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HomeMy WebLinkAbout52902-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52902 Date: 04/22/2026 Permission is hereby granted to: Marion J F Leyden 119 West Ln FI 2nd Stamford, CT 06905 To: construct a single-family dwelling as applied for per SCHD approval with flood permit. Premises Located at: 3050 Camp Mineola Rd, Mattituck, NY 11952 SCTM# 123.-5-7 Pursuant to application dated 02/27/2026 and approved by the Building Inspector. To expire on 04/21/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,450.88 Flood Permit $150.00 CO-RESIDENTIAL $100.00 Total S2,700.88 ----- Building Inspector �fc TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 litt)s://www.s�)uthoLdtL) salt w,go v Date Received BUILDINGAPPLICATION FOR IT For Office Use Only PERMIT NO.� Building Ins reector:_- Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 2121IL2— OWNER(S) OF PROPERTY: Na e� Xr, : K LLC SCTM#1000- l 2 3_ 5- Project Address: 306D CakvLp Hi n.eo la- R( 1"f Phone#: (0 _ 2S-B_ 3-]G1 Email: Mailing Address: —pQ j3®x 9-7-7 cvy). o(-t- Ny 1 q CONTACT PERSON: Name: ffl&v) vr' . ,. Wuqev1-� Mailing Address: Phone#: 3 9C)q , -7C( Email: Qvl, I'J�1 �i v ' toy DESIGN PROFESSIONAL INFORMATION: Name: C'hfJ yi-n — lnor x6 Mailing Address: -PO 13&A a'7-7 TcLvviesp l— 119V 7 Phone#: Jt"��P "—j OZ — :3$I 9 Email: C'c17i pV✓m43 to YfZ Qy f -tom CONTRACTOR INFORMATION: Name: C V etil *R-e Mailing Address: F0 E�C '3-7-7 30w+h �c-VV\."ixfi ;11 Phone#: (p 31-2 S-6 Email: -eG 0,\Qf O�q MA j Ccy-K DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑YesNlNo Will excess fill be removed from premises? ❑Yes,OZo 1 PROPERTY INFORMATION Existing use of property: 11 CLC(A-VI4- intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes ONO IF YES, PROVIDE A COPY. 1,1eck Sox After Readlng� The*wner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): M� (-kl- (Aluqed) ;iAuthorized Agent ElOwner Signature of Applicant: Date: 2 2-7/ STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PRQ��TRTY OWNER AIJTIIQKIZA ram -(Wh---............ ere the applicant is not the owner) NWmrvW residing at_ q,5 Ww0vj do hereby authorize ram'I'k 1(&1404:6 o apply on my behalf to the Town o uthold Building Department for approval as described herein. 0----"ztner's Signature Date Print Owner's Name 2 �.. Z—s—Cz L—000 L :#wios N .... ww_.... _ E ti >ibOJ, MdN >ion-Lil_1.dw .. * OHOa N�03NIW dwt/O OSO o m g gym" :30N3OIS3�A 03SOdONd o 9 x 5r "� r• i ""'� -1 ®a "Lt• " k a or o g. Q b gg .. gille e w ... l7 15 .' rply ys �p g I Hit it I AfO r' ✓ W�• e$ e ��B 6� �i a @W 4 „11 M e " „ �"..., �'` �,✓°`� "W" _ p„16 ......... m�n4p�gKXM1iNkknn ' Stu g , ri IF i m _ g u 9 g In >o•n o Win 0 '� � � dy o LL eF � � � G �W do otill -' _< N 10 Zc�a� a a ���~ � � �•: a ¢'y` yEV � � ; y � gggg $�. q V gg H 'W^ COUNTY OF SUFFOLK w EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner ERMIT CONDITIONS Project Name: GCG Mattituck Health Services Reference#: R-25-2103 SCTM #: 1000123000500007000 Revision#: 1 The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan)expires three (3)years after the approval date.Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable)for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences (Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling. This includes inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans.This can be done by calling the department at (631) 852- 5754, or through the ACA Portal at . In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631) 852-5700 between 8:30a.m. and 9:30 a.m., the morning of the inspection.Article VII of the Code, "Septic Industry Businesses," requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. VW1IM-016 Page 1 of 2 Charles M. Thomas, R.A., PLLC " 206 Lincoln Street �- Riverhead, NY 11901 APF i„ y a e-mail: cdjh2njaaUf ol. .o� April 15, 2026 �Y Attn: Town of Southold Building Department Re: GCG Mattituck 3050 Camp Mineola Road Mattituck, NY Dear Amanda Nunemaker, Elevations noted on the plans for the above referenced property reference the North American Vertical Datum of 1988, consistent with FEMA standards. This letter confirms that the proposed 10'-0" finished floor elevation is consistent with the above reference standards. Please feel free to contact me with any further questions or comments concerning this matter. Sincerely, ") —f—L— vv ` Charles Thomas .7 TOWN OF SOUTHOLD--BUILDING DEPARTMENT . Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1 19,71 0° �' 9 �� a. 0 (1 Telephone (631) 765-1802 tji'W, r//N outl !towt�a� ,2 Floodplain DevelopmentiApplication PROPERTY INFORMATION: Flood Zone:AE-6 FIRM Panel:0482H . [SCTM#1000-125-05-7 __._J Address:3050 Camp Mineola Road Mattituck zip: 11952 city: .......ww_. _............. _...... ._. ..................................... CONTACT PERSON: Name:Megan Carrick (Nugent) Phone#.631-804-3796 Mailing Address:PO BOX 877, Jamesport NY 11947 ... ---- PROJECT DESCRIPTION:.._. N2WYHOUSe On �/BCan_.................................__.m_�_.._...�w�.. ��.,..,_.., w�.www.w...........w................................. ...._-www_w PR.... IPTI � t Land _ww_... SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) .._..�... . .. _. ... ..-Type of Structure Type of Structural Activity R Residential(1 to 4 families) 8 New structure ❑ Residential (more than 4 families) ❑Demolition of existing structure ❑ Combined use ❑Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑ Manufactured Home ❑Other: ❑ Located on individual lot mm ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ® Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ® Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑Other development not listed (specify): signing........ ......................... B _ - y below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein. If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name): Megan Carrick (Nugent) Signature of Applicant: Date:4/6/26 TM ESchecko Web Compliance Certificate Project Information Project Title: 3050 Camp Mineola Road Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Mattituck,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Area: 3538 ft2 Glazing Area: 22% Climate Zone: 4a(5331 HOD) Project No: 1855391 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 3050 Camp Mineola Road PO Box 877 Charles Thomas Mattituck,NY 11952 GCG Mattituck PO Box 877 jamesport,NY 11947 jamesport,NY 11947 516-702-3519 5167023519 cdthomas63@aol.com cdthomas63@aol.com Project Notes: Energy Credits Description Credits R408.2.6 Energy efficient appliances 1.0 R408.2.4(1)Ductless or hydronic thermal distribution TO R408.2.3(2)(b):Gas-fired instantaneous water heaters(Option 2) 6,,0 R408.2.9 Opaque walls 0.0 o . .. Wall Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 1 of 13 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Hot Roof:Cathedral 2629 36.0 0„0 0.029 0.026 76 68 Ceiling First Floor:All-Wood 1588 30.0 0„0 0.033 0.033 52 52 joist/Truss Second Floor:All-Wood 2110 30.0 0.0 0.033 0.033 70 70 joistrrruss Floor Cantilever:All- 18 30.0 0.0 0.033 0.033 1 1 Wood joistfrruss Wall:Wood Frame,16" 4297 21.0 0.0 0.057 0.060 192 202 O.C. Window:Vinyl Frame 757 0.270 0.270 204 204 SHGC:0.28 Door:Glass Door(over 176 0.270 0.270 48 48 50%glazing) SHGC:0.28 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. Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2025 Energy Conservation Construction Code of New York State requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Charles Thomas-Architect 4/16/26„ � ` " . , mow_„ Name-Title Signature Date Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 2 of 13 Inspection Checklist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements: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. Pre-Inspection/Plan Review Section Plans Field # Verified Verified &Req.ID Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 105.1, Construction drawings and CD Complies 105.2 documentation demonstrate [PR111 energy code compliance for the Q Does Not building envelope.Thermal -amply envelope,air harriers,energy Not credits,renewable energy, servable battery storage,solar ready systems and energy cory)Wiance (1 Not Pat h represented on pplicable construction documents. 