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Home My WebLink About52917-Z TOWN OF SOUTHOLD n E BUILDING DEPARTMENT SOUTHOLD, NY ou BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OFAPPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52917 Date: 04/28/2026 Permission is hereby granted to: Christopher Nuzzi 4832 Youngs Ave Southold, NY 11971 To: finish the remaining portion of the basement to an existing single-family dwelling as applied for. Premises Located at: 4832 Youngs Ave, Southold, NY 11971 SCTM# 55.-2-8.15 Pursuant to application dated 04/17/2026 and approved by the Building inspector, To expire on 04/27/2028. Contractors: Required Inspections: Fees., Single Family Dwelling- Alteration $784.00 CO-RESIDENTIAL $100.00 v Total $884.00 Building Inspector " n TOWN OF SOUTHCJLD--BUILDING DEPA:I2.'` M ENT a' act P. 0. Box 1179 Southold NY 11971-0959 Tawas Hall Annex�43751Vi 1n Road , r ,r Telephone (631) 765 1 Sa2 Fax(631) �765 95�2 �„ s,. "",w w. x�ut�,,i,ol ownn . AL nqr 'd➢"Y P lt Gate Received APPLICATION FOR BUILDING PERMIT 'UT L_ dam, For Office Use Only Building Inspect PERMIT N(�. '� or- Applications and farms 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. Dates OWNER(S)OF PROPERTY: Name: SCTM#1000- S Project Address: .� A '�' 4?b, � Phone#: �- Email: ` v-t z qchso C,C^ Mailing Address- 99 `' Ai VimLXO-- 500TVk>-.Q0 CONTACT PERSON: Name: Mailing Address: ,•� Phone#: Email: <.- DESIGN PROFESSIONAL INFORMATION: N a m e: Mailing Address: eo �.. ." ''" Email:a i I: Ck C, ,. G :, Phone#: 3 ,5 �"`. � CONTRACTOR INFORMATION: Name: 0 f;Irl*UA.". 4 1I41r, .. L 1 C 14 HT"` Mailing Address: C) ft,, - , 8VC0I Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition VAlteration ❑Repair ❑Demolition Estimated Cast of Project: ❑Other " ' �� Will excess fill be removed from remises? C]Yes C'NO Will the lot be re-graded? ❑Yes o p 1 ......... PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated-, Are there any cove ants and restrictions with respect to Ithis property? Yes E]No IF YES, PROVIDE A COPY. VCheck Box After Reading*. The owner/contrattor/design professia0al Is responsiblefor all drainage and storrawater Issues as provi4ed by Chapter 236 of the Town Code.APPUCATION 15,HEREBY MA 6E to the Building Department for�t�he Issuance of,a Building,Perm It putsuant,to the W, Idlift Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicabble,Laws,,,Ord1hances or Regulations,for the con—struction 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 210AS of the New York State Penal Law. App lication Submitted By(print je)p ElAuthorized Agent @150wner 13 n1t Signature of Applicant Date. /f 3 STATE OF NEW YORK) SS: COUNTY OF<,. Off 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 app lication;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of C-w r*k 20" otary Public Bdmeyluba PROPERTY OWNER AUTHORIZATION xo"ft ut-suftOMMYO& (Where the applicant is not the owner) No.01JU,6422"4 QwMod mi Suffilk,CW*MY C*mmW, ,W,E*=11-21-2029 residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.., Owner's Signature Date Print Owner's Name 2 ---------- TM he l b RES �I I I Compliance Certilficate Project information Project Title: Basement Addition to:4832 Youngs Avenue,Southold Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Southold,New York Construction Type: Single Family Project Type: Addition Project Sub Type: None Glazing Area: 100% Climate Zone: 4a(5572 HDD) Project No: 1842598 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 4832 Youngs Avenue PO Box 1253 Tom Baccarella Southold,NY 11971 Zachary T Clanahan Architect 159 Rt 25A West Bldg Suite B Southampton,NY 11969 New York Building Technology Group (631)379-8435 Miller Place,New York 11764 zacharyclanahan@gmail.com 631-495-0289 info@nybtg.com Project Notes: Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report bate: 3/19/26, 10:30 AM 1 of 13 Envelope Assemb es Gross Prop. Req. Assembly Area or Cavity Cont. U_ U_ Prop. Req. Perimeter R-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Conditioned Bsmt Walls to Amb- 889 18.0 7.0 0.035 0.050 29 42 2"HD Foam+R13 Batt,2x4-.Solid Concrete or Masonry Wall height:8.00 Insulation depth:8.00' Insulation position:Integral Insulation bsmt-existing csmt window unit 38 0.290 0.270 11 10 (yr 2024):Wood Frame SHGC:0.29 bsmt-1/4 lite solid swing door- 21 0.300 0.270 6 6 egress:Solid Door(under 50% glazing) 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. Digitally signed by Tom Baccarella D N:cn=Tom Bacca rel la,o=New York Building Technology Group,ou, emall=Tom@nybtg.com,c=US Tom Baccarella Date:2026.03.19 14:58:10-04'00' 3/18/2026 Name-Title Signature Date Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 2 of 13 Inspection Checklist ..................... Energy Code:2025 Energy Conservation Construction Code of New York State Requirements:100%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 dra'wins�and Complies 105.2 documental ion demonstrate Does Not [PR1]1 energy code compliance for the building envelope.Thermal Pomply envelope,alf barrifers,energy Not credits.renewable energy. 93servable 601ttery storage,solar read Not systems and energy corn I ance path represented6n Wplicable con,struction documents,, 105J, Construction drawings,anal Complies 105.2, documentation demonstrate, Does Not 403.8 energy code,compliance for [PR3]1 f ghting,and mecIianital, Pomply systems.Systems servIng Not 11 multipledwelling units must, Uservable demonstrate compliance,with Not the IECC Commercial Provlsiolns. Ppplicable 302.1, HeatinTand colotin quil" ment Heating: Heating: Complies pe 403.7 is a P, BtuJhr Btuffir i per A( S Does Not [PR2]-I based on loads calculated per I ACCA Manual, or other methods L---j I�J Comply approve by J I p ie code official. Cooling: Cooling: Not Btu/hr BtyL.hr 9servable PNot plicable Additional Comments/Assumptions: ........... 1 Hi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 3 of 13 Foundation Inspection Section Plans Field Verified Verified Req.11) Foundation Inspection Value Value Complies? Comments/Assumptions 303.2 Conditioned basement wall Complies [F05]1 insulation installed per manufacturer's instructions. Does NatPomply Not servable (�]Not applicable Complies Exception:Requirement 403 8. Systems serving'multiple [F191]2 dwelling units cornplywilth is,not applicable. Sections C403 and C 4.04 of the Does Not commercial code. Pmply QNot serva ble ONot pplicable 403.9.1 H,eatings,ystems,Installed for Complies Exception:Requirement [F1921;1 outdoor heatin� are,radiant is no systems cont Illed by Does Not occupancy sensing or timer Pomply switch,. Not Qservable ONot pplicable 403.9.2, Snow and ice-melting system Complies Exception:Requirement 403.9.3, controls installed to shut off Does Not is,not,applicable. 403.9.4 system when pavement Pomply [F192]2 tem perature>5 OF a n d n o Precipitation or automatic Not controls to shut off the system Qservable when outdoor temperature> 40F. NotPpplicable 303.2.1 A protective covering is C)Complies ceptlon:Requirement [F011)2 in,�tafted to protect ex osed F�Does Not is,, ot applicable. exterior Insulation ar Textends 610mply a minimum of 6 in.below grade. QNot servable n Not applicable 402.2.9 Conditioned basement wall ft Complies See the Envelope [F0611 insulated in accordance with f I ft s Not Assemblies tablfor Table R402.1.3 with insulation Pmolpy values depth the minimum of 10 ft below grade or to the basement Not floor. Qservable ONot plicable Additional Comments/Assumptions: t(Tier 1) J.2_ Medium Impact(Tier 2) 3 Low Im2act(Tier 3) Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 4 of 13 Framing / Rough-in Inspection Section Plans Field Framing/RO h-In Verified Verified &Req.11) Inspectiol Value Value Complies? Comments/Assumptions 303.1.3 U-factors of fenestration Complies [FR4]1 products are determined in Does Not accordance with the NFRC test Pomply procedure or taken from the default table. Not Uservable PNot pplicable 402.5.1.1 Air barrier and thermal barrier 0 Complies [FR2311 installed per manufacturer's instructions. Does Not Comply 6Not servable PN of pplicable 402.5.3 Fenestration that is not site built 0 Complies [FR20]1 is listed and labeled as meeting AAMA/WDMA/CSA P Does Not o m joijA.S.2/A440 or has infiltration ply rates per NFR,C 400,that,do not Not exceed code limits. Qservable P Not pplicable 402.5.4 IC-rated recessed lighting E)Complies [FIRI612 fixtures sealed at Does Not housing/interior finish and Does labeled to indicate<2.0 cfm leakage at 75 Pa. Not observable PNot pplicable 403.4 HVAC piping conveyinq fluids Emoteption:Requirement R� ap R. 0 Complies [FR17)2 above 105 DF or chilled fluids Does Not plicable. below 55'IF are insulated to�>R- Pomply 3. 12Not servable PNot pplicable 403.6 Automatic or gravity dampers Complies [IFIR1912 are installed on all outdoor air Does Not intakes and exhausts for Pomply mechanical ventilation systems. ZNot ervable PNot plicable 403.6.1 Ventilation systems in climate 0 Complies Extepton:Requirement [FR30]2 zone 6 shall utilize heat or Does Not "is,not applicable. y energ recovery,with balanced 0 y ventilation and ai sensible m ply recovery efficiency(SRE)>= Not P 65%at 32 F. Observable Not Applicable 1403.3.3 Sup I and return ducts,in attics E)Complies Excu tion:Ducts located [FR12]1 Ins Ti Ile' d>=R-8 where duct is COMP etely insidie the >=3 inches in diameter and Does Not budding envelope,, >=R-6 where<3 inches. Pomply 9Not servable Not P plicable ................... .......... ......................... ................................... Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 5 of 13 fitly Section Plans Field Framing/Rough-In Verified Verified Req.11) Inspection Value Value Complies? Comments/Assumptions NMI" NO; 403.3.6 Ducts,air handlers and filter 0 Complies Exception:Requirement [FR13]1 boxes are sealed with Does Not Us not,applicable. joints/seams compliant with International Mechanical Code amply or International Residential Not Code,as applicable. Rservable Not Applicable 403.4.1 Protection of insulation on HVAC Complies Exception,:Requirement ot applicable. n [FR24]1- Piping. Does Not Pomply Not observable PNot plicable 403.5.2 Hot waterpipes are,insulated to Complies Exception-Requirement [FR18]2 1 Inch o insulation. R�_ Rq Does Not is not applic"able. Pomply 9Not servable PNot pplicable 402.5.5 Air-sealed electrical and Complies [FR29]2 communication boxes installed Does Not in the thermal boundary of the envelope sealed.....to limit air Comply leakage between conditioned Not and unconditioned spaces. Qservable UNo plicable 403.3.1 Duct systems are desi n and Complies Exception:Requirement [FR12]1 sized in accordance wqlh ACCA Does Not is not applicable. Manual D based on HVAC sizing calculations in R403.7.Duct Pomply systems serving multiple Not dwelling units,is sized in R)servable accordance with ASHRAE Handbook of Fundamentals, Not ACCA Manual D or an equivalent Ppplicable methodology. 403.3 Duct systems are design and 0 Complies [FR3111 sized in accordance with ACCA Does Not Mbnual D.Duct systems serving Complymultiple dwellin units,is,sized In,accordance Vith, ASHIRAE Not Handbook of Fundamentals, Qservable ACCA Manual D or an equivalent methodology., Pp Not plicable 402.1, Door U-factor. U= ❑Complies Seel the Envelope 402.4.4 Does Not Assemblies table for [FRI]' �mply values QNot serva ble PNot plicable ti 402.1, Glazing U-factor(area-weighted U_11 Complies Seethe Envelope 402.4.1, average). Does Not Assembliestable)for 1402.4.3, values Pomply '402.6 [FR2]1 Not observable PNot plicable Additional Comments/Assumptions: Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 6 of 13 ...... ..... ------------------- 1 High Impact(Tier 1) 2 Medium Impact,(Tier 2) -1.3 '1 Low Impact(Tier 3) Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 7 of 13 Insulation Inspection Section Plans Field # Verified Verified Comments/Assumptions &Req.ID Insulation Inspection Value Value Complies? 303.1 All installed insulation is labeled Complies [IN13]2 or the installed R-values Does Not provided. Pomply ��Not servabie Not pplicable 303.2 Wall insulation is installed led per Complies [IN4]1 manufacturer'siristruictins. Does Not Comply PNot oservable PNot plicable 402.1, Wall insulation R-value.If this is Complies See,the Envelope 402.2.6, a mass wall with at least 1/2 of Does Assemblies table,for 402.2.7 the wall insulation on the wall E]Wood Woo d amply Not values [IN3]1 exterior,the exterior insulation Mass Mass requirement applies(FIR10). Not EJ Steel Steel Uservable PNot pplicable 402.2.3, Wood attic knee walls or roof E)Complies E :Requirement 402.2.3.1 trusses separat!ng conditioned P Does Not is not applicable. 'dWon,ed attic [IN14]1 space,from uncon omply space comply with the Insulation requirements in Table Not R4,02.1,3.Attic knee,walls contain an air barrier between �servable the conditioned and Not unconditioned space. Ppplicable Additional Comments/Assumptions: High Imeact(Tier 1) 11-2....................1 Medium Impact(Tier 2) 3 Low ImDact(Tier 3) Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 8 of 13 Final, Inspection Provisions Section Plans Field Verified Verified &Req.ID Final Inspection Provisions Value Value Complies? Comments/Assumptions 303.3 Manufacturer manuals for ED Complies Exception:Requirement [F118]3 mechanical and water heating Does Not is not,applicable. systems have been provided. Pomply Not Oservable PNot applicable 403.1.2 Heat pump supplementary C]Complies ExceptJon:Requirement [F110]2 heat contro Does Not is to,prevent Is not,applicable. StIpplernental heat when heat�heump compressor can serve Pomply heating load. Not Qserva ble 0 Not pplicable 403.2 Hot water boilers have Complies Exceptioq:Requirement [F126]2 automatic outdoor setback Does Not is n6f app licable. control to lower boiler water Pomply temperature based on outdoor temperature,indoor Not temperature or water Pservable temperature sensing. Not Oplicable Air handler"leakage desigated ,403.3.6.1 0 Complies Exception:Requirement manufacturer at<=2 of is not applicable. by [F124]1 design air flow. Does Not 2ornply QNot servable 1 07�Not p plicable 403.3.7 Ducts are pressure tested in C)Complies Exception,:Requirement [F127]1 accordance wilth is not"applicable. ANEI/RESNET/ICC 380 or CfM/100 ft2 CfM/100 ft2 Does Not Pomply ASTME1554 to determine air leakage with e"then Rough-in Not test:total leakage,measured @servable with a ressure differential of Not 01 inc9 W.g,across the system includin the manufacturer's, Opplicable air hand?e'r enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differentiat of 0.4 inch W.g,across the entire,systern including,the manufacturer"s, air haner,enclosure,,, 403.3.8 Duct t�i�htness test result of CompliesException:Requirement [F14]1 <=4 m/100 ft2 across the Does Not is not'OAplfcable. system, or 3 cfm/1 00 ft2 CfM/100 ft2 cfm/100 ft2 without air handier,@ 2'5 Pa,. Comply tightness<=8 cfm/'100 Not ft2,for,I ducts,within thermal, Uservable envelope.,For,rough-in tests, veriftation may need to occ'Ur Not during,,,,F',raming�inspect'ton. PPplicable 403.5.1 Circulating service hot water. Complies 'Exception,:Req uirement [F11112 systems have automatic or isnot applicable. Does Not accessible manual controls, Pomply Not servable PNot plicable 403.5.1.1.1 Demand recirculation water Complies Exceptlon:Requirement [IF132]2 systerns have!autornatic Does Not Jis,not applicable. co ntrols trol's to start purnp when hot water Is requested. 0 mply ❑Not OservabIle PNot P plicable .................. ............................ .................................................................. ................ .................... .................... Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 9 of 13 Section Plans Field Verified Verified Req.11) Final Inspection Provisions Value Value Complies? Comments/Assumptions 403.5.1.1 Heated water circulation 0 Complies Exception:Requirement [F128]2 systems havea circulation is,not applicable. p I ump.,The,system return pipe Does Not is a dedicated relturn pipe,or a Pomply cold wa ter supply pipe."G ravity Not and,Cher mos,-syphon circulation 93servable Zs, stems.are not,present. cwntrols for circulating hot Not water withsialstem pumps,start the Oplicable pump f6r hot water demand within the occupancy. Controls automatically turn off the pump,when,water is In, circulation loop is,at set-point t�emperaturea,nd no demand for hurt water exists.,, 403.5.1.2 Electric heat trace svtems 0 Complies E:xceptiop:Requirement is not,a plicable. [F129]2 comply with,R J or UL Does Not P 515.Controls auto m atica 11,'V Pomply adjust the energy input.to the beat tracing:to maintain the Not desired waterternperature,in Rservable the pipling., Not Opplicable 403.5.3 Drain water,heat recovery E)Complies Exception,:Requirement [F131]2 units tested in accordance with Does Not is not applicable. CSA 1355.1.Potable water-side Nressure loss of drain water Pomply eat recovery units<3 psi for Not individual units connected to Rservable one or two showers.Potable Not Water-side,pressure loss of drain water heat recovery units Not <2 psi for individual units connected to three or more showers. 401.3 Compliance certificate posted 0 Complies [F17]2 with building specifications. Does Not comptiance path,R408 energy credits,res6lts and solar ready Pomply zone if provided. Not Pserva ble Not applicable 403.6.2 All mechanical ventilation 0 Complies [F125]2 system fans not pa ventilation tested and listed 14 Does Not m V equip Po meetefficag and air flow mply limits per e R403.6.2. Not 93servable Not Applicable 403.6.3 Mechanical ventilation systems 0 Complies [F1133]2 tested and verified to meet the Does Not minimum flow rates required by Section R403.6. Pomply 9Not 3servable PNot plicable 403.6.5 Intermittent exhaust for 0 Complies [F134]2 bathrooms/toilet rooms has Does Not automatic control,occupant sensor control,humidity Pomply control or contaminant control. Not Poservable ONot plicable 403.7.1 Electric resistance heating total '0 Complies [F16]1 capacity-for dwelling units, Does Not sleeping units,and,accupanices. Does in the building c�=2,0 kW. UNot serva ble Not Applicable .......... ............ ............... Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 10 of 13 Section Plans Field # Verified Verified &Req.ID Final Inspection Provisions Value Value complies? Comments/Assumptions 403.13, Gas,fireplaces,equipped with C]Complies Exception:Requirement 403.13.1 on-dernand pilot,'16tbrmittent is not applicable. 11 1 ninon[F13F5]3 on orinterruptedi nition Does Not .In l p I a c e e ' n >59%In amply accordancewft,h�S'A R4.1 Not Qserva ble O Not applicable 1404.1 100%of permanent fixtures Complies [F1611 have high efficacy lamps. Does Not omply QNot servable ONot pplicable 404.1.2 'Exterior lighting power is below E)Complies [F135]3 the allowable wattage in Table Does Not R404.1. Pomply QNot servable PNot pplicable 404.1.5 Fuel gas,li ghting systems have E]Complies Exception:Requirement [F123]3 no continuous pilot light. is not applicable. Does Not Comply PNot Oservable ONot pplicable ................ 404.2.1, Permanent interior llhtin 0 Complies 404.2.2 %.--1 ? s h a I I be control led' ,he r a[F136]3 manual dimmer,occupancy Does NotPomply sensor or auto shut off control based on occupancy built with Not manual override. Qservable PNot pplicable 404.3 Exterior lighting>=30 watts Complies [F137]3 shall have the following Does Not controls:manual on/off switch with,autornatic,shut-off, Pomply autornatic shut-off,in daylight Not hours,and controls that Qservable override automatic shutoff that Not returns to automatic control within 24 hours. Not 404.4-'Where renewable energy Complies Exception:Requirement en [F136]3 eration equit mentis Is not applicable. Pnstalled,,signe �,�attestationfor, Does Not renewableenergy,credits, pomply (REC's)or energy,attributable� Not certificates(EACs)assocfate,d Poservable with the renewable,energy used for corn,lpfiance are, M Not providledto the code official. Xpplicable 402.5.1.3 Blower door test @ 50 Pa. ACH 5,0 AC H 50 Complies [F117]1 <=3.0 ACH50 in Climate Zones Does Not 4-5 and<=2.5 ACH50 in Climate Zones 6. Pmply 9Not serva ble ONot plicable 403.1 1 Programinabille thermostats Complies [F[9)2 installed for control of primary Does Not heath and cooling systems Pomly a nd'I 21,ja I ly set by p , manufactuIrer,to code Not specifications. 5bservable PNot pplicable Additional Comments/Assumptions*, Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 11 of 13 HJ9,h Impact(Tier 1) 2MediUM IMDact(Tier 2) --- 3 _j Low Impact(Tier 3) Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 12 of 13 2025 Energy Conservation Construction Code of New York State Energy Efficiency Cerdifificate ifflem M Above-Grade Wall 0.00 Below-Grade Wall 25.00 Floor 0.00 Ceiling/Roof 0.00 Ductwork(unconditioned spaces): Imm'1111"IA Window 0.29 0.29 Door 0.30 Skylight 0.00 Nil V Mij i I ----------------- M11 MM 7 Heating S ystem: Cooling System: Water Heater: Name: Date: Comments: Report Title: Basement Addition to: 4832 Youngs Avenue, Southold Report Date: 3/19/26, 10:30 AM 13 of 13 Los 0Z 0-00 1336US Y 3 VYI fel 606 XOS '0'd �ou'auiluo�do@At 9Alnso/uooad :Ilow3 L6L t—99L (IF9) Xdd OZ09-99L 0f9) a'd "SYOA3A1 OIN003d Ito d 0—Z7 t I GO 'ON,SI7 S�'N °�� ' � 9196* 'ON '017 Sit iV �"� owk .. ,. 8160,311, N3d N37i01H0 " QC� 7r g3HS M3l� 3�" 30 sc -� Q (AINO NOIIVO1 81 3SnOH f'1 dO3 1-13M) 113M y:f 03HS Q ~� d YVda N •� � ox GVIS'ONOO NO d03 1OOd (3 �r V5 30N3J x OdQO 3�yQ15 NXOOOM P Q N ;Q� . v 0/0 is 1NVOVA �M r "M3A0 d 0 3N 0 -60 7�3 oMd `� O ".a 3 0 Ic 3snc ,�, S11Nn r ad Is ed7l �1 NVl -13n3 Jan /'k p4 3 r� 'SNV6i 10313 ,9'0* =NOIiVA313 � Z 2GGv nN � `Q MXmb I 1 3`IOH1S31 NOISIA108f1S 1 � � NOWWN3 d313 ,O j � VI *q (loom DnVA\ OQ'Q��' ,�. ..-• ''"' S1NIK3SYJ )\iniin �13H10 (INV 3Nn Jlift 31`80d�A00NI Ol XVM 30 1H012J ,SZ �. — �(SNOISLA38) *ZOZ '*I 782J �► ..-- (NOISM38) *ZOE ? '83-d SONI8 (AgiynS 7VN3) *WE "* AydnNdr (007 NOLL ON.I) ft OZ "f wvr WWI in0 3xvLs ZZOZ "5't d3an-7AON (s"NOISt 3d t we Ve 3Nnr (s rc,SIB aJ tZOZ **I AVN (NV7d 31IS/03S0d0Nd) 13700' "z A Vn (SNOISIA38) Me *I 838W3030 (©30GY NOU °OLIL 83",0) Me "f 83OH3030 OZ"0z" 9't 838ON 09=0 T -Y7YOE 9 T'8-00-99--000 r *A X `A�LNf2OD X70JJf2S (T70H,LI2 JO N.M OIL (T'Tn l U'.T.n n.