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HomeMy WebLinkAbout49359-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY d. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PIANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49359 Date: 6/12/2023 Permission is hereby granted to: Hobart Road LLC PO BOX 806 Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD, DEC Non-Jurisdiction & Trustees Non-Jurisdiction letters. At premises located at: Hobart Rd Southold SCTM # 473889 Sec/Block/Lot# 64.-3-3.1 Pursuant to application dated 5/8/2023 and approved by the Building Inspector, To expire on 12/11/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,323.20 CO-NEW DWELLING $50.00 Total: $3,373.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector:, Y 2023 Applications and,forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Own6r's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: °� ."" SCTM# 1000- Project Address: 14 Phone#: Email� � � � Mailing Address: CONTACT PERSON: lY Name: *-, V N, la, Ih q� Mailing Address. /' t� °'"/ A-11 /9 Phone# o Email: �F . DESIGN PROFESSIONAL INFORMATION: Name: " o / . Mailing Address: ",,,",// '7- hone Phone#. .. Emall. � CONTRACTOR INFORMATION:' Name: Mailing Address: Phone#: Email DESCRIPTION OF PROPOSED CONSTRUCTION ),New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Est 5 a of Project: ❑Other 11 11 1 Will the lot be re-graded? ❑Yes w o Will excess fill be removed from premises?,eyes [:]No 1 ¢ 4 'PROPERTY INFORMATION Existing use of property: Intended use of prope i Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Ll f s this property? ❑Yes o IF YES, PROVIDE A COPY. Check BOX After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the BuildingDepartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk;County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as'a Class A"misdemeanor pursuant to Section 210.45 of the New York State Penal Latin. Application Submitted By(print name)': Po ❑Authorized Agent Owner Signature of Applicant: Date: 5 ( c23 STATE OF NEW YORK) SS: COUNTY OF 1t-'FD�1� 105aly F7,ftft±c_ being duly sworn, deposes and says that(s)he is the applicant (Name of Individual signing contract) above named, (S)he is the P `• l 6W (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. 7',74 KV, 1 6, Aj`fork Sworn before me this day of Vy\ p 2077_ ' Notary Public PROPERTY OWNER AUTHOOZATION (Where the applicant is noAtdhe owner) I, 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 Glenn Goldsmith, President � � ���" Town Hall Annex �w 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 15, 2022 Joseph & Heidi Battaglia P.O. Box 806 Southold, NY 11971 RE: HOBART ROAD LLC HOBART ROAD, SOUTHOLD SCTM#: 1000-64-3-3.1 Dear Mr. and Mrs. Battaglia: The Southold Town Board of Trustees reviewed your letter dated November 29, 2022 along with the survey prepared by Nathan Taft Corwin III Land Surveyor, last dated June 23, 2022, and determined that the proposed construction of single family dwelling and garage on the captioned property is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or ii of land or reinoval of sou, ilo Construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd NEW YORK SWE DEPARTMENT OF ENVIRONMENTAL CNSEI 711 N SUNY,en Sion F Bi ook.50 Circle Road,SWy Hrgok,NY 11790 P:(631)4444-0365 6 Fa(631)444-0360 Ww v ,loo MywW LETTER OF NO JURISDICTION TIDAL WETLANDS ACT 3/1/2023 Hobart Road LLC PO Box 806 Southold, NY 11971 Re: Application #1-4738-04221100002 Hobart Road LLC Property Lot 1, Hobart Rd, Southold, NY 11971 SCTM # 1000-64-3-3.1 Dear Applicant: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the contour labeled "Elevation 10' 1929 Datum per survey dated May 28, 2008 last amended February 9, 2008 by Nathan Taft Corwin III, Land Surveyor", which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by Nathan Taft Corwin III, Licensed Land Surveyor, last revised February 9, 2023, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local munipalities. S4cer ify, , U n A'kerman Regional Permit Administrator cc: BMHP Land Use Ecological Services, Inc. File ro CGenerated by REScheck-Web Software INJ( Compliance Certificate Project Hobart Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,417 ft2 Glazing Area 29% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Hobart Road Hobart Road ronzakary@gmail.com Southold, New York 11971 Southold, New York 11971 lilull)�� Compliance: 5.4%Better Than Code Maximum UA: 846 Your UA: 800 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. S U ryas a onsidered in tNu UA or Ipeir orrna nce corn pIlli arrc path in Call "�bch(:nck. Each s0aatx,on gira e aDe°rUr11 Q rtm & na�a;'a11 K'm lrS IIV4D loinger e a, A':r GDfl �'� 4 ni�r(".'anU"na� qG D'�''II II"'G:Vrll ll':U 'Ila'."Vu", dasser°ntflY uru the ��nr,.(Jfla.d aw.Ilurn atr.zoine anus nnr....t the u� inr rarvurn r,lnergy .ocR!, li su�uVa i En elQ e Assemblies Ceiling: Flat Ceiling or Scissor Truss 2,356 38.0 0.0 0.030 0.026 71 61 AGW Main: Wood Frame, 16" D.C. 4,513 21.0 0.0 0.057 0.060 184 194 Exterior Doors: Solid Door (under 50% glazing) 36 0.200 0.320 7 12 Windows: Vinyl Frame 1,247 0.300 0.320 374 399 SHGC: 0.30 AGW Garage: Wood Frame, 16" o.c. 159 21.0 0.0 0.057 0.060 8 8 Garage Door: Solid Door(under 50% glazing) 18 0.200 0.320 4 6 AGW Attic Knee: Wood Frame, 16" o.c. 69 15.0 0.0 0.077 0.060 5 4 Foundation Walls: Solid Concrete or Masonry Wall height: 9.5' 2,247 15.0 0.0 0.053 0.059 113 126 Depth below grade: 8.5' Insulation depth: 9.5' Windows: Vinyl Frame 113 0.300 0.320 34 36 SHGC: 0.30 Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 1 of10 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. naw. 2/22/2023 Name-Title Signature Date Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. S # . Pre-Inspection/Plan Review Plans VerValue fied Field Value Verified eComments/ &ection complies? Assumptions Rec� ID.__.._. . ..r. �.� _ __ ......... .............. .... _ 111-11111..... �_�... ,103.1, Construction drawings and ❑Complies Requirementwillbe met. 103.2 documentation demonstrate ❑Does Not [PRI]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawin sand .... ❑Com Iies Requirement g pement will be met„ 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 403.7 sized per and co Manual S based Btu/hr Btu/hr ❑Does ill b 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. p Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1]High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 3 of10 # Foundation Inspection P Complies?mplies. Comments Assum Section tans Ver�f�ed Feld Verified Value Value ' / ptions 6c Rec.ID _ 402.1.1 Conditioned basement wall R- _.. ._._ _-mmIT R-- ❑Com lies _ .._..._.. ..a. ... �µ...... See thee Envelope e Assemblies [F04]1 insulation R-value. Where interior R- R- ❑Does Not table for values. insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. _ 303.2 Conditioned basement wall ❑Complies ... R.�. ._,m. .... .. equirement will be met. [F05]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 .Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable [ 303.2.1 A toprotective covering exterior installed - _ ElDompNos q e m� _. . mmITIT�Requirement will be met. 2 p p t insulation and extends a a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow- and ice-melting system ❑Complies Exception: Requirement is [1`012]2 controls installed. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1t(Tier 1) www �wmedium lm act(Tmier....22)).. m Low Impact(Tier 3) hl m a . mmmmm Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 4 of 10 .. . Section _. Plans Verified Field .i_e�ld..,.V_- _e-_r.i�fmie_.d # Framing /Rough-in LnsPection Value Value ilComplies? Comments/Assumptions & RID 402.1,1, Door U-factor, U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1,1, Glazing )- factor(area weighted U- U- ❑Complies See the Envelope Assemblies .1 402.3 , average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable ........ ............... �.._ 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermalbarrier - ❑Complies Requirement_...�.......�.. �.� � ent will be met. [FR23]1 installed per manufacturer's ❑Does Not �p>>; instructions. ❑Not Observable ❑Not Applicable 402.4.... w.................... ........ .... 3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. .... .®. ........ ..... ..w �... p� �....._. q..�__.....- -.... ....... 402.4.5 IC-rated recessed lightingfixtures ❑Com lies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403..._ ._ _m....._.._.. .... .........o -_. ... .. 3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not A >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable 'return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 3.3.2 boxes are sealed with _._... �� � ❑Doe plot Requirement will be met mm 1403.3.2 Ducts, air handlers and filter ❑Com joints/seams compliant with International Mechanical Code or ❑Nat Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as _ .. �.... .. ....❑Com li_.. ....�.-� �__��. �.....__..._._.. .._._ g p es Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable ............. __ 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 °F are insulated to >_R- ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC - ElComplies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- � __, ..__..._..... .. ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable c ❑Not Applicable 1 Hi h Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 5 of10 # . Framing/R..__.. .__..._ .. section plans Verified Verified g Rough Inspection Value Value Complies? Comments/Assumptions & Re ID �_� 7 ,,.m ., .....M..... ..�, �. 403,6 Automatic or gravity dampers are ❑Complie� .._. ...._..__.. ent will be m ,..� .............. � s Requirement will be met. (FRI911, installed on all outdoor air ❑Does Not intakes and exhausts, ❑Not Observable []Not Applicable Additional Comments/Assumptions: ..,�.. �. ...�_.._ —..mm «««...wawa...... 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low impact (Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 6 of10 i&Section # D _ Insulationl Inspection ection _- PI Verfed Field Verified Complies?lies Comments/Assumptions Value Value 303.1 All installed insulation is labeled ❑Complies Requirementwill be mee m _,.�..�.w�. t. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable _ 402,1.1, Wall insulation R value. If this is a ❑R ❑ �- Elco_,_ ...... R � ❑Complies See the Envelope 1 Wood Wood ❑Does Not table for v lues. Assemblies 402.2.5, mass wall with at least /� of the slues. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation kfi,, requirement applies (FR10). E] Steel Steel ❑Not Applicable 303.2-. Wall insulation is installed per ....�C. --------. omplies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2`rMedium Impact(Tier 2) 3 Low Impact(Tier 3) mmm„m Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 7 of10 Section Y � Plans Verified Field Verified 4 # Final Inspection Provisions Value Value Complies- Comments/Assumptions & Req.ID. — m _ —. ...... .. e._.n,.. , j. .,.. _. . ..- g insulation R-value. Wood— ❑ Wood ❑Complies t bee for values. Assemblies 402.1.1, Ceiling blies 402.2.1, ❑Does Not 402.2.2, ❑ Steel ❑ Steel ❑Not Observable '402.2.6 ❑ [Fill' Not Applicable FI1] � _... per 303.1.1.1, Ceiling insulation installed r ❑Complies Requirement will be met. 1303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable ................ 402.2.3 w...._. ......... . Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be me w .t. [FI3]1 insulation >—R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.... .. ....._......_...........m_....—._. — — ....._.... 4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 — mmmmm mmm mACH 50 — �❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3,3 Ducts areressure tested to cfm/100 cfm/1 � _._._. p 00 ❑Complies Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. —wwwww — . .....................__... _.. .. .........._. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met, [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. — .......... 403.3.2.1 _ 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable ... ..............._......._...... ................... ...... .m...... .. �......_..... 4 . .. _._. . 03.1.1 Programmable thermostats []Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable I403.1.2.. �_.Heat.._. __�.,..... ....... ...�...a..,... .. .. , ....,��. ..... _.. ._ . .._._._._ pump thermostat installed ❑Complies Exception: Requirement is I[FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable ., .. .. ..._ .................. 403. ... 5.1 Circulating service hot water ❑Complies Requirement will be meta [FIJI]2 systems have automatic or ❑Does Not accessible manual controls, ❑Not Observable ❑Not Applicable „mmHi h Impact act (Ti 1 g p (Tier 1) 2 Medium Impart(Tier 2) 3 Low Impact (Tier 3) Project Title; Hobart Road Report date: 02/14/23 Data filename: Page 8 of 10 Se ion Final Inspection Provisions Plans VerValue fied FieldVerified Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation systemValue ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circullationsystems ❑Compliesmm Exception: :Requiremment immITITmm s '[FI28] have a circulation pump.The ❑ not Does Notapplicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ... ..._... ................ Cmmmmmmm mIT- � � - -����� �❑����-om plies Exception: Requirement is [F[29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2........Demand recirculation water .... ..... ....._ ,,,.... .. �,. ,....... ..�� _ ... .__....�.... ..........� ❑Complies Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units � � � amplies Requirement will be met C - . [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90% or more of permanent ❑Complies Requirement will be met. [F16]1 fixtures have high efficacy lamps, ❑Does Not ❑Not Observable ❑Not Applicable 404.1 no continuous pilot light. _...... . ., ......❑Does _.� __��_.........firemen_........ 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. 3 Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 q Mediumlmpact (Tier 2)� 3mLow Impact (Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 9 of 10 #I& .._.Pla....... .,_.fled .....Verified Fiel Final Inspection P rovis�ons ValueValue Complies?. ,......7- - 303.3 Co_m.�._ments s�umP.� t...o,.n. s Re .ID . _ Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 mechanical and water heating DDoes Not systems have been provided. ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1)� .2mm Medium Impact (Tier 2) 3 Low impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): CIZIMIZZ ,m' EMEMEMEM= Window 0.30 0.30 Door 0.20 Heating System: Cooling System• Water Heater: Name: Date: Comments i e v , 4 !r k NYS ..max'. JUN ?023 i New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 112730891 EASTERN CONCRETE CORP PO BOX 149 WESTHAMPTON NY 11977 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER EASTERN CONCRETE CORP HOBART RD LLC PO BOX 149 HOBART RD WESTHAMPTON NY 11977 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 1773918-8 372731 02/07/2023 TO 02/07/2024 5/29/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 773 918-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IANWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NSE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:310443174 U-26.3 C 05/301 CERTIFICATE OF LIABILITY INSURANCE CE °AT °nrY,"' 05/30/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION'ONLY AND CONFERS,NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIV'E'LY OR NEGATIVELY AMEND,EXTEND OR ALTERTH: VERAGff E RDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE N�THE ISSUINdCURER(S),AUTHORISED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsernent(s). PRODUCER A Barbara Dammers '.. NAME.. Roy H Reeve Agency,Inc. PHONE Extl: (631)298-4700 FAX Noiz (631)298-3850 PO Box 54 E-MAIL s: bdammers@royreeve.com ADDR13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC 9 Mattituck NY 11952 INSURER A: Ohio Security Ins Co INSURED INSURER B: Eastern Concrete Corporation INSURER C: PO BOX 149 INSURER 0: INSURER E: Westhampton NY 11977 INSURER F: COVERAGES CERTIFICATE NUMBER: CL22112218089 REVISION NUMBER:. THIS IS TO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR TYPE OF INSURANCE 1 POLICY NUMBER 'MMMONYYY 1.M1't)DlYY F LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE FX-1 OCCUR PREMISESISES.Ea ocnunren,ceL $ 300,000 X Contractual Liability MED EXP Any one parsoni $ 15,000 A Y Y BKS59297977 11/30/2022 11/30/2023 PERSONAL&ADV INJURY $ 1,000,000 GFULAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POL'IC'Y IRI-ECT LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER, $... AUTOMOBILE LIABILITidY OE'`'tBk4�SE.Drt71 $NGLtm It IT $ 1,000.000 oi ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED BAS59297977 11/30/2022 11/30/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS +� HIRED NON-OWNED ' RO TYOAMAG. $ AUTOS ONLY AUTOS ONLY (^r acs'+defry'. Uninsured motorist $ 1,000,000 UMBRELLALIABOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE '.. AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER, �ANYPROPRIETOR/PARTNERIEXECUTIVE ❑ E_L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NN) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L..DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder Is listed as additional insured with respect to general liability as per the terms and conditions of form#CG8810-Commercial General Liability Extension Endt,as required by written contract or agreement. Coverage is on a primary&non-contributory basis&a waiver of subrogation applies. Coverage for completed operations applies as per form#CG8611-Additional insured-Automatic status when required in construction agreement. No policy shown contains any wording which excludes coverage for injuries to employees/third party over actions. Additional insured,primary non-contributory& waiver of subrogation, under commercial auto as per form#AC8502(06/18)-NY-Business Auto Enhancement Endorsement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Hobart Rd LLC ACCORDANCE WITH THE POLICY PROVISIONS. Hobart Road AUTHORIZED REPRESENTATIVE Southold NY 11971 L- I LA141= IM1 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD „a HOLE TEST HOLE DATA (NOT TO SCALE) BY: MCDONALD GEOSCIENCE 7/3/08 - GRADE EL +12.2' oz MIXED SAND & GRAVEL BROWN SILT ML PALE BROWN FINE NN TO MEDIUM SAND SID 11.6'_ Co AFM O r WATER IN PALE BROWN FINE Or TO MEDIUM SAND SPZ) 0 CD CD 17' GROUNDWATER ENCOUNTERED _ 7 , 10.8' BELOW GRADE (ELEV +3.7') a�. a r,f .fl r”1 1 n�_, Sit le r P1 d 0 ,, l �Scale: l = 20 1 I 4-1 cz U O Cn Q U) SITE PLAN BASED FROM SURVEY PREPARED BY NATHAN TAFT CORWIN, L.S. 1 ELEVATIONS BASED ON VERTICAL DATUM NAVD88 4/23/23 ,,., . i FAm p r N" m r j t I i _3 --3 • SS�Ssd►'sq�s FINISHED Ronald Zakary STORM WATER CALCULATIONS GRADE z Q _(V X ROOF AREA = 3,596 SF x 2"RAINFALL= CONCRETE COVER R Z architecture & design 599 CU.FT.REQUIRED VOLUME 13.42' GARAGE: 13.42' PROVIDE(1)4'x 10'DRYWELL(DW#1)AND CONCRETE CHIMNEY PROVIDE(1)5'x 10'DRYWELL(DW#2) 111 South Street A 12.00'x 2.00'x 2 = 48.00 SF PROVIDED VOLUME=615.8 CU.FT.>599 CU.FT. INLET MIN.4"DIAMETER 20" 20.54 20.54 Suite 16 B 22.00'x 21.00' = 462.00 SF 20.00' APPROVED PIPE- TOTAL = 510.00 SF V SECOND FLOOR: DRIVEWAY = 3,605 SF x 2"RAINFALL= PITCHEDy"PER FOOT Oyster Bay, NY 11771 A Tb 20.00 _ � o L 6.00'x 2.00' - 12.00 SF 600.8 CU.FT.REQUIRED VOLUME Tel. 516-922-5680 0 1200' O 15.50' FIRST FLOOR: 0 8.00' N M 13.42'x30.00' = 402.60SF PROVIDE(1)4'x10'DRYWELL(DW#3)AND RonZakary@gmail.Com ci C 13.42'x 16.00' = 214.72 SF O o o N 20.54'x 26.50' = 544.31 SF PROVIDE(1)5'x 10'DRYWELL(DW#4) 10 11171 IT� D 20.54'x 12.50' = 256.75 SF �' O � ® 0 0 21.00'x 14.50' = 304.50 SF PROVIDED VOLUME=615.8 CU.FT.>600.8 CU.FT. I ❑ E 33.50'x16.00' = 536.00SF N P 10.00'x1.00' = 10.00 SF Project Title: o O r F 21.00'x 12.50' = 262.50 SF O ti Q 20.00'x 24.00' = 480.00 SF WALK-OUT BASEMENT o o © O O � r' G 10.00'x 1.00' = 10.00 SF r' R 10.50'x 12.50' 131.25 SF TERRACE= 371 SF x 4"RAINFALL = 123.6 CU.FT. ;n M H 2O.00'x 33.50' = 670.00 SF S 9.50 x 14.00' 133.00 SF PLANTER= 230 SF x 4"RAINFALL x.2 = 76.6 CU.FT. _J "' `V I 15.50'x 19.75' = 306.13 SF T 4.50'x 2.00' = 9.00 SF TOTAL = 200.3 CU.FT. o PROPOSED NEW DWELLING: 33.50 0 4.50'x 2.00' = 9.00 SF 6.00' N 21.00 10.50' 9.50 15.50 U 15.50'x 19.75' = 306.13 SF = III= BATTAGLIA RESIDENCE 22.00' c 4.50'N K 9.50'x 1.50' = 14.25 SF L � ��' 0 4.50'N V 8.00'x 2.00' = 16.00 SF -I I ( � -) HOBART ROAD o O U J TOTAL 2,279.35 SF O ® � O � TOTAL 2,348.79 SF I III= J SOUTHOLD N.Y. 11971 21.00' o T m -III w 1-1 o SECTION 64,BLOCK 03,LOT 03 to I I- w III- 0 0 10.00' 9.50 K o 10.00' o -III g 1-) G P g LU CD z S0 I I o LEACHING SECTIONS lIl- , - w _ REFER TO DRY WELL LEGEND FOR DIAMETER I-I A SQUARE FOOTAGE DIAGRAMS I�I I I AND DEPTH Ronald Za k�ry zU I I I I I REFER TO SCHEDULEI III gztill Z � �D�� Qom„ NOTE: fit'O� o 6'MIN.PENETRATION ,��` K1; r= '' HIGH SEASONAL GROUNDWATER BACK FILL INTO A VIRGIN STRATA , _ Z MATERIAL TO BE CLEAN SAND AND GRAVEL OF SAND AND GRAVEL 1 00 (0 LEACHING POOL DETAIL LOT 20 ` 7�Q y0 223. 01 � ' i � i � � S 58°56 '00 " �W WW� ��- INFILTRATOR WATER TECHNOLOGIES z 1zCD ARC 24 CHAMBER i i i �I 00 N 'N II �' PRODUCT SPECIFICATIONS �� _ I � d- N (NOT TO SCALE) 1 o j 9 `O N / I / o o CC-,) I I JJ I / I � N ,� evasions CD No. Date Description ARC 24 CHAMBER END CAP l/ \\ j N & w ` �I j �\ I I 1 I Z p TOP VIEW / 1 I \ _1 _ ° _ _ _ _ __ __ __- 1 \ i 1 04-26-2023 Progress Set SIDE VIEW END VIEW �j-� J �I- , / 1 / J �' I \ ` 2 05-03-2023 100%CD's/File for Permit s I 1 18'\ 0 / J J \ I FLAG O I I LL 1 7 /A- jDW#2 1� �/ \ / \ FLAG 1 ° I , 1 ; , A� - ./ \ , \ # oN 46 42 03 W pm#§ + I cc co I I IDW#3 }f----- '- ------ -- � ��+ � / \ \ 9 I- La 7 1 I 1 Z � 1 I / / P��O� / � LLJ �Q V�Py/S / \y�. _�" HAMBER 6+ I I 1 ` Q N - I I Q " I ' U 1'S� f' / �O� / ` , / �.r ` �`�STEM �� 0 Q LLJ 67.3 I N !l1 I ! / k 1 /� :-' �>-�ENERAtIOR� ? r / \ LW Z W LL1 z I Z 150 s" \\ � _ � � Q SIDE VIEW END VIEW w I `� / ''' j 9� \ c� > 11 PROPO4ED S , �'', / ' + /�` I g Z NCL 60.0° 1 I / ACK 1 11✓ = / / Z o\ \ w o Z Q I , a ( \� I �N (EFFECTIVE LENGTH) ` 1 P' / U Q W M 00 / I N 12.1" ff, I �� ` / �, //`� I/ / i 6 i�; ED `� I o I�LIJ 00 SURVEY INFO BY: I w w 1\ �/I } /x _ I Imo-- \ \" I Q�' 0 v w NATHAN TAFT CORWIN III �- 22.0"- - 15 - 11 l I ! \ o \ I ? ZD o =, LAND SURVEYOR �0 / � TYPICAL HAY BALES � J Y N REQ I D SE CIS , I 1 &SILT FENCE // \I i �,� . I w 1586 MAIN ROAD " NOTE:PROVIDE CHAMBER SYSTEM SUITABLE TO HANDLE 200.3 CU.FT.CAPACITY 1 //I s \ J // 100'-T �\ O 9 II / ° �� JAMESPORT, NY 11947 �z / ETLANDS SEIBA�K �/ Z Zo $ s\ 101 .0 PHONE M 631-727-2090 �6 W / I I ` - - - - - - - - - S 58 35 00 W w / I I o �� \ I Y , "1 G �'\ / O s STRUCTURAL CONSULTANT: -- 1/ I ROQd �o I I I I It I y I `t DiLANDRO ANDREWS ENGINEERING PLLC CD Qo 158 COUNTRY ROAD 39, SUITE 10 J Q I w o0 I SOUTHAMPTON, NY 11968 I 1 \I I \ \ 1 1 ► s\ / / I I I M d PHONE M 631.259-3959 L-LiI I I J I ZONING DATA■ \ I 1 . -FLAG z JURISDICTION: VILLAGE OF SOUTHHOLD s \ I \ \` 1 ! A ''�.� ._ �,(1)AC, I 112W-7�„ / _ _ - �G AOOD DOCK I ENERGY CONSULTANT: �� \I \ � I ,-'' �� ;UNIT/ 0 I 8 \ _ HOME ENERGY SOLUTIONS, INC. / � 4' WIDE P TH SECTION: 64 BLOCK: 03 LOT: 3.1 ZONE: R-40 II Q���� \ '`'\ f--= ;,\�,�' ~�.,� ,_L� o J // / FLaC#3 w I I 187 E. MAIN STREET N I Y �- o Z J ° ��0/1 �� �� DW#1� / l ,� ji ROCKS o HUNTINGTON, NY 11743 LOT INFORMATION: REQUIRED PROPOSED 1 CN ��iPy I (DW �,--r' `� m `, i I / // 6\ / ' ; p I I o PHONE M 631-673.0664 40000SF 41,843.OSF(gross) // �.�_-� (�_ __ -- ---- N CO- --L- --� - --i/ ��/ '/' + FL J N I I � LOT AREA I 1 / s\ M 1 / / # �, N 40 938.0 SF net / W ' _ / � rn LOT WIDTH 150.0 FT 176.67 FT / 1 I // o m f _ N I I rn / FOUND I / w � \ / ��// // // �FEKCE/ E 9'\ 2 5 S. N N PIPE -�- - - - - - - WIRE E -- ---------- - - - - - - - - - - ' i0.4'S. �r - - Z GROSS FLOOR AREA CALCULATION: ` - - / / SET / / S 58"35'00" W STOCKADE FENVE / / / J FENCE / EPTICSYSTEM / / * / STAKE � � � 45.03' 101 .0' ZONING REGULATIONS: REQUIRED PROPOSED J 1.4'N. 3.2'W// x '�c DESIGNED AND / ; // ,/ -�, ,/ ° , „ s N 58°35'00" E 35'•0" LL ALLOWABLE: I 2 4 2 . 4 O ENGINEERED BY OTHERS 0) CO /� (0 �%�, (� N 5 8 3 5 0 0 E BUILDING HEIGHT 35'-0" LOT AREA=40,938.0 SF -40,000.0 SF = 938.0 SF J ,/ from avg.grade o N o 938.0 SF x 5.0/o =46.9 SF + 5,100.0 SF = 5,146.9 SF (max GFA) �, N'r� NIOIF FRONT YARD SETBACK 50'•0" 50'•6" JAMES H. RICH III, „ PROPOSED GFA: CRAIG B. RICH 1\o g Title: REAR YARD SETBACK 50.0 t128.7 _ Drawing n I' tJiay . GARAGE - 510.00 SF & LESLIE E. RICH _.._.. AGGREGATE SIDE YARD �„ FIRST FLOOR = 2,279.35 SF v- SETBACK 35.0 86.6 a SECOND FLOOR = 2,348.79 SF o �p � ' II � � �=c1 �; PROPOSED SITE PLAN SIDE YARD SETBACK 15'-0" MIN. 52.4 g (west) TOTAL = 5,138.14 SF - _-- . 34'-2 2" (east) GROSS FLOOR AREA 5,146.9 SF 5,138.14 SF TOTAL PROPOSED 5,138.14 SF< 5,146.9 SF ALLOWABLE ZONING ANALYSIS LOT COVERAGE 8,187.6 SF 3,458.87 SF N/0/F PROPOSED SITE PLAN I LOT COVERAGE CALCULATION: JAMES H. RICH III, 1 CRAIG B. RICH 1"=20'-0" ALLOWABLE: & LESLIE E. RICH NOTES: LOT AREA=40,938.0 SF x 20% = 8,187.6 SF 1- PROVIDE NEW GAS, ELECTRICAL,AND CABLE SERVICES TO I A. ..,n;. ,. . 4,. Scale: PROPOSED GROSS SF. EXISTING PROPOSED FOUND NEW RESIDENCE-COORDINATE LOCATIONS WI OWNER. .°'3 = "�` "` AS NOTED PROPOSED LOT COVERAGE: ONC. MON. ., 3.... yl ATTACHED GARAGE - 510.00 SF GARAGE = 510.00 SF N/0/F " `""'' " "'~ °` �" °' }"^°% E •,' "-' Date: 2- PROVIDE 6 CHAIN LINK CONSTRUCTION FENCE W/LOCKED FIRST FLOOR = 2,279.36 SF HENRY PA UL SMITH GATES AROUND PROPERTY PER VILLAGE REGULATIONS " ° ' °M° MAY 3, 2023 FIRST FLOOR - 2,279.35 SF = &" VERA ELEANOR SMITH W r' z:'. :;!f ,. -# <'. r.. FRONT COVERED ENTRY(wl steps) 84.50 SF Drawing Number: COVERED MUD ROOM STOOP (wl steps) = 75.00 SF GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE SHIELD SECOND FLOOR - 2,3 8. SUFFOLK COUNTY UNDERLAY- FLOOD COVERED REAR PORCH (wl steps) = 510.01 SF show DESIGN FROST LINE DESIGN COVERED REAR PORCH - 434.0 SF TOTAL = 3,458.87 SF SPEED MPH WEATHERING TERMITE DECAY MENT HAZARDS LOAD ( ) CATEGORY DEPTH TEMP. REQUIRED Ami TOTAL PROPOSED 3,458.87 SF< 8,187.6 SF ALLOWABLE 20# 130 MPH C SEVERE 3 FEET MODERATE/ SLIGHT/ 13 YES N/A HEAVEY MODERATE Ronald Zakar RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE HOBART ROAD EXT EXT SOUTHOLD,N.Y.,11971 SECTION 64,BLOCK 03,LOT 03 --- ---- Ronald Zakary ---- - - --- - -- - ----- --- --- rFY (4)12"x12"YARD DRAINS- r - - - - - - — —— —— —— ——— - - - - - - - - -1 '' PIPE TO DRYWELLS SUNKEN COURTYARD FLOOR:BLUESTONE 07 I F- - - - - - - - - - - - - - - - - - - - - --- I Qfi NEB — — — — — — — — — — — — — — ET �XT I I I L- - - - - - - - - - - - - - - - -� I I I I I I � — 02 - - 002 - - - - - - - - - - ooz - -oo I Revisions L - - - - - - - - - - - - - - - � No. Date Description I I In z I UNEXCAVATED I I 1 04-26-2023 Progress Set I I - rJ I I I 2 05-03-2023 100%CD'sl File for Permit I EAT I I I I I I I I I I L - - - - - - - - - - - --� - - - � I I I J L _ _ J I L — I I � - - - - - - - - - -I I A — - - - - - I I- - - - - - EXT I I I I I I I I UNFINISHED BASEMENT - -1 — — FLOOR:SEALED CONCRETE EJCT © 02 TO(5)ENAMEL SLAB+5.0 LIGHT FIXTURES I I I I I _ _ I 1 I I o01 0 l t M M I I I _ _ A A I I I I I EXT EXT I — —' I l001 _ — — — — — — — — — — UNEXCAVATED I I " 5'-11�" 1 " ,_ „ I " — s IIII IIII O A VESTIU TO(5)ENAMEL HVAC HVAC LIGHT FIXTURES FLO UNIT UNIT A AOR:TILE VST'ESTIBULE EXT WALLS:PAINT — — — — — — Cl) FOORIE WALLS:PAINT - - - - - - - - - - - - - - - - - -J O 4 IIII IIIIII I I UNEXCAVATED I I HVACMECHANICAL 0 - - � F- - - - - -I- - - - - -I- - - - - - - - -' _ _ FLOOR:TILE — — I L L J I I EST I UNIT WALLS:PAINT -J I — I Cn G � wUJ J � L _ - - - - -I - - - -------------i- a U a ------------- I I I HOT I I T I SE GE I I L - - - - - - - - - - - - - - - - - --I --------------{- I _ _ EC EATE I I r IA I I Drawing Title: I I I L - - - - - - J L — — — — — — 7 r- -- - - - - J I L - - � - - - J — — — — — — — — — - -- I I L — _ - - - - � � — I UNEXCAVATED I - - - - - - - - - - - - J - - BASEMENT FLOOR PLAN 001 I I � — o T I I L - - =-1 I I I F- ---------- L - - - - - - - � I I --- ---- I I ILlI I I Scale: L _ J----------L _ AS NOTED Date: MAY 3, 2023 BASEMENT FLOOR PLAN 1 Drawing Number: 4 Ronald Zakar z CIDCI 1 RZ architecture & design o � A-1 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 a RonZakary@gmail.com w � =wo a ~ Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE HOBART ROAD SOUTHOLD,N.Y., 11971 SUNKEN COURTYARD SECTION 64,BLOCK 03,LOT 03 BELOW 1 fl OVERALL Rona I d Z a k a r y 4'-61" 20'-61N 1 fl 1 11 1 11 1 fl 1 11 1 " 1 fl 4'-61" 6'-81" i119� �119� 6'-81" r119� 10'-�" 1 11 9'-91" 10'-2311 7�-�." 