN Z REMOVE EXISTING ' l ------- , d ' 1 BASEMENT STAIR 0 -j"--'- ' AND REPLACE -' 8'-0" I (n STAIR GUAR IL _______ X EXISTING ' REMOVE WITH KITCHEN 1 z GYP BD CLG I w ---- , I 1 I I 1 BEDRM # 2 EXIST, ' EXTENSION ' REMOVE EXISTING CEILING ____ , , I,I , , �; CLOS ch 1 I W ( 0 IN THIS AREA , ' 8'-0"CL¢HT N W '-I UP O I , N I I N I J 111 ' I 1 1 1 I ' LU 13'-10" 2'-0" ---- , ,- I,I , , , , , , , ��(')1-3/4"x 14"LVL; - 0 11 „ C14 z LO o Q -co,'� in 4 Y ' 10'-8"t o co U) Lij RENOVATE EXISTING KITCHEN 3,-0" ' ' ; M U_ NEW FLOOR FINISH,NEW GYP BD CEILING AND WALLS,NEVCAPPLIANCES, , PLUMBING,LIGHTING ANC CABINETRY. EXIBBINIS1 ll FORA COMPLETE RENOVATION. ; EXISTING ROOF RAFTERS ' AND CLG JOISTS WOOD LANDING ~ &STAIRS& REMOVE BEDROOM #3 RAILINGS AS REPLACE WITH NEW STAIR ---------------------------------------------- PER CODE WINDOWS, EXTERIOR FRENCH &SLIDING DRS TO 2ND FLR AND BASEM T Plans indicates ANDERSEN series 400 Tilit Wash ; Model Numbers and shall be In accordance with R60D ; To be designed & installed as per manufacturers ; specification for 140 ultimate design wind speed and Table 301.2(2), 301.2(3) t [NY]915.3.3 Residential Buildings and Commercial Buildings 1ST FLOOR PLAN Provide HP LOW-E4 glass; U = .30, SHGC = .30 With an Attached Motor Vehicle Related Occupancy EGRESS: shall meet R 310 SCALE: 1/4„ = 1 -0 U WINDOW FALL PROTECTION: shall meet R312.2 Carbon monoxide detection shall be installed in a central or otherwise approved M.., O Substitutions made upon meeting Code. location in each occupiable space in a commercial building and within 10 feet of U the entrance to sleeping areas and sleeping units in residential buildings See page one, general notes for additional and commercial buildings that: AREA SCHEDULE F--� � Cd code requirements. u 0 � 1. Have a communicating opening with an attached motor vehicle related occupancy, NAME AREA �[ [�] i I M @ 2. Share one or more common walls with an attached motor vehicle related occupancy,or EXISTING FIRST FLOOR AREA 1631 sq ft. KEY ^ ^ b � 00 1 0 R312.2 WINDOW FALL PROTECTION NOTE: 3. Are located one story above or below a motor vehicle related occupancy. 'b bA O ;� EXISTING GARAGE AREA 321 sq ft. EXISTING WALLS TOP OF THE WINDOW SILL SHALL PROPOSED 2ND FLOOR AREA 631 sq ft. O yCd en BE A MINIMUM OF 24”ABOVE THE FINISHED SMOKE AND CARBON MONOXIDE ALARMS FOR 71 NEW WALLS FLOOR AND GREATER THAN 72"ABOVE THE REPAIRS.ALTERATIONS AND ADDITIONS: FINISHED GRADE OR OTHER SURFACES In accordance with Appendix J O SMOKE DETECTOR t _ _ _ ] WALLS TO BE REMOVED O BELOW ON THE EXTERIOR SIDE OF THE When repair work,alterations,inte rior alterations CARBON MONOXIDE DETECTOR BUILDING. SHALL COMPLY AS FOLLOWS: and additions requiring a permit occur, CO REFER TO DWG-1 GENERAL NOTES the dwelling shall be provided with smoke alarms IN ACCORDANCE WITH SECTION 