(z .T.v i Ly sje GY L7 ,r Awl L �S D GENERAL NOTES APPLICABLE CODE NOTES SYMBOLS LEGEND PROJECT INFORMATION ALL NEW WORK TO CONFORM WITH THE 2025 RESIDENTIAL CODE OF NYS & 2025 ENERGY 11. ALL SECOND FLOOR WALLS WHICH BACK UP TO VENTILATED ATTIC SPACES, TO IRC TABLE 301.5 IRC TABLE R502.3(2), R802.4(1) AND R802.5.1(3). DIMENSIONAL SCOPE OF WORK CONSERVATION CODE OF NYS ENERGY CONSERVATICA CODE WHERE APPLICABLE. PREVENT INFILTRATION OF COLD AIR INTO THE HOUSE: LUMBER MAXIMUM SPANS 11.1. THE CRACK BETWEEN THE PLYWOOD SUB FLOOR AND THE WALL SHOE SHALL BE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS RENOVATION TO RESIDENCE CAULKED OR FILLED WITH FOAM INSULATION. DIMENSIONAL LUMBER DESIGN CRITERIA 0- WALL TYPE INDICATOR; SEE SHEET A-101 GENERAL1WORK SHALL BE PERFORMED IN )ACCORDANCE WITH THE REQUIREMENTS OF THE 11.2. CONTRACTOR SHALL DOUBLE CHECK THAT ALL FIBERGLASS INSULATION IS FIT USE LIVE LOAD CONSTRUCTION TYPE: V-B AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICTING REQUIREMENTS, USE THE SNUGLY INTO ALL STUD SPACES, PARTICULARLY THE SMALL AND ODD SIZE MAXIMUM SPAN SPRINKLERED: NO,, MORE STRINGENT (REQUIREMENT. SPACES. ALSO CHECK THAT NO INSULATION HAS BEE DISLODGED JUST PRIOR TO DECKS 140SF X WINDOW TAG FIRE ALARM SYSTEM: NO,, 2. NO DEVIATION FROM THE DESIGN DRAWINGS SHALL BE MADE WITHOUT THE WRITTEN SHEETROCKING. SPACING APPROVAL OF THE: ENGINEER. 11.3. ANY ELECTRICAL BOXED PLACED IN SUCH WALLS SHALL BE AN AIR INFILTRATION PASSENGER & VEHICLE GARAGES 150SF FLOOR JOISTS CEILING JOISTS RAFTERS OCCUPANCY GROUP: R-2 3. VERIFY ALL DIMENSIONS, ELEVATIONS, AND ALL OTHER ITEMS REQUIRED FOR THE BLOCKING TYPE, OR SHALL BE SPRAYED FROM BEHIND WITH FOAM INSULATION SO 40#LL-10#DL 10#LL-10#DL 20#LL-10#DL ZONING R-20 RESIDENTIAL VARIOUS TRADES, AND ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THAT AIR CANNOT INFILTRATE AROUND THE WIRES OR OTHER HOLES INTO THE ATTICS WITHOUT STORAGE 10SF - ALL DISCREPENCIES SHALL BE COORDINATED WITH THE ENGINEER. BOX. ATTICS WITH STORAGE '20SF 2x6 ® 16" C C 9'-1" 16'-6" 14'-2" 1 APPLICABLE CODES 4. ALL MATERIALS SHALL BE NEW AND OF BEST QUALITY, AND ALL WORK SHALL BE 11.4. ALL PLUMBING SUPPLY LINES OR WASTE TRAPS SHALL BE KEPT OUT OF THESE 2x8 ® 16" C C 12'-0" 21'-g" 17'-11" A-101 DETAIL CALL-OUT 2025 NY RES. CODE AND 2025 IRC EXECUTED IN ACCORDANCE WITH THE BEST ACCEPTED TRADE PRACTICES AND AS PER VENTILATED ATTIC SPACES AND IF PIPES RUN IN ANY ADJACENT FLOORS OR ROOMS OTHER THAN SLEEPING ROOMS �40SF - -- TOWN OF SOUTHAMPTON ZONING MANUFACTURER'S (REQUIREMENTS AND RECOMMENDATIONS. WALLS THEN THE BAYS SHALL BE SEALED WITH A LAYERS OF 2" FOAM SLEEPING ROOMS ;30SF 2x10 ® 16" C C. 15'-2" 26'-0" 21'-11" 5. UNLESS OTHERWISE NOTED, PROVIDE ALL MISCELLANEOUS FASTENERS, HARDWARE, AND INSULATING BOARD IN ADDITIONS TO THE REGULAR FIBERGLASS. THIS BOARD 2x12 ® 16" C C 17'-7" 25'-5" CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: ACCESSORIES AS (REQUIRED FOR COMPLETE INSTALLATION, EVEN THOUGH SUCH ITEMS SHALL FULLY COVER THE BAYS AND SHALL BE FULLY CAULKED TO ELIMINATE AIR STAIRS 440SF A A MAY NOT HAVE BEEN SPECIFICALLY MENTIONED IN THE DRAWINGS. FLOWING THROUGH CRACKS INTO THE BAYS WHERE THE PIPS ARE. NOTE AREAS 1. ALL DIMENSIONAL LUMBER SHALL BE #2 DOMESTIC HEM FIR OR q_10t q_101 SECTION INDICATOR FULL GROUND SNOW LOAD: 25 PSF 6. ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. WHERE PLANS CALL OUT DOUBLE STUD WALLS. GUARDRAILS & HANDRAILS '200SF BETTER. STRUCTURAL FRAMING: E=1,600,000 & Fb = 1500FLOOR ULTIMATE WIND SPEED: 130 MPH 7. ALL EXISTING CONDITIONS DATA PROVIDED BY THE OWNER FOR THE PRODICTION OF JOISTS: E=1,400,000 & Fb=1200 SEISMIC DESIGN CATEGORY. B THESE DOCUMENTS ARE ASSUMED TO BE ACCURATE AND COMPLETE. AIR LEAKAGE 2. PROVIDE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL PARTITIONS WEATHERING: SEVERE 8. ANY DAMAGE DONE TO FINISHES DURING CONSTRUCTION IS TO BE REPAIRED. FOLLOW SECTION R402.4 FOR AIR LEAKAGE. THE BUILDING THERMAL ENVELOPE SHALL SECTION R602.10. INTERIOR WALL BRACING. BRACED WALL PANEL UNLESS NOTED OTHERWISE ON PLANS A FROST LINE DEPTH: -35.6 INCHES 9. CONTRACTOR SHALL TEMPORARILY SUPPORT EXISTING CEILING FRAMING SYSTEM PRIOR BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF CONSTRUCTION TO BE MIN I" THICK GYPSUM BOARD ON BOTH SIDES OF 3. PROVIDE CROSS BRIDGING AT FLOOR JOISTS ® MAXIMUM 8'-0" O.C. A-101 SECTION INDICATOR PARTIAL TERMITE: MODERATE TO HEAVY TO WALL DEMOLITION. SECTIONS R402.1 THROUGH R402.6. " 4. ALL MEMBERS SHALL BE MINIMUM SIZE AND SPACING PER WINTER DESIGN TEMP: 7 DEG F 10. THESE NOTES DO NOT COVER ALL ASPECTS OF CONSTRUCTION AND ADDITIONAL WOOD STUDS SPACED 16 OC AND FASTENED O.C. WITH MAILS IN ICE SHIELD UNDERLAYMENT. REQUIRED INFORMATION WILL BE SUPPLIED BY C�HRIS NUZZI OR APPROVED PERSONS. PAINTING ACCORDANCE WITH TABLE R602.3 (1). MINIMUM LENGTH OF BRACED WALL SCHEDULE UNLESS OTHERWISE NOTED ON PLANS FLOOD HAZARD: YES 11. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD. 1. INTERIOR WALLS AND CEILINGS TO RECEIVE ONE PRIMER AND TWO FINISHED COATS OF PANEL TO BE 48". FASTENERS TO MEET THE REQUIREMENTS OF TABLE AIR FREEZING INDEX: 1,500 OR LESS 12. CONTRACTOR SHALL CALL TO THE ATTENTION OF THE ARCHITECT OR GENERAL BENJAMIN MOORE REGAL WALL SATIN. R602.3 (2) A CLIMATE ZONE 4A CONTRACTOR ANY DISCREPANCIES OR ERRORS IN THE DRAWINGS OR SPECIFICATIONS 2. INTERIOR DOORS, BASE AND CASINGS TO RECEIVE ONE PRIMER COAT AND 2 COATS OF IRC TABLE R502.5(1) AND R502.5(2) - MAXIMUM SPANS FOR HEADERS A-101 ELEVATION INDICATOR (EXTERIOR) ACCESSIBILITY- NOT REQUIRED WHICH MIGHT NAME A BEARING ON THE WORK. BENJAMIN MOORE WHITE SEMI-GLOSS OIL BASE PAINT. IN BEARING WALLS 3. EXTERIOR TRIM, WINDOWS AND DOORS TO BE PRIMED AND FINISHED WITH TWO COATS MIL OF EXTERIOR PAINT. ALL EXTERIORS AND TRIM TO MATCH EXISTING. WALL BRACING DIMENSIONAL LUMBER DESIGN CRITERIA CIVIL 1. CONCRETE SHALL BE MINIMUM 3000PSI 4. OPTION FOR ANY ADDITIONAL COLORS TO BE CHOSEN BY OWNER. SITE ELEVATION: 39 FT ABOVE SEA LEVEL 2. FOOTINGS SHALL 13E SIZED AND REINFORCES) ACCORDING TO DRAWINGS AND SHALL BE 5. GARAGE .AND UNFINISHED BASEMENT FLOORS TO BE PAINTED. CONDITION TYPE OF AMOUNT OW WASTE: SEPTIC BUILDING WIDTH NORTH MINIMUM OF 3'-0" BELOW GRADE. BRACE WATER SERVICE: WELL 3. FOUNDATION WALLS SHALL BE REINFOIRCED AND FORMED TO THICKNESS AND HEIGHT WINDOWS & EXTERIOR DOORS HEADER SUPPORTING SIZE 20'-0" 28'-0" 36'-0" FUEL SERVICE GAS INDICATED ON DRAWINGS WELL VIBRATED AND/OR RODDED. SET 1"006" LONG HOOKED 1. AS SPECIFIED ON PLANS, INSTALLED TO MANUFACTURERS SPECIFICATIONS ONE STORY METHOD 3 1 30% MIN. EA END AND 0 25' O.C. ROOF AND CEILING 2 - 2x4 3'-6" 3'-2" 2'-10" ABBREVIATIONS ANCHOR BOLTS 12" FROM EACH LEG OF EACH CORNER AND AS PER SHEET #I.D. 2. REFERENCE ENERGY PERFORMANCE DATA OF EACH UNIT AS SPECIFIED IN ENERGY ' . TOP OF TWO STORY METHOD 5 45% MIN. EA END AND 0 25' O.C. 2 - 2x6 5 -5" 4' " '-8 4-2" 4. FLOOR SLABS OVER TAMPED AND EVEN SUB-GRADE LAY 6 MIL THICK POLYETHELENE CODE COMPLIANCE REPORT AFF ABOVE FINISHED FLOOR VAPOR BARRIER AND POUR 3,000 PSII CONCRETE. BETWEEN SLAB AND CONCRETE 3. CONFIRM FENESTRATION U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT (SHGC) + » » AHJ AUTHORITY HAVING JURISDICTION DRAWING INDEX 4. WOOD UNITS TO BE PRIMED PINE INTERIOR & EXTERIOR UNLESS OTHERWISE NOTED 2 - 2x8 6'-10* 5 -11 5'-4* WALLS INSTALL �" THICK PRE-MOLDED ASPHALT IMPREGNATED EXPANSION FILLER. ALA. 5. EXTERIOR 3�" FLAT CASING NAILING SCHEDULE � " � " B.O.D. BASIS OF DESIGN GARAGE SLAB TO BE 4 THICK W/W.WI.F 6x6-W2.9xW2.9. INTERIOR SLABS TO BE 4 2 - 2x10 8'-5* 7 -3 6'-6" CL CENTERLINE GENERAL THICK W .W.F. 6x6-W2.9xW2.9. AND HAUNCH AT PERIMETER. 6. MUNTINS TO BE 1i" SIMULATED DIVIDED LITE ON KOLBE & KOLBE » " CLR CLEAR 5. BITUMIN APOR BARRIER ON ALL EXTERIOR CONCRETE WALLS. 7. WINDOW HARDWAR TO BE WHITE UNLESS OTHERWISE NOTED MATERIAL FASTENER SPACING 2 - 2x12 9 -9 8 -5 7'-6*_ CMU CONCRETE MASONRY UNIT 8. SCREENS TO BE WHITE UNLESS OTHERWISE NOTED » » »+ » + » 1.a COVER SHEET 9. L.C.C. HEAD AND SILL FLASHING, MEMBRANE JAMB FLASHING 1/2 WOOD 6d COMMON 6 O.C. EDGES, 12 O.C. 3 - 2x10 10'-6" 9 -1 8-2 CONC CONCRETE METALS STRUCTURAL PANEL NAIL " CONE CONFERENCE 1.b AIR SEAL DETAILS 1. STEEL SHALL CONFORM TO ASTM A57;2-50 AND AISC SPECIFICATIONS. INTERMEDIATE STUDS 4 - 2x12 14-1 12 -2 10-11 CJ CONTROL JOINT 1.c WIND STRAPPING 2. STEEL BEAM BEARING ON CONCRETE !SHALL BE NO LESS THAN 4" INTERIOR DOORS 1/2" GYPSUM BOARD 1 1/4" SCREWS 4" O.C. EDGES 8" 1O.C. EWC ELECTRIC WATER COOLER 1.d CODE SHEET 3. FLITCH PLATES SIZED AS INDICATED OIN DRAWINGS. PRE-DRILL ALL REQUIRED HOLES 1. "MDF" INTERIOR DOORS - 1;i" FOR 7'-0" & 8'-0" HIGH DOORS ' DWG DRAWING 1.e CODE SHEET BEFORE DELIVERY TO SITE. FASTEN TO SURROUNDING WOOD MEMBERS WITH 1"0 BOLTS 2. BALDWIN OR EQUIVALENT SOLID BRASS HINGES & SQUARE BUTTS. TYPE W OR INTERMEDIATE STUDS HEADER SPANS FOR INTERIOR BEARING WALLS EIFS EXTERIOR INSULATION AND FINISH SYSTEM AS REQUIRED. MOLDINGS ELEC ELECTRICAL 2.a EXISTING FOUNDATION PLAN. 4. STEEL COLUMNS SHALL BE STANDARD, WEIGHT, DIAMETERS AS SHOWN WITH STANDARD BUILDING WIDTH ELEV ELEVATION 2.b PROP. FINISHED LOWER LEVEL PLAN. CAP AND BASE UNLESS OTHERWISE INDICATED. PROVIDE ALL BOLTS FOR TOP AND 1. PROVIDE DYKES CROWN MOLDING #185 IN ALL FIRST FLOOR FINISHED ROOMS & ALL NEW CONSTRUCTION ® EXTERIOR ENVELOPE TO COMPLY Wmli TABLE " » » EXT EXTERIOR BOTTOM CONNECTIONS. HALLS (OR USE REIS 14D185) REFER TO PG. 1.B R402.1.2 HEADER SUPPORTING SIZE 20 -0 28 -0 36-0 FE FIRE EXTINGUISHER 3.a EXISTING FIRST FLOOR PLAN/ PROP. FIRST FLOOR CEILING 5. STEEL BEAMS SIZE AND WEIGHT INDICATED ON DRAWINGS. PRE-DRILL ALL REQUIRED 2. BACK PRIME ALL EXTERIOR TRIM AND RAILING PARTS » » FRAMING PLAN. 3. ALL BATHROOMS & MUDROOMS TO RECEIVE MDF WAINSCOTING 42" HIGH WITH TOP INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT HOR ONE FLOOR ONLY 2 - 2x4 3 -1 2-8 2 -5 F F FLOOR HOLE BEFORE DELIVERY TO SITE. BEiAM WEB STIFFENERS SHALL BE PROVIDED AT F.O. FACE FACE OF 4.a PROPOSED SECOND FLOOR PLAN/ PROPOSED ROOF PLAN. POINTS OF REACTIONS. SUPPORTED EI Y 31" O.D. STEEL COLUMN UNLESS OTHERWISE CAP (SEE DETAIL) CLIMATE ZONE 4A 2 - 2x6 4'-6" 3'-11" 3'-6" FRP FIBERGLASS REINFORCED PLASTIC 4.b PROP. SECOND FLOOR CEILING FRAMING PLAN/ PROP. ROOF '. " 4'-5" ICF INSULATED CONCRETE FORMS FRAMING PLAN. NOTED. 4. ENTRY HALL & STAIRSFIVE FLAT PANELING TO CHAIR RAIL HEIGHT FENESTRATION U-FACTOP, = 0.35 2 - 2x8 5'-9" 5-0 TNT INTERIOR DESIGN LOADS FLOOSINS SKYLIGHT U-FACTOR = 0.55 2 - 2x10 7'-0" 6'-1" 5'-5" MDF MEDIUM-DENSITY FIBERBOARD 4.c PROP. SECOND FLOOR ELECTRICAL PLAN. 1ST FLOOR DECK: LIVE=40 PSF + DEAD=15 PSF TOTAL LOAD WOOD FLOORING IN LOCATIONS AS INDICATED ON PLANS TO BE SELECTED ON GLAZED FENESTRATION SHGC = 0.40 OA OPEN ABOVE ; 6.a PROPOSED ELEVATIONS/ EXISTING ELEVATION. 2ND FLOOR DECK: LIVE=30 PSF + DEEAD=15 PSF = 45 PSF UNDERLAYMENT WITH ONE SEALER COAT AND THREE COATS OF POLYURETHANE. CEILING R-VALUE = 49 2 - 2x12 8'-1" 7'-0" 6'-3" RO ROUGH OPENING TOTAL LOAD ROOF: LIVE=20 PSF + DEAD=15 PSF = 35 PSF TOTAL LOAD DECKING WOOD FRAME WALL R-VALUE 20 OR 13+5 3 - 2x10 8'-9" 7'-7" 6'-9" S.O.W. SCOPE OF WORK 7 a PROP. SECTIONS A,B & C/PLUMBING RISER/GENERAL NOTES. FRAMING 5/4x4 (S3S) MAHOGANY, GENUINE MASS WALL R-VALUE = 8/13 SIM SIMILAR IT IS VERY IMPORATNT 1'0 FOLLOW MANUFACTURER'S SPECIFICATIONS FOR PROPER FLOOR R-VALUE = 19 SS STAINLESS STEEL 13VALUE = 10 INSTALLATION METHODS FOR ENGINEERED LUMBER MATERIAL TILE & STOIJE BASEMENT WALL R- STL STEEL 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL 1. FLOOR LOCATIONS INDICATED ON PLAN, MATERIAL TO BE SELECTED SLAB R-VALUE & DEPTH = 10, 2 FT. TOM TOP OF MASONRY GRADE NO.2 OR BETTER. 2. ALL SHOWER AND TUB AREAS TO BE 71L.ED TO CEILING (SEE FRAMING 18) CRAWL SPACE WALL R-VALUE = 10/13 TYP TYPICAL 2. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" 3. COUNTERTOPS AND TUB PLATFORM TOPS, TO BE DECIDED LION UNLESS OTHLRWISE NOTED AND OVER WITH TRIPLE UPRIGHTS. (R313.5.1) CARBON MONOXIDE DETECTORS TO BE INSTALLED AS REQUIRED 3. ALL HEADERS UNDER 6'-0" SHALL BE (2) 2x8 MINIMUM UNLESS OTHERWISE INDICATED HEATING & AIR-CONDITIONING AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING. 4. DOUBLE JOISTS UNDER ALL PARALLEL, PARTITIONS AND POINT LOADS UNLESS FOLLOW THE 2025 RESIDENTIAL CODE OF NYS & 2025 ENERGY CONSERVATION CODE OF ADDITIONAL SUPPORT IS NEEDED AS IINDICATED ON PLANS. NYS 5. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH FATED GALVANIZED METAL 1. MULTIZONE HIGH EFFICIENCY GAS FIRED FORCED HOT AIR HYDRONIC SYSTEM UTILIZING CONNECTORS BY SIMPSON OR APPROVED EQUAL WOOD-1-BEAMS AND LVL FAN COIL UNITS AND CENTRAL HOT WATER BOILER 6. ALL PRE-ENGINEERED LUMBAR SHALL, BE WOOD-I-BEAMS AND LVL PRODUCTS BRAND 2. HEATING AND AIR CONDITIONING TO BE INCLUDED FOR THE ENTIRE HOUSE EXCEPT AND SIZE AS INDICATED ON PLANS. GARAGE, INCLUDING FUTURE FINISHED ROOMS 7. ALL MULTIPLE LVL. PRODUCTS USED AS BEAMS AND GIRDERS TO HAVE 2 ROWS OF J"O 3. 1000 GALLONS LP GAS TANK GALVANIZED MACHINE BOLTS AT 12" O.C. CONTRACTOR MAY SUBSTITUTE GLU-LAM 4. SEPARATE HUMIDIFICATION SYSTEM TO FIRST FLOOR ONLY BEAMS (ANTHONY POWER OR EQUAL) USE A I* APB IN PLACE OF (2) 1;i" LVL'S AND 5. CONS OER OPTION FOR GEOTHERMAL SYSTEM A 51" APB IN PLACE OF A (3) 1j" LVL'S EXCEPT IN SITUATIONS WHERE THERE IS A PLUMBING CANTILEVER. 1. SUPERSTORE FOR HOT WATER, CONTRACTOR TO CONFIRM SIZE (OR NUMBER) BASED 8. WHERE WOOD GIRDERS AND BEAMS INTERSECT A WALL. DOUBLE PLATE SHALL BE CUT ON NUMBER OF BATHROOMS. TO ACCEPT THE BEAM. DO NOT NOTCH BEAM. 2. WATER SUPPLY - 2" MAIN FROM STREET, IF AVAILABLE 9. POINT LOADS SHALL BE MINIMUM OF 3 STUDS UNLESS OTHERWISE INDICATED. SYMBOL 3. COPPER PIPING FOR HOT AND COLD WATER LINES, PVC FOR WASTE AND VENT LINES. FOR POINT LOADS IS SHOWN ON DRAWWINGS, A SOLID BLACK SQUARE. CONSIDER OPTION FOR PEX SUPPLY PIPING. 10. ALL POINT LOADS SHALL BE TRANSFERRED DIRECTLY FROM POINT OF ORIGIN TO THERI~D BASEMENT. CESSPOOL �5 -t 10 )0) 11. WALL SHEATHING SHALL GO TO THE TOP OF TOP PLATE TO TIE PLATE TO COMPLETE SEPTIC SYSTEM AS SHOWN ON SURVEY APPROVED BY SUFFOLK COUNTY �' z�� t�� STUDS-PLYWOOD KNEEWALLS. l .a 12. STRAPPING TO CONFORM TO CURRENTr WIND CODS. HEALTH DEPARTMENT * � �� 13. 8' DROP CEILINGS. OVER ALL TUBS AND SHOWERS AND NICHES/RECESSES IN ALL ELECTRIC SHOWERS. 4. PROVIDE UNDERGROUND SERVICE, INCLUDING 4 PHONE LINES AND CABLE TV, 5. INCLUDE A CENTRAL VACUUM SYSTEM GYPSUM BOARD 6. PROVIDE SMOKE & CARBON MONOXIDE DETECTORS ACCORDING TO N.Y. STATED 1. i" WALL BOARD ON ALL WALLS AND CEILINGS. WALLS AND CEILINGS TO BE TAPED AND BUILDING CODE (TO BE SUPPLIED BY ALARM COMPANY) OF NEVI RECEIVE 3 COATS OF SPACKLE. 7. RANGE HOOD FULLY DUCTED TO EXTERIOR Exp.7.31.2026 2. MOISTURE RESISTANT AT LAUNDRY WALLS AND CEILING 8. NOTE AREAS HERE TV'S HAVE DESIGNATED CIRCUITS 3. ENTIRE GARAGE SHEETROCK AND SPACKLE, i" TYPE "X" FIRE RATED. INSULATION FIREPLACE & CHIMNEYS (AS SHOWN ON PLANS) BRICK TO BE SELECTED AS PER CURRENT NEW YORK STATE CODE, ,AND MUST CONFORM TO SECTION 402.4 AIR LEAKAGE IN 2025 ENERGY CODE GUTTERS & LEADERS 1. RAFTERS WITH CATHEDRAL CEILING USIE R-38 HALF ROUND COPPER, WITH COPPER LEADERS TO DRY WELLS. INSTALL HANGERS 2. FLAT CEILING AREAS USE R-38 BELOW SHINGLES 3. EXTERIOR WALLS USE R-21 CAVITY IMSULATTON 4. RIM JOISTS TO RECEIVE R-21 cjAR 5. EXTERIOR CONCRETE FOUNDATION WALL (FULL WALL INTERIOR SIDE): STAIR/RAILING COMPONENTS TO COMPLY WITH THE 2025 NYSR SECTION R311.7 STAIRWAYS 5.1. FINISHED BASE:MEPIT. AT MIN. 2" R-10 (XPS) RIGID FOAM INSULATION (SEAL JOINTS & SECTION R312.1 GUARDS. LJ SMITH PARTS - TO BE CONFIRMED WITH MRF'D RECOMMENDED ADHESIVE TAPE) 2x4 WOOD FRAME WALL W/GYPSUM 9. NEWELL• Ld-4270, PAINTED, STARTING VOLUTE REV. DATE REVISIONS BOARD AND LATEX PAINT (SEMI-PERMIEABLE). IF HIGHER R-VALUED IS DESIRED, R-13 10. HANDRAIL U-6400P, OAK, STAINED UNFACED BATT INSULATION WITHING CAVITY WALL NO POLYETHYLENE! 11. BALUSTER: U-5005, PAINTED 5.2. UNFINISHED BASEtiIENT & CRAWLSPACES: AT MIN. 2" R-10 (XPS) RIGID FOAM 12. TREADS: MATCH FLOORING INSULATION (SEAL JOINTS WITH MFR'D RECOMMENDED ADHESIVE TAPE) 13. RISERS: PAINTED CLEAR PINE OR POPLAR Qx xxxxxxx xxxxxxx 6. SLAB-ON-GRADE FLOORS WITH A SURFACE LESS THAN 12" BELOW GRADE, INCLUDING GARAGE, SHALL BE INSULATED W/MIN. 2" R-10 (XPS) RIGID FOAM INSULATION, 2 EXTERIOR SIDING 7. BETWEEN BASEMENT ANDD FIRST FEET HORIZONTAL AND FIRST FLOOR USE R-19 AT SILAB PERIMETER. 14. 8" VERTICAL PANEL SIDING TO MATCH EXISTING HOUSE, 6" EXPOSURE TO THE INSULATION8. SOUND WEATHER USING TYPE 316 STAINLESS STEEL NAILS MIN. 3D BOX 11" PROPOSED PLANS 9. ALL PIIP S AND DUCTS 1 IN FLOORS NT TO BE NSU TEp BEDROOMS POSITIONED IN 15. TYPE II (30#) FELT INSULATED SPACES TO MEET MEC CODE. 16. J" CDX PLYWOOD SHEATHING 4832 YO U N G S AVE 10. INSULATION AS LISTED HERE AND SHOWN ON PLAN PLUS PLEASE PRICE AN ALTERNATE 17. COMPARABLE AMOUNT OF INSULATION USING ROCK WOOL INSULATION SOUTHOLD NEW YORK CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA y COVER SHEET GROUND WIND DESIGNgE�gMC SUBJECT TO DAMAGE FROM SNOW DESIGIN WINTER ICE FLOOD ' AIR WINTER SPEED TOPOGRAPHIC SPECIAL WINDBOI FROST DESIGN BARRIER HAZARDS FREEZING DESIGN LOAD (MPH) EFFECTS DESIGN ONES CATEGORY WEATHERING DOH TERMITE TEMP UNDERLAYMENT INDEX TEMP a "� , ® ` DRAWN BY: AEG SHEET NO.: ' CHECKED BY: ZTC 25 130 B 1 B SEl/ERE MODERATE YES , TO HEAVY • ® y rs SCALE: AS NOTED I . a J'. "�° `� "i ISSUED DATE: 08-15-25 | | - l | -- -- ' / 8d NAILS 04"o.c. RIDGE CONNECTION 3 TYPICAL VENTING RIDGE DETAIL SEE 307.4 PITCH AND STEEPER,RAFTER SPAN UP TO 36' USE LSTA9 LC SCALE: 3" = V-0" CUT THROUGH CONNECTION W/ A TOTAL OF 8/10D NAILS " STUD BEAM ***FOR ROOF PITCH LESS THAN 7�2 CONSULT ARCHITECT WRAP INSECT SCREEN NAILS BASED ON (CONTINUOUS NOTE: WHEN A COLLAR TIE IS USED IN THE UPPER J� OF THE 6y BEVELED CEDAR FOR VENTING STUDS SHEAR WALL BEVELED CEDAR FOR VENTING ) ROOF SYSTEM W/ A MIN. OF 5 10/D NAILS PER CONNECTION THE FINISHED WOOD CAP ,y� REQUIREMENTS � (45 DEG. ANGLE CUT EVERY 12" O.C. RIDGE STRAP DOES NOT HAVE TO BE USED WIDTH OF VENT IS 4" WIDE) 5" L.C.C. FLASHING W/ 3/4" BENT EDGE RAFTER TO PLATE TO STUD 1 x 3 SPRUCE LATH qiR FcOW (VERTICAL AND HORIZONTAL) W/ A L30 W/ A MIN OF 4-10D NAILS 16" O.C. lX3 SPRUCE VERTICAL LATH RAFTERS WITH A SPAN UP TO 36' USE H7 RAFT—R—MATE—ATTIC RAFTER VENTS BY e ® RAFTER SPACING 4" 8" 4" NO CEILING CONNECTOR W/ 4-8D'S IN RAFTER, 2-8D'S IN OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE DIAPHRAGM CENTER 2x BLOCKING PLATE, 8-8D'S IN STUD INSTALLED BEFORE SPAY—FOAM. REQUIRED ON SHEATHING JOINT ADEQUATELY FASTEN TO SUPPORT SPRAY—FOAM ADEQUATE CONNECTORS & , CURING. STRAPPING TO CODE '9 PLAN VIEW JJ AN ON GABLE FACE ANDOD ON WALL BELOW 1/2" PLYWD. P�� TAPERSAWN ROOF SHAKE AS <O BASED ON SHEARWALL REQUIREMENTS W/ 30# FELT AS PER SPEC. PER SPEC. AT 5 1/2" EXP. q% GABLE ENDWALL 1X3 SPRUCE HORIZONTAL LATH ® 5 6 BALLOON FRAMING DETAIL \G-l� ` �8y• 1/2" O.C. SPACING III I.0 SCALE: 3/4" = 1'-0" 1/2" PLYWD. 0 0 W/ 30# FELT AS PER SPEC. The new Residential Code of New York State refers to the American Forest Paper Association publication "Wood Frame Construction Manual (WFCM), RIDGE DETAIL High Wind Edition." The contractor and framing foreman should be familiar REFER TO ROOF FRAMING with this manual and be responsible for building in conformance with it. SHEET FOR RIDGE BEAM SPEC. The WFCM has a chart which describes the required nailing or stapling HEADER TO TOP PLATE TO RAFTER CONNECTION1 connections between all structural members. This page is a diagram of R TO PLATE TO HEADER CONNECTION TO BE MADE W/H6 typical strapping applications for high wind uplift and lateral forces. Please ORS W/ MIN OF 8-8D NAILS W/ A L30 W/ MIN. OF 10D LS BETWEEN RAFTER TO PLATE CONNECTION consult the architect if there are specific conditions which are not covered in the manual or on this diagram page. HEADER TO JACK KING STUDS RAFT-R-MATE-ATTIC RAFTER VENTS BY OWENS CORNING CONTINUOUS FROM SOFFIT TO RIDGE NOTE:ALL NAILS AND STRAPS THAT COME IN HEADERS UP TO 4' LONG W ROOF SPAN UP TO 28' TO BE FASTENED INSTALLED BEFORE SPAY—FOAM. CONTACT W/ ACQ. SHALL BE ZMAX RATED. / ADEQUATELY FASTEN TO SUPPORT SPRAY-FOAM CURING. �\ TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x 3" SCREWS TAPERSAWN ROOF SHAKE AS PER SPEC. AT 5 1/2" EXP. \ HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 28' TO BE FASTENED TO THE JACK STUDS W/ A CS16 MIN. 22-10D NAILS 1X3 SPRUCE VERTICAL LATH ® RAFTER SPACING KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x 3" SCREWS HEADERS UP TO 4' LONG W/ ROOF SPAN UP TO 36' TO BE FASTENED 1/2" P.T. PLYWD. W/ 30# FELT & 'CEDAR BREATHER' TO THE JACK STUDS W/ A CS18 MIN. 18-10D NAILS THIS CONDITION ENDS MIN. 24" PAST PLANE KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x OF EXTERIOR WALL 3" SCREWS BLOCK RAFTER BAYS 11�.p \\ HEADERS UP TO 8' LONG W/ ROOF SPAN UP TO 36' TO 63E FASTENED W/2 x MATERIAL FOR AIR SEALING 2 6 TO THE JACK STUDS W/ A (2)CS18 MIN. 36-10D NAILS NOTE: 7 NO GYPSUM BOARD REQUIRED IN PRIMED & PAINTED 5/4 TRIMI BD. ON KING STUD TO BE FASTENED TO PLATE W/ HGA10 W/ MIN. OF 8SDSY4 x UNFINISHED ATTIC SPACES. 2 6 ALL PRIMED (CONSIDER AZEK) W/ AZEK SPACERS FASTENIED WITH 3" SCREWS 3/8 -I' FINISH NAILS OR TO BE SCREWED TO 70 1/2" PLYWD. �v DRYWALL AS PER SPEC. F,Q SCREENED VENT STUD /DECK /STUD CON N ECTI Of�J INSULATION AS PER SPEC. NOTE: REFER TO GUTTER \ 16" O.C. STUD TO STUD CONNECTIONS SHALL BE MADE W/ _____ ___ �0 & HANGAR SPEC. LSTA24 STRAPS MIN 10-8D NAILS PER STRAP NOTE: THIS BUILDING SHALL COMPLY WITH AND REFERENCE 2 0 (EACH STUD TO RECEIVE 5 NAILS) THE 2025 INTERNATIONAL RESIDENTIAL CODE :1!NN NOTE: 4 L.C.C. METAL DRIP EDGE WINDOW SILL PLATE CON N ECTIION ALL STRAPS AND CONNECTIONS TITLED ARE RUN PLYWD. LONG & CUT TO FIT TO BE SIMPSON CONNECTORS AND CAN BE AS SOFFIT IS FABRICATED FOR WINDOWSILL SPANS UP TO 8' THE SILL TO STUD CONMlEC110N FOUND IN THE SIMPSON CATALOGUE. THIS SHALL BE MADE SSI' CONNECTORS W/ MIN. OF 7-10D NAILS DIAGRAM APPLIES TO A HOUSE CONTAINING4390 WOOD BLOCKING AS REQUIRED FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD CONNECTION 7 1 SCREENED VENT A /2 PITCH— �2 PITCH. IF PITCH IS 8 \ SHALL BE MADE W/ HGA10 CONNECTION W/ 8—SDSy4 x3" SCREWS SHALLOWER OR STEEPER REFER TO I-= \ ARCHITECTS CUSTOM SPECIFICATIONS. = REFER TO DETAIL SHEETS TYPICAL 1X SOFFIT, REFER TO SPEC. E W FOR MOULDING & TRIM SPEC. Z H- �\ JACK/KING STUD TO PLATE, 00 J REFER TO FRAMING SHEETS REFER TO SHEET 8.b & 8.c FOR SOFFIT HEADER OR BOX CONNECT. FOR HEADER SPEC. DETAILING AND MOULDING INFO THE JACK/KING STUD CONNECTION SHALL BE MADE W/ HGA10 W/ A MIN. 8—SDS—y4x3" SCREWS. MATCH STRAP CONNECTION AND MIN IJ NAILING ON HEADER TO JACK STUD FOR JACKSTUD/DECK/STUD CONNECTION. MIN. NAILING APPLIES TO STUD CONNECTIONS INOT DECK CONNECTION 2 TYPICAL 'HOT ROOF DETAIL \ I.0 SCALE: 3" = V-0" HEADER TO SUPPORT N TO BID FOR HOT ROOF BRIDGING. Rafters and ceiling joists shall be supported 16" O.C. STUD TO STUD CONNECTIONS SHALL \ STUD CONNECTION laterally by solid blocking, diagonal bridging (wood or metal) BE MADE W/ SPH6 STRAPS or a continuous 1—insh by 3—inch wood strip nailed across MIN 10-8D NAILS PER STRAP (EACH STUD TO MATCH "HEADER TO JACK/KING STUD" CONECTIONS the rafters or ceiling joists at intervals not exceeding 8 feet. RECIEVE 5 NAILS) ZMAX RATING WHEN IN (E��p'��'C \ CONTACT W/ ACQ. �` .10151)c WINDOW SILL PLATE TO7 SUPPORT STUD CONNECTION CEILING JOIST O GABLE END FOR WINDOWSILL SPANS UP TO 8' THE SILL TO JACK STUD ICONNECTION WALL PLATE SHALL BE MADE W/ HGA10 CONNECTION W/ 8—SDSY4 x3" S)CREWS FOR 2-10d NAILS WINDOW SILL SPANS UP TO 8' THE SILL TO STUD CONNEC1TION SHALL EACH TRUSS NAILS Ofi NE�1� BE MADE SSP CONNECTORS W/ MIN. OF 7-10D NAILS Exp.7.31.2026 AIL GYPSUM BOARD DOUBLE SILL PLATE NO FURRING MASONRY CONNECTION 5d COOLER NAILS ©7"o.c. FOR A SINGLE STORY. SILL PLATE CONNEC11ON TO BE MADE: W/ 2x4 BLOCK NAILED ANCHOR BOLT W/ BP SIMPSON BOLT WASHER PLACED EVER',Y 72" ON CENTER TO EACH BRACE 2-10d NAILS BOX TO SILL PLATE TO BE CONNECTED STUD BOX CONNECTION WITH 4-10d NAILS ALIGNED W/ EACH STUD STRAP (16" O.C.) o 16" O.C. STUD TO STUD CONNECTIONS FOR 2 STORY. SILL PLATE CONNECTION TO BE MADE W/ " ANCHOR W AN LTP4 MIN. 10-8D NAILS SHALL BE MADE W/ LSTA15 STRAPS BOLT W/ BP 10d NAILS ENDWALL STUDS / MIN 10-8D NAILS PER STRAP SIMPSON BOLT WASHER PLACED EVERY 36" ON CENTER ® 6"o.c. NAILS MATCH SPACING OF WIND (EACH STUD TO RECIEVE 5 NAILS) NOTE: THE NEW CODE FOR HIGH WIND WOOD FRAME CONSTRUCTION 5d NAILS LSTA21 20 GA. STRAP BY SIMPSON LOAD STRAPPING DIAGRAM REQUIRES A SIMPSON "BP" WASHER ON THE ANCHOR BOLTS). ALSO, THE ® 7"o.C. WITH 16-10d NAILS PER TABLE 306G ANCHOR BOLTS MUST BE 36 INCHES MAXIMUM ON CENTER WVHEREVER THE BOX SILL PLATE CONNECTION • FRAME WALL DIRECTLY ABOVE IS A FULL TWO STORIES TALL. 1. SIZE AND NUMBER OF NAILS IN STRAP AS PROPOSED PLANS BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ REQUIRED FOR LOAD GIVEN IN TABLE 306G 1204 HIGH POND LANE EACH STUD STRAP (16" O.C.) W/ AN LTP4 MIN. 10-8D NAILS SOUTHAMPTON NEW YORK CEILING CONNECTION TO TYP. WIND LOADING STRAPPING ' WIND STRAPPING DETAILS 1 TYP.WIND LOADING STRAPPING DIAGRAM ,4 GABLE ENDWALL DETAIL s DIAGRAM FOR SPLIT SILLS Le SCALE: 3/4" = 1'-0" ISOMETRIC VIEW - BALLOON FRAMED GABLE ENDWALL ALTERNATE GABLE END FRAMING IF BALLOON FRAMING IS NOT CHOSEN "' � DRAWN BY: iEc SHEET NO.: II.0 " " l.0 ISOMETRIC VIEW ' ® • a SCALE: 3/4 = 1 —0 . CHECKED BY: ZTC -. { SCALE: AS NOTED ISSUED DATE: 02-06-2026 I I Table 3.2 Sill or Bottom Plate to Foundation Connection Exposure 13 Footnotes for Table 3.2A Exposures El and C Table 3AA Rafter and/or Ceiling Joist to Top Plate Lateral and Requirements for Wind(Cont.) Shear Connection Requirements Exposure B 2025 IRC TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf,Wall DL 121 plf Prescriptive limits are based on assumptions in Table 3.2. (Prescriptive Alternative to Table 3.4) Wind Speed 3-second gust(mph) 110 115 120 130 140 2 Anchor bolts shall be uniformly distributed along the length of the sill plate.For anchor bolt limitations see Section GROUND WIND DESIGN Wind SEISMIC -SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN (See Figure 1.1) 1 1 - (ptf)"3*4 314.7. Wind Speed SNOW Speed Topographic Sp!cIal borne DESIGN Frost DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL Foundation Roof Required Capacity of Connect n 3 Sill plates are assumed to be treated Southern Pine. 3-second gust(mph) 90 95 100 105 110 1 1 140 ISO 160 170 180 195 Wind CATEGORY Weathering line Termite TEMP REQUIRED INDEX TEMP See Fieure 1.1) LOAD (mph) effects region debris depth Connections Supporting Span U L S U L s U L S U L S U L S 4 Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height,For other zone I (ft) I I I I I conditions,multiply value by the following adjustment. Rafter/Ceiling Joist Wall Number of 8d Common Na or 10d x Nails(Toenaited) Moderate 01�500 - 188R 49 Spacing(in.) Height L2.3A 20 PSF 1 130 1 NO NO 1 1 IB7 Severe 1 V-0- 1 To Heavy 15 YES NO LESSI 51.7*F 1 12 - 134R 147R 160R 23 21SR Roof+I Floor Roof+2 Floors Roof+3 Floors VQ Required In Each Rafter and/or Cei ng Joist Top Plate Connection 16 - 10 40 73 a 2 2 2 2 2 2 2 Roof&1 20 - 6 23 58 96 wan Height 8. 8. 12 1 2 3 3 3 3 3 3 LISTED TABLES TAKEN FROM THE 2018 WOOD FRAME CONSTRUCTION MANUAL (WFCM) 24 - 16 35 76 120 10, 10, 10, 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 Floor Top Plate to a 2 2 2 2 2 2 3 3 3 3 3 3 3 -3 28 6 27 48 94 144 Roof Pitch Ridge Height Adjustment Factor 26 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 Table 3.1 Nailing Schedule Sill Plate to 32 14 37 61 112 168 a 3 3 3 3 3 3 4 4 5 5 5 5 5 5 Number of Number Foundation 36 22 47 74 131 192 - (ft) 24 3 3 3 1 3 4 4 of 20 0'(flat) 0,58 0.66 0.81 0.70 0.86 10 1 3 1 3 5 1 5 1 5 6 Joint Description Common Na box Nails Nall Spacing (Crawl Space or - 202R - 221R - 240R - • 282R 24 327R <6:12 so O�66 0.79 0.71 0.86 0.74 0.90 Prescriptive limits are based on assumptions in Table 14. ROOF FRAMING Basement) Roof&2 24 - - 4 47 10, 0.74 0.87 0.76 0.91 0.78 0.94 When ceiling joists are installed paralle!to rafters,the sum of the toenails in the rafter and ceiling Joist shall equal or exceed the tabulated number of nails required. Floors 28 - - 22 71 S. 0.72 0.86 0.75 0�90 0.77 0.93 To avoid sp!itting,no more than 2 toenails shaft be installed in each side of a rafter or ceiling joist when fastened to a 2A top plate or 3 toenails in each side when _WR3_ft1rt0 Top Plate (Toe-4 called-) (see Table 3.4A) (see Table 3,4A) per rafter 32 - - 40 95 fastened to a 2x6 top plate, Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist 36 1 58 119 >6.12 10, 0,87 1.00 0.85 1.00 0.84 1.00 Where top plate-to-ridge heights exceed 10',they shalt be adjusted as fotlows: Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 19A) (see Table 3.9A) each lap 28 270RI I 1295RI - - 376R - 437R is, 1,01 1.14 0.95 1.10 0.91 1.07 Ceiling Joist Laps over Partitions (Face-naltecill (see Table 3.9A) (see Table 3.9A) each lap Roof&3 2o' 1.15 1,29 1.04 1.19 1 0.99 1.14 Wall Height 81 10, Collar Tie to Rafter (Face-nailed) (see Table 3.6) (see Table 3.6) per tie Floors 32 23 Top Plate to Ridge Blocking to Rafter(tllle-nalled) 2-8d 2-10d each end 36 - 47 Height(it) Adjustment Factor Rim Board to Rafter!(Encl-nailed) 2.16d 3-16d each end 12 - 79 436' 87 436 3 - 94 43665 23 111 436 49 129 436' 10, 1.00 1.00 WALL FRAMING 16 - 10 40 73 Is* 1,15 1.25 Top Plate to Top Plate (Face-nailed) 246d' 2-16d per foot 20 - 6 23 58 96 Table 3.2113 Bottom Plate to Foundation Connections(Anchor 20. 1.40 LSO Top Plates at Intersections (Face-nailed) 4.16d 5-16d joints-each side Roof 24 - 16 35 76 120 Bolts) Resisting Lateral and Shear Loads from Wind Exposures Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. 28 6 27 48 94 144 Header to Header(Rice-nailed) 16d 16d 16'o.c,along edges (Prescriptive Alternative to Table 3.2) B and C 32 14 37 61 112 168 Top or Bottom Plate to Stud (End-nailed) (see Table 3,5A) (see Table 3.5A) per stud Wall Bottom Plate 36 22 47 74 1 131 , 1 192 , For Exposures B&C and all Wind Speeds Bottom Plate to Floor joist,Bandjoist,Endjoistt 2-16di't 2-16d per foot to Foundation 20 - 79 436 3 - 87 436 3 - 94 436 3 - 111 436 3 24 129 436 3 Maximum Anchor Soft or Blocking (Face-nailed) (Stab-on-Grade) Roof&1 24 - - - 4 47 Anchor Soft Diameter(in.) Spacing(in.) 2,3,4 Table 3.48 Shear Walls Resisting Uplift and Shear' FLOOR FRAMING Floor 28 - - - 22 71 1/2- 31 Prescriptive Alternative to Table 3,4) t:xposure Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d 4-10; per joist 32 - - - 40 95 518- 48 Bridging to Joist (Toe-n3lled) 2-8d 2-10d each end 36 - 1 58 119 1 Blocking to Joist(Tow-nailed) 2-8d 2-10d each end 78 79 4363 87 436' 94 436 4363 - 129 436' Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Roof&2 1 Prescriptive limits are based on assumptions in Table 3.2. Wind Speed 3-second gust(mph) -nailed) 3-16d 4-16d each joist 32 23 90 5 110 115 120 1130 1140 ISO 160 170 180 195 Ledger Strip to Beam(Face Floors 36 47 2 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed (See Figure 1.1) Top&Bottom of 19STlOOTIO 1110111111111111111111 L Joist on Ledger to Ream(Toe-nailed) 3-8d 3-10d per joist the lesser of the tabulated values for uplift loads(Table 3,2C)or lateral and shear loads(Table 3.213), For other anchor Wood Structural Panel Shear Wall Band Joist to Joist(End-nailed} 3.16d 4-16d per joist U Connector uplift load. bolt limitations see Section 3.2.1.7 and 3.2.2.3, Panel Nailing Band Joist to Slit or Top Plate(Tot-nailed) 2-16d' 3-16d per foot L Connector lateral load(perpendicular to the wall). Requirements Requirements ROOF SHEATHING s Connector shear load(parallel to the wall). 3 Tabulated anchor bolt spacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. Forother ll Maximum Roof Span(ft) Wood Structural Panels 8d 10d (see Table 1101 R L/W for wind perpendicular to the ridge and W/L for wind parallel to the ridge,where W is the building width and wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment Sheathing Shear Wall Rows of a Diagonal Board Sheathing L is the building length. factor in Table 3.17D,but in no case shall anchor bolt spacings exceed 6 feet on center. Thickness Nailing Nails Spacing I"x6"or I*xg' 2-8d 2.10d per support Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. 4 Lateral connections shall be designed to resist the loads in Table 3.5. 7716"CISS or I 8d Common in - 1"40"or wider 3.8d 3.10d per support 1 4 4 CEILING SHEATHING See footnotes 1-4. Table 3.2C Sill or Bottom Plate to Foundation Connections Exposure B 5/32"plywood Nails @ 4"panel 1 3 36 36 36 36 36 28 20 12 Gypsum Wallboard 5d coolers 5-dc caters 10-field (Anchor Bolts)Resisting Uplift Loads from Wind with species of edge spacing and 5 6 36 36 36 36 36 48 20 12 plies having 12"field edge 2 4 36 36 36 36 36 16 36 36 36 32 24 20 16 12 WAt1SHEATHING Footnotes for Table 3.2 (Prescriptive Alternative to Table 3.2) GZ!0.49 soacine 3 36 36 36 36 36 16 36 36 36 36 36 36 32 24 Wood Structural Panels 8d 10d (see Table 3.111 Wind Speed 3-second gust(mph) 7/16"CISR or 8d Common 4 6 - - - - Structural Fiberboard Panels I Tabulated uplift and lateral loads shall be permitted to be multiplied by 0.75 and 0.92,respectively,for (See Fi e 1.1) 90 95 100 IOS 1 110 1 Ils 1 120 140 ISO 195 1S/32"plywood Nails @ 6"panel 1 4 36 36 36 36 36 28 20 12 - llga.flalv, roofing nail 3"edge/6"field 3 36 36 36 36 36 3,6 36 36 24 20 12 12 (0.120rx I-1)'21cing x 7/16'head) framing not located within 8 feet of building corners. Sill or Bottom Plate to Plate Foundation with species of edge spacing and - 6 36 36 36 36 36 16 36 36 24 20 12 12 25/32* 11 ga,gatv. roofing nail 3"edge/6"field 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 9 psf Foundation Anchor Bolt Size Supporting Maximum Anchor Bolt Spacing(in.)Lz plies having 12"field edge 2 S 4 36 36 36 36 36 36 36 36 36 36 36 28 24 20 (0.120"xi-3/4"long x 3/8"head) (0.6 x 15 psf=9 psf)and wall assembly dead load of 73 plf(0.6 x 121 plf). Connection Resisting I GLtOASI spacing 1 3 36 36 36 1 36 36 1 36 36 36 36 36 36 1 36 36 32 Gypsum Wallboard Sd coolers 54 coolers 7"edge/10"field 3 Tabulated shear capacity requirements assume all walls are sheathed in accordance with Section S'En- 10d Common 4 6 - - - - - - - - Hardboard 8d 8d (see Table 3.11) 3.4.4.2. For other wall sheathing types the tabulated shear capacity of the connection shall be divided 2x4 2-3 stories 72 72 72 72 1 72 1 72 71 57 43 1 3511 30 1 27 1 24 1 22 IS/32-OSS or Nails @ 6"panel 1 4 36 36 36 36 36 16 28 16 12 - Particleboard Panels 8d 8d (see manufacturer) by the appropriate sheathing type adjustment factor in Table 3.17D. Inter! Zany plywood with edge spacing and - 3 36 1 36 36 36 36 36 36 36 32 24 20 16 12 26 Diagonal Board Sheathing 4 Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height. Uplift Loads 1-3 stories 72 72 72 72 1 72 1 72 72 66 50 1 41 1 35 1 31 28 species of plies 12"field edge S 6 36 36 36 36 36 36 36 1 36 32 24 20 16 For other conditions,multiply value by the following adjustment. 8'En one having G?:0.49 2 4 36 36 36 36 36 36 36 1! 36 36 36 36 36 24 i I"x6*or I'xill" 2-8d 2.10d per Support 1-3 stories 72 spacing 1 3 1 36 36 36 36 36 1 36 6 ! 36 36 36 1 I"xlO*or ivider 3.8d 3.10d per support 2x6 T 72 72 72 1 72 1 72 1 72 69 51 42 1 36 1 32 1 29 1 26 1 --2 36 1 36 36 FLOOR SHEATHING Roof 1 Floor Roof+2 Floors Roof+3 Floors Interi ton C See AWCIANSI Speciol Design Provisions for Wind and Seismic(SDPWS) far proper esijgn and detailing of wood structural panets Wood Structural Partels Wall Height 80 10, 8. 10, 8, 101 1-11 stories 72 1 72 72 7 49 1 42 1 37T-3-4_f 3-1 used to resist combined shear and uplift from wind. V or less Scl Joel V edge/12'field Roof Pitch Top Plate to Ridge Adjustment Factor Where framing has a specific gravity ofO.49 or greater,tabulated maximum roof spans shall be permitted to be multiplied by 1.08, greater chain I" 10d 16d 6'edge/12"field Height(ft) but in no case shall all they exceed a span of 36 ft. Diagonat board Sheofthing 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 Tabulated values for plywood assume plywood with a species of plies having a specific gravity of 0.49 or greater.For plywood with 1"x6"or Vxg" 2-8d 2-10d per support 56:12 st 0.66 0.79 0.71 0.86 0.74 0.90 other species,multiply the tabulated maximum roof spans by 0.90. 1"40"or isvider 3-8d 3.10d per support 10, 0.74 0.87 0.76 0.91 0.78 0.94 Footnotes to Table 3.3A 4 Wood structural panels shall overlap the top member of the double top plate and bottom plate by IYS"and a single row of fasteners Nailing requirements are based on wall Sheathing nailed 6 Inches on-center at the panel edge.Alternative nailing schedules shall 5. 0.72 0.86 0.75 OM 0.77 0.93 1 Prescriptive limits are based on assumptions in Tab!e 3 3, shall be placed Y4"from the panel edge. be used where wall sheathing nailing is reduced.For example,If wall sheathing is nailed 3 Inches on-center at the panel edge to 10, 0.87 1.00 OM 1.00 0.84 1.00 Anchor bolts shall be umformly distributed along the length of the sill plate,See Section 3.2.1.7 for anchor bolt limitations, 5 Wood structural panels shall overlap the top member of the double top plate and bottom plate by lY2 .Rows of fasteners shall be W obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shalt be >6:12 is, 1.01 1.14 0.95 1.10 0.91 1.07 Sill platps are assumed to be treated Southern Pine, used to maintain the load path. Where the bteral force resisting system is other than woodstructural panel shear walls the number of anchor bolts required shall be increased by apart with a minimum edge distance of Ya".Each row shall have nails at the'specified spacing. When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1 20' 1 1.15 1.29 1 1.04 1.19 1 0.99 1.14 1 mottiptying by 3,25, 1-16d nail per tot. The number of foundation sill ptav,anchor bolts can be drkte�tmmed for other load cases by multiplying by the appropriate adjustment factor given in the following ulb4,: Minimum Roof/Ceiling Assembly-15 psf Roof/Ceiling Assembly a 2S psf Table 3.3AI '1/2"Anchor Bolts-Foundation Sill Plate Connection am Table 3.3A4 5/8"Anchor Bolts-Foundation Sill Plate Connection foundation Building Floor a 12 psf floor-20 psf Flom-12 PSI floor 2 20 pit floor a 12 PSI Floor-20 psf Floor a 12 psi Floor-20 psf Resisting Shear Loads from Seismic(prescriptive GSL 30 GSL - 30 Supporting Dimension,W Partition Partitionallpsf Partition-spsf Partitionvispo PArtitiorii-Spo Partition. Partritionii,epsir Panitionalpsl THE NEW 2025 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY NEW YORK STATE REFERS TO THE 2018 WOOD FRAME Im Resisting Shear Loads from Seismic(prescriptive ow -wall-leopff Wallmlsoolf Walt 0110PI'l Wain-110pif W0141900f Watt-180elf Wallallop" Wallwilopff alternative to Tabile 3.3) (PI - 1/211 alternative to Table 3.3) (t), 'M 5/81111 (ft.) Foundation sill plate connection shear load adjustment factors CONSTRUCTION MANUAL(WFCM) FOR ONE-AND TWO-FAMILY DWELLINGS DEVELOPED BY THE AMERICAN WOOD COUNCIL'S(AWC) (Dead Load AssLirriptions*Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 plf; (Dead Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf.Wall=110 plf; 12 1.33 1.41 1,00 1,10 131 1,60 1.28 1,29 WOOD DESIGN STANDARDS COMMITTEE . THE CONTRACTOR AND FRAMING FOREMAN SHOULD BE FAMILIAR WITH THIS MANUAL Ground Snow Load=30 psf,Lateral force resisting system:Wood structural panel shear walls) Ground Snow Load 30 psf;Lateral force resisting system:Wood structural panel shear walls) 16 1,30 1,31) 1,00 1112 1,49 2.59 1,20 1,31 AND BE RESPONSIBLE FOR BUILDING IN CONFORMANCE WITH IT. THE WFCM HAS DEVELOPED GUIDES TO WOOD CONSTRUCTION Minimum !SDCA DC 8 SOCC - Roof,Ceiling 20 1,27 1,38 100 113 1,47 1.59 111 113 IN HIGH WIND AREAS. USE OF THE HIGH WIND PROVISIONS OF THESE GUIDES WILL RESULT IN DESIGN SOLUTIONS THAT Minimum SOC A SOC B SDC C 24 1,24 1.37 1.00 1,14 145 157 1.21 1,35 Foundation Building L/W L/W Y-W Foundation Building L/W L/W t/W 9 1 Floor 28 1,22 1.36 1100 115 1,44 I'S7 112 1.37 PRESCRIPTIVELY MEET THE APPLICABLE REQUIREMENTS OF THE WFCM, IRG, AND IBC. THESE GUIDES CONTAIN FIGURES AND Supporting Dimension,W I 1.5 2 2.S 3 1 1.5 2 2.5 3 1 2.5 2 2.5 3 Supporting Dimension,W 1 2.5 2 2.5 3 1 1.S 2 2.5 3 1 I.S 2 2.5 3 32 1.21 13S 1,00 115 1.43 1.56 1,23 1.38 TABLES DESCRIBING THE REQUIRED NAILING OR FASTENERS BETWEEN ALL STRUCTURAL MEMBERS WITH THE RESPECTIVE (ft) Number of Bolts RequiredVA44,6 (ft) Number of Bolts Required".3,4.54 36 119 1 134 1,00 1.16 1,42 1156 SPACING. SHEET 1.0 IS A DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR HIGH WIND UPLIFT AND LATERAL FORCES. PLEASE 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,23 1,39 16 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 22 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1,36 1,46 1100 L13 1,48 1,58 1,12 1,25 CONSULT THE ARCHITECT IF THERE ARE SPECIFIC CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL OR ON THE DIAGRAM 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16 132 1.45 too 1,15 144 1.57 1,13 1,29 I I I I 1 1 2 2 1 1 2 2 2 SHEET 1.0 Roof,Ceiling,& 24 1 1 1 1 1 1 1 2 2 2 1 2 2 3 3 Roof,Ceiling, 20 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 Roof,Ceiling 20 1,29 1,43 1100 1117 1,42 1.56 1.33 1.30' I Floor 29 1 1 1 1 2 1 2 2 2 2 2 2 3 3 4 1 Floor 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 2 Floors 24 1,27 1,42 1,00 118 1,40 11551 1,14 132 ADDITIONAL DESIGN CRITERIA: 1 7 28 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 28 125 1,41 1100 119 1.39 1.54 1A4 1.33 32 1 1 1 2 7 1 2 2 3 7 2 3 3 4 7 32 1 1 1 17 1 1 2 27 2 2 2 3 32 1123 1,40 1,00 139 1,36 1.54 1.14 1.34 1. GRAVITY LOADING: 36 1 1 2 2 - 2 2 3 3 - 2 3 4 4 36 1 1 1 17 1 2 2 2 2 2 3 3 36 1,21 1,39 1100 1,20 1,35 1,53 1,15 1135 A. FIRST FLOOR- COMBINED LIVE AND DEAD LOAD=50 PSF 12 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 22 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 12 1,37 1,49 1,00 IA4 1,46 1.57 1.09 1,23 B. SECOND FLOOR-COMBINED TOTAL LIVE AND DEAD LOAD 40 PSF 16 1 -1 1 1 1 1 1 2 2 2 1 2 2 2 3 16 1 1 1 1 1 1 1 2 1 1 2 2 2 16 1,34 1,47 1,00 L16 1.42 1,56 1,09 1,26 C. ROOF- GROUND SNOW LOAD 25 PSF+ DEAD LOAD 15 PSF 40 PSF Roof,Ceiling,9 20 1 1 1' 2 2 3 3' 4 Roof,Ceiling,& 20 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 20 1,31) 1,46 1 1,00 118 1A0 1-55 i'lo, t2it 2 Floors 24 1 2 2 2 2 2 3 3 2 3 3 4 5 2 Floors 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 Roof.Ceiling 24 1,28 1,45 1,00 L20 1,37 1�54 1.10 1,30 2. WIND LOADING: 28 2 2 2 2 2 4 , 4 3 3 4 5 6 29 1 1 1 2 2 1 2 2 3 3 2 3 3 4 4 3 Floors A. WFCM GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA 130 MPH EXP'OSURE B HIGH WIND GUIDE, 32 1 2 2 2 2 - 2 3 4 4;1 3 4 5 6 7 32 1 1 2 2 2 2 3 3 7 2 3 4 5 29 1,25 1,44 1,00 111 1,35 153 1.10 1.31 UNLESS OTHERWISE NOTED. 7 7 7 7 32 1,24 1.43 Loo 1,21 1,34 L53 I'll 132 36 2 2 2 3 3 3 4 5 - 4 5 6 7 1 36 1 2 2 2 2 3 3 3 3 4 4 5 36 1,22 1.42 1,00 112 1,32 1.52 I'll 1.33 3. DESIGN PRESSURE: 12 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 Effective seismic weight used to determine foundation sill plate anc A. AS PER 2025 IRC SECTION R609 EXTERIOR WINDOWS AND DOORS 16 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 1 1 1 2 2 2 2 1 2 2 2 3 horare load includes 20%of ground snow load where the ground snow load exceeds 30 1 1 2 2 2 3.11 _4 4 '4 4 psf. Sm used for SDC A,8,C,Ci,�D,and 0,,areas follows:S,,,tr0,17 for SDC A;$-_,=0,33 for SDC 8;SIA%0,50 fo 4. LIGHT AND VENTILATION: Roof,Ceiling& 20 2 2 3 4 ' 2 Roof.Ceiling& 20 1 1 1 1 2 1 2 2 2 3 2 2 3 3 r SDC C;Sts-0.67 for SOC D,,;,S4,-A=0,83 for$OC DI; A. AS PER 2025 IRC SECTION R303 LIGHT,VENTILATION AND HEATING 3 Floors 24 1 2 2 2 3 2 3 3 4 5 3 4 5 6 7 3 Floors 24 1 1 2 2 2 2 2 3 3 3 2 3 4 4 5 Sc,,=117 for SOC D2, 28 2 2 2 3 3 3 3 4 5 6 4 5 6 7 a 28 1 2 2 2 2 2 3 3 4 4 3 4 4 5 6 1 The number of foundation sill plate anchor bolts is based on a building length,L,equal to 80 ft. 5. ENERGY CODE CALCULATIONS: 32 2 2 3 37 3 4 5 67 4 6 7 97 32 1 2 2 37 - 2 3 4 47 3 4 5 67 A. REFER TO THE 2025 ENERGY CONSERVATION CONSTRUCTION CODE OF N'YS. 36 1 2 3 3 47 4 5 6 77 5 7 9 107 36 2 2 3 3' - 1 3 4 4 57 4 5 6 77 Minimum $SVC Do SDC D, SDC D, Minimum SDC DD SDC D, SDC 02 Foundation Building L/W L/W L/W Foundation Building L/W L/W L/W Supporting Dimension,Af I 1.5 2 2.S 3 1 13 2 2.5 3 1 I.S 2 2.5 3 Supporting Dimension,W I 1.5 2 2.5 3 1 is 2 2.S 3 1 LS 2 2.5 3 Table 3.3113 Bottom Plate to Foundation Connections (Anchor Bolts) Resisting Shear (ft) Number of Bolts Requiredl'23.4,5,6 Number of Bolts Required UJAS.6 from Seismic 12 1 1 t 1 1 1 2 1 1 1 2 2 1 1 2 1 1 2 2 2 1 2 2 2 3 12 16 1 1 2 2 2 1 2 2 2 3 2 2 3 3 4 16 1 2 2 1...... 1 2 I'll 2 2 1 2 2 2 3 410 OC REV. DATE REVISIONS 1 2.... 2 3 3 2 2 3 3 4 2 3 3 4 5 Roof,Ceiling,9 �.A 2020 1 1 2 2 2 1 2 2 2 3 2 2 3 3 4 For Seismic Design Categories A,8,C,D,,�D,,and Dz Roof,Ceiling,& 24 2 2 3 3 4 2 3 3 4 5 3 4 4 5 6 1 Floor 24 1 2 2 2 3 2 2 2 3 3 2 3 3 4 5 I Floor 28 2 3 3 4 5 2 3 4 S. 6 3 4 6 7 8 28 2 2 3 3 3 2 2 3 4 4 2 3 4 5 5 Anchor Bolt Diameter in. _T Maximum Anchor Bolt Spacing(in.)L2 32 2 3 4 5 7 3 4 5 6 7' 4 5 7 8 7 32 2 2 3 47 - 2 3 4 4 7 3 4 5 6 7 X XXXXXXX XXXXXXX 36 3 4 5 5 7 3 5 6 7 7 5 6 8 9 7 36 2 3 4 47 3 3 4 57 3 5 6 67 67 - 0 12 1 2 2 2 2 2 2 2 3 3 2 2 3 3 4 12 1 1 1 2 2 1 1 2 2 2 1 2 2 3 3 5/8'. 16 1 2 2 2 3 2 2 2 3 3 2 3 3 4 4 72 0354 Nor 16 2 2 3 3 4 2 3 3 4 4 3 3 4 5 6 -20 2 s '3 4" 5 6 3 5 6 - 7 8 Roof,Ceiling,9 20 2 2 3 3 3 2 3 3 4 4 3 3 4 5 6 1 Tabulated anchor bolt spacings assume shear walls are sheathed in accordance with Section FIN Roof,Ceiling,& 24 3 4 4 5 6 3 4 5 6 8 4 6 7 9 10 2 Floors 24 2 3 3 4 4 2 3 4 S. 5 3 4 5 6 7 3.4.4.2.For other wall sheathing types the tabulated anchor bolt spacings shall be multiplied by Exp.7.31.2026 2 Floors 28 2 3 4 5 5 3 4 5 6 7 4 5 7 a 9 PROPOSED PLANS 32 ? I - the appropriate sheathing type adjustment factor in Table 3.17D.For anchor butt limitations 28 1 4 6 7 7 4 S 7 a 9 5 7 9 11 13 3 4 5 6 3 5 6 7 5 6 8 10, 32 4 5 7 8 5 6 8 10 - 6 9 11 14" 7 7 1 36 5 6 8 97 6 8 10 11 8 11 14 15 7 16 3 5 6 6 4 6 7 8 6 8 10 21, see Section 3.2.1.7. 4832 YOUNGS AVE 12 1 2 2 2 3 2 2 2 3 3 2 2 3 4 4 2 Wall bottom plates are assumed to be treated Southern Pine, 12 2 2 3 3 3 2 3 3 4 4 3 3 4 5 6 16 2 2 3 3 4 2 3 3 4 4 3 4 4 5 6 16 2 3 4 4 5 3 4 4 5 6 4 5 6 7 8 20 2 3 4 4 'S' 3 3 4 5 6 4 S' 6 ' ' 7 8 SOUTHOLD NEW YORK 11 - Roof,Ceiling& 20 3 4 5 6 7 4 S 6 7 8 5 6 8 10 11 24 3 4 5 5 6 3 4 6 7 8 4 6 8 9 11 Roof,Ceiling& 3 Floors 3 Floors 24 4 5 6 a 9 5 6 8 9 11 6 8 11 ''13 15 is 3 5 6 7 8 4 6 7 a 9 6 8 10 12 13 28 5 6 8 10 11 6 8 10 12 13 8 11 14 '16 1 19 32 4 6 7 8 5 7 9 10, 7 9 12 14' ® ® r z DESIGN CRITERIA 32 6 8 10 12 - 7 9 12 15 9 13 17 20 1 1 36 5 7 8 97 6 8 10 11? 8 11 14 16' ALL NEW WORK TO CONFORM WITH THE 2025 INTERNATIONAL RESIDENTIAL COD 36 1 7 9 12 137 . 8 11 is 16 11 16 20 227 E (IRC). See footnotes 1-7. DRAWN BY: IEG SHEET NO.: See footnotes 1-7. 4 IN ADDITION FOLLOW THE SUPPLEMENT TO THE 2025 NEW YORK STATE ENERGY CONSERVATION CHECKED BY: ZTC lis 120 30 hu 95 18R 3 3 41 fl4 4 2 0 58 3L111 Of iF7gngr �ri �on A 12 1_�LbA Von- 32 one LF CONSTRUCTION CODE WHERE APPLICABLE. SCALE: AS NOTED ISSUED DATE: 08-15-25 1.2 Table 3.5 'Top and Bottom Plate to Stud Lateral Connection Exposure B Table 3.6 Ridge Connection Requirements for WindC-oxposureTable 3.10 Roof Sheathing Attachment Requirements for Wind Exposure R301.2.1.2 Protection of openings Requirements for Wind Loads (Dead Load Assumptions: Roof Assembly DL=10 psf) Loads Exterior glazing in buildings located in uvtrs,hone deli;-.;regions shall be Wind Speed Wind Speed 3-second gust(mph) protected from windborne debris. Glazed opening protection for windborne 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 1160 170 ISO 195 (See Figure 1.1) 90 95 100 105 110 ii5 120 130 140 150 160 270 180 195 debris shall meet the requirements of the Large Missile Test of ASTM E1996 Wind Speed (See Figure 1.1) g � g 3-second gust Rafter Fastener Spacing and ASTM El886 as modified in Section 301.2.1.2.1.Garage door glazed 9 95 100 105 110 115 120 130 140 ISO 160 170 180 195 Roof Span 121A /Truss opening protection for windborne debris shall meet the requirements of an (mph) Roof Pitch (ft) Required Capacity of Ridge Connection(pif)�� 5heathing Location' Panel interm. Uplift Load per Nail{ibs} 9 (See Figure 1.1) Spacing Edges Supports approved irnpact-resisting standard or A\ISI/DASMA 115, 12 28 39 51 64 77 91 105 136 169 205 243 284 327 397 (€n.) (in.) (in.) 16 37 52 68 0 128 122 176 227 226 274 325 379 436 $29 6 12 17 19 21 23 25 28 30 35 41 47 53 60 67 78 Exception:W,I,ud L;tr trtL:r l ari I with a thickness of not less than 7/16 inch Walt Height{ft) Unit Framing toads(ptf}1'z 20 Ali " 65 85 106 128 15Z 176 227 282 34z �406 4?:s 545 661 p � - - "--� 3:12 24 56 78 102 128 154 182 211 272 339 410 ut87 568 654 793 12 6 6 9 10 it 12 13 14 SS 18 21 24 27 30 34 39 8 45 50 55 61 67 73 79 93 108 124 141 159 178 209 4 4 6 7 7 8 9 9 !0 12 14 16 is 2fl 23 26 (11 mm)and a span of not more than 8 feet(2438 mm)shall be permitted 28 65 91 119 149 180 212 246 318 395 479 1569 663 763 925 10 53 59 66 72 79 87 94 111 129 148 168 190 212 249 3 3 5 5 6 6 7 7 8 9 10 12 14 is 17 20 for opening protection. Panels shall be precut and attached to the framing „ 32 74 105 137 170 206 243 281 363 452 547 1649 758 873 1057 6 12 23 25 28 31 34 37 40 47 54 62 70 79 89 104 5urroundin 12'., ... (51 68 76 83 91 100 109 128 148 170 193 218 245 287 36 83 118 154 192 231 273 316 409 508 616 730 852 982 1190 g the opening containing the product with the glazed opening. 14 69 77 $5 94 143 112 122 144 167 191 218 246 275 323 12 26 35 45 55 65 77 88 113 139 168 1199 231 266 321 26 6 6 12 13 14 16 17 19 20 24 27 31 35 1 40 45 52 4 4 8 9 t0 10 11 12 14 16 is 21 24 27 30 35 Panels shall be predrilled as required for the anchorage method and shall be 16 '17 85 94 104 114 124 135 159 184 212 241 272 305 358 16 35 47 60 73 87 102 118 150 186 224 ;265 308 354 428 3 3 6 1 7 7 8 9 9 10 12 14 16 18 20 23 26 secured with the attachment hardware provided.Attachments shall be 20^ 43 58 75 91 109 "128 147 188 232 280 331 385 443 ' 536 Interior Zane 6 12 27 30 33 37 40 44 48 56 65 74 84 95 107 125 designed to resist the component and clarkfing loads determined in I, 18 86 93 103 113 124 136 148 174 201 231 263 297 333 39i 4.22 24 52 70 89 110 132 153 176 226 279 336 397 463 532 643 6 6 14 is 17 19 20 22 24 28 33 37 42 48 54 63 accordance with either Table R301.2(2)or ASCE 7,with the permanent 20 96 100 111 123 135 147 160 188 218 2S0 285 321 360 423 19.2 2$ 61 82 1a4 128 253 279 206 263 325 392 u164 540 620 750 4 4 9 SO 21 12 14 35 16 19 22 25 28 32 36 42 1 Tabulated framing loads and connectiotn requirements shall be permitted to be multiplied by 0,92 for framing not located within 8 feet of comers. 32 69 94 119 146 174 204 235 301 372 448 0530 617 709 857 corrosion-resistant attachment hardware provided and anchors 3 3 7 8 9 9 10 12 12 14 17 19 21 24 27 32 able 2 Tabulated framing loads are specified hn pounds per linear foot of wall. To determine connection requirements(lbs),multiply the tabulated unit lateral 36 78 205 134 264 196 230 264 338 418 504 f596 694 797 964 6 12 34 37 41 46 50 55 59 70 81 93 105 119 133 156 Permanently installed on the building.Attachment in accordance with t(13 l ?u z.2.'. .is ermined for buildings with a moan rn€�fhe;; /�t of 45 feet(13 12 20 27 35 43 51 60 69 88 109 132 7156 182 209 253 24 6 6 17 19 21 23 25 28 30 35 41 47 53 60 67 78 p g- framing load by the multiplier from the table below corresponding to the spacing of the connection: 16 26 36 46 57 68 so 9z 118 146 176 ;208 242 279 337 4 4 12 13 14 16 17 19 20 24 27 31 35 40 45 52 728 mm)or less where the ultimate design wind speed, V,,I,,is 180 mph(290 20 33 45 58 71 85 too 115 147 182 220 �60 303 348 421 3 3 9 10 11 12 13 14 i5 18 21 24 27 30 34 39 Connection Spa in. 12 19.2 24 48 5:12 24 40 54 69 85 102 119 138 177 219 264 312 364 418 506 6 12 32 35 39 43 47 51 56 66 76 8725 122 !25 147 kph)or less. TABLE R301,2.1.2 Multiplier 1.00 1.60 2.00 4.00 28 46 63 81 99 119 139 161 206 255 308 364 424 488 590 12 6 6 16 18 20 22 24 26 28 33 38 44 SO 56 63 74 32 53 72 92 114 136 159 184 236 292 352 1416 485 557 674 4 4 11 12 13 15 16 17 19 22 26 29 33 38 42 49 36 60 $1 104 128 153 279 207 265 328 396 t468 54S fi27 758 3 3 8 9 10 11 12 13 14 17 19 22 25 28 32 37 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 12 20 26 33 40 48 55 63 81 99 119 1141 164 188 227 6 12 42 47 52 57 63 68 74 87 101 116 132 149 167 196 STRUCTURAL PANELSa,b,c,d FLOOv R JOIST 16 27 35 44 54 63 74 85 108 133 159 1188 218 250 302 16 6 6 21 24 26 29 32 34 37 44 51 58 66 75 84 98 20 33 44 55 67 79 92 106 235 166 199 2235 273 313 378 4 4 14 16 18 19 21 23 25 29 34 39 44 SO S6 66 FASTENER SPACING(inches)a,b 6:12 24 . 40 53 66 80 95 ill 127 162 199 239 V82 327 376 453 Perimeter Edge Zone 13 3 11 12 23 15 16 17 1 19 22 1 26 29 33 38 42 1 49 28 47 61 77 94 111 129 148 !88 232 279 329 382 438 $29 6 12 50 56 62 68 75 82 89 105 121 139 158 179 200 235 6 6 25 28 31 34 38 41 45 53 61 70 79 90 100 118 FASTENER TYPE Panel 4 feet< 6 feet< 00 32 53 70 88 107 127 148 169 215 265 319 376 436 501 605 19.2 span:5 panel span pane)span 4 4 17 14 21 23 25 28 30 35 41 37 53 60 67 79 4 feet 5 6 feet S 8 feet 36 60 79 99 121 143 166 190 242 298 358 dt23 491 564 680 3 3 13 14 i6 17 !9 22 23 27 31 35 as 45 50 59 12 27 32 37 43 49 5S 62 76 94 112 1132 153 175 211 6 12 63 70 78 85 94 102 111 132 152 174 198 273 250 294 16 36 43 50 57 65 73 0 127 156 187 2220 254 291 351 6 6 32 35 39 43 47 51 56 66 76 87 99 112 125 147 No.8 wood-screw-based 24 a5 53 62 72 81 1 123 153 187 224 2263 255 350 421 24 4 4 21 24 26 29 32 34 37 44 51 58 66 75 84 98 anchor with 2-inch embedment 16 10 8 7:12-12:12 24 54 64 75 86 98 1i0 123 153 187 224 2263 305 350 422 3 3 16 18 20 22 24 26 28 33 38 44 SO 56 63 74 28 62 74 87 100 114 129 144 178 218 261 3307 356 408 491 length 32 71 85 99 115 130 147 164 204 250 299 3351 407 466 562 Fastener Spacing Uplift load per Nail(tbs) 36 80 96 112 129 147 165 185 229 281 336 3395 458 525 632 Gable Endwall Rake or (in.) No. 10 wood-screw-based A "��j �{ 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. Rake Truss with up to 9" 6 28 31 35 38 42 46 50 59 68 78 88 100 112 131 anchor with 2-inch embedment 16 12 9 LA1 i:�Iil"3 L 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 10 psf=6 psf). Rake Overhang 4 1 19 21 23 26 28 31 33 39 1 45 1 52 1 59 67 75 88 length 'C RA1�1 j y �j IN'�-v ~•+ 3 14 16 28 19 22 23 25 30 34 39 44 50 56 66 j, 3 Tabulated connection requirements are based on a 12 inch ridge Connection spacing,for different ridge Connection spacing,multiply the tabullated values by the appropriate 1/4-inch lag-screw-based ("� ('� multiplier below: Fastener upliftCapadtyz's(lbs) anchor with 2-inch embedment 16 16 16 LOADS Ridge Connection spacing(in.) 12 1 16 1 19.2 1 24 48 Sheathing Thickness(in.) 3/8 1 7/16 1S/32 19/32 1 23/32 length Framing Member G 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 0.42 0.49 Multiplier 1.00 1 1.33 1 1.60 1 2.00 1 4.00 4 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length includes the overhang length andl the jack span. 8d common 70 91 1 68 1 100 1 67 1 98 1 63 92 58 86 For SI:1 inch=25.4 mm, 1 foot= 304.8 mm, 1 pound=4.448 N,1 mile per hour=0.447 lad boX4 84 101 82 1 118 91 120 77 114 73 108 mt4• RSRS-03s 1 42 91 1 94 1 206 1 99 1 114 1 S4 135 44 135 a.This table is based on 180 mph ultimate design wind speeds, Vul,and a 45- faot ro a ! For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. b. Fasteners shall be installed at opposing ends of the v.-ood sTructur i n,anel. ON 2 Minimum capacity of withdrawal and fastener head pull-through is tabulated. Fasteners shall be located not less than 1 inch from the edge of the panel. 3 Tabulated values include a load duration factor adjustment,Co=1.6. 4 Tabulated values for 8d common nails and 10d box nails are applicable to carbon steel nails(bright or galvanized). c.Anchors shall penetrate through the�'o icr wail cov,-6-V with an 5 Tabulated values for RSRS-03 nails are applicable to carbon steel(bright or galvanized)or stainless steel nails. embedment length of not less than 2 inches into the ouilding frame. r"Lr JOIST Fasteners shall be located not less than 2112 'inches from the edge of Table 3.11 Wall Sheathing and Cladding Attachment MX o s-. €ur _ } t, ,.block or :,fw< cite. Requirements for Wind Loads d.Panels attached to masonry or masonryistucco shall be attached using Wind Speed vibration-resistant anchors having an ultimate withdrawal capacity of not less than 1>500 pound,-,.Table 3,9A Rafter/Ceiling Joist Heel Joint Connection Requirements 3-second gust 90 95 100 105 I10 11S 120 130 140 150 160 170 180 195 (Proscriptive Alternative to Table 3.9) (mph) (See Fi ure 1.2 Table 3.5A Top and Bottom Plate to Stud Lateral Connections Roof Live Load Ground Snow Load STRUCTURAL SHEATHING R301.2.1.2.1 Application of ASTM E1996 ,� � for Wind Loads 20 psf 30 psf s0 psf 70 psf El FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE FIE1 FIE F Roof span(ft) 1 Stud Spacing 2,3 The text of Section 21.2 of ASTM E1996 shall be substituted as follows: (Prescriptive Alternative to Table 3.5) 12 24 36 12 24 36 12 24 36 12 Sheathing Location (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or lOd Box Nails(inches,o.c)' _ 24 36 12 6 12 611216 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 2.2 ASCE Standard: Wind Speed Rafter Sloe Rafter Required Number of 16d Common or 40d Box Nails per Heel Joint Connecltion1.2.3,4,s Interior Zone p Spacing(in.) q p 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 24 6112 6 12 6112 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 ASCE 7.10 American Society of Civil Engineers Minimum Design Loads for {see Figure 1.1} 12 3 5 8 3 6 9 5 9 13 6 12 17 tY g. � 16 4 7 8 4 6 9 5 9 17 6 15 23 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Buildings and Other Structures Stud 3:12 Perimeter Edge Zane 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 1 19.2 4 8 12 5 10 14 7 14 21 9 18 27 Spacing Wail Hleight(ft) Required Number of 16d Common Nails or 40d Sox Nails per Stud to Plate Connection{pif} 24 6 12 6 12 6 12 6 12 6 12 6 17 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 The text of Section 6�.2.2 of ASTM E1996 shall be substituted as follows: (in) 24 5 10 15 6 12 18 9 17 26 12 23 34 -- 12 3 4 6 3 5 7 4 7 10 5 9 13 BOARD SHEATHING or LAP SIDING $ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 16 3 5 8 3 6 9 5 9 13 6 12 17 Sheathing Size Rafter/Truss Spacing 6.2.2 Unless otherwise specified,select the wind zone based on the 11 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4:12 ( Minimum Number of 8d Common Nails or 10d Box Nails ..-. _ ..�_. .. . . . ... ....... . 19.2 3 6 9 4 7 11 6 11 16 7 14 21 inches,o.c.) ultimate design wind speed, Vutr,as follows: 12 2 2 Y 2 2 2 2 2 2 2 2 2 2 2 2 Per Support 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 24 4 8 11 5 9 13 7 13 19 9 17 26 12 3 3 5 3 4 6 3 6 8 4 7 11 1x6 or lx8 Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6.2.2.1 Wind Z rir,1-130 m h<_ultimate design wind speed, V < 140 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 p g p ult 16 3 4 6 3 S 7 4 7 13 5 9 14 ix10 or Larger Sheathing 12-24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 5:12 19.2 3 5 7 3 6 9 5 9 13 6 11 17 mph. 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 6 9 4 7 11 6 11 16 7 14 21 E - Nail spacing at panel edges(in.) 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 3 3 4 3 3 4 3 4 6 3 5 8 F - Nail spacing at intermediate supports in the panel field(in.) 6.2.2.2 Wind Zone 2-140 mph s ultimate design wind speed. Vult< 150 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 16 3 3 5 3 4 5 3 5 8 4 7 10 mph at greater that E 1 mile(1.6 km)from the coastline.The coastline 12 "2` 2 2 2 2 2 2 2 2 2 2 2 3 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used, shall be measured from the mean high-water mark. 19.2 3 4 5 3 4 6 3 6 9 4 8 12 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 5 7 3 5 8 4 8 11 5 10 15 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G<0.49. 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 12 3 3 3 3 3 3 3 3 5 3 4 6 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 6.2.2.3 Wind Zane 3---150 mph(58 rri/s)s ultimate design wind speed, 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 16 3 3 4 3 3 4 3 4 6 3 5 8 V,,izs 170 mph(76 tit/s),or 140 mph(54 m/s)5 ultimate design wind 9:12 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 19.2 3 3 4 3 4 5 3 5 7 3 6 9 speed, Vur{170 mph(76 m/s)and within 1 mile 0.6 km)of the coastline. 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 24 3 4 5 3 4 6 3 6 9 4 8 12 B The coastline shall be measured from the mean high-water mark. 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 12 3 3 3 3 3 3 3 3 4 3 3 5 A j �.t`. B, `e 12 2 2 2 2 2 2 2 2 2 3 3 4 4 S" 16 3 3 3 3 3 3 3 3 5 3 4 6 �' `o 6.2.2.4 Wind Zone 4-ultimate design wind speed. Vulr>170 mph(76 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 12:12 .. ✓ �, �� ;. 29.2 3 3 3 3 3 4 3 4 6 3 5 7 >� f . 16 2 2 2 2 2 2 2 3 3 3 4 4 5 6 24 3 3 4 3 3 5 3 5 7 3 6 9 +° ;r i Heel joint connections are not required when the ridge is supported b a loadbearin wall header or ridge bream designed to 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 j q g Pp Y g g g ►.. . 20 2 2 2 2 2 2 3 3 4 4 S 5 6 7 resist the applied loads. 1 Prescriptive limits are based on asswmptions in Table 3.5. 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the takbulated heel joint connection requirements shall be permitted to be reduced proportionally to the reduction in span. 3 Equivalent connections are required for ceiling Dist to ceiling Dist la splices. 4"o.c.Nail Spacing Panel Nailing Q q g l g) p p perTabte 2 l 6' o.c.Nail Spacing Panel Notting perTable 2 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. (page 7) 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of f the attic space. -�- Platn-to-st d + When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint Connection (Table 8) 1 Lesser of U2 connection requirements shall be increased by the followin factors: I are, i' Required ED ARC Ceiling Height/Top # uplift Blocking , REV. DATE REVISIONS -JODia 'r1'f� Plate-to-Roof Ride Heel Joint Connection ` Cookout Block f l I g (optionaq ; ; Connection Minimum 2x4 L` Height(HtjH ) Adjustment Factors h per Table 9 outlooker y(r z a T T 1f2 2A0 SectionA-A GableEndwsll Section ow X XXXXXXX XXXXXXX _ c Figure 15. Rake Overhang Framed Without Structural Figure 17. Rake Overhang Framed With Structural U(1 - � 1/4 1.33 Outlookers Panel NailingOutlookers 1 035461 0) 1/5 1.25 rTable 2 N 1/6 1.20 4"o.c.Nail Spacing Leese C�' 1/10 1.11 r �-'`r PROPOSED PLANS Exp.7.31.2026 Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located albove one of ,, .i'gym �' ~�Lookout 4832 YO U N G S AV E the top plate-to-roof ridge height,HR,or when He is greater than 2 feet and may require additional consideraition. i" < ;-•° $ slack Table 9. Uplift Forces for Two Foot Rake Copyright 0 American Wood Council. Downloaded!printed pursuant to License Agreement.No reproduction or transfeer authorized. (optional) Overhang Framed With Structural Out/ookers SOUTHOLD NEW YORK AMERICAN WOOD COUNCIL I Truss-to-Stull ( I Y llUtl0ok8r Connections Sake ; Outlooker Spacing Uplift(lb.) a - .._ Truss t DESIGN CRITERIA (CONTINUED) 12"o.c. { 282 r r ry. r Section A-A 16"O.C. i 349 i DRAWN BY: IEG SHEET NO.: d ... C I. 1`' t NECKED BY: ZTC _. S t .Figure 16, Rake Overhang Framed With Rake Truss 24"o.C. 624 ��. SCALE: AS NOTED f 1 . e ISSUED DATE: 08-15-25 r KEY r- ---------------------------------------- -- O - STEEL COL. - FLUSH STUCTURAL MEMBERS I I I r� - POINT LOADS FROM ABOVE r_____________________________________, I I EXIST. UNEXCAVATED i i ��= N = >�4A;x. -1ST CONIC, LEVEL EXISTING WOOD DECK ABOVE I p k2ND CONC, LEVEL -3RD CONC, LEVEL >',: .,• ' x .y -4TH CONC, LEVEL I I I I -5TH CONC, LEVEL I I I I I � — . — . — . — . — — _ — — ;e_1 — — — — — — _ ; 1 ------------ -FTG ��/ � / - - --- --- --- -HIDDEN MEMBERS ABOVE I I I I � r-----------------� - - -DROPPED BEAMS ABOVE I I I I I I I -FRAME WALLS (SEE 2.c) I I I EXIST. UNEXCAVATED I I Ir----------- I j I EXISTING WOOD DECK ABOVE I I I I I I I I I ---------------------------------------------_-- -------------, I I I I EXIST. 18" DEEP L_------------------------------------------------- L ----- -----------J L----- I FLOOR TRUSSES — 24" O.C. I I LJ t-—————————————————— I I --� r----- -------------- I I I I I -.-- I I r--- I I w I I I I I i I I o Uo I I co L--.--J EXIST. 18" DEEP I I N I FLOOR TRUSSES x w 24" O.C. I I I w m I I I I I I I I z I I I U) I I EXISTING BASEMENT w l EXIST. 4" CONC SLAB ---------------------- ------------ EXIST. 18" DEEP I I I I I I I FLOOR TRUSSES I r I 24" 0.C. I I a l I I —————————————————————————————— I I I ( EXIST. 18" DEEP cn FLOOR TRUSSES z g l 24" O.C. !I FLOOR GIRDER TRUSS I w X I I I UP 16 t ` zI I L__--J j I I I I I I I I X. + I I I I FLOOR GIRDER TRUSS . . — . — . . . . . . . �--- I r--I--� I I I I I I I L-----1 I I L____J _ I I I SUMP o o I I I I I I r -1 r- I I BASKET o f I I I I I I I I I I UP 19R I I I I I I I I i EXIST. UNEXCAVATED I I I I I j I � j I EXISTING CONC. SLAB ABOVE I I I I I I I 11 I I I I I I I I I I II I I I I I I I I FLOOR GIRDER TRUSS FLOOR I I I I I I DRAIN q QO L----•--------------- I --- I I I \ J I I r---------------------f -I------- --- I I I I I I I I I I L - �-------------------------I I j I ---J I �_ ------- I I -------___J I -------------------------------------� -----rh Fl L--------------------------------------� I L------------ r------ I j I ———————————— i--------------- --------T -1J ----------------------------------------� I I I I EXIST. UNEXCAVATED I I I I EXISTING CONC. SLAB ABOVE I I I I I I I I I I I I I I I I I I I I I I -------------J i r- CL------------------- ---------------- -----------� I L J------------------ L J --------------L—J----------L—J-� �� lotr)cz IL------------------J �Li - -r------------------- -_ } 3 451 �} ofNE\N� Exp.7.31,2026 REV. DATE REVISIONS EXISTING FOUNDATION PLAN 0 XXXXXXX XXXXXXX (FOR REFERENCE ONLY) SCALE: 1/4" = 1'-O" PROPOSED PLANS 0 2' 4' 8' 12' 4832 YO U N G S AVE SOUTHOLD NEW YORK 77 EXISTING FOUNDATION PLAN DRAWN BY: IEG SHEET NO.: w;u . -, `, CHECKED BY: zTC ' SCALE: AS NOTED 2 . a ISSUED DATE: 08-15-25 I i Z7PROPOSED 2 x 12 WD. FRAME WALL KEY 18'-9" O —STEEL COL. MASONRY WALLS l=I —FRAME WALLS THEATER SD oo EXISTING III � i� WINDOW I --- �-- �i -- -- _ CMS .— WELL L_J L_J A/S A/S _3II WII - 1 III ~ � PROPOSED 2 x 12 �311 WD. FRAME WALL II 0 0II PROPOSED 2 x 12 II WD. FRAME WALL 3' 6 " L EXISTING -- — BED#6 A e AV -- - J- —1 ROOM ---- EXISTING STEEL COLUMN STORAGE SD -- — TO REMAIN AS IS CMS EXISTING _ -- — ---- --a � � _, RECREATION /LOUNGE -- — 12'-0" 18'-9" sD L_J L_J A/S ,- A/S CMS - L I 1) EXISTING STEEL COLUMN J — GYM PROPOSED 2 x 12 EXISTING STEEL COLUMN ap TO REMAIN AS IS ( e --� WD. FRAME WALL TO REMAIN AS IS I SD cV - r- CMS UP 16R 1 J Ll 3'-64" 18'-9" o o SUMIP UP 19R p BASKIET EXISTING EXISTING �_� - > EXIST. UNEXCAVATED A/S A/S BATH = IMECH. U �xICV ! W rj MECHANICAL / \ m t w O "v) ROOM WINE ROOM D)RAIN SD + FfLOOR 12'-0" 0. CMS t = O - 3 STORAGE EXISTING EXISTING UNEXCAVATED WINDOW WELL 'C��tED AFDC Joao� tii�fi 0354 OfiNE Exp.7.31.2026 REV. DATE REVISIONS Qx xxxxxxx xxxxxxx NEW LOWER LEVEL FINISHED PLAN PROPOSED PLANS SCALE: 1/4 — 1 —0 0 2' 4' 8' 12' 4832 YOUNGS AVE SOUTHOLD NEW YORK if � s NEW LOWER LEVEL FINISHED PLAN •.,�. DRAWN BY: IEG SHEET NO.: ° CHECKED BY: ZTC • SCALE: AS NOTED 2 . b ISSUED DATE: 08-15-25 i ELECTRICAL KEY 1ST FL W.P. WATER PROOF DUPLEX OUTLET DUIPLEX OUTLET DUPLEX - SPLIT WIRED OUTLET =+ QUADRUPLEX OUTLET 22(0 OUTLET As �Lv' � G.F.I. GROUND FAULT INTERRUPTOR i THEATER CL CLOCK OUTLET ® DUPLEX FLOOR OUTLET -� -- -- r DUPLEX - SPLIT WIRED SD EXISTING ® FLOOR OUTLET WINDOW CMS EO EYEBALL LIGHT FIXTURE WELL R RECESS LIGHT L_J L_J RECESS HEAT LAMP A/S A/S Fr --__ II LV•A�- LOW VOLTAGE MINI RECESS LIGHT - - III _ - v. (nil -�- CEILING FIXTURE III oil CHANDLIER C III I WALL SCONCE -- - L---- BUNDLE PORCELAIN FIXTURE EXISTING O -- — , ', .. .. "Y �.. a BED EXTERIOR SCONCE #6 p..(% -- — AV YW.P. — ; �71 � STORAGE ROOM SD -- — �I-�'- _ TRACK LIGHTING -- — _ _ —� �LL CMS I �� - I ® EXHAUST FAN ! Lv. EXISTING RECREATION/LOUNGE UNDER CABINET LIGHT SWATCH - O $D DIMMERL_J L_J _ A/S CMS JAMB SWITCH e I $3 THREE WAY SWITCH � - I GYM / M $4 FOUR WAY SYNTCH PHIONE JACK-2 HOME RUNS PER JACK o Lv CMS LV• D FAX JACK UP 16R _ / i T❑ THERMOSTAT VACUUM OUTLET © TELEVISION CABLE w.P. i v. *Lv-� ® 1-CA7 6E (550 MHz) 1 GARAGE DOOR OPENER °p SUDMP UP 19R p BASPKET 9 GARAGE DOOR OPENER SWITCH x; LV. Lv. EXISTING ®D SMOKE DETECTOR EXISTING IL_J L_J G.F.I. > EXIST. UNEXCAVATED A/S A/S BATH = MECH. FLOOD LIGHT 1 1 = UNDLE COMPOSITE CABLE: I \/ w 2-CAT 5E MH0° z 1-CAT 6E �555500 MHz MECHANICAL _� 1 D O 1-RG6 (3.0 GHz) LV. LV D L, WINE ROOM _ ROOM � ► _ _ DRAIN IN-WALL SPEAKER G.F.I. (FLOOR � CEILING SPEAKER I CMS = CARBON MONOXIDE SENSOR 0 J @O 0 3 A ALARMKEYPAD V. L�� STORAGE DB DOOR BELL FQ_QC7I DOOR BELL CHIME CEIUNG FAN EXISTING EXISTING UNEXCAVATED WINDOW - - - - - - WELL KODO ' 035457 C3 Or Exp.7.31.2026 REV. DATE REVISIONS Qx xxxxxxx xxxxxxx NEW LOWER LEVEL ELECTRICAL PLAN SCALE: 1/4" = 1'-0" PROPOSED PLANS 0 2' 4' 8' 12' 4832 YOUNGS AVE SOUTHOLD NEW YORK 77-77 e �K4 NEW LOWER LEVEL ELECTRICAL PLAN DRAWN BY: IEG SHEET NO.: _ CHECKED BY: zTC '" • SCALE: AS NOTE2 . d D '. ,; ., ISSUED DATE: 08-15-25