105.1, Construction drawings and C)Complies 105.2, documentation demonstrate 403.8 energy code compl'ianre for Does Not [PR311 light ng and mechanical amply systems.Systems serving n Not multiple dwelling units must servable 1 demonstrate corripll<ance with Not the IECC Commercial Provisions, pplicable 302.1, Heating and cooling equipment Heating: _ Heating: O Complies 403.7 is sized per'ACCA Manna[5 Btu/hr .Btufhr [PR�11 based on loads calculated per Does Not ACCA Manual I or other methods amply approved by the code official. Cooling: Cooling° Not Btu hr Stulhi, Pservable PNot pplicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 3 of 13 Foundation Inspection Section &Req.ID Foundation Inspection Complies? Comments/Assumptions 403 Syst;ms serving mult le dwelli units Complies 911 �?4 8 [Fl 2 con, V With Sections 403 and 04 of 0 the commercial code. Does Not P.mply Not servable PNot pplicable 403.9.1 Heating,systems installed for outdoor 0 Complies [1`19212 heating are radiant systems controlled by occupancy sensing or timer switch. Does Not Pomply PNot servable PNot pplicable 403.9.2 Snow and ice-melting system controls 0 Complies 403.9.3: installed to shut off system when 403.9.4 pavement temperature>SOF and no Does Not [F192]2 phrecipitation or automatic controls to PlImply shut off the system when outdoor Not temperature>40F. Pservable PNot pplicable Additional Comments/Assumptions: I I High Impact(Tier 1) 2 Medium Impact(Tier 3 Low Impact(Tier 3) Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 4 of 13 Framing / Rough-In Inspection Section Plans Field # Framing/Rough-In Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions 303.1.3 U-factors of fenestration Complies [FR4]1 products are determined in accordance with the NFRC test Does Not procedure or taken from the Pmply default table. Not D Pservable (�Not j-p'plicable 402.5.1.1 Air barrier and thermal barrier 1 CD Complies [FR23]1 installed per manufacturer's instructions. Does Not Comply 2 Not servable PNot (�) pplicable 402.5.3 Fenestration that is not site built O Complies [FR20]1 is listed and labeled as meeting AAMA/WDMA/CSA Does Not 101/i.S.2/A440 or has infiltration amply rates per NFRC 400 that do not Q Not exceed code limits. Observable Not pplicable 402.5.4 IC-rated recessed lighting 0Complies [FR16]2 fixtures sealed at housing/interior finish and [�]Doe's Not labeled to indicate<_2.0 cfm pimply leakage at 75 Pa. [ y Not aservable P[ [Not pplicable 403.4 HVAC piping conveying fluids R R OComplies [FR1711 above 105-F or chilled fluids below 55°F are insulated to>_R- Does Not 3. omply Not servable Not pplicable 403.6 Automatic or gravity dampers O Complies [FR19]2 are installed on all outdoor air intakes and exhausts for Does Not mechanical ventilation systems. Rmply RNot servable Not .rpplicable 403.6.1 Ventilation systems in climate OComplies [FR30]2 zone 6 shall utilize heat or energy recovery with balanced Q Does Not ventilation and a sensible 0mply recovery efficiency(SRE)>= D Not 65%at 32 F. 6bservatrle Not l�pplicable 403.3.3 Supply and return ducts in attics O Complies [FR12]1 insulated>=R-8 where duct is Does Not >=3 inches in diameter and >=R-6 where<3 inches. mply Not servable Not pplicable Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 5 of 13 Section Plans Field # Framing/Rough-In Verified Verified &Req.ID Inspection Value Value Complies? Comments/Assumptions 403.3.6 Ducts,air handlers and filter O Complies [FR13]1 boxes are sealed with joints/seams compliant with Does Not International Mechanical Code omply or International Residential r[Not Code,as applicable. Pservable PNot pplicable 403.4.1 Protection of insulation on HVAC O Complies [FR24]1 piping. o Does Not Comply ❑Not 66servable Not pplicable 403.5.2 Hot water pipes are insulated to R R O Complies [FR18]z ?1 inch of insulation. Does Not Comply PNot servable Not pplicable 402.5.5 Air-sealed electrical and OComplies [FR29]2 communication boxes installed Does Not in the thermal boundary of the envelope sealed to limit air Pmply leakage between conditioned Not (") and unconditioned spaces. servable Not pplicable 403.3.1 Duct systems are design and f O Complies [FR12]1 sized in accordance with ACCA Manual D based on HVAC sizing Does Not calculations in R403.7.Duct omplY systems serving multiple Not dwelling units is sized in servable accordance with ASHRAE Handbook of Fundamentals, Not ACCA Manual D or an equivalent 1 Applicable methodology. 403.3 Duct systems are design and O Complies [FR31]1 sized in accordance with ACCA Manual D.Duct systems serving Q Does Not multiple dwelling units is sized amply in accordance with ASHRAE Not Handbook of Fundamentals, servable ACCA Manual D or an equivalent methodology. Not i pplicable 402.1, Glazing U-factor(area-weighted � Complies See the Envelope 402.4.1, average). U Uw= O Assemblies table for 402.4.3, Does Not values 402.6 amply [FR211 Not servable PNot plicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 6 of 13 Insulation Inspection Section ___.., Plans Field # Verified Verified &Req.ID Insulation Inspection Value Value Complies? Comments/Assumptions 303.1 All installed insulation is labeled O Complies [IN13]z or the installed R-values Does Not provided. P.mply PNot servable PANot PPlicable 303.2 Wall insulation is installed per �,OComplies [IN4]1 manufacturer's instructions. Does Not Pomply ❑Not observable PNot licable 402.1, Floor insulation R-value. Complies See the Envelope 402.2.8 it R' Assemblies table for [IN1]1 Wood O Wood Does Not values i omply Q Steel O Steel Not ❑ Rservable PNot (�] pplicable 303.2, Floor insulation installed per O Complies 402.2.8 manufacturer's instructions and Does Not [IN2]1 in substantial contact with the underside of the subfloor,or P.mPly floor framing cavity insulation is Not (") in contact with the top side of servabie sheathing or a combination of cavity afiN continuous insulation Not is installed so cavity Insulation Ppplicable is in contact with top side of continuous insulation. 402.1, 1 Wall insulation R-value.If this is O Complies .See the Envelope 402.2.6, a mass wall with at least 1/2 of RM R Does Not Assemblies table for 402.2.7 the wall insulation on the wall Wood Wood values [IN3]1 exterior,the exterior insulation amply Mass i requirement applies(FR10). Q �Q Mass Not Q Steel O Steel Pservable Not pplicable 402Z3 !Wood attic knee walls or roof O Complies 402111 trusses separating conditioned [IN14]1 space from unconditioned attic Q Does Not space comply with the c-OmPly insulation requirements in Table o Not R402.1.3.Attic knee walls Observable contain an air barrier between the conditioned and (—]Not unconditioned space. pplicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 7 of 13 Final Inspection Provisions Section Plans Field # Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 303.1.1.1, 'Ceiling insulation installed per O Complies 303.2 manufacturer's instructions. [F1211 Blown insulation marked every Does Not 300 fN. omplY PNot servable PNot pplicable 303.3 Manufacturer manuals for �'O Complies [F[18]3 I mechanical and water heating systems have been provided. Does Not Comply Not servable Not l�pplicable 403.1.2 Heat pump supplementary O Complies [1`I10]2 1 heat controls to prevent supplemental heat when heat Does Not pump compressor can serve t 0mplY the heating load. o Not D6servable Not pplicable 403.2 Hot water boilers have O Complies [F12612 automatic outdoor setback control to lower boiler water [-1 Does Not temperature based on outdoor omply temperature,indoor ❑Not temperature or water Observable temperature sensing. i Not pplicable 403.3.6.1 Air handler leakage designated O Complies [FI2411 by manufacturer at<=2/o of design air flow. ❑Does Not Comply PNot servable Not pplicable 403.3.7 Ducts are pressure tested in O Complies [FI2711 accordance with 2 2 Does Not ANEI/RESNET/ICC 380 or cfm/100 ft cfm/100 ft ASTME1554 to determine air omply leakage with either:Rough-in o Not test:Total leakage measured Observable with a pressure differential of 0.1 inch w.g.across the system Not incluftg the manufacturer's .ppplicable air hand er enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure ciftrenUal of 0.1 inch w.g.across the entire system includin the manufacturer's air hand er enclosure. 