915 OF THE R312.2.2 WINDOW OPENING CONTROL DEVICES: and Carbon Monoxide Alarms located as required 2020 IFC,R314,R315 OF THE RESIDENTIAL for NEW DWELLINGS and shall be interconnected CODE OF NYS WINDOW OPENING CONTROL DEVICE SHALL and hard wired. COMPLY WITH ASTM F 2000.THE OPENING 5 DEVICE AFTER OPERATION TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 BRACED MALL PANEL.a PER PLAN BRACED WALL LINE 2-1 2-2 2-A 2-B TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP BRACE WALL LINE SPACIIJG(FT).b 25.5 25.5 15.25 15.25 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 24" 24" 24" TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 6.2 6.2 4.5 4.5 10' MAX _� I 20'MAX I I 10'MAX S I BWL 2 Bt�JL 1 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c BWL1. EXPOSURE CATEGORY 1 1 1 1 �- _ � _ � t cc 2. ROOF EAVE TO RIDGE HEIGHT .85 .85 .85 .85 Z 1 1 E., 7 Q I I 3. WALL HEIGHT 9 9 9 9 --------LUL z O 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 O 9 I I I 8. HORIZONTAL BLOCKING IS OMITTED NA 2 2 2 ' O Q 1 II ui RESULT REQUIRED BRACED WALL LENGTH(FT) 5 10 8 8 16'-2Yz"t L O TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) ' Q z O 1 t g ' '�' PER PLAN BRACING LENGTH PROVIDED (FT) 5.8 16 16.83 18 36"HIGH ST INLESS STEEL CABLE RAILING vJ W I COMPLIANCE YES/NO YY Y Y ' �/ W � LL " 20'MAX wl �. 20 MAX - I a.Linear interpolation shall be permitted NOTE: CONTINUOUS b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, I O SHEATHING METHODS the average dimension shall be permitted to be used for braced wall line spacing. �-- � A REQUIRE ALL FRAMED PORTIONS OF THE BRACED ABBREVIATIONS; BWL=BRACED WALL LINE, W Q WALL LINE TO BE SHEATHED. a BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL z CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION z ( 4 /U104 210AI It O = 1 w0 ~ 3'-3" 2'-613/16" O LL O ; ^ � z 5'-4" ; 5'-4" 0- - - - - - - - - - I - - - - - - - -� in p o CS-WSP I ' _ O CS-WSP ' I O ZD a 41-2Y2"±t 1 Q'-8" LL It- I C0 -2x10 ' ;i 2-2x10 I m 1� Ch ` ^ ' N N I I 3Y2" 5Yz" fA 2x10 RAF4ERS (a 16"oc a I BWL 2-1 BEDROOM#3 ; o c E. N 00 2x8 CEILING'OISTS @ 16"oc 8'-0"CLG HT °No 12 co ° a€) tm oa) 2x4COLL �T@ " w:EL C °0.v ° VC O OUtm 8 U C 8Uo� 0cco 33- o TW2046 N C O'� Czy:5 S z os _.n 8S 8 > y -� L0) y ' C0 d O a �3 O 0Oc3 � >_J 8 4 0Q' 0 0.0 NEW FAMILY RM 6N am arn0 O 8'-0"CLG HT CLOS v w .22 25 -2N CS F_O a C O O 0 Cr Z D O C V O fV l x ' N ' w z `n mc, 8-8� 0 ,v ¢N yC Edy O Na °ivM m 0 r Cl) 84t 7_011 `2ccU0_ 0Ca) d 3-2x8 7 I 8 ' L I \` �>, O N \/ F- c� W m Cr F- m E a-c a \ l '- °v ° z c a� o O 'in o z M U \��Fl- ' I 5'/= co --------•' /\ ¢ ZD I I \�� \ / ILO1 N I 7� ♦ H I o Il ` ' '\ N 8'-6" 1 10'-6"t LO O I 2-RAFTERS - - - - - - - - - - ' 1 \ EXISTING VAULTED CEILING BELOW ; Z 2x10 RAFTERS Cud 16"oc o 2x10 RAFTERS @ 16"oc GUARDRAIL DOWN "n I-- O I E