7'-11311 118 118 118 36"HIGH GUARD RAIL TO CODE 'N��` eN � ► � �117� i115� �115� GUARD RAIL COVERED PORCH �iV © '; Q, FLOOR:BLUESTONE _ ; 114 114 116 114 114 �, �, � ,, 120 1 t.. F � NEVI 1 Itic tic zc rr Lin - LIM OFFICE FLOOR:WOOD WALLS:PAINT Revisions No. Date Description b 14 KITCHEN/BREAKFAST N 1 04-26-2023 Progress Set FLOOR:TILE - - 120 o WALL :PAINT TI IE W00 2 05-03-2023 100%CD'sl File for Permit --� 101 1 2 101 --� F- b I 113 JCN _ 112~ 13� FAMILY ROOM - - - - - - - - "-' FLOOR:WOOD lv I WALLS:PAINT 20'-�" 3'- -11 0-01 5-51" W 1 " SPFF T GUEST BEDROOM "a" CABINETS,COUNTERS,& 1`YPE X GYPSUM BOARD - I FLOOR:WOOD APPLIANCES BY OTHERS PREFAB GAS FIRE LACE v' WALLS AND CEILING IN GARAGE � HAND RAIL PROVIDE PLUMBING I INSERT TO CODE 112 WALLS:PAINT ` air� I 105 FOR POT FILLER I �� a Uj � .� I I 112 113 101 I SAW CUT CONTROL JOINT Z ��l 1�I''I REF FRE - - - - - _ - ❑ ti `� - - - - - - - w ca4 ca4 x 2 CAR GARAGE pN MUD ROOM o BUTLER'S PANT - m - I 101 I FLOOR.EPDXY FLOOR:TILE m O6 FLOOR:TI P6� R 109 09 102 c�' I FLOOR;TILE TEMPERED GLASS WALLS:PAINT ❑ WALLS:PAINT WALLS:PAI T FL R:TILE - - - - - - - WALLS:PAINT SHOWER ENCLOSURE WALLS:PAINT 1_ 11 1 N I I '- " 5'�" 1 11 1 11 1 11 11'-�" 5'_83fl '-3311 1 1 w 107 - IPULLDOWN IM I -J = x ❑ B THROOM STAIR I ~ - - a �, 10 111 FL OR:TILE , 112 113� I L I - - —� o cwn w o cwn w LS:PAINT o - - - - - - - - - - - - — — z ~ WINDOW SEAT MUD ROOM PORCH '� HAND RAIL 1oa 1oa - FLOOR: LUESTONE ch m - - - - J DINING ROOM ENTRY FOYER �09/ '��/ n o FLOOR:WOOD I I FLOOR:WOOD 110 WALLS:PAINTcc I I WALLS:PAINT 107 11� Lin. Lin I I w I I 101 1 2 101 Z M� �C? J "v M _ COVEREDENTRY L—LFLOOR:BLUES TONE -1 N 107 107 - 1 _ 1 - �� 4i 105 105 105 �\06� ��06/) (106111 _CT o @� Drawing Title: CN " " FIRST FLOOR PLAN fl01 1 11 six, 1 N 1 11 1 N 3'-51," 2'-�" 1 11 1 11 2'-01" 3'1 1 11 1 11 1 " 1 11 2'-75" 2'-75" 1 " 2'_ 51, 31-11" 10 1 11 1 1 M 1 " 1 1 11 01 1 fl 1 fl 1 11 1 fl 0001 1 N OVERALL Scale: AS NOTED Date: MAY 3, 2023 FIRST FLOOR PLAN Drawing Number: 4 a3 Ronald Zakar RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE 69'-51" HOBART ROAD SOUTHOLD,N.Y.,11971 „ 3�-6--" 8'-0N X-11 SECTION 64,BLOCK 03,LOT 03 1'-31" « 20 6 ' 1 3 1'-31« 9'-81" 10'-61" 6'-81" 6'-81" 4'-63" 10'-31" 6-81" 9'91" 10'-23" 3'-61" 11 3'-113N Ronald Zakary � i i1 //-11�(2) Al , KSID pc7 17 217 C ATED COPP R !I '"',, 0 DR JNS-PIPE C; , ❑ ❑ 1iR0 SUPPER — CW �� _ ---------------------------------L-�- — — — — — — — — — ROOF BELOW N r _ >_ � — — 16 216 15 215 15 BALCONY I __J1 _J '�► ? ,,�Q I FLOOR:IPE DECKING — - F N I I 36"HI H GUARD RAIL I ` \\ _ i;14� KEMPE FLAT ROOFINGI _ _ SYSTEM-PITCH TO DRAINS r- — — — — — — -ol � - 1 « LEAD COATED COPPER I Revisions C, � I FLASHING PAN I No. Date Description zo ��� > _ BEDROOM#3 SHARED '- " ILC W1 04-26-2023 Progress Set BATHROOM BEDROOM#2 1 FLOOR:WOOD I � I ��` I >: MASTER BEDROOM FLOOR:TILE FLOOR:WOOD -�6 13 13 I o WALLS:PAINT I I I _ FLOOR:WOOD 2 05-03-2023 100/o CDs/File for Permit I 217 WALLS: TILE 217 WALLS:PAINT '- I � I WALLS:PAINT I I- - - - - - - - — — - 218 - z1s I I I I TEM E RED GLASS R ENCLOSURE M 201 201 „ 3„ -1 L 2'F-T -01" � — 4-51„ —711-4 I I MASTER BATHROOM 1 211 B_ENC_H H FLOOR:TILE WALLS: TILE�PECHIMNEY I FLOOR D IN TEMPER�D GLASS zz — — — — — WASHER DRYER F [—SHOWERENCLOSUR E I PRIMM TRAP I ANTE-CHAMBER W1 CtOSET _ _ _ _ _ _ _IS 0 FLOOR:WOOD 210 „ I MN U I FLOOR:WOOD 1 1 1 1 1 I 07 WALLS:PAINT I 1 1 111 _ 01 I 11'-7-" 3'-11-" 4'-11-" WALLS:PAINT _ 1. 11 4'51" 6'-7-" cc " I - - " _ oe - V EN LAUNDRY R KI CLOSET I c' _ _ - - - - - - - - - _I 36"HIGH GUARD TOI M 211�22� U a RAIL TO CODE LO R:TILE FLO R:MOOD] L — — — — — — — — — — — — — FL R: E N — I ALL':PAINT 214 213 Fm BENCH WA E M n UNFOISHED v I I o8 u ATTIC/S f RAGE I HALLWAY HOOD EXHAUST I �•�, �b FLOOR:WOOD PIPE — — — — — — — — — — - WALLS:PAINT 1 BALCONY CLOSET INT RIOR 1 FLOOR:WOOD BY OTHERS HER W.I. CLOSET "''` F OL OR WOOD WALLS:PAINTIJ I WALLS:PAINT CN PULL DAWN LINEN CLOSET 36"HIGH GUARD LU Q — — `STAIR RAIL TO CODE zz21 �. - - - - - - - - - - - -I 11 03 WINDOW SEAT I I I e U -C14 - cn zCN I I I F — - - - - - - - - - m \ -Cn e' I I J I 210 ROOF BELOW 208 08�09� SHOWER ENCLOSURE BAT TEMPERED G 201 201 1 FLOOR: ILE(Zr N BEDROOM#4 I WALLS: TILE OPEN TO BELOW FLOOR:WOOD i �� zc EC WALLS:PAINT / \ 11 I ` (31 / \ 208 08`09.) L — — — - - - _J / \ 208 208 04 208 08 Drawing Title: 205 05 05 _ L ��06� — J L — KEMPER FLAT ROOFING SYSTEM-PITCH TO GUTTERS 1'-31" 9'_8111 4'-61" 3_0N 3'- 2'�" 11 2'-01" 3'-51" « 5'-31" 1 11 N 6-83" e ell 1'-31" « 4'-61" 11 5'-31" 5�_g3« SECOND FLOOR PLAN 1 « « , N 1 « SECOND FLOOR PLAN Scale: '� AS NOTED 114"=1'-0" Date: MAY 3, 2023 Drawing Number: Ae , Ronald Zakar RZ architecture & design FOOTING SCHEDULE 111 South Street Suite 16 TYPICAL SPREAD FOOTING 15"x 36" FOOTING W/ 1 Z"x 3 2" Oyster Bay, NY 11771 Tel. 516-922-5680 A KEYWAY +4#5 BARS CONTINUOUS&45 BENT DOWELS Ronzakary@gmaii.com INTO WALL @ 24" O.C. (BTM. OF FTG.= ELEV+3.67 UNLESS OTHERWISE NOTED) Project Title: © 30"00"xl5" FOOTING W/4#5 EACH WAY GRADE=EL.+9.5 PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE © 36"06"x15" FOOTING W/5#5 EACH WAY HOBART ROAD SOUTHOLD,N.Y., 11971 TOP WALL=EL.+9.5 TOP OF WALL=EL.+9.5 EC SECTION 64,BLOCK 03,LOT 03 D 42"x42"xl8" FOOTING W/6#5 EACH WAY YARD DRAINS=EL.+EL O DROP WALL 6" CONNECT TO DRY WELL ONFIRM#OF RISERS WITH FINAL GRADE O48"x48"x24" FOOTING W/7#5 EACH WAY TOP WALL=EL.+10.0 - - --- - Ronald Za ka ry YD YD YD YD -- - ---- TAPERED SIDE WALL TOP O WALL=EL.+7.0 TOP OF WALL=EL.+7.0 - - x- - ---- - o ;m 1 « « 1 1 « « 1 1 11 ✓ 'r K _ FINISHED PAVERS - REFER TO STRUCTURAL ELEVATION=+4.5 1 1 1 1 _J I 136 ENGINEER'S PLANS FOR TOP OF WALL=EL.+ . I RETAINING WALL DESIGN OVERALL I F- - - - - - - - - - - - - - - - - - - - -I « 4'-61« « 01 5 BARS 20,-6 I I 12"O.C.(TYP) =+ z I I I I o r F - - - -r- - � - - —r- - -, — —I 10'-02" i « IccI I I I I I I a 1'-7 ' - - - - - - - - - - - - - " I TOP OF WALL=EL.+13.61 � —� — � - - � - -� — � =_ Revisions STEP tion 1 � I - No. Date Description - - - - - - - - - - - - - - - - - - - - I l- _ p - - - -I I 2:1 MAX 1 — __- ozo I - - - - - - - - I I 1 04-26-2023 Progress Set TOP OF WALL=EL.+13.7 I I UNEXCAVATED R VIDE R-10 G INSULATION - -BROP W _ _ _ 2 05-03-2023 100%CD'sl File for Permit AT OUNDATI N T 'BELOW T 4"SLAB W/6"x6"WWF ON TYP.12"CONCRETEI I I ( BEA POCKET BEAM POCKET otc S B W/ C.CAP FLASHING I - 95/o COMPACTED FILL FOUNDATION WI I I _ _ I ST 0 PARGING 1 - STEP FOOTING 15"x36"FOOTING I 1 I -- L 2:1 MAX q I � BTM.OF FOOTING @ THIS I T I I B ® I o LOCATION=EL.+1.5 1 rx r I I A-6 I I BASEMENT TOP OF SLAB I I I I x ( A ELEVATION=+5.0 �- - - - - - �- - J - - - - - - - - - - - - - � I A-6 I I TOP OF WALL=EL.+14.8 I I — - - - - - - J L - - B •-(- •-� TOP OFWALL=EL.+13.7 1 - - r- - - - - -r - _ r - -� - - I I FTr, -------NOTE: I I I FOOTINGS ELEV.+4.67 q— 0-- - J rI 10"TH - la 3I 7-23" L 5'-11 I I 20'-6�" I LUCATI " IA =-I--' c 1c TOP OF WALL=EL.+13.71 I I- - - - - - J 1- - - - �- - -� E - 7-1 I A6 STEP FOOTING I I I I l 1 1 2:1 MAX I - - - 1 — I I I lox I I I I - - lI I I 1 W 'o I I I - - — —�LU r.-r— --� -- — — — I I I I o I I I + - - r.— —� - — I .. 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I f• I I. • . j> I I N S I I 1 1 1 I J 1 , I I JL 3«83-1« 15-8CAGE 8"O.C.T.O.W.=EL.+13.7 5- 1 - -« - I6-9 HVAC I _ HVAC b A-6 UNIT - UNIT I I M a' I I I _ `Y� � TOP OF WALL= . - EL.+13.71 TOP OF WALL= ROP WALL AT20.H.DOORS - - - - - TOP EL.+12.4 1 I I I r— —T — - - - - - - - - - � I L—J�.—J .L.— J L— I T P OF WALL=EL.+13.7 - HVAC TOP OFWALL=EL.+13.7 STEP FOOTING UNEXCAVATED I L - - - - - L - - - - -I 2:1 MAX - - - - - i - -J 4"REINFORCED SLAB I I T P OF WALL=EL.+14.8 UNIT a Wz �— L - -, - - - - - ,- - -� I A w � I I _ - - - - I I I I -� - - - — — ----------�- `�� A-6 _ w TOP OF WALL=EL.+13.6 cc I I� l HOT \ ----------- ( 1 SEWAGE I- - - J - - i - - � - - - -I - ------------}-- E TOP OF EL.+14.8 ATE OILE - - - - - - - - - DrawingTitle: — 1 � r I I I L _ - - _ TOP OF WALL=EL.+13.7 I - - - - - - -c' - -� + L _ _ - - - - - J r- FOUNDATION PLAN UNE_XCAVA_TED I r- - - - - - - - - - - -- 4"REINFORCED SLAB L. I 10"WALLS W/ — - J I L_ - - - - - - - - I T- - T � - 12"x24"FOOTINGS 10"WALLS @AREA W/ 12"x24"FOOTINGS I I = _ I I I I TOP OFWALL=EL.+13.6 - I I —� TOP OF WALL=EL.+11.25 I — — — — — — — — —----- - - TAPERED CHEEK WALLS _ 2#5 PER TREAD I I-----� --- --a I Scale: I -------- I I AS NOTED L J L Date: MAY 3, 2023 Drawing Number: « OVERALL FOUNDATION PLAN A w5 1 114"=1'-0" (1) 2x6 PRESSURE TREATED PLATE TYPICAL EXTERIOR WALL Ronald Zakar RZ architecture & design ON SILL SEALER+ TERMITE SHIELD -MAIBEC TWICE DIPPED CEDAR TYPICAL 2x6 WALL PERFECTIONS -BLUESKIN HOUSE WRAP 111 South Street PARGE EXPOSED CONCRETE 1-#5 CONT. -8"CDX PLYWOOD SHEATHING Suite 16 1- BENT#5 @ 30" O.C. -2x6 STUDS @ 16"oc STONE PAVERS -z"CLOSED CELL SPRAY INSULATION Oyster 516-922-56801 4"ADVENTEK SUBFLOOR +R-13 BATT(R-27) Ronzakary@gmail.com TOP OF SUB FLOOR ELEV. +15.0 -8"GYPSUM WALL BOARD TOP OF WALL ELEV. +14.8 (1)2x6 PRESSURE TREATED PLATE Project Title: 118" TJI PRO 560 @ 16" O.C.— ON SILL SEALER+TERMITE SHIELD 118"PRO 560 FLOOR JOISTS „ @ 16"O.C.W/ROXUL I WITH R-301NSULATION STRAPS @ 16 O.C. TOP OF FRAMING SHELF_ _ _ I ACOUSTIC INSULATION a'SUBFLOOR PROPOSED NEW DWELLING: LAYER OF OF ICE & TOP OF SUBF_LOOR ELEV.+15.0_ _ BATTAGLIA RESIDENCE ELEV. +13.7 ° WATER SHIELD STRAND BOARD RIM JOIST HOBART ROAD REINFORCED SLAB-THICKEN SOUTHOLD N.Y., 11971 ° TOP OF FOUNDATION ELEV.+13.7 ' TO 8"AT PERIMETER I I 1" DRYWALL —- - - - - ° °;I I 2 GRADE(VARIES) +, .�} 3„ 2"DRYWALL SECTION 64,BLOCK 03,LOT 03 #5 @ 24" O.C. I I (2) 2x6 PRESSURE TREATED (2)2x6 PRESSURE TREATED PLATES WITHI HOT DIPPED GLAVANIZED ACHORS 32" O.C. 6"° 6 PLATES ON TERMITE SHIELD ex 12"HOOKED ANCHOR BOLTS @ 32"O.a @ a 3„ UNFINISHED BASEMENTRonaId Zakary #5 @ 24" O.C. ON EACH WAY DAMP PROOFING W/J"RIGID INSULATION12" CONCRETE FOUNDATION WALL W/#5 @ 24" O.C. EACH WAY ° I I 12"CONCRETE FOUNDATION WALLM#5 BARS @ 24"O.C.EACH WAY4"REINFORCED SLABII 1 SI)A FOUNDATION DAMP PROOFING '� X. +4' RIGID INSULATION TYPICAL FOUNDATION WALL RSE FRAMING SHELF DETAIL DEE - - - - - - - - - - q''}-� s' Ll - — — — — — — — — — —of w - — — — — — — — o - - - - - - - - - - - - - - - - - - - — — — Revisions No. Date Description J L 1 04-26-2023 Progress Set 2 05-03-2023 100%CD's/File for Permit r TM.OF STEEL=3"ABOVE 1 DOOR HEAD HEIGHT L—J L IRD UNEXCAVATED ROP WALL/ DROP WALU I BEAM POCKET BEAM POCKET N x N �W • • F.J.118"TJI PRO 560 @ 16"O.C. m I 11SH=x ,� FLUSH W12x16 r -Ii/IROVIDE(2)2"WEB STIFFENERS I a � L J L J BASEMENT STEEL WHERE COLUMNS o ARE ABOVE-FULL WELD(TYP.) SYMBOLS y I NI r------------- ---� o I �' o I F.J.118"TJI PRO 560 @ 12"O.C. l `CD' U) I +(1)11 g°ML BELOW ISLAND I o 0 =(3) 2X6 OR(3) TECO HANGER BOLTE - — — I I Cl) LO o F.J.118"TJI PRO 560 @ 16"O.C. 2X4 AS REQUIRED TO FOUNDATION WALL NDING / r i L-- J I I ——————————— —— = N ® =INDICATES POINT LOAD — — — L J U J — — — N� F.J.118"TJI PRO r N F.J. 118"TJI PRO 560 @ 12"O.C. —� I • ( =4 2" DIA. STEEL COLUMN _ _ _ N 5so @ 1s"o.c. L—J (UNLESS NOTED OTHERWISE) — — — N I DOUBLE FLOOR JOISTS @CABINETS I I °°I o SIMPSON TOP — — — FLANGE HANGER p =POINT LOAD FROM ABOVE _ L _ � r—� FLUSH W12x26 r—� r � r � • FLUSH(2)11 8"ML 1 FLUSH W12x26 FLUSH W12x26 FLUSH W12x30 FLUSH W12x26— o- — — FLUSH W12x26 — =CORNER HOLD-DOWNS ® L —J L—J L J L J HD UNEXCAVATED F.J.118"TJI PRO 560 @ 16"O.C. X � d W 6 n O X tD C X =BEARING WALL HVAC HVAC ; N I M • UNIT UNIT o U) _ o N � J ' � J lL LL V- U_ I1 NOTES: I FLUSH W12x19 r—-I FLUSH W12x19 r— r [3- 1:31FLUSH W12x19 a FLUSH(2 11 Z"ML MINIMUM INTERIOR HEADERS TO BE (2) L—J L—J L __ - - -- Drawing Title: 7%" M.LAM UNLESS NOTED OTHERWISE 1 I I UNEXCAVATED FHVACF.J.118"TJI PRO 560 @ USE 8d & 10d FOR ALL SIMPSON UNIT — — — — FIRST FLOOR FRAMING C5 Q I x CONNECTIONS w \—CANTILEVER WINDOW SEAT PLAN w a ALVANIZED HANGER SEE A-7 PROVIDE FIREBLOCKING IN CONCEALED ______________ w J BOLTED TO CONCRETE SPACES AS REQUIRED PER CODE R-302.11 o I / 2 9 _ML S LAN I ' HOT FOUNDATION WALL -------------- a SEWAGE WATE / STRAP ALL POSTS TO HEADERS T&B —————————————— ECT EATS BOILER O DETAILS TO ON SITE LL: ----- — — ---- ---- SEPTIC SYSTEM PLEASE SEE DETAIL B/A-5 FOR FLITCH • PLATE DETAILCn Scale: PROVIDE (1) 2x6 TOP PLATE ON TOP OF ALL - AS NOTED FLUSH & DROPPED STEEL BEAMS BCl�1M . UNEXCAVATED Date: MAY 3, 2023 ALL STEEL COLUMNS TO BE 4 2" DIAMETER x .337 WALL THICKNESS WITH 8"x8"x4" BASE FIRST FLOOR FRAMING PLAN Drawing Number: PLATES UNLESS NOTED - 1l4"=�=6" ------------ -------------------------- Ronald Zakar RZ architecture & design SYMBOLS 111 South Street Suite 16 Oyster Bay, NY 11771 2X4 AS REQUIRED Tel. 516-922-5680 RonZakary@gmail.com ® =INDICATES POINT LOAD Project Title: r--i • I =4 2" DIA. STEEL COLUMN Q PROPOSED NEW DWELLING: L—J (UNLESS NOTED OTHERWISE) o � BATTAGLIA RESIDENCE Z � p =POINT LOAD FROM ABOVE HOBART ROAD SOUTHOLD,N.Y.,11971 HD� =CORNER HOLD-DOWNS SECTION 64,BLOCK 03,LOT 03 =BEARING WALL co Ronald Zakary NOTES: MINIMUM INTERIOR HEADERS TO BE (2) Apc 7 4" M.LAM UNLESS NOTED OTHERWISE '��� �PIK /.x USE 8d & 10d FOR ALL SIMPSON CONNECTIONS * \' PROVIDE FIREBLOCKING IN CONCEALED _ HEADER W 12x26 _ _ ALL PORCH COLUMNS(7). " NJ, 0 �? 5 x 5 x 8 H.S.S.W/12 x 12 x� 7 -� SPACES AS REQUIRED PER CODE R-302.11 BASE PLATES Wl4 ANCHOR BOLTS F N � o STRAP ALL POSTS TO HEADERS T&B C0 iJ ---BOTTOM OF ALL FRAMING I F Ua N a LOCK SOLID @ 3: SCREENED IN PORCH TO BE " x °' KNEE WALL ABOVE 8'-10"ABOVE FIRST FLOOR PLEASE SEE DETAIL B/A-5 FOR FLITCH HEADER 2 11 M / � ;,N M CA 2x6 �--- — — --------------� Revisions PLATE DETAIL /^ 16"O.C. ---- "-- ----------------IDI / N I� YIII No. Date Description W12x1s_ - - / FINISHED PAVERS I _ ] 1 04-26-2023 Progress Set PROVIDE (1) 2x6 TOP PLATE ON TOP OF ALL ` I" o �I I g FLUSH & DROPPED STEEL BEAMS I I Y ELEVATION=+14.5 I I _ I � 2 05-03-2023 100%CD's/File for Permit LU CONT.HDR.(3)11 Jg"ML 2)2x6 TYP. I I I ( `" I Ili ALL STEEL COLUMNS TO BE 4 2" DIAMETER I I I x .337 WALL THICKNESS WITH 8"x8"x4" BASE I I x _FLUSITYd6x57-___ __— PLATES UNLESS NOTED J _ E3 __ ____-____ -----E3 __, I� F.J.118"TJI PRO 560 @ 16"O.C. a I L J F.J.118"TJI PR I I I = _ 560 @ 16"O.C. I I I = I III / 1 1 o I r n HEADER W 16x2 r-n - U_ m - - - -- — ` L. —u J I of OORDINA E WALL THICKNESS / x FLUSH(2)11 "ML-- / L '� WITH DOORMANUFACTURE � � ` / —_-----__- R.2A0 @ 16"O.C. �( m I I I FOR JAMB IZE-MIN 2x8 W4L a TYP.FL.J. I CUT TO CURVE ` / - - - - - - - - - - - - - HEADER 2 11 "ML 1� F.J.11 "T I PRO 560 @ 12"O.C. F= / - ��� l SISTER W (1)11 J"ML @ 24"O.C. I Z ; / FLUSH(2)11 J T C.J.2x6 a o (COORD.W1 LIGHTING LAYOUT) I a W 16"O.C. M a CNLY_ " - i _ IoI RAMEWA LUPTO -� M @� IW(3)2x6 JACK STUD LANDING o I I o J g + z � a I F.J.11Z„TJI PRO 560 @ 16 O.C. o r FLUSH W12x4� o z 8 a = a / _i ML-@A1R_LANDIN I o C) "TJI R aF.J.11 L. OL.o ST " = z Ua z io g 560 @ 16 0.C. ----- - o ®J - ] mo m X o J BLOCK SOLI o LLJ ,� - FLUSH(3)11 'ML / HN M N X g old I BELOW WALL a z Z $— + l I o0 DBL.FL.J.BELOW WALL +a Y I M x Z) Nm _ 1 Nm J ,N I m Im v o w I ti / TOP FLANGE A ER ""' r�- -- _ 1 1 _ - - !'I �I TL.COL. STL.COL. l / a / GIRDER FLUSH W 16x26 I / O a / _ 1 HEADER(2)1i ML_ -/^ , FLUSH(3)11 "ML - _ _ _ w o! � FL US 2 11 ML )�-1Yll / - - - - - - - - x / 7 - - ` / J w ! F.J. 11Zg"TIPR 6� 6' / J r -� �N F.J. 18"TJI PRO 560 @ 16"O.C. �,� a o US (2 0 - - fi - - - -a v - - - IN I ICI , I I I — — — — —� (3- - - - ^ '/ F USH(2)11 Z81 'ML / 1 J SH(2)1 J"ML+ "A l"STL.FLITCH / = BLOCK SOLID BELOW WAL�� / � i - J M _-_ LO rim Nm X r- - - moo o JI I" _ � KI a J = PULL DOWN v o HE DER(2)11 Zg" L _ )�z"M r 1 " "' o a! ^ F_ ~ , g I U) I STAIR I - - FLUSH(2)11 �g ML_ - FLUSH(2)11 MLp / " / �" NGD J N - - - - - - - - - - 2 L �� MI N 1p FIRST FLOOR `; �„ I I ; ELEVATION=+15.0 ( RAME 2 SIDE WALLS W/2x4 w I I ` ' / ` STUDS+2 LAYERS J"PLYWOOD- LQ � ` / WRAP EXPO BEAM J GLUE&SCREW TO"HANG" DROP(3)14"ML _ /^ (3)92"ML z " / 1 I W/DRYWALL FROM CANTILEVER M.LAMS. _ a I i J PEN ABOV `+m I (3)2x6 JACK STUD / x - / o � ' � I C.J.2x6 +moo " ---CCC � o .�' 16"O.C. o J I N I I /LU 2 9 "ML STA6 LANDING Drawing Title: ` ML 8 ` I = I FRAME WALL UP T - - -' LANDIN ONLY ` / �­POST BELOW WINDOW R.2x10 @ 16 O.C: o ` / o= FOR STAIR LANDING CUT TO CURVE " EADER(2)11 , z 147 I o o SECOND FLOOR � a FRAMING PLAN 7 "ML 1 / 2 1 O / � " " L / N o t T lR(2j 11 8 Z, F- ADER(2)_1 re" 00 (CANTILEVER)z ,� o @� Scale: AS NOTED Date: MAY 3, 2023 SECOND FLOOR FRAMING PLAN 1 114"=1'-0" Drawing Number: -7 Ronald Zakar RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE HOBART ROAD SOUTHOLD,N.Y., 11971 SECTION 64,BLOCK 03,LOT 03 Ronald Zakary �1,:-.D APxc Q., .� � -A tp F FN�`� — - - - - - - - - - - - - -�T HEADER BELOW 7 - i - - - Uo - - - - - i L I- x ���a 13� N �� Revisions I .R. x8 16"0. 111�IS , R.R.2x8 6"Q.C. HEADER 2 11 "ML i^ 3(12 ITCH 3/12 PITCH � ( No. Date Description I /^ - HAMFER END OF o o I 1 04-26-2023 Progress Set �, / C.J.2x6 FLITCH PLATE TO 7 " I of a rx m - _ 16"O.C. / DEPTH @ 9:12 PITCH I WI,; i _ _ HEADER BELOW _ 2 05-03-2023 100%CD'sl File for Permit rn F -FLUSW(2p 1-Z['M� - - - HEADER 2 9 "M HEADER 2 11 'ML ^{, I, Z" I 1 / I 5A' VALLEY ML L FLUSH(2)11�"ML / ^ ^ C5 v=, 1 = I fA&TINUOUS HEADER(2)9 "M6 @� HIGH C.J.2x8 @ 16 O.C. I I II .J.2x6 @ co a o HIGH C.J.2x8 @ 16 O.C. "� 16"O.C. � C.J.2x6 I I I I / -�- I I I r- I I M R.R.2x8 16"O.C. 16"O.C. I I ` _ HIGH(2)9 "ML = � I v 3/12 PITCH I I B� EL�W P.L. I J I (2)9 2�, 1 HEADER 2 9 "ML / C4 *, I � II � 11 / J L _ -FLUSH 0-111� ML - - _ -i L_ ci I Z. HIGH(2)113 ML I C.J. x10 " LOPED C.J. I HIGH C.J.2x8 @ 16"O.C. I LOPED C.J. BELOW P.L. SYMBOLS 1 l / I I @ 16" D.C. 2x6 @ 16"o. I 12'-0"A.F.F. I 2x6 @ 16"0. I - / l N I II I OPE 1 J / J LI- -FLUSH(2)_11 a"ML- - / ABOVE (2)9 2 / J p l =(3) 2X6 OR (3) I 1 I I I I ` --/ 2X4 AS REQUIRED ^ HEADER 3 9 2"ML C.J.2x10 16"O.C. I� / I I �� 1 N _ El i -- -�`J I I I I I C.J.2 10 @ 16" D.C. v I HIGH C.J.2x10 16"O.C. � C. .2 ® =INDICATES POINT LOAD I / I / l / II I I II 19'-0"A.F.F. @ 16" C. r--I HEADER_ / i w =4 2" DIA. STEEL COLUMN X )— I I I I / - - - - - - - - - - { - - - - - - - - - - l` — (UNLESS NOTED OTHERWISE) / I I I / p =POINT LOAD FROM ABOVE � U iCIDo � I �d cU 'A"� C.J.2x10 @ 16"O.C. =CORNER HOLD-DOWNS N HD - - - - - - -- - - I X N - - - J L - - -' - - - - - - - - - --- / =BEARING WALL J (2) 2° 1 n SEE RdOF FRAMIN / I LiPLAN FOR THIS AREA v rn ( I N v FRAME OUT SHAFT FOR ` STL.COL.Acl ` x o �I I I I-- R o I HOOD DUCT To CODE / � I �? NOTES: 1 HIGH C.J.2x8 @ I U) N = N � I I I� o o 1 I 16"O.C. I `; I I ^ "FIR 2 9 " 1„ I I SECOND FLOOR = 1 / /- - - - - - - - - - - 9'-0"A.F.F. / F1 SH(2�9 -M o ELEVATION=+26.05 > j MINIMUM INTERIOR HEADERS TO BE (2) ` / 1 l o 2 X I HIGH C.J.2x8 7%" M.LAM UNLESS NOTED OTHERWISE / I C.J.2x10 @ 16"o.c." 1s"O.C. `� C.J.2x10 @ 16"d . PULL DOWN I I 2 7�,�ML o c5 (3 - I 9'-0"A.F.F. USE 8d & 10d FOR ALL SIMPSON _ _ STAIR 1 ( I CONNECTIONS I I w o — —F1=USH ""-Mi_ FL1SHt — — — / v �- - - - - - - - - - - -I I I ZD � 4 / -� I PROVIDE FIREBLOCKING IN CONCEALED I L FLUSH(2)118ML J r �J--� 27) SPACES AS REQUIRED PER CODE R-302.11 I I I I I I I '' F-L I I� o STRAP ALL POSTS TO HEADERS T&B �— `.Z FIEADEK(3� � 0 C J.2x10 16"O.C. C.J.2x10 @ 16"O.C. � Drawing Title: R-2x1 - 6�. R-2x1 -46"E3. PLEASE SEE DETAIL B/A-5 FOR FLITCH I h N �I � 18112 PITCH �� 18112 PITCH � C.J.2x6 I� HIGH FLAT--- PLATE DETAIL 16"O.C. i / \ = SECOND FLOOR PROVIDE (1) 2x6 TOP PLATE ON TOP OF ALL \ L_ _ - - FLUSH(2�11$ML - - HEADER 2 91,'ML r o a \\\ CEILING FRAMING PLAN FLUSH & DROPPED STEEL BEAMS z / N N o C.J.2x6 3)2x JA K N ALL STEEL COLUMNS TO BE 4 2" DIAMETER 16"O.C., FLUSH(3)11 J"ML BELO P.L. / / � ., NEA�R�2j9�"I�IL`. x .337 WALL THICKNESS WITH 8"x8"x4" BASE ''t?9 T "ML PLATES UNLESS NOTEDD (2)g2"M F SIMPSON H.D.TOP r FLANGE HANGER LL_JJ ® Scale: AS NOTED Date: SECOND FLOOR CEILING FRAMING PLAN MAY 3, 2023 1 114"=1'-0" Drawing Number: ®8 Ronald Zakar RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE IIOBART ROAD SOUTIIOLD,N.Y.,11971 SECTION 64,BLOCK 03,LOT 03 Ronald Zakary AROhr �co i"� T, X p o O�� r� F N��y Revisions No. Date Description 1 04-26-2023 Progress Set 1 1 W/ A-1 --/ EADER BE 2 05-03-2023 100%CD's/File for Permit II 1 RR 2x10 @ 16"O.C. RR 2x10 @ 16"O.C.I 1 9/12 PITCH F 9112 PITCH (2)9�'ML HEADER @ 1 0 @ TIE C6 r �� C_ — r7 I / ATTIC WINDOW I I o I I 1 1 - Zo � I I �Q /h - ^�� Ell 1 ❑ w �� CN I I o� I I RR 2x10 @ 16"O.C. /RR 2xl0 @ 16"O.C. R§ c� 9112 PITCH 9112 PITCH 1 o Lj LJ 2xJ01R.R.@ 16"O.C. y LF J �y 9/12 BITCH � — J 1 / CONTINUOUS(2)11 fig"ML RIDGE / Q�� I I J>>> P L I v / 2x10 R.R.@ 16"O.C. / ��0 o ti\CD � �; I I I _ ADER BELO+��/p SYMBOLS I I - 1 A�ReOF- - - I / `\ I I ��`c�' z ? a I I I -L- o =_ ` L 1 0 / CONTINUOUS(2)118"ML RII� E / I 1 — — I i�j =(3) 2X60R(3) j `- -a� - - -� r - rl o I j I N w �MIa - - / �a- 2X4 AS REQUIRED r- N -�` -I I I 11 W +s o ,- J I W N O ® =INDICATES POINT LOAD F_ _T- ______ HDR / ��_ _ _ _ _ _ _ _ ^y I j o o I I I 1 BL 2x10 R.R.+ ` 1 BELOW / `/I I I I I � �., I I 1 1 O �"P YWOOD FLITCH o r— I I C.TIES 2x6 @ 32"O.C. /I 6NTIN000S RIDGE(2)1� OLAMS Q M — 1^ — — — 1 o N I ( N I 1 ® � =4 2" DIA. STEEL COLUMN I = _ ___ _ -_ _ _ -_- _ _ _ L—J (UNLESS NOTED OTHERWISE) I DOUBLE ROOF RAFTERS RR 2x10 16"O.C. '1--I/ 1 v I/ �r / / _ °' — 4'b1L�tIBGE— ` — o / 9112 PITCH 1 1 I I 1 1 w 1 1 p =POINT LOAD FROM ABOVE ��� 1 Cn I I I I ` � I/ N T-I/ -t C I I 3)2x10+(2)LAYERS /'Eo - PLYWOOD FLITCH P� 1 = I F- = I I q I wk, C(3A I " w / RR 2x8 @ 12"O.C. �� C? 1 I "- " —I I o w �O �? I I ~ U COPPER C CKET v I " N =CORNER HOLD-DOWNS w)^ 3/12 PITCH(SHED ROOF) ��tie I I — `D = o I I GF� 1 1 ��,q- I I a, 1 HD �\ I I 0 0 0 0 1 1 0 Q I I LAY I — J I �o �� /� va ( )96"ML RIDGE(RUN LONG TO b ST) / DOUBLE ROOF RAFTERS o I I � J� o i OIu I S `' 77777777 =BEARING"ALL N N I I 1 1 ��y w I �ti o ` - w I I (� ! / o ,N o .�,� I I N N �. o I I I a, 1 1 �? } I �? G r / W 1 1 I I n/ 0 1 1 0 + o + 'L� ( o r—� o I o I 1 I L - - - _ _ L �- - - - - - - - - L _ _ _ _ _ ci - - -= � - - - - - - -T — J = ❑ �— —� - - - — J - - — J 1 2)2x10+(2)LAYERS NOTES: n I I / 1 DBL 2x10 R.RAFTERS f o 1 0 �- o o v PLYWOOD FLITCH U I TOP FLANG � /� 6 / o a �/ X N C.T.2x X C' I N a o 1 1 ,. 1 I HANGERS W ��� 0 1 Uo � N �.� U W a, @ 32"C.C. I Of 77 1 �' � I I = o 0 0 w W +1 W +1 MINIMUM INTERIOR HEADERS TO BE (2) DOUBLE ROOF RAFTERS G9l `� o M X °° I I o I 7%" M.LAM UNLESS NOTED OTHERWISE �F` o (� �N o EARINGWALLSBELO IW " N N / — — — 1 c ; _ / — — _� M o RR 2x1 16 O.C. R 2x10 @ 16"(�.�. DBL 2x10 R.R.+ / ( — r- / ` v ` / — — / 18/12 PITCH 1812 PI CH "PLYWOOD FLIT H a' Ll USE 8d & 10d FOR ALL SIMPSON " wo I`'"'/ RR 2x8 @ 12 O.C. - 43)2x10 R.�F�ERS+ I 1 I ( I --�_ I I I I I E�DERS BELbI I� _ _ — `` �o o = „ CONNECTIONS v 3112 PITCH(SHED ROOF) (2)LAYERS "PLYWOOD 1 I I t V'/BE OW�] I L ] CJ�I L� / / HEADER B L W(2)11 fig"ML �J L H DER BELOW(2)11 "ML /I I — — — — � !:= 0 — FLITCH(GLUE&SCREW) 1 I r i;.TIES 2x6 @ 32 O.C. — — — — — — — _ _ aU a o PROVIDE FIREBLOCKING IN CONCEALED DOUBLE ROOF RAFTERS I I I I r►/ 0-1 / _ SPACES AS REQUIRED PER CODE R-302.11 / I I I I I I I I r1 W I ; rl J. 1 ` I I I RR2A0@16"O.C. RR2x1ti@16"O.C. I 0° I F HDR/,' Drawing Title: r I RR 2x10 @ 16"O.C. / RR 2x10 @ 16"O.C. I I 9112 PITCH 9112 PI C�i J 1 a LU LI / BELOW/ STRAP ALL POSTS TO HEADERS T&B I 9112 PITCH 9/12 PITCH I I I I C I I J II HDRoI- - - - - - - - - - - - - - W - - - - - - - - - - - - — — — — ZD PLEASE SEE DETAIL B/A-5 FOR FLITCH BEL I I I I I I I o 0 N RR 2x1 @ 16"O.C. RR 2x1 @ 16"O.C. NOTE:SURVEYOR TO CONFIRM 35'RIDGE ROOF FRAMING PLAN PLATE DETAIL I I I I X 18112 PI CH 18112 PITCH HEIGHT ABOVE AVERAGE GRADE OF ELEVATION PRIOR TOP OFR DGE HE HEIGHT O FRAMING ELE ROOF. ELEVATION+48 PROVIDE (1) 2x6 TOP PLATE ON TOP OF ALL i I 1 j I o FLUSH & DROPPED STEEL BEAMS I V MUri _ 'Sio ALL STEEL COLUMNS TO BE 4 2" DIAMETER I I (2)9 "ML HEADER @ I - T- - C-- ��� i o a 1 ATTIC WINDOW I r �, N x .337 WALL THICKNESS WITH 8"x8"x4" BASE I I _ _ _ _ _ -/ J PLATES UNLESS NOTED - -❑ -� _ I§E j - ❑� C=- Scale: IT -n V AS NOTED RIP 2x12 R.R.@ 16" RIP 2x12 R.R.TO FRAM O.C.TO CREATE Date: ROOF FRAMING PLAN 114"=1'-0" SPLAYED ROOF AT BAY WINDOW SPLAYED ROOF. MAY 3, 2023 RADIUS=12'-0" 1 Drawing Number: Ronald Zakar R SKY EXPOSURE PLANES OFF Zarchitecture & design THE LIMITS 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 53.6-922-5680 MAX TOP OF RIDGE _ _ - RonZakary@gmail.com (elev.+45.8) STEPPED COPPER FLASHING Project Title: !I 1 PROPOSED NEW DWELLING: s _ BATTAGLIA RESIDENCE — HOBART ROAD IN SOUTHOLD,N.Y.,11971 1 _ SECTION 64,BLOCK 03,LOT 03 os L — Ronald Zakar VERHA �� _-- Y TOP PLATE(elev.+34.05) - 1 1_ I.1 ll Jll 1'-0 ,� I-ILII Gli !1 l�;_1111.J1_LIJ 1_ VERHANG �R �C Ll!_i !1.1 = - 11L11.1ll1,111L11_Jl '� ' h, 1LJ PICAL YP'CAL -11 !l.J!11_' S�J 1 LI l l 1ll11L11_-J 1.1_ 11 _! Ell ERHANG E �A .l.11_ ll 11 1� 4✓ V f• �, 11 I ILLl,�J1 L�l-[1 JI 11 I i li MAIBEC TWICE DIPPED � IL11 J 1 _ -;7 11-❑ r=r ' pg -- --208 211 Itl-L J ll1J111 1I11II CEDAR PERFECTIONS Cy " y , + u_11_ llll BALCONY FLOOR L I ffli 111111LEAD COATED COPPER SCUPPER -y�,�0 r73��y0 1 F �12 N Ah TOP OF SECOND FLOOR elev.+26.05) r - v J 3 6 �_J L- li1L � J L 1 OS 208 - - - `Y�' 1 l -1 3 - I[I - III 3 I 1111 � „ �_ 1 ERHANG ReVISIOnS I � ¢ I Llll 1_ �- I _ -LI IJI J1 w p - II I Il O. ate Description - _ ___-_ N 12"x12"FIBERGLASS - IL 14. !�- IL u- COLUMNS-WRAP STEEL 1 04-26-2023 Progress Set 1 III! ] I I o it I;I I .I 1 1� u o 112 2 05-03-2023 100%CD'sl File for Permit = 1j111 1 112 1LILiiLilI Ll m � � 11. I � = w 111E LI i lLl_. l CD BLUESTONE CAP BLUESTONE PAVERS 6 1 Il i � 1 + Ah TOP OF FIRST FLOOR elev.+15.00 'I 107 107 [_ TOP OF FIRST FLOOLelev. 15.00 )- - _ J , _T��_ Td ter— o -- \ CUT STONE VENEER PROPOSED SIDE ELEVATION CHIMNEY SKIRT OMATCH 2 METAL ROOF COLLOR 114"=1'-O" CUT STONE VENEER ON MAX TOP OF RIDGE OF GABLE= (elev.+48.00) --- � - CHIMNEY \ OF WINDOWS= OF BAY -- PAC CLAD STANDING SEAM METAL ROOF MAX TOP OE RIDGE I — — 50 YR ASPHALT SHINGLE ROOF ON \ (elev.+45.8) 30#FELT+ICE&WATER SHIELD AT \ THIS SIDE SKY EXPOSURE PLANE VALLEYS AND EAVES(2 COURSES) OFF THE LIMITS OF THE PAGE SKY EXPOSURE PLAN or 1 \ E06 --- -- - \ 12 I 1x8 AZEK FASCIAS W/ 4„ 3 v I L N 9 6:1 PIT H - --- WHITE ALUMINUM a x 4„FRIEZE 6:12 PIT H I !� TOP PLATE Lev.+34.05 - - _ - - - TOP PLATE(elev +34.05 ol LLL AZEK BEAD BOAf 10 = - - - LI_. L1111L SOFFITS UJ 1 _ _ LL' OVERHA YP L 1 BUILT-UP CROWt z 1 1L I 1LLL�L o I i 1 _lll 1 0 0 -' 08 OS 1 5 l_ 1 03 4 1 2 4 07 210 °° o 1 uu'i t - --- -- o J 201 201 I _ AZEK _ _ _ _ L 05 2 5 05 `I1 I a TOP OF KNEE WALL elev.+26.8a - - IL 1 11 FLO R BLI -ll TOP OF SECOND FLOOR(elev.- 26.05 Drawing Title: F SHI G - 1 _ 6 AZEK IJl TYPICAL"x 6"+6"CROWN - �AZEKIPANEL� ! BUILT-UP i(AZEK)AT SOFFITS TYPICA _ -_ CROWN 1 1- MAIBEC CEDAR ERFECTIONS —�— OVER - - -- - - I 08 OS I W/5 8"EXPOSU -COLOR TO BE -- ---- 1---- 11- 111 GARAGE PLATE HEIGHT elev.+23.00 I 1 I' (NI � � i i l.l_11 SELECTED.WEA E CORNERS. �- - I _ _ _ PROPOSED FRONT � — - 11 ll "80 AND SIDE ELEVATION , I 'II i l 1 1oa 1oa 11 11 1 M _ O O 1 03 I 110 O 101 102 101 I -- 177 LI 103 105 1 5 105 103 — U8L--- 6 REI O O _ TOP OF FIRST FLOOR elev.+1 .00) AS NOTED I _ � -} �_l_ I- 1J , I 107 107 - Scale: 1, Date: TOP OF GARAGE elev.+13.00) -- -- - J MAY 3, 2023 CUT STONE VENEER - __._ CUT STONE RISERS - - - EXISTING AVERAGE GRADE Drawing Number: ---- �-r-- GRADE±(elev.+10.00) (elev.+10.8) LAZEK NEWEL POST WITH CUT STONE RISERS CUT STONE VENEER HANDRAIL-TO CODE 12"SQUARE FIBERGLASS COLUMNS 4"x6"AZEK FRIEZE&FYPON:7� 0 PROPOSED FRONT ELEVATION 1 STONE CAP AND FLASHING BRACKETS TO BE SELECTED I Ronald Zal<ar SKY EXPOSURE PLANES OFF THE LIMITS OF THE PAGE RZ architecture & design \ 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 I i RonZakary@gmail.com 12 9D Project Title: PROPOSED NEW DWELLING: 21 1 BATTAGLIA RESIDENCE HOBART ROAD ll SOUTHOLD,N.Y.,11971 SECTION 64,BLOCK 03,LOT 03 3:12 PITH 3:1 T H - - TOP PLATE(elev.+34.05) Ronald Z a ka ry I / -- TV UA-L ll - ---- 1111 OVERHA - ED q I � L 11 i L 1 R ill�+ / 202 I 202 1_ 1 1 Ill1 ��\C ��", IJ Hill 'a, < 18 18 1_I 1 11 If - - 1 TOP OF KNEE WALL(elev.+26.85) to Wit ' .7=yam �- JL I If III 11'! — — — 3Q O�- IL 1 I_I y -- I R _111 1Ll 11 111 1 1! I; '� 1 1 1 1 1 1-1L1 1- II_ GARAGE PLATE HEIGHT(elev.+23.00) 12"02"WHITE 1 1 l l FIBERGLASS COLUMNS I If - 11 !I I if 11 iJ'II I Revisions U — 1 —1- 1> - I 1ifi fill No. Date Description WHITE AZEK RETURNS AT _ IIl -- ----- - - ---- -- —-- — - ILA l 11 1 04-26-2023 Progress Set SIDES OF FLARED SIDING L 1 2 05-03-2023 100%CDs/File or Permit 1 / F f rm t r 1 zoIfIt -- al_l ll II_ 1 _ll 11_ 11_ I 1 I_ 11111 I11 �elev.+13.00 _ F �� ill v y PROPOSED SIDE ELEVATION / CUT STONE VENEER - 2 / SKY EXPOSURE PLANE MA P OF RIDGE_ ( v.+45.8) _ KEMPER FLAT ROOFING / COPPER FLASHING THIS SIDE SKY EXPOSURE PLANE 50 YR ASPHALT SHINGLE ROOF ON OFF THE LIMITS OF THE PAGE 30#FELT+ICE&WATER SHIELD AT VALLEYS AND EAVES(2 COURSES) / — 12 STANDING SEAM METAL ROOFS+ _----__ 1 FLASHING BY PAC CLAD,OR EQUAL 1x8+1x3 RAKES — -- 6:12 PIT _ I 21 - 12 z13 x 4 FRIEZE 1 TOP PLATE elev.+34.05 TOP PLATE(elev.+34.05) — 1 ii_ _l IT LtLL 11 IT 11 11 IT 11 11 ITIII 1 1 -- - -- 1_ AL, NJILDR11-mi ll .IIIL1111L' l!L1L ,+111.1 If II l l _ LI i1 Mil 1I-111 I UL L -1 I-1 RHANG 5n n 1 it I �1 ll 1111.11 a x 4 AZEK TRIM w - L l �l ll I L_i� 1 1L1llL1 I I I ) l 1 I J 11 L lll 1L 11L1ll ll_I!11.111iJ i�'li 11 L ll li I I 1�1J1Lllll111i L111 �I_ll_11.1! iI ❑ " " 1 ��111W1IJ1111�i� 13 13 ll.11 a 11 ILLI:1 211 I 1 1 1 3_ AZEKPANELS 11 ii1111_1li1;11Jll1� _ � �11 i'1liill�-LIl_li I --- 1.1 1 215 15 15 111.1 16 216 217 17 217 1 ll 1_1 ILL1 �l - - - - 1 1 -- - -- IL I ! I __ — — ALL(elev.+26.85)' TOP OF KNEE W llljliy� TOP OF SECOND FLOOR(elev.+2605) � Ll 11ll111 i 1 F ND F 00 - I J L 11 11L _ 1 T_ILi1JJ I � 3 � l LILi � L11JI — — — — — —— I ll_ 11 _ 1 1 J� Ill_ " --iLiLiLU- — I 1 1 lLl _ 1 1 Ill PICAL L ERHANG �111J11111' I L I II ILWi 1 i1 ® 11 11' GARAGE PLATE HEIGHT elev.+23.00 1 1iL11IDlli. I_il_111-1llLll_ 1 1 5-- WE] 7 1�5 1 11 — — —� — Drawing Title: I_ll1�111111L11 I !l ll_llllll_I - -- - _ - - - 1 I llL ��11_l�� 11 _Illll! l-Lll_.11[11, j Lll111Ll1LLl 11 .�_i_i11 llll_Ill11 - - - - -- i - lll_ 11 i'11L1�1IL LI I — 1Ll i_l1_llll_ 111ll-11 --��L _LL AL w 1 11J111�1J-L!llL1 lli_lU�1W1�1111�11; 1111,1L'1_LL LI 11 ILL IT L 1L11_li I 1 0 - L �_11 1>111L _illll111 1,1.111111 I. 1 J_ PROPOSED REAR 12 x 12 FIBERGLASS COLUMNS 1 Ill I !I 2 ' L - ll JULl AN D 111 IJ I I L_1111 11 1 1� a1�1 u 1 ~ U111111 !111�l I 1 1 I1111 I o �,i 1��1 � LI! RIP 2x6 @ 16 O.C.TO FLAIR SIDING Lllll_1L 113 ,11i 'l.::1i "_LI_I i_J lei ll_ it MAIBEC CEDAR PERFECTIONS SIDE ELEVATIONS ,-, LLJLJI_I ❑ ll_l1J(ll ll_ 1J - 111.11. " .r 114 114 116 114 114 118 I 118 118 SELECTED.WEAVE CORNERS.101 102 EXPOSURE-COLOR TO BE 101 IL 111� 1Ul e W152 �l1 Lll1 L CUT STONE VENEER � _ - i O -- - - -- - 14 ! i - O--- O -- - O--- 0--- --O - O � _ u 111 l 1 � Il ,I Jl II 1 IT_ll_ TOP OF FIRST FLOOR elev.+15.00 ¢- —( ) l _1 . If TOP OF GARAGLelev.+13.00 Scale: AS NOTED pil I j, Date: _- ---- - - MAY 3, 2023 ��-- — CUT STONE RISERS III IN Ill ll I I III I I l�l Ill lull III l Drawing Number: 'll Ill l l ll l 1111 l III 11 lull 111 �I RETAINING WALLS BY OTHERS 002 �J1 002� —�J1 ll I l Ill I I Il I��002 002��1 �WALKOUT BASEMENT BEYOND PROPOSED REAR ELEVATION + 0 TOP OF BASEMENT SLAB(elev. 5.00 __L_ — — I_ _ J�__ _ _� Aml 1 114"=1'-0" ------ -- �,�----- ------ WALK-CUT BASEMENT LL- ELEV.+4.5 Ronald Zakar ROOF J!L4"VTR JiL4"VTR RZ architecture & design 1 L-- 2" _ _ _�---r --r- I --1-------_ �' 1 -I---r---- 2" 1 i I -T-�---_r _-_ I 1 I ---�-__� 111 South Street ROOF �1Y" 11Y" 11Y �1Y' 1 11Yz" 11Y" 11Y 1 -� I 11Y" 11Y" 11Y" i1Y" i1Y" i Suite 16 1 1 I I I i 11Y" 11Y2" i1Yz" 1 1 1 1 1 1 1 Oyster Bay, NY 11771 MASTER BATHROOM I LAUNDRY ROOM I I BATH OOM I 1 1 MASTER BATHROOM 1 jam- I I I I 1 1 I i i Tel. 516-922-5680 1 I i i I I 1 I I I I 1 1 I I I I RonZakary@gmail.com 12" 1 1 1 I 12' w VEN 1 1 TT I I I I 12" I 1 I 1 1 12 1 I I I I 1 IToEXT. I I I 1 1 I I I I LAUNDRY Project Title: ROOM I 1" 1 " I I I • ❑ I 12" I 1z" 12„ I I I 1 1 Y" SECOND FLOOR i ' I D 1N 2 W ° I I I 1 COi 4" 2" 1 2" 2" 4" I 'N 2" 2" 4" CO i PROPOSED NEW DWELLING: DRYER _ 2" 4" 4" Co 4" _ 2" __--- BATTAGLIA RESIDENCE SECOND FLOOR I HOBART ROAD 11 Yz" i 1 Y" 11 Yz" 11 Yz" 11 Yz" 11 Yz" i 1 Yz" SOUTHOLD,N.Y.,11971 ITCHE PIOWDE 1 j I SECTION 64,BLOCK 03,LOT 03 1 r00Nt' � 1 1 I j 4" 1 1 I KITCHEN FAMILY ROOM 1 I 1 4" j I Ronald Zakary FIRST FLOOR Tly, °� I WALL FIREPLACE CO R 4" OVEN 4" 4" 2" 4" RANGE Co FIRST FLOOR F GENERATO FAI II——— 1" 1 MECHANICAL 1 U * ' '! �� `- 2"MAIN GAS METER ROOM 1 " I :37 I BASEMENT '�'.�� Q 73'0_w`_,0 1" BOILER I I CO BASEMENT i CO TO SEPTIC SYSTEM - 4" 4" BY CIVIL ENGINEER Revisions No. Date Description 1 04-26-2023 Progress Set SCHEMATIC GAS RISER DIAGRAM /� SCHEMATIC PLUMBING RISER DIAGRAM 2 05-03-2023 100%CD's/File for Permit B NTS NTS RIDGE VENT MAX TOP OF RIDGE _ (elev.+45.8) (2)14"ML RIDGE 12 TYPICAL ROOF 9 D -LIFETIME ASPHALT SHINGLES COLLAR TIES -30#FELT PAPER _ - 11 -?CDX PLYWOOD SHEATHING("ON FLAT ROOFS) _ -2x10 ROOF RAFTERS -2 COURSES GRACE-ICE&WATER SHIELD(ON ALL (2)14"ML RIDGE TYPICAL GABLE END OVERHANG EAVES AND VALLEYS) -OPEN CELL R-38 SPRAY INSULATION+AIR BAFFLES 12 UNFINISHED ATTIC 3� 2x10 @ 16"O.C. LEAD COATED COPPER TOP PLATE elev.+34.05L_ — — b FLASHING PAN TYPICAL EXTERIOR WALL -MAIBEC TWICE DIPPED CEDAR O.H. 2x10 @ 16"O.C. (2)11 J"ML S (2)9?ML TYPICAL SIDING @SIDE WALLS PERFECTIONS SIDING (2)9 "ML Z= Of KEMPER FLAT ROOFING-PITCH -BLUESKIN HOUSE WRAP TO DRAINS -e"CDX PLYWOOD SHEATHING = -2x6 STUDS @ 16"OC cc -2"CLOSED CELL SPRAY INSULATION+ cc R-13 BATT(R-27) ACCENT ROOF -8"GYPSUM WALL BOARD -STANDING SEAM METAL ROOF W/ 8 CT Z HI W.I.C. MASTER BEDROOM II �' HEAT RESISTANT UNDERLAYMENTS W 1606 r -J"CDX PLYWOOD SHEATHING TOP OF SECOND FLOOR elev.+26.0L 12 -2x8 ROOF RAFTERS I (2)1 fig"ML--": (2)11 k ML _ 11 J"TJI PRO 560 @ 16"O.C. HEADER W 16x26 +ROXUL INSUL.+J"SUB 9 'ML DECK JOISTS W 12x26 (2)118"ML FLOOR+e"DRYWALL 2x8 WALL BEAD BOARD AZEK CEILING usicc 0 ENTRY FOYER FAMILY ROOM _ - }TOP—OF FIRST FLOOR elev.+15.00) COVERED PORCH Drawing Title: T I Z" IPR0560 16"O.C. W12x26 11�g"TJIPR0560@16"O.C, II I BUILDING SECTION 118 TJ @ "+R-30 SUB FLOOR+ " l +R-30 BATT INSULATION+ + � � \_95%COMPACTED BACKFILL GRADE SUB FLOOR+B"DRYWALL DRYWALL A PLUMBING AND GAS C-Sicc A-6 PORCHESOW/(2)#5BARS RISER DIAGRAMS z 0 Z TYPICAL FOUNDATION WALL -(2)2X6 TREATED SILL PLATE MECHANICAL ROOM UNFINISHED BASEMENT -SILL SEALER INSULATION TOP OF BASEMENT SLAB elev.+5.00) -RIGID INSULATION Scale: — — -SPRAY WATER PROOFING AS NOTED -TERMITE SHIELD -.'HOOK TYPE GALV.ANCHOR BOLTS @ 32"OC �:4"SLAB WI 6"x6"WWF ON 6 Date: -12"CONCRETE FOUNDATION WALL WI#5 MIL VA'OR BARRIER& 1-Y 1 YOU'FOOTINGS W/(4) MAY 3, 2023 @ 24"O.C.EACH WAY+1 J"x 3 2"KEY WAY 6"-12"CLEAN GRAVEL #5 BARS+#5 DOWELS W/#5 BENT DOWELS @ 24"O.C. INTO WALLS @ 24"O.C. Drawing Number: 1 PROPOSED BUILDING SECTION 114"=1'-0" Aml Ronald Zakar DOOR SCHEDULE WINDOW SCHEDULE RZ architecture & design 111 South Street NO. LOCATION MATERIAL TYPE MFG. W SIZE T FINISH REQ'D HARDWARE REMARKS N0. LOCATION TYPE MFG. MATERIAL CATALOG# ROUGH OPENING FINISH REQ'D MULLION REMARKS Suite 16 Aluminum Oyster Bay, NY 11771 001 Closet Solid MDF Raised Panel 2'-0" T-0" 13" Paint 1 Hinge,Passage 001 Egress Double Hung Sierra Pacific Clad C-H3DH-36x60 3-0 x 5-0 Paint 2 8"SDL Tempered Glass,Egress Units Tel. 516-922-5680 Z 002 Unfinished Casement Sierra Pacific Aluminum C-H3CS-30x66 3'-0"x 5'-0° RonZakary@gmail.com Z 002 Vestibule Solid MDF Raised Panel 2'-0" T-0" 14" Paint 2 Hinge,Passage,Weatherstrip W Basement Clad Paint 1 8"SDL Tempered Glass W 003 Mechanical Room Insulated Steel Raised Panel 3'-0" 7�_0^ Per paint 1 Hinge,Passage,"B"Label,Fire-Rated, n MFG Self-Closing,Weatherstrip W Project Title: W 004 Closet Solid MDF Raised Panel 2'-6" 7'-0" 14' Paint 1 Hinge,Passage Q Unfinished Per Hinge,Lockset,Deadbolt,Threshold, m PROPOSED NEW DWELLING: 004 Aluminum Clad French Door sierra Pacific 6'-0" 7'-0" Paint 1 mBasement MFG Astragal,Weatherstrip 101 Aluminum BATTAGLIA RESIDENCE Garage Double Hung Sierra Pacific C-H3DH-30x68 2-6 x 5-8 Clad Paint 4 8"SDL 9'-0"Head Height HOBART ROAD O.H.Garage Per Double Hung Aluminum 4'-0"x 5'-8° �„ SOUTHOLD,N.Y.,11971 101 Garage Mahogany Door g 8-6 8-0 MFG Stain 2 Garage Door Opener,w/Safety Eye 102 Garage Picture Sierra Pacific Clad C-H3DHP-48x68 Paint 2 z SDL 9'-0"Head Height SECTION 64,BLOCK 03,LOT 03 Hinge,Lockset,Threshold,"B"Label, 0 103 DiningRoom Double Hun Sierra Pacific Aluminum C-H3DH-24x72 2'-0"x 6'-0" �" 102 Garage Insulated Steel Raised Panel T-0" 8'-0" — Paint 1 Fire-Rated Self-Closing,Weatherstrip0 O g Clad Paint 2 $ SDL Tempered Glass —� Double Hung Aluminum „ „ w/(2)Side Lites R.O.V-T x T-0" U_ 104 Dining Room Sierra Pacific C-H3DHT-24xl8 2-0 x 1-6 Paint 2 z"SDL 8'-9"Head Height 1„ Hinge,Lockset,Deadbolt,Threshold, Transom Clad s 103 Mud Room Mahogany Ent T-0" T-0" 2 Paint 1 w/ 1 Transom R.O. x 1-6' �... Aluminum ,g y Entry 4 Weatherstrip Overall R.O.-6'-6"x 8'-9° 105 Dining Room Double Hung Sierra Pacific Clad C-H3DH-30x72 2-6 x 6-0 Paint 3 8"SDL Tempered Glass Ronald Za ka ry O 104 Office Solid MDF Raised Panel 2'-6" 8'-0" 14" Paint 1 Hinge,Privacy 106 Dining Room Double Hung Sierra Pacific Aluminum C-H3DHT-30x18 2'-6"x 1'-6" Paint 3 ?"SDL 8'-9"Head Height O LJ_ Transom Clad s Aluminum Q p J 105 Kitchen Solid MDF Raised Panel T-0" 8'-0" 14" Paint 1 Pocket Door Hardware,Passage 107 Stair Tower Casement Picture Sierra Pacific Clad C-H3CSP-42x60 T-6"x 6-0" Paint 4 8"SDL 4'-6"Head Height from 1 st Floor,Tempered GlassU. Aluminum 106 Pant Solid MDF Raised Panel 1-511 8'-0" 13" Paint 1 Pocket Door Hardware,Passage O y/Bathroom Double Hun Sierra Pacific C-H3DH-30x48 2-6 x 4-0 Pantry Pair a g 108 Hallway/ 9 Clad Paint 2 8'SDL Tempered Glass unit in Bathroom 109 Hallway/Bathroom Double Hung Sierra Pacific Aluminum C-H3DHT-30xl8 2'-6"x 1'-6" (n 107 Powder Room Solid MDF Raised Panel 2'-4" 8'-0" 14" Paint 1 Hinge, Privacy O Transom Clad Paint 2 8"SDL 8-9 Head Height ��:�, i Aluminum - 108 Ent Fo er Mahogany Ent 4'-0" 9'-0" 2 1i Stain 1 Hinge, Lockset,Deadbolt,Threshold, 110 Bathroom Casement Sierra Pacific C-H3CS-36x60 3-0 x 5-0' Paint 1 z"SDL Tempered Glass �4C ry y g y ry 4 WeatherstripClad s Z-0" „ 3„ 111 Bathroom Casement Sierra Pacific A ummum C-H3CST-36x18 3'-0"x l'-6" n 109 Coat Closets Solid MDF Raised Panel pair 8-0 1 a Paint 2 Hinge,Latch,Pulls Transom Clad Paint 1 8"SDL 8'-9"Head Height 112 Guest Bedroom/ Double Hun Sierra Pacific Aluminum C-H3DH-24x48 2'.0"x 4'-0" Z„ 110 Guest Bedroom Solid MDF Raised Panel 2'-8" 8'-0" 14" Paint 1 Hinge,Privacy Bathroom g Clad Paint 3 e SDL Tempered Glass unit in Bathroom 111 Bathroom Solid MDF Raised Panel 2'-6" 8'-0" 13' Paint 1 Hinge,Privacy 113 Guest Bedroom/ Double Hung Sierra Pacific Aluminum C-H3DHT-24xl8 2'-0"x 1'-6" Paint 3 z"SDL 8'-9"Head Height Bathroom Transom Clad a „ 112 Closet Solid MDF Raised Panel 2-0 8'-0" 14" Paint 1 Hinge,Latch,Pulls 114 Family Room Double Hung Sierra Pacific Clad Aluminum C-H3DH-30x72 2-6„x 6-0„ Paint 4 8"SDL Tempered Glass Pair 113 Guest Bedroom Aluminum Clad French Slider Sierra Pacific 6'-0" 8'.0" MFG Paint 1 Slider Hardware,Weatherstrip,Lockset O y Room Double Hun Sierra Pacific Aluminum C-H3DHT-30xl8 2'-6"x l'-6" z, Per p 115 Family Transom g Clad Paint 4 e SDL 8'-9"Head Height ReVISIOr1S 114 Family Room Aluminum Clad Multi-Slider Sierra Pacific 17'.0" 81_0-1 Per Paint 1 Slider Hardware,Weatherstrip,Lockset y Room Double Hung Sierra Pacific Aluminum C-H3DHP-48x72 4'-0"x 6'-0" "SDL p NO. Date Description 116 Family Paint 1 z Tem ered Glass p y MFG Picture Clad a 117 Family Room Picture Transom Sierra Pacific Aluminum m C-H3DHT-48xl8 4'-0"x 1'-6" Paint 1 e,SDL 8'-9"Head Height 1 04-26-2023 Progress Set 201 Closet Solid MDF Bi-Fold 3'-0" 7'-0" 13" Paint 1 Bi-Fold Hardware,Latch,Pulls 118 Office Double Hun Sierra Pacific Aluminum C-H3DH-34x72 2'-10"x 6'-0" 2 05-03-2023 100%CD's/File for Permit Raised Panel Pair 4 g Clad Paint 3 g SDL Egress Units,Tempered Glass " " 3, 119 Office Double Hung Sierra Pacific Aluminum C-H3DHT-34xl8 2'-10"x l'-6" ,, 202 Bedroom#4 Solid MDF Raised Panel 2-6 7-0 14 Paint 1 Hinge,Privacy O Transom Clad Paint 3 8 SDL 8'-9"Head Height 203 Closet Solid MDF Raised Panel 1'-6" T-0" 14" Paint 1 Hinge,Passage 120 Office Double Hung Sierra Pacific Clad Aluminum C-H3DH-24x72 2'-0"x 6'-0" Paint 2 8°SDL Tempered Glass 121 Office Double Hung Sierra Pacific Aluminum C-H3DHT-24xl8 2'-0"x T-6" 204 Bathroom Solid MDF Raised Panel 2'-4" T-0" 14" Paint 1 Hinge,Privacy O Transom Clad Paint 2 8"SDL 8'-9"Head Height 205 Linen Closet Solid MDF Raised Panel 2 Pair air T-0" 13-- Paint 1 Hinge,Latch,Pulls 206 Master Bedroom Solid MDF Raised Panel 2 air 7'-0" 1 d' Paint 1 Hinge, Privacy,Astragal O ge Attic Casement Sierra Pacific Clad Aluminum C-H3CS-30x60 2'-6"x 5'-0" 8"SDL 9 9 201 Gara Paint 4 - E ress Units,8-0 Head Height from Attic Floor �y Pair I.L. 202 Garage Attic Casement Sierra Pacific Aluminum C-H3CS-36x42 T-0"x 3'-6" 0 207 His W.I.Closet Solid MDF Raised Panel 2'-6" 7'-0" 14" Paint 1 Hinge,Passage O g Clad Paint 2 8"SDL 8'-9"Head Height from Attic Floor Aluminum ,_ „ ,_ „ Q 208 Her W.I.Closet Solid MDF Raised Panel 2'4' T-0" 14" Paint 1 Hinge,Passage 203 Hallway Casement Sierra Pacific Clad C-H3CS-36x60 3 0 x 5 0 Paint 1 8"SDL T-6"Head Height J 209 Master Bathroom Solid MDF Raised Panel 2'-4" T-0" 13" Paint 1 Hinge,Privacy 204 Bathroom Bedroom#4/ Casement Sierra Pacific Clad Aluminum C-H3CS-24x42 2'-0"x T-6" Paint 2 8"SDL 6'-0"Head Height,Tempered Glass unit in Bathroom U. 4Q 210 Toilet Room Solid MDF Raised Panel 2'-4" 7'-0" 13" Paint 1 Hinge, Privacy 205 Bedroom#4 Double Hun Sierra Pacific Aluminum . C-H3DH-30x76 2'-6"x 6'4' Paint 3 z�, a g Clad e SDL 7'-0"Head Height,Egress Units,Tempered Glass Z 211 Master Bedroom Aluminum Clad French Slider Sierra Pacific 6'-0' T-0" Per MFG Paint 1 Slider Hardware,Weatherstrip,Lockset w/(2)Side Lites R.O.T-0"x T-0" 206 Attic Casement Sierra Pacific AIuminu Clad m C-H3CS-24x24 2'-0"x 2'-0" Paint 1 8"SDL 4 6 Head Height ht from Attic Floor Aluminum 212 W.I.Closet Solid MDF Pocket Door 2'-6" T-0" 14" Paint 1 Pocket Door Hardware,Passage 207 Upper Foyer Picture Sierra Pacific Clad C-H3DHP-48x60 4 0„x 5 0 Paint 1 8^SDL T-0"Head Height from 2nd Floor W 213 Bedroom#2 Solid MDF Raised Panel 2'-6" T-0" 14" Paint 1 Hinge,Privacy 208 Stair Tower Picture Sierra Pacific AI Clad m C-H3DHP-42x68 3'-6"x 5'-8" Paint 8 8'SDL Tempered Glass lower(4)units 209 Stair Tower Transom Sierra Pacific Aluminum C-H3DHT-42x24 T-6"x 2'-0" Paint 4 z„ 214 Laundry Room Solid MDF Raised Panel T-0" T-0" 14" Paint 1 Hinge,Passage O Clad s SDL 11'-0"Head Height from 2nd Floor 215 4" Aluminum Bedroom#3 Solid MDF Raised Panel 2'-6" T-0" 1 Paint 1 Hinge,Privacy T-0"x 5'-0" � 210 Her W.I.Closet Casement Sierra Pacific Clad C-H3CS-36x60 Paint 1 8"SDL 7'-6"Head Height,Tempered Glass Bi-Fold 3'-0" 0 Her W.I.Closet/ Aluminum 2'-0"x 4'-0" �„ T-0"Head Height,Tempered Glass(2)units in 216 Closet Solid MDF T-0" 13" Paint 1 Bi-Fold Hardware,Latch,Pulls "'� 211 Master Bathroom Double Hung Sierra Pacific Clad C-H3DH-24x48 Paint 3 a SDL Master Bathroom Raised Panel Pair 4 LL 217 Shared Bathroom Solid MDF Raised Panel 2'4" 7'-0" 14" Paint 2 Hinge,Privacy Q 212 Attic Casement Sierra Pacific Clad Aluminum C-H3CS-24x24 2'-0"x 2'-0" Paint 1 8"SDL T-6"Head Height from Attic Floor,Tempered Glass P1187Z 213 Master Bathroom Casement Sierra Pacific Aluminum C-H3CS-36x66 T-0"x 5'-6" Paint 2 218 4 Shared Bathroom Solid MDF Pocket Door 2'-4" T-0" 1 " Paint 1 Pocket Door Hardware,Privacy 0 O Clad 8"SDL '-6"Head Height,Tempered Glass V 214 Master Bathroom Casement Sierra Pacific Clad Aluminum C-H3CS-24x24 2'-0"x 2'-0" Paint 1 8„ . W SDL 11'-0"Head Height from 2nd Floor � Aluminum �_ �� �_ " 215 Bedroom#2 Double Hung Sierra Pacific Clad C-H3DH-34x72 2 10 x 6 0 Paint 3 8"SDL T-0"Head Height,Egress Units,Tempered Glass NOTE: 216 Shared Bathroom Double Hun Sierra Pacific Aluminum C-H3DH-26x72 2'-2"x 6'-0" 7�� g Clad Paint 2 $ SDL T-0"Head Height,Tempered Glass 217 Bedroom#3 Double Hun Sierra Pacific Aluminum C-H3DH-34x72 2'-10"x 6'-0" Paint 3 z,� FRENCH DOORS TO BE SIERRA PACIFIC WHITE ALUMINUM CLAD, LOW E, ARGON FILLED GLASS, TEMPERED,8" SIMULATED DIVIDED LITE WITH SPACER g Clad a SDL 7'-0"Head Height,Egress units,Tempered Glass BARS- REFER TO DRAWINGS FOR MUNTIN PATTERN. PROVIDE ALL SCREENS. 218 Bedroom#3 Double Hung Sierra Pacific Clad Aluminum C-H3DH-24x72 2'-0"x 6'-0" Paint 2 8"SDL 7'-0"Head Height,Tempered Glass 219 Attic Casement Sierra Pacific Aluminum m C-H3CS-24x24 2'-0"x 2'-0" Paint 1 8„SDL 5'-8"Head Height from Attic Floor INTERIOR DOORS TO BE FACTORY PRIMED. HARDWARE AS SELECTED. PROVIDE AND INSTALL ALL REQUIRED DOORS, HINGES, CATCHES, STOPS AND OWNER PROVIDED LOCKSET. CONTRACTOR SHALL VERIFY ALL SIZES AND REVIEW ALL INTERIOR AND EXTERIOR DOOR SWINGS WITH THE OWNER PRIOR TO ORDERING NOTES: PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL WINDOWS TO BE SIERRA PACIFIC WHITE ALUMINUM CLAD, LOW E,ARGON FILLED GLASS-TEMPERED WHERE INDICATED ON THE SCHEDULE OR AS CODE PRIOR TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE DICTATES.8" SIMULATED DIVIDED LITE WITH SPACER BARS. INTERIOR TO BE FACTORY PRIMED. HARDWARE AS SELECTED, PROVIDE ALL SCREENS. REFER RESPONSIBILITY OF THE CONTRACTOR. PROVIDE HARDWARE AS SELECTED. PROVIDED SCREENS ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. TO ELEVATIONS FOR MUNTIN PATTERN. Drawing Title: PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL PRIOR TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE WINDOW AND DOOR RESPONSIBILITY OF THE CONTRACTOR. PROVIDE HARDWARE AS SELECTED. PROVIDED SCREEN ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. SCHEDULES PROVIDE WINDOW FALL PROTECTION AT THAT ALL WINDOW OPENINGS LOCATED LESS THAN 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72" ABOVE FINISHED GRADE (OR OTHER SURFACE BELOW THE EXTERIOR OF THE BUILDING) AND SHALL COMPLY WITH ASTM F 2090. PLEASE NOTE THAT ALL WINDOWS AND FRENCH DOORS NEED TO COMPLY WITH THE FOLLOWING: U VALUE OF 0.30 OR LESS, SOLAR HEAT GAIN COEFFICIENT OF 0.30 OR LESS, AND 3 AIR CHANGES PER HOUR OR LESS. PROVIDE z" PLYWOOD PANELS FOR ALL EXTERIOR OPENINGS TO BE STORED ON SITE. LABEL ALL PANELS & PRE-DRILL&PROVIDE FASTENING HARDWARE Scale: WITH EACH PRE-CUT PANEL- PER N.Y.S. CODE AS NOTED Date: MAY 3, 2023 Drawing Number: ft Aml 3 Ronald Zakar ELECTRICAL SYMBOL SCHEDULE RZarchitecture & design A OWNER PROVIDED WALL SCONCE DUPLEX RECEPTACLE 111 South Street (TYPICALLY CENTERED IN BASEBOARD) Suite 16 Oyster Bay, NY 11771 •A 4"ROUND LED RECESSED LIGHTING TWO GANG DUPLEX RECEPTACLE Tel. 516-922-5680 (TYPICALLY CENTERED IN BASEBOARD) RonZa ka ry@gma i I.com •B 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) DUPLEX RECEPTACLE GROUNDED OR GFI WATERPROOF-42"A.F.F. Project Title: •c 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) ® DUPLEX RECEPTACLE PROPOSED NEW DWELLING: (FLOOR MOUNTED)COORDINATE LOCATION OWNER PROVIDED CEILING LIGHT EXTERIOR DUPLEX RECEPTACLE BATTAGLIA RESIDENCE TD Ex-r WATERPROOF-18"A.F.F. HOBART ROAD o W SOUTHOLD,N.Y., 11971 OWNER PROVIDED CHANDELIER/PENDANT- CABINET MOUNTED DUPLEX RECEPTACLE- to SECTION 64,BLOCK 03,LOT 03 TE PROVIDE REINFORCING AS REQUIRED c COORDINATE WITH CABINET MANUFACURER o @� INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, CABINET MOUNTED DUPLEX F COORDINATE HEIGHTS WITH ARCHITECT/OWNER o RECEPTACLE-18"A.F.F. EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY $ TYPICAL SWITCH-LED COMPATABLE Ronald Zakary G OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER OWNER PROVIDED CEILING FAPJ- $3 3-WAY SWITCH-LED COMPATABLE ~ ® PROVIDE REINFORCING AS REQUIRED 0 ����D$ FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS i,KR A LOW VOLTAGE UNDER CABINET LED LIGHTING- (� DIMMER SWITCH LED COMPATABLE COORDINATE WITH CABINET MANUFACTURER B LED INDOOR STRIP COVE LIGHTING �3 3-WAY DIMMER SWITCH-LED COMPATABLE �*g� 02 LED STEP LIGHTING 4nA RECESSED DOOR ACTIVATED SWITCH F N�� OWNER SELECTED EF FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- © SMART BUNDLE-(1)RG6,(3)CAT 6,1 FIBER OPTIC DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR © A A Revisions DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. A Q TELEPHONE JACK No. Date Description GAS WALL SCONCE/TORCH-OWNER PROVIDED,COORDINATE s 1 04-26-2023 Progress Set HEIGHT WITH ARCHITECT/OWNER 0 LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP 4 QTrFi_ POWER STRIP UNDER CABINETS GFI PROTECTED LINE VOLTAGE CARBON MONOXIDE DETECTOR (D WITH BATTERY BACKUP A A 2 05-03-2023 100%CD'sl File for Permit A D 4 A A q O 3"FLUSH IN FLOOR LED LIGHT THERMOSTAT @ 58"AFF EXT SURFACE MOUNTED 2x4 RAPID START 4 LAMP FIXTURE ETHERNET CABLE-CAT 6 42"A F GFIII A q q A 4)= C0o A A A 4 Q Q HEAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC CC) D r�_ rIchA S FI A A I A A A EXT A A EXT A A A A I I I EXT 3 F3 A � `� � �� � �� I COO RD.FLOOR OUTLET 3 q A LOCATION W/OWNER 42"A F - - EXT - - - - - - ® © -- A A I I p E E E I I A C 42"AFF D C p p C I I _ - A I I o — I I I I - I - G G i EXT TO BSMT I I I I — 0 O ~ I - - _ I AB MA A A A 3333 3iD D D EXT _ — — — — — — — — — - A - - - -- - - - - - -� N I 3 A --- FI A - - - - - - - — — — — — — GFI A A A I GFII EF A A C — — — — — — — Di A A A A M A j TO SIX ATTIC LIGHTS I FI A A A A A O O I A HLJ 5 3 JL q A EF PULL DOWN Z G I (STAIR I o GI I �- - - - � - - - - - - - - - - - - 33 Cl) EXT A A A PROVIDE HEAT DETECTOR A A q PER CODE.SECTION _ _ EXT _ _ _ _ — J R314.2.3 OF THE NYSRC EXT �* o @� Drawing Title: EXT EXT E I I TO 2nd F I 33 I v FIRST FLOOR M WINE REFRIGERATOR �� �� �� ELECTRICAL PLAN A A A EXT EXT D � CV , r Scale: AS NOTED Date: MAY 3, 2023 Drawing Number: FIRST FLOOR ELECTRICAL PLAN 1 114 =1 ,0 Aml 4 Ronald Zal<ar RZ architecture & design ELECTRICAL SYMBOL SCHEDULE 111 South Street Suite 16 �- OWNER PROVIDED WALL SCONCE 0__ DUPLEX RECEPTACLE Oyster Bay, NY 11771 (TYPICALLY CENTERED IN BASEBOARD) Tel. 516-922-5680 RonZakary@gmail.com •A 4"ROUND LED RECESSED LIGHTING TWO GANG DUPLEX RECEPTACLE (TYPICALLY CENTERED IN BASEBOARD) •B 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) , - DUPLEX RECEPTACLE GROUNDED OR Project Title: eFi WATERPROOF-42"A.F.F. PROPOSED NEW DWELLING: •C 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) DUPLEX RECEPTACLE ® (FLOOR MOUNTED)COORDINATE LOCATION BATTAGLIA RESIDENCE HOBART ROAD o OWNER PROVIDED CEILING LIGHT EXTERIOR DUPLEX RECEPTACLE SOUTHSECTION 640,BLOCK 031971 LOT 03 Exr WATERPROOF-18"A.F.F. OWNER PROVIDED CHANDELIER/PENDANT- CABINET MOUNTED DUPLEX RECEPTACLE- TE PROVIDE REINFORCING AS REQUIRED C COORDINATE WITH CABINET MANUFACURER INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, - CABINET MOUNTED DUPLEX Ronald Za ka r F COORDINATE HEIGHTS WITH ARCHITECT/OWNER D RECEPTACLE-18"A.F.F. y EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY $ TYPICAL SWITCH-LED COMPATABLE e OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER $3 3-WAY SWITCH-LED COMPATABLE y� r.,4{R , OWNER PROVIDED CEILING FAN- ® PROVIDE REINFORCING AS REQUIRED (� �"" r, ' ?: -14 FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS �- A LOW VOLTAGE UNDER CABINET LED LIGHTING- COORDINATE WITH CABINET MANUFACTURER DIMMER SWITCH-LED COMPATABLE �' �73ri AO� � F B LED INDOOR STRIP COVE LIGHTING 3-WAY DIMMER SWITCH-LED COMPATABLE NEB 3 LED STEP LIGHTING DA RECESSED DOOR ACTIVATED SWITCH —-� — — — — - — — — — — — — __ OWNER SELECTED • l i i 2 - A-10 -J EF FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- © SMART BUNDLE-(1)RG6,(3)CAT 6,1 FIBER OPTIC — Revisions DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR I I No. Date Description I I © GARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. Q TELEPHONE JACK I 1 04-26-2023 Progress Set I I aGAS WALL SCONCEITCRCH-OWNER PROVIDED,COORDINATE ❑ ❑ 2 05-03-2023 100%CD'sl File for Permit HEIGHT WITH ARCHITECT/OWNER Qs LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP I r = - — — — — — — — — — — _ POWER STRIP UNDER CABINETS GFI PROTECTED © LINE VOLTAGE CARBON MONOXIDE DETECTOR -J� WITH BATTERY BACKUP I A q n I EXT XT O 3"FLUSH IN FLOOR LED LIGHT —Q THERMOSTAT @ 58"AFF GFI GFI — — � I ® SURFACE MOUNTED 2A RAPID START 4 LAMP FIXTURE IQ ETHERNET CABLE-CAT 6 I _ 42"AFF � I I - I I c � � C I A A I I I I I 0 HEAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC A A I I I A A I IF] I I- - - - - - - - - - I \ E I I42"AFF I F3 I — I I I I I � I Q I \ I A A I I I I I II GF J r— A A BI A 1 I L 6 1 ��]M I A A I A I I I M I GFI I I � 3 A A I FI - - - - - -� ElI I BI �i A A I� B ( — — QS D I D �- - - A GIFII�l A B B D I L M I T01stFL0 B B B I I A C C A - - - - _ - - - - - - J q!I A EF q - - - - J L - - - - - - - - - - - - - - l L J cm 0 n D I I Li I I 11 3 311 0 © 1 A I A ( A I I q A O A A A I I B — B - - - - 8 - -I Q (DII II - — — — — — — — — — — - q A A A A A I I I D PULL DOWN I I — — — — — — — — — - - - B B B STAIR I B � B B M - - - - - - - - GE I I DA - - - - - - - - - - - -I II 1 1 - - - - - - - - � C A A TO lstFLOOR l i I4kA — A I \\ // Drawing Title: LL J I - 142"AFF D I C A EF E I — I I SECOND FLOOR F A ELECTRICAL PLAN _ I q I / \ I A A I // \\ L - - - - - - _J / \ �q A / \ GFI Scale: AS NOTED LL=JJ LL-�J Date: MAY 3, 2023 Drawing Number: SECOND FLOOR ELECTRICAL PLAN 1 114"=1 .011 MM1 . Ronald Zakar FLOOR GRILLE Energy Notes. FLOOR DUCT BOOT 1. All construction shall comply with the New York State 2020 Energy Conservation Construction Code. The authority RZ architecture & design CONTINUOUS BEAD OF SEALANT SUBFLOOR having jurisdiction shall be permitted to determine an energy efficiency program to exceed efficiency required by this code. 111 South Street - - _--_—___ — -__--- Suite 16 2. A permanent certificate shall be completed by the builder and posted on a wall in the space where the furnace is Oyster Bay, NY 11771 INSULATED FLEXIBLE located. Certificate shall comply with IRCN1101.14. Tel. 516-922-5680 DUCT RonZakary@gmail.com TIE AT INNER LINER 3. Attic or crawl space access shall be weather stripped and insulated to a level equivalent to the insulation on the MASTIC AT INNER LINER surrounding surfaces. TIE AT OUTER LINER 4. Installation—the components of the building thermal envelope shall be installed in accordance with the criteria Project Title: listed in table 402.4.1.1 Where required by code official, an approved third party shall inspect all components and verify compliance. PROPOSED NEW DWELLING: i 5. Testing—Building or dwelling unit shall be tested and verified having less than or equal to 3 ACH50 in CZ4A, BATTAGLIA RESIDENCE / 5 6A. testing shall be conducted by an approved third party. HOBART ROAD AIR SEALING DETAIL AT DUCT BOOT INSTALL 1° RIGID INSULATION CUT T SOUTHOLD,N.Y., 11971 FIT BETWEEN THE RAFTERS. FOAM / 6. Ducts—Supply and return ducts in attics shall be insulated to a minimum of R-8 @ 3"or greater in diameter and SECTION 64,BLOCK 03,LOT 03 A NTS SEAL BOTH SIDES ALONG RAFTER / IR B LE R-6 @ ducts less than 3" in diameter. WITH EXPANDING FOAM SEALANT / 6a. Duct Sealing—Ducts, air handlers and filter boxes shall be sealed. 7. Duct testing—Ducts shall be pressure tested to determine air leakage by an approved third party. Ronald Za ka r INSTALL 1" RIGID INSULATIO / 8. Building cavities shall not be used as ducts or plenums. Y VERTICALLY CONNECT INSULATING /� _ _ _ 9. Mechanical system piping insulation carrying fluids > 105 F degrees or< 55 F degrees shall be insulated with R-3 SHEATHING TO RIGID INSULATION minimum. WDOD FRAME FLOOR BAFFLE. FOAM SEAL BOTH JOINTS. OPEN CELL R-30 tCD Ap ASSEMBLY / SPRAY INSULATION 10. Mechanical ventilation—Shall meet the requirements of the IRC/IMC. C , CONTINUOUS BEAD OF 1 11. Equipment sizin Per ACCA Manual S, based on loads calculated per ACCA Manual J as provided b a third '�' 9� ` - f�` SEALANT / � g— P P Y W� 'v� •�*�.� �'` X"C.3 party HERS Rater. t a �. � ,, �► 12. Lighting—A minimum of 75/o of permanently installed fixtures must have high-efficacy lamps WOOD FRAME SOFFIT ASSEMBLY I CONTINUOUS BEAD 13. All HVAC, Plumbing &amp; Electrical systems shall meet the IRC chapter 11 Energy efficiency, International PROVIDE INTERIOR SHEATHING OF SEALANT mechanical code, International energy conservation code. It shall be the responsibility of the General contractor AT EXTERIOR WALL PRIOR 11'2 RIGID INSULATION to submit in detail the design, calculations, drawings, written statements of the mechanical, air conditioning, ` N � TO SOFFIT ASSEMBLY EXTERIOR INSULATED WALL ventilation, heating systems (new, existing or upgraded) stamped by a professional engineer if required by the ;+ — -- Owner or Building Dept. CONTINUOUS BEAD 14. Additions, alterations or renovation: shall comply with IECC 2015 Unaltered portions of the existing building Is not OF SEALANT P Y P 9 9 required to comply with this code. Revisions AIRSEALING DETAIL AT ROOF RAFTERS 15. Minimum one programmable thermostat shall be provided for each separate heating and cooling system in No. Date Description AIR SEALING DETAIL AT BUILT-OUT SOFFIT F accordance with section N 1103 Control Systems. NTS 16. All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with Table R402.4.1.1.Apply a 1 04-26-2023 Progress Set B NTS fresh bead of caulk to the top and bottom plate immediately prior to installing interior gypsum wall board. 2 05-03-2023 100%CD'sl File for Permit ELECTRICAL WIRE ATTIC INSULATION AT11C FLOOR FRAMING RIGID INSULATION R-13 TOP PLATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED EXPANDING FOAM SEALANT INSTALL 1" RIGID INSULATION CUT T FIT BETWEEN THE RAFTERS. FOAM / WALL STUD SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT / VENTED AIRSPACE X INSTALL 1" RIGID INSULATIO / VERTICALLY CONNECT INSULATING / PEN CELL R-30 SPRAY YSHEATHING TO RIGID INSULATION INSULATION +AIR BAFFLES MECHANICAL LATCH R PRESSURE SEAL AT WEATHERSTRI AIR SEALING DETAIL AT TOP PLATE ELECTRICAL PENETRATION BAFFLE. FOAM SEAL BOTH JOINTS. ' PRESSURE C ° NTS EILING GYPSUM BOARD 0 i AS AIR BARRIER MANUFACTURED PULL DOWN STAIR - = i 0 ONTINUOUS BEAD OF SEALANT ONTINUOUS BEAD OF PLUMBING PIPE SEALANT ° 0 ONTINUOUS MINIMAL TOP PLATEEXPANDING FOAM AT EXPANDING FOAM WINDOW PERIMETER AIR SEALING DETAIL AT ATTIC PULL-DOWN STAIR SEALANT H NTS WALL STUD ROVIDE BLOCKING AT WINDOW UNIT AS AIR STUD CAVITY AT SHOWER BARRIER AT EXTERIOR WALL AIR SEALING DETAIL AT TOP PLATE PLUMBING PENETRATION ONTINUOUS BEAD OF PER CODE R-402.4.1.2 THE DWELLING D NTS ONTINUOUS MINIMAL EXPANDING X I SEALANT SHOULD BE TESTED AND VERIFIED AS FOAM AT WINDOW PERIMETER HAVING AN AIR LEAKAGE RATE NOT F7 EXCEEDING THREE AIR CHANGES PER HOUR. ONTINUOUS BEAD OF CONTINUOUS FILLET BEAD SEALANT TILE SURROUND FINISH PER CODE R-403.1.1 THERMOSTATS OF URETHANE SEALANT FREE DRAINING BACKFILL BTW 2"XPS BOND BREAK „ \--CEMENT BACKERBOARD CONTROLLING THE PRIMARY HEATING OR AND FOUNDATION WALL a II KEYWAY LOSED CELL SPRAY (R-21) COOLING SYSTEM OF THE DWELLING UNIT Drawing Title: JI > LIQUID-APPLIED �b : • CAPILLARY BREAK ONTINUOUS BEAD OF NSULATED EXTERIOR SHALL BE CAPABLE OF CONTROLLING THE II (MUST DRY TACK FREE) o ADHESIVE STUD WALL HEATING AND COOLING SYSTEM ON A DAILY Y"XPS BOND BREAK a — FILTER FABRIC PLACED THIN PROFILE WALL SHEATHING • .. _ ONTINUOUS BEAD OF SCHEDULE TO MAINTAIN DIFFERENT UNDER PERIMETER DRAIN AND WRAPPED SEALANT TEMPERATURE SET POINTS AT DIFFERENT AIR SEALING DETAILS CONCRETE SLAB ii a AROUND GRAVEL TIMES OF THE DAY. VAPOR BARRIER U = COARSE GRAVEL _ — (NO FINES) __= coNTlNuous ,. PER CODE 4-303.3 INSULATION FOR SUPPLY 4"GRAVEL PAD(NO FINES) ° a CONCRETE FOOTING DUCTS IN ATTICS NEED TO BE A MINIMUM OF FILTER FABRIC a — _ ^ �— — — 4"PERFORATED PAN UF. SHOWER R-8. ALL OTHER DUCTS OUTSIDE THE UNDISTURBED NATIVE _ a — PERIMETER DRAIN THERMAL ENVELOPE TO BE A MINIMUM OF SOIL OR ENGINEERED a a _ 4"PVC PIPE THROUGH XPANDING FOAM FILL AS DETERMINED BY - BOTTOM OF FOOTING ONTINUOUS BEAD OF R-6. SEALING IS MANDATORY FOR DUCTS, Scale: SOIL CONDITIONS - CONNECTING INTERIOR AND AIR HANDLER, FILTER BOXES, ECT. JOINTS =III IIIIII=III III III III=III=III III—III- EXTERIOR GRAVEL BEDS SEALANT WOOD FRAME FLOOR AND SEAMS SHALL COMPLY WITH SECTION AS NOTED ASSEMBLY M-1601.4.4. AND DUCT TIGHTNESS TESTING Date: REQUIREMENTS TO CONSTRUCTION MAY 3, 2023 DOCUMENTS INDICATING Drawing Number: AIR SEALING DETAIL AT FOOTINGS AIR SEALING DETAIL AT TYPICAL EXTERIOR WALL AIR SEALING DETAIL AT SHOWER POST-CONSTRUCTION TEST OR ROUGH-IN E NTS G NTS NTS TESTING. .1 Ronald Zakar MAINGIRDER-SEEPLANS HURRICANE ANCHORS MANUFACTURED BY T-0"MIN. LIGHT WEIGHT HINGED METAL GRATE RZ architecture & design SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A FINISHED PER 2015 IRC SECTION R-310.4 OR APPROVED EQUIVALENT AT EVERY 111 South Street RAFTER TO PLATE CONNECTION BOTH SIDES WHEN FIRST FLOOR 2"BLUE STONE CAP-NOTCH Suite 16 AFTERS DO NOT ALIGN WITH STUDS NOTE: o @ METAL GRATE Oyster Bay, NY 11771 Tel. 516-922-5680 REFER TO PLANS FOR SIZES OF: FLOOR JOISTS, GIRDER MIN. 6"X 10"X z"TOP PLATE OF: o RonZakary@gmail.com SIMPSON STRONG-TIE CONNECTOR w AND HEADERS. (UNLESS NOTED OTHERWISE.) DL. #H7Z TO BE USED WHEN EC RAFTER ALIGNS WITH STUD Z PROVIDE STUCCO VENEER ON 3 EXPOSED SURFACES AT EGRESS USNAILS ITHIS SIDE WITH TWO 8d /° \ � d WELL Project Title: 4 BOLTS(q")TYP. 4 DIA. X.337 THICKNESS STEEL LALLY COLUMN W/FACTORY TOTAL OF FOUR INTO RAFTER l TYPICAL WATER PROOFING � PROPOSED NEW DWELLING: PRIMER ON ALL , o ° ROOF RAFTERS I ��� TYPICAL BASEMENT EGRESS WELL- • DOUBLE TOP PLATE I z 415_ _ _ e- o _ 12"REINFORCED CONCRETE WALLS BATTAGLIA RESIDENCE OTHERWISE) NOTED � OPENING S @ W/#4 @ 12"O.C.EACH WAY HOBART ROAD MIN. 10"X10"X 2" OTHERWISE) I TUD PLATE TIES MANUFACTURED BY SIMPSON o SOUTIIOLD,N.Y.,11971 BASE PLATE 4"SLAB W/6"X 6" 10/10 WWF ON 6 STRONG-TIE CONNECTORS MODEL No. RSP4 = w SECTION 64,BLOCK 03,LOT 03 UNLESS NOTED MIL VAPOR BARRIER& 12"WELL �� �� OR APPROVED EQUIVALENT AT EVERY STUD 0 SEE WINDO WELL AREA MIN.9SF PER R310.2(MIN) I TO PLATE CONNECTION WHEN RAFTERS DO NOT z SCHEDULE FOR OTHERWISE. DRAINING 95%COMPACTED FILL. ` ALIGN WITH STUD o ROUGH OPENINGS PERMANENTLY INSTALLED TOP EDGE 0 • - 4„ STUDS 0 16" o.C. ILL! WINDOW 6"DRAIN.� LLADDER Ronald Zakary • '; Cl) a IN WITH COVER REFER TO FOOTING MIN. 15" a MAX 4"CLEARANC CONNECT DRAIN TO DRYWELL SEE PLANS Two 8d NAILS 3_#5_ o- _ MIN 12"GRAVEL-TOP=6" SCHEDULE ON A-2 • :_ '_ _; 3 INTO PLATES c��aE.D ARC " INTO STUDS M iE 0 0 #5 DOWELS @ 12 OC • IGHT 8d NAILS `D ¢ > e " . •7 INKR? UNDISTURBED SOIL TO DRYWELL z TYPICAL STEEL COLUMN DETAIL OF RAFTER STRAPPING DETAIL BASMENT O ° ° 12"X 24"FOOTING o q E g 2#5 N NTS NTS CL 3#5 - o — — ABLE END STUD PERIMETER PERIMETER DRAIN TILE NE V-6" V-6" 1'6" I I MAX TYP. STRAP TIES MANUFACTURED BY SIMPSON 3" o STRONG-TIE CONNECTORS MODEL No. ST18 MIN MIN NOTE:MAX TREAD&RISER DIFFERENCE 6 APROVED (2)2X(REFER TO PLAN)W/ ° 14R' UPPSTUD EQUIVALENT TO EXTEND MIN. TYPICAL EGRESS WINDOW WELL DETAIL Revisions STEEL PLATE(Z"SHALLOWER 2x BRACING ° I THAN 2X)BOLTED @ 18"O.C. NO. Date Description PROVIDE 2 BOLTS @EACH END d 1 04-26-2023 Progress Set — — �- 9 3 "FOR 2X1O TYP 8"BOLT 5 FOR 2X10'S o 2 05-03-2023 100%CD's/File for Permit 2" ° 7�FOR 2X12'S ° D o ° a NOTE: HANDRAIL SHALL BE 5"CDX PLY WOOD SHEATHING SECTION ELEVATION GABLE WALL END CONNECTOR PROVIDED ON AT LEAST ONE SIDE SIMPSON-H7 HURRICANE TIE AT CEILING JOIST ®16" O.C. -�, ° - PER NOTE BELOW EXCEPT I fo MANUFACTURED BY SIMPSON 0 0 0 ° STRONG-TIE CONNECTORS OF EACH STAIRWAY W/TWO OR 16"O.C.6-8d TO RAFTER,3-8d WITHIN 4'OF EAVE&4'OF ° MODEL No. LTP4 APPROVED AX TO PLATE,3-8d TO STUD. RIDGE ALL NAILS=6"O.C. EQUIVALENT INSTALLED AS - MORE RISERS TYPICALFLITCH PLATE DETAIL ° MANUFACTURERS SPECIFICATIONS o PROVIDE(3)8d TOE LS EACH.ROOF NTS RAIFTERS TO TOP PLATE —HANDRAIL MUST BE RETURNED (HURRICANE CLIPS AT 16"O.0 GABLE WALL END CONNECTOR - SIMPSON H3. MANUFACTURED BY SIMPSON 0 STRONG-TIE CONNECTORS MIN CLEARANCE MODEL No. A35 APPROVED 5/8"CDX PLY WOOD SHEATHING EQUIVALENT INSTALLED AS GABLE WALL END CONNECTOR MANUFACTURERS SPECIFICATIONS MANUFACTURED BY SIMPSON TYPICAL STAIR AND GUARDRAIL DETAIL WITH 8d NAILS AT 6"O.C.AT PANEL - STRONG-TIE CONNECTORS 2X WALL STUDS EDGES AND 12"O.C.IN FIELD. USE SIMPSON Z-MAX OR HDG CONNECTORS 2X WALL PLATES MODEL No. LSTA18 APPROVED 14" TO INCREASE CORROSION RESISTANCE EQUIVALENT INSTALLED AS FOR ALL HARDWARE IN CONNECTION MANUFACTURERS SPECIFICATIONS TO EXTEND NTS — W ACQ LUMBER. MIN. 12" DOWN STUD AND 12" ACROSS JOIST SECOND FLOOR 1 WALL STUDS ® 16" O.C. 4"X 20 GAUGE UPLIFT GABLE END STRAPPING DETAIL STRAPS ATI6"HEND.TH 6-8d NAILS EACH END. F CONNECTION OF MULTIPLE NOTE: NTS SIMPSON HOLD DOWN EACH 14" REFER TO PLANS FOR PIECES OF TOP-LOADED BEAMS EXT.CORNER SEE DETAIL ALL FRAMING MEMBER (SIMPSON NO.HD5A) SIZES AND SPACING. 1%4" Width Pieces: 6-8d NAILS.I BOTTOM PLATE WFIEN NOT ALIGNED 1N7H RAFTER. " " 11"X 20 GAUGE UPLIFT ° RIM JOIST SEE ROOF STRAPPING DETAIL CONNECT KING STUDS TO TOP PLATE. o Minimum of 2 rows 16d (3Y ) nails at 12 o.c. STRAPS BENT BELOW SILL FIRST FLOOR - WRAP VER 1Y" GALS. 20 GA. COIL STRAP PLATE AT 16"O.C.. A VER TOP OF TOP PLATE do NAIL ° Minimum of 3 rows 16d (3Y") nails at 12" o.c. ROOF FRAMING n for 14" and deeper beams 6-8d NAILS.II Q Nailed connections require an additional row of NOTE: NOTE: �s CS�S DouBIE PPLA,E nails when nail size is smaller than specified AT RAKE OVERHANGS 18"LONG5l8"ROUND SUB FLOOR ALL STRAPPING TO BE P THREADED ANCHOR above (minimum 0.131" X 3.25") PROVIDEOUTLOOKERSAT BOLTS AT32"O.C. FLOOR JOIST INSTALLED AS PER MANUFACTURES 16"O.C.STRAP TO END WALL SILL PLATE SPECIFICATIONS AND NYS CODE 1 I� SUPPORT 404 LB.UPLIFT. TERMITE SHIELD 16 Ga. STRAP TIES MANUFACTURED N� iEADER 32 Width Pieces: WITH APPROVED TEP BY SIMPSON STRONG-TIE CONNECTORS „ CONNECTION. FOUNDATION WALL ODEL No. CS16 OR APPROVED EQUIVALENT. o Minimum of 2 rows Y bolts at STRAP TO HAVE MIN. 12' BEARING ON THE STUD rr • AND WRAP UNDER SILL PLATE AT FOUNDATION. nuD 24 O.C. staggered TYPICAL HOLDDOWN STRAPPING DETAIL 3"K3'XA' STL. BEARING PLATE MANUFACTURED FULL LENGTH a. BY SIMPSON STRONG-TIE CONNECTORS MODEL No. W STUDS � LBPS1� OR APPROVED EQUIVALENT FRAMED OPENING FOR NEW WINDOW OR EXTERIOR DOOR Additional nailing or bolting may be TYPICAL %"x12" HOOKED ANCHOR BOLT NTS - ® 3'-0 O.C. - W/ 7" MIN. EMBEDMENT INTO CONCRETE required with side-loaded multiple member - WITHIN 6-12" OF EACH END OF PLATE beams . Refer to current product literature. FOUNDATION TO WALL STRAPPING DETAIL -�— = _�� NOTE: C UPLIFT CONNECTION IS REQUIRED NO UPLIFT ECTORS AT EACH END OF THE HEADER AND AT NTS REQUIRED I AREA BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND Drawing Title: AT TOP AND BOTTOM OF CRIPPLES. �s 1j" MIN. EDGE DIFFERENCE BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS FRAMING DETAILS MODEL Na CSIS OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. 1V ACQ LUMBER. S AT 3'-O" O.C. MAX.12" STEEL ANCHOR BOLTS WALL OPENING UPLIFT STRAPPING DETAIL ��, n MIN EMBEDMENT OF 7".-' V NTS SEE PLAN 4 Scale: AS NOTED Date: G MAY 3, 2023 A ;t; Drawing Number: I FOUNDATION ANCHOR DETAIL Aml 7 D NTS TABLE R602.3 1 TABLE R602.3(1) TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS 9 Ronald Za ka r ( ) FASTENING SCHEDULE CONTINUED FASTENING SCHEDULE NUMBER AND TYPE SPACING OF FASTENERS BEARING WALLS NON-BEARING WALLS architecture h {Q rQ Q� design �Q n NUMBER AND TYP ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER °'b'c INTERMEDIATE RZ 1 C I I I ICI C I U I G lX \I C.S I I I ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER �,b,c SPACING AND LOCATION EDGES SUPPORTS c,e ROOF (INCHESP (INCHES) MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, PLU SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY 4-8d BOX O }(2 X'XO. OR FRAMING SEE TABLE R602.3 3 FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING STUD SIZE UNSUPPORTED UNSUPPORTED 111 South Street [ ( ) ] UNSUPPORTED STUD ROOF-CEILING ASSEMBLY ROOF-CEILING ASSEMBLY 0 PLUS AROOF-CEILING SUPPORTING TWO SUPPORTING BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON (2 X'X0.131'); OR TOE NAIL (INCHES) ° ° STUD HEIGHT STUD HEIGHT Suite 16 1 6d COMMON (2"Xo.113") NAIL (SUBFLOOR, WALL) 6 12f HEIGHT (FEET) OR A HABITABLE ATTIC A HABITABLE ATTIC ASSEMBLYASSEMBLY OR A HABITABLE ONE FLOOR HEIGHT (INCHES)TO TOP PLATE 3-10d Box (2 X"X0.128'); OR 30 3b• - X' Bd COMMON 2 ° (FEET) ° (FEET) Oster Ba 3-3'xo.131" NAILS ( X"XO.131-)NAIL (ROOF) ASSEMBLY, ONLY (INCHES) (INCHES) ATTIC ASSEMBLY (INCHES) y y, NY 11771 t Bd COMMON NAIL (2 X`X0.131") s 12f Tel. 516-922-5680 4-8d BOX (2 iXO.113") OR 31 %2" - 1" RonZakary@gmail.com 3-8d COMMON (2 X"XO.131'); OR PER JOIST. TOE NAIL 2 CEILING JOISTS TO TOP PLATE tOd COMMON (3"X0.148") NAIL; OR 3-10d BOX (2 X-XO.128-); OR 32 1 N, - 1 Y: ad 2 6 12 3-3'X0.131 NAILS ( 7¢"X0.131") DEFORMED NAIL OTHER WALL SHEATHING CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX (3"XO.113 ) OR s Project Title: 1 X" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER, OR 1' CROWN STAPLE 16 o., 3 6 3 LAPS OVER PARTITIONS [see Sections R802.3.1 R802.3.2 3-16d COMMON (3 X X0.162'); OR 33 " 9 and Table R802.5.1 (9)] 4-3•XO.131" NAILS FACE NAIL SHEATHING CEILING JOIST ATTACHED TO PARALLEL RAFTER 34 2Yss' STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER, OR 11- CROWN STAPLE 16 ga.. 3 6 SHEATHING PROPOSED NEW DWELLING: TABLE R802.5.1(9) 1 GALVANIZED ROOFING NAIL; STAPLE BATTAGLIA RESIDENCE 4 (HEEL JOINT), FACE NAIL d 7 7 2X4 10 24° 16° -- 24 10 16 [see Sections R802.3.1 , R802.3.2 and Table R802.5.1 (9)] 35 X" GYPSUM SHEATHING GALVANIZED, 1 X" LONG; 1 YV SCREWS, HOBART ROAD 2X6 1 10 24 24 16 24 20 24 4-10d BOX (3"XO.128') 0R d 1 -Y4 GALVANIZED ROOFING NAIL: STAPLE 7 7 SOUTHOLD,N.Y.,11971 COLLAR TIE TO RAFTER, FACE NAIL OR 1 Y4 X 20ga. 3-10d COMMON (3 X•XO.148`); OR 36 �' GYPSUM SHEATHING GALVANIZED, 1 %- SCREWS, TYPE W OR S 5 RIDGE STRAP TO RAFTER 4-3`X0.131" NAILS FACE NAIL EACH RAFTER FOR Sk 1 INCH = 25.4 mm, 1 FOOT = 304.8mm SECTION 64,BLOCK 03,LOT 03 WOOD STRUSTRUAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE SIDE OR 6d DEFORMED (2-XO.120•) NAIL; OR 6 12 BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WHERE IN 37 �," AND LESS COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3-16d BOX NAILS (3 �'X0.135") OR 2 TOE NAILS ON ONE SIDE Bd COMMON (2 �"X0.131") NAIL 3-10d COMMON NAILS (3"X0.148'); OR AND I TOE NAIL ON OPPOSITE 6 RAFTER OR ROOF TRUSS TO PLATE SIDE OF EACH RAFTER OR 8d COMMON (2•XO.131") NAIL; OR b. SHALL NOT BE USED IN EXTERIOR WALLS 4-10d BOX (NAILS 28'); OR • _ s 12 c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 2X6 OR 4-3•X0.131" NAILS TRUSS 1 � 'b 1• Bd DEFORMED (2 X`X0.120") NAIL lOd COMMON (3"Xo.148") NAIL; OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. Ronald Za ka ry 4-16d (3 I'XO.135") OR 39 1 )C - 1 Y4" ad DEFORMED (2 X"XO.120") NAIL s 12 3-10d COMMON (3"XO.148"); OR TOE NAIL TABLE R602.10.4- BRACING METHODS 4-10d BOX (3•XO.128"); OR FOR SI: 1 inch - 25.4 mm. 1 foot - 304.8 mm, 1 MILE PER HOUR - 0.447 m/s: 1 ksl - 6.895 MPa 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR 4-3•XO.131" NAILS CONNECTION CRITERIA R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN ROOF RAFTERS TO MINIMUM 2• RIDGE BEAM 3-16d BOX (3 �'X0.135" OR a. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING METHODS, MATERIAL MINIMUM THICKESS FIGURE X BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED SHALL FASTENERS SPACING WINDBORNE DEBRIS REGIONS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192 INCH (20d COMMON OPENING PROTECTION FOR WINDBORNE E DEBRIS SHALL MEET THE REQUIREMENTS OF THE 2-16d COMMON (3 "XO.162'); OR TOE NAIL NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 3-10d BOX (3•XO.128-); OR INCH OR LESS. EXTERIOR SHEATHING PER LARGE MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION cz ED AR 3-3•XO.131" NAILS 6' EDGES 12" FIELD e . b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH. TABLE R602.3 (3) 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL WALL c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. �_ P FO MEET THE REQUIREMENTS OF AN IMPACT-RESISTING STANDARD OR ANSI DASMA 115. SEE P �f d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. CONTINUOUSLY SHEATHED 3 » / ( 16d COMMON (3 X`XO.16Z•) 24` O.C. FACE NAIL a. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (2). /8 TABLE BELOW �1/ S WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER VARIES BY FASTENER ) 8 STUD TO STUD (NOT AT BRACED WALL PANELS) 10d (3"XO.128•); OR f. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END ^u 3"Xo.131") NAILS 16' O.C. FACE NAIL WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR N TABLE R602.3 (1) or R602.3 (2) EXCEPTION: >O �- ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH DISTANCE FROM o WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN (6 INCH AND A SPAN ? '. 16d BOX (3 X"Xo.135'); OR RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 0 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3`XO.131" NAILS 12' O.C. FACE NAIL g. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE MATH GA 253. FIBERBOARD SHEATHING SHALL OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS ' 9 CORNERS (AT BRACED WALL PANELS) CONFORM To ASTM c 2oe. SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING 16d COMMON (3 X`XO.162-) 16` O.C. FACE NAIL h. SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES To PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND CS-G 4 � be CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS0 AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING CONTINUOUSLY SHEATHED 3 „ SEE METHOD CS-WSP SEE METHOD CS-WSP REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT qT � 073 �O 16d COMMON (3 X•XO.162-) 16" O.C. EACH EDGE FACE NAIL MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT Z WOOD STRUCTURAL PANEL �8 \ttA 10 BUILT-UP HEADER (2` TO 2- HEADER WITH X` SPACER) BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID ADJACENT TO GARAGE HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONET AND OF NE 16d BOX (3 X"XO.135") 12' O.C. EACH EDGE FACE NAIL BLOCKING. Q OPENINGS CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE 7, WH �q 1 ERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE , PROVIDE TWO TOE NAILS ON ONE f 5-8d BOX (2 VXO.113•); OR SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE w WITH THE PERMANENT CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND 4-8d COMMON (2 X'XO.131-); OR TOE NAIL SIDE OF THE RATER SHALL NOT BE REQUIRED. ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE NTH x 11 CONTINUOUS HEADER TO STUD 4-10d BOX (3•x0.128- N TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET CS-PFOR LESS WHERE THE ULTIMATE DESIGN WIND SPEED, IS 180 MPH OR LESS. 16d COMMON (3 X"X0.162•) 16. O.C. FACE NAIL TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES CONTINUOUSLY SHEATHED 7/6" SEE SECTION R602.10.6.4 SEE SECTION R602.10.8.4 Revisions 12 TOP PLATE TO TOP PLATE 10d BOX) NAILS OR 12' O.C. FACE NAIL FROM WIND ASD POUNDS PER CONNECTION a.b.c.d.e.f.a.h � PORTAL FRAME No. Date Description 3"X0.131•) NAILS EXPOSURE B o TABLE R301 .2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING 8-16d COMMON (3 I`x0.162"); OR 0 SCHEDULE FOR WOOD STRUCTURAL PANELS 1 04-26-2023 Progress Set 12-16d BOX 3 X"XO.135•); OR 1 X• long X 0.12 dia. DOUBLE TOP PLATE SPLICE FOR SDC's A-D TH SEISMIC ULTIMATE DESIGN WIND SPEED Vult (mph) 25 (for X" thick sheathing) FASTENER SPACING BRACED WALL LINE SPACING < 25' � 12-10d BOX 3"X0.128'); OR FACE NAIL ON EACH SIDE OF 12-3"XO.131" NAILS END JOINT (MINIMUM 24• LAP RAFTER OR ROOF SPAN 130 mph 140 mph �_ d Y2» Or /32" for 1 3: long X 0.12 dia. SPLICE LENGTH EACH SIDE OF (for W thick sheathing) 3" EDGES 6• FIELD 2 05-03-2023 100%CD'sl File for Permit END JOINT) TRUSS SPACING (FEET) CONTINUOUSLY SHEATHED maximum 16 galvanized roofing nails or 8d common FASTENER TYPE 4 FOOT 6 FOOT 13 ROOF PITCH ROOF PITCH STRUCTURAL FIBERBOARD PANEL SPAN < PANEL SPAN < PANEL SPAN DOUBLE TOP PLATE SPLICE SDC's D , D , OR D • AND 12-t6d (3 7¢"X0.135') stud spacing (2 X' long X 0.131' dia.) nails <4 FOOT S 6 FOOT S 8 FOOT BRACED WALL LINE SPACING Z 25' ° 1 2 <5:12 L5:12 <5:12 Z5:12 ot. 12 95 88 122 113 NO. 8 WOOD SCREW BASED 16d COMMON (3 X"XO.162•) 16" O.C. FACE NAIL 18 1 FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, 1 degree = 0.0175 rad, 1 pound per square foot=47.8 N/m', 1 mile per hour = 0.447 ANCHOR WITH 2 INCH 16 10 8 14 BOTTOM PLATE TO JOINT, RIM JOIST, BAND JOIST OR 16d BOX (3 X"XO.135• ; OR 24 149 137 192 178 BLOCKING (NOT AT BRACED WALL PANELS) ) m/s. 0 1 2 EMBEDMENT LENGTH • 12. O.C. FACE NAIL 32 185 170 240 222 9 9 P 9 9 3"xo.131 ) NAILS 12 O.C. a. Adhesive attachment of wall sheathing including Method GB shall not be permitted in Seismic Design Categories C D D and D . 3-16d BOX (3 X•xo.135'); OR 3 EACH 16' O.C. FACE NAIL 6 6 4 b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall of NO. 10 WOOD SCREW 15 BOTTOM PLATE To JOINT, RIM JOIST, BAND JOIST OR 2-16d COMMON (3 X"XO.162'); OR 2 EACH 16" O.C. FACE NAIL 42 230 211 300 278 the garage. In Seismic Design Categories D , D , and D roof covering dead load shall not exceed 3 psf. BASED ANCHOR WITH 2 16 12 9 BLOCKING (AT BRACED WALL PANELS) 4-3"XOA31" NAILS 4 EACH 16" O.C. FACE NAIL 48 258 236 336 311 c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R602.5 (1). A full height INCH EMBEDMENT LENGTH 4-8d BOX 2 x0.113 , OR 12 126 117 162 150 clear opening shall not be permitted to a Method CS-G panel. 0 1 2 3-16d BOX (3 X'XO.135`); OR 18 162 149 209 194 d. Method CS-SFB does not apply in Seismic Design Categories D , D , D . 0 2 Y4 INCH LAG SCREW BASED 4-8d COMMON (2 X'x0.131'); OR TOE NAIL 24 198 182 255 237 e. Method applies to detached one and two-family dwellings in Seismic Design Categories D through D only. ANCHOR WITH 2 INCH 16 16 16 16 TOP OR BOTTOM PLATE TO STUD 4-3 dX BOX 01313"AILS 28'); OR „ 28 222 203 287 266 16 O.C. 32 246 EMBEDMENT LENGTH 3-16d BOX (3 I-Xo.135"); OR 36 270 247 351 325 TABLE R602.10.5 2-16d COMMON (3 X"XO.162'); OR END NAIL 42 s MINIMUM LENGTH OF BRACED WALL PANELS 3-10d BOX (3-x0.128•); OR 48 1 343 1 314 1 447 1 414 a. THIS TABLE IS BASED ON 180 MPH ULTIMATE 3-3'XO.131" NAILS MINIMUM LENGTH METHOD DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF 3-10d BOX (3"Xo.128`); OR EXPOSURE C (INCHES) CONTRIBUTINGLNHHEIGHT. 2-16d COMMON (3 X`X0.162'); OR ADJACENT CLEAR OPEN NG WALL HEIGHT 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3-16d C31" NAILS FACE NAIL ULTIMATE DESIGN WIND SPEED Vult (mph) HEIGHT 8 FEET 9 FEET 10 FEET 11 FEET 12 �� (INCHES) b. FASTENERS SHALL BE INSTALLED AT OPPOSING RAFTER OR ROOF SPAN 130 mph 140 mph INCHES ENDS OF THE WOOD STRUCTURAL PANEL. 3-8d BOX 2 XO.113 ; OR TRUSS SPACING (FEET) CS-WSP S 64 24 27 30 33 36 ACTUAL FASTENERS SHALL BE LOCATED NOT LESS THAN INCH 2-8d COMMON (2 X•xo.131'); OR ROOF PITCH ROOF PITCH FROM THE EDGE OF THE PANEL. 18 1' BRACE TO EACH STUD AND PLATE 2-10d BOX (3•X0.128'); OR FACE NAIL z STAPLES 1 3;' <5:12 Z5:12 <5:12 Z5:12 TABLE R507.2 C. ANCHORS SHALL PENETRATE THROUGH THE 2-8d COMMON (2 X"X0.131R OR 12 161 151 198 186 DECK LEDGER CONNECTION TO BAND JOIST a,b EXTERIOR WALL COVERING WITH AN EMBEDMENT 19 1" X 6` SHEATHING TO EACH BEARING 2-10d BOX (3'x0.128•); OR FACE NAIL 18 256 239 317 298 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE 24 289 239 317 335 2 STAPLES, 1-CROWN, 16ga.,1 �4" LONG BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT 28 289 269 358 335 3-8d BOX 2 XO.113 ; OR 12" O.C. 32 299 398 373 CONNECTION DETAILS JOIST SPAN LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE 3-8d COMMON (2 X'XO.131'); OR 36 353R420 438 411 6' AND LESS 6' 1' TO 8' BY TO 10' 10'1 TO 12' 12'1 TO 14' 14'1' TO 16' 16'1 TO 18 CONCRETE BLOCK OR CONCRETE. 3-10d BOX (3"Xo.128-); OR ON-CENTER SPACING OF FASTENERS 3 STAPLES, 1`CROWN, 16ga.,1 �4 LONG 42 4 49 d. PANELS ATTACHED TO MASONRY OR 48 450 560 524 INCH DIAMETER LAG SCREW c,d 30 23 18 15 13 11 t020 1' X 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1" X 8" FACE NAIL 2 52 4 WITH INCH MAXIMUM SHEATHING MASONRY/STUCCO SHALL BE ATTACHED USING 4-8d BOX (2 }X0.113-); OR INCH DIAMETER BOLT WITH J INCH 3s 3s 34 2s 24 21 1s VIBRATION-RESISTANT ANCHORS HAVING AN 3-8d COMMON (2 X'XO.131'); OR 18 277 342 322 MAXIMUM SHEATHING d 3-Tod BOX (3`X0.128'); OR 24 340 318 422 396 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN INCH DIAMETER BOLT WITH 1-INCH 36 36 29 24 21 18 16 4 STAPLES, 1-CROWN. 16ga.,1 �4" LONG 16" Q.0 28 384 358 476 446 MAXIMUM SHEATHING ° 1,500 POUNDS. FLOOR 32 427 398 529 496 FOR 9: 1 inch - 25.4 mm, 1 foot -304.8 mm, 1 pound per square foot - 0.0479 kPa 4-8d BOX (2 J7XO.113"); OR 36 469 438 583 547 a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contracting the house band joist. 3-8d COMMON (2 X•XO.131•); OR 42 1 535 499 664 622 b. Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 21 JOIST TO SILL, TOP PLATE OR GIRDER 3-10d Box (3-XO.128•); OR TOE NAIL 48 c. The tip of the lag screw shall fully extend beyond the Inside face of the band joist. TABLE R301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE 3-3'X0.131" NAILS d. Sheathing shall be wood structural panel or solid sawn lumber e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. ad BOX 2 XO.113 4 O.C. TOE NAIL FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, 1 MILE PER HOUR= 0.447 m/s, Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable STRUCTURAL MEMBER ALLOWABLE 22 RIM PLATE IST. BAND(ROOF APPLICATiONS ALSO)IST OR 10d To SILL OR TOP B d BOX(3"X0.28);1 OR); OR 6' O.C. TOE NAIL 1 POUND =0.454kg, 1 POUND PER SQUARE FOOT = 47.9 N/m s, 1 plf 14.6 N/m sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION 3"Xo.131" NAILS RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 2-8d COMMON X .11Xo.i31R OR a. THE UPLIFT CONNECTION FORCES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF TABLE R507.2.1 WITH NO FINISHED CEILING ATTACHED TO 23 1" X 6• SUBFLOOR OR LESS TO EACH JOIST 3-8d BOX (3"X0.128O. OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR C. FOR EXPOSURE D, THE UPLIFT PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS 2 STAPLES, 1-CROWN, 16ga.,1 % LONG CONNECTION FORCE SHALL BE SELECTED FROM THE EXPOSURE C PORTION OF THE TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE ADJUSTMENT MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS INTERIOR WALLS AND PARTITIONS H/180 3-16d BOX (3 X'X0WXO.; OR BLIND AND FACE NAIL COEFFICIENTS IN TABLE R301.2 3 SHALL NOT BE USED TO MULTIPLY THE TABULATED FLOORS L/360 24 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3 X"X0.162') " 3-16d BOX (3 X'X0.135•); OR FORCES FOR EXPOSURE C AND.D OR FOR THE OTHER MEAN ROOF HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW SPACING CEILING WITH BRITTLE FINISHES (INCLUDING PLASTER L/360 25 2 PLANKS (PLANK do BEAM - FLOOR do ROOF) 2-16d COMMON (3 .135-)62R AT EACH BEARING, FACE NAIL b.THE UPLIFT CONNECTION FORCES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING ° d b b AND STUCCO ASSEMBLY DEAD LOAD OF 15 PSF. LEDGER 2 INCHES -Y4 INCH 2 INCHES 1 % INCHES 3-16d COMMON 3 XO.162 c. THE TABULATED UPLIFT CONNECTION FORCES ARE LIMITED TO A MAXIMUM ROOF e b b CEILINGS WITH FLEXIBLE FINISHES INCLUDING GYPSUM L/240 4-10 Box (3'XO.128); OR BAND JOIST Y INCH 2 INCHES 2 INCHES 1 % INCHES BOARD 26 BAND OR RIM JOIST TO JOIST OVERHANG OF 24 INCHES. 4-3'XO.131" NAILS ; OR END NAIL d. THE TABULATED UPLIFT CONNECTION FORCES SHALL BE PERMITTED TO BE MULTIPLIED ALL OTHER STRUCTURAL MEMBERS L/240 4-3'X 14ga. STAPLES, J" CROWN FOR SI: 1 INCH=25.4 MM NAIL EACH LAYER AS-170=5.- BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). EXTERIOR WALLS - WIND LOAD° WITH PLASTER OR H/360 20d COMMON (4•x0.192'); OR 32" O.C. AT TOP AND BOTTOM e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED b. MAXIMUM 5 INCHES. AND STAGGERED UPLIFT CONNECTION FORCES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS C. FOR ENGINEERED RIM JOISTS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES 10d BOX (3"XO.128'); OR 24 O.C. FACE NAIL AT TOP REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FORCES. d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.1(1). 27 BUILT-UP GIRDERS AND BEAMS. 2-INCH LUMBER LAYERS 3'x0.131` NAILS AND BOTTOM STAGGERED ON f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT CONNECTION EXTERIOR WALLS - WIND LOADS° WITH OTHER H/240 OPP051TE SIDES BRITTLE FINISHES AND: FORCE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL WALL ABOVE. 4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE 1 R402. . d 2-20d COMMON (4•x0.192-); OR FACE NAIL AT ENDS AND g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS SHALL BE TABLE: EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120 Drawing Title: 3-1Dd BOX (3"Xo.128•); OR AT EACH SPLICE PERMITTED. FINISHES. 3-3•xo.131" NAILS h. THE TABULATED FORCES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED TO EQUIVALENT U-FACTORS 4-16d Box (3 I-XO.135");OR BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. LINTELS SUPPORTING MASONRY VENEER WALLS° L/600 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON (3 X"Xo.162'); OR AT EACH JOIST OR RAFTER, CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 4-10d Box (3-x0.128•); OR FACE NAIL FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 4-3•XO.131 NAILS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS FRAMING NOTES 29 BRIDGING TO JOIST 2-1Dd (3"XO.128•) EACH END, TOE NAIL 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS 4 EXCEPT OBTAINED FROM THE TABLE R301.2(2). MARINE 0.35 0.55 0.026 0.060ZZ 0.098 0.047 0.059 0.0.065 b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. 5 AND 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN TABLE R602.3(3) MARINE 4 ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, a,b,c AS MAX. AS MAX. NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS ALUMINUM WOOD PANEL WALL SHEATHING FASTENING SCHEDULE PROPOSED AS MAX. -V.I.F. -V.I.F. -V.I.F. AS MIN. _T AS MIN. AS MIN. N/A AS MIN. STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH STRUCTURAL PANEL THICKNESS STUD SPACING SPEED V ULT(MPH) ON PANEL SPAN (INCHES) (INCHES) I WIND EXPOSURE CATEGORY GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE SIZE (INCHES)I RATING (INCHES O.C.) (INCHES O.C.) e c D TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR Scale: 6d COMMON 1.5 24/0 3/8 16 6 12 140 115 110 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED AS NOTED (2.0-XO.113') L/120. 8d COMMON 1.75 24/18 7/16 16 6 12 140 115 135 10 d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM OR SI: Inc 24 s 12 Tao 115 110 MAXIMUM GLAZED MINIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE Date: FOR SI: 1 inch = 25.4 mm, 1 MILE PER HOUR = 0.447 m/s MAY 3, 2023 a. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" ON CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE DEFLECTION OF H/180. CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. U-FACTOR b U-FACTOFt SHGC b'e R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE c & DEPTH d WALL R-VALUE ° b. TABLE BASED ON WAND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL e. REFER TO SECTION R703.8.2. BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. 4 EXCEPT 20 OR 10 CONT. OR 10 CONT. OR g rawln Number: c. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 0.35 0.55 0.40 49 13 + 5.1i 8/13 19 13 CAVITY 10 2FT. 13 CAVITY SPAN RATING. PLYWOOD SIDING RATED 16 O.C. OR 24 O.C. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. MARINE WALL-16 AND PLYWOOD SIDING 16 O.C. SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16` ON CENTER. 15 CONT. S ANDMAR NE 4 0.32 0.55 NR 49 3 OR 13/17 30 9 15 CONT. CAVI OR 10 / 2FT. CAVITY OR 19 CAVITY 19 CAVITY PROPOSED AS MAX. -V.I.F. AS MAX. AS MAX. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. * REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES DETAILS ALLOWABLE HOLES - TJI® Joists WARNING NAILING REQUIREMENTSRonald ZakaryTYPIcAL TJI Joists are unstable until braced laterally TJI®foists at bearings:Two 8d(2Y2")box nails(1 each side), 1Yz" Bracing Includes: minimum from end. Q� design �p n Do not cut holes larger • Blocking • Sheathing Blocking panels,rim joist or rim board to bearing plate: RZarchitecture U( U GS I g 1 I No field cut No field than 1Y2"in cantilever • Hangers •Rim Board holes in cut holes in DO NOT allow workers • Strut Lines • Rim Joist DO NOT stack building TJI®blocking g panels or rim oist:10d 3 box nails at 6"o.c. See table See table 1 ( ") Filler block:Nail with ten to walk on joists until materials on unsheathed Trus Joist rim board:Toenail with 1 Od(W)box nails at 6"o.c.or hatched hatched 111 South Street INTERMEDIATE BEARING lOd 3" box nails,clinched. See table See table braced. WARNING NOTES: Joists. ( YZ')box nails at 12"o.c.( ) zone zone j 16d 3 Load bearing or shear wall above NO LOAD BEARING WALL ABOVE Use ten 16d(3Y2")box nails Shear transfer-Connections equivalent to decking nail schedule. Suite 16 from each Side with 3�" Lack of proper bracing during construction can result In serious accidents.Under (must stack over wall below) normal conditions if the followingguidelines are observed,accidents will be avoided. Oyster Bay, NY 11771 Web stiffeners required TJIe joist flange widths. Maintain adequate g Rim board,rim joist or closure to TJI®'joist: y each side at B3W Blocking panels Use fifteen nails with TJIe Backer block:Install *V6 6" O 6" distance from 1. Install all blocking,hangers,rim boards and rim joists at TJI*joist end supports. 13/q"width or less:Two 10d(3")box nails,one each at top and Tel. 516-922-5 680 Blocking panel may be required with joist depths greater than tight to to flange bearings bottom flange. R O nZa ka ry @ g m a i I.CO m shear walls iced it 16". g p g 2. Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. 2x4 minimum (tight to bottom flangeD j 2 x D 2 D 2 L2 2 x L p L j 2r/s"thru 2Yz"widths:Two 16d(3�")box nails,one each at top and below-see detai181 with face mountSheat (minimum) fled to a braced end wall or sheathed area. bottom flange. Squash blocks minimum minimum T6" 3. Safe strut lines of 1x4 minimum must be na ' ghangers).Attach with �"hole (also applies ty 3/2"width:Toenail joist to rim joist with one 10d(3")box nail each hllTg must be property nailed to each TJI"joist before additional loads can be placed on the system. ten lOd(3")box nails, may be cut to IV2"holes) n / side of joist top flange. Project Title: Bj B1W Y' clinched when possible, anywhere !� Ends o&antilevers require strut lines on both the top and bottom flanges. tee 2x4 minimum squash blocks:Two 10d(3")box nails,one each In web outside TJI®jorat flanges must remain straight within a tolerance of Yz"from true alignment. Backer block at top and bottom flange. Web stiffeners � hatched area. PROPOSED NEW DWELLING: both sides of required each side web with single Minimum Distance from Inside Face of An Support to Nearest Edge of Hole Cut holes with care 4'-0" length of BATTAGLIA RESIDENCE at B1W and B2W Y pp 9 TJIe joists For other load conditions or hole configurations not included in this table, refer to and in the joist web Web stiffeners 4"reinforcement B2 B2W B3 B3W H2 8"diameter maximum hole for on one side at E2, IIOBART ROAD TJ-Beame software or contact your Trus Joist representative. only required each 8"diameter maximum hole for SOUTHOLD N.Y. 11971 side at E1W 117/"-20"joists;6"diameter both sides at E3 117/8'- 16"joists;6"diameter ' SECTION 64,BLOCK 03,LOT 03 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE maximum for 9Y2"joists or for maximum for 9'/z"joists or for DEPTH TJI®/ProTTM 2 3" 4" 5" 6Ya" 7" 8s/8' 9" 10'/a 12" 2" 3" 4" 5" 6%4" 7" 8%e' 9" 10%a" 12" blocking for less than 12" blocking panels less than 12" Applysubfloor Option#1: long.Do not cut flanges, long.Do not cut flanges. adhesive to all TJI°Joist blocking with 100TS 1'-6" 2'-0" 2'-6" T-6" 5'-6" 1'-6" 2'-6" T-6" 5'-0" 6-0" Web stiffeners required contact surfaces end blocks installed at 130 2'-0" 2'-6" T-6" 4'-6" T-0" 2'-0" T-O" 4'-0" 6'-0" 7'-0" if sides of hanger do not Flush bearinglate Attach reinforcement to p or �joist span 150 2'-0" 3'-0" 3'-6" 5'-0" s'-6" 2'-0" 3'-0" 4'-0" 6'-0" 6'-6" Ronald Z a k a ry laterally support at least required.Maximum Y4" NS,SQ locations using 250 2'-0" T-6" 4'-6" 5'-s" T-0" T-O" T-6" 4'-6" 6'-6" T-O" joist top and bottom %"of TJI°joist top overhang permitted at �l��o � two 8d(2Y2") 9Y2' flanges with 8d(2%") flange beam. � box nails, 350 1'-6" 3'-6" 5'-0" 6'-s" 7'-0" 1'-6" 3'-s" 5'-0" 6'-6" 7'-0" typical 100C 1'-6" T-O" 2'-6" T-6" 4'-6" 1'-6" 2'-0" T-0" 4'-0" 4'-6" Trus Joist rim common nails at 6"on- Option#2: 300C 2'-6" T-O" 4'-0" V-0" 6'-6" T-O" T-O" 4'-0" V-6" 6'-6" board closure center.When reinforcing Top flange 2x_strapping installed at 400C 2'-0" T-0" 4'-0" 5'-6" T-6" T-O" 4'-0" 5'-6" 7'-0" 7'-6" both sides,stagger nails hanger joist span locations using 100TS 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 3'-6" 6'-0" 1'6" 2'-0" 3'-0" 4'-0" 6'-6" 7'-0" 8'6" T�•���� to avoid splitting. F eD AR Face grain two 2Y2"screws per joist ql� / Face mount 130 1'-6" 2'-0" T-6" T-6" 4'-0" 5'-0" 8'-0" 2'-0" T-O" T-6" 5'-0" T-6" 8'0" 9'-6" Option#3: horizontal hanger d rectl n lied ceiling 150 1'-0" V-0" T-O" T-O" 4'-6" 5'-6" V-6" 1'-0" T-0" T-6" 5'-0" 7'-s" 8'-0" 9'-0" Et E1W E2 E3 �? n,•' �i2r Y PP g 1W �• S' C� 250 1'-0" V-B" 2'-6" 4'_0" 5'_6" 6'_6" 9'-0" 1'-0" 2'_0" 4'-0" 5'-6" 8'-0" 8'6" 9'-6" ��! '�� At Y! .A When specified on the layout, z „ �`v4.r„� .;K\f' 11/e 350 1'-0e 2 se 3-0„ 5'-0„ 6-0e 7'-0e 9'-0e 1'-0e 3�_Oe 4'-0e 6'_0" 8,_se 9,_On 9'-0" w�';yetnawl t• Hl Hanger height must be a H3 PBl one or more of the three bracing '�u.e ° 550 1'-6" 2'_6" 4'-0" 5'-0" T-0" 8'-0" 10'-6" T-6" 5'-0" 6'-0" T-6" 9'-6" 9'-6" 10'-6" „ O minimum of 60%of joist depth options shown must be installed 6 -0 length of TJI® look r-o° 1'6° 2'-0° 2'6° 3'-0° a'-o° s'-s° 1'-0° 2'-0" 2'-6" 3'-s° 5'-0° 5'-s° 7'-a' joist reinforcement WEB STIFFENER ATTACHMENT 300C 1'-6" 2'-0" T-0" T-6" 4'-6" V-6" 9'-0" 1'-6" 2'-6" T-6" 4'-6" T-O" T-6" 9'-0" and filler block.Use 8"diameter maximum hole for 0 /Ga 400C 1'-0" 2'-0" 3'-0" 4'-0" 5'-s" 6'-6" 9'-6" 3'-0" 4'-0" 5'-0" 6'-6" 9'-0" 9'-0" 10'-0" 4�-0" length with 9Y" 7 " " " "�+j►, �073 0 '/g"minimum 130 1'-0" 1'-0" V-6" 2'-0" T-0" T-6" 5'-0" T-6" 8'-6" 1'-0" 2'-0" T-0" 4'-0" 6'-0" T-6" 10'-0" 10'-0" 11'-6" 9 z 11/a - 16 joists;6 diameter Attach reinforcement to V+ 2Y4'maximum 250 1'-0,, 1'-0" 1'-0" V-0" T-O" 4'-0" V-s" T-0" 10'-0" 1'-0" 1'-0" T-O" 4'-6" 7'-0" 8'-6" 10'-6" 10'-6" 12'-0" an 117/8 d "TJI®joists. mimum for 9%"joists or for joist top and bottom flanges ©fi 350 1'-0" V-0" 1'-0" T-6" 4'-0" 5'-0" T-6" 8'-0" 11'-0" 1'-O" 1'-0" T-O" 5'-0" T-6" 9'-0" 10'-6" 11--0" 12'-0" blaxocking panels less than 12 with one 8d(2/ )common Load from above Three 8d(2Y2")box nails, 14" 550 1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-6" 8'-6" 9'-0" 12'-0" 2'-6" 4'-0" 5'-6" T-O" 9'-0" 10'-0" 12'-0" 12'-0" 13'-0" long.Do not cut flanges, nail at each corner clinched(Three 16d(3Y2")box nails at 100C V-0" 1'4' 1'-0" V-0" T-O" 2'-15" T-6" 4'-0" T-0" 1'-0" 1'-0" 2'4" T-O" 4'-0" 5'-0" T-O" 7'-6" 9'-0" E4 3%"TJI°joist flange widths) 300C 1'-0" V-0" 1'-6" 2'-6" T-6" 4'-0" 5'-6" 6'-0" 10'-0" 1'-0" 1'-6" T-O" 4'-0" 5'-6" T-O" 9'-6" 10'-0" 11'-6" Attach TJI®joist 12" length of Y4" Y16" L�2 400C 1'-0" 1'-0" 1'-6" T-0" 4'-6" 5'-0" T-O" 8'-0" 11'-0" 2'-0" T-6" 4'-6" 6'-0" 8'-0" 9'-6" 11'-0" 11'-0" 12'-0" reinforcement to joist reinforcement on Revisions Web stiffener each side. one side at E5, 130 1'-0" 1'-0 1'-0" " " " 6" 4' 6" 0" 0" 6" 6" 12'-0" 13'-0" rI See sizes below. web 1'1'-0 1'-s" 2'-s 3'- -0" 5' T-6" 1'- 1'- 2' 3'6" 5'-0" 6'-0" 10'-6" 10'- with 3 rows (3 ) No. Date Description 250 1'-0" 1'-0" 1'-0" -0" 1'-0" 1'-0" 3'-6 -0" 4' " 7'-0" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 7'-0" 11'-0" 11'-0" 12'-0" 13'-6" common nails at 6"" both sides at E6 Tight fit 350 V-0" 1'-0" 1'-0" 1'-0" 1'-0" T-6" 5'4" T-6" 8'-6" 10'-6" 1'-0" V-0" V-0" T-6" 6'-0" T-6" 11'-6" 11'-6" 12'4" 13'-6" on-center,clinched. Use 1 04-26-2023 Progress Set W Web Stiffener Size W Web Stiffener Size 16" 550 1'-0" 1'-0" 1'-0" 1'-6" 3'6" 4'-6" 7'-0" 7'-6" 10'-0" 12'-0" 1'-0" 2'-6" 4'-6" 6'-0" 8'-6" 9'-6" 13'-0" 13'-0" 14'-0" 15'-0" t „ 2x4 min mum �� 2 rows with 9/ and g squash blocks W2 Y2"x 2Y"minimum 2%' Y"x 8/1"minimum 100C 1'-0" 1'-0" 1'-0" 1'-01,1�--,00:1111 1'-0" 2'-6" 2'-6" 4'-0" 5'-6" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'6" 7'-0" 7'-6" 9'-0" 10'-s" v 117/g" TJI®joists.q 1/' /e'x 2 16'minimum 2/6 lax 2/66minimum 300C 1'-0" 1'-0" 1'-0" 1'-0" 2'-6, 4'-0" C-6" 6'-6" 8'-6" 1'-0" 1'-0" 2'-0" T-0" 5'-0" 6'-0" 9'-6" 10'-0" 12'-0" 13'-0" �� 5 maximum 2 05-03-2023 100%Ws/File for Permit 3 r 5 5 I rr n 5 �� Use 2x4 minimum squash blocks 400C 1'-0" 1'-0" 1'-0" 1'-0" 2'-s" 3'-6" 6-6" 6'4" 8'-6" CS to transfer load around TJI° W 2%6" Y4'x 25/6'minimum 3Y2" 2x4 E5 E6 joist 2" 4" 6" 8" 10" 12" 14Y4' 163/4' 12" 4" 6" 8" 10" 1 12" 14Y4' 16%" Not for use with 3%2"TJI®joist flange widths 350 1'-0" 1'4" 1'-0" 1'-0" 4'-0" T-6" 13'-0" 1'-0" V-0" T-O" 8'4" 13'-0" 15'-0" 17'-6" TJI/Pro 150 250 350 550 550 1'-0" 1'4" 1'-0" T-6" 6-6" 10'4" 15'-0" 1'-0" 2'-0" 6'-6" 10'-6" 14'-6" 16'-0" 18'-0" Depth 91/2 91/2 14 14 11718" 14" 18' 300C V-0" V-0" V-0" 2'-0" 4'-0" 6'-0" 11'-0" 1'-0" 1'-0" T-O" V-6" 10'-6" IT-O" 16'-6" Nail Trus Joist rim Attach reinforcement to or 11 7/8" or 11 7/8" or 16" 11 7/a" or 16' or 16" 400C 1'-0" 1'-0" 1'-0" 2'-6" V-6" 8'-0" 13'-6" 1 1'4"1 2'-O" 6-6" 9'-0" 13'4" 15'-0" 17'-0" board to blocking with joist top and bottom Filler Block 1 1/8"net 2 x 6 2 x 8 2x6+1/2 2x8+1/2 Two 2 x 6 Two 2 x 8 350 1'-0" 1'-0" 1'-0" 1'-O" 2'-6" 6'-0" 10'-0" 14'-6" 1'-0" V-O" 1'-0" 6'-0" 11'-6" 15'-0" IT-6" 19'-6" connections equivalent flanges with one 8d(2Yz") Nail through 2x_,wood backer and (Detail H2) sheathing sheathing 20" 550 1'-0" 1'-0"1 1'-0" 1'4" T-6" T-0" 12'4" 16'4" 1'-0" 1'-0" 4'4" 9'-0" 14'-0' 17'-0" 18'-6" to decking schedule common nail at each corner TJI®joist web with 2 rows lod 300C 1'-0" 1'-0" v-0" 1'-0" 3'-0" 5'-0" 8'-0" 12'-0" 1'-01, 1'-0" 1'-6" 5'-0" 9'-0" 12'-6" 3" common nails at 6" Cantilever Filler 2 x 6 2 x 6 2 x 10 2x6+112" 2x8+1/2" Not 400C 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 10'-0" 14'-6" 1'-0" 1'-0" 4'-0" 8'-0" 12'6" 16'-0" 18'-0" 20'-0" Blocking panel between each Blocking (Detail E4) 4'-0"Long 4'-0"Long 6'-0"Long sheathing sheathing Applicable 9 P on-center,clinched.Use 4'-0"Long 6'-0"Long • Leave Y8"web at top and bottom of hole. DO NOT cut joist flanges. joist.Nail to top plate with panel 16d(3 z")nails with Backer Block 2x6 6 2 x 8 connections equivalent to 3%"TJI®joist (Detail F1 or H2) 1/2"or 5/8" 5/8"or 3/4" 5/8"or 3/4" 1"net 1"net . Table is based on uniform load tables in current design literati re. decking schedule, flange widths. • For simple span(5 foot minimum) uniformly loaded joists not requiring commercial concentrated loads,one maximum size round hole may be 12" length of Y4' Typical TI e Down D eta 115 U t I I 1 z 1 n g 51 m p 5o n 5t ro n 9 t 1 e5 located at the center of the joist span provided no other holes occur in the joist. reinforcement on one side at ET both sides at E8 Wood BEND ADDITIONAL STRAP OVERTOPOR backer CUTOFF 5"maximum NAIL TO °, ° SrNR� BT POUR ` INSTALLATION O O O \Q+ FORM BOARD ° 0 F5°1E 2xEMBEDMENTLENGTH •0 o : NIM REBAR LENGTH •v � a ONE Of .o ONE#4 IN S-S.o T" �• • REB4RIN SINGLE POUR AEEAR REBAR GONE ONE HPA"Dzt.zP •��' 1 SHEARCONE CORNEA IrwME[M INSTALLATION RERAR LENGTH 1 ° ,MpSN. Snpsm St.9-Tie o Siryson StongTie HPAHD HPAHD22-2P Simpson Strong-Tie CORNER ' PA51 DISTANCE ° FROM EDGE �OF STRIP TO Simpson Strong-Tie r mNlwm CORNER HPAHD22 REMR LENGTH Sirtparl StrargTk HPAHD s 0 Wa s Musree o A o 0 0 ° wsrw�® T M o 0 ear HS � u w"'oa0 .. o n�• o. wn^lirR wsr°u® •, HERE •®" ° Simpson Strong-Tie •� h Simpson Strong-Tie O MTS30 HH $Frp nStrongr. HD5A th SSTB a e MINIMUM a SIDECOVER Simpson Strong-Tie o a 4' a HDIS Snpmn StmpTro ABUII F1 Use every other nail hole CUT in a row to provide the LENGTH code-required minimum END Drawing Title: o O° center-to-center o LENGTH g ° spacing for nails O °0 ° 2'MINIMUM ° o SIDECOVER CLEAR TJ 1 DETAILS ° ° o I MINIMUM ° ° o SPAN SIDECOVER ® O o Q o o °6 ° n°o.`"' ' ° 2MNMUM d,'s� r�• o Q O o 0 �o Q SIDECOVER 0 0 • .P „a Simpson Strong-Tim ABE44 •.R J .Y` p Simpson Strong-Tie 'A ,eaQ aq• P P P HCP SInVw Stung:N S" S,mgT" PBS" p 7wNIMUM END 1'Mmum ° e°" R Provide minimum r LENGTH Simpson Strong-Tie DISTANCE end distance B Simpson Soong-Tie ABA44 FOR HIGH • 6mp:an SYagTN HRC22 UPLIFT RESISTANCE FSE Rough Equal number of specified nails in each end Simpson Strong-Tie Scale: - CS Coiled Strap AS NOTED Acute °° Date: MAY 3, 2023 Angle ° o Drawing Number: 0 o e • 6 � o ° I • 66 0 S"wn Strong-Tie Simpson Strong-Tie MSC9 6 Aml MSC410 �� 9 - �- _____ �- _____ I ­ .__ - I—_ � - . � - - " I N, Wndowfall protection shall be provided where needed per Code 3.8 Ali concrete work shall comply with the requirements of the American 6-4 New exterior wall sheathing shaft be 58"CDX ply wood-secure to 7.15 All insulation shall have a flame spread rating not greater than 25 and 4) Provide for mechanical fresh air(Energy Recovering Ventilators)as 16,33 Coordinate with Owner retained AV contractor for all equipment and Ronald Za . G PECIFICATIONS Section R312 2 Concrete I nsfitute(ACI),ACI 301,304,305,311 315,318-and 347 and framing per Code Table R602,3(l) Extend ply wood to top of top plate smoke developed index not to exceed 450 per ASTLI E84&Code required because of mechanical System designs and house having speaker locations. 0 Protection of wood and wood-based products from decay& Code Section R402.2 and ASTM C1 157, All concrete shall be air and no joints shall be allowed at floor lines per drawings Section R3G2.1 0. Exposed attic insufation on floors shall have a critical spray insulation- 16-34 Coordinate with Owner optional'smart home'technology and budgetfor BATTAGLIA RESIDENCE, SOUTHOLD, N. Y. termites shall comply with(I R C-)Sections R317&R3t8 entrained between 5%and 7%max 6,5 Roof sheathing shall be 5,i8"COX plywood. Provide 1/8"gap between all radiant flux not less than 0.1 2 watt per sof cm- New system to be installed asfollows: same, Assume for Farnify Room,Kitchen,Master Surte and all outdoor 028 Upon completion of the work,the contractor shall have all areas 39 Reinforcing bars: ASTM A 615.grade 60 steel per R404 welded wire sheets of sheathing per manufacturer Install per(I.R.C.)Table R602-3(i) 7.16 Provide lead coated copper flashing pans at all exterior doors.all water a, Provide Taco circulating pumps for all heating zones. lighting, RZ architecture & design R Z ARCHITECTURE&DESIGN-RONALD ZAKARY ARCHITECT cleaned included but not limited to vacuuming washing and polishing fabric:ASTM A 185(6"x 6'1-4 11,4)�steel wire:ASTM and Code Section R803, Flat roof sheathing and chimney sheathing-shall facing windows and all windows with sills within 12'of roofs below, Solder b, Provide isolation valves for each zone, 16.35 Provide outlet covers with built in LED lights-assume 15 locations in U.29 The General Contractor is responsible,during all phases of work,for all A 82. be 1!/4`COX ply wood. all joints. C. Provide all necessary wiring Hails and Ll ud Room- Coordinate with Owner Ill South Street THESE SPECIFICATIONS HAVE BEEN PREPARED FOR THE COMPLETION construction means,methods.techniques,sequences,procedures,and 3 10 Set 5/8'round x 1 8'long anchor bolts not more than one foot from corners 6-6 Ceiling joists to be as noted on plans, 7.17 All windows and doors shall receive drip caps. cl, Provide new 80 gallon indirect hot water storage tank or as 16-36 Provide power for electric shades as per Owner- OF THE NEW DWELLING LOCATED AT HOBART ROA D,SOUTHOLD,N.Y.. safety precautions connected therewith, and spaced 32'on center per Code R403 1.6. Set anchor bolts either 63 New main roof rafters to be 2 x 10 @ 16"on center as noted on plans- T18 Lightly stuff insulatbn around all window and door frames and spray in all otherwise required to accommodate new residence 16�37 Provide outlets with USB ports in all rooms-coordinate with Owner Suite 16 FINAL DRAWINGS AND SPCIFICA71ONS DATED MAY 3,2023 COMPRISE 0,30 The General Contractor is responsible forthe coordination of all side of all openings and a minimum of two bolts in any one sill. Provide Provide diagonal bracing at spans greater than 1 4'. perimeter spaces at I irst floor framing(box). e. Provide Nest or equal thermostats for all zones-coordinate all Oyster Bay, NY 11771 THE COMPLETE SET OF FINA L BID AND CONSTRUCTION DOCUMENTS, necessary inspections during work as well as for I inal building minimum 7'embedment. Anchor bolts to be double hot dipped 6.8 Provide 2"x 6'treated ACQ sill plates at all new foundations-in 7,19 All exposed spray insulation shall have properfire rating percode locations with Owner prior to installation. PLUS THE ENERGY CALCULATIONS PREPARED BY HOME ENERGY department approval and for obtaining the N-Y-S Underwriters Galvanized(rated to be in contact with ACQ lumber)-with approved 3" accordance with Code Section R317&AWPl requirements. I. Heating systems to be installed in strict accordance with Tel. 516-922-5680 SOLUTIONS. Certificate and the Certificate of Occupancy I Completion. square washers 6�9 Provide new 14"Edge Gold sub floor throughout(including two layers on T20 Roof shingle installation shall be completed by a certified installer and manufacturers requirements, RonZakary@)gmaii.com 0-31 The General Contractor warrants that it is expert in the type of 3.11 No admixtures shall be introduced into the concrete without written all floors scheduled to receive wood flooring)-glue and screw down. It shall provide the Owner with the written guarantee- g All heating equipment including type and location of 0.0 GENERAL NOTES&SPECIFICA 71ON S: construction work and method of construction required here under. By approval from Architect and Engineer. shall be the contractor's responsibility to provide floor material alignments 7.21 Provide Kemper flat roofing or approved equal at flat roofs-pitched as thermostats and zoning to be approved by Owner, 0A The Contract Documents consist of the Owner-Contractor submitting a Contract Price.General Contractor is deemed to have 3.12 Provide continuous damp proofing on all new foundations with approved throughout. I nstall per Code R503- Provide additional layers of subfloor prescribed by the manufacturer. h- Provide radiant heat with 4 way boiler tempering mixing valves with agreement,the Architects Construction Plans,Specifications and represented that its firm,supervisory staff and workman are expert rigid insulation cover per Code R406, System to extend to bottom of in aft rooms scheduled to receive wooc floors(assume I additional layer 7.22 Provide two layers of rolled on concrete seater in basement(walls and motor controlled by outdoor weather reset, Project Title: Instructions to Biddersand all adderida(if any), and experienced in the type,method and performance of work footings including 45 degree cant, Backfill shall be clean bankrun or of�Z plus one laver of 1/2"subfloor as fteeded)- floors)prior to framing Provide one layer on floor prior to framing and i, Radiant heat to be manufactured by Radiant Technologies or 0,2 The intent of the Contract Documents is to include items for the required.including the work necessary to produce the best possible approved equal not until walls are properly braced per Code R404 11. 6.10 Install window.door,crown and base noldings throughout residence as second layer on floors prior tin installing finished floonng materials, approved equal proper completion of the work. Any omission in the description does aesthetic appearance for this project,consistent with the Contract Damp proofing shall be,installed on egress window walls,garage walls selected by Owners(provide allowance for all moldings-paint grade or as 7.23 Provide lead coated copper crickets as indicated Plus flashing at chimney j, Test all radiant heat with pressure tests- not relieve the General Contractor of delivering a completed project in Documents,and to have offered such expertise and experience as an and porch walls noted and install all new moldings throughout)- and step flashing k� Provide direct vent gas fired condensing Lochinvar or Buderus high PROPOSED NEW DWELLING: accordance with accepted practice. inducement to the Owner to enter into an Agreement with the General 3,13 All concrete placed into forms I or a vertical height of more than 36" 1. Door&window casing=4"casiig throughout residence. 7.24 Provide vinyl weeps at all stone veneers at 24"on center as prescribed by efficiency boiler or approved equal. Provide outside reset controls. O�3 The Owner and Architect have the authority to reject work which Contractor. shall be vibrated. 2. Base molding=9 1,12"two piecE throughout residence with shoe. the manufacturer. I- Coordinate all equipment efficiencies with the specifications by BATTAGLU RUELISIDENCE does not conform to the drawings. The Contractor,at no additional 032 The General Contractor shaft arrange with the Owner for proper 3.14 Provide all beam pockets at all beams as noted and as required. Install outlets in base molding 7.25 Provide R1 0 rigid insulation at edge of vvatk-out basement from slab to 242; Home Energy Solutions. cost to the Owner or Architect.shall correct all work rejected. storage of materials on the site so that all is done in an orderly and 3.15 Provide sleeves in foundation for all utilities as necessary. 3. All windows to receive casing,skirt and have window sills belowgrade. Provide lead coated copper cap flashing and stucco veneer M, All 1,11echanical work shall be completed per Code Chapters 12-16, HOBART ROAD 0�41 Should the Drawings and I or Specifications.in the opinion of the secure fashion- 3,16 REINFORCING: 4- All openings between rooms shall have 5j4`x flats stock plus where exposed on fiberglass mesh, n. All blowers to have HEPA filters. SOUTHOLD,N.Y., 11971 Contractor,show additional work.orwork of more expensive character O�33 All site work including but not limited to storm water disposal and sewage a� All reinforcing bars are to be the diameter shown,deformed typicaf casing. 726 Provide 2"closed cell spray insulation in all exterior walls plus R1 1 ban. 159 Provide complete central air conditioning systems throughout residence than of accepted practices,it shall be the duty of the Contractor to system shall meet the requirements of all agencies having jurisdiction intermediate grade billet steel having a design strength of 5� Kitchen crown molding by Kitchen contractor -four zones total(as outlined in heating above)-coordinate zones with SECTION 64,BLOCK 03,LOT 03 notify the Architect in order that proper adjustments may be made- including but not limited to the Suffolk County Department of Health, Site 40;000 PSI per Code Section R404.4 6 and ASTM A 615,A 706 or 6, Provide allowance for paint grade crown moldings throughout as 8.0 DOORS AND WINDOW S: Owner. All equipment to be 16 seer by Carder Trane or equal Provide The Contractor shall assume full responsibility forwork done,or design,sanitary design,grading&drainage and retaining wall engineering A 996, selected by the Owner. 8A Provide two panel 1 314"M OF raised interior doors per plans-to be all new insulated I sealed ductwork due to new codes and 3 air changes materials substituted,without written approval from the Architect,if is per plans prepared by Owner retained engineers and are not covered b- Typical cover for all reinforcing shall be three(3)inches 6.11 Provide collarties throughout all roof framing as noted. selected-installed in strict accordance with manufacturer's instructions per hour maximum for blower door test The location of all diffusers I such work or material contrasts with the Contract Documents; as part of the Architects plans or specif ications. unless otherwise directed. 