403.3.8 Duct tightness test result of Complies [FI411 <=4 cfm/100 ft2 across the [ 1 system or<=3 cfm/100 ft2 cfm/10o ft2 cfm/100 ft2 C Does Not without air handler @ 25 Pa. Comply Duct tightness<=8 cfm/100 Not ft2 for ducts within thermal servable envelope.For rough-In nests, verification may need to occur Not during Framing Inspection. pplicable 403.5.1 OrcWatin+g service hot+rwater, CD Complies [Flll]z systems have automatic or Does Not accessible manual controls, Pomply PNot servable Not .pplicable t Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 8 of 13 Section Plans Field # Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.5.1.1.1 Demand recirculation water OComplies IFI3212 systems have automatic controls to start pump when (�Does Not hot water is requested. PQmplY RNot servable PNot pplicable 403.5.1.1 Heated water circulation O Complies [FI28]2 systems have a circulation �>urnp,The system return pipe Does Not s a dedicated return p]pe or a Pmply cold water supply pipe,Gravity ❑Not and thermos-syphon circulation observable 1 systems are not present. Controls for circulating hot Not water system pumps start the pplicable 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. 403.5.1.2 Electric heat trace systems O Complies [FI29]2 comply with IEEE 515.1 or UL Does Not 515.Controls automatically � adjust the energy input to the Comply heat tracing to maintain the RNot desired water temperature in servable the piping. PNot plicable 403.5.3 Drain water heat recovery O Complies [FI31]2 units tested in accordance with CSA B55.1.Potable water-side Does Not pressure loss of drain water Comply heat recovery units<3 psi for o Not individual units connected to observable one or two showers. Potable water-side pressure loss of Nat drain water heat recovery units pplicable <2 psi for individual units connected to three or more showers. 401.3 Compliance certificate posted O Complies [FI7]2 with building specifications, cont['rliance path,R408 energy Q Does Not credits,results and solar ready -amply zone if provided. r']Not servable PNot pplicable 403.6.2 All mechanical ventilation 0Complies [F125]2 system fans not part of tested and listed HVAC equipment Does Not meet efficacy and air flow PmplY limits per Table R403.6.2. Not servable Q Not applicable 403.6.3 Mechanical ventilation systems Complies [FI33]2 tested and verified to meet the minimum flow rates required Does Not by Section R403.6. Comply PNot servable Not l�pplicable 403.6.5 i Intermittent exhaust for Complies [F]34]2 bathrooms/toilet rooms has automatic control,occupant Does Not sensor control,humidity imply control or contaminant control n Not servable Not pplicable Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 9 of 13 Section Plans Field # Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions j 403.7.1 Electric resistance heating total O Complies [FI6]1 capacity for,dwelling units, sleeping units and occupanices Does Not in the building<=2.0 W omply Q N of Gbservable PNot pplicable 402.1, Ceiling insulation R-value. Complies See the Envelope 402.2.1, 11' R Assemblies table for 402.2.2, O Wood Q Wood Does Not values Pm ply [Fill' 7 CDSteel O Steel Not P'servable iNot pplicable 403.13, Gas fireplaces equipped with Complies 403.13.1 on-demand pilot,intermittent [FI35]3 ignition or interrupted ignition, [—]Does Not Fireplace eff cienc,y>50%in omply accordance with CSA P.4.1 �Not servable Not pplicable 404.1 100%of permanent fixtures O Complies [FI6]1 have high efficacy lamps. Does Not Comply Ob Not servable PNot plicable 404.1.2 Exterior lighting power is below Complies [FI35]3 the allowable wattage in Table R404.1. Does Not Comply RNot D servable PNot plicable 404.1.5 Fuel gas lighting systems have O Complies [FI23]3 no continuous pilot light. Does Not omply Not servable PANot pplicable 404.2.1, Permanent interior lighting Complies 404.2.2 shall be controlled with either a [FI3613 I manual dimmer,occupancy Q Does Not sensor or auto shut off control 6mpIY based on occupancy built with Not manual override. servable Not pplicable 404.3 Exterior lighting>=30 watts I 'O Complies [FI37]3 shall have the following controls:manual on/off switch Q Does Not with automatic shut-off, c 0mplY automatic shut-off in daylight Not hours,and controls that servable override automatic shutoff that returns to automatic control Not within 24 hours. Pp Not 404.4 Where renewable energy O Complies [FI36]3 ener'ation egwMent is fDoes Not installed,s8gned attestation for ❑ renewable energy credits damply i'RECsy or energy attributable M Not certificates IEA(!s)associated Observable with the renewable energy I—i Not used for compliance are 1{ I provided to the code official. pplicable Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 10 of 13 Section Plans Field Verified Verified 6e Ftec,ll) Final Inspection Provisions. Value Value Complies? Comments/Assumptions 402.2.4 Vented attics with air DComplies [FI22]2 permeable insulation include baffle adjacent to soffit and Q Does Not eave vents that extends over �-omplY insulation. Not ❑ Rservable PNot pplicable 408.2.3(2) Gas-fired instantaneous water O Complies (b)[1`I62]1 heater efficiency>=0.95 UEF for additional efficiency credit Does Not omply D Not Observable [—]Not pplicable [FI171 1.3 Blower door test Cl 50 Pa. A AC'I Complies [FI17]1 <=3.0 ACH50 in H50 i Zones Does Not 4-5 and<=2.5 ACH50 in Climate Zones 6. Comply 12 Not servable Not pplicable 408.2.4(1) Ductless or hydronic system Complies [FI7111 installed and located within conditioned space for R Does Not additional efficiency credit for mplY additional efficiency credit D Not �6servable PNot plicable 402.5.2 Wood•burnin�.e3 fireplaces have Complies [F18]2 tight fitting litre dampers and outdoor air for combustion. Does Not J t amply f [1 Not servable IPNot pplicable 408.2.6 Refrigerators,dishwashers and O Complies [F180]1 clothes washers/dryers are ENERGY STAR rated for Does Not additional efficiency credit Pmply RNot servable Not pplicable i 402.3 Radiant barriers comply with R= R O Complies See the Envelope [F143]2 ASTM C1313/C1313M and are Assemblies table for installed in accordance with O Wood O Wood O Does Not values ASTM C1743 O Steel O Steel a Not Y Observable PNot plicable i 403.1.1 Programmable thermostats OComplies [Flg]2 installed for control of primary heating and cooling systems DDoes Not and initially set'by Comply manufacturer to code Not specifications. servable Not pplicable Additional Comments/Assumptions: Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 11 of 13 1 Hi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 12 of 13 2025 Energy Conservation Construction Code of New York State Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 36.00 Ductwork(unconditioned spaces): Window 0.27 0.28 Door 0.27 0.28 Skylight 0.00 . . Heating System: Cooling System: Water Heater: Name: Date: Comments: Report Title: 3050 Camp Mineola Road Report Date: 4/16/26, 9:38 AM 13 of 13 THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. jx ` 4 w E J,_� — - r - I hop 1 - d �JyJ �, ARCHITECT r J 11 _ ' - k� _r I T T- , , r, S l.j. 