I -------rI U) 2x10 CEILING JOISTS @ 16"oc N 2x10 CEILING JOISTS @ 16"oc ' C9 1 W N 2x4 COLLAR TIES @ 48"oc N 2x4 COLLAR TIES @ 48"oc � J NEW FAMILY RM M I / � OPEN TO BELOW I M ¢ 8'-0"CLG HT\ -------- N 1 �� N W -------- _ I w0 H =V-6" co 1 mom I I I 1 I 1 I I I 1 1 ow N Z - co ----- ° \ I 1 I I 1 I 1 I 1 I 1 , F-O Q ZD I I I 1 I 1 I 1 I 1 ----- ' z `�- 1 I I I I 1 I I 1 I (n ♦ co 1 I I I I 1 I 1 I I , y/ W TW3046 TW304fiGRESS ILLWL W Cn I I I I I 1 I I \ I 1 x WINDOW-36" , I 1 1 r 1 1 N I ABOVE LANDING CENTER OVER 1 I I 1 1 I I 1 1 I \ M Q� 0 1` LEVEL WINDOW BELOW l i i i I i i i 3 i2x i 3-2x8 ' EXISTING ' ~ CS-WSP CS-WSP CS-WSP I EXTERIOR WALL L - - - - - - - - - - - - - - - 6'-10Va" 3'-117/16" 3'-0 15/16" 01 1 4'-0" 15'-3' 5Y," ' dl A 4'-7Yz' 4'-4" 6'-7'/:" 4'-7'Y2" m Q N NN 20'-2%"t , F+N ON1 m 11Y2" co BRACING METHOD NEW 2ND FLOOR PLAN U ROOF PLAN cn o CS-WSP CONTINUOUS SHEATHING SCALE: 1/4" = 1'-0" W SCALE: 1/4" = 1�-0" WOOD STRUCTURAL PANEL A 0 DETAIL #1 ON DWG-2 WALL BRACING & ROOF FRAMING PLANCd CS-P F CONTINUOUS SHEATHING SCALE: 1/4" = 1'-0" WINDOWS, EXTERIOR FRENCH &SLIDING DRS R312.2 WINDOW FALL PROTECTION NOTE: W -d p PORTAL FRAME NOTE:DIMENSIONS ON THIS PLAN ARE FOR CALCULATING BRACE WALLS ONLY Plans indicates ANDERSEN series 400 Tilit Wash 'd bA '0DETAIL#3,DWG-2 Model Numbers and shall be In accordance with R609 TOP OF THE WINDOW SILL SHALL N NOTE: HORIZONTAL BLOCKING MAY BE OMITTED To be designed & installed as per manufacturers BE A MINIMUM OF 24"ABOVE THE FINISHED O o C5 M Cd GB GYPSUM BOARD AS PER THE WIND ADJUSTMENT FACTORS; specification for 140 ultimate design wind speed FLOOR AND GREATER THAN 72"ABOVE THE �j �p TABLE R602.10.3 1 , TABLE R602.10.5, TABLE R602.10.3.(2) and Table 301.2(2), 301.2(3) FINISHED GRADE OR OTHER SURFACES BRACED WALL NOTES: Provide HP LOW-E4 glass; U = .30, SHGC = .30 BELOW ON THE EXTERIOR SIDE OF THE O REFER TO DETAILS ON DWG-2 EGRESS: shall meet R 310 BUILDING. SHALL COMPLYAS FOLLOWS: FOR HOLDOWNS,STRAPPING,BRACED 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) WINDOW FALL PROTECTION: shall meet R312.2 WALL DIAGRAMS AND DWG-1 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Substitutions made upon meeting Code. R312.2.2 WINDOW OPENING CONTROL DEVICES: FOR NAILING SCHEDULE. ALL BRACED 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 See page one, general notes for additional WINDOW OPENING CONTROL DEVICE SHALL WALL PANELS SHALL BE FULL-HEIGHT 4. EXTERIOR AND INTERIOR WALLS PARALLEL TOA BRACED WALL LINE code requirements. COMPLY WITH ASTM F 2000.THE OPENING SECTIONS OF WALL WITH NO VERTICAL SHALL BE OFFSET NOT MORE THAN 4 FEET. OR HORIZONTAL OFFSETS. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTION'S OF WALL DEVICE AFTER OPERATION TO RELEASE THE THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. DEVICE SHALL ALLOW THE WINDOW TO BWL BRACE WALL LINE 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH FULLY OPEN TO MEET THE CLEAR OPENING END OFED WALL LINE AS REQUIRE TO MEET EGRESS R310.2.1 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE R602.10.2.2 z z o O Z �"= O TOP OF ROOF --��---- 12 12 12 12 O o z O REMOVE EXISTING BRICK CHIMNEYAND GUTTERS&LEADERS Q W SISTER NEW 2X6 RAFTERS TO EXISTING, AS REQUIRED TOP OF PLATE MATCH&PATCH,PROVIDE TYPICAL - _ _—_- , _ - NEW 1/2"PLYWOOD SHEATHING,UNDERLAYMENT, _ - - ry w I I &SHINGLES TO MATCH EXISTING ROOF LL I O Z REMOVE EXISTING PITCHED ROOF 12 O n/ J AND REPLACE WITH FLAT ROOF DECK - ' WITH 36"HIGH CABLE RAILING SYSTEM co Cn 7 '^ W Q 1— EXISTING ROOF EXISTING ROOF.1-1.1-1 1 J-A 111111111 LH 111111111 Ll H I I I I I Q z W LIULIZUJ TOP OF SIJBFLOO LOf TOP OF PLATE O - OL o J. z I I I I I 1 1.1 00 p w o o TOP OF SIJBFLOO TOP OF FOUNDATI N —- _ TOP OF SUBFLOOR -- --- _ _ TOP OF FOUNDATION C7 i 4"reinforced E o Z I I I I I PC Pad on grade I I I I I II I I I II II o` y2 � N• E_ Imnmaximum one Riser vaE'� - o a)nx , f.= CoN-0oow .o in c �o ° cz� o8 ami N rn Qo o TOP OF FOOTING I I I I - - - - - - - ' I I I I 1 f o, o y ' — — ' — — — — — — — — —' — — — — — — — — — — — — — — — — — — — — — — — — ' — — — — — — — — — _' — — — — — — — — — — — — — — — — — — — — ' — ' —- — TOP OF FOOTING o o ° o -- -- - - - - - - - - -�_�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�_�- - - - r . r - - -I - - - - - - - - - - - - - - - - - - - - - - - - - I — � - - ti mw2co m.- a-o-oa3 �w a o 3 = c'c3 QQ m c o S o o 1a'@ m �w REAR ELEVATION �t=c L ��0 0C LEFT ELEVATION � ° � EZ ° 0 O Cw 0 Y C a) 0 L�D2m L= E �� oa SCALE: 3/16" = 1 '-0" SCALE: 3/16" = 1 '-0" 2 �0 ¢ y1 a> c a m m� d o 8w i= 8wmv 9ccEa�on TOP OF ROOF 12 7tp 12 12 �cc �5 12 � �7A ��`�' � REMOVE EXISTING BRICK CHIM 7 7 7 12 7 SISTER NEW 2X6 RAFTERS TO EXISTING, GUTTERS&LEADERS F b MATCH&PATCH,PROVIDE AS REQUIRED NEW 1/2"PLYWOOD SHEATHING, UNDERLAYMENT, TYPICAL &SHINGLES TO MATCH EXISTING ROOF P OF PLATE Q r - - - � -- -—- - -- TOP OF PLATE EXISTING ROOF q q a0r O once led a oncealed a m N Z T 9'c01 EXISTING ROOF 12 12 ^ Q ' 7 FLOOR io 12 � L1J TOP OF SUBLLj -—- -—-- N 127 Mill - - TOP OF SUBFLOOR I� CD J _— TOP OF PLATE 7 TOP OF PLATE Q -- -- LlD ® ® W -LANDING LEVELCID � o o ap a Ii III 111111111111111ill ® ® ® VINYL COMPOSITE SHINGLES-------- \ —TOP OF SUBFL_OOR11111111 _ _TOP OF SUBFL_OOR TOPOF FOUNDATION O1.1 1 1 1 LL TOP OF FOUNDATION CIO GAS FURNACE 17'-1013/16" I I TERMINATION I CIS 0.4 I ih SETBACK I ( 1 SETBACK I I VENT '--q I I � '-q ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ i TOP OF FOOTING 1 — — — — — — — — — — — — — I O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — -—- �' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' —- -—- TOP - FOOTING cd W ba� "' o U00 FRONT ELEVATION x o RIGHT ELEVATION O o M SCALE: 3/16" = 1 '-O" SKY PLANE OF LOT 04 � THE SKY PLANE IS FORMED BY IMAGINARY LINES STARTING AT ALL PROPERTY LINES PARALLEL SCALE: 3/16 = 1 '-0" O OR ADJACENT TO THE BUILDING OR STRUCTURE AT 10 FEET ABOVE THE AVERAGE ELEVATION OF THE NATURAL GRADE (PRIOR TO ANY GRADE ALTERATION OR FILL)AND EXTENDING INWARD TOWARD THE CENTER OF THE LOT AT A 450 ANGLE. 7 R802.4.6 COLLAR TIES WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, N SPACED NOT MORE THAN 4 FEET ON CENTER. 15'-6" RIDGE STRAPS IN ACCORDANCE WITH R905.1.2 ICE BARRIERS; SELF TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENTAND _ 12 EXTEND FROM THE LOWEST EDGES OF ' R806.3 EXISTING 7 ALL ROOF SURFACES TO A POINT NOT MIN. 1"AIR GAP >". M.BEDRM � LESS THAN 24 INCHES INSIDE THE SITTING RM BETWN INSULATION CO `O N1102.2.3 R402.2.3 EAVE BAFFLE EXTERIOR WALL LINE OF THE BUILDING. ( ) AND SHEATHING ON ROOFS WITH SLOPE EQUAL OR GREATER FOR AIR-PERMEABLE INSULATIONS THAN 8/12,THE ICE BARRIER SHALL ALSO BE .. IN VENTED ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND APPLIED NOT LESS THAN 36"MEASURED ALONG Z EAVE VENTS. BAFFLES SHALL MAINTAIN 12 THE ROOF SLOPE FROM THE EAVE EDGE OF THE O BUILDING _ AN OPENING EQUAL OR GREATER THAN 7 Z O THE SIZE OF THE VENT. THE BAFFLE L SHALL EXTEND OVER THE TOP a OF THE ATTIC INSULATION. O In COMPOSITE DECKING ON P.T.2X6 _ _ TOP OF PLAT _EO 00 Him N RIPPED FOR A LEVEL DECK _ _ _ _ Q 7 O SURFACE INSTALL EPDM STRIPPING ON L BOTTLAPPED JOISTOM OF EACH SLEEPER AS PER r^ 10'-8" R-38C BATT INSULATION ON ® ®R PED NOT LESS THAN 3". MANUF. INSTRUCTIONS AND DETAILS. W V) i kLL BE NAILED 16d FULLYADHERED EPDM ROOF MEMBRANE w C MON NAILS IN ACCORDANCE PROTECTION BD AS REQ'D BY MANUF. Z W RAFTER/CEILING JOIST HEEL H TABLE R802.5.2 ON DWG-1 JOINT CONNECTION 3/4"CDX PLYWD SHEATHING o o 10-8 SHALL BE NAILED FAMILY ROOM ao O Z TOGETHER IN ACCORDANCE I.J.. J L) 15'-6'/" U WITH TABLE R802.5.2 BAT LOOM CLOS 36"HIGH STAINLESS STEEL O a' (SEE DWG-1 FOR TABLE) ', BEDROOM#3 CABLE RAILING SYSTEM or) W Q 13'-10" 27'-6" `C WITH SIMPSON H2AAT EACH NEW 14"TJI F OOR JOISTS r `r° RAFTER TO STUD. 12 AND 3/4"SUB LOOR Q BEDROOM#1 7 _ _ TOP OF SUBFLOOR Z W DINING R-21 BATT , , �'� Z —T-1 INSULATIONnnnL N �/ LL 11'4%' @ RIM JOIST TOP OF PLATE O 00 %- - - FLUSH LVL EXISTING CEILING TO REMAIN 1-3/4"x 14"LVL DECK JOISTS r — — W O LIVING ROOM co to > EXISTING CEILING TO ® ® ® ® ® Y U)OAM e O N 1 CAR GARAGE ------- ' — — — J w \ ZDI, AT EAC �..� Z BEDROOM#1 D 00 2X4 STUDS @ 16"OC STUDY SUN -- - 04 EXISTING EXTERIOR------'* ,; JOIST o� z O CDQ O •-----------------------• WALL NST. _ -- ---- ^ io E X _ 1/2 PLYWD SHEATHING w _ VAPOR BARRIER, r KITCHEN 2'_9 _______ VINYL SIDING EXISTING FLOOR € EXISTI BEDROOM#2 iv CONSTRUCTION CONSTRUCTION ------ _ T _ -- - 9'-9'/i' BEDROOM#3 OP OF SUBFLOOR fA 13'-10" T-0" TOP OF FOUNDATION E o � o c N 8" " o o yE8'- 2-0R-30C BATT v a�l2 o 12 2 - 8'-8" EXISTING CRAWL SPACE rn € on L '-0" INSULATION 02-759 c •• % '• Z d varn O`Q50 0 EXISTING .• i t5 � ° � ° , BASEMENT x ° ID a; d W c CL yO » ai` o ••� • Q);915.2 a t c c2g c m b ! EXISTING FOUNDATION r-- o o r3 20 °c °a 0 m.c$w •1 EXISTING BASEMENT SLAB CONSTRUCTION ca .• •• • • . . .• •• • . .. r- 0.m dmNgo7 2c30U) yyc iLL • mc c TOP OF FOOTING LCL 2 LoOv N E AS BUILT r_'0 0)ao 0.2.1ST FLOOR PLAN H y SCALE: 1/4" = 1 -0" mmQ m E 59 O n00N TYPICAL NEW ROOF CONSTRUCTION SECTION - A Closs AAsphalt Roof Shingles w/ VENTS: fasteners per manufacturers specification SCALE: 1 /4" = V-O" P3103.1 ROOF EXTENSION and R905 OF THE NYS CODE. OPEN VENT PIPES SHALL Underla meet as per section R905.1.1 & EXTEND MINIMUM 6"ABOVE y PROVIDE FIRE BLOCKING IN THE ROOF OR 6"ABOVE THE installed per Table R905.1.1(1) ACCORDANCE WITH R302.11 ANTICIPATED SNOW ACCUMULATION. Ice & Water battler as per section R905.1.2 OF THE IRC RESIDENTAIL CODE. P3103.2 FROST CLOSURE: (Note: Double underlayment is required ROOF JL 4" VTR A 4" VTR WHERE THE 97.5%VALUE FOR for Roof es slo between 2 on 12 and 4 on 12 OUT SIDE DESIGN TEMP IS 0 DEG F p ) OS.VENT TS EXTENSION THROUGH Framing As per plans with 1/2" exterior grade ROOF INSULATION SCHEDULE THAN 3"IN DIAMETER. ANY INCREASE span rated structural plywood or OSB Sheathing, shall comply with 2020 IECCNYS ''• 211 IN SIZE OF THE VENT SHALL BE MADE Nail to framing in accordance Fastener M NOT LESS THAN 1 FOOT INSIDE THE ,311 THERMAL ENVELOPE OF THE BUILDING. Schedules & Strapping per detail sheet(s). N Flashing per R905.2.8 Location R-value Thickness N W Flat Cig * R-38c 10-1/4" 1 1/2" c 1 1/2" 1 1/2" Floor(unheated space) R-30c 8-1/4" N Z NEW SOFFIT CONSTRUCTION. Floor(outside air) R-30c 8-1/4" cn 218" overhangs-typical Exterior 2x6 walls R-21 5-1/2" 6" fescia & 6" rake boards."azek" or equal w Q 2 ND FL. 311 Metal drip edge per R905.2.8.5 air seal walls to pass 3 air changes per hour (n J Above grade attic walls R-15 3-1/2 m > Q 3' 2" Fully Vented Vinyl /Azek Soffits All Glazing U = .30 SCGH: .30 lWl. W Doors-less than 50% glazingU = .40 Of 3" TYPICAL NEW EXTERIOR WALL Door-more than 50% glazing U = .30 SCGH: .30 2 2x6 Doug-Fir Wood Studs @ 16" oc. :3" Double top Plate and Single Sole Plate. Other Specifications: u •• i, 1/2"exterior Grade - Span Rated • Windows: U<_ 0.30 SHGC5 0.30 ~ 3" 1 1/2" 1 1/2; 1 1/2, 1 1/2, ;1 1/Z} 1 14 1 1/2; Continuous Structural plywood Sheathing. o ' , DW I • z 100% high efficiency lighting (CFL's or LEDs) Faslened per Fastener schedule. 2 2" • <_ 3 air changes per hour tyvec House Wrap or equal. • z All Energy Star appliances ~ 1 ST FL. Siding as per clients selection 2'193" 3' 2" installed per manuf specs and NYS code. R403.6 Mechanical ventilation shall be provided that Cont. load path strapping installed in accordance meets the requirements of section M1507 3" with drawings. Provide Fire Blocking in accordance o� 2" with R302.11 & R302.11.1 and w Draftstopping per R302.12 & R302.12.1 R403.7 Heating and cooling equipment shall be �1 sized in accordance with ACCA manual J by a w c, o WASHER ' TYPICAL FLOOR CONSTRUCTION certified third party rater. 3/4"Plywood Span Rated Subfloor, aI M Glued and Nailed in 4" FAI accordance with the fastener schedule. b o �° Floor joists and Bridging as per Code. �J x CO CO O �I oCd 411 INTERIOR WALL FINISH t "o 94 Provide 1/2" Gypsum Wall Board on ceilings O TO AN EXISTING and walls except basement walls & clgs - unless SUFFOLK COUNTY noted. Min 1/2" Moisture Resistant Wall Board on APPROVED Ceiling and all walls in Bathrooms (humid areas) SANITARY SYSTEM and 5/8" cement board on walls and ceilings in wet areas. PLUMBING RISER DIAGRAM Not to Scale Provide 5/8" Fire Rated gypsum wall Board on walls 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 and ceiling located as per code, manufacturers 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS requirements and drawings. MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 AMENDMENT �eSso�s APPROVED AS (DOTED DATE•3 FEE' BY: �-- NOTIFY BUILDING DEPARTMENTAT z Z CLEAR LEXAN GRATE COVER 631-765-1802 8AM TO 4PM FOR THE OR STEEL SAFETY GRATE FOLLOWING INSPECTIONS: J f WINDOW WELL PANELS MUST 1. FOUNDATION-TWO REQUIRED EXTEND 4"ABOVE GRADE LEVEL FOR POURED CONCRETE n-- J SLOPE GRADE LEVEL AWAY FORM WELL 2. ROUGH-FRAMING&PLUMBING O �-- BILCO ESCAPE WELL OR EQUAL 3. INSULATION DOUBLE 4. FINAL-CONSTRUCTION MUST W �—• INSULATED I ESCAPE LADDER OR STEPS BE COMPLETE FOR C.O. WINDOW f WHEN HEIGHT EXCEEDS 44" ALL CONSTRUCTION SHALL MEU THE 3/4"CLEAN FREE-DRAINING STONE REQUIREMENTS OFTHE CODES OF NEW O TOP OF AT LEAST 12"AROUND ALL SIDES YORK STATE. NOT RESPONSIBLE FOR W SILL U) J OF WELL. FILL TO DEPTH OF DESIGN OR CONSTRUCTON ERRORS D FOUNDATION FOOTING W Q LL W Floor System � �W 0 Z Df Q Id.LL �W//�� J vJ 0 TOP OF 1/2"Gyp.Bd Clg. CONC MIN CLG HEIGHT: 7'-0" - - - - - Z W Ground slopes away from wall A WALL SECTION THRU. WINDOW WELL _ @ 5% COv Fire-Blocking,continuous @ ceiling level O and horizontally at intervals not exceeding Damproofing 10 feet o.c. "'2 + IRC R302.11 thru R302.12 65 0- 0 o co O concrete foundation wall ry w V-6"x 8" V-6"x 8" W •------------------------------------------------ _j Treated wood stud framing 24"oc max — — non-bearing top and bottom plates ; — ; OR3-1/2"metal studs @ 24"oc ' •---------------------------------------- 1 I 1 1 z 1/2"air space I ' 1 I 1 1 I 1 >4y Q 1 1 I I E O 3-1/2"R-13 un-faced batt insulation ' 'N I I 1 Q C N y 112"moisture resistant wall board vapor semi-permeable latex paint finish I 1 , , o L o E o I 1 I 1 C w E 2i 'n'D o•L-' 1 1 1 1 ? N r- U Q U (p U ,- 4"concrete slab with carpet I the floor in bathroom ; a c c_o C" o c I 1 I 1 U L,( C C O O C O'O 0,0 N (C O O._ 8 L U 1 1 @ 1 6"oc 1 1 C a` t n� " 2 O 2x10 FLOOR JOIST F 16"oc s t6 o 3 s c c 3 a 3 TOP , 2x10 FLOOR JOIST ° " E`-6 5 0 OF SLAB ' ' EXISTING ' ' 0 N " n U) N w y rn EXISTING ' ' o " o C n m E-5 L 1 1 1 I 01 Vl•_ — `7 " _ C sm�° o'E i i i L aD c c Nis �p C `p EXISTING r° 2 a :E EmuEa ' CRAWL SPACE ` ' j�E Z `r y° `" � z � � ¢ Inmc°7ioLo 1 1 1 1 I - O O O a L C U IA N a' F- LD � O..0 O O. 1 1 I N 1 I 1 Y 1 1 1 I"1 TYPICAL FINISHED WALL 0) BASEMENT 1 1 1 I 1 1 1 1 1 1 1 1 SCALE: 1/2" = 1'-0" 1 1 I I 12'-1" 34'-7" I I 1 Q 4"P.V.C. W� W z� EXIST.C.O. � � = C 1 1 vJ W -- ------------------------------------------------------- ------ ------�=Q' �-Q------------ W J � • 1 1 ROVI E FRESH AIR Z Q 1 ------------- ---------------- ---------- 1 VENT 0EXTERIOR _ --- 3'-6" 1 1 3'-0" 4'-01' 1 1 DIRECT VENT m 1 1 I 1 .---------------------------------------- 1 1 HEATING SYSTEM 1 1 I 1 I e 1 INSTALL IN COMPLIANCE O W/RESIDENTIAL, ENERGY v &MECHANICAL CODE I 1 1 1 J c 1 1 I 1 1 1 W � 1 I 1 1 I Z Ln 1 ' ~ RECREATION ' I 1 I I W � I I 1 I 1 w O ROOM `--------1 1 I c.� —� � ' ' MAINTAIN REQUIRED SEPARATION 1 1 I I Z ft O P O0 Zo FINISHED CLG HT:7'-0" 0 DISTANCE FROM ALL HEAT PRODUCING EQUIPMENT TO x U_ Ud i i COMBUSTIBLE MATERIAL AS PER z l LiCo6'911 ' ' MANUFACTURER'S SPECIFICATIONS I I 1 1 I 1 o X 1 AND LATEST MECHANICAL CODE. 1 I I \ N I BOT OF FINISHED DROP GIRDER:6'-6" ' W 1 I LAUNDRY N O I 1 1 .----- •----- .----- r-----• ---- ' ' (D 3-2x8 Z I 1 +1 1 I I I I I I I I I -- - 1 I c I N I I _________I___ _ I_______________1 _ _ I _ ____________ I__ _ I I I N _________ _______ __ _________ _________ ____ _ _ _ _ __ __ ___ fh I 1 1 _________________t _�_-t ________ ____ _ __ _____________-I _ __-I _____________-I__ _I____________---t--_ -t--____________Y_ _Y__________ ___ cli W N r^ / I 1 I 49'-81/ „+ (n I I U Q 1 1 C IY q VENT CLOTHES DRYER EXISTING GARAGE a -4--IN ACCORDANCE WITH CHAPTERI5-CLOTHES O O � -------- DRYERS EXHAUST. I I 1 U 1 1 I I 1 J O O 1 I I e I 1 T:` CV �- In OU WINDOW WELL R310.2.3X U P.�/�.1l I I I I I 1 �-------- uiWLLVHORIZONTAL AREA SHALL BE Z 1 1 MIN 9'-0"SQ FT.WITH A � HORIZONTAL DIMENSION --- Y+1 i i� z In OF MIN 3'-0"TO ALLOW FOR +I 1 ------- wu 1 0- i x w Uj EMERGENCY ESCAPE AND o 4 le RESCUE. LADDER SHALL BE [�] 0 Cl) iN v w PREMITTED TO ENCROACH -----------------------------------------------------------------------------� ❑ 1 NOT MORE THAN E"INTO CC C. ' REQUIRED WINDOW WELL A-+ •--a I DEPTH. U 1 rA --------------------------------------------------------------------------------------------------------- M..' W U � U N m CZ ct I 1. r, ��p 26 4/z"± 35'-9"± JIN ` 2024 65'-2"± I MAR 1 1 y�ti FINISHED BASEMENT PLAN OF ' � SCALE: 1/4" = 1'-0"