6.12 Aft roof rafters on each side of ridge to be connected together with metal Final selection of panel design per Owner and Architect. grilles to be reviewed with Owner and Architect prior to installation Drawings or Specifications previously approved 0,34 The Owner,at the contractor's direction,shall secure the services of a C. All bars are to be continuous unless specific lengths are strap per plans 82 1 nstall all Owner provided interior door hardware including front door. 15,10 Provide complete system of supply and return(insulated&sealed)ducts 05 Tte latest edition of the General Conditions of the American Institute licensed land surveyor f or foundation stakeout,foundation as built and a shown. All splices are to be forty(40)bar diameters min. 6 13 Provide micro lam headers as indicateJ-as manufactured by TJL 8_3 All windows&exterior doors shall be manufactured by Sierra Pacific to be utilized for central air conditioning of Architects shall govern and be made part of these specifications. final survey d Welded wire fabric(VAW)is to be not less than 40,000 PSI, Provide 3"min end bearing-nail multiple units together as recommended aluminum clad windows-color as selected by Owner. Windows to be 1511 Both heating and air conditioning systems shall be designed installed, Ronald Zakary 06 DISCREPANCIES: 0�35 The General Contractor shall provide the Owner with release.of liens e, All reinforcing is to be securely fastened to resist movement by manufacturer(3 rows of 16d @ 12"o.c-) Provide lateral bracing per Aluminum clad,double pane Insulated,718 S D lite,Low E Argon filled balanced and!or adjusted by contractor to provide for the distribution of 1, Whenever there are discrepancies between the Drawings documents including the General Contractor,all Sub-Contractors and during concrete placement. manufacturer. Ail flush framing into micro lams shall be secured with I Od glass,with integral screens and pre-primed. Provide extension jambs as heat and air conditioning to all spaces or the Drawings and Specification,the General Contractor their suppliers. f- Provide reinforcing in all foundation walls and footings as per plans. nails. Provide glue lam beams in conformance with Code Section necessary in 2 x 6 construction. Units to have white jamb liners and 15,12 The first I 0 feet of all supply and return ductwork leaving and shall contract for,provide and install the better quality or 036 General Contractor hereby specifically acknowledges that the 9 Provide 245 bars around all openings unless noted otherwise. R502A-3- coastal hardware. Complete shop drawings shall be provided to the returning the air handling units shall be lined with I"acoustic lining . greater quantity of material or work called for,unless Contract Documents are full and complete,and sufficient to have h. Basement interior footings to have reinforcing as specified, 614 Minimum header at any opening=2-7 V2"micro lams Architect for review prior to ordering. All grids in windows and doors The balance of all duchvork shall be insulated with 1 1/2'1,4 lb.density. otherwise ordered in writing. enabled it to determine the cost of the work and that the drawings, i� Provide bent WAfF and 245 bars per tread at exterior stairs. 615 All load bearing partitions shaft be catted at mid span. Aft cat's shall be to have spacer bars. ALL W NDOWS AND FRENCH DOORS SHALL lapped and tied with fiberglass tying cord or as required f or code D Ape the Specifications and all addenda(if any)are sufficient to enable the 3.17 Provide preca st dry wells per site plan as designed by Civil engineer. ripped down 1,T"to avoid being proud of studs Provide solid blocking HAVE DESI GN PRESSURE RAT[N G SUITABLE FOR THIS W!NO compliance and to meet blower door test minimum standards, Z Written dimensions(or notes regarding alignments or 3A8 Garage slab to be polished and sealed with epoxy finish. behind all base and upper cabinets,vanities,at shower enclosures and as REGION Provide screens for all windows and doors. 15,13 GUARANTEE AND SERVICE: TNKfR',r centerlines)shall govern over scaled dimensions General Contractorto constructible work outlined therein in ' <11, I I 00 NOT SCALE DRAWINGS, accordance with all laws-and otherwise to fulfill all of its obligations 3.19 Provide interior concrete pier footings as indicated-top of footings= needed. 84 All glazing in hazardous locations per Code Sections R308 4 and The contractor shall guarantee and service the air conditioning I - , 1�_, underthe Contract Documents In addition,9 Generaf Contractor bottom of slab. If any ground water is encountered excavate an additional 6.16 Provide 1"x 8"Azek fascias Rakes to be 2 piece V x 8 and I x 3 Azek R301.2.1.2 shall be tempered including glazing in and adjacent to all system for a period of three years from final acceptance by the owner I 0 0.7 The Architect shall not be responsible for the performance of or the I 'k A work of the General Contractor and any other subcontractors,nor performs any construction activity and if it knows or should have 12"-1 8'and backfill with self compacting gravel suitable for load bearing. AN soffits to be T&G Azek bead board. doors,and in locations meeting all of the following crfteria� I&14 Provide all power wiring as required in this section �� I �P�;." .. shall he guarantee the performance of their contracts. known that any of the Contract Documents contains a recognized 120 Saw cut controljoint in the basement and the garage slabs as necessary 617 Provide cathedral&tray ceilings as indicated, a Exposed area of an individual pane is greaterthan nine(9)square 15 15 Properly support aft ducts blower and piping to structure to prevent any 0 � I... ..k;. I (_ error,in consistency or omission,General Contractor shall be to prevent cracking. 618 AN closet interiors to be completed by Owner retained contractor. feet type of vibration. C4 I .A,I , ;U * I O.B INTERPRETATION OF DETAILS: a not I ini rig of h is woo d work required b Bo no m edg e le ss tha n ei ghtee n(I 8)i riches a bove the flo or. 15.16 Provid e necessa ry exh au st fa n s to at I Ba th roo nis a n of in th e L a un d ry � I, -..I � I I I the Cc nt ract or o r a ny su b cc ntra ctor obje cts to a ny d et ai Is respo n sib le fio r suc h pelf orma nce and sha if b ea r the cost fo r 321 P rovi de R-1 0 rig id i nsu latio n with st u c c c,fin ish a s le ad coated copper cap 6,19 The carpenter shall do all Cutting %�.---­_ - contained on the construction documents,he shall submit such correction thereof. flashing at the perimeter of the foundation at the walkout basement as by the plumbing,heating and electrical contractors or any other C. Top edge greater than thirty six(36)inches above the floor. Rooms per Code M 1507. . �.I,, . I , , objections to the architect in writing within six(6)days after issuance 037 Provide temporary exterior port-a-san for duration of project indicated on plans. Extend down 24"below patio level. mechanics to install their work d. One or more walking surfaces within thirty six(36)inches 15-17 Furnish and install clean outs at the end of each horizontal run and at the (P ,-­,�4'-� ,��- � . . .A 13 I ce 038 Energy calculations,HERS Certificate and Manuel J calculations are 322 Provide foundation drainage in conformance with Code Section R405. 620 Aft structural wood framing(headers,posts,floorioists and roof horizontally of the glazing. base of all vertical waste and drainpipe Clean outs shall be of same size .1 , 0 , 7 ofdetails Failureto do so will be construed ascontractor's acreptan I A 09 MEASUREMENTS completed by Home Energy Solutions-Mr Glen Lamay at 631-673-0664 Provide perforated piping and filter fabric at perimeter of all footings-pitch rafters)shall be Douglas Fir#2 and better,s-dry as follows- 8 5 Provide and install interior and exterior doors as indicated on plans in as pipes they serve. . . Before ordering any materials or doing any work,the contractor shall 039 Provide six f cot high chain link construction fencing as prescribed by the pipes to dry well- Provide 12"clean gravel around piping. Bending stress =850 PSI(single) strict accordance with manufacturer�s instructions. 15 18 Provide a complete system of risers connecting into waste lines-to F N - verify all measurements at the building and the site and shall be Village and in order to maintain a safe jobsite Provide locked gates. 3.23 Provide 6"reinforced concrete dab at generator-coordinate utility Bending stress =1,000 PSI(repetitive) 86 All exterior doors shall have weather-stripping as pan of their assemblies. code, All plumbing materials shall meet Building Department's I responsible for the correctness of same. No extra charge or 0.40 Provide wire backed sift fence and hay bales at the perimeter of the penetrations. Fiber stress =1,400,000 PSI B.7 Contractor to provide heavy duty pocket hardware in all pocket doors- requirements. All waste lines to be as allowed by the Village-provide compensations will be allowed because differences between disturbed area or as required by the Village and the DEC Protect street 3,24 Coordinate all related site concrete work&paving with landscape plan. 621 All lumber in contact with concrete I masonry shall be treated Hafele or approved equal.. for cast iron drops from the second floor for acoustical purposes All actual dimensions and the measurements indicated on the drawings: and curbing during all stages of construction Care shall be taken during 125 Drop top of foundation at overhead Garage doors 8':below top of Garage in accordance with current code requirements. Sill plates to be 88 Contractor shall verify dimensions and quantities in the field and supply piping for domestic water and heating shall be copper, any differences which may be found shall be submitted to the architect construction to maintain a safe and secure jobsite. Coordinate staging slab- 2"x 6"and 2"x 4"ACQ The General Contractor shalt be responsible to report any discrepancies to Architect, All rough opening dimensions 1519 Plumbing contractor shall provide system design,materials,methods for consideration before proceeding with the work. locations with Owner. 3.26 Provide 3�'�`notch in slab at inside edge of Garage door, ensure that the proper means of protection are utilized during the for doors and windows are the responsibility of the General Contractor. and labor necessary to satisfactorily accomplish the objectives,as 0 10 RESPONSIBILITY� 0.41 Provide all new utilities to the job site as necessary and provide for all 3-27 Foundation walls to have reverse framing shelf as indicated. handling,cutfing,drilling,etc.of all treated material The contractor shall review the door swings with the owner prior to designed on drawings and in specifications Each contractor shall be responsible for all material furnished him arid necessary permits and inspections for same 3.28 Refer to plans by Civil engineer for all retaining wall engineering&details 622 Cutting of the floor joists to a depth of 1,116 of the joist depth shaft be placing any door orders 11 5.20 The contractor shall verify all field dimensions and install items Revisions for the execution of his work in accordance with the true intent of the 0.42 General Contractor shall coordinate all utility locations with the approved 3,29 Pier betvveen Garage doors to have 445 bars vertically and#4 cage at 8' permitted except in the middle third of the span per Code Figure R502.8 89 Repair I replace materials and finishes damaged as a result of install with necessary clearances for his work and the work of other trades drawings and contract.He shall provide without extra charge all subdivision plan. on center. Notching,drilling or cutting of TJI/micro lam floor joints shalt be in 8 10 Maintain hardware protective coverings until final acceptance. 1521 If cutting of structural members is necessary,the architect shall have the No. Date Description incidental items required as part of his work even though not 043 General Contractor agrees to work only during the hours prescribed by the 3-30 Step down footings at walk-out basement to 36'beiow finished pavers in compliance with manufacturer's instructions Ill aintain copy of installation 8 11 Hardware shall be accurately located,securely fastened and operate authority to require additional framing to compensate for hotels) particularly indicated or specified, Village area way, instructions on site- smoothly 1522 Provide shutoff valves to all fixtures Provide four hose bibs on the 0.11 DEVIATIONS 044 Provide RCA temporary parking I staging areas off the street as 623 Double joist or provide ladder joists at 16'o.c-under all partitions 8.12 All exterior doors(including French Doofs)shalt be keyed alike- house with interior shutoff s and drains to winterize. Coordinate locations 1 04-26-2023 Progress Set The owner reserves the right at any time during the progress of the necessary. running parallel to same- At wet locations provide space between coordinate with Owner. with Owners. . work to deviate from plans or specifications. This will not invalidate 0.45 Owner retained landscape architect shall make the selections for all 4.1 Paths.patios.outdoor kitchen and driveway to be completed by GC. double joists and block solid atfour feet on center per Code Figure 8.13 Provide new 6 Label fire rated self closing door between Garage and Mud 15.23 The contractor shall subject suppty and waste piping to pressure tests as thecontract An allowance or deduction will be made. exterior hardscape finishes&details and for complete landscape plan Provide separate bids for each item. R502 2- Room and at mechanical room prescribed by the local plumbing code and obtain from the inspector 2 05-03-2023 100%CD's/File for Permit 0.12 EXTRAS. 046 Septic system shall be installed and inspected by the DEC and Owner 4.2 Provide bluestone pavers at front porch and rear porches/patio&paths 6.24 Ali kimber shall bear grade stamps. 8 14 Provide allowance for the Garage doors Garage doors and hardware to acceptance of the system Bills for extras will be allowed,only when work is ordered in advance in retained engineer and contractor shall obtain DEC approval in writing as selected by Owners and landscape architect. 6-25 Provide minimum 3-2"x 6"posts below structural beams I header unless be installed per Code Section R309.4&UL 325, 1524 Work under this section shall comply with codes and regulations of the writing. 4,3 Sealing of stone to be completed by contractor as prescribed by the stone noted otherwise-Block solid to foundation or framing below 8.15 Provide allowance for wood/insulated glass frant door,hardware,& National Board of Fire Under,,vriters and all state and local authorities 0.13 T EM PORA RY H EAT&POWE R 11.0 SCOPE OF WORK: manufacturer. 626 Provide all necessary temporary bracing,shoring etc.,untif all framing casings. having jurisdiction The General Contractor shall provide&maintain all heat required for the 1.1 Construct new single-family dwelling as Outlined in the construction 4-3 Clean all masonry work at completion of work with approved acid wash and sheathing is in place 816 All tub/shower enclosures to be completed by Owner. 1525 Lawn Sprinkler system to be completed under separate contract properexecution of the work. A minimum temperature of 55 degrees F drawings,specifications and as otherwise required or as recommended by manufacturer, 6,27 Provide fire stopping&blocking of thelype and location per Code 8 17 Provide attic access panels where necessary. 15.26 Install two owner provided shower heads in M aster Bath(hand held and shall be maintained during appropriate stages of the work. The contractor t.2 Landscaping,lawn,landscape lighting&sprinkler system-bid separately 4A Provide cut stone veneer where indicated on residence&chimney-to be R602-8 and draftstopping per R502-1 2, 8.18 Provide f loor mounted mushroom tab door stops at all doors-selected by rain head). shall coordinate with local power authority the provision of a temporary 1 3 Provide new site grading&drainage driveway,paths,terraces,drywells selected by Owner, Anchor cut stone to substrate at chimney and walls 6,28 The contractor shall be responsible for any modifications which may be Owner 1527 Run new plumbing vent lines to rear slope of roofs-vent lines to be lead electric service. The Owner shall be responsible to pay for all temporary and retaining walls in strict compliance with all codes as engineered by as recommended by manufacturer-including adjustable ties and required by the Building Inspector,within the scope of the Contract as coated copper thru roof utilities. Owner retained civil engineer. stainless steel clip angles-screwed to studs or drilled into concrete set forth in the plans or as outlined in proposal,at no additional charge 9.0 FINISHES; 15.28 Provide shower pans as recommended by tile manufacturer 0.14 TENI-PORARY ENCLOSURES: 1 4 Provide construction fence during all phases of construction as dictated by retaining I foundation walls.to distribute weight of stone evenly on frame to the Owner or Architect, 91 Provide samples of all finishes to owner for approval prior to ordering. All 1529 Contractor shall provide gas piping for outdoor barbeCLie, stove fireplace, Ali temporary enclosures shall be provided whenever needed either for the building department and as needed for a secure site. Provide hay structures. Provide Gravity cavity drainage mat behind all stone veneers 629 hl atenals for mitwork shall be kiin dried to a moisture content less interior finishes are as specified by Owners. dryers,boiler and generator to code. All gas piping shall be tested and I protection from weather or to protect the building against entry,theft bales and silt fence as needed to prevent any erosion during construction as manufactured by 11TI or approved equal Install as prescribed by than 12%. 92 All interior and exterior painting I staining-bid separately. All Azek trim inspected by building dept and fire marshal as required.Contractor shall or construction damage 1 5 Construct rear covered porch as indicated manufacturer. 6�30 Provide allowance for new stairs&railings per code All.stairs shall have shall have holes filled.sanded and painted obtain all necessary permits and inspections, 0.15 General Contractor to coordinate with owner's audio1visual contractor 1,13 Construct raised rear terraces,driveway.paths and patios as indicated 45 Provide lead coated copper flashing over ice and water shield where a minimum clear headroom of 6'-8"ard railings shall comply with all !9.3 Provide 518"gypsum wall board on all walls&ceilings-tape and spackle 115�30 All gas piping shall comply with Code Chapter 24 exact locations of all equipment speakers wiring and cable wiring 1.7 Provide new water,natural gas,cable and buried electric services to the exterior patios I stoops abut wood framing and at R-1 0 rigid insulation at applicable code requirements- -ready to paint. Bathroom walls and ceilings to have 5!8'1,1 R gypsum i 5.31 Install mechanical ventilation in baths per Code?d 1507. 0.16 General Contractor shall coordinate with owner's telephone I cable and new residence pool room perimeter, 631 Neatly and accurately secure joints so they are fitted tight. blocked board except wails I ceilings to receive tile shall have 5,18"wander board. 1532 Provide all necessary permits for exterior equipment � alarm contractor's exact locations of all equipment,wiring etc 1.8 The basement shall be unfinished as part of the construction project as 4,6 Provide weather tiaht lead coated copper flashing cap at chimney. and put together to avoid opening- Countersink all nails at all trim. Provide corner boards on all exposed comers Provide tape at all 15.33 Supply piping to all baths to be 5�`. Provide for hot water circulator to 0 17 Any deviations from the construction documents without written indicated,with the exception of the two finished vestibules and the 4-7 Contractor shall set up sample panel of stone veneer for Owner and The painter shall be responsible to caulk all trim,I ill and sand holes- cathedral ceiling that allows expansion and contracting. All labor and Master bath and K otchen I approval from the architect shall be the responsibility of the General mechanical room. Architects review and approval. ready to paint material shall comply with the requirements of the US Gypsum Company 1534 General contractor shall be responsible to install Owner provided exhaust Contractor Any corrective work requested by the Owner and/or 1.9 Provide new driveway,paths,patios and landscaping as indicated on 48 All masonry materials shall be installed as prescribed by the manufacturer. 6.32 All cabinetry to be bid separately including cabinets&counters in Kitchen, and(([.R.0)R702.3). All dry wall to be installed with screws only fan,ducts and all accessories for kitchen stove hood including remote roof Architect based upon unauthorized changes on the part of the General landscape plans by Owner retained Landscape Architect 4,9 Provide stucco veneer on exposed Rl 0 rigid insulation&inside wegress Laundry Room,Pantry,Mud Room,bath vanities&counters,storage Provide 618"type X gypsum board in mechanical rooms(tape&spackle) fan per Code LI 1 503 window wells with fiberglass mesh. Finished layerto have color rooms,clarage cabinets,closets,etc and G arage and seal all openings with approved flame retardant caulking 1535 Provide thermostatically controlled low voltage exhaust fan in IT closet- Contractor,shall be completed by the General Contractor at no 633 Provide six(63)8d nails at both ends of a![20 gage metal straps as prescribed by code. All structural components in the Garage shall be duct to exterior-IT closet location to be determined, - additional cost to the Owner and with no effect to the timeline of the 2.0 SITE WORK I DEMOL111ON: impregnated. 634 Provide TJI I 1 7/8"pro 560 floorjoists where indicated per Code R502& protected with 518'Type X dry watt including beams columns and all 1536 Install Owner provided washer&gas dryer. project 2.1 Site to be kept in broom clean condition throughout all phases 410 All exterior stairs to have typical stone risers and bluestone treads 0.18 These Contract Documents,and all copy rights contained herein are of work General Contractor and Subcontractors shall,upon 4.11 Provide 6-12"clean,self-cornpacting gravel below basement and garage ASTf.,1 05095 install in strict compliance with manufacturers installation framingmembers. Provide 5/8'IvI R gyp throughout the finished portions 1537 Provide tin dryer vents to exterior perCode M 1 502� completion of all work,promptly remove from the property any slabs and porch slabs-set on 95%compacted soil- Properly compact soil guide. Provide strand board at all bo;,,beams-double at all openings per of the basement, 15,38 Provide linear floor drains in all showers by Infinity drain the sole property of the Architect arid cannot be used for any other . I means and all tools,scaffolding,equipment and surplus material. I n the at porches and garage to avoid any movement. Code R502 1 7 Provide lateral bracing atall floor joists per manufacturer 9.4 Provide 518"type X gypsum wall board throughout Garage and in 15-39 Install Owner provided pot filler in Kitchen. 0.19 Tie contractor shall visit the site and examine the nature and bearing event the same shaft not be removed by General Contractor and 4.12 Provide stucco veneers where indicated including on egress windowwalls, Storage an site and installation shall comply with manufacturer's Mechanical Room per code-Tape and spackle per(I.R C,)R302.5 302,6 15,40 Provide allowance forvvater filtration system for the whole house power of the soil and report any unstable conditions to the architect. Subcontractors after five(5)days written notice.the Owner shall be 4.13 Provide bluestione cap on egress window wells and retaining walls. Metal requirements +Table 302 6 15,41 Provide water supply lines and waste lines at each steam generator, Tie contractor shall be responsible to report any unstable conditions to entitled to remove and discard the same without further notice and grates to be f lush with bluestone, 635 Store TJI&micro fam materials on site in dry location and protect during 9-5 AN finished surfaces shall be protected immediately following installation Provide safety pans with drains ti-eArchitectpriorto pouring footings. The owner is responsible to retain without liability to General Contractor and Subcontractors,and General construction as recommended by the manufacturer anduntil final acceptance by owner. Any finishes damaged during any 1542 Contractor shall provide for a temporary water service as necessary. tte services of a soil engineering companyto verify a minimum of 1.5 tons Contractor and Subcontractors shall be liable to the Owner forthe 5.0 METALS: 636 Install Owner provided mantles,surrounds,hearths and glass doorsat phase of work,shall be repaired I replaced at the direction of the owner 15-43 Provide power and plumbing for instant hot water in Kitchen per square foot soil bearing capacity. costs so incurred by Owner 51 Provide new lead coated copperflashing asclictated loyfield conditions. gas fireplaces Fireplace inserts,gas togs,glass doors and gas tog kits to and I or architect. 1544 Provide new water service to residence with separate lines for domestic 0.20 Verify dimensions at the site affecting the work Bring field dimensions 2 2 Provide all necessary protection of exterior landscaping and Ali roofing and related flashing shall be lead coated copper-install per be provided bY the Owner. 9.6 The Owner retaded painting contractor shall be responsible to counter use and irrigation. Contractor to provide all necessary permits and which are at variance to the attention of the architect No extra charge or shrubs etc.to remain. Provide 6'chain rink construction fencing as Code Section R703 4. 6 37 Provide trim samples andior mock-ups in the field for owner's review sink,fill and sand all nail holes(inside and outside)-ready to paint/stain inspections for same- compensation will be allowed because differences between actual necessary at site perimeter to ensure safety during all phases of work 5.2 Provide all necessary joist hangers,connectors,bolts,sleeves,slots, approval prior to ordering trim material Samples to include but not be 93 All carpeting-not in contract. 1545 Coordinate all equipment selections and energy efficiency ratings and dimensions and the measurements indicated on the drawings. Provide locked gates nails.screws,etc.as required to provide complete job. limited to frieze board,window and door trim,etc 9.8 Install tile f stone&grout as provided by Owner All tile I stone to be door blower test with Home Energy Solutions-631-673-013364. 0.21 Compliance with the Drawings and Specifications about 2.3 It shall be the contractor's responsibility to determine the location and 5,3 Provide heavy duty strap hangers at micro lam connections as 6 39 Provide It rame chimney to receive Cut stone veneer, Provide stainless installed over mud base or as otherwise recommended by manufacturer. 1546 Water service shall have electric on!off switch with remote capabilities materials and methods of assembly will not assure acceptance of the extent of temporary bracing I support needed for each condition. manufactured by Simpson. The Architect shall coordinate all steel clips at 32'o c.screwed to studs Install tile I stone as prescribed by the Owner. Assume accent tile 15,47 Install owner provided gas barbecue work Of equal importance is good workmanship,the lack of which will 2A No backfilling shall be done before footings and foundation walls have connections of majorstructural members-the contractor shall notify 639 Provide 5/4'exterior azek window and door trim as indicated throughout and assume tile for all bathroomson floors full height walls in 15-48 All duct-work in the basement shall be coordinated with the architect. be sufficient cause forrefusal of the work. cured properly and foundation walls have been adequately braced the the Architect when ail members are to be installed, 640 Provide 1/4"ply wood roof sheathing at upperflat roofs,to receive Kemper tub I shower enclosures,with accent tile and half wall tile in Bathrooms- Ducts to run around perimeter of spaces as possible and shall be flat 0.22 The General Contractor shall be held responsible for the proper floor framing is installed,and watts are water proofed and insulation board 5,4 Provide termite shield at all new foundation work per Code R3 18, roofing system or approved equal provide labor allowances, rectangular in shape,to accommodate future finished basement. protection,preservation.and repair of the existing adjacent installed over damp proofing compatible with ACQ sill. Set termite shield on sill sealer insulation. 6.41 Kitchen cabinets,counters and backsplaishes by others Install Owner 9.9 All tubs and showers to have recessed niches-coordinate with tile I stone 15,49 Provide allowance for built in dehumidifier in Basement by Santa-Fe or structures finishes arid utilities.as well as natural features,trees and 25 Finished Grades shall slope away from house(min 114'per foot) 5�5 Provide all reinforcing and mesh for all concrete work as specified in provided appliances including stove exhaust-run thru the attic and roof dimensions. All showers to have fully flashed curbs approved equal. Connect to waste line. shrubs surrounding the site and shall maintain the premises in a neat 2.6 Prior to any excavations it shall be the General Contractors Division 3 and per Code R404&ASTM A615,A706 or A996. with a remote fan in the attic. Exhaust through rear roof slope. 9A0 Install Owner provided stone saddles and jambs 1 saddles at shower 15,50 Provide gas piping for Owner provided generator. and orderly fashion and free of all construction debris Provide responsibility to locate all underground utilities(call 1-800-272-4480). with min 40.000 P.S.I.compressive strength. 6.42 Provide W ply wood in attic on floors with 36"headroom and greater enclosures. 15.51 Road tap fees are by the Owner. construction fencing around exisfing trees and shrubs immediately 2.7 Excavate as required in location of storm water and septic systems and 5,8 Provide 6/8'round x I 8'long anchor bolts at all foundation walls at 6.43 Provide for attic hatch and pull down attic stairs where indicated Double 9.11 Include in bid the installation of Owner provided bath accessories towel � surrounding the construction area Protect existing street and trench foraff piping Provide piping for all roof leaders and site drainage 32"o.c.-minimum 2 perwall and maximum 12'from each comer per ceiling joists at openings bars,toilet paper dispensers,medicine cabinets,etc- 16.0 ELECTRICAL: curbing from any damage in accordance with local ordinances. as specified by Civil engineer Provide all dry wells and piping as Code R317.3.I &R403,1.6. Provide 3'square washers- 644 Provide�'4`ply wood sheathing on framed chimney and provide diagonal 912 All mirror work by others- 16-1 All labor and materials shall comply with all applicable local state and 023 All proof of insurance shall be verified in writing to the Owner and indicated Provide separate piping trom two egress window wells and a 5.7 Provide steel framing members as indicated on plans. 2x6 inside chimney for lateral support in both directions above the roof. 9 13 All ceramic tile/stone shall be installed in I 1W(min,)setting bed on floors federal authorities having jurisdiction including Code Chapters 34-41. 0 Architect including but not limited to General Liability,Workmans separate drywell for the basement walk out area. 5,8 Fabrication and erection of all structural steel work shall conform to 643 AlI closet interiors are by others and thinset on walls. 16-2 Electrical Contractor shall coordinate all necessary inspections and shall Compensation and Disability The Owner shall be responsible for 2 8 The General Contractor shall be responsible for coordinating with all AISC specifications for the design,fabrication and erection of 6A4 Provide twice dipped Maibec siding where indicated-cotorto be selected 19 14 Epoxy setting and grout mortars fortile work shall be as manufactured by be responsible for providing owner with final New York State Board of Fire maintaining the proper property insurance during all phases of work utilities concerning site access,setbacks,foundation sleeves, structural steel for buildinas-latest edition by Owner. Rip down 2x6 studs where siding is flared Provi�de built out Laticrete International Inc.or approved equal-color as selected by Underwriters Certificate 0.24 The work and materials shall be guaranteed for two years inspections and final approvals. Install all sleeves for all utilities, 59 All steel shall conform to ASTM designation A-36 steel, frieze and Fypon dentil blocks below flared siding Owner 16-3 Provide new buried electrical service to accommodate total load-assume commencing with the General Contractors final payment Duringthis 29 Excavate as necessary in location of new foundations Contractorshall 5.10 Steel pipe columns shall be as specified on framing plans. Prim',columns 645 All linen closets to have five fixed shelves 9A5 Tile/stone installations shall comply with manufacturer's instructions 400AMPS, Service to beset up to accommodate Owner provided gas tirne the contractor shall make( ify a minimum of perCode Section R407.2. 646 Provide fiberglass column as indicated. Deliverto site cut in half to wrap Final lines and joints shall be reviewed by avner priorto installation fired generator. Provide transfer switch. Panelsto be located in good on all defects Granting of a coordinate with Owner retained soil engineer to field ver c�rtrficate of occupancy or the owners use of the premises shall not 1.5 ton per square foot bearing capacity at footing depth prior to forming 5.11 All bolts shall be 314"diameter,ASTM A-325. steel columns 9,16 Layout all tiles so as to minimize cuts less than one half tile size. Locate basement mechanical room Electrician to confirm total load for residence constitute acceptance of the work footings. 512 Provide stainless steel clips secured to studs or set into concrete to F,47 Provide 1 x6 ship tap ceilings at front&rear porches cuts in tile work to be least conspicuous. and to provide load letterto the local supplier 9 17 All finished surfaces shall be protected immediately following installation 116,41 All switches,climmers and switches shall be by Lutron Dimi-ners to be 025 The General Contractor shall be responsible for the removal of all 2.10 Provide rough grading around new foundation work. support precast stone veneers on retaining walls and framed chimney as and acceptance by Owner. . Lutron Ll istro dimmers. Units(including outlets)to be white waste and debris in compliance With all local,state and federal laws and 211 Remove all excess soil from site not needed for backfill. prescribed by the manufacturer, 7,0 THERMAL AND MOISTURE PROTECTION: regulations and shall indemnify and hold the owner and the architect 2 12 Stockpile topsoil for reuse Provide mimn"11,11`116"coverage 5,13 Provide n on-shrink grout at tv ry/ 7 1 Provide closed and open cell spray insulation throughout residence of !9A 8 Sealing of masonry(flat work)to be completed by contractor-as Coordinate with Owner- GC to provide all LED dimmable 2700K bulbs harmless from any losses or claims in connection therewith. This 213 Final location of storm water dry wells and septic system to be coordinated concrete. .pical bearing plates set on mason appropriate thickness as specified by Horne Energy Solutions. Provide prescribed by the manufacturer. 16,5 Install Owner provided interior and exterior surface lighting fixtures with the Building Department and Dept.of Health and the DEC 5.14 Joist and other framing connectors shall be manufactured bySimpson. sound attenuating insulation in aft interior walls and between floors by Q.19 Provide allowances for stone counters in Kitchen,Laundry Room cabinets 166 Provide and install recessed LED lighting by CSL or approved equal. clause shall survive the termination of construction,or completion of counters and bath vanities&counters. Install in strict accordance with manufactures instructions Recessed the owner/contractor agreement. requirements and regulations. 5 15 Provide galvanized hurricane ties at all roof eaves @ each rafter. All hips. Roxul Insulate Garage walls and ceiling(spray the Garage ceiling with 8" & . 026 The Drawings and Specifications are intended to coordinate Anything 2.14 Provide silt fence and hay bales as required to prevent any erosion during valleys,king posts,etc.hall be strapped to frai-niiig below. closed cell spray insulation). Spray insulation in the attic that is exposed 9.20 Provide for epoxy floor finish in the Garage and mechanical room. lights to have protected cans suitable for insulation installation. All trim found on the drawings and not mentioned in the specifications or visa construction. 5.16 All steel to steel connections shall be bolted except as indicated on back shall have fire retardant layer to meet code. Spray aft basement walls with 9,21 Provide for a full shower pan below Laundry Room-pitch to floor drain. kits shall be white and baffles to be white. All bulbs to be 2700K LED . lv�tsa,or anything not expressly set forth in either,but which is 2-15 Provide clean well draining soils to backfill all foundations,if suitable porch-welded moment connections. Provide 4-A325 bolts 2"closed cell insulation and spray all box beams with R-30 closed cell Provide self priming traps. dimmable lamps. Contractor shaft provide all bulbs and LED strip reasonably implied shall be furnished as though specifically shown and material does not exist on site, (314")at all column to beam connections spray- 19.22 For bid purposes assume all baths to have tile floors with accent borders lighting, rnentioned in both,without extra charge. 2-16 Provide separate bids for driveway,curbing,paths,terraces I paths on 5.17 Provide 6"white half round cutters and leaders throughout residence. All T2 Exterior walls to receive Blue Skin house wrap or approved equal and and full tile on walls in bath I shower enclosures and tile in shower ceilings 16.7 Provide power for exterior outlets on dedicated circuits 0.27 GENERAL CODE REQUIREMENTS-INCLUDIN G BUT NOT LIMITED TO grade and steps-coordinate vvith Owner and Architect leader locations shall be approved by builder prior to installation, roofs to receive ice and water shield at valleys and eaves plus 30#felt plus half wall tile elsewhere. Install Owner provide tile&grout throughout, 16,0 Provide line voltage with battery backup 2 stage smoke detectors A All trades,workmanship and materials must comply with the 2020 2A7 Provide Owner and Architect with drawing illustrating all new subsurface Coordinate gutter profile with Owner prior to installation paper- where indicated. (Ionizelsmoke detection)per code requirements(R 314&UL217)and utility locations with dimensions. This drawing shall include electric 7.3 Provide lifetime asphalt roof shingles as selected by the Owner. All roof 923 Install porcelain tile in the basement vestibules where indicated. NFPA 72- one in hallway outside sleeping areas and one in each Residential Code of New York State.together with the Code 5,18 Steel connections shall be two angle standard connections wherever 9.24 Provide approved sealant on all tile surfaces and counters as Bedrooni and one in Garace and in Basement as needed. Provide one Supplement and all local,state and governmental authorities service,gas service septic system,water services,dry wells and all possible. Connections shall be adequate to carry the reaction due to work shall meet installation requirements of all authorities having - having jurisdiction related piping. maximum uniformly distributed load that the beam is capable of jurisdiction and Code Section R905-2. Provide ice and water shield onall recommended by various manufacturers- CO detectors on each floor including basement level and attic per Code Drawing Title: B. All work and materials must comply with the 2020 Energy 2A8 Contractor shall be responsible to obtain all necessary approvals for the supporting for its span based on the A L S C,Safe Load Tables. valleys and eaves(2 courses)and at roof/wall intersections Install 925 Install owner provided fireplace hearths,mantles.surrounds and glass R315&UL 2034. Provide heat detector in the garage and attic, I Conservation Code and the 2020 Supplement Mechanical Code new curb cut as required. 5,19 All steel shall have factory rust inhibitive coating including inside lafty roofing as recommended by manufacturer and all requirements for 1 30 doors at fireplaces. 16.9 Install exterior water proof(GFI)outlets as indicated. &Plumbing Codes 2,19 Excavate as necessary for new water,gas,cable and electric services. columns MPH wind region, Roof installer shall be a manufacturer certified installer 16 10 Provide ground fauft interrupter circuits and arc fault surge protection to C. Habitable areas shall be ventilated percode section R303 Contractortio provide all necessary permits and approvals for same. 5-20 Provide all metal straps from roof rafters down to foundation per details as and shall provide owner with written lifetime warrantee Provide sample 10.0 SPECIALITIES: code. and Bathrooms shall be ventilated per section R303.3. 220 Provide all necessary gas and electric lines to remote generator- manufactured by Sirnpson or approved equal. All 20 gage straps shall on roof prior to ordering shingles for Owners approval 10.1 Install owner provided prefabricated gas fireplaces by Heat&Glo and 1611 1 nstall new outlets per code requirements and as indicated Interior D. Smoke detectors and Carbon Monoxide detectors shall be coordinate capacity of generator with Owner and electrician have six(6)8d nails each side, Straps at base of I irst floor walls which 7-4 Provide standing seam metal roofs by Pac-Clad as indicated, Provide ceramic log kits including all accessories Provide direct vent units and outlets to be in base molding as code permits installed per the minimum requirements of the rode section R314, 2.21 Construct retaining walls as indicated on plans-as designed and wrap around sill plate--hall be stainless steel or double hot dipped gauge and seam spacing as needed to prevent'oil canning'. install as prescribed by manufacturer. 16.12 Provide wiring for heating and air conditioning systems as required. R315,N.F P A.72 and UL 217,UL2034 requirements. engineered by Owner retained Civil engineer. galvanized and installed with stainless steel or hot dipped galvanized 7 5 Provide 6 mil vapor barrier below all slabs 101 Provide allowance for central vacuum system throughout the residence, 16.13 Electrical Power and lighting shall comply with the 2020 Residential Code SPECIFICATIONS E Finished roofing shall comply with the minimum standards of 2,22 Remove all trees as indicated on the final landscape plan,including root nails. Provide all straps per plans and as required by the building 76 Provide Rub R Wall exterior foundation waterproofing system as Provide outlets throughout including two in the garage,three in the of Nevv York State,all governing agencies and with all the the code-Chapter 9 balls department. All exterior columns with wood posts shall have galvanized manufactured by Advanced Coatings(aft walls and window wells) basement and one in the attic. Provide toe kick unit in Kitchen. requirements of the Undenwiters Laboratory. ' 10.3 Provide allowance for mailbox. 16.14 Power and lighting distribution systems shall comply with N E.C.A.,the F. Building structural materials or assembly subject to 2 23 Provide all new landscaping,irrigation and landscape lighting per plans by raised post bases and post caps or galvanized tie downs as required. All System to be installed by authorized contractor and per Code R 406. deterioration shalt conform to code Sections R31 7&R31 8 owner retained Landscape Architect main roof members including hips and valleys shall have tie downs at Install rigid insulation over damp proofing to protect material during National Bureau of Fire Underwriters and all other governing agencies. G. All habitable spaces shall allow for emergency egress with 224 Provide for RCA temporary driveway and parking area during all stages of plateandridge. Comply with Code Section R802.1 1-1, backfill. DELETE SECTIONS 11,1 2l 13& 14,NOT APPLICABLE 16 15 Coordinate power requirements and installation of the service with Power openings to the exterior of min.5 S.F.on the first floor and 5.7 construction as necessary and in strict conformance with DEC regulations. 5.21 Provide flashing pans at all exterior doors and at windows within 12"of 71 Provide 6"half round vvhite aluminum gutters and leaders throughout authority as required. Provide temporary power as necessary square feet on the second floor both with 24'minimum height lower roof fines, residence,connect leaders to new dn,wells-as engineered by Civil 15.0 PLUMBING I HVAC: 1616 Label all circuits on panel boxes Leave minirnum of 15 spares for future and 20"clear width per code section R310. 5.22 Provide lead coated copper drip caps at all exterior openings. engineer- Provide screens on all gutt'ars 15,1 Provide all necessary roughing for complete installation per plans use 15 2 Provide and pay for all necessary inspections,tests.and approvals 16.17 General contractor shall verify final locations(heights)of all fixtures H. Provide safety glazing per Code Sections R308 4-308.6. Safety 3 1 Provide continuous Poured concrete footings and foundation walls as 5,23 Provide lead coated copper crickets as indicated.stepped flashing and 7.8 Provide all interior and exterior sealarts as required consistent with 15,3 All fixtures and fittings to be provided by the Owner�and installed by outlets and sv,vitches etc ivith a,vner prior to roughing glazing shall be provided in all doors,panels within 24'of doors; indicated on construction drawings. Footings shall comply with Code blind flashing where conditions dictate. common practices for interior finishes and exterior water/weather shower I tub enclosures,at stairwells and meeting all of the Section R403 and foundation walls shall comply with Code section R404. 514 Provide lead coated copper drip caps at all rake boards proofing the General Contractor. 16.18 All lighting fixtures and electrical equipment shall be UL approved following: The exposed area of the pane is greater that 9 square 3,2 Provide reinforced concrete slabs on 6 mil vapor barrier at Garage, 5.25 Provide standing seam aluminum roofing where indicated, Install over ice a. Interior sealants shall be silicone base-paintable,white or clear. 154 All plumbing work shall comply with all applicable codes and standards 1619 Coordinate with all Owner retained trades including telephone r feet and the bottom edge is less than 1 8"above the floor and the Basement and at front&rear porches-as noted, All slabs poured on 95% and water shield or as required by manufacturer- b. Exterior sealants shall match color of adjoining material and shall and Code Chapters 25-32, 1 ristall fixtures and fittings in strict cable security and audio I visual � top edge is greaterthan 36 inches above the floor and the glass is compacted fill. Porch I patio/stoop slabs to pitch 1,18"per foot minimum 5,26 Provide steel flitch plate headers as indicated with thru bolts at 1 8"on be silicone base,exterior grade. accordance with manufactures instructions, All water supply piping and 1620 Contractor shall gang all adjacent switches,climiners&timers Scale: within 36"of an adjacent walking surface including stairs&landings as indicated. center-staggertop and bottom and provide 2 pereach end, C. Provide backer rods at all exteior masonry caulk. piping for heating(except radiant)shall be copper, 1621 Segregate lighting circuits from convenience outlets AS NOTED and tub platformsand within 60"of a stair landing. 3 3 Provide spray on Warm N Dry exterior foundation waterproofing system as 6.27 Provide permanently installed steel ladder and light weight hinged metal 7.9 Provide insulation in all walls and ceilngs containing plumbing lines. 15 5 Connect new waste lines to existing sewage line in the street. 16.22 All wiring shall be copper(wire gauge per code requirements) - ' I nsulate all interior walls and both f locirs with Roxut sound cleadei 1 5�6 insulate all hot and cold water lines. 16.23 Provide allowance for five-two tamp security spot lights on motion I. Enclosure&ventilafion of fuel burning and/or heat producing selected by the general contractor. Install on all new foundations and grate at egress window wells. ling equipment shall comply with code Chapter 13. cover with rigid insulation throughout Install on patio/porch walls.egress 528 Provide lead coated copper cap on frame chimney to ensure water tight insulation. 153 Connect all roof leaders to new dry wells-per plans by Civil engineer- sensors with Light sensors-coord.locations with Owner and architect Date: J. Fire stopping shall be provided per Code section R302.11 and window watts and garage foundation walls cap. 7A0 Provide lead coated copper eave flaming. 15,8 Provide new Buderus or Lochinvar(or approved equal)gas fired direct Provide over-ride switches from Kitchen and M aster Bedroom draftstopping shall meet the requirements of section R302.12. 3 4 Provide 12"reinforced concrete foundation walls as shown on plans 7A 1 All roof It ashing to be lead coated corper including hip caps and perimeter vent condensing boiler(s)-size of boiler to be determined by heating 16.24 General Contractor to run CAT 6 wiring to all spaces Coordinate location MAY 3, 2023 Provide reverse framing shelf where indicated- All reinforcing to comply 6.0 CARPENTRY: flat roof flashing. contractor and necessary work included in base bid- Boilers to of basement IT closet with Architect. Provide low voltage exhaust fan K. Habitable spaces shall be provided with adequate light(min accommodate the following zones: clucted to the exterior 8�,D of floor area)and ventilation(min 4%of floor area)per with Code Section R403.1.3.5 and R404 1,13 7 6.1 All lumberand labor shall comply with all local.state and federal 7.12 Do not apply roofing materials to damp,frozen,dirty or dusty deck or part code Section R303 1� 35 Ali footings/grade beams shalt be poured on virgin soil and min.Tbelow authorities having jurisdiction. to surfaces unacceptable to manufacturer. Deck surfaces shall be dry 1) Provide multiple zones of radiant heat throughout the entire house 16.25 Provide temporary electric service as required during construction Drawing Number: I. Garage fire separations shall comply with code section R302.5, grade 6.2 New extenorwalls to be 2"x 6'at 16"o.c.with single sole plate and and free from snow and ice. including the Garage,basement and I.Iaster Bath- 16.26 Provide new cable and phone services to residence R302.6&Table R302 6 3�6 Do not pour in wet or freezing weather double top plate, Notching and drilling of all studs shall comply with Code 7.13 Provide rigid insulation at perimeter of foundation per Code Section 2) Provide four(4)hydronic forced air zones of heat in the residence- 16.27 Provide allowance for ten dedicated circuits for landscape lighting IA, All stairs rails&guards shall comply with Code Sections R31 1 7 33 Ali concrete shall be at least 3500 PSI-slabs arid exterior steps shall be Section R602.6 . R405 to protect water proofing-assume 1 1/2"-2'boards. two on the second floor,two on the first floor plusone future zone 1628 Provide two 4�PVC conduits for future use from mechanical room to attic &R312. 4000 PSI including Garage slab. General Contractor shall be 6.3 Interior partitions to be 2"x 6"at 16�o.c.with single sole plate and double 7.14 Provide all roof and thru wall lead co2ted copperflashing as specified in in the basement, Coordinate zone aftocationswith Owner 16.29 Install Owner provided gas fired generator and transfer switch. responsible for providing Architect and Owner with receipt indicating top plate. division 5- 3) Provide two steam generators as required-1 perfloor,or as 1630 Provide electric shutoff valve for water main concrete strength based upon cylinder tests. Provide separate cylinder deemed necessary 1631 Install interior outlets in base molding. 1632 Provide two dedicated circuits for electric cars in G arage-provide A=20 tests for slabs,footings and walls retractable ceiling chords for tw,o garage bays . - -- - - __ - - I � DND 1&3 GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE REINFORCING STEEL FRAMING NOTES: ABBREVIATIONS AND SYMBOLS PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR THEY ARE NOT TO BE USED ON 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY ABx ANCHOR BOLT PSI POUNDS PER SQUARE INCH CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S.BUILDING CODE AND SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY ARCH ARCHITECT PSL PARALLEL STRAND LUMBER ALL RULES AND REGULATIONS. AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL . ., `:. ARCHITECT OR ENGINEER. BC: BOTTOM CHORD RF ROOF STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR LOADS. i L i"1 O LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 23 CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS PERMITS, FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING BE BELOW RJ ROOF JOIST ^. .._ 2. ALL FLOOR L . , �' Andrews BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR BM BEAM RTNG RETAINING -i-=-r--------�- E r� "�_ .,: FF, ; 3�g YORK STATE BUILDING CODE 2020. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF BETTER UNLESS OTHERWISE NOTED. BO BOTTOM OF SCHED SCHEDULE PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. BP BASEPLATE SECT SECTION 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL 158 County Rd. 39, Suite 10 SQUARE FEET PRESSURES SPECIFIED IN SECTION 1609. CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BRCG BRACING SHTHG BOS BOTTOM OF STEEL SF S SQHEATHING Southampton, N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT Office: (631)259-3959 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 WATER SHORELINE SHALL BE STAINLESS STEEL. BRG BEARING SIM SIMILARBS; BOTH SIDES SOG SLAB ON GRADE Info@DiLandroAndrews.com LOADS: PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE BW BOTH WAYS SPEC SPECIFICATION 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES 4. WOOD SILLS TO BE (1)2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND AND TIED SECURELY,UNLESS OTHERWISE NOTED. LONG MINIMUM AT Y-0" O.C. AND P-0" AWAY FROM CORNERS UNLESS C CAMBER SS STAINLESS STEEL A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND CA COLUMN ABOVE STAG STAGGER Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL OTHERWISE NOTED. CANT CANTILEVER STIF STIFFENER B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 3' REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE BELOW ST INSPECTION OF HIS WORK. CC CENTER B B CENTER ST L STEEL STRUCTURAL CB COLUMN SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR SNOW: FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CF CUBIC FOOT ST TOP OCCUPANCY CATEGORY II DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL GROUND SNOW LOAD,Pg 20 PSF UNLESS OTHERWISE NOTED. PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. CIP CAST IN PLACE TC TOP CHORD EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CL CENTERLINE TEMP TEMPORARY THERMAL FACTOR,Ct 1.0 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, 6. BRIDGING TO BE EITHER SOLID OR (1) V x 3" OR 18 GA CROSS BRIDGING &NOT COL COLUMN TOC TOP OF CONCRETE IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED FOR ALL SLABS ABOVE GRADE. TO EXCEED A MAXIMUM 8'-0" O.C. CONC CONCRETE TOF TOP OF FOOTING FLAT ROOF SNOW LOAD,Pf 20.0 PSF CY CUBIC YARD TOS TOP OF STEEL �OF NEW BELOW,UNLESS OTHERWISE NOTED: Alp 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE DIA DIAMETER TOW TOP OF WALL ,�P NENRy ,p C. WIND DESIGN DATA: USAGE 28 DAY MAX AGG. ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. NOTED. DET DETAIL TYP TYPICAL ti- WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH(PSI) SIZE DN DOWN UON UNLESS OTHERWISE NOTED WITH ASCE 7 SECTION 6.5 METHOD 2 ANALYTICAL PROCEDURE DWL DOWEL VIF VERIFY IN FIELD _ `1 � 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE NOTED. EF EACH FACE W/ WITH OCCUPANCY CATEGORY A. SLAB ON GRADE 4000 S.C. 1" UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS - II EOS EDGE OF SLAB WP WORKING POINT BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT FAA 097201 C. PIERS 4000 S.C. 1" ROFESSIONP IMPORTANCE FACTOR,Iw 1.0 EQ EQUAL EXPOSURE B D. RETAINING WALLS 4000 S.C. 1" 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL EX EXISTING INTERNAL PRESSURE COEFFICIENT 0.18 ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER F FOOTING DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE A. FORMED WALL 2"BACKFILL SIDE.%"FRONT SIDE DOUBLE DIP GALVANIZED FRAMING HARDWARE. FDN FOUNDATION FIN FINISH AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM B. FOOTING 3" FJ FLOOR JOIST 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. C. SLABS ON GRADE 3/4" TOP,3"BOTTOM 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH FLG FLANGE SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF D. STRUCTURAL SLABS 3/" FRAME CONNECTIONS. FRMG FRAMING THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FT - FEET CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO FTG FOOTING ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND DETAILS. CONSTRUCTION DETAILS). GALV GALVANIZED Uj FOR EACH PARTICULAR LOAD. TYPE I PORTLAND CEMENT CONFORMING TO ASTM C 150. LW CONCRETE SHALL GLB GLUE-LAMINATED BEAM W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A GR GRADE 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING DOUBLE KING STUD AND A DOUBLE SILL PLATE. HDR HEADER O ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. HGR HANGER z CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HORIZ HORIZONTAL SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. HSB HIGH STRENGTH BOLT LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. IN INCH 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS INFO INFORMATION 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR JST JOIST RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3"TO 6" FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. K KIP SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 KSF KIP PER SQUARE FOOT (� INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS SHEATHING PANELS: LB LAG BOLT CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. LL LIVE LOAD PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. LLH LONG LEG HORIZONTAL BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL LWC LIGHTWEIGHT CONCRETE APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE SLABS UNLESS OTHERWISE NOTED. CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA (n LVL LAMINATED VENEER LUMBER POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS 12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING PLYWOOD SHALL BE USED ON FLOORS. MAX MAXIMUM _I MC MOMENT CONNECTION DOCUMENTS. REFER TO THE ARCHITECTURAL,MECHANICAL,ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED MIN MINIMUM PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE NTS NOT TO SCALE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS ARCHITECTURAL PLANS FOR THICKNESS. NWC NORMAL WEIGHT CONCRETE W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE OC ON CENTER z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR W P/C PRECAST -j W OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. I- r n PAF POWDER ACTUATED FASTENER F V STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. " PCF POUNDS PER CUBIC FOOT 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 PL PLATE 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH PLF POUNDS PER LINEAR FOOT SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE -PLWD PLYWOOD SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. BEAD ALONG THE MEMBER LENGTH. PSF POUNDS PER SQUARE FOOT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY BACKING FOR SPECIFIED PANEL EDGE NAILING. 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS >_ 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. z CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE Q 0 ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED _) OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL M O ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. O 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. U REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. W m O ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 0 DRAWINGS. a 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS No. Date Description FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 1 04/21/2023 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. 2 ---- 3 --/--/-- ---- 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 5 ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE /--/-- ---- CERTIFICATE OF OCCUPANCY. 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS Designed : C : PC Drawn By CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL GOVERN. Checked By : AA 20. ANY SUBSTITUTIONS OR ALTERNATES(DETAILS,MEMBERS,ETC.)MAY BE USED IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL Date : 04 11/2023 BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND Scale: AS NOTED SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR S �0 0 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS INDICATED. Sheet# STEP IN WALL HEIGHT " AND THICKNESS STEP IN WALL HEIGHT ✓ ,- �� . +a � .. AND THICKNESS DiLanciro F— Andrews RETAINING WALL"A" TOP OF WALL TOP OF WALL RETAINING WALL"A" LEGEND TOP OF WALL 158 County Rd. 39, Suite 10 EL. = 9'-6" - ___.._... ............ Officea(631)259 395968 _ SLOPE AS I o Info@DiLandroAndrews.com 0 - INDICATES FOUNDATION WALL. 4000 REQ'D - - - - -1 PSI COMPRESSIVE STRENGTH MIN. o RETAINING WALL"B" RETAINING "I WALL"B" STEP IN WALL TOP OF WALL I I WOOD FRAMED Professional Seal - INDICATES TOP OF SLAB ELEVATION I I EL.=7'-0' — STAIRS BY OTHERS 4 � FROM DATUM ELEVATION __.__._._._......._.. . E [-X-Xx l - INDICATES BOTTOM OF FOOTING EL. FROM DATUM TOP OF WALL TOP OF WALL I ' EL. = 10'-0" EL. =7'-0" o OF E�,YQ C - INDICATES CONTINUOUS/ISOLATED u I I - - - - - - - .- - - TOP OF WALL FOOTING 4000 PSI COMPRESSIVE I I I I g I EL. = 13'-8" E STRENGTH MIN. STEP FOOTING AS REQ'D I I I i 4 ONCE FINAL BASEMENT DEPTH IS DETERMINED, I o S-200 WALL SWITCHES SEE DETAIL 4/S-200 FOR I I I FROM"B"TO"C" [1'-0WALL SWITC "] _G,y� A 9720 CLARIFICATION �` I FROM A"TOHC3 �`�' RpFEssiaNP NOTES: 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 1 L - - I I CONCRETE SLAB BY OTHERS, TOP OF WALL I TYPICAL FOUNDATION 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. - - - - - - - -! _ ASSUMED SLAB ELEVATION BASED 4 BY OTHERS EL. = 13 8 I WALL AND FOOTING I E ON NOTED DAYTOM IS 4'-0" _ 2. DATUM USED FOR ELEVATIONS IS TOP OF LAWN S-200 I^ ( _.. _.._- - ___ _...___._--- --- --" --- - 9 RETAINING WALL"C" ._._.__ _.______._...____ _ .__._..___.___...__._.......__.... I ELEVATION SET TO 9'-6" I HD ABOVE CONNECT RETAINING J I - - - - - - - - - _ _ - - -11 KIPS WIND � �4,kS 3. ORIGINAL DESIGNER TO INCORPERATE ALL LATERAL WALL FOOTING TO I I I - - _ - TOP OF WALL hb� LOADING INTO THE FRAMING DESIGN, ORIGINAL SEE"A"DWGS FOR BEAM SIZE _ - �a TYPICAL FOUNDATION I I CONNECT WALLS ( - —I EL. - 13-8 FRAMING DESIGN TO BE CHANGED AS NEEDED BASED WALL FOOTING WITH WITH DOWELS PER - =-=- 3 -- -- =--mm ' - ON ADDED WIND LOADS. I I I- - - - - - - - -- - - --- - - - - - - - - - - - CONCRETE SLAB BY OTHERS ! z DOWELS PER 8/S-200 8/S-200 I CONNECT WALLS AND t I HD ABOVE I FOOTINGS WITH 4. REDESIGN OF ANY ORIGINAL FRAMING MUST TAKE I I 11 KIPS WIND STEP FOOTING AS REQ'D I TYPICAL FOUNDATION f WORSE CASE SHEAR WALL COMPRESSION LOAD I I ONCE FINAL BASEMENT I I DOWELS PER 8/S-200 WALL AND FOOTING LOCATION RELATIVE TO GIRDER. REDESIGNER ONLY DEPTH IS DETERMINED, I I BY OTHERS NEEDS TO APPLY SHEAR WALL COMPRESSION LOADS I SEE DETAIL 4/S-200 FOR I I_ _ - - - - - - - - - - - - _ ..__ _ _._ .__ ___... _._ _.. TOP OF WALL WHEN WIND IS TRAVELING IN ONE DIRECTION. i I CONCRETE SLAB BY OTHERS CLARIFICATION, I _ _ I EL. = 13'-8" 06 6. SIGNED PROOF WAIVING THE REQ'D STANDARD i I .._._...._.____.__..........._..__.._..._._......_._..___._....-.-- -.___.--.-.--.._.___._._..--.-.---__........._______.___.._...__.._.._.._....._._.__...__..__._._._..._.._...____..._. I j I O PENETRATION TESTS MUST BE SHOWN TO E.O.R. TYPICAL FOUNDATION I E I ] I ( z n- BEFORE ANY CONSTRUCTION BEGINS. WALL AND FOOTING Q I BY OTHERS I I HD ABOVE I 11 AKIPS WIND I I (f) I I HD ABOVE! 0- -_ � ` ` - - "_ _- - SEEA DWGS FOR FRAMING � 11.1KIPSWIND; INFORMATION ���J_ .->...._........._....._.�.I.................... I( Oz JJ I _._.___..................___...__.__._._. F N I { Q I I I m I o CONCRETE SLAB BY OTHERS I i W LL] I O = I I w CONCRETE SLAB BY OTHERS o - U) HD ABOVE I I I HD ABOVE HD ABOVE Q 11.1 KIPS WIND I I I i r N 9 KIPS WIND 11 AKIPS WIND w I ._._.. ._...._ ..... �E._.____. ....., U) ( IS 1 { I I w ' SEE"A" DWGS FOR BEAM SIZE SEE"A" DWGS FOR BEAM SIZE SEE"A" DWGS FOR BEAM SIZE I I CONCRETE SLAB BY OTHERS _....__.._..___ _________.. __...................._ I __ U) v VE VE � I � HD ABOVE 4.5KIPS WIND -� HD ABOVE 4.5KIPS WIND WIND I ( I I I TYPICAL FOUNDATION 4 4.5KIPS WIND HD ABOVE 4.5KIPS WIND I I 4.5KIPS WIND I WALL AND FOOTING 4 I c- I ( BY OTHERS -! I I Ui HD ABOVE I I r 11AKIPS WIND SEE"A" DWGS FOR BEAM SIZE ...... ............_V ... _.... _-.L._...... .... 4.._ __ .m.....__.. --._. ___..__._____..__.___......._.....__..._........._.__._._....._..._ ..._..__._..___.....______� 1 r ] HD ABOVEI"- I I I I 7 KIPS WIND I TYPICAL FOUNDATION I I I J WALL AND FOOTING BY OTHERS _.�_ _._____ _.___ I I I I O i I I ; I ► I I - - I O _ _._.___...__....__.__.___.................._._._ , , I I I I SEE A DWGS FOR FRAMINGL I W L INFORMATION - I ':� I TYPICAL FOUNDATION m O WALL AND FOOTING F-- U) I ( I BY OTHERS n. . .. Revisions � - IF- - - - - - - - - - - - _ _ No. Date D escri tionL __....._....._.._.. - - �� - - - - - - - 1 04/21/2023 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 -/--/-.__._ ---- -INDICATES STEEL COLUMN BELOW I ____._... ._................_. ..__....__._....._.__.__._____....___._.___. ._.___ ___._ _.._ 5 -/--/-- --- - INDICATES STEEL COLUMN ABOVE/BELOW � - - - - mm - - - - - - - - .- - � BEAM MATERIAL J - INDICATES STEEL COLUMN ABOVE Designedy BEAM SIZE �C�,� Drawn By : PC Checked By : AA t3 -INDICATES COLUMN BELOW (2) 1 3/4x 11 7/8 LVL ,-, ® -INDICATES COLUMN ABOVE/BELOW ®3700 2B-01 BEAM END REACTIO ❑ - INDICATES COLUMN ABOVE Date : 04/11/2023 (LBS-WOOD) WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. (KIPS-STEEL) Scale: NOTED COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. BEAM NUMBER OVER BEAM BEAMS / HEADERS COLUMN / POST FOUNDATION AND SHEAR WALL SUPPORT PLAN SCALE: 1/4"= 1'-0" Sa FRAMING LEGEND i 00 �..�She�et# � � r IL nt ro Andrews 158 County Rd. 39, Suite 10 --------- Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal i E I OF NEw y NENRy 3 _.._........__._..._._.._..-_._......._...__.. v — S-300 2 13 -' m oc 1 SEE"A"DWGS FOR BEAM SIZE €; (" a� SEE A DWGS FOR FRAMING I i INFORMATION �97201 f 1pc� 9'OFESSIONP HD SW-2 F HD SW-2 r HD HD — S-300 SEE"A" DWGS FOR BEAM SIZE „ 1; z HD HD ��Q 'J O '. W SW 2 sW 2 �+ O _ _ .,:::- -�, .T :r_.:.. :- SEE 'A DWGS J Q '. HD HD HD ABOVE FOR BEAM SIZE _J O 8 KIPS WIND w HD ABOVE :• m SEE"A" DWGS FOR BEAM SIZE > HD ABOVE 8 KIPS WIND J m HD ABOVE 8 KIPS WIND Q 8 KIPS WIND Q D '. O Z F i HD z N C/ SW 1 U) HD , ...... ,. .. . _ HD HD �G� SW-1 HD SEE"A"DWGS _ 5h} O 4X9 SW-3 FOR BEAM SIZE .a5" O SW-3 SIMPSON WSWH2 � � J " STRONG WALL LL HD Hp HD HD C7 r -______ _. ' H A OVE z NW ' �� 8 KIjbS IND �� W :. _ _ SEE'A'DWGS FOR FRAMING SEE'A' DWGS FOR FRAMING p W INFORMATION 7 INFORMATION m LL � ) HD _m Y_ ;. W o HD ABOVE - t EI E m N 11.1KIPS WIND _ r W Hp I HD HD '' O '- ;' rw j SW 1 cn,;r SW 1 SW .z. SEE A DWGS FOR BEAM SIZE - SEE"A"DWGS HD ABOVE HD SEE"A" DWGS HD HD HD HD HD 'L O U W FOR BEAM SIZE 7.3 KIPS WIND FOR BEAM SIZE N t'._... __ i HD ABOVE E.M_____7 � : U) r 7.3 KIPS WIND m HD ABOVE SEE"A" DWGS FOR BEAM SIZE `` HD 11.KIPS WIND SEE'A' DWGS FOR FRAMING HD0 SW-1 ' LL INFORMATION ... ... .. . . HDHD :. Q HD CO W N :: J t . rn ___ .________-__ ._ m HD Hp m y' E O �{ SW-2 SW-2 Hp O SIMPSON WSWH24X9 :•'. HD STRONG WALL HD .. ...... U __.._.._..___................. ....._...._... , HD 1 r m ` Revisions HD '� ,...,._....;;,.. ,r- .-:-- - .: No. Date Description HD 0 2023 FOR PERMIT SIMPSON SIMPSON -/ -/ WSWH24X10 WSWH24X10 EE 11 4 -/--/- ---- STRONG WALL STRONG WALL --- - — 5 -/--/-- '--- NOTES: ......._._........._._..__._..__._..____..___.........._.._.. 1. &SW-X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. Designed By : PC GO -INDICATES STEEL COLUMN BELOW PROVIDE 2"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO Drawn By : PC INDICATES STEEL COLUMN ABOVE BELOW BE 10d NAILS AT 6"o.c.SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH Checked By : AA % - / SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM MATERIAL 4��G - INDICATES STEEL COLUMN ABOVE BEAM SIZE cs�GJ GJ J2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL SHEET S-300 FOR SCHEDULE. Date : 04/11/2023 � - INDICATES COLUMN BELOW Scale: AS NOTED (2) 1 3/4x 11 7/8 LVL ,-, ® -INDICATES COLUMN ABOVE/BELOW 3. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. El (2) 2e-01 4. ORIGINAL DESIGNER TO INCORPERATE ALL LATERAL LOADING INTO THE FRAMING DESIGN, BEAM END REACTION ❑ -INDICATES COLUMN ABOVE ORIGINAL FRAMING DESIGN TO BE CHANGED AS NEEDED BASED ON ADDED WIND LOADS. (LBS-WOOD) WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. (KIPS-STEEL) COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. 0 - INDICATES SHEAR WALL FIRST FLOOR SHEAR WALL PLAN 5. REDESIGN OF ANY ORIGINAL FRAMING MUST TAKE WORSE CASE SHEAR WALL COMPRESSION LOAD LOCATION RELATIVE TO GIRDER. REDESIGNER ONLY NEEDS TO APPLY BEAM NUMBER OVER BEAM „- " SHEAR WALL COMPRESSION LOADS WHEN WIND IS TRAVELING IN ONE DIRECTION. S � SCALE: 1/4 - 1-0 BEAMS / HEADERS COLUMN / POST WALL 6. SIGNED PROOF WAIVING THE REQ'D STANDARD PENETRATION TESTS MUST BE SHOWN TO E.O.R. BEFORE ANY CONSTRUCTION BEGINS. FRAMING LEGEND Sheet# I DiLandro � T Andrews C nginor rir,9 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal of- New HENRY �9 o� _ o T' _ _ _ _ Y —— — — — __ _ _ _ -77 V m L N - �9720� I I 9�FESSIONP� I i I I HD SW-3(CONTINUOUS ABOVE/BELOW OPENING) HD I I _../jl�' _....... ...... .... ; HD I —J I J SW-2 HD SW-2 HD HD HD J I � i SEE'A' DWGS FOR FRAMING I Q INFORMATION 7 � HD I HD ......_....._..... -- -- U) j" J LL HD SW-2(CONTINUOUS ABOVE/BELOW OPENING) HD __.. SEE INFORMATION FRAMING Q� A DWGS FOR FRA Li HD y. t. J Z HD W U Q W J N Lu co �t HD rn �1 i :.'. M """-___. . 1�I " H Li HD HD z0 SEE'A' DWGS FOR FRAMING -' r HD HD HDINFORMATI cn ---- E E ( SW-1 (CONTINUOUS ABOVE/BELOW OPENING) ( �� HD -� 4 SEE INFORMATION FRAMING .: .....:.. . .:.: � 'A'DWGS FOR FRAM -P __................. ....._._.__......_........_._.___.____------.....___ ____H� _.__._._____._._..__ f W Q E q_....____.._........__.___.___.._...._..__. ... ... . ........__.._..__._....__ _ 7 i S 2 (CONTINUOUS ABOVE/BELOW OPENIN ) HD VHD_ Revisions -'--- No. Date Description 1 04/21/2023 FOR PERMIT 3 --/--/-- --- 5 --/--/— ---- NOTES: 1. &SW-X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. BEAM MATERIAL PROVIDE 2"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO Designed By: PC BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH BEAM SIZE SHEARWALL AND INSTALLED PER TYPICAL DETAILS. Drawn By : PC Checked By : AA In -INDICATES COLUMN BELOW / 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL In (2) zs-o�(2) 1 3/4x 11 7/8 LVL E—E Z -INDICATES COLUMN ABOVE BELOW SHEET S-300 FOR SCHEDULE. BEAM END REACTION ❑ -INDICATES COLUMN ABOVE WQ 3. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. Date : 04/11/2023 (LBS-WOOD) WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. Scale: AS NOTED (KIPS-STEEL) 4. ORIGINAL DESIGNER TO INCORPERATE ALL LATERAL LOADING INTO THE FRAMING DESIGN, COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. 0 - INDICATES SHEAR WALL BEAM NUMBER OVER BEAM ORIGINAL FRAMING DESIGN TO BE CHANGED AS NEEDED BASED ON ADDED WIND LOADS. 5. REDESIGN OF ANY ORIGINAL FRAMING MUST TAKE WORSE CASE SHEAR WALL BEAMS / HEADERS COLUMN / POST WALL SECOND FLOOR SHEAR WALL PLAN COMPRESSION LOAD LOCATION RELATIVE TO GIRDER. REDESIGNER ONLY NEEDS TO APPLY SHEAR WALL COMPRESSION LOADS WHEN WIND IS TRAVELING IN ONE DIRECTION. SCALE: 1/4"= 1'-0" 6. SIGNED PROOF WAIVING THE REQ'D STANDARD PENETRATION TESTS MUST BE SHOWN TO S � l 02 FRAMING LEGEND E.O.R. BEFORE ANY CONSTRUCTION BEGINS. Sheet# TYP. LAP TYP. LAP DIAMOND SAW CUT. IN AREAS WHERE 6" 6" L§TOP REINF. SHORT OF SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR _ 56 BAR 0 SEE NOTE 1 SEE NOTE 1 (TYP.) UNCOVERED), FILL W/SPECIFIED 6" 6" r STOP REINF. SHORT OF JOINT FILLER IN ACCORDANCE W/ PREMOLDED TONGUE MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE P� CORNER BAR SIZE AND D i a n d ro SPACING TO MATCH . HORIZ. REINF. , r < i n e e: i InrI t9 0" c OPENING TYP. 158 County Rd. 39, Suite 10 m Southampton, N.Y.11968 1,1= (I f: =_i..l.= =111= FE �I[==�11=1�I l 11. i( (— Co Office: (631)259-3959 `IlHfli_-�111� I it -( il=i1 :{ r �E Info@DiLandroAndrews.com '�-r;�ll1, ;�=���,__- NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS AT CORNERS Professional Seal JOINT LOCATIONS NOTED"CY UP TO 12 HOURS AFTER THE CONIC. AT INTERSECTIONS MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. DIAGONAL BARS Second Pour First Pour TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL (2)#5 BARS AT EACH (2)-BARS @EACH FACE OF TYP. LAP / WALL/T&B OF SLAB. FOR SLAB SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 O FACE OF WALL T&B OF WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) FACE OF WALL AT JOINT. SEE NOTE 7 z NOSING BAR, EDGE W/a' RADIUS TOOL CONSTRUCTION JOINT, 6" 6" VAPOR RETARDER, SEE PLAN FOR OMI EDGES 24"T AT EXTERIOR SLABS REINFORCEMENT a 1-0 CENTER 2x4 KEY ON WALL SHRINKAGE CRACK OF NEW O w SEE PLAN FOR CHANGE NOTES: � MIN IN ELEVATION 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL �Q.<<G HENRY Y� REINFORCING.AT SLABS USE#5 BARS. M cc 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAYBE USED AT LQ CIRCULAR OPENINGS 12"AND LARGER. 134 F� 89720� �`yc� 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. ARBFESS1oNP� o ITS-ICI—IIpI-!ll�f'I !=wI "I"° s` PIER, IF REQUIRED F -ii_E - TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT 2 PROVIDE CONT. CHAIR AT REFER TO GEO TECH. (II_I°�_�; it T-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. S-200 SCALE: N.T.S. NOTE: REINF.AT EL. SHOWN GRANULAR SUB-BASE 1. ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM NATURAL"CUT"GRADE OR COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL SEE ARCH. DWGS. AS; 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. FOR STAIR PROFILE REQ o.0#5 DOWEL AT 12"O . � o 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"110 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING TYPICAL SLAB ON GRADE DETAIL HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. 1 • o 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. S-200 SCALE: N.T.S. U) • • 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° _..I 12"CLR. 1" NOSING • 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o i . . � w ALL SIDES • A (. � f �� _. LIJ J (TYP-)LL a :! � - COMPACTED 3,35 CONCRETE WALL CONSTRUCTION DETAIL z U '`Ir= f BACKFI O • - ® ® .3 .. LL S-200 _1=1 I_I I I 0 (n #5 NOSING #5 AT 12"O.C. w o BAR(TYP.) • BOT. EACH • ® U- SIDEWALK SLAB ON WAY NOTE: GRADE, SEE SITE (2)CONTINUOUS#5 BARS AND ARCH. DWGS. �'P 1. PROVIDE LIGHT BROOM SB ANCHOR BOLT BY z TOP AND BOTTOM FINISH FOR STEPS. SIMPSON STRONG TIE OR D COMPACTED APPROVED EQUAL J O • SEE STEM HORIZONTAL BACKFILL 2. SEE TYP. SLAB ON 3 BARS IN SCHEDULE ® ® GRADE DETAIL FOR 0'-14"MIN. EDGE DISTANCE --{ F- SEE STEM VERTICAL BARS m _ aE ADDITIONAL INFO. IN SCHEDULE _ .... ... (_ OIL- #5 BAR CONT. Oz 2X4 KEY, TOP 1 Pik #5 AT 12"O.C. EACH WAY, ALSO PROVIDE FDN.WALL L, AND BOT. EACH FACE AND FTG.AT EACH SIDE ' u (ryp) a F FOUNDATION WALL FOUNDATION WALL #5 AT 12"O.C. t' (NOT SHOWN)OF STAIR C0 OR STEM WALL OR STEM WALL O A MIN EMBEDMENT, SEE SHEAR #5 DOWEL `, ' (3)-#5 CONT. WALL SCHEDULE ON S-300 ® a AT 12"O.C. 0'-13"MIN. EDGE DISTANCE CONCRETE SLAB BY 4 OTHERS, ONLY APPLIES TO O 0'-6"MIN FOR SB5/8x24 WALL B AND C W (2)-#5 CONT. b 0'-8"MIN FOR SB7/8x24 z TOP AND BOT. r �" ® 0'-41" MIN. (SB5/8 AND 7/8) ' r (TYP-) 4 5"MIN. (SB1) x X x x SEE RETAINING WALL"A" SECTION PLAN-CORNER _ _ M BOT. OF FTG. EL. NOTED ,- „ FOR FOOTING DETAILS AT THUS[t....] ON PLAN 6 1 0 6 BACK SECTION OF STAIRS—1 CORNER NOW CORNER CORNER " INSTALLATION INSTALLATION INSTALLATION z o (3)-#5 CONT. 2-0 (3)AT 18"O.C. z O (INSTALL W/THARROW (BOL TMA YBE INSTALLED (INSTALL WITH ARROW 0-2 CLR. �=DOWEL TO MATCH VERTICAL ON TOP OF BOLT AT 45° TO 135°AS SHOWN) ON TOP OF BOLT U Q REINFORCEMENT AND SPACING w/ ORIENTED AS SHOWN) ORIENTED AS SHOWN) Q 2X4 CONT. KEYWAY 0'-10"HOOK, LAP WITH VERTICAL O BOT. OF FG. SEE TOP TRANSVERSE Er- EL. NOTED 6° 8 6" #3 AT 18"O.C. 45° 135%90%45° 135° m O REINFORCEMENT 36"MIN. a THUS t f- [ ] ANCHOR BOLT, BARS AT BASE IN SCHEDULE SEE TOP HORIZONTAL BARS AT O ON PLAN TYP. G ° �•, BASE IN SCHEDULE 24 P °. fir° o`) U C)• z ° cr° ,4 - a --j m O —�— M o 5 TYPICAL CONCRETE STAIR DETAIL } OUTER EDGE OF } ~ • • • o M l o S-200 CONCRETE,TYP. 0.. r ® • • • SCALE: 3/4"=1'-0" PLAN-ANCHOR BOLT PLACEMENT I Revisions C B A S B ANCHOR BOLT AT FOUNDATION WALL No. Date Description 3-0 LAP SPLICE 2'H MIN. ,r-- FIELDH®I�iZ. � VImRT.1�ti�:l.l_ 7 1 04/21/2023 FOR PERMIT SEE BOTTOM TRANSVERSE SEE BOTTOM HORIZONTAL TYP.AT WALL t IFIFOt GFMI`P9T 2 BARS AT BASE IN SCHEDULE BARS AT BASE IN SCHEDULE AND FTG. 2'-0" ;r S-200 SCALE: 3/4"= 1'-0" - BOT. HORIZ.WALL X. REINFORCEMENT 3 5 --/--/-- -- RETAINING WALL SCHEDULE 0 w REINFORCEMENT w z U CALLOUT SIZE STEM BASE - — a a Designed By : PC z O TOP BOTTOM = '� cn O X @ " Drawn By : PC X w a #5 DOWEL 12 O.C., I I A B C VERTICAL HORIZONTAL HORIZONTAL TRANSVERSE HORIZONTAL TRANSVERSE ' =IlF-'-I f a II #5 DOWEL @ 12"O.C., w °- TYP. HILTI HIT-200+ HAS Checked By : AA Wall A 1'-0" 10" 2'-8" #5 @ 12" O.C. #5 @ 12" Q.C. - - #5 @ 12" O.C. #5 @ 12" O.C. �'''I—"' Wall B 0'-6" 10" 1'-0" #5 @ 12" O.C. #5 @ 12" O.C. - - #5 @ 12" Q.C. #5 @ 12" O.C. �t TYP. HILTI HIT-200+HAS • - � �= - �� FOOTING REINF. i " u n �� n " n 2 �i.' 2 SOIL BEARING `. Wall C 1 -0 10 2 -2 #5 @ 12 O.C. #5 @ 12 O.C. - - #5 @ 12 O.C. #5 @ 12 O.C. )r 1 ROCK BEARING r.. ` Date : 04/11/2023 • • ��\1\ �, 5,� 5�� 5 5 TOP REINF. IF REQ'D. Scale: AS NOTED SEE FDN.WALUFOOTING to cw4 z 01 SECTIONS F 0 NOTE: Z U • PLACE LOWER FOOTING FIRST FOOTING WALL ADD CONCRETE 4 TYPICAL RETAINING WALL DETAILS �200 U Q s-2oo _ STEPPED FOOTING DETAIL SCALE: 3/4 - 1 0 0 6 8 TYPICAL FOUNDATION DOWEL DETAIL S-200 SCALE: 3/4"= 1'-0" S-200 Sheet# CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION I ALTERNATE SIDES OF POST Landro WOOD POST, SEE PLAN -� - Andrews ., ._ CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF CONNECT FLANGES ----d ' E r;ra±ra e e r i n rj POST/STUD BLOCKING AND LOCATION RAFTERS ON 0,4„ TO PLATES W/(4)-3/4"0 BELOW W/CS16 SIN OPPOSITE SIDE OF s. x12„xBEAM GAUGE A325 SLIP CRITICAL 158 County Rd. 39, Suite 10 COIL RAP RIDGE W/SIMPSON e STEEL PLATE U-1 1" BOLTS TYP FULL PEN Southampton, N.Y.11968 . LSTA30 STRAP 2 Office: (631) 259-3959 z ROOF RAFTER AND ROOF Info@DiLandroAndrews.com z SHEATHING. SEE PLAN FOR SIZE AND THICKNESS, O 0 RIDGE BEAM, SEE i RESPECTIVELY,AND ARCH. 5/16 TY I O Professional Seal PLAN FOR SIZE I DWGS. FOR PITCH O BLOCKING TO MATCH I, WOOD POST ABOVE BEAM #OF 4'A325 S.C. MBMENT 0 CONNECT CRIPPLE TO SIZE BOLTS T&B FLANGE CAPACITY(kip'ft) HEADER WITH SIMPSON W8 4 16 MTS30 TWIST STRAP 2x BLOCKING I I (3)-3/4"0 SINGLE I (3)-3/4"0 SINGLE BETWEEN RAFTERS W10 4 20 PLATE PLATE 6 31 CONNECTION W/3i CONNECTION W/e" CONNECT HEADER/BEAM �'�iy 4 25 ( THICK PLATE $ I THICK PLATE ,��OF NEI,1,y0 TO POST/JACK AND KING J 3ixFLANGE N CONNECT RAFTERS TO OP ,c�P ENR STUD W/SIMPSON OF WALL W/SIMPSON TS12 W12 6 37 $ 1 WIDTHx6-1 PLATE O STRONG TWIST STRAPS 8 50 2 TIE HH HEADER HANGER 4 28 I FULL PEN ,`.44 m LL, W14 6 43 8 57 I I FO 997201 A9QFESSIONP� WALL SHEATHING BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION SEE PLANS FOR HEADER SIZE AND LOCATION 3 TYPICAL BEAM TO COLUMN MOMENT CONNECTION i S-300 SCALE: 1-1/2"= V-0" 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL w S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" rQn V z WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE cc SCHEDULE SCHEDULE G Q SHEATHING PANEL EDGE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SIMPSON HOLD SHEAR WALL END POST, "A". SEE SCHEDULE "A". SEE SCHEDULE SEE SCHEDULE .J DOWNS AT ALL OLD DOWNS SHEAR WALL AT ALL SHEAR WALL END J END POSTS, SEE POSTS, SEE SCHEDULE SIMPSON A34 FRAMING ANGLE CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE CONT.TIMBERSTRAND TO MATCH FLOOR JOIST DEPTH ° SCHEDULE ANCHOR HOLD DOWN MATCH FLOOR JOIST DEPTH SHEAR WALL END POST, TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ ° NAIL BOTTOM AND SHEATHING SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND THREADED ROD Q ING NAIL BOTTOM AND SHEATHING SPACING TO BLOCKING PER NAILING II TO BLOCKING PER NAILING W W PATTERN"B"SEE SCHEDULE THREADED ROD II J SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE CONNECTING /11 F— NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN HOLD DOWNS I I 1= "A"SEE SCHEDULE "A"SEE SCHEDULE THROUGH FLOOR I SEE SCHEDULE I SECTION A SECTION B SHEAR WALL END POST, o SHEAR WALL END POST,SEE SCHEDULE SEE SCHEDULE STEEL BEAM, SEE PLAN SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. SIMPSON HOLD DOWNS AT ALL ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING TO LVL SHEAR WALL END POSTS, SEE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE c o BLOCKING PER NAILING SCHEDULE BLOCKING PER NAILING A PATTERN"B"ON SCHEDULE PATTERN"B"ON SCHEDULE B (2)-2x TOP AT FLOOR LEVELS AT STEEL BEAMS (2)-2x TOP SOLID LVL SOLID LVL LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING BETWEEN I-JOISTS SIMPSON HOLD DOWNS BETWEEN I-JOISTS SHEAR WALL END POST, SHEAR WALL END POST, AT ALL SHEARWALL END SEE SCHEDULE Q � THREADED ROD CONNECTING HOLD THREADED ROD CONNECTING HOLD SEE SCHEDULE POSTS, SEE SCHEDULE DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE ANCHOR HOLD DOWN WITH z SCHEDULE SCHEDULE LVL BEAM, SEE PLAN THREADED ROD THROUGH SIMPSON HOLD SIMPSON NCHOR,A34 FRAMING (3)-PLY MIN. ° MIDDLE PLY OF LVL BEAM ANCHOR, PROVIDE(2)- ALL SHEARWALL Q SIMPSON A34 FRAMING DOWNS AT ANCHOR, PROVIDE(2)- ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR /\ ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° B ° END POSTS, SEE —� WALL END POSTS, SEE SCHEDULE /� WALL END POSTS, SEE SCHEDULE H111 SCHEDULE 0 Q O = SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL SHEATHING PANEL EDGE SB ANCHOR BOLT BY F r t-- 2x BLOCKING, TYP.AT ALL NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN PANEL EDGES "A"ON SCHEDULE SIMPSON STRONG TIE OR 0 Q Q "A"ON SCHEDULE APPROVED EQUAL Ll1 SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING AT HOLD DOWNS AT � SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE 1/4"x 5"x 5"STEEL FOUNDATION F— (n EL PLATE RECESSED LEVEL, SEE SCHEDULE EL HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 INTO LVL BEAM AND DETAIL 2/S-301 AT ALL SHEAR WALL END c ON SCHEDULE AT ALL SHEAR WALL END ° ON SCHEDULE POSTS, SEE SCHEDULE---. POSTS, SEE SCHEDULE TOP OF FDN.WALL OR TOP OF FDN. WALL OR AT LVL BEAMS No. Date Description Description AT FOUNDATION LEVEL HAUNCH SLAB HAUNCH SLAB DRILLED IN AND ADHESIVE TYPICAL HOLDOWN CONNECTION DETAILS 1 04/21/2023 FOR PERMIT DRILLED IN AND ADHESIVE 9 ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. 8 2 4-4-- ---- ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. S-300 „ 3 —/--/-- ---- AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL SCALE: 3/4"= 1-0 FOUNDATION WALL �— WALL OR HAUNCH _ OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH SLAB ---- SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS 7 TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS Designed By: PC S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" Drawn By : PC Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Date : 04/11/2023 ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK LOCATION TO TOP OF FOUNDATION WALU SHEATHING PANEL CAST IN PLACE T. 2x BOT.AND FLOOR ANCHOR TO ANCHOR END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOEDOWN AT THE TOP OF THE Scale: AS NOTED HAUNCH SLAB EDGES TO VER THICKNESS BOTH SIDES OF WALL STUDS TO HORT. SHEATHING TO LVL MODEL FOUNDATION/ EMBEDMENT /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH (MIN.) POST SIZE (MIN.) OF THE B. AT FIRST FLOORSHEAR WALL SCATED ,RLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH REFER TO 2"Ox12" LONG ANCHOR (14) SDS a x 22 A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED SW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 6 O.C. 16d AT 6 O.C. HDU4-SDS2.5 SB 5/8x24 18 (2)-2x USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-2 REFER TO 1/2„ N 2"Ox12" LONG ANCHOR 10d AT 4" O.C. 16d AT 4" O.C. HDU8- SB 1x24 18" (20) SDS 4 x 22 FRAMING PLAN BOLTS AT 4 0 o.c. SDS2.54.5 (3)-2x S � 300 SW-3 REFER TO 1/2„ Y 2"Ox12" LONG ANCHOR 10d AT 4"O.C. 16d AT 4" O.C. HDU11- SB 1x24 18" (30) IDS x 22 9 SHEAR WALL SCHEDULE AND NOTES FRAMING PLAN BOLTS AT 4'-0"o.c. SDS2.5-5.5 (5)-2x S-300 SCALE: N.T.S. Sheet#