'J1L J JII T Tf I,-1 G,�— - ' r - - \ REVISIONS P T I 0 N r' ( STANDING SEAM METAL ROOF D E S C R I r�r=- I \ ! \ 4/6/26 PER BUILDING DEPARTMENT 4J I1'1 i T =i11 ! �_1 T _ \ rl i -�z_i 11� 1, 4., �'.6 i 11 �. _ J J - x - _ 12- 1 LA , C1 5 C1 5 ,-T�-Ir -I-�-I J.a-- it , , _�, �TI ! _I -i, ri 4 YT r� 7'_6" \ \ 9'-0" PLATE HEIGHif T.O. WINDOWS � T, � r� I J / i 9 i T r L �J / 1 I rl JT TIT IJ7T1 T ■ — 5'-O" PLATE HEIGH i I_I ,IJ II Jl'I ;h I I JI, J T� , 246 ,TJ 246 256 3 6 3456 2 6 256 r \ 1- T-� ,- i _ r Tom,- ? J TE P J J EG ES EG ES s / ■ 1 - ap \ - o / . / T.O. SECOND FLOOFR 1 - r III I I II i j I I I I ; T � — 10' 0" PLATE HEIGHiT , . _j J _ I 'I_I 1 I I III i I \ T I ,- i,'I I i -I-I,I JE r1 I P T.O. INDOWS � '� 'aJ � Ir I J,.TT;ITT_, ''Ti _I.' 1 �, � _ , T r_ r T1 -r1__rl_ - , - I1 I,l i 1 �T 1�� I,' ',�_ J� .I�i;1,�7��j i I;JTITi_�_ - � I i i � ■ ■ ■ - � I�7.,1I_�hI J-�_i I 1. I 1� TIIjI 2 6 3056 3056 3056 24510 Tfl T T ' I ■o T—Lrrl j rJ J. 11-I. ! - - 0 �/�r� ? � ,l_,_J J._-; � JT_J �I II ' ! I j Ir � I L� �-- T.O. FIRST FL00)R 7; , T�r I -� J r, J_ . . O TJ T � I. 1J_J I 0 EL. 10.0 r '� r ,i..i J 25'-3" J Li SIDE YARD W 19'-1C0" - NJTER OF REVERSE- ID YARD FROM CE I SE U ELEVATIONS NOTED REFERENCE NORTH AMERICAN VERTICAL DATUM OF 1988, CONSISTENT WITH FEMA AVERAGE NATURAL W EL. 6.0' STANDARDS. E FRONT ELEVATION GRADE EL. 6.5`— Q 0 I I (� _ LLJ z - --- (� z 0 � O Q L_1_ ( 1 O 777-11111 - -' r' r7 - y.r-I sal �- y }I O .1 -_- ! IIIIIIIIIIIIIIIIIIIIIHil - T.. r ,+ -� TTT 1 - O I— LT= I� -- _ Ln I I i U/ .-_���-, I�, ,--1=1-�- - } T.� ! 9'-0" PLATE HEIGHT J J 1 i_any 1 --_ - - - - T.O. WINDOWS ,k— T ` r- I �,� ' � _r � J ! T I r� �� r TE P r TE P �� J �`1_I r � I 1 T; I 1 2 J I I 11 r c 2 , - [ 5' 0" PLATE HEIGHT .J,J_I .j.,1 _._J_T-�J,J_ T� _ �,_I_ E TE P' I o J LWEES 3 5 T'I_ �.,-1.i i- 1' -T' J _ 3 56 3 6 2 6 2 6 3 56 3 6 30 6 o+ T,, J �- '' ' EG ES 7 I - _t- T j ! J EGRESS EG ESS J� EGR SS EG ESS EG ESS m - T -r'' ■ -I I--1 _ i l l -,,' f_I,f, T _ �I T �J T10 T i T i i Y I I i I I Ii 1T-r- .T J I� r 1I,J_ i I T.O. SECOND FLOOR _ T _ 10 0 PLATE HEIGHT r _I JJ r' r i_ I j � �.I_J Jj_ I 7� ; T i I i _ITI T r 1_L 1 T,l T.T_ J,JJ_, _ I._ I_ J TJri j_lJ��_I�� _I J �J T.O. WINDOW S rT T J. T_jT J ,' TT� Tr Charles M. Thomas I —�, I 'J�-� I, — :r _, J I ; T�J �� T a r c h i t- _ _ e c t , iIT' J''� JI I irT i t 'I '� o i iT iTl_I— I�' � � _ 11' ,I, , r I I r' 'rl — — _�— �� J� I o PO BOX 877 JAMESPORT NY 11947 631 7 7-7 T�1 J ' i ,r i. I ,I r� I� -� _ � ) 2 993 130 6 3 56 3 6 P5560 30 10 30 10 J FWH FWHco r EGRESS EGR SS EG ESS TEMP EG ESS EGRESS j J,,_, li rr T J _Jrl J 1 ,I T� 8080APLR 8080APLR ) iT T J 'I..i T PROJECT T. T lr Y'_r T J liJl_JT I I 7 J .l,�-,I _I_ �II _ -.,ri_� _ J ,.I_I. I- _,J. rl J_I 1 J_ 1 J_ I I I� I I I I I I r 7 r _T-J T T T.O. FIRST FLOOR ;iJJ =T7Jrl j E .L 10 0 I I ? i ELEVATION S E REAR ELEVATION 2 SCALE: 1/4" = 1'-0" DATE: 2/17/26 D E S I G N C R I T E R I A PROJECT No. DRAWING BY. MC CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF ,—� 001 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION 11 ^A IL LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED of 6 20 130 B SEVERE 36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE = 35.6 PSF RESIDENTIAL 34' 589 TYPE V TO TO FIRM MAPS INTERIOR ZONE s 51.4 PSF INTERIOR ZONE - 21 PSF HEAVY MODERATE THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. mr a -r cv •'may-. .:-,s��\ G5 �?S ARCHITECT J _ REVISIONS D E S C R I P T ION 4/6/26 PER BUILDING DEPARTMENT FT -ITFT- LY - r - - /AAiVF , hill j I - J I J I'� 1 34 6 046 30 34 6 2 6 r 2 5 _ I I EGRESS EGR SS _ _ I �� � C 2 r � • 1 0 06 3056 35 380 I 2 2446 Q �/ 1, _ . . 00 1 Li :D cf� >- Ln z Q 3: O W N Li Cf) z E SIDE ELEVATION W O � � 3 SCALE:1/4" = 1'-0" y O 0 n- U O W �— � Q O U . . 1'-0" F Ill 111111H 11 ill ill ill 1111 ill Ill ill ill Ill li"t'! ill Ili ill Ill ill lill 9'-0" PLATE HEIGHT _j I Hill Ill Ill ill Ill ill I IT T.O. WINDOWS ->J r J - I r I �- T J J- m o 2 6 EGRESS JJ J EGRESS yj 3 6 3456 3 °J J i r 3 6 EG ESS EG ESS r 1 0" T.O. SECOND FLOOR "� � � _ Charles M. Thomas 10' 0" PLATE HEIGHT i j 456 3456 r Emp 456 TEMP a r c h i t e c t I T.O. WINDOWS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993� Y � - --TT- i - PROJECT r 34510 1 1 1 1 34510 EGRESS EGRESS - T.O. FIRST FLOOR Rik J ELEVATIONS DATE: 2/17/26 PROJECT No. DRAWING BY. MC CHK BY. E SIDE ELEVATION DWG No. - ❑A - 002 00_ 2OF6 THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. �i 55'-6" 5 1 �1n J J LINE OF ROOF OVERHANG ABOVE_ _ _ _ _ _ _ _ _ c °, .a l �4 wf (3) 11 7/8" MICIRO LAM HEADER ARCHITECT T4f-6" U ry REVISIONS DESCRIPT ION 0 z 21'-8" I 4/6/26 PER BUILDING DEPARTMENT OPEN PATIO c Q _ = BLUESTONE OVER 4" PC SLAB al Q I w N COVERED 0 0 o PORCH a = 41'-6" U_ 0O BLUESTONE OVER 4" PC SLAB 9'-8�" 13'-84" > ' 10'-11 7'-1 I I (3)3056 _ C) a '-0 EGR SS 7'-0 0:1 0 a a0 ---__ - to UJ Z I o CV r X iO - I N ^ N 30510 30510 v P5 60 EGRESS FWG 8080 EGRESS TE P FWG 8080 (3) 11 7/8" LVL HEADER (3) 11 7/8" LVL HEADER', (3) 11 7/8" LVL HEADER =i 41'-2" I to o ® BEDROOM 1 I cn o� it v Ln I w W o KITCHEN cn no 2p CU I t ETE O DCTOR o r7 w L - -1 ® cn Of 7 w cn w - J 3 o J L W - 7 4. 0" o I N = NO No J _J BEARING WALL o to LIVING Q `° - � N M � ®® � _ N J ROOM �INING P =® _ CLOSET — — — N En (n _ 110 I CLOSET N I o - ROOM _ CD A o 0 7) SMOKE O -DETE T (U) 7 I- O - J © DETECTOR . 1 1 7 BATHROOM d L L _ N F_ -1 J I I Uw O w4)o Q o0I M w SMOKE , DETECTOR CARBON c0 W CARBON I At* I (D--MONOXIDE DETECTOR 1 U = 0 0 0 BUILT INS UNDER STAIR (3) 14" LVL FLUSH HEADER 01 2410 _ _ _ — — - - � W _ / 4'-0" 36 HIGH AN R L r N � IOI W o Cori ;R FOYER fn -- - FLUSH"HEV1ADER BEARING WALL \ rn ""' z Y 2446 V 1 z to 0 W I'' = SMOKE PANTRY W — O~-DETECTOR 0 F- OD Z '?0• ©_--_DETECTOR 6'O QG• n � O �0 o LL l�//�1 - - 08 s U 3456 '- 1 80 12860 \ �, — Zk RAFTER TO WALL" TEMP I — — — — — — — Cj ' (aj LINE OF W LLS ABOVE J \`0 6 O �— (14) 1 Od x 1 1/ FAS RJ 0 o�,o \��w ,L6$O o\� = IQ FRONT PORCH `"� o •` G�S f— \ = BLUESTONE 0 R 4" PC SLLAB O Q (3 2"X12" HEADER _ o, 3068 �/ J B-LABEL V � � p4 4'-9j" Lill / 4'-10" 4'-10" 4-0" 9'-9" 55'-10" / \ I I e / MTS12 MSTA i i 9'-8" 19'-7" 9'-5" j s D58 � \ ��•'ti o, GROSS FLOOR AREA CALCULATIONS \ \ <1J' � 9 FOR LOTS CONTAINING UP TO 30,000sf: 3,350sf + 10% OF LOT D10 Simpson Strong—Tie AREA IN EXCESS OF 20,000 SF. MAX TOTAL= 4,350 SF 27,100sf— 20,000sf= 7,100sf X 10%= 710sf wp Jr. 3,350sf + 710sf= 4,060sf ALLOWABLE GFA ADJUSTABLE HANGER �'� SCALE: N.T.S. PROPOSED GFA= 4,057sf y / FIRST FLOOR GFA= 2,110 SF / RAFTER TO WALL SECOND FLOOR GFA= 1,947 SF SCALE. N.T.S. j P FIRST FLOOR PLAN Charles M . Thomas / / SCALE: 1/4" = 1'-0" \\ a r c h i t e c t CS16 STUD TO BAND JOIST �p. �- S y � PO BOX 877 JAI�ESPORT, NY 11947 (631) 727-7993 (20) 1Od x 1 1/2 FASTENER \ , J 1� A GaQ jr, \[` PROJECT Ridge Beam ° b MTS16 D35 y�\ RIDGE 0 56 � FIRST FLOOR PLAN RAFTER ° LTP4 LTP4 Simpson Strong Tie Uplift connectors shall WITH CEILING COLLAR TIES ® 32" O.C. bypass each other to DATE: 2/17/26 CS-20x18" MIN. WITH 7 10d COMMON NAILS LTP4, spacingas required for prevent cross—grain ( � q tension of band joist. PROJECT No. PER RAFTER INSTALLED OVER PLYWOOD shear. SSP spacing for uplift. DRAWING BY. Mc �-Z- RIDGE STRAP TIE CHK BY. SCALE: N.T.S. SILL TO RIM JOIST owc No. (12) 8d x 1 1/2" FASTENER W4003 00 3OF6 I THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. `1, l C's it - - - - - - - - -❑ M'n r� .�. �� r 'y AFRCHITECT 55'-6" 41'-6" 14'-0" REVISIONS D E S C R I P T 1 0 N 9'-8 11 -3 7'-6" 6'-1" 6'-11" T-0" / /4 6 26 PER BUILDING DEPARTMENT '-0 ROOF BELOW ❑ (2) 056 EG ESS I _ N (O I N M13'-0" ( 056 TE P T M P T M P ESS (2) 446 � 2 C 2 - - -- A 11 -11 11 - -Al 11 FREESTANDING p) a TUB O col LLI QUEEN J�OI BED V17'-0" 7'-10" 4" 4'-0" 9' 0" M(�9 w n ° MASTER; 2'_8" 6'-t0" BEDROOM 2 -- BATH ®--DETER OR LAUNDR , N l � o W 0 ° KING MASTER — b N = Q� BED BEDROOM w~ N 2w 10 I z_ JSMOKE J O DETECTOR N V 6'-6" - - - - - - - 00 F-0-0i QUEEN BED VA CLOSET 1 1 to L,n' 10'-10" I 3'-6" � 4" �j o LL I " BEDROOM 3 M I S N Q O 0 w DETECTOR O >- u 1 _ imj- U z ---- — SMOKE Ld O —DETECTOR CARBON 24 t6 4'-0" ©—MONO DE a DETECTOR Q O W -- >. — Li(2)2456 -- (n to fD s• c0 D. 1 y W o DIN , m o n- U o co 17R I V-31 To " co ti \oo O U (p A 1 NMNDDW SEAT � � ` 0 II-- • TEMP —771 0 0 4'-10" 4'-10" 4'-0" 4'-1" .1 2r6 0 0 0 Lo �-9" 5'-�6" io 4•-9 r^r/ 9'-8" 8'-1" z z 11'-6" z z 9'-8" 00 \ Gym \o, 5'� - - - - - — — — \ m� \ `O�i \ G�'p5� `o• `9 \ \ \ a- \ \ \ O4 P SECOND FLOOR PLAN 2 SCALE:1/4" = 1'—O" 0 \ \ \ \ \ VEN Ll4'VENT [1*tiENT 4ENT OO E, \ \'/ � 0' THRU ROOF THRU ROOF A ROOF O� C♦< (� JL� 4" ROOF I I 2. r-�2' I I `ro�� r' 1-1/2•� �b 2•V ; � _,, �-ry ; ; d>--2'V ; , \ G G��\�� `�. / / Charles M . Thomas I 1-1 2 V �i-1/2'V 1-1 2 V -1-1/2'V 1-1 2'Y 1-1/2•V 1-1 2 V I 0 �\ O \ / //• I �-- /• �,-. / I � /• q-,-,/2'v `��� � 0�\ �\ °• �' / / a r C h I t e C t j I W.C. LAV j LAV I W.C. LAV WASHER I I W.C. I LAV j LAV 'a. `�s6'\ o, o� / / HOUSE - I a I I SHOWER b I SHOWER s o I SHOWER a I I o, \ \ \ NY 11947 (631) 727-7993 I I � \ � / PO BOX 877 JAI�ESPORT, TUB \ \ '.. \G2 G2� , �oX SECOND FLOOR 2' 3' 1-1 2' 1-1 2' 2' 3' 1-1 2' 2' 1-i 2• �. PROJECT / / / / 2 3' 1-1/2' +1-11f \ \ GyF 0- \�\�• 0 1 " D/WASHER I I (SINK LAV � I W.C. SHOWER CLEAN OU SECOND FLOOR PLAN FIRST FLOOR 5' CONNECT TO APPROVED Y� F.A.I. & SANITARY SYSTEM DATE: 2/17/26 PROJECT No. DRAWING BY. MC CHK BY. DWG No. PLUMBING RISER DIAGRAM X400 00 SCALE: N.T.S 40F6 l THIS PROJECT IS IN COMPUANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. e U� C. .r . 1 �r t.., vj t <, C) ARCHITECT 42'-6" 4 � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T7 REVISIONS D E S C R I P T ION F i I I I 4/6/26 PER BUILDING DEPARTMENT I I I I I I I I I C I I I I I I I I of 41'-6" I I l a l 14'-0" a UNEXCAVATED 4" POURED CONCRETE SLAB 0 M OVER 6 MIL. POLYETHLENE LL COMPACTEDRIER POROUS FVAPOR ON ELL I I I I I I — BASED ON NYS CODE R306 FOR BUILDINGS LOCATE IN FLOOD HAZARD AREAS: -THE FINISHED GROUND LEVEL OF THE UNDER FLOOR SPACE SHALL BE I 40'-10" EQUAL TO OR HIGHER FHAN THE OUTSIDE FINISHED GRO ND LEVEL ON AT LEAST ONE SIDE. IN - - - - - - - - - - - - - - - - - - - - - USE MODEL # 1540-5 0 - - - - - - - - - - - - - - - - -- - - - - J CV 200 SIFT OF COVERAGE PER VENT CRAWL SPACE= 1460 SF a0 REQUIRED # OF VENTS = 8 I �- - — — - - - - - - - - - - - - -1- - - - - - - �_ - - - - - - - - - - - - - 8 VENTS PROVIDED III O 8" I III 8l' PO'RED'CONCRETE FOUNDA ON 3 1/2" STANDARD STEEL PIPE COLUMN � RAWL SPACE MVALLI W/ (2) #5 BARS TOP A D ON A 30"X30"X15" DEEP CCESS DOOR BOTTOM ON 8"X16" POURED ci POURED CONCRETE FOOTING. (TYP) III ICON RETE) FOOTING WITH (2) 5 O o III BAf�S CONTINUOUS � 6 III I I I ® DOUBLE UP FLOOR JOISTS — J = _JII I I ( w UNDER KITCHEN ISLAND w I I = af Of -III I I uj o o (3 11 7/8" MIL GIRDER GI III I I I I 0 III I I I N M o CRAWL SPACE M o L_ — _I L_ — - - I I N F 4" POURED CONCRETE SLAB Ln F o _j o _j 6'-8F 6'-4" I 8" 1 =) OVER 6 MIL. POLYETHLENE 7) � of z VAPOR BARRIER ON WELL Of Z o COMPACTED POROUS FILL p BEARING WALL ABOVE I I r — � �— III I I I � c I I Q O I III I I I 54'-2" I . . III I I i I W ry }- I I I III I I I I I U � III I I I ALL GIRDERS SHALL BE SHIMMED �o I I Z AS III I I I REQUIRED IN BEAM WITH STEEL SH MS (TYP)OCKETS (0 I I LIJ ® _j III I ( I 3 1/2" STANDARD STEEL PIPE COLUMN 0 I I Q O W N L — — — — — — ON A 30 X30"X15 DEEP w (—n LEI Z POURED CONCRETE FOOTING. (TYP) 7'-7 w 7'-9 I I V 1 z - - - - - - - � — o — Q( ) 11 /8" ML GI DER Ir (3) 11 7/8" ML GIRD - - - - - - -- - - - - 3 11 7 M GIRD R n Iz — — — `° I \ \\ �o o J z G OD to � , QI W- - - - - - - - — - - - — — — — � O UNEXCAVATED (Cn� o l� 4" POURED CONCRETE SLAB I I o < / /� \ / / / / p\ \ L'- v ` OVER 6 MIL. POLYETHLENE I NLO VAPOR BAR 'sON WLL . ,�° ( I Li COMPACTEDRIER POROUS FELL I I � \ � \ \ / / / / oo���\ (3 — — — — — — \ \�\ \ \ $ / / / / / / oo�o\ \ q STEPS ti Vr— L — — — — A — — — — -J \ �' off \ \ O, \ \\0, '° oG rP FOUNDATION PLAN \ \ e 6 P e \ do. Charles M. Thomas 3 SC ALE: 1/4 = 1 —0 \ \ �0 \ \\ Fo�oQ ° / / PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT e \\ \ °o A0 0. FOUNDATION PLAN / DATE: 2/17/26 Elm PROJECT No. DRAWING BY. MC CHK BY. DWG No. �A - 005 00 5 of 6 THIS PROJECT IS IN COMPLIANCE WITH 2O25 RESIDENTIAL CODE OF NEW YORK STATE. T�•. �, ( � 41'-6" 14'-0" 9'-8 7'-6" 6'-1" 6'-11" —0 7'-0" qA ' ,�`• %J �- ARCHITECT ROOF BELOW REVISIONS D E S C R I P T ION ❑ 4/6/26 PER BUILDING DEPARTMENT fV 2"X10" ROOF RAFTERS •I w 2"X10" ROOF RAF rERS__ p REEST kNDING D " V T BC H O O U IOtj O 0O • BED ® " 111 'To". ~O 17' 0" �4" -0" io 'PI:f j I VOL a V) N 9 � � n X =XN tD MASTER I BR O2 BTH N O :O O 11 7/8" ML R E I I W aN IF ) Z N Ncr 1 7/8 ML IDGE- -- ­4 \\. `O w 11 7 8' L R 13' N co O ' C3 1 6, 6w N j co O co QUEE w BED ® WI CLOS r I N o I LAYO VA UEY 6�,i U a I 10' a� 2. w 4w E D 0 M of oLO ' O AN �Q N 'O X • 1 • �q N4 0 X I X t Wesl,y• • // N7kF \�// N 2 N `C 1 bl W Q CD�iff, 0 20 Of O 7' s" �S s �• U �P �s, t P A IV DORMER ABO R _ lip. z Q 2" 0" ROOF RAF S 0 1 " C.C. 2'X10" ROOF RAFTER 1 " 0t. L7 \ 0 W N _ 00 , ce �- \ W Z / � s � W R / \ y ., U OIL O 11 ML RIDGE I I 4•-9 " 4'-10" 4'-10" 4'-0' 4'-1 10 �-9" 5'4 (o � 0 0 0 0 �i " • \ W C— Ld 9'-8" 8'-1" z z 11'-6" z z 9'-8w 12 O TYPICAL ROOF CONSTRUCTION 1 -7w G�°SE \\ U 12 D 2"X6" CT ® 16" O.C. ROOFING PER SELECTION OF OWNER \ / \ \ a� O OVER 151 ROOF FELT ON 1/2 CDX PLYWOOD SHEATHING. \ / O LO �- 2 X10 ROOF RAFTERS 0 16 O.C. \ \ \ 0� o �y O R-30 INSULATION . LL ATTIC / U TYPICAL CEILING CONSTRUCTION / / p . op• \ V) 2" X 10" CEILING JOISTS ® 16" O.C. P � ROOF FRAMING PLAN (PLAN \ y p \ 9'-0" PLATE HEIGHT 2"X10" CEILING JOISTS ® 16" O.C. q SCALE: 1/4" = 1'-0" T.O. WINDOWS -�- �'a" SHEET ROCK \�O ON CEILING }" SHEET ROCK PLYWOOD S BFLO R\ ON WALLS TYPICAL WALL CONSTRUCTION FOR RAFTER SEAT T \ 5®,6 0, CEDAR SIDING 'IYVEK HOUSE WRAP 1/2' CD X PLYWOOD \ \ FtP .,��0 °G• \ SHEATHING ON 2"X6" WD. STUDS 0 16' O.C. R-21 INSULATION BATH LAUNDRY WI CLOSET HALL 00 TRAY CLG IN HALLWAY TO TYPICAL FLOOR CONSTRUCTION ROOM ABOVE GARAGE o \ /14" TJIFL00R JOISTS 016'0.C. r, 'r'O "xs' PLATE ATOP � \\ OOR T.O. SECOND FLOORCUT W/3/4p PLYWOOD SUBFLOOR W/MIN. R-30 INSULATION LA. o � \ .po . ,o R° FOR AFTER SEA \ —10'-0" PLATE HEIGHT OV. \ \ P 5 -- + \ " SHEET ROCK orb ( " Charles M . Thomas 8'-0" T.O. WINDOWS ON CEILING H LLWAY °c `'�� ---- -— �" SHEET ROCK 12 � ON WALLS TYPICAL WALL CONSTRUCTION 12 a r c h i t e c t CEDAR SIDING TYVEK HOUSE WRAP 1 2" CD X PLYWOOD '� •-� PO BOX 877 JAMESPORT NY 11947 (631)1 727-7993 SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. ° R-21 INSULATION 2"X6" PLATE ATOP .�'`� s, PLYWOOD SUBFLOOR `�' � \ / PROJECT q KITCHEN FOR RAFTER SEAT CUT \ / °0 KITCHEN ISLAND W/3/4 PL D SUBFLOOR TYPICAL FLOOR CONSTRUCTION ° 14" TA FLOOR JOISTS 0 16'O.C. 7- " 14" TJI FLOOR JOISTS 0 16"O.C.JU W/3/4" PLYWOOD SUBFLOOR W/MIN. R-30 INSULATION T.O. FIRST FLOOR FIRST FLOOR 14" TJI FLOOR JOISTS 360 SERIES ® 16" OC. R 30 INSULATION 2"x6" ACQ SILL PLATE GARAGE FRONT WALL HALLWAY WALL BEYOND TERMITE SHIELD, SILL SEALER, GRADE 8'-0" ROOF FRAMING PLAN M 5 8 DIA. ANCHOR BOLTS GRADE 7'-0" CRAWL SPACE 026"-0' O.C. SECTION o c I 'E 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL 8" P.C. FOUNDATION WALL 6' (+—)HIGH PROJECT No. COMPACTED POROUS FILL PATE: 2 17 26 WITH 2 #5 BARS TOP AND BOTTOM ON DRAWING BY. MC 12"X24" POURED CONCRETE FOOTING W/(2) #5 BARS CONTINUOUS cHK BY. S SECTION hallway link plate h t DWG No.�- 006 00 DETAIL � SCALE: 1/4" = 1'-0" 6OF6 TOP PLATE FRAMING TO, ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION R602.6 (1 ) JOISTS OR APPROVEDZ&rl) 1;6 JA , ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 SLOPES THAN 6 W/NO '3�1 t SECOND STORY TOP PLATE— TOP PLATES FINISHED CEILING WWFFrrMM TABLE 3.1 ATTACHED TO RAFTERS 4� TOP PLATE FSEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALLED N STUD INTERIOR WALLS AND 180 H � c;��`�► . JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS / t FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX OR STUCCO CEILINGS FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% CEILINGS W/ FLEXIBLE L/240 BORED HOLE MAX Z SEE DRILLING AND SEE DRILLING AND FINISHES INCLUDING GYPSUM DIAMETER 40% o NOTCHING PROVISIONS OF STUD DEPTH BOTTOM PLATE WFCM NOTCHING PROVISIONS SIONS NOTCHING PROVISIONS ALL OTHER STRUCTURAL L/240 OF STUD DEPTH _ 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL �, MEMEBERS EXC HANDRAILS / / NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE EXT. WALLS W/ PLASTER OR H 360 5/8" MIN. TO EDGE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 / ALL PANEL EDGES} STUCCO FlNISHE a ° T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT WITH BRITTLE(b) FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL 40% OF STUD DEPTH EXT. WALLS-WIND LOADS H/120 ((d) H/180 for ext walls w/ int. gypsum finish TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3W WITH FLEXIBLE(a FINISHES WITH WFCM 3.3.1.3-END RESTRAINT GYPSM BOARD INSTALLED IN NOTES: L= SPAN LENGTH, H = SPAN HEIGHT BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT a. The wind load shall be permitted to be taken as 0.7 times the BE LOCATED IN THE SAME PIFE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES} BE LOCATED IN THE SAME component and cladding (ASD) loads obtained from table CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR 5 " MIN. TO EDGE R301.2.1(1) DOUBLE AND Nd MORE THAN TWO / b. For cantilever members, L shall be taken as twice the length of SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON g the cantilever. AND SO BORED v, LAP JOIST 3 IN. MIN. CUT INTO STUD - c. For aluminum structural members or panels used in roofs or o BAND JOIST BOTTOM PLATE: FOR FIRE BLOCKING WOOD STRUCTURAL PANEL walls of sunroom additions or patio covers, not su pporting edge of 0 OR BLOCKING glass or sandwich panels, the total load deflection shall not exceed 16d NAIL AT 24" o.C. INSTALLED IN ACCORDANCE WFCM 2024 SBC HIGH WIND EDITION L/60. For sandwich panels used is roofs a walls of sunroom WFCM 2024 SBC HIGH WIND EDITION JOIST .V -1/ I o WITH WFCM TABLE 3.1 additions or patio covers, the total load deflection shall not exceed SILL PLATE FIGURE 3.3B FIGURE 3.3 A L/120. CRAWL SPACE SUBFLOOR � FRAMING AT 6" .A�NPANEL OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL STUD NOTCHING AND BOARING LIMITS SOLID SAWN JOIST AND RAFTER NOTCHING FOUNDATION SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES AND BORING LIMITS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS LO BEARING WALL FOR EXTERIOR BEARING AND INTERIOR LATERAL AT 6' O.C. W N TYPICAL WALL FLOOR & ROOF FRAMING R602.3 1 NON—BEAR'ING WALLS: R602.6 (2) V 0 � �- JOISTS WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS0 UJ N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST Z r TABLE R301.2.1.2 FASTENER SPACING (inches) SEE STUD TO RAFTER W �- SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS Q 0 FASTENER TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL TONNECTORS < 6 FEET < 8 FEET 1/2' SPACING A A ' R QUIRED U - - ALLOWS E CH SIDE 10d OVN NO. 8 WOOD SCREW 16"' 10" 8" INSTALLATION NAILS ANCHOR WITH 2 EMBEDMENT --� LENGHT HEADER STUDS WA L LENGTH 5d COOLER NAILS AT 10" O.C. @ 12 C Q DOUBLE A A SAT TUD (MIN.) ° CORNER STUD NPLI�F�T CONNECTION IS REQUIRED 2"x4" BLOCK NAILED TO EACH NO. 10 WOOD SCREW m " HOLDDROWNARE ° a ° TRANSFERR SHEAR BLOCK ING TYPIC L AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT 16 12 9 (HDU) CY CONN CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z LENGHT ° a ° NOTE: SIMILAR REQUITED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT EA H SIDE R UIR BOTTOM ODES AND D ATLES TOP AND 20 GAUGE STRAP Z FOUNDATION. 2-16d COMMON " Lli 1/4 LAG SCREW BASED ANCHOR 16"' 16" 16" SIDE WALL ° NAILS AT 6' O.C. FLOOR BRACING AT ENDWALL TYPICAL FRAMING AND UPLIFT 10-8d NAILS QW (n WITH 2 EMBEDMENT A END WALL EACH ,END OF STRAP W LENGHT SUBFLOOR ( WFCM FIGURE 3. 7b) CONNECTIONS FOR OPENINGS " <0 [) (h 8d NAIL AT 4 O.C. ENDWALL STUDS ' w :. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 45 FOOT MEAN ROOF HEIGHT. I j FACE OF FOOTING CEILING BRACING GABLE ENDWALL FASTENERS SHALL BE INSTALLED AT OPPOS3ING ENDS OF THE WOOD STRUCTURAL PANEL. �- FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST 0 12" MAX. (WFCM FIGURE 3. 7a ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN N J V) NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. , , o ,l SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. I o TOP PLATE v w 00001- (0 PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING `` PROVIDE RAFTER TO RIDGE TENSION STRAP N VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT •. ° H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF � LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT / DIAPHRAGM USE 8-8d COMMON NAI S tV o ° EXC ED 15 FT. AX. �\� EXCEED 40 FT. MAT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4�' ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP �" 0 HOLDDOWN ° c CORNER EDD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) o ° CONNECTED TO BASED ON HEA WALL REQUIREMENTS U � ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 0 20 GA. STRAP— D011B�( �) . PREFERRED METHOD � z 1 "' WIDE MIN. ATIHARDIWARE TABLE R301 . 5 NOTES � J RAFTER Q 8d NAIL AT 12 0►.C. ON For SI: 1 inch = 25.4 mm, 1 . 0 � W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEIMBERS pound per square foot = 0.0479 NOT AT PANEL EDGES kPa, 1 square inch = 645 mm2, 1 pound = 4.45 N. EACH SIDE BRACKETS A T SHEAR WALL C 0 R N E R S, < a.Elevated garage floors shall be capable of supporting the WINDOW AND DOOR OPENINGS: GYPS;UM BOARD uniformly distributed live load or a 2,000-pound concentrated load z applied on an area of 41/2 inches by 41/2 inches, whichever FLOOR TO FLOOR & FLOOR TO FOUNDATION• WFCM produces the greater stresses. RIDGE BEAM ' joists NAIL AT b.Uninhabitable attics without storage are those where the clear U) +J 24" O.C. height between and rafters is not more than 42 inches, or FLOOR TO FLOOR PHD5 where there are not two or more adjacent trusses with web RIDGE TENSION STRAP DETAIL CZ CONNECTION configurations capable of accommodating an assumed rectangle 42 r. inches in height by 24 inches in width, or greater, within the N ° plane of the trusses. This live load need not be assumed to act SIDE WALL concurrently with any other live load requirements. ^ EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" uniformly stair treads shall be capable of supporting the O uniformly distributed live load or a 300-pound concentrated load AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDOWNS NOTES O.C. (ALL PANEL applied on an area of 2 inches by 2 inches, whichever produces T A B L E R301 . 5 W NAILS EDGES) the greater stresses. WOOD STRUCTURAL PANEL d.A single concentrated load applied in any direction at any point ''. RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER along the top. For a guard not required to serve as a handrail, c� S i m son S t r 0 n Tie INSTALLED IN ACCORDANCE WITH the load need not be applied to the top element of the guard in MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (PSI) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER CO E PER EVERY RAFTER a direction parallel to such element. p g 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, e.See Section R507.1 for decks attached to exterior walls. >- 2-8d TO PLATES WCFM HIGH WIND EDITION) ■ Z A 3 5— Chimney F r a m 'I n g f.Guard in-fill components (all those except the handrail), .� FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD (A) OUTSIDE CORNER DETAIL balusters and panel fillers shall be designed to withstand a USE UNIFORM (JSf) CONCENTRATED (Ib) 3 R 0 0 F RAFTER RIDGE DETAIL CONNECTION horizontally applied normal load of 50 pounds on an area equal to ly / ( — C) STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD 1 square foot. This load need not be assumed to act concurrently UNINHABITABLE ATTICS W OUT STORAGE b 10 0 4-8d TO PLATE GYPSUM BOARD 8d NAIL AT with any other live load requirement. r a SIMPSON STRONG TIE HDUUninhabitable attics with limited storage are those where the UNINHABITABLE ATTICS W LIMITED STORAGE NOTES: O.C.0 (ALL clear height between joists and rafters is 42 inches or greater, or 20 SCALE: N .T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT SIDE TALWALL 6" O PANEL where there are two or more adjacent trusses with web (b,g) CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) configurations capable of accommodating an assumed rectangle 42 TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° inches in height by 24 inches in width, or greater, within the HABITABLE ATTICS & ATTICS W FIXED 30 NAIL PENETRATION INTO FRAMING IS ACHIEVED. plane of the trusses. STAIRS WOOD STRUCTURAIL The live load need only be applied to those portions of the joists L� III 'k INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IIN or truss bottom chords where all of the following conditions are BALCONIES (EXTERIOR) AND DECKS (e) 40 L 00 ®I ACCORDANCE WITIH met: FIRE ESCAPES " ®I NAILING SCHEDULEE 16d NAIL AT 1.The attic area is accessed from an opening not less than 20 40 — o inches in width by 30 inches in length that is located where the m ®I (TABLE 3.1, WCFM 201:5 J 24" O.C. clear height in the attic is not less than 30 inches. GUARDS — 200 h I � o ® HIGH WIND EDITIONI) 3 than slopes of the joists or truss bottom chords are not greater GUARDS IN-FILL COMPONENTS (f) — 50 h a o than 2 units vertical in 12 units horizontal. 8d NAIL AT 6" O.C. OIN W 3.Required insulation depth is less than the joist or truss bottom HANDRAIL (d) —® chord member depth. 200 h ALL FRAMING MEMBERS The remaining portions of the joists or truss bottom chords shall PA AT PANEL EDGES AND (B) INSIDE CORNER DETAIL be designed for a uniformly distributed concurrent live load of not PASSENGER VEHICLE GARAGES 50 2,000(a) 12" O.C. ON AL.L less than 10 pounds per square foot. AREAS OTHER THAN SLEEPING AREAS 40 FRAMING MEMBERS NOT h.Glazing used in handrail assemblies and guards shall be designed AT PANEL EDGES with a load adjustment factor of 4. The load adjustment factor SLEEPING AREAS 3O — SHEET N0. shall be applied to each of the concentrated loads applied to the top of the rail, and to the load on the in-fill components. These STAIRS 40(C) 300(C) I CORNER BRACING DETAIL ('2 loads shall be determined independent of one another, and loads are assumed not to occur with any other live load. i.Where the top of a guard system is not required to serve as a o EXTERIOR CORNER FRAMING handrail, the single concentrated load shall be applied at any point • 0 3 SCALE: N.T.S. along the top, in the vertical downward direction and in the Simpson Strong — Tie horizontal direction away from the walking surface. Where the top of a guard is also serving as the handrail, a single concentrated HDU load shall be applied in any direction at any point along the top. Concentrated loads shall not be applied concurrently. II I B E 3. 1 WFCM 2024 HIGH WIND E D I TI 0 N (TABLE 3.2B WFCM 2024 HIGH WIND EDI TI ON The design of this structure is based upon prescriptive approach using the ) BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE BOLTS) RESISTING LATERAL AND SHEAR LOADS FROM WIND) published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: ",\�•1 '' �� ; are based upon the 2025 NEW YORK STATE RESIDENTIAL CODE. 4 - MAX. ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed in accordance with all state, ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 For the Climatic and Geographical Design Criteria, see Table R301.2 on municipal, local zoning and building codes and ordinances t�� >,f ''`'°' JOINT DESCRIPTION NUMBER OF NAILS NUMBER OF BOX NAIL SPACING RESISTING SUPPORTING sheet no. 1 P g 9 ?A= c� COMMON NAILS NAILS having jurisdiction and best standards of construction i�, C' 1A - 1 - FLOOR 1/2- ANCHOR BOLTS 31 All non engineered lumber to be Douglas Fir#2 or better practice. *�`' `°✓ Wind Limitations-Section R301.2.1.1 RAFTER TO TOP PLATE (TOE-NAILED) (see Table 3.4A) (see Table 3.4A) PER RAFTER/STUD LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 The American Institute of Architects Conditions shall apply ` ,., Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2 for Wind-Born Debris to all work performed on this project. ' `"� 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 P P 1e -,r(LING JOIST TO TOP PLATE ( TOE-NAILED (see Table 3.4A) (see Table 3.4A) PER JOIST 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any �, �` �-�• `' - ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS discrepancies must be brought to the attention of the Architect -TING JOIST TO PARALLEL RAFTER FACE-NAILED (see Table 3.9A) (see Table 3.9A) EACH LAP (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). FOR OTHER ANCHOR BOLT LIMITATIONS Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be SEE SECTION 3.2.1.7 AND 3.2.2.3. Light and Ventilation-Section R325 responsible for corrections not reported once he has started work :;FILING JOIST OVER PARTITIONS (FACE-NAILED (see Table 3.9A) (see Table 3.9A) EACH LAP 3. TABULATED ANCHOR BOLT SPACINGS FOR SHEAR LOADS ASSUME WALLS ARE SHEATHED IN P P Minimum Room Area-Section R312 except for hidden b conditions. z ---- ACCORDANCE WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES TABULATED ANCHOR BOLT P 10 CeilingHi see Table 3.6 (see Table 3.6) PER TIE SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE Height-Section R313 3. Contractor shall guarantee to the Owner that all materials and 0 i,I�tAR TIE TO RAFTER (FACE-NAILED ( 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACING EXCEED 6 FEET ON CENTER. Sanitation-Section R326 equipment incorporated in the work will be new, and that all work 2-8d 2-10d EACH END 4. LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST THE LOADS IN TABLE 3.5. Toilet Bath and Shower Space-Section R327.2 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER (TOE-NAILED) Glazin Section R324 - -- g- of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER (END-NAILE) 2-16d 2-16d I EACH END Garages and Carports-Section R317 4. The Architect shall not be responsible for the construction means, a Emergency Escape and Rescue Opening-Section R319.2 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R314.4 9 precautions and programs in connection with the work, and he � TOP PLATE TO TOP PLATE (FACE-NAILED 2-16d (SEE NOTE 1) 2-16d (SEE NOTE 1) PER FOOT Landing-Section R315.5.2.3 shall not be responsible for the contractors failure to carry out _.._._ Ramps-Section R318.8 the work In accordance with the construction documents. The v 4-16d 5-16d JOINTS - EACH SIDE Stairway-Section R318.7 Architect shall not be responsible for the acts or omission b N Handrail-Section R320 the contractor No changes shall be made in the documents w ,TOP PLATE AT INTERSECTION (FACE NAILED) P y 6 2-16d 2-1d 24' O.C. Guards-Section R321.1 STUD TO STUD (FACE-NAILED} and/or the building as designed without the expressed written o Smoke Alarms-Section R310 consent of the Architect. 16d 16d 16" O.C. ALONG EDGES 5. The contractor and all subcontractors shall maintain continuous HEADER TO HEADER (FACE-NAILED) Carbon Monoxide Alarms - R311 Foam plastics-Section R302.8 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R302.9 ; 302.10 g y (see Table 3.5A) (see Table 3.5A) PER STUD Insulation-Section R302.10.1 Compensation, etc.) and general liability in an mount not cn BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING FACE-NAILED 2-16d (SEE NOTE 1,2) 2-16d (SEE NOTE 1,2) PER FOOT Dwelling Unit Separation-Section R302.3.1 less than $ 5 million and automobile liability and damage 0 --- Moisture Vapor Retarders-Section R702.7 coverage not less than $ 2 million. The Architect shall be v1 FLOOR FRAMING Protection Against Decay-Section R304 named insured on any and all policies. S 4-8d 4-10d PER JOIST Protection Against Termites-Section R305 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Of JOIST TO SILL, TOP PLATE TO GIRDER_ TOE-NAILED Site Address-Section R308 insulation at all perimeter sills. F,RIOGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END Accessibility-Section R323.3 7. All wood in contact with concrete or masonry to be Wolmanized ----- Elevators and Platform lifts -Section R323 or pressure creosoted. P.'._OCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END Flood Resistant Construction-Section R306.1.3 8. A single station smoke detector alarm device shall be installed In each bedroom, on all floors and shall be all interconnected per code. F_()CKING TO SILL OR TOP PLATE (TOE-NAILED 3-16d 4-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated - _-� Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LFF',,GFR STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JJI TON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST per square foot. Contractor to consult Architect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is W ^' to -- - to be presented to the Owner at the completion of the job. 0 E ANG JOIST TO SILL OR TOP PLATE (TOE-NAILED 2-16d (SEE NOTE 2) 3-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ^' W0`1, STRUCTURAL PANELS (RAFTERS OR TRUSSES SPACIED UP TO 16" OC 8d 10d (SEE TABLE 3.10) Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York UJ ` V 16 x8 poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double Pbt'ANAL BOARD SHEATHING 2-1 3 4"x11 7 8" Microlam Girder or 3 1 2"x11 7 8" Power Beam glazed and all exterior door to have insulated cores. Z "X6" / / ( / / ) 15. The insulation protection as indicated on these plans exceeds W " 2-8d 2-10d PER SUPPORT 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Codes minimum standards. Q 1'Xg" PR 1 X8 Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and "k1G" OR WIDER 3-8d 3-10d PER SUPPORT 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for Q O CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used CEILING SHEATING Deck and porch footings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. CK GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site Q U -- Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing 0 J STRUCTURAL PANELS (STUDS SPACED UP TO 16" OC) 8d 10d (SEE TABLE 3.11) Pour no concrete on frozen ground or in freezing water. Q STRUCTURAL FIBERBOARD PANELS Provide 3 1/2' steel tally columns. 11 go. gilt. roofing nail Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS c strength and has been anchored to the floor above, or has been sufficiently L (0.120"xl-1/2" long x 3" EDGE / 6" FIELD braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS 7/16 head) Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Q -- Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT 11 ga. galv. roofing nail Draftstopping - Section R302.12 CONSTRUCTION CATALOG C-HW02 W (0.120"A-3/4" long x 3" EDGE / 6" FIELD Fireblocking - Section R302.11 Z Q 3 8" head ANCHOR BOLTS IN FOUNDATION USE: Ld 5d COOLERS 5d COOLERS 7" EDGE 10" FIELD Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie GYPSUM WALLBOARD / 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q UJ Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 HARDBOARD 8d 8d SEE TABLE 3.11) Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q W FART; LEBOARD PANELS 8d 8d (SEE MANUFACTURER) 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q N _. .;O Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2" `� LL C%i V;ONAL BOARD SHEATHING USE (4)-8d NAILS AT EACH END _ 2-8d 2-lOd PER SUPPORT Wall construction - WFCM Prescriptive Method. 1"X6" OR 1"X8" Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: 1"X10" OR WIDER 3-8d 3-10d PER SUPPORT WFCM, Table 2 and Section 4` SSP CONNECTOR AT 16" O.C. NOTE: _. 1x6 fascia, wrap FLOOR SHEATHING Overhangs as noted. USE (4)-8d NAILS AT EACH END La ATTACH LEDGER TO FRAMING Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG ?lJ,:iURA.L PANELS Alluminum gutters and leaders. Siding: see Elevations. Tyvek housewrap. MTS 36, 16" O.C. 1'..oF< LESS_ 8d 10d 6" EDGE 12" FIELD 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END BOLTS AT 16" ON CENTER Gv A��FR THAN 1" 10d 16d 6" EDGE 6" FIELD 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. N LIA•TONAL BOARD SHEATHING 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END O » Sim son Strong-Tie c� C " 2-8d 2-10d PER SUPPORT 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g X6 OR 1 X8 At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 I-- _ _ '"X1 O" OR WIDER 3-8d 3-10d PER SUPPORT of section R319. USE 8 16d NAILS AT EACH END U I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USE WHERE WALL SHEATHING NAILING IS Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST : � FE,,JCFD. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEER CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER Q 11)01,:BLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAUN THE LOAD PATH. Follow exterior corner framing detail figure R602 4-10d x 1 1/2" U :2 E PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBIERS, THE TABULATED NUMBER OF NAILS SHALL B . .-_._ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles DECK POST TO CONCRETE CONNECTION USE: shall have minimum of six (6) fasteners per shingle (section R905.2.5) PBS44A FOR EACH POST SIMIPSON STRONG - TIE Underlayment application (Section R905.2.7.)nailing see table 3.8 z 1 1 / » For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- DECK POST TO GIRDER CONNECTION USE: 4 COIL STRAP - SIMPSON percent slope), PC44 FOR EACH POST S H USE W/ONLY 8 ANCHOR BOLT (14 ) up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), '1 of 16"� O.C. USE 4-8D 5-- 8D 8D TO STUD STUD ONE SILL BP-3 PLATE underlayment GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie NAIILS AT EACH STUD 4- 8D TO PLATE PLATE IN » MTS12 ® EACH JOIST - 7 MINIMUM EMBEDMENT shall be two (2) layers applied in the following manner. Apply A 19-inch (EVERY STUD) STUD TO S U210 2X6 483 stri of '► MIND OVERLAP IS 12" ATTACH T (SEE ANCHOR SCHEDULE, underloyment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO DECK USE: p: AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) hold in place. PS720 (ALIGN WITH JOIST BELOW) SIMPSON Starting irat the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH POST TO GIRDER USE: PS720 U) �+ 8 HDU overlapping PORCH ROOF RAFTER TO GIRDER USE: successive sheets 19 inches (483mm), and fastened sufficiently to hold in place. H2.5A AT EACH ROOF RAFTER �, (14) SDS Ya" X 3" WOOD SCREWS o For roof slopes of four (4) units vertical in (12) units. 4-1Od x 1 1/2 • 7 MIN EMBEDMENT o 0 (SEE FOUNDATION PLANS A-3.1 AND Ice Protection (Section R905.1.2) TYPICAL P 0 R C H Z DECK LEDGER E U N Underla ent in High wind Section R905.1.1 n A-3.2 FOR LOCATION) g ( ) CONNECTIONS- (MINIMUM DOUBLE STUD) o Flashing (Section R905.2.8) D 4A �•s °° ° �' SIMSON STRIONG - TIE Chimney and fireplaces - Chapter 10 CID ° A °'n •da• ° , �1 ` o » » Energy Conservation - Part IV 1 1/4 COIL STRAP - 16 O.C. Mechanical - Part V STU BEARING PLATE • >°• ' ° °•° up General Mechanical System - Chapter 13 DOUBLE 2X MIN. •'°•s° ° ,°p• ��a p• b, • ° USE 4-8D (NAILS @ EACH STUD, Heating and cooling equipment and appliances - Chapter 14 FOR HEADER OR e' °•° °•°, °° ,', °° ,' °° ,'a ve , ° n Exhaust System - Chapter 15 BEAM " _ • . , Duct System - Chapter 16 >- e' a .n a Q°• a n••a s. °° Combustion Air - Chapter 17 .� z ? • °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Chimneys and vents - Chapter 18 Simpson Strong-Tie _ 'a• °• e° n Plumbing - Part VII a c a °• ° cc SSP AT EACH POST ~ • D. PLAN Flood Zone - R306.1 ,C 1 3/4" MINIMUM ' „° °. A% n _ ° • uJ UJ EDGE DISTANCE •�� y' ° HEADER g FLOOR TO FLOOR ° \ ' LSTA21 Simpson Strong-Tie U CONNECTION KINIG STUDS CS201% COILED Y2 THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---, co . SIMPSON STRONG -- TIE JACK STUDS OVERLAP AT EACH - SIMPSON STRONG-TIE STUD • o 1 1 /4" COIL STRAP H2A SIDECOVER CNW NUT COUPLER o 16" O.C. USE 4-8D AT EACH ROOF o , NAILS AT EACH STUD RAFTER USE 8-16D MIN EDGE MIN OVERLAP IS 12" NAILS AT EACH END JACK O SILL �� : :: DISTANCE* 12" MIN OVERLAP PER RT2.5 COMPONENT - �~ STHD8 �''�` `d °•' ' MIN EDGE SHEET N0. STUD TO ROOF RAFTER ' ' '• ' •' DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie S: AT EACH POST FOO WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" C 0 N N E C TI 0 N TING MINIMUM DISTANCE CHART FOR FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST 'TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS I