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Home My WebLink About50968-Z �r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY d ,r�,,�, , BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50968 Date: 7/19/2024 Permission is hereby granted to: Schneider, Donald 258 Fer Rd Sag Harbor, NY 11963 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter & Trustees approval. At premises located at: 890 Ruch Ln, Green port, SCTM #473889 Sec/Block/Lot# 52.-2-31 Pursuant to application dated 5/9/2024 and approved by the Building Inspector. To expire on 1118/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $287.50 CO-ADDITION TO DWELLING $100.00 Total: $387.50 Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-095 9 � Telephone (631) 765-1802 Fax (631) 765-95021t Date Received APPLICATION II LPERMIT For Office Use Only y c rfl r 0@ � L � t... PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete Y 9 20 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. D "vi", ti �� ti w. Date:May 8, 2024 OWNER(S)OF PROPERTY: Name: Pamela & Donald Schneider SCTM #1000-52-02-31 Project Address:890 Ruch Lane, Southold NY Phone#:631-800-4626 Email:donschneiderl @optonline.net Mailing Address:258 Ferry Rd., Sag Harbor NY 11963 CONTACT PERSON: Name: Pamela H. Pospisil Mailing Address: 141 Hampton Rd., Southampton NY 11968 Phone#:631-283-3465 ext 11 Email:php@poSpisllbrown.com DESIGN PROFESSIONAL INFORMATION: Name: Pospisil & Brown Architects P.C. Mailing Address: 141 Hampton Rd Phone#:631-283-3465 extl 1 Email:annemarie@pospisilbrown.com CONTRACTOR INFORMATION: Name: Pamela & Donald Schneider Mailing Address:258 Ferry Rd. Sag Harbor NY 11963 Phone#:631-800-4626 Email:donschneiderl @optonline.netR-40R DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other Deck renovation $100,000. Will the lot be re-graded? ❑Yes IRNo Will excess fill be removed from premises? RYes [:]No 1 PROPERTY INFORMATION Existing use of property:Single Family DWellini Intended use of property:Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 I this property? ❑Yes JjNo IF YES, PROVIDE A COPY. t°° Brix:After I nl�lu:rw�k � eadfing: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Pamela H. Pospisil @,Authorized Agent ❑Owner Signature of Applicant: Date: May 8, 2024 STATE OF NEW YORK) SS: COUNTY OF Suffolk Pamela H. Pospisil being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 61h day of L 20 �ffu ) No a c NOTARY PUSM,STATE OF NEW 50RIC r r Y O V OY.. 1 AL ... /Vi �. f .01GU6297 �C� i � I��ii:i ��) I �I �� 0110 Suffolk County 1e 0, (Where the applicant is not the owner) y, Pamela Schneider residing at 258 Ferry Rd. Sag Harbor, NY do hereby authorize Pamela H. Pospisil to apply on my behalf to the Town of Southold Building Department for approval as described ;ein. 2 Owner's Signature Date Pamela Schneider Print Owner's Name 2 Building De acrtgjent Application AUTHORIZATION ORIZATION (Where the Applicant is not the Owner) ex lep, 1 All 2) 1 . 5 a�NC.a e L residing at a►S� A� (Print property owner's name) (Mailing Address) �lS do hereby authorize �,. ._�.,_�.� �...._.�...,. (Agent) R p 5.P b%s'X*- R.014 a U�I-�,eakC to apply on my behalf to the Southold Building Department. � _��_....._ �._.�.. ,.,,, .. .��. (Owner's Signature) (Date) �*bOc-nta-Is,S ONIJCIka-e, (Print Owner's Name) �� W Generated by EScheck- eb Software ;ON/"' Compliance Certificate 'fie Project Schneider Ruch Lane Energy Code: 2020 NYStretch - 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Cllmate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 890 Ruch Lane Pamela Schneider Pamela Posplsll Southold, NY 11971 Posplsll &Brown Architects, P.C. 141 Hampton Road Southampton, NY 11968 631-283-3465 sarah@posplsllbrown.com Compliance: 0.0%Better Than Code Maximum UA: 22 Your UA: 22 Maximum SHGC: 0.40 Your SHGC: 0.27 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, Slab..on-grade tradeoffs are iruur IlrrrrgEA r r:.rrnrYldeired lI In the UA or perforMalnir::rn r.arorrnpha nce math 1 n RE.S Il eck W`rrch s alb..auin-grrade arroserr b1 y lI In irhe specified r:lilrrnate zone anus mE::n t the irrilinfrrrun.urru e nei. gY rWo(J(:a i nr,uAaflon IR,vaIILM and depth requ.uirerre nts. Envelope Assemblies Ceiling: Cathedral Ceiling 176 42.0 6.6 0.021 0.026 4 5 Wall:Wood Frame, 16"D.C. 153 21.0 6.6 0.040 0.045 6 6 Window: Vinyl Frame 5 0.280 0.270 1 1 SHGC: 0,27 Window 1:Vinyl Frame 10 0.280 0.270 3 3 SHGC: 0.27 Floor: All-Wood joist/Truss 80 30.0 0.0 0.033 0.033 3 3 Basement Wall: Solid Concrete or Masonry Wall height: 5.0' 83 0.0 12.0 0.056 0.050 5 4 Depth below grade: 5.0' Insulation depth: 5.0' Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 1 of10 Compllance 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 2020 NYStretch-2018 IECC requirements In REScheck Version : REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web C�(J Inspection Checklist Energy Code: 2020 NYStretch - 2018 IECC Requirements: 89.0% 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value ' ssumptions • ❑0om 11es�.._ _. .Requirement_...._�,........ .__-_ Comp es. Comments &Re D1 _ .. . Value.... _ . ._., ._ ...........,eo 103.1, Construction drawings and p will be met. 103.2 documentation demonstrate []Does Not [PR1]1 energy code compliance for the []Not Observable „ho building envelope.Thermal []Not Applicable envelope represented on construction documents. 103.1, Construction drawings and ❑{Complies Requirement will be met. 103.2, documentation demonstrate []Does Not 403.7 energy code compliance for ❑Not Observable [PR311 llghting and mechanical systems. ❑Not Applicable , Systems.serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. ..�,.—He-. ��—�_ .V„-a—tln ......�. �. �... ..a.._..,"g -.... nt will be met 302.1, Heating—and equipment is Heating. Heating;. ❑Complies Requirement I 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tler 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 Conditioned basement wall R- R- ;❑Complies See the Envelope Assemblies [FO4]1 Insulatlon R-value.Where interior R_ R_ ❑Does Not table for values. 1 insulation is used, verification ❑Not Observable may need to occur during Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies Requirement will be met. [FO5]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 [FO6]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable A protective covering is Installed O omplies Requirement will be met. [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 2 controls installed, g _ ... ..,E]Does N� � 403.9 Snow-and Ice-melting system es Requirement will be met. Not m, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 Low Impact(Tier 3) Project Title; Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 4 of10 Section Plans Verified Fleld Verified g /Rough-in Ins pection Value Value Complies? Comments/Assumptions & Re IDi Framin# 402.1.1, Glazing U factor(area-weighted U U f❑Co mplies See the envelope assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, []Not Observable 402.5 [FR2]1 ❑Not Applicable 303.1.3 6-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 'Installed per manufacturer's ❑Does Not instructions.An approved third- ❑Not Observable party will Inspect all components ❑Not Applicable and verify compliance. See section details and guidance from Table R402.4.1.1. ;Fenestration ... 402.413 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 ❑Not Applicable 400 that do not exceed code Ilmlts. _ 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. z ❑ [FR16] sealed at housing/interior finish Does Not and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable -.�� -- _ .......�. .M... _. 403.3.1 Supply and return ducts in attics _.. ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 Inches in diameter and >= R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with ''� � International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. _ _ 4032] additlo s are located a .._... _ _.....[]Does Not qui 403,3 ,Ducts stem m new buildingsand ❑Complies' Requirement will be met. 1 conditioned space in accordance ❑Not Observable with Sections R403.3.7 (1-2). ❑Not Applicable 403,1 with s are sized in D and sections_.. ...... -._�. . ..... ,m... .m, ,,. ........ OCo -- _m....._._...... 403,3.8 ompiles Requirement will be met.. oes Not R403.7-8. ,�� ❑Not Observable ❑Not Applicable 403.3.5 Building cavities are not used as OComplies Requirement will be met. [FR1513 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 5 of10 Section Plans Verified Field Verified 4, Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Re ID�� _........403.3.7 Ducts declared to be within the ❑Com p'lies Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous ❑Not Observable air barrier and within the building ❑Not Applicable thermal envelope, 2) buried within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling Insulation R-value, less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R ,rwLLR- - ❑Complies Requirement will be met. [FR17]2 above 105 QF or chilled fluids ❑Does Not V below 55 QF are insulated to>_R- ❑Not Observable 3' ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. �(FR24]1 piping. ❑Does Not []Not Observable ❑Not Applicable Hot water pipes are insulated to R- R ❑Complies Requirement will be met. [FR18]2 zR-3. []Does Not ❑Not Observable �., !❑Not Applicable 403.5 Energy conservation measures R- R- ❑Complies [FR29]2 for SWH systems follow ❑Does Not guidelines In section R403.5.1-5. ❑Not Observable ❑Not Applicable Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 HI h Im act(Tier 1) f 2 Medium Im act(Tier 2) �3 ,Low Im act Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 6 of10 Section Plans Verified Field Verified Com Iles? Comments/Assum tions # Insulation Inspection Value Value p p 03.E ID... __ ❑ P _W 03...1 All installed insulation is labeled ❑Com lies Requirement� ��will be met. [IN13]2 or the installed R values Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor, or floor framing cavity insulation is In ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. _ 402.1.1, Wall insulation R-value. If this is a R- ; �❑Complies r te theable fowalues e As semblies 402.2.5, 'mass wall with at least l/Z of the Wood ❑ Wood ❑Does Not 402.2.E wall Insulation I tlon on the wall ❑❑ Mass Mass Not Observable rvab le [IN3]1 exterior,the exterior Insulation Steel ❑ Steel ❑Not Applicable requirement applies (FR10). [IN4] Wall insulation Is installed per � ❑Complies Requirement will be met. 1 manufacturer's instructions. []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2)� Low Impact )3(Tier _ier 3. Project Title: Schneider Ruch Lane Report date: 0 /08/24 of10 Data filename; Page 7 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 02,1,1'D Ceiling insulation R value R R ❑DompNot Se � See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood table for values, 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402,M E]Not Applicable [Fill' pp 303.1.1.1, 'Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. []Does Not [F12]1 Blown Insulation marked every []Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable nComplies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not App Hcable 02,2 4 Attic access hatch and door R- R ❑Complies Requirement will be met. 1311 Insulation zR-value of the ❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4,1.2 Blower door test p 50 Pa. <=5 ACH 50 = ACH 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 are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [F127]1 determine air leakage with ftz ft2 ❑Does Not either: Rough-in test:Total []Not Observable leakage measured with a ❑Not Applicable pressure differential of 0.1 Inch 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 Duct tightness enclosure. 403.3,4 � . . ..._��_..�. _____��.�....._.�_�,�..�.� .��..._.._....... _. 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 ❑Not Observable handier Q 25 Pa, For rough-in tests, verification may need to ❑Not Applicable occur during Framing inspect LOQn 403.3.2,1 Air handier leakage designated ❑'Complies Requirement will be met.. (FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow, ❑Not Observable ❑Not Applicable _ 403. In stalled Programmable tailed fothermosta control of primary � ODoes Not _ Requirement will be met. heating and cooling systems and ❑Not Observable Initially set by manufacturer to ❑Not Applicable code specifications. 403.1.2 Heat pump thermostat Installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ) _ ❑Not Applicable Medlim mpact (Tier 2) TT 3 Low Impact(Tier 3)1 H IghImP act Ter 1 2 ... Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions I RS 1 All mechanical ventIlatlon andslisted ,. ._.... .�_m..,,.. ... .... .m.... µ l❑Does Not OComplies Requirement will be met. - rt [ l fans not P HVAC equipment meet efficacy and air flow Ilmlts per Table [-]Not Observable R403,6.1, []Not Applicable .......w .... 403.2 Hot water boilers supplying heat []Complies 'Requirement will be met. [FI26]2 through one-or two-plpe heating ❑Does Not systems have outdoor setback []Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature, 403.5,1.1 Heated water circulation systems ❑Complies Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply 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 ❑Complies Requirement will be met. [F129]2 comply with IEEE 515,1 or UL ❑Does Not 515. Controls automatically []Not Observable adjust the energy Input to the heat tracing to maintain the ❑Not Applicable i t des ired water temperature n th e Piping 403.5,2 Demand recirculation water ❑Complies Requirement will be met. [F130]2 systems have controls that []Does Not manage operation of the pump []Not Observable and limit the temperature of the water entering the cold water []Not Applicable piping to — 1049F. ... .�... [0315]4 Drain f ater percent efficiency i OComplies Requirement will be met. Does Not installed for equal flow or>=52 ❑Not Observable percent efficiency If installed for unequal flow.Vertical drain water ❑Not Applicable heat recovery units comply with CSA B55.2 and tested and labeled in accordance with CSA B55,1. Potable water-side pressure loss of draln water heat recovery units are < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units are < 2 psi for individual units connected to _ three or more showers, 404.1 90/°or more... .e....�-...�...-,W .� a�,n ......... .. ... M .A, ._,.,...� ° of permanent ❑Complies Requirement will be met. [FI6]1 :fixtures have lamps with an ❑Does Not efficacy>=65 lumans/watt or []Not Observable have a total luminaire efficacy [Not Applicable >= 45 lumens/watt, ;_ 404.2 Detached one and two-family [Complies [F135]1 dwellings and townhouses where []Does Not the conditioned space Is > 1,400 ❑Not Observable sf comply with the requirements ❑Not Applicable 'of Appendix RA, 1 High Impact(Tier 1) 2 Medium Impact(Tier 25 3 Low Impact (Tie Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename; Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions & Re >,II«) 404.3 One or two-family dwellings ..p W ,...�..g._.. . ...� . ._m.pYw ...... ........� _�._. .._.� ......._�...-... ._M�..._�_......e ,-...._ ....._._�._.. ...._ ..... s and ❑Complies [FI36]1 townhouses with parking area ❑Does Not provided on the building site shall []Not Observable have a 208/240V 40-amp outlet for each dwelling unit or panel ❑Not Applicable capacity and conduit for the future installation of such an outlet. See section details. 404.1.1 Fuel gas lighting systems have []Compiles 'Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies .Requirement will be met, [FI7]2 ❑Does Not []Not Observable ❑Not Applicable 303.3 ....... ..�._.... ............. - Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: cc 1 Hi h Im act(Tier 1) 2 Medium Im act(Tier 2) 3 .Low Impact (Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 10 of10 401 2020 N�YS,tretch Effidency Certificate ® 6 Above-Grade Wall 27.60 Below-Grade Wall 12.00 Floor 30.00 Ceiling / Roof 48.60 Ductwork (unconditioned spaces): Window 0.28 0.27 Door MIMMEMEMOMMEMEMEM Heating System: Cooling System; Water Heater: Name: Date: Comments NEW YORK STATE DEPARTMENTTACONSERVATION Division of Environmental Permits,Region I SUNY C0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JUR] DICTIc N, TIDAL TLA DS ,ACT t N T110MC T'I N CP ' S'SIBLE ENDANGERED SPEC#E S ACT JIJII.SDICTIN. January 25, 2024 Donald J. & Pamela E. Schneider 258 Ferry Road Sag Harbor, NY, 11963 Re: Application #1-4738-04993/00001 Schneider Property: 890 Ruch Lane SCTM# 1000-52-2-31 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 11' contour, which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by Peconic Surveyors, P.C., last revised July 6, 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. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myotis septeet oeelis'), a species listed as "endangered" by both New York State and the LDS Fish & Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the "take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or yORK Department artmen of rare Environmental conservation threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL §11-535. In order to avoid an Endangered Species "take," no tree cutting activities may be conducted at the project site between the dates of March 1 and November 30 of any calendar year, If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. 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 municipalities. Sincerely, Sherri Aicher Regional Permit Administrator cc; En-Consultants BMHP File ADDRESS� 890 RUCK LANE, SOU7N0[D SURVEY OF PROPERTY AT MOMOQUE TOWN RO�'ASOUTHOLD SUFFOLK COUNTY, N.Y. 1000-52--02-31 SCALE 1=20' Z OCTOW R 6, 2009 F' MAY 5, 2014 (W?77F7CA 77ON ADDED) Py DECEMBER 29, 2022 (SURVEY dt SEPIIC LOC.) MARCH 30, 2023 (LOT COVC &ADD DIMENSIONS) JULY 06 202J(CONTOURS, WE7LAND FLAGS) LOT COVARAOS CALCULATIONS �r l HOUSE= 10633 SD FT A DECK 1= 1 SO FT DECK 2=1I9.91 SO F Fof T DECK 3-727 SD FT o r� " DECK 4-622 SO FT DECKS TOTAL=34&6 SO FT ems. TOTAL HOUSE d DECKS-1409 SO FT TOTAL B1NIDABLE LAND-7354 SO 1T (LANDWARD OF TEAL t1ETLANDS BOUNDARY) 140917354-a 192 LOT COVERAGE-19T F „7 , Ae KEY O =RmAR ` 13at ® = xTLL € � =STAKE �, Certified To TEST HUE IL � Donald E Schneider Pamela Schneider ®PIPE y S4 , ■ =MONUMENT ' - VETLAND FLAG Z_ - 7 cQi-U71LTY POLE Aw� - -HYDRANT - 77dat weUand,boundary, as dellneoted by En-Consultants Atay 9,2023 UC. NO. 051132-0 N Y S LTC NO. 4961 ELEYAl/ONS AAE1 COINTDIAR ONES � �ARE RMMENCED 70 NA LID 'do DATUM P'C ww�ww ��++�� R . ANy ALT d7XN AtKV=N TO DOS WY tS A 1 s (531) 765-5020 FAX(6JI) 765-1797 !'i1�I'1-7197 t7V, r 1. OF SEGNON 724O 7W W S'{ATE PM LAW, j7CC tfcsurvv pt1m llt.net �� 1' T AS PER SECIm Dt A01V 2 ALL CERMICAMVS TO M LM ROMwRER"ows T AMP ND SEAL T7 d 12 0 MAAWLL9ER STR&U ►HOSE.WMMIRE APPEARS HEREON SOWHOLL_; MY 11971 09-199 r BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10546 DATE: FR ERUARY 141 2024 ISSUED TO: DONALD J.& PAMELA E.SCHNEIDER PROPERTY ADDRESS: 890 RUCH LANE SOUTHOLD SCTM# 1.000-52-2- 1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the'Board of Trustees adopted at the meeting held on Febru 1.4 a 2024,and in consideration of application fee in the suns of S 42 ,00 paid by t nald J. Parnelir E.Schneider.and subject to the Terms and Conditions as stated in the Resolution,the Southold Town B oard of Trustees authorires and permits the following: Wetland Permit to construct a 6.5'x.11.5'once-story addition onto existing 1,06 s .ft,one-story' � dwelling;construct a 410' wood stoop and a 41x.4' bluestone pathway in plaice of existing 62,2sq.ft.deck,stairs and walkway;construct 121.5s ,ft.raised wood deck with 41x6'steps in place of existing 72.7sq..ft.deck and steps; and to reconstruct in-place existing 119.lsq.ft.raised deck; replace existing septic system with new UA sanitary system located landward of dwelling; install a stormwater drainage system; and to establish and perpetually maintain a 15'wide non-turf buffer with native vegetation along the landward side of the top of bank with a 4' wade cleared access pathway; all as depicted on the site plan,prepared by Maresca& Associates, Consulting Engineers,last dated February 12,2024,and stamped approved on February 14, ' 2024. n: IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these s' presents to be subscribed by a majority of the said Board as of the da and year rst above written, } %Uf P POSPISIL & BROVvrN ARCHITECTS, P.C. .............. ........... ......... ....................................... ..... ...........-- -----------................................................................. ............................... ........... ..................... 141 HAMPTON ROAD SOUTHAMPTON, N.Y. 11968 TELEPHONE: 631-283-3465 FAX: 631-283-3593 May 8, 2024 Mr. Mike Verity, Southold Town Chief Building Inspector Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Building Permit application for 890 Ruch Lane Southold, NY SCTM#1000-52-02-31 Dear Mr.Verity, The property for the attached building permit application is on Hashamomuck Pond and as such, the proposed project was heard before the Town of Southold Board of Trustrees. Our application was approved back on February 14, 2024, but as of today we still have not received the written permit. I am including the minutes from that meeting with the building permit application package in hopes that it will allow you to review and process the building permit, knowing that the actual wetlands permit is forthcoming. We greatly appreciate your consideration on this matter. Sincerely, ,6ameLa H Pos 'isil 7 1 a Glenn Goldsmith,President ri S Town Hall Annex 64375 Route 25 A.Nicholas Krupaki,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 766-1892 Elizabeth Peeples ,� Fax(631) 766-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Minutes Wednesday, February 14, 2024 5:30 PM Present Were: Glenn Goldsmith, President A. Nicholas Krupski, Trustee Eric Sepenoski, Trustee Liz Gillooly, Trustee Elizabeth Peeples, Trustee Elizabeth Cantrell, Administrative Assistant Lori Hulse, Board Counsel CALL MEETING TO ORDER PLEDGE OF ALLEGIANCE TRUSTEE GOLDSMITH: All right, good evening, and welcome to our Valentine's Day, Wednesday, February 14th, 2024 meeting. At this time I would like to call the meeting to order and ask that you please stand for the pledge of allegiance. (Pledge of allegiance is recited) . TRUSTEE GOLDSMITH: We'll start off the meeting by announcing the people on the dais. To my left we have Trustee Krupski, Trustee Sepenoski, Trustee Gillooly and Trustee Peeples. To my right we have the Attorney to the Trustees Lori Hulse, and we have Administrative Assistant Elizabeth Cantrell. And with the CAC we have Shannon Wright. Agendas for tonight's meeting are out in the hall and posted on the Town's website. We do have a number of postponements tonight. Postponements are in the agenda on page six, under Amendments, Number 1, Michael Kimack on behalf of CAROLINE TOSCANO requests an Amendment to Wetland Permit #10281 to establish a 4' wide by 10' long path through the Non-Turf Buffer area leading to (and over the established Buffer areas) , a proposed raised 4 ' wide by 80' long catwalk with 4' wide staircase to ground at landward end leading to a 41x46' catwalk to a 31x12' aluminum ramp to an 18.7'x6' floating dock with a 21x4'bump-out for ramp situated in an "L" configuration and secured by two sets of two (2) dauphin F Board of Trustees 22 February 14,2024 TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE GOLDSMITH: I make a motion to approve this application as submitted. TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE KRUPSKI: Number 4, En-Consultants on behalf of DONALD J. & PAMELA E. SCH EIDER requests a Wetland Permit to construct a 6.5'xll.5' one-story addition onto existing 1,063sq.ft. One-story dwelling; construct a 41x7' wood stoop and a 41x4' bluestone pathway in place of existing 62.2sq.ft. Deck, stairs and walkway; construct 121.5sq.ft. Raised wood deck with 4'x6' steps in place of existing 72.7sq.ft. Deck and steps; and to reconstruct in-place existing 119.1sq.ft. Raised deck; replace existing septic system with new I/A sanitary system located landward of dwelling; install a stormwater drainage system; and to establish and perpetually maintain a 10' wide non-turf buffer with native vegetation along the landward side of the top of bank. Located: 890 Ruch Lane, Southold. SCTM# 1000-52-2-31 The Trustees visited the property on the 7th of February and noted that a 15-foot non-turf buffer, vegetated buffer, would be recommended, given the slope and the location. The LWRP coordinator found this to be consistent. And the Conservation Advisory Council resolved to support this application. Is there anyone here that wishes to speak regarding this application? MR. HERRMANN: Yes, Rob Herrmann of En-Consultants, on behalf of the applicant. The applicant, the homeowner, Pam Schneider, is also here. It is a reasonably straightforward application for a small addition in the front, and deck addition and reconfiguration in the rear. It was the Board's recommendation to increase what we had proposed as a ten-foot non-turf buffer to a 15-foot non-turf buffer. We have been able to revise the plans to accommodate the Hoard's request, and I'll submit now two copies of a sealed site plan from Maresca & Associates Consulting Engineers last dated February 12th, 2024, which shows a 15-foot vegetated non-turf buffer and a four-foot wide access path to be maintained as a cleared access to the approximate center point of the existing platform at the top of the stairs. And that note regarding the width of the buffer to be planted is kind of on the right-hand side of the depicted buffer. TRUSTEE KRUPSKI: And there are no other changes that have been made tp the plans aside from the buffer? MR. HERRMANN: Correct. Well, I shouldn't say that. There are a Board of Trustees 23 February 14,2024 couple of minor design details to the sanitary system that' s located outside the Board's jurisdiction, just pursuant to a couple of comments from the Health Department. But they should not affect this Board. TRUSTEE KRUPSKI: Thank you. Is there anyone else here that wishes to speak regarding this application? Or any additional comments from the members of the Board? TRUSTEE SEPENOSKI: Appreciate meeting with you in the field and the thorough going-over of the project. You answered all our questions and presented detailed, carefully drawn plans that are ready to go. MR. HERRMANN: Thank you. TRUSTEE KRUPSKI: Hearing no additional comments, I make a motion to close the hearing. TRUSTEE GILLOOLY: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE KRUPSKI: I make a motion to approve this application based on the plans stamped received by the office February 14th, 2024. TRUSTEE GOLDSMITH: Second. All in favor? (ALL AYES) . MR. HERRMANN: Thank you. TRUSTEE GOLDSMITH: Thank you. TRUSTEE SEPENOSKI: Number 5, Clay Coffey & Margot Coffey on behalf of MARK & LISA bXMIFIORE requests a Wetland Permit for the existing 1,971sq.ft. One story, single family dwelling; construct a 416sq.ft. Addition onto the landward side of the dwelling; construct a 997sq.ft. Second story addition; new roofing and siding; existing 600sq.ft. Ground floor seaward side deck to be reconstructed and reduced to a proposed 517sq.ft. (18. 6'x24.81 ) deck with a t2'x24.8' trellis; construct a 3.61xll. 8 ' front entry; construct a 2'x5.8' mudroom entry; construct a 6.51x39' second story deck within the footprint of the first floor; ; abandon existing septic system and install a proposed I/A OWTS septic system landward of dwelling; abandon existing well and install public water line; install gutters to leaders to drywells; outdoor lighting to be Dark Sky compliant; install staked hay bales and silt fencing prior to and during construction; and to establish and perpetually maintain the existing 2, 740sq.ft. Vegetated bank as a non-turf buffer area. Located: 4452 Great Peconic Bay Boulevard, Laurel SCTM# 1000-128-4-22.2 The Trustees visited the site on the 7th of February and our notes from that visit read: Increased non-turf buffer from top of bank. The LWRP coordinator found this project to be consistent and also recommended maximizing a vegetated buffer landward of ADDRESS. 890 RUCK! LANE, SOUTHOLD SURVEY OF PROPERTY 'p, 10 A T ARS1 A MOMOOVE TOWN OP SO UTHOLD C'` - SUFFOLK COUNTY, N. Y. 1000--52-02-31 � SCALE.- '1;E. 1'--20 OCTO&ER 6 2009 • MAY 5, 2014 (CER77FICA 77ON ADDED) DECEMBER 29, 2022 (SURVEY & SEP77C LOC.) MARCH 30, 2023 (LOT COVG. & ADD DIMENSIONS) 4Y • JULY 06 2023 (CONTOURS, WE77-AND FLAGS) LOT COVERAGE CALCULATIONS 10 HOUSE = 1063.3 SQ FTC` DECK 1 = 91.6 SQ FT r QY DECK 2 = 119.1 SQ FT �C A ,Cx DECK 3 = 72.7 SQ FT DECK 4 = 62.2 SQ FT DECKS TOTAL = 345.6 SQ FT 17 1g` - TOTAL HOUSE & DECKS = 1409 SO FT TOTAL BUILDABLE LAND= 7354 SQ FT - (ANDWARD OF 77DAL WETLANDS BOUNDARY) 5 �, 1409/7354= 0.192 0 LOT COVERAGE = 197. tb KEY . Os = REBAR - 3 0\ wM ® = WELL .1 4 �\ ''° .. s = STAKE � Certified To = TEST HOLE . , Donald J Schneider ,, 4' iy f = PIPE Pam ela E Schneider T = MONUMENT ` = WETLAND FLAG = U77UTY POLE iw = HYDRANT Trdal wetlands boundary, as delineated by En—Consultants, May 9, 2023 Y.S. L/C. NO. 051132-0 LEVA77ONS AND CONTOUR LINES Sj a N Y c I Ir AIn dOR1 POSPISIL & BROWN R U C H L A N E ARCHITECTS, P.C. Edge of Pavement www.pospisilbrown.com Property Line _ _ 141 Hampton Road T:631.283.3465 U Southampton,NY. 11968 F: 631.283.3593 Q J : Exi5tin utilt L Exlstin g i Y 9 pole (to remain) water meter S_ (to remain) p ' L Project Name: New Driveway N Schneider Residence • � m :F-Edge of exist Walkway to be removed I 890 Ruch Lane Southold, New York 35-0" Front Yard Principle Building Setback Ex15ting outdoor G _N shower (to remain) New walkway1 I71--'LN ',i D ,\I\ U \i I J U L 1 8 2024 l '\� �. BUILDING DEPT. :� TOWN rF;OL"ITOI Existing stoop (to remain) i I 1, \\'EXISTI \ -lr ," `7 STO RY..H Existing A/C --- unit (to remain) 1 (t0 REIN \ Existing basement OK access (to remain) (' ' — 7- P Y F AM U I TO REMAIN CLOSED CELLS RA O EXISTING INSULATION MIN. R-42 TOTAL .................................................................................... ........................................................................................ ............................................................................................ ............................................................................................... . ..........: ADDITION @ I � Exist. Deck i m to remain I ExIst. Deck I t remain_ o In ( ) TO REMAIN EXISTING I a� -- v U I 3- BATT INSULATION - 73 2 i L MIN. R-21 ADDITION ET u� I L EXISTINGTO REMAIN BATT INSULATION (MIN. R-30) @ ADDITION O �I O c Property of: Donald J Schneider i � I THERMAL ENVELOPE (Lookin6jWe,5t) Pamela E Schneider Existing cesspool - 2 Situate: cover (to remain) Town of Southold Suffolk County, New York Area: 7,987 S.F. Date: Permit Set 7-17-24 SCTM No.: Ex15t. Deck Note: Ex15tin6j wood I (to remain) Top Of Bank ( THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 1000-5 2-02-3 1 5tair5 (to remain) POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE Vent Thru USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS Roof Zoning D i 5tri ct: PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& EXIStin BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS R-40 (Residential) g WOOd AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER 13" stairs (to remain) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL I TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE 1 Survey Provided By: I BOtt I COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN 1 J tom Of Bank WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. Peconic Surveyors, P.C. COPYRIGHT2023. ALL RIGHTS RESERVED. 2" 13" 2" P.O. Box 009 0 ----------i----------- L I ,t>: aR T r----------------r-----------------------1--------T•— I T-------"i--------- Seal: 1 I I 230 Traveler Street ° O ch Southold �F' I i ' N.Y. 1 197 1 NpLMESA Cj A4 P O can !yt FIRST DW W I �`Tte LI Q FLOOR I X u � 3 „ a w W Z Z DRAWING L15T � 3n 1 C.O. s 018'4 ritchen �- (Existing to Remain) Hall Bath New Bath Tq�F �Q OF NE (Exl5tmg to Remain) A-0 SITE PLAN House A-O. I TYPICAL DETAILS Af 0 0Drawing Name: C.O. 4' Trap A-0.2 TYPICAL NOTES To Approved 5anitary5y5tem F-I FOUNDATION PLAN SITE PLAN BUILDING A-1 FIRST FLOOR PLAN t WINDOW SCHEDULE P 0 Ar Q UE DEPARTMENT INFORMATION A-2 EXTER.IOR ELEVATIONS t BUILDING SECTIONS A-3 TYPICAL WALL SECTION @ ADDITION 5-1 FRAMING PLANS Drawing Number: SCHEMATIC PLUMBING RISER D I AG IMAM Scale: Not to scale E-I ELECTRICAL PLAN CD SITE PLAN Scale: i n _ I '-0" 0 10 — RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASD) UPLIFT CONNECTIONS(IF APPLICABLE) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAIL AT DECK(IF APPLICABLE) (POUNDS PER CONNECTION) SIMPSON STRONG TIE RAFTER CONNECTOR— SIMPSON STRONG TIE RAFTER CONNECTOR Refer to table R 802.11 of the I.R.C.2018 SIMPSON HOLDDOWN 4 MIN.DISTANCE RIDGE 12° HDU4SDS2.5 POSPISIL & BROWN RIDGE 2-16d COMMON MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B E);POSURE B 12" NAILS 6'O.C. CARRIAGE BOLTS LARGER THAN 1 1!2" 1Y"HOLE MAYBE CUT Ultimate Design Wind Speed V ult MPH FOR F�L LENGTH NO FIELD CUT ANYWHERE IN WEB OUT- RAFTER ( )(MPH) RAFTER OF STUD HOLES IN IN CANTILEVER RAFTER --(2)2X GIRDER HATCHED ZONES ARCHITECTS P. C. RAFTER OR ROOF SPAN 120 130 140 o SIDE OF HATCHED ZONE DO NOT CUT OR TRUSS SPAN (feet) ROOF PITCH ROOF PITCH ROOF PITCH o ° ° BLOCKING @ 6" ❑ O °° ❑ Q 6„ NOTCH FLANGE. 0 0 • ENDWALL <5:12 >5:12 <5:12 >5:12 <5:12 >5:12 ° ° o WOOD POST 6" L1 2 X D1 D1 L2 2 X L2 D2 12 93 85 126 117 162 150 MINIMUM MINIMUM 18 118 108 162 149 209 194 '°" OSTANCHOR (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS 24 161 145 193 203 287 266 Lsu HDU4-SSIMPSON HOLDDOWN REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN HDU4SDS2.5 KNOCKOUTS) www.pospisilbrown.com 28 161 145 222 203 287 266 16"O.C. TABLE A-END SUPPORT CANTILEVER REINFORCEMENT. 141 Hampton Road T:631.283.3465 32 178 160 246 226 319 295 STRUCTURALRIDGEBEAM Southampton,NY. 11968 F:631.283,3593 DETAIL RIDGE BOARD DETAIL CATHEDRAL CEILING ' �• CONCRETE PIER MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT 36 194 176 27D 247 351 325 DETAIL HOLD DOWN CONNECTION BETWEEN FLOORS SCALE:NOT TO SCALESCALE:NOT TO SCALE JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 42 221 198 306 281 399 370 SIMPSON STRONG-TIE ITEM:CS20 OR LSTA 15 SIMPSON STRONG-TIE LSU SERIES SCALE:NOT TO SCALE DEPTH 2" 3" 4" 5" 6%" 7" 8%' 11" 13" 2" 1 3" 4" 5" 1 6%" 7" 87%' 11" 1 13" LSU26-2x6 DETAIL TYPICAL DECK RAILING/POST ANCHOR 1'6" 2'6" 3'6" 5'-0" 5'6" 9%" 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 48 246 221 343 314 447 414 PROVIDE MO WITH PROVIDE - C 20 O 2x12 11%" 560 1'-0" 1'-0" 1'-6" T-0" 6-0" 6-6" 8'-0" V-0" 2'-0" 3'-6" 6-0" T-0" T-6" 8'-0" Project Name: PROVIDE CD C M LSTA 15 SCALE:NOT TO SCALE 14" 560 V-0" V-0" V-0" V-0" 2'-6" T-0" 6'-0" 9'-0" 1'-0^ V-0" 1'6" 3'6" 6'6" T-0" 9'0" 10'0" (5)8D COMMON NAILS @EACH SIDE. WITH(7)10D COMMON NAILS SIMPSON HOLDDOWN (2)16D COMMON NAILS PROVIDE @ EA.RAFTER PROVIDE @ EA/RAFTER HDU4-SDS2.5 @ 6"O.C.OF STUD FOR FULL LENGTH ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS WOODBEAM 16" 560 1'-0" 1'0" 1'-0" 1'-0" 1'-0" 1'-0" 3-0" 67 10'-0" T-0" V-0" V-0" T-T 6-0" 6'0" 0%0" 11'-0" Refer to table R 301.7 of the I.R.C.2018 Refer to table R 301.5 of the I.R.C.2018 STRUCTURAL MEMBER SIZE AS BC COLUMN CAP TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT ° Schneider Residence ALLOWABLE USE LIVE LOAD DEAD LOAD SIZE AS REQ. DEFLECTION MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT Attics without storage 10 PSF 10 PSF wood POST Rafters having slopes greater than 3:12 with finished ceiling U180 Attics with storage 20 PSF 10 PSF JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE BLOCKING@ENDWALL TJI® 890 Ruch Lane no attached to rafters Attics 30 PSF 10 PSF DEPTH T 3" 4" 5" 6%" 7" 8%' 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" a'• 9 2 2'-W 3'-0" 6-6" 5'-0" 8'-0" T-6" 3'-0" 6-6" T-6" 7'6" Southold, New York 3'-0 4'-0" 5'6" 6'6" 9'-0" 3'0" 4'6" 5'6" T-6" 8'0" Interior walls and partitions H/180 Balconies&decks 40 PSF 10 PSF n FOUNDATION WALL 7 ' 1'-6" 3'0" 4'-6" e-6" 8'-0" 8'-6" 12'-0" 3'0" 4'6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" Floors U360 Guards and handrails 200 PSF 10 PSF ° WOOD Posr 0 1. 560 V-0" V-0" V-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'0" 5'0" 7'-0" 10'-0" 11'-0" 13'6" 15'-0" Ceilings with brittle finishes(including plaster&stucco) U360 Rooms other than sleeping rooms 40 PSF 10 PSF ° DIA.ANCHOR ROD(ASTM A36) 0 560 1'-0" T-0" V-0" V-0" 2'-6" 3'6" 7'-0" 11'-0^ 15'0" 1'-0" 1'0" 3'6" 5'6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" DRILL AND SET INTO TOP OF 7 MIN SIDE COVER Ceilings with flexible finishes(including gypsum board) U240 Sleeping rooms 30 PSF 10 PSF FOUNDATION WALL RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. HILT(HY200 ADHESIVE SYSTEM OR HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. All other structural members U240 Stairs 40 PSF 10 PSF EQUIVALENT,6•EMBEDMENT,MAINTAIN c KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. IMPSON STRONG TIE C MIN.TO EDGE of CONC. COLUMSIMPSON PBS •.p: ° FOR SIMPLE SPAN 5'MINIMUM,UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND Exterior walls-wind loads with plaster or stucco H/360 Roof loads(Adjustments per table R301.6) 20 PSF 20 PSF HURRICANE CORNER HOLD DOWN-OPTION COLUMN BASE ~ ` ( ) TIE MODEL NO.H2.5A SIZE AS REQ �:.4: + HOLE MAYBE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. Exterior walls wind loads with other brittle finishes H/240 Garages 50 PSF 50 PSF @EA.RAFTER SIMPSON STRONG-TIE ITEM:HDU4-SDS2 5 : ,"° PROVIDE @ EA.OUTSIDE ExrERIOR WALL CORNER(SEE PLANS) DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT(LEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD Exterior walls wind loads with fl6xible finishes H/120 SIMPSON STRONG-TIE ITEM:H2.5A MODELSIMPSON R RAFTER E ITEM:LSSU SERIES CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. - MODEL PER RAFTER SIZE Lintels supporting masonry veneer walls U600 PROVIDE @ EA.RAFTER PROVIDE @ EA.RAFTER DETAIL CORNER HOLD DOWN-OPTION DETAIL 7 TYPICAL PORCH BEAM/COLUMN ANCHORS ALLOWABLE HOLES - TJI®JOISTS DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE SCALE:NOT TO SCALE FASTENING SCHEDULE SCALE:NOT TO SCALE SCALE:NOT TO SCALE p}bearing plate bysimpson Refer to table R 602.31 of the I.R.C.2018 IMPSON STRONG TI SIMPSON DTT2Z ( ) WITH IYI'OGALV. HURRICANE "tread rod THREADED ROD WITH Description of Building Element Number&Type of Fastener Spacing and Location TIE MODEL NO.H2A NUTS AND WASHERS FLOOR SHEATHING NAILED @EA.RAFTER min.edge distance (INSTALL AT EVERY s MAX.O.C.TO JOIST WITH MICROLLAM®LVL 2 X DIAMETER OF THE NOTES: OTHER DECK JOIST) HOLDDOWN AND PARALLAMO LARGEST HOLE 3 DEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. ROOF FRAMING A34 ouble 2 x min. PSL HOLE ZONE (MINIMUM) 2. ROUND HOLES ONLY A34 for header or beam 3. NO HOLES IN CANTILEVERS. 1 Blocking between ceiling joists or rafters to top plate 3-8d common toe nail 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 2 Ceiling Joists and top plate 3 8d common per joist,toe nail d 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN MT530 3 Ceiling joist bit attached to parallel rafter,laps over partitions 3-16d common face nail MTS30 ILLUSTRATIONS AND TABLES. cnw}coupler nut bysimpson 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE 4 Ceiling joist attched o parallel rafter(heel joint) 4-16d common face nail(refer to table Re02.5.1(9)of the I.R.c.2o,5 min.end distance DECK JOIST STRUCTURAL ENGINEER. 5 Collar tie to rafter,face nail or 14"x 20 ga.ridge strap to rafter 3 10d common face nail,each rafter LOORJOIST MICROLLAM LVL AND PSL PARALLAM HEADER MAXIMUM ROUND 6 Rafter or roof truss to late (SOLID 2X JOIST OR 2X U3 ALLOWED HOLE ZONE U3 DEPTH HOLE SIZE p 3-10d common 2 toe nails n one side&1 toe nail on each side o, SIMPSON LUS BLOCKING) DETAIL MN CONNECTION HANGER 1/3MIDDL N 4%7 1" Roof rafters to ridge,valley or hip rafters 3-16d common toe nail 5Y" 1 Y4" SCALE:NOT TO SCALE �--2X12 P.T.LEDGER WITH or roof rafters to in.2"ridge beam 2-16d common end nail 5/8•THROUGH BOLTS @ 7y"t0 20" 2" SEE ILLUSTRATION FOR RAFTER CONNECTION TO RAFTER CONNECTION TO 16'O.C.STAGGERED DETAIL TOP PLATES&STUD WALL DETAIL TOP PLATES&STUD WALL(w/HEADER) CONTINUOUS FLASHIN WALL FRAMING (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO ALLOWED HOLE ZONE SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE A 1/4'MIN.SEPARATION FROM THE BUILDING) 8 Stud to stud(not braced) 16d common 24"ocfacenail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM:9 Stud to stud and abutting studs at intersecting wall comers ILEVEL LVL PENETRATION SCHEDULE AND DETAIL A3418GA 1-7116'x2-117 A3418GA 1-7/16'x2-1/2" DETAIL rners(at braced wall panels) 16d common 16"oc face nail USE 8-W-PLACE @ 16.O.C. USE 8-81)-PLACE @ 16"O.C. ° TYPICAL DECK JOIST TO BUILDING 10 Built-up header(2"to 2"header with�spacer) 16d common 16"oc face nail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE DETAIL NOT TO SCALE TIE ITEM: C520 � , MTS3016GA 30'LONG MTS3016GA 30'LONG ° SCALE:NOT TO SCALE 11 Continuous header to stud 4-8d common toe nail USE 7-10D NAILS TO RAFTERS USE 7-10D NAILS TO RAFTERS ° USE 3-8D NAILS MIN.TO PLATES USE 3-81)NAILS MIN TO PLATES 7•MINI UM 12 Top plate to top plate 16d common 16"oc face nail USE 7-10D NAILS TO STUDS USE 7-101)NAILS TO STUDS 13 Double top plate splice for SDCs A-D2 with seismic braced wall line spacing<25' 8-16d common face nab (3)LVL 8" 16"on each side(min.24'lap splice each side of end joint) USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE LTP4 5/8"0 A307 BOLTS 14 Bottom late to joist,rim joist or blocking(not at braced wall panels) 16d common 16"oc face nail THE CODE REQUIRED MINIMUM CENTER TO ° N ° /// �— 15 Bottom late to joist,rim joist or blocking(at braced wall panels) 2-16d common 2 each 16"oc face nail CENTER SPACING FOR NAILS T- 4-8d common toe nail 16 Top or bottom plate to stud — 2-16d common end nail MTS30 AT RAFTER SIMPSON STRONG-TIE ITEM CS20,LTP4 SIMPSON STRONG-TIE ITEM LBPS ACZ 17 Top plates,laps at corners&intersections 216d common face nail iv — MIN.1 TO HEADERS BY 18 1"brace to each stud and late 'SIMPSON STRONG TIE' PROVIDE CS20 X 24'.USE 9-100 NAILS @ STUD&9-tOD INSTALL 5/8"DIA.BOLTS: p 2-8d common face nail LTP4 NAILS @ BOX&PLATE @ EVERY STUD 2 STORY:48"O.C.PER IRC 2015 R403.1.6 UNO 6" 19 1"x6"sheathing to each bearing 2 8d common face nail WITHIN 12'FROM END PLATE SIMPSON STRONG-TIE ITEM:ACZ COUNTERSINK BOLTS LTP4 20GA.3"x 4-1/2' CL AR PROVIDE LTP4 20 GA.3"X41/2'LATERAL TIE PLATES, (MIN.2 PER PLATE) (2)FLITCH PLATES 20 1"x8"sheathing and wider sheathing to each bearing 3-8d common face nail LATERAL TIE PLATES CS20 SPAN C T USE 6-8D X 1 112"NAILS IN PLATE&6-8D X 1 1/2•NAILS USE 12-8d x 1-1/2'NAILS LENGT INTO BOX FLOOR FRAMING (6 NAILS INTO PLATE, DETAIL POST&BEAM CONNECTION 6 NAILS INTO BOX DETAIL DBL.SILL PLATE TO FLOOR To STUD DETAIL SILL PLATE TO FOUNDATION 21 Joist t0 sill,top late or girder 3 8d common toe nail SCALE:NOT TO SCALE SCALE:NOT TO SCALE PLACE@32"O.C. MIN.12" SCALE:NOT TO SCALE FLITCH BEAM DETAILS (IF APPLICABLE) PROVIDE MINIMUM 7/8' 22 Rim joists,band joists,or blocking to sill or top plate 8d common 6"oc toe nail END DISTANCE NOT TO SCALE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END 23 1"x 6"subfloor or less to each joists 2-8d common face nail HANGER CONNECTION DETAILS(IF APPLICABLE) DETAIL FLOOR TO FLOOR CONNECTION DETAIL EXTERIOR HEADER TIE DETAIL 24 2"subfloor to joist or girder 2-16d common blind and face nail SAW LUMBER ENGINEER WOOD JOISTS 25 2"planks(plank&beam-floor&roof) 2-16d common at each bearing,face nail SCALE:NOT TO SCALE SCALE:NOT TO SCALE 2•MINIMUM L ) 26 Band or rim joist to joist SIMPSON STRONG-TIE ITEM:CS20 20 GA. SIDECOVER (2)SIMPSON LSTA 21 (2)SIMPSON LSTA 21 1 1 3-16d common each nail 20 GA.38-L(PLACE @ 16•D.C.) 1-1/4•W x 21"L o STRAPS STRAPS 20d common nail each layer:32"oc at top&bottom&staggered CLEAR SPAN+24" (1)@ SPANS LESS THAN 6'-0'w/161OD NAILS �° o 27 Built-up girders and beams,2"lumber layers USE 9-10D NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 6-0-&LESS Y 2 20d common face nail at ends&at each splice TOTAL OF 18-1 OD NAILS THAN 12'-0•w/1610D NAILS �� Date: P (ADDITIONAL NAILING THRU PLATES&BOX O I Permit Set 7-1 7-24 28 Ledger strip supporting joists or rafters 3-16d common at each joist or rafter,face nail ° A SIMPSON HD5A AT EACH END Note: 29 Bridging to joists 2-10d(TA.128") each end,toe nail °° , ,". OF WALL INCLUDING WINDOW E THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF AND DOOR HEADERS POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE ROOF SHEATHING SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SIMPSON STRONG-TIE ON OTHER PROJECTS OR FOR ADDITIONS TO THIS " " TIE ITEM:HU7 SIMPSON STRONG-TIE ITEM:MIT SIMPSON STRONG-TIE ITEM:AB 2X6 STUD WALL 16"O.C. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& Structural Panels 8d common 6 edge/6 field(use Sd ring shank nails PROVIDE HU7 @ EA.JOIST PROVIDE MIT @ EA.JOIST 15/32 STRUCTURAL I PLYWOOD BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS PANELS INSTALLED VERTICALLY AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER 5 from gable ends&eaves) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE Diagonal Board Sheathing DETAIL FACE MOUNT HANGER DETAIL FACE MOUNT HANGER DETAIL POST&BASE CONNECTION P H T BOTH SIDES OF WALL. 6"O.C. DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL E J EDGE NAILING AND 12"FIELD WITH TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE 1" SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE Threaded 100 NAILS 1-1/2"MIN. COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN W OR IN PART WITHOUT WRITTEN AUTHORIZATION OF 1"x 10"or wider 3-8d common per support 1"x Tor 1"x 8" 2 8d common per support Ro studs WHOLE PENETRATION INTO FRAMING. WHOLE &BROWN ARCHITECTS,P.C. WINDBORNE DEBRIS PROTECTION(IF APPLICABLE) FRAMIN Floor Joist PE COPYRIGHT 2023. ALL RIGHTS RESERVED. Ceiling Sheathing(gypsum board) 5d coolers 7"edge/10"field �— 3 No.8 SCREWS 17 O.C. Install " Table 301.2.1.2 NYS IRC Windborne Debris Protection Seal: WALL SHEATHING Fastening Schedule for Wood Structural Panels washers Structural Panels 8d common T edge/12"field Fastener Type Panel Span Panel Span Panel Span �� NORM ES F�j Structural Fiberboard Panels " t}'galy.roofing nail, d.,or 1" 3"edge/6"field Less than or Less than or Less than or WASHER(TYP.) SIMPSON STRONG-TIE It- Structural crown staple 16 ga 1 k long Equal to 4 ft Equal to 6 ft Equal to 8 ft HD5A BETWEEN FLOORS ' 0 Q Structural Fiberboard Panels 25" 1 t gaN.roofing nail,khead d.,or 1' 3"edge/6"field No.8 wood screw32 1l2"PLYWOOD crown staple 16 ga.1 t long n " „ Gypsum Wallboard 1�"galy.roofs nail;staple galv.l • „ based anchor with 16 O.C. 10 O.C. 8 O.C. *MINIMUM OF SEVEN BOLT roofing p } 2"embedment length GLASS Sr 01g405 �� YP (") 7 edge/7"fieldDIAMETERS TO ACHIEVE long;t}"screwstypewors TABLE LOADS.THIS DISTANCE IS DESIGNED INTO HOLD DOWN �9 O ¢" ga .roofing nail,staple galy.1 0. WOOd SCfeW Gypsum Wallboard(a) long;I t screws type W or S 7"edge/7"field based anchor with 16"O.C. 12"O.C. 9 11O.C. DISTANCE MAY BE INCREASED OF 10 2-8d common see table ) 2"embedment length 3.9 PLASTIC-COATED PERMANENT WOOD WITHOUT AFFECTING LOAD Diagonal oar ea Ing SCREW ANCHORS CAPACITY,PROVIDED THE 1"x 6"or 1"x 8" 2-8d Common per support Drawing Name: This table is based n 180 ultimate design winds speed&a 33'-0"mean roof height ANCHOR NUT IS NOT C S -Fasteners shall be stalled at opposing ends f he wood structural panel.Fasteners shall be located a min 1"from the edge GLASS OVER-TORQUED,WHICH 1"x 10"or wider 3-8d common per support of the panel COULD SPLIT THE STUD. SIMPSON I - - J -Anchors shall penetrate through the exterior wall covering with n embedment length of not less than 7 into the building 1/2"PLYWOOD HD2A TYPICAL DETAILS FLOOR SHEATHING frame.Fasteners shall be located not less than 2�"from the edge of concrete block or concrete. WITH SSTB20 A -Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors FRAMING Structural Panels having a minimum ultimate withdrawal capacity of 1,500 pds. 1"or less 8d common "edge/12"field WINDOWS-GLAZED OPENING NOTE: greater than 1" 10d common 6"edge/12"field g FOR NEW CONSTRUCTION,EX ALTERNATE ANCHOR BOLTS MAY BE DRILLEDTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING AND/OR EPDXIED INTO FOUNDATION PER THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 APPROVAL OF THE ENGINEER. CONTRACTOR TO Diagonal Board Sheathing 2-8d common per support OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES ASHER(TYP.) SUBMIT CUT SHEETS OF THE PROPOSED Drawing Number: 1"x6"or1"x8" 3-8d common per support LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING ALTERNATIVE. 1"x 10"or wider TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING �—T No.8 SCREWS 12"O.C. MISSILES CAN B USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear TO WIND ZONE 11, DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD TYPICAL SHEAR WALL DETAIL (If Applicable) PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF A capacities,nailing requirements or structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. OPENINGS PROTECTION TO WOOD-FRAME BUILDING 4% ASTM E 1996 AND OF ASTM 1886.AS NOTED IN NYS RESIDENTIAL CODE. ALTERNATE To 130 MPH do CLOSER THAN ONE MILE To COAST LINE OR GREATER THAN OR NOT TO SCALE o 2 When wall sheathing IS continuous over Connected members,the tabulated number Of nails shall be permitted t0 be reduced t0 1-16d nail per foot. EQUAL TO 14OMPH CERTIFIED WINDOW INSTALLATION PLYWOOD PANEL WINDOW AND DOOR © ` PROTECTION FOR DOD FRAMED BUILDINGS DETAIL. PLYWOOD DETAIL @WINDOW OPENING ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi &11 7/8"TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 Ibs O rlSCALE: NOT TO SCALE GENERAL NOTES: 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION NOTES: FRAMING NOTES: HVAC NOTES: 0.0 GENERAL NOTES&SPECIFICATIONS: ADOPTS WITH AMENDMENTS IRC 2018 CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL BUILDING CODES WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCE OR LATEST EDITIONS THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CHAPTER 3:BUILDING PLANNING INCLUDING CHAPTER 4 OF THE IRC 2018 OF THE FOLLOWING STANDARDS:NATIONAL FOREST PRODUCTS ASSOCIATIONS,AMERICAN CONFORMANCE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE OF THE 1. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER-CONTRACTOR AGREEMENT,THE ARCHITECTS CONSTRUCTION PLANS, ALL CONCRETE REINFORCEMENT SHALL COMPLI WITH TABLES R404.1(2),R404.1(3),AND R404.1.1(4) INSTITUTE OF TIMBER CONSTRUCTION,AMERICAN PLYWOOD ASSOCIATION,AMERICAN CONTRACT.THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE WITH THE POSPISIL & BROWN SPECIFICATIONSHINTENT IF THE INSTRUCTIONS TO BIDDERS AND ALL ADDENDA R ANY). SECTION R301:DESIGN CRITERIA OF THE IRC 2018. WOOD PRESERVERS ASSOCIATION STANDARDS EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND DONE BY 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ALL CONCRETE SPECIFIED BELOW CONFORMS WITH TABLE R404.2 OF THE RESIDENTIAL CODE OF MECHANICS SKILLED IN THE TRADE.OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE GENERAL CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ONE&TWO FAMILY DWELLINGS(2015 EDITION) NEW YORK STATE. ARCHITECTS P. C. ACCORDANCE WITH ACCEPTED PRACTICE. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, 3. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK WHICH DOES NOT CONFORM TO THE DRAWINGS.THE GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK CONTRACTOR,AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT,SHALL CORRECT ALL WORK REJECTED. SECTION R303:LIGHT VENTILATION AND HEATING CONSTRUCTION. RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO CODE EXISTS,THE WORK SHALL CONFORM 4. SHOULD THE DRAWINGS AND/OR SPECIFICATIONS,IN THE OPINION OF THE CONTRACTOR,SHOW ADDITIONAL WORK,OR WORK 1. ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE INTERNATIONAL OF MORE EXPENSIVE CHARACTER THAN OF ACCEPTED PRACTICES,IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY REQUIRED GLAZING AREA HABITABLE ROOMS: 8% THE ARCHITECT IN ORDER THAT PROPER ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL ASSUME FULL 2. ALL REBAR ASTM A-615 GRADE 60. WOOD FRAMING RESIDENTIAL CODE AND ALL APPLICABLE SUPPLEMENTS INCLUDING SOUTHERN BUILDING CODE REQUIRED OPENABLE AREA: 4% CONGRESS. RESPONSIBILITY FOR WORK DONE,OR MATERIALS SUBSTITUTED,WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT,IF SUCH www.pospisilbrown.com 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING WORK OR MATERIAL IS IN CONTRAST TO THE CONTRACT DOCUMENTS,DRAWINGS OR SPECIFICATIONS PREVIOUSLY APPROVED. PROVIDE 3 SO FT OF WINDOWS.1.5 SO FT OPERATIONAL IN BATHROOMS"EXCEPTION: 3. FOOTINGS WIDTHS SHALL COMPLY WITH TABLE R403.1(1)OF THE IRC 2020. FOOTINGS SHALL BE MINIMUM SPECIFICATIONS: MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH THE INTERNATIONAL 141 Hampton Road T:631.283.3465 4. THE LATEST EDITION OF THE GENERAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHALL GOVERN AND BE WHERE ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED PLACED AT A DEPTH TO CONFORM TO ALL FEDERAL,STATE AND LOCAL BUILDING CODE. FB=875 PSI RESIDENTIAL CODE PARTS V&VI,CHAPTER 12 THRU 24. Southampton,NY. 11968 F:631.283.3593 MADE PART 01:THESE SPECIFICATIONS. PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS FOOTINGS ARE TO BE INSTALLED ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY FV=180 PSI ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH THE 5. DISCREPANCIES: OF 1 TON PER SQUARE FOOT,UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS PC PERP=625 PSI INTERNATIONAL RESIDENTIAL CODE PART VIII CHAPTERS 33 THRU 42. -WHENEVER THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS OR THE DRAWINGS AND SPECIFICATION,THE GENERAL SECTION R304:MINIMUM ROOM AREAS ARE TO BE INSTALLED A MINIMUM OF T BELOW GRADE UNLESS INDICATED OTHERWISE. E=1,600,000 PSI II CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL OR PROVIDE MIN.1 ROOM WITH NO LESS THAN 120 SO FT GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED, WORK CALLED FOR,UNLESS OTHERWISE ORDERED IN WRITING. 1„ IN ACCORDANCE WITH SECTION E3507 AND SIZED IN ACCORDANCE WITH E3503.1 AND TABLE 6. WRITTEN DIMENSIONS(OR NOTES REGARDING ALIGNMENTS OR CENTERLINES)SHALL GOVERN OVER SCALED DIMENSIONS. DO OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF 4. REBAR SHALL BE RUST FREE AND PLACED NO CLOSER THAN 1 2 FOR#5 BARS AND SMALLER 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Project Name: AND 2"FOR#6 BARS AND LARGER TO SURFACE TO CONCRETE IN CONTACT WITH EARTH WHEN FB=2,900 PSI E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED IRON OR STEEL,SHALL BE 5/8" 7. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF OR THE WORK OF THE GENERAL CONTRACTOR AND NOT SCALE DRAWINGS. AND FOR KITCHENS CONCRETE IS CAST IN FORMS,REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS FV=290 PSI MINIMUM DIAMETER,AND SHALL BE 8'-0"LONG.NON-FERROUS ROD IS TO BE 1/2"MINIMUM ANY OTHER SUBCONTRACTORS,NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0"ANY HORIZONTAL WITHOUT WINDOWS ARE TO BE INSTALLED 10"BELOW THE TOP OF THE FOUNDATION WALL. PC PERP=650 PSI DIAMETER, IN ACCORDANCE WITH E3508.2.1.8. INTERPRETATION OF DETAILS:IF THE CONTRACTOR OR ANY SUBCONTRACTOR OBJECTS TO ANY DETAILS CONTAINED ON THE DIMENSION REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO BE E=2,000,000 PSI ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND SHALL Schneider Residence CONSTRUCTION DOCUMENTS,HE SHALL SUBMIT SUCH OBJECTIONS TO THE ARCHITECT IN WRITING WITHIN SIX(6)DAYS AFTER * INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. BE U.L.APPROVED,ALL EQUIPMENT SHALL COMPLY WITH N.E.C. 110.3. ISSUANCE OF DETAILS. FAILURE TO DO SO WILL BE CONSTRUED AS CONTRACTOR'S ACCEPTANCE. EXCEPTION FOR KITCHENS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM 9. MEASUREMENTS:BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL SECTION R305:CEILING HEIGHT 5. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SPECIFICATIONS: UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM MEASUREMENTS AT THE BUILDING AND THE SITE AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA " SEALED/GROUTED. FB=2,800 PSI SHORTS,GROUNDS,OR IMPROPER CONNECTIONS, 890 RUCK Lane CHARGE OR COMPENSATIONS WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE MIN.CEILING HEIGHT FOR HABITABLE ROOMS=7 0 FV=290 PSI MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE *HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=7'-0" 6. JOINT REINFORCEMENT,ANCHOR TIES AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING PC PERP=740 PSI THERMAL AND MOISTURE PROTECTION: Southold, New York ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. STANDARDS;ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 E=2,100,000 PSI ALL INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL 10. RESPONSIBILITY:EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL FURNISHED HIM AND FOR THE EXECUTION OF 1.BEAMS AND GIRDERS NOT LESS THAN 4'-0"O.C.CAN PROJECT 6" FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A3666 FOR SHEET METAL CODE AND THE INTERNATIONAL ENERGY CONSERVATION CODE. HIS WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND CONTRACT.HE SHALL PROVIDE WITHOUT EXTRA 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT= ANCHOR TIES. 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE ALL ROOFING SHALL CHARGE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK EVEN THOUGH NOT PARTICULARLY INDICATED OR SPECIFIED. 6'-8"(BEAMS,GIRDERS&DUCTS MAY PROJECT TO 6'-4") 7. METAL STRAPPING USED FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO FOLLOWING MINIMUM SPECIFICATIONS: COMPLY WITH SECTIONS R902,R903,R904 AND R905.2 OF THE WEATHER SHALL CONFORM TO ASTM A153,CLASS B-2,METAL STRAPPING FOR USE IN INTERIOR FB=975 PSI INTERNATIONAL RESIDENTIAL CODE. 11. DEVIATIONS: THE OWNER RESERVES THE RIGHT AT ANY TIME DURING THE PROGRESS OF THE WORK TO DEVIATE FROM PLANS OR SPECIFICATIONS. THIS WILL NOT INVALIDATE THE CONTRACT, AN ALLOWANCE OR DEDUCTION WILL BE MADE. 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN WALLS SHALL BE MIN.GALVANIZED AND CONFORM WITH ASTM A641,CLASS 1.METAL PLATES, FV=175 PSI ALL FLASHING SHALL COMPLY WITH SECTION R703.4 OF THE INTERNATIONAL RESIDENTIAL CODE. REQUIRED HEIGHT CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED DIRECTLY TO WEATHER ARE TO BE PC PERP=565 PSI 12. EXTRAS:BILLS.FOR EXTRAS WILL BE ALLOWED ONLY WHEN WORK IS ORDERED IN ADVANCE IN WRITING. STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS E=1,600,000 PSI ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R703.3(1)OF THE 13. TEMPORARY HEAT&POWER:THE GENERAL CONTRACTOR SHALL PROVIDE&MAINTAIN ALL HEAT REQUIRED FOR THE PROPER 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8"CEILING HEIGHT OVER FIXTURES AND FABRICATED TO FORM A ZINC COATING NOT LESS THAN 1 OZ.PER SF OR HOT DIPPED GALV. INTERNATIONAL RESIDENTIAL CODE EXECUTION Of=THE WORK. A MINIMUM TEMPERATURE OF 55 DEGREES F.SHALL BE MAINTAINED DURING APPROPRIATE STAGES SHOWER HEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN.AREA OF OF THE WORK.THE CONTRACTOR SHALL COORDINATE WITH LIPA THE PROVISION OF A TEMPORARY ELECTRIC SERVICE. THE 30"x30"AT THE SHOWER HEAD WITH A MIN COATING OF 1.8 PER SF OF STEEL CONFORMING TO ASTM 90. 5.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH PLASTIC WRAP"TYVEK"VAPOR OWNER SHALL.BE RESPONSIBLE TO FAY FOR ALL TEMPORARY UTILITIES. SPECIFICATIONS:SECTION R308:GLAZING 8 THE FOUNDATION CONTRACTOR SHALL COORDINATE BARRIER PER TABLE R702.3.5 OF THE INTERNATIONAL RESIDENTIAL CODE AND SECTION R402.1.1 14. TEMPORARY E . DINATE WITH THE PLUMBING AND ELECTRICAL FB=3,000 PSI ENCLOSURES:ALL TEMPORARY ENCLOSURES SHALL BE PROVIDED WHENEVER NEEDED EITHER FOR PROTECTION OF THE INTERNATIONAL ENERGY CONSERVATION CODE. FROM WEATHER OR TO PROTECT THE BUILDING AGAINST ENTRY,THEFT OR CONSTRUCTION DAMAGE. PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO FV=300 PSIPOURING CONCRETE. PC PERP=805 PSI ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED, 15. GENERAL CONTRACTOR TO COORDINATE WITH OWNERS AUDIONISUAL CONTRACTOR EXACT LOCATIONS OF ALL EQUIPMENT, PERMITTED SPEAKERS,WIRING AND CABLE WIRING. E=2,100,00 PSI WEATHERSTRIPPED OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND 16. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER'S TELEPHONE/CABLE AND ALARM CONTRACTORS EXACT SECTION R309:GARAGES AND CARPORTS 9. THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL PENETRATIONS,ETC, LOCATIONS OF:ALL EQUIPMENT,WIRING,ETC. OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED ENCOUNTERED DURING EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR 6.CONSTRUCTION DESIGNED TO WITHSTAND A 130 MPH WIND LOAD AS PER ON OF THE ACCORDING TO SECTION R402.4 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. ORGANIC MATERIAL. LISTED STANDARDS. 17. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE RECESSED LIGHTING SHALL BE EITHER TYPE IC RATED WITH NO PENETRATIONS BETWEEN THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY CORRECTIVE WORK REQUESTED BY THE OWNER AND/OR ARCHITECT DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE AS PER R.301.2.1.1 DESIGN CRITERIA PERMITTED 10. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR INSIDE OF THE FIXTURE AND THE CEILING CAVITY,OR TYPE IC OR NON-IC RATED AND INSTALL IN BASED UPON UNAUTHORIZED CHANGES ON THE PART OF THE GENERAL CONTRACTOR,SHALL BE COMPLETED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND WITH NO EFFECT TO THE TIME LINE OF THE PROJECT. PROVIDE VERTICAL SEPARATION.VERT:314"RESISTANCE(5l8"TYPE X GARAGE SIDE,1l2" PENETRATIONS. 7.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE A SEALED BOX CONSTRUCTED FROM 1l2"GYPSUM BOARD,OR TYPE 1C RATED,TESTED,AND NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. LABELED AS TO BRING AS TO BEING"AIR TIGHT"ACCORDING TO SECTION R402.4.5 OF THE 18. THESE CONTRACT DOCUMENTS,ANDALL COPY RIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND TYPE X OPPOSITE SIDE) 11. FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE INTERNATIONAL ENERGY CONSERVATION CODE. CANNOT BE USED FOR ANY OTHER MEANS. 19. THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE NATURE AND BEARING POWER OF THE SOIL AND REPORT ANY PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8"TYPE X GYPSUM FLOOR FRAMING. 8.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE"WARM IN STAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE WINTER"SIDE OF ALL NON-VENTED FRAMING CEILINGS,WALLS AND FLOORS.WHERE FOIL FACED UNSTABLE CONDITIONS TO THE ARCHITECT. PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 12. BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE THE ARCHITECT HAS NOT BEEN PROVIDED WITH ANY SOILS REPORTS/DATA,AND ASSUMES 1 112 TONS PER SQUARE FOOT SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE SEALED AND TAPED. BEARING CAPACITY. SUPPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES,UN-INSULATED BASEMENTS, 20. VERIFY DIMENSIONS AT THE SITE AFFECTING THE WORK. BRING FIELD DIMENSIONS WHICH ARE AT VARIANCE TO THE PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE 13. SUGGESTED UNDERPINNING PROCEDURES: 9.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE, ATTICS AND FRAMED WALL CAVITIES MUST BE INSULATED R8 ACCORDING TO SECTION R403.3.1 ATTENTION OF:THE ARCHITECT. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES THAN 44"A.F.F.BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS. WITH AN APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED OF THE INTERNATIONAL ENERGY CONSERVATION CODE. 21. COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO MATERIALS AND METHODS OF ASSEMBLY WILL NOT MIN.OPENING AREA=5,75 SO FT(5 SO FT AT GRADE) A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. FIELD). ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED WITH ASSURE ACCEPTANCE OF THE WORK. OF EQUAL IMPORTANCE IS GOOD WORKMANSHIP,THE LACK OF WHICH WILL BE MIN.OPENING HEIGHT CLEAR=24" B)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL WELDS,GASKETS,MASTICS,MASTIC PLUS EMBEDDED FABRIC OR APPROVED TAPES.STANDARD SUFFICIENT CAUSE FOR REFUSAL OF THE WORK. 22. THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER PROTECTION,PRESERVATION AND REPAIR OF MIN.OPENING WIDTH=20" ENTIRE LENGTH OF THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION BE NAILED PER DETAIL(J) DUCT TAPE IS NOT PERMITTED. THE EXISTING ADJACENT STRUCTURES,FINISHES AND UTILITIES,AS WELL AS NATURAL FEATURES,TREES AND SHRUBS NO TOOLS OR KEYS ALLOWED FROM INSIDE WALL. WATER HEATER WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET OF SURROUNDING THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND ORDERLY FASHION AND FREE OF ALL MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SO FT&MIN.WIDTH OF 36" C)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. WITH SPANS EXCEEDING 8'.11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART OF A CONSTRUCTION DEBRIS. PROVIDE CONSTRUCTION FENCING AROUND EXISTING TREES AND SHRUBS IMMEDIATELY CIRCULATING SYSTEM.TYPICAL METHODS FOR CREATING HEAT TRAPS ARE"U"OR"RAMS HORN" SURROUNDING THE CONSTRUCTION AREA. PROTECT EXISTING STREET AND CURBING FROM ANY DAMAGE IN ACCORDANCE SECTION R311:MEANS OF EGRESS D)INSTALL A KEY WAY BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE NIPPLES WITH WITH LOCAL ORDINANCES. PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS INTEGRAL TRAPS. 23. ALL PROOF OF INSURANCE SHALL BE VERIFIED IN WRITING TO THE OWNER AND ARCHITECT INCLUDING BUT NOT LIMITED TO GENERAL LIABILITY,WORKMANS COMPENSATION AND DISABILITY. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE WITH WALLS AND ANY SOFFITS WITH 1/2"GYP.BD. E)BACK FILL 13.13LOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 66"F OR LOWER FOR HEATING AND PROPER PROPERTY INSURANCE DURING ALL PHASES OF WORK. UP TO BY OR MORE FOR COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING MUST MIN.WIDTH FOR HALLWAYS IS 3'0" F)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR 14.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS HAVE A DEADBAND(TEMPERATURE RANGE WHERE NO HEATING OR COOLING TAKES PLACE OF 24. THE WORK AND MATERIALS SHALL BE GUARANTEED FOR ONE YEAR,COMMENCING WITH THE GENERAL CONTRACTORS FINAL EXCESSIVE MOVEMENT AND/OR CRACKS.NOTIFY THE ARCH IF MOVEMENT INDICATED OTHERWISE. ) PAYMENT. DURING THIS TIME THE CONTRACTOR SHALL MAKE GOOD ON ALL DEFECTS.GRANTING OF A CERTIFICATE OF MIN.1 EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE AT LEAST 6*F.HEAT PUMPS REQUIRE A THERMOSTAT CAPABLE OF PREVENTING BACKUP HEAT OCCUPANCY OR THE OWNERS USE OF THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. MIN.OPENING 3'-0"WIDE x 6-8"HIGH AND/OR CRACKS ARE NOTED. FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE.15.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE LOCAL,STATE AND FEDERAL LAWS AND REGULATIONS AND SHALL INDEMNIFIFY AND HOLD THE OWNER AND THE ARCHITECT 25. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL ALL WASTE AND DEBRIS IN COMPLIANCE WITH ALL WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4.5"MAX SIMPSON TYPE 304 OR 316 STAINLESS STEEL. FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN.PERIMETER . HARMLESS FROM ANY LOSSES OR CLAIMS IN CONNECTION THEREWITH. THIS CLAUSE SHALL SURVIVE THE TERMINATION OF HEADROOM MIN.=6'-8" 16.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED RIGID FOAM INSULATION BOARD"FOAMULAR"150 AS MANUFACTURED BY OWENS CORNING. CONSTRUCTION,OR COMPLETION OF THE OWNER/CONTRACTOR AGREEMENT. TREADS AND RISERS:8.25"MAX RISE,9"MIN.TREAD GALVANIZED. 26. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE. ANYTHING FOUND ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS OR VISA VERSA,OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT WHICH IS A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"BETWEEN STEEL REASONABLY IMPLIED,SHALL BE FURNISHED AS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH,WITHOUT EXTRA FLOOR LEVELS OR LANDINGS. CHARGE. PLUMBING NOTES: 27. GENERAL CODE REQUIREMENTS-INCLUDING BUT NOT LIMITED TO: PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 A. ALL TRADES,WORKMANSHIP AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL THE PERMITS,DRAWINGS,FLOOR PLANS, 325 BOLTS. 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A- SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK ONE AND TWO FAMILY DWELLINGS(I.R.C.),TOGETHER WITH THE 2016 UNIFORM CODE SUPPLEMENT AND ALL LOCAL,STATE AND OVER STAIRS.SIZE OF LANDING IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL RELATED WITH THEIR RESPECTIVE TRADE,WHERE NO CODE EXISTS,THE WORK SHALL GOVERNMENTAL.AUTHORITIES HAVING JURISDICTION. TO STAIR OR DOOR SERVED BALL WORK AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE AND THE 2016 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE SUPPLEMENT,MECHANICAL CODE&PLUMBING CODES. WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER A500. INTERNATIONAL RESIDENTIAL CODE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE C. HABITABLE AREAS SHALL BE VENTILATED PER(I.R.C.),R303 AND BATHROOMS SHALL BE VENTILATED PER(I.R.C.),R303.3. THAN 2%SLOPE SOUTHERN BUILDING CODE CONGRESS. D. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER THE MINIMUM REQUIREMENTS OF 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS THE(I.R.C.),)R31.4,R315,N.F.P.A.72 AND UL 217,UL2034 REQUIREMENTS. PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. OTHERWISE SHOWN ON THE PLANS. ALL PLUMBING WORK SHALL BE INSTALLED INCOMPLIANCE WITH THE INTERNATIONAL E.FINISHED ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE(I.R.C.),)-CHAPTER 9. 1.HEIGHT=34"MIN,38"MAX RESIDENTIAL CODE PART VII,CHAPTER 25-33. F.BUILDING STRUCTURAL MATERIALS OR ASSEMBLY SUBJECT TO DETERIORATION SHALL CONFORM TO(I.R.C.)SECTIONS 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR SANITARY OVER ALL COLUMN SUPPORTS. Date: R317&R318. ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL JOINTS WELL Permit Set 7-1 7-24 G. ALL HABITABLE SPACES SHALLALLOW FOR EMERGENCY EGRESS WITH OPENINGS TO THE EXTERIOR OF MIN.5 S.F.ON CAULKED AND CEMENTED. THE FIRST FLOOR AND 5.7 SQUARE FEET ON THE SECOND FLOOR BOTH WITH 24"MINIMUM HEIGHT AND 20"CLEAR WIDTH PER 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=1 1/2" 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM Note: (I.R.C.)R310. SECTION R312:GUARDS TO AWS AND AISC STANDARDS. CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE RUN, THESE AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE,AT EACH BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE) AND AT THE BASE OF ALL H. PROVIDE SAFETY GLAZING PER(I.R.C.)SECTIONS R308.4&R301.2.1.2. SAFETY GLAZING SHALL BE PROVIDED IN ALL SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE DOORS,PANELS WITHIN 24"OF DOORS, ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN.GU R S. P 7.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. VERTICAL STACKS.VENTS SHALL BE INSTALLED THROUGHOUT AND CONNECT TO THE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR I. SHOWER/TUB ENCLOSURES,AND MEETING ALL OF THE FOLLOWING: THE EXPOSED AREA OF THE PANE IS GREATER THAT 9 STAIRS 30"ABOVE FLOOR OR GRADE SHALL HAV 3 " 1? N._J 7Ka��' �K VERTICAL STACK(S)WHICH SHALL,IN TURN,BE EXTENDED THROUGH THE ROOF AND SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS f �`�" �J1 8.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& SQUARE FEET AND THE BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR AND THE TOP EDGE IS GREATER THAN 36 INCHES GUARD OPENINGS f�@3�Q�,XC* (vf ) PROPERLY FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS ABOVE THE FLOOR AND THE GLASS IS WITHIN 36"OF AN ADJACENT WALKING SURFACE INCLUDING STAIRS&LANDINGS AND TUB /�1.i,t�'1 P,S(.S v�` DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE PUBLIC SEWER IS HIGHER THAN THE AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER 2¢ N`313�RLARMMM RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE PLATFORMS AND WITHIN 60' OF A STAIR LANDING. of MAIN HOUSE DRAIN,AS SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS WITH DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL J.ENCLOSURE&'VENTILATION OF FUEL BURNING AND/OR HEAT PRODUCING EQUIPMENT SHALL COMPLY WITH I.R.C. . TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE (I.R.C.). PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF TRAPS AS SHOWN IN THE CONSTRUCTION DRAWINGS. COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN K.FIRE STOPPING SHALL BE PROVIDED PER(I.R.C.)R302.11 AND DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF BEDROOMS AND IN BASEMENTS FROM WATER METER,CARRY 3/4"MAIN TO LAUNDRY,BATH AND WASHROOM FIXTURES;WITH WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF I.R.C.)R302.12. POSPISIL&BROWN ARCHITECTS,P.C. L.HABITABLE SPACES SHALL BE PROVIDED WITH ADEQUATE LIGHT(MIN 8%OF FLOOR AREA)AND VENTILATION.(MIN.4%OF FLOOR PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL 1/2"BRANCHES TO FIXTURES,AS REQUIRED.CARRY 3/4"BRANCH TO WATER HEATER AND 3/4" COPYRIGHT 2023. ALL RIGHTS RESERVED. AREA)PER PART(I.R.C.)R303.1. FIRED/BURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. LINE TO HOSE BIBBS.FROM WATER HEATER,CARRY 3/4"SUPPLY TO ALL ABOVE ROOM WITH M. GARAGE:FIRE SEPARATIONS SHALL COMPLY WITH(I.R.C.)R302.5,R302.6&TABLE R302.6. BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE"L"COPPER. Seal: 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES dEu qR tii N. ALL STAIRS,RAILS&GUARDS SHALL COMPLY WITH(I.R.C.)SECTIONS R311.7&R312. PROVIDE HOSE BIBBS AS SPECIFIED IN THE CONSTRUCTION DRAWINGS.PROVIDE SHUT OFF ,y,L C r 0. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY&TERMITES SHALL COMPLY WITH I.R.C. SECTIONS RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING �, (I.R.C.) VALVES AT THE ENTRANCE OF THE SYSTEMS,AT FIXURES,AND AT HOSE BIBB BRANCHES. ��., NOLMES A R317&R318. AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT 28. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL HAVE ALL AREAS CLEANED INCLUDED BUT NOT LIMITED TO DEVICE PROTECTING THE BRANCH CIRCUIT. VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING WATER HEATER SYSTEM AND C�l •�^ - �`!',o ADVISE OWNER OF CONDITION AND UPGRADE OPTIONS.WATER HEATER TO COMPLY WITH z VACUUMING,WASHING AND POLISHING. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE SECTIONS P501.4,P502.4,P503.1,P504.4.1,P504.6.1,P504.7,P606.1(8)OF THE INTERNATIONAL - ! 29. THE GENERAL CONTRACTOR IS RESPONSIBLE,DURING ALL PHASES OF WORK,FOR ALL CONSTRUCTION MEANS,METHODS, ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE PLUMBING CODE AND RM2005.1 AND RM2005.2 OF THE INTERNATIONAL RESIDENTIAL CODE. I TECHNIQUES,SEQUENCES,PROCEDURES AND SAFETY PRECAUTIONS CONNECTED THEREWITH. COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED 30, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NECESSARY INSPECTIONS DURING WORK AS BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC 0 ' S WELL AS FOR FINAL BUILDING DEPARTMENT APPROVAL AND FOR OBTAINING THE N.Y.S.UNDERWRITERS CERTIFICATE AND THE S 1840 .� CERTIFICATE OF OCCUPANCY/COMPLETION. INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT BLOWOFFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS.GAS AND OIL ,,*1P OF, 01 NEw 31. THE GENERAL CONTRACTOR WARRANTS THAT IT IS EXPERT IN THE TYPE OF CONSTRUCTION WORK AND METHOD OF THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE FIRECLAY TILE 4pf OF CONSTRUCTION QUIRED HERE UNDER. BY SUBMITTING A CONTRACT PRICE,GENERAL CONTRACTOR IS DEEMED TO HAVE 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE FLUE IN MASONRY CHIMNEY. REPRESENTED THAT ITS FIRM,SUPERVISORY STAFF AND WORKMAN ARE EXPERT AND EXPERIENCED IN THE TYPE,METHOD IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.CONNECT TO LOCATIONS Drawing Name: AND PERFORMANCE OF WORK REQUIRED,INCLUDING THE WORK NECESSARY TO PRODUCE THE BEST POSSIBLE AESTHETIC COMPLIANCE WITH THE REFERENCE STANDARD IRS 17-1. AS REQUIRED BY GAS BURNING FIXTURES. APPEARANCE FOR THIS PROJECT,CONSISTENT WITH THE CONTRACT DOCUMENTS,AND TO HAVE OFFERED SUCH EXPERTISE 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM MAXIMUM FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE TYPICAL NOTES AND EXPERIENCE AS AN INDUCEMENT TO THE OWNER TO ENTER INTO AN AGREEMENT WITH THE GENERAL CONTRACTOR. (MAXIMUM) 32. THE GENERAL CONTRACTOR SHALL ARRANGE WITH THE OWNER FOR PROPER STORAGE OF MATERIALS ON THE SITE SO THAT 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL CONSTRUCTION DRAWINGS AND REQUIRED BY INSTALLATION. ALL IS DONE IN AN ORDERLY AND SECURE FASHION. RESIDENTIAL CODE SECTION R315;ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS, BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 Ibs 33. ALL SITE WORK INCLUDING BUT NOT LIMITED TO STORM WATER DISPOSAL AND SEPTIC SYSTEM SHALL MEET THE MIN.ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. PRESSURE. REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE NASSAU COUNTY DEPARTMENT OF HEALTH. ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,AND 34. THE OWNER SHALL SECURE THE SERVICES OF A LICENSED LAND SURVEYOR FOR FINAL SURVEY. ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING Drawing Number: 35. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH RELEASE OF LIENS DOCUMENTS INCLUDING THE GENERAL CONSTRUCTION. CONTRACTOR,ALL SUB-CONTRACTORS AND THEIR SUPPLIERS. HOT WATER PIPING SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN ACCORDANCE 36. GENERAL CONTRACTOR HEREBY SPECIFICALLY ACKNOWLEDGES THAT THE CONTRACT DOCUMENTS ARE FULL AND COMPLETE, WITH SECTION N1103.4&N1103.5.3 OF THE INTERNATIONAL RESIDENTIAL CODE. AND SUFFICIENT TO HAVE ENABLED IT TO DETERMINE THE COST OF THE WORK AND THAT THE DRAWINGS,THE SPECIFICATIONS AND ALL ADDENDA(IF ANY)ARE SUFFICIENT TO ENABLE THE GENERAL CONTRACTOR TO CONSTRUCT THE WORK OUTLINED ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION THEREIN IN ACCORDANCE WITH ALL LAWS,AND OTHERWISE TO FULFILL ALL OF ITS OBLIGATIONS UNDER THE CONTRACT N1103.5 OF THE INTERNATIONAL RESIDENTIAL CODE. o .:.;_. qD DOCUMENTS. IN ADDITION,IF GENERAL CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY AND IF IT KNOWS OR SHOULD o HAVE KNOWN THAT ANY OF THE CONTRACT DOCUMENTS CONTAINS A RECOGNIZED ERROR,IN CONSISTENCY OR OMISSION, 0 Z_' GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH PERFORMANCE AND SHALL BEAR THE COST FOR CORRECTION THEREOF. FOUNDATION PLAN LEGEND POSPISIL & BROWN Existing Construction To Remain ARCHITECTS, P.C. Existingj Construction To Be Removed .........} Poured Concrete Foundation Wall Stone/ Brick Veneer www.pospisilbrown.com 141 Hampton Road T:631.283.3465 C.M.U. Block Wall Southampton,NY. 11968 F: 631.283.3593 — — — — Poured Concrete Footing r-� L®J Steel Column i t❑1 Wood Column Project Name: ❑ Post From Above —-— Beam Line Schneider Residence G--j Direction of Framing Above B.O.F. Bottom of Footing 890 Ruch Lane T.O.L. Top of Ledge Southold, New York T.O.S. Top of Slab T.O.W. Top of Wall Ea. Equal F.V. Field Verify O.C. On Center T.B.D. To Be Determined U.O.N. Unless Otherwise Noted A.F.F. Above Finished Floor Framinq Notes: I .) Provide solid blocking below all frame walls. 2.) All dimensions are from framing unless otherwise noted. 3.) Use (3) 2x8 headers for windows and doors unless otherwise noted. 4.) Wide flange beams with offset point loads from above to receive web stiffeners below offset point load, typ. Existing Foundation to Remain I— Edge of existing entry stoop above, to remain Edge of existing deck to remain Edge of existing outdoor FI shower, to remain — ASSUMED EXIST. CRAWL SPACE EXISTING Steps CRAWL UP-&R's O L— SPACE4-1 o 7 N j IO #5 rebar dowels41 to be drilled t epoxy Ln O L set into existing I ASSUMED EXIST. foundation wall Date: 'L prior o I Permit Set 7-17-24 CRAWL SPACE to forming new wall o I 1 2" o.c. vertically, typ. Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 7 POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE D fj�// SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE u Gas meter —� I USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS � EXISTING Top of Slab = I TOW = of 1n± PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& Ed e of existin I -5'-2 '_ (to I I (to all n with existin ) AND RETA BROWN IN AILL COMMON LAW,STATUTORY AND OTHER TECTS,P.C.SHALL BE DEEMED THE AUTHORS x g g U N FI N I S h E D + g g O RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE t'-i raised deck BASEMENT alignn w/ exlst.)7 above, to remain —al I .` I , DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE EX 15TI N G I I T.O.F.= ITED,IN -5'-G2'± i p WHOLE OR N AART WITHOUTED,OR OT WRITTEN AUTHORMMERCIALLY OZATION OF COWL I o (to align with existing) _ POSPISIL&BROWN ARCHITECTS,P.C. SPACE Cut opening in O O COPYRIGHT 2023. ALL RIGHTS RESERVED. existing wall to _ I I NEW CRAWL SPACE Seal: provide ventilation u A 4 thick poured concrete slab tE RCy to new crawl space mil. polyethylene moisture over 2 rigid insulation over G ��,• Np�MEg A FCC 5-10 8 OJ, barrier over G" gravel on well -o — — — — I compacted sub-grade. a 11 'i` '� — +I S, 0184�y a It N OF N rebar dowels to be drilled t epoxy set into existing foundation Drawing Name: douse trap wall prior to forming new wall 1 2" o.c. vertically, typ. FOUNDATION PLAN G'-G" ol Existing raised deck Existing Foundation to Remain proposed addition G"± Drawing Number: FOUNDATION PLAN III _= I I� � o Scale../4 I -0 POSPISIL & BROWN ARCHITECTS, P. C. FLOOR PLAN LEGEND WINDOWSCHEDULE Ex15tincg Construction To Remain www.pospisilbrown.com 141 Hampton Road T:631.283.3465 """"" SIZE(R.O.) MANUFACTURER Existing Construction To Be Removed Southampton,NY. 11968 F: 631.283.3593 NO. MANUFACTURER S TYPE MODEL# W H FINISH HARDWARE MUNTIN GLASS REMARKS/SERI New Framed Construction J w Interior:White Poured Concrete �jj 01 Marvin Elevate Double Hung CN3248 2'-8' 4'-Oq" T.B.D. 5DL, Low E J Extenor:Ebony Double Hung Exterior:Ebony Interior:White Project Name: J 102 Marvin Elevate Transom CN481 G 4'-O}" 1'-4�' T.B.D. �g 5DL, Low E C.M.U. Block Eq. Equal U IX Centerline Schneider Residence F.V. Field Verify O.C. On Center 890 Ruch Lane Note: T.B.D. To Be Determined Southold, New York -Provide extension,Jambs a5 field conditions dictate. -Provide the Architect with a complete set of shop drawings for approval prior to placing window order. Any windows ordered without approval U.O.N. Unless Otherwise Noted form the Architect will be the responsibility of the Contractor. -Rough opening dimensions are minimum. Additional space may be required for use of building wraps, flashing, sill panning, brackets, fasteners or A.F.F Above Finished Floor other Items. GC to coordinate with manufacturer prior to framing. Existing deck on grade to Remain Exl5tincg House to Remain EXISTING ENTRY STOOP I Exlstln EXISTING - - - _ _ — _ _ _ _ _ _ Outdoor DECK Shower No Change s E DINING ROOM ° No Change I N I o I � I BEDROOM # I - - - - - - - - - - - - - - - No Change N FLLJ I I N I LIVING ROOM Exist.Steps Dn I No Change O CL. CL. { - Date: 1 Permit Set 7-17-24 X I I I a� ' I m W : s Note: / L — — — — — — — — 8 NEW = THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF — POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE _____ O SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE 1 BATt1 I O I _u USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR 6 SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS DW/D PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& 0 -, BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS:D EXISTING I AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN THEI BREAKFAST _ DES GN SHOWN AND DESC ADDITION EDT ERE NC INCLUDING ALL E DECK I AREAKITCHEN N p TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE KITCf1 EN Pef CL. L COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN No Change i o No Change BEDROOM #2 N POSPISWHOLE IR IN PART WITHOUTL BROWN RCHI ECTS IPTCENAUTHORIZATION OF HALL Shower Ilk" No Chang e " ` U i/ BATH m COPYRIGHT2023. ALL RIGHTS RESERVED. EX15t. roof No Change \ l u I n I n overhang Shower 5/2 5-10/2 m 5/2 Seal: u A!?Cly +l NOtMESA rFcIlk I 1EF1102 Lin vP ,� off, N L - - - - - - - - - - - - F— center window on °- � fin15hed shower 0184016 3'-2%"± 3'-33/"±- s�gTF OF NE`N 4 4 GI-Gil Drawing Name: Existing raised deck Existing House to Remain proposed addition G ± FI RST FLOOR PLAN WINDOW SCHEDULE F I I3ST F LO O K PLAN Drawing Number: 2 5cale:%4" = 1 '-0" Top of Existing Finished Top of Existing Finished . — . . — . . Primary Ridge �' Primary Ridge POSPISIL & BROWN . Elev. + 1 5'-I L"±, F.V. i + z Elev. + 15 12 _, F.V. Top of Exlsting Finished Top of Existing Finished �� Rid le SecondaryRI e ARCHITECTS P. C . 1�LlL U u l 1 2 Elev. ev. + 4'-1 04"±, F.V. 12 Elev. + 14'-104"±, F.V. I I I Q + Q6± - "�Jll I UUUI�UULUllI II I�I�I I'f IIUULI U; I ILI6_ Top of Existing Finished II Top of Existing Finished v li 1�J Rldge @ Dining Room Room . — . . — . . — . . — . . — . . — . . — . . — . . — . . ��. U .11 LLUUUUl Ridge@Dining — . . — . . — + �7. . — � — . . — . . — . ! '+ I — . . — . . — . . — . . — . . _ . . www.pospisilbrown.com -- — — L111 - ! JU L1. U ��' lllL� Elev. + I ! 74 _, F.V. 6+� LLIwJ1J1�J1J 1U1J111 l Elev. + I !' 74'+ F.V. 141 Hampton Road T: 631.283.3465 6_[,1 � I \ Top of Existing Finished UL�Uj 1U�Jl II Ij IIIII UU LILL Ridge @Master Bedroom Southampton,NY. 11968 F:631.283.3593 U I_I I I I llLLU llll1J ULI LI UU1J U 1 I �11U L UUU- — — — LULL llULlll L1llLa JUUl1UUL111, ill!IU Iflev. + I I' 5"±, F.V. � �_ 1J I III I i l l III I ----- -------- -- -- ------------ - - ---- - Project Name: Schneider Residence ed of Existin Finished 890 Ruch Lane J11 — • . — @ Fs @ First floor floor of �irsitF floor h . . — . . — . . — . . — . . — . . — . . — . . — . . ._._ . . — . . — . . — . . — . . — . . — . . — . . . . — . . . . — . . — . . � . — . . _ . . — . . T . . — . . — . . — . . — . . . . — . . — . . — . . Floor � Southold, New York Existing outdoor shower, to remain Existing douse (To Remain) Existing Deck on Grade (To Remain) L Exist. Deck on Grade (To Remain) Exist. Steps (To Remain) Existing Deck (To Remain) NORTH ELEVATION WEST ELEVATION I 2 Top of Existing Finished � Primary Ridge I �— Elev. + 1 5'-12'±, F.V. - Top of Existing Finished i Top of Existing Finished r- . . — . . — . . — . . — . . — . . — . . Secondary Ridge — . . — . — . . — . . — . . — . . — . . — . . — . . — . . . . . — . . Primary Rid6je 2 Elev. + 14'-104"±, F.V. ! Elev. + 1 5'-12'±, F.V. II I I I I 6±� 1 12 II II - � 2 Top of Existing Finished 6±� ll Top of Existing Finished II I I- ; I I I I I'' I I ' — " — • � Ride @Mast"er Bedroom I - i . . — . . — . . — . . — . . — . . — . . Rid ge @ Dining Room Elev. + 12' 9 _ F.V. �. Elev. + I I' 74"+, F.V. Q6+ Top of Existing Finished f Rldge @ Master Bedroom fL_l I! I1! Elev. + I P 5"±, F.V.I � I I I I I I I - 02 O1 Existing outdoor shower, to remain Top of Existing Finished Top of Existing Flnished Floor @ First Floor — — — — — — — — — — — — — floorO@ First Floor Elev. 0'-0" Exist. Deck on Grade Beyond (To P,emain) Existing Deck(To Remain) Existing house (To Remain) New Addition Existing house New Addition Existing House (To Remain) -� (To Remain) -ter SOUTH ELEVATION Top of Existing Finished EAST ELEVATION Date: 3 Primary Ridge /� `-r Permit Set 7-17-24 I ii i �i Elev. + 1 5'-!z"+ F.V. Note: Scale:/4 = I -0 / Scale:%4" THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE — — — — • • — • • SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS A-3 AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Top c Existing Finished RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE _ —————————— Ridge @Master Bedroom DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL $ New Addition TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN Elev. + 1 2' 9 "±, F.V. WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF \\ I POSPISIL&BROWN ARCHITECTS,P.C. COPYRIGHT 2023. ALL RIGHTS RESERVED. \\ I Top of Double Wall Plate @ New Addition Seal: I. — . . ;tEu ARC 12±, F.V. ` � y�TF ems, Np�MESA I I � a • 1 0- I I OIe405 1 1 qlF OF NEY1 yp, I I Top of Existing Finished Breakfast Area I r Kitchen Nall Bath Bedroom #2 I New Bath I JiltFloor @ First Floor Drawing Name: 1 Elev. 0'-0" 1 EXTERIOR ELEVATIONS 1 BUILDING SECTION I 1 I I I I �— Unfinished Basement 1 New Crawl Drawing Number. BUILDING SECTION (LOOKING NORTH ©Q 5 Scale:%4" = 1 '-0" I _JIL LIL11 _-� Top of New Ridge @ Addition POSPISIL & BROWN — — — . - ARCHITECTS Cricket beyond, ref. roof plan , P. C. LI] I j_L /, 14 X94 LVL Ridge x fram g to remain, G.C. to verify condition / www.pospisilbrown.com New 'GAF' asphalt roof (Pewter Gray) ' 141 Hampton Road T: 631.283.3465 Ice * water shield on all eaves (min 24" from mslde Southampton,NY. 11968 F:631.283.3593 edge of exterior wall ) * valleys / — I mm thick H dr Obd ke or approved equal wrap by Benjamin , y pp q z" CDX plywood sheathing with I" rigid n5ulation, Project Name: min. G.G R value, Similar to 'Zip System' or approved equal 2x8 roof rafters w/closed cells ra foam Schneider Residence p Y insulation (min. R-42) 890 Ruch Lane Copper flashing @ drip edge Southold, New York gk Top of Wall Plate @ Addition EL. +7'-72'± (Align w/ Existing) I x 'Azek' fascia board 2x8 ceiling joi5t5 @ I G" o.c. ; �— 2x 'Azek' sub fascia Wood crown, ptd. Profile to be I x 'Azek' soffltt selected by owner For header sizes, reference structural drawings — — Window dead Height EL. +G'-9"± (Align w/ Existing) C New clad exterior thermal pane window t doors by Marvin wl .28 U value min. � I Shaded area represents existing framing to remain, G.C. to verify condition New 'Hardie' artisan 5hiplap siding, typ. (color to be g" 5heetrock (unless otherwise noted), determined by owner) reference interior elevation sheets I mm thick'HydroGap' hou5ewrap by I x wood baseboard, ptd. Benjamin Obdyke, or approved equal Finish flooring, see floor plans 2' CDX plywood sheathing with I" rigid insulation, (R-G.G), and interior elevations similar to 'Zip System' or approved equal : 4" plywood sub-floor, glued and screwed ' 2xG wall studs @ I G" o.c. with 3-2' (R-2 1) batt insulation, typ. 2x8 floor jo15t5 to be 5i5tered to exist.- : Reference S-drawings for directions ; li Hurricane strapping; Refer to sheet A-0. R-30 batt insulation Medium density closed cell insulation NEW BATH within floor cavity, typ. at perimeter, 3" min., typ. Top of Existing Finished IV / -� Floor @First Floor - EL. 0'-0" (Align wl Existing) I8" rim board (2) 2x4 treated Sill plate w/5ill sealer and 'Copperkraft' termite shield (installed copper side up)- typ., with g' x 18" hooked anchor bolt with washer at top @ 32" o.c., 1 2" from corners and openings- typ. OIL Top of Poured Conc. Wall EL. -0'-1 02"± (Align w/ Existing) Date: O ° 1 O Permit Set 7-17-24 Note: ° I I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE Approx. finished grade SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE I I ° USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& 2- #5 re-bar continuous, 3" from top and bottom BROWN ARCHITECTS,P.C. H .SHALL BE DEEMED E AUTHORS ad AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER d I E (I) heavy coat spray-on waterproofing (by RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND HEREIN,INCLUDING ALL 77 ° 1 I I 'Watchdog' or approved equal) on exterior face TECHNICAL RAWINGS,AREi BED° PROPRIETARY AND CANNOT BE ° 1 1° of all foundation walls- typ. COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN - - I I WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. �) Continuous poured concrete foundation wall - _ v a (4000 p5i) COPYRIGHT 2023. ALL RIGHTS RESERVED. ° Shaded area represents existing concrete Seal: y`O wall to remain, G.C. to verify condition ` kE� ARCly OLME3 -o ° • �► #4 dowels @ 18" O.C. , > - = d° ° 2.5" blueboard rigid insulation (R-12 min) �, 01g405 I - I I d rgTF 14OZ- °I i I 2- #5 re-bar continuous, 3" from top and bottom OF NEw CRAWL SPACE G" _ G4"I� �' G" Drawing Name: 41 ° I I Af,, Top of Poured Conc. Slab a °° a ° d ° ° ° ° ° a O I EL. -5'-2 "+ (Align w/ El5tin In° a da d ° ° d ° a ° ° 2 TYPICAL WALL SECTION I I _ - g J 44 ii iliii iI ii ii ii ii II si ll li it li li ii ii it Ii li ii ii ii Ii iI ii ii ii ii Ii iiili iI it ii ii i , I ° a d ° a ° ° — — Top of Poured Conc. FootinEL. -5'-G2'± (Align wl Existing) ° I a I I 2x4 continuous keyjoint ° ° O d ° d`J II Continuous poured Conc. footing (4000 psi) a G=__J ° Drawing Number: a 4 ° ° O====a=O===�=-_ #4 re-bar horiz. @ 18" o.c. TYPICAL WALL SECTION 3- #5 re-bar continuous, 3" from bottom and 51de5 0 QD' Scale: 12" STRUCTURAL PLAN LEGEND POSPISIL & BROWN ARCHITECTS, P. C. 1 0 1 3 2" Dia. Steel Column L_.J �[]� 3-2x6 Post. Unless noted otherwise www.pospisilbrown.com 141 Hampton Road T:631.283.3465 ❑ Point Load From Above Southampton,NY. 11968 F:631.283.3593 ❑R Point Load From Roof - - - - Project Name: -' Beam Line I � Interior Bearing Wall I �`,�/ I Schneider Residence I Framing Notes: — — _ _ 890 Ruch Lane Southold, New York .) Provide solid blocking below all frame walls. 2.) All dimensions are from framing unless otherwise noted. I 3.) Use (2) 7 4" L.V.L. headers for windows and doors unless otherwise noted. ®; 4.) Wide flange beams with offset point loads from above to receive web stiffeners below offset point load, typ. y ---- 5.) Roof rafters shall be doubled-upwherever double collar ties I �\ are shown. I - 1- - - - - - -1 -I ---- IF --- - 2x8 6eilin Joists I I IG" O.C. I I I I ' ' I I I a � I I I ---- — ' I T— I L Cq FI RST FLOOR CEI LI NG TAM I NG PLAN 2 Scale:14" = 1 '-0" - - - - - - - I — - - - - - -I I I I I I j j I I I Date: Permit Set 7-17-24 Note: I \ I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY RS OR L SUPPLIERS THE OWNER, R PROJECTS OR FOR ADDIT ONS T00 THIS 1 2x8 R.R. I JLo\ I PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& E ❑ BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS @ I G�� •C• N N AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER _ O L L N L O O RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE �i v DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE i 9 l COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN 9 J BUJ Z_ WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF O it I POSPISIL&BROWN ARCHITECTS,P.C. o O —Iv O O COPYRIGHT 2023. ALL RIGHTS RESERVED. k L L Seal: E� Af? y r min- 2x8 Roof Rafters ` `y `T \ — @IG" O.C. —T 0 0 U F x x OLME3 �' N N 2x8 Roof Rafters m I m P N AO O.C. N v 2x8 Floor Joists @IG" O.C. CL Ln + LL, ExistmcJ 2xG F.J.'s @ Existing 2xG F.J.'s @ Existing 2xG F.J.'s @ Sp 018' @`f' O q I G" O.C. (to remain) I I G" O.C. (to remain) / I G" O.C. (to remain) qTF OF ry+ 00 (s E`N�0 c' CL/ ow> X _ �h N @) I Drawing Name: - - - - - - - - - — — FRAMING PLANS i — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - -\ � Drawing Number: ROOF FRAMING PLAN `Z' FI RST FLOOD EDAM I N G PLAN 3 D Scale: %4" = I '-0" ( ==5ca1e,:/4" = 1 '-0" © .:. b ELECTRICAL SYMBOL LEGEND POSPISIL & BRO�JN Switch ARCHITECTS , P . C. Three-Way Switch 4 Four-Way Switch D Dimmer or Variable Speed Pan Control www.pospisilbrown.com 3D Three-Way Dimmer Switch EXISTING 141 Hampton Road T: 631.283.3465 $4D Four-Way Dimmer Switch Southampton,NY. 11968 F: 631.283.3593 ENTRY STOOP r I J Jamb Switch Duplex Outlet —� Project Name- Split Spilt Wire Duplex Outlet EXISTING _ _ _ _ _ _ _ _ _ _ _ _ Outdoor (� DECK Shower 'f`(GFI Ground Fault Interrupter Duplex Outlet I Schneider Residence 030.1 Duplex Outlet w/Specified Height OU56 Duplex Outlet w/ USB Port DINING ROOM Cabinet Mounted Duplex Out let Existing to Remain 890 Ruch Lane ® Southold, New York Recessed floor Outlet (Duplex) I BEDROOM # I — — — — — — — — — — — — — — — ExrstingtoRemain Waterproof Outlet (Exterio^) I I 0 Dedicated Outlet or J Box for Appliances QuadrUPICx Outlet I F1 _ I LIVING ROOM -� Wall Mounted fixture (Sconce) i Existing to Remain E I I CL. CL. et I�`� ....... Wall Mounted fixture w/ Switch Exterior Wall Mounted fixture I I I e"H111 � NEW Recessed Accent Light I I— - Recessed Ceiling Fixture I � e z Ile Exterior Recessed Ceiling fixture 1 8 P IECKG 1 BREAKFAST Recessed Ceilin Wall Was-her D I AREA - -— - g I Existin to Remain o KITCHEN CL. BEDROOM #2 \ -w� Recessed CCllln0J fixture for Wet Location g Existing to Remain HALL 1 ---- U BATH I' Existing to Remain c Clo5et; Interior Fixture Existing Shower to Remain Shower Pendant Hung or Surface Mounted I =� v 4- Decorative Fixture i I � `t, Recessed Adjustable Down light CQ_ 4� Porcelain Surface Mounted Ceiling fixture �--� Under Cabinet Lighting ----- LED Rope Lighting Ceihn,] fan EI RST FLOOR ELECTRICAL PLAN LT Ceilin43 Fan w/ Light Fixture ® Exhaust Fan Exhaust Fan whicjht W Exterior Flood Licjht Exterior Recessed Wall/ 5tep Light Telephone Jack ® RecC55ed Telephone Jack 1 Doorbell 4 Door Chime 0 Smoke Detector F71 Carbon Monoxide Detector I ASSUMED EXIST. r� Garage Door Key Pad CRAWL SPACE ® Ceiling /Wall Mounted Receptacle for Garay]Ie Door Equipment I EXISTING Date: CRAWL Permit Set 7-17-24 4 Garac3c Door Opener _ _ _ — SPACE Note: DRAWINGSTHESE PROPERTY OF Exiatmg to Remain I POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE � Alarm System Key Pad OR Cable;Television Jack I USED THE OWNER,CONTRACTOR,SUB-CONTRACTORS T SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BRO SHAL BE Duplex Cat Cable Receptacle I I AND RETAIN ALL ARCHITECTS,P.C.LAW,STATUTORY AND OTHER AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE Central Vacuum Outlet DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL Q IF ASSUMED EXIST. TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,WITHOUT COMMERCIALLY EXPLOITED,IN WHOLE OR IN 1 �P Speaker CRAWL SPACE OPYRIGHT 2023RA RIGHTWRITTEN EISERVED.THORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. 4 Thermostat Seal:0 �izE� aRCh,.,r EXISTING NEW I �,� oLMEs F�� UNFINISHED CRAWL I I �vP �A0 BASEMENT SPACE Electrical Notes: EXISTING Q Exrsting to Remain I I � CL 1 .) All receptacles to be centered in baseboards unless ( CRAWL I noted otherwise. 2.) All switches to be 44" o.c. above finished floor (AFf) SPACE I IT., I S+�qT� 0184�5 y0�� unless noted otherwise. Existing to Remain OF NE 3.) Any floor outlet locations shown are approximate and shall be field positioned by owners once furniture layouts ( I Drawing Name: are known. to be mounted 42" O.C. (AFf) I _ 4.) All GFI outlets @ unless otherwise !shown on interior elevations. BASEMENT FIRST FLOOR J 5.) All exterior lighting to comply with local 'Dark Sky � ELECTRICAL PLANS Society' laws and regulations. G. All carbon monoxide detectors to be mounted @ 5' (AFf) unless noted otherwise. Drawing Number: BASEMENT ELECTRICAL PLAN SS SS��S e POSPISIL & BROWN R U C H L A N E ARCHITECTS, P.C. Edge of Pavement hi N T www.pospisilbrown.com Property Line _ _ 141 Hampton Road T:631.283.3465 = Southampton,NY. 11968 F:631.283.3593 J Exi5ting utility Existing a pole (to remain) water meter ai (to remain) o Project Name; � I I New I Driveway-- Schneider Residence :E---Edge of exist walkway to be removed I 890 Ruch Lane Southold, New York 35'-0" Front New walkway Yard Principle Building Setback — — _ Existing outdoor I ` ,, - Building,P rmit Shower, to be removed Obta1 or ion 12'-43 1r Property of: :..: Donald J Schneider �0 \ Pamela E Schneider New stoop ` Situate: 10 New outdoor :....... I i `�\ ".EX15TI shower I\ r' Existing A/C \15TORY,H --- unit (to remain) Town of Southold '(TO REM `\ ' Suffolk County, New York ExtSttng basement ' \ \L -7 i\ \ access (to remain) Area: 7,987 S.F. 9'-7/4' SCTM No. I� I 1000-52-02-31 I --= II 10'-G" Zoning District:_E_xi_st._D_ec_k,_ R-40 Residentsa I) :..............: to remain (Deck 2) New Survey Provided By: Ra15ed:Deck 10'-43/4' (Deck 3) Peconic Surveyors, P.C. ......... P.O. Box 909 New wood 5tatr5 + ( 230 Traveler Street Southold, N.Y. 1 1971 to I h Permit Set 1-29-25 OI Existing CC55pool Amended for deck stoop pursuant to ZBA cover (to remain) I approval (original Building Permit#509G8) in I ( I Revision #2 9-5-24 Revision #1 8-20-24 Date: LOT COVERAGE I i Z.B.A. Submi55ion 8-G-24 Ext5t. Deck, Note: EX15tin wood I to remain Top of Bank I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF House= 1 , 138.05 5F stairs t o remain) (Deck 1) POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS Deck i = 9 I . sf (existing to remain) PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS Deck = I I i 5f (existing to remain) Existing wood AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Deck 3= 1 21 .5 5f (increased by 48.5 sf) 5tair5 (to remain) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL Deck 4= to be re moved TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Bottom I COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN of Bank WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF J POSPISIL&BROWN ARCHITECTS,P.C. Decks Tota I= 33 2.2 5f House * Decks Total 1 ,470.25 5f (13 COPYRIGHT2025. ALL RIGHTS RESERVED. — o Allowable Lot Coverage = 1 ,470.8 sf IL Seal: Eij BUILDING PERMIT � _ I : �C-it LMERCy`TFO OBTAINED FOR removal of deck 4 at front door reduces lot coverage by 62.2 �1 Mea I �k vP�,o s n lyr szr�. BATI1 ADDITION I I h 9 W f. Replace wnw7 4 a s R e / e b stoop step. steps, stoop Is t p Y r p p p p EXISTING TO REMAIN Ti ......................... .. .. . . �` Inc I h fs es than 30 s t does not ,count a s cou t t war slot cover�. o d e •'��`. --- CLOSED CELL SPRAY FOAM 9 . f I ..................................................................................................................... ::::. . INSULATION MIN. R-42 TOTAL ... ::::::::::::: :: - ADDITION °C 0 5 S 1 84 0 a : :. .:. : .:: ..:.: . :.: . Sly l --- DRAWING LI T qTF y0. AN 5 T NG TO REMAIN O EXIS I F Ev1 N { :: ::... Drawing Name: 3 BATT INSULATION e -- 0 ADDITION A- 0 SITE PLAN MIN. R 2 I ADD O A-O. I TYPICAL DETAILS EXISTING TO REMAIN ( BATT INSULATION (MIN. R-30) A-0.2 TYPICAL NOTES SITE PLAN BUILDING ART @ ADDITION F_I FOUNDATION PLAN DEP MENT INFO A-1 FIRST FLOOR PLAN A-2 EXTERIOR ELEVATIONS BUILDING SECTIONS Drawing Number. A-3 WALL SECTION @ NEW ENTRY STOOP DETAIL @ NEW RAISED DECK 5-1 FRAMING PLANS 51 TE P LA N THERMAL ENVELOPE (LookinojWC5t) 2 lo 111 _ I Scale: Scale: 8 — 1 -OII RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASD) UPLIFT CONNECTIONS(IF APPLICABLE) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAIL AT DECK(IF APPLICABLE) (POUNDS PER CONNECTION) SIMPSON STRONGTIE RAFTER CONNECTOR SIMPSON STRONG TIE RAFTER CONNECTOR- SIMPSON Refer to table R 802.11 of the I.R.C.2018 RIDGE 12" HDU4SDS2.5 MIN.DISTANCE RIDGE 2-16d COMMON MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B 7-y EXPOSURE B 12" NA 6'p C CARRIAGE BOLTS I 1 POSPISIL & BROWN Ultimate Design Wind Speed V ult MPH FotLLENGTH LARGER THAN 1 1/2" 1y HOLE MAY BE CUT 9 ( )(MPH) RAFTER OF STUD NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT- RAFTER HOLES IN RAFTER OR ROOF SPAN 120 130 140 --(2)2x GIRDER HATCHED ZONES SIDE OF HATCHED ZONE TRUSS SPAN (feet) ROOF PITCH ROOF PITCH ROOF PITCH , o o BLOCKING g" O °° Q NOTCH FLANGE.DO NOT CUT OR ARCHITECTS, P.C. • ENDWALL 6" <5:12 >5:12 <5:12 >5:12 <5:12 >5:12 00 � WOOD POST :r6' L1 2XD1 D1 L2 2XL2 2 12 93 85 126 117 162 150 ° o INIMUM 'MINIM 18 118 108 162 149 209 194 4.1. °• �•'° OST ANCHOR (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE 24 144 130 198 182 255 237 LSU SIMPSON HOLODOWN HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS DO NOT CUT HOLES IN www. os isilbrown.com HDU4SDS2.5 KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. p p 16"O.C. 28 161 145 222 203 287 266 CANTILEVER REINFORCEMENT. 141 Hampton Road TABLE A-END SUPPORT P T:631.283.3465 32 178 160 246 226 319 295 STRUCTURAL RIDGE BEAM Southampton,NY. 11968 F:631.283.3593 DETAIL RIDGE BOARD DETAIL CATHEDRAL CEILING ' +• , ONCRETE PIER MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT 36 221 198 270 281 399 370 SCALE:NOT TO SCALE SCALE:NOT TO SCALE DETAIL HOLD DOWN CONNECTION BETWEEN FLOORS JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 42 221 198 306 281 399 37O SIMPSON STRONG-TIE ITEM:CS20 OR LSTA 15 SIMPSON STRONG-TIE LSU SERIES SCALE:NOT TO SCALE DEPTH 2" 3" 4" 5^ 6Y" 7" 8Y' 11' 13" 2" 3+ 4" 5" 6Y" 7" 8Y' 11' 13" 9Y2 360 T-6 2'-0" 3'-0" 4'-0" 6'-0" 1'-T 2'-6" T-6" 5'-0" 5'-6" LSU26-2x6 AIL TYPICAL DECK RAILINGIPOST ANCHOR t " 48 246 221 343 314 447 414 LSU28-2x8,ZOO,2x12 11/ 560 1'-0" 1'-0" 1'-6" 3'0" 5'-0" 5'$" 8'-0" 1'-0' 2'0" 3'6" 5'-0" T-0" 7'6" 8'-0" Project Name: ROVIDE CS20 WITH 7 " 5)8D COMMON NAILS @ EACH SIDE. PROVIDE CS20 OR LSTA 15 SCALE:NOT TO SCALE WITH(7)IOD COMMON NAILS 81MPSON HOLODOWN (2)16D COMMON NAILS " + " " , " OVIDE EA.RAFTER PROVIDE @ EAI RAFTER HDU4-SDS2.5 @ 6'O.C.OF STUD FOR FULL LENGTH 14 560 1-0" 1-0 1'-0" 1-0" 2 6 3'-0 6-0" 9'-0" 1'-0" V-0 V-6" 3'-6" 6-6" T-0" 9'-0" 10'-0" ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS WOODBEAM 16" 560 V-0" V-0' V-0" V-0" V-17 V-0" T-0" 6'-6" 10'-0" 1'-0" 1'-0" V-0" V-6" 5'-W 6'-0" 0'-0" 11'-0" Refer to table R 301.7 of the I.R.C.2018 Refer to table R 301.5 of the I.R.C.2018 SIMPSON BC COLUMN CAP STRUCTURAL MEMBER ALLOWABLE USE LIVE LOAD DEAD LOAD SIZE AS REQ. TABLE B•INTERMEDIATE OR CANTILEVER SUPPORT Schneider Residence DEFLECTION Ada without storage 10 PSF 10 PSF WOOD POST MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT Rafters having slopes greater than 3:12 With finished ceiling U180 Attics with storage 20 PSF 10 PSF JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE BLOCKING(�ENDWALL TJI® 890 Ruch Lane not attached to rafters DEPTH 2" 3" 15' ' 6Y' 7" 87/" 11" 13" 2" 3" 4" 5" 6Y" 7" 8%" 11" 13" 930 Attics 30 PSF 10 PSF c• 2'6" 4" 8'-0" 2 6" 3'-0" 4'6" 6'6" 7'6" Interior walls and partitions fi/180 Balconies&decks 40 PSF 10 PSF " 9Y2" iso 3'-0" 4'-0" 9'0" 3'-0' 4'-6" 5'6" 7'6" 8'-0" i FOUNDATION WALL Southold, New York e' 7 ' V-6" 3'-0" 8'-0' 8'-6"12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'6" 11'-0"12'-0"Floors LI360 Guards and handrails 200 PSF 10 PSF a wooD POST "" 560 1'-0' 1'-0" 5'-6" 6'6" 6" 1 '6" 1'0" 3'0" 5'-0' 7'-0" ilY-0" 11'-0 13'6' 15'-0'Ceilings with brittle finishes(including plaster&stucco) L/360 Rooms other than sleeping rooms 40 PSF 10 PSF r DIA.ANCHOR ROD(ASTM A36) 560 1'-0" 1'-0" 2'-6" 3'6" 7'-0" 11'-0"15'-0" 1'-0" 1'-0" 3'6" 5'6" 9'-0" 10'-0" 4'-6" 16'0" 18'-0" DRILL AND SET INTO TOP OF 7 MIN SIDE COVER Ceilings with flexible finishes(including gypsum board) 1_1240 Sleeping rooms 30 PSF 10 PSF FOUNDATION WALL RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. HILT]HY200 ADHESIVE SYSTEM OR HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8'OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. All other structural members LJ240 Stairs 40 PSF 10 PSF EQUIVALENT,6'EMBEDMENT,MAINTAIN : o KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. Exterior walls wind loads with taster or stucco H/360 Roof loads(Adjustments per table R301.6 20 PSF 20 PSF IMPS STRONG TIE T MIN.TO EDGE OF CONC. SIMPSON PBS i? e p ( J P ) HURRICANE CORNER HOLD DOWN-OPTION COLUMN BASE ' FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND • �: � Exterior walls-wind loads with other brittle finishes H/240 Garages TIE MODEL NO.H2.5A SIMPSON STRONG-TIE ITEM:HDU4SDS2.5 SIZE AS REQ �.:. `` HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. 50 PSF 50 PSF @�RAFTER :• PROVIDE @ Ea.OUTSIDE EXTERIOR WALL CORNER(SEE PLANS) DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD Exterior walls-wind loads with flexible finishes H/120 SIMPSON STRONG-THE ITEM:H2.5A MODELSIMPSONP R RAFTER S ITEM:LSSU SERIES CONDITIONS OR HOLE CONFIGURATIONS USE(LEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. MODEL PER RAFTER SIZE Lintels supporting masonry veneer walls U600 PROVIDE @ EA.RAFTER PROVIDE @ EA.RAFTER DETAIL TCORNER HOLD DOWN-OPTION DETAIL TYPICAL PORCH BEAMICOLUMN ANCHORS ALLOWABLE HOLES - TJI®JOISTS DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE SCALE:NOT TO SCALE FASTENING SCHEDULE SCALE:NOT TO SCALE SCALE:NOT TO SCALE p}•bearing plate bysimpson SIMPSON DTT2Z Refer to table R 60 . 1 of the I.R.C.2018 IMPSON STRONG TIEWITH 1/2"0 GALV. HURRICANE 'tread rod THREADED ROD WITH " Description of Building Element Number&Type of Fastener Spacing and Location TIE MODEL NO.H2A NUTS AND WASHERS FLOOR SHEATHING NAILED ��RAFTER min.edge distance (INSTALL AT EVERY s•MAX.O.C.TO JOIST WITH MICROLLAM@ LVL 2 X DIAMETER OF THE NOTES: OTHER DECK JOIST) HOLDDOWN AND PARALLAMO LARGEST HOLEJDEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. ROOF FRAMING ouble 2 x in. A34 A34 forheaderobeam PSL HOLE ZONE (MINIMUM) 2. ROUND HOLES ONLY 1 Blocking between ceiling joists or rafters to top plate 3-8d common toe nail 3. NO HOLES IN CANTILEVERS. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 2 Ceiling Joists and top plate 3 8d common per joist,toe Waif d 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN MTS30 ILLUSTRATIONS AND TABLES. 3 Ceiling joist bit attached to parallel ratter,laps over partitions 3-16d common face nail M0 emv}coupler nut bysimpson 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE 4 Ceiling joist attched o parallel rafter(heel joint) 4-16d common face nail(refer to table R8oz.5.1(9)ofthe I.R.c.2ots DECK JOIST STRUCTURAL ENGINEER. min.end distance MICROLLAM LVL AND 5 Collar tie to rafter,face nail or 1 "x 20 ga.ridge strap to rafter 3 10d common face nail,each rafter LOOR JOIST PSL PARALLAM HEADER MAXIMUM ROUND (SOLID 2X JOIST OR 2X 6 Rafter or roof truss to plate 3-1 od common 2 toe nails n one side&1 toe nail on each side SIMPSON LUS BLOCKING) L/3 ALLOWED HOLE ZONE U3 DEPTH HOLE SIZE Roof rafters to ridge,valley or hip rafters 3.16d common toe nail DErall HOLLOW COLUMN CONNECTION HANGER 4Y" 3 7 or roof rafters to in.2"ridge beam SCALE:NOT TO SCALE 12 P.T.LEDGER WITH 27 1 518.THROUGH BOLTS @ 7Y'to 20" 2" 2-16d common end nail RAFTER CONNECTION TO RAFTER CONNECTION TO 16'O.C.STAGGERED SEE ILLUSTRATION FOR DETAIL TOP PLATES&STUD WALL DETAIL TOP PLATES&STUD WALL(w/HEADER) CONTINUOUS FLASHIN WALL FRAMING (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO ALLOWED HOLE ZONE SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE A 1/4•MIN.SEPARATION FROM THE BUILDING) 8 Stud to stud(not braced) 16d common 24"oc face nail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: TYPICAL (LEVEL LVL PENETRATION SCHEDULE AND DETAIL DETAIL A3418GA 1-7116 x2-112' A3418GA 1-7/16'x2-112 9 Stud to stud and abutting studs at intersecting wall corners(at braced wall panels) 16d common 16"oc face nail USE 8-8D-PLACE @ 16-D.C. USE 8-8TYPICAL DECK JOIST TO BUILDING D-PLACE @ 16-O.C. ° CONNECTION DETAIL NOT TO SCALE 10 Built-up header(2'to 2"header With?spacer) 16d common 16"oc face nail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: CS20 11 Continuous header to stud UTS3016GA 30"LONG MTS3016GA 3T LONG • ' SCALE:NOT TO SCALE 4-8d Common toe nail USE 7-100 NAILS TO RAFTERS USE 7-101)NAILS TO RAFTERS USE 3-80 NAILS MIN.TO PLATES USE 3.8D NAILS MIN.TO PLATES T MINI AUM ° 12 Top plate to top plate 16d common 16"oc face nail USE 7.10D NAILS TO STUDS USE 7-101)NAILS TO STUDS e . 131 16" Double top plate splice for SDCs A-D2 with seism face nail on each side d (3)LVL 8" seismic braced wall line spacing<25' 8-16d common (min.24'lap splice each side of end joint) LTP4 5/8"0 A307 BOLTS USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE 14 Bottom late to joist,rim joist or blocking(not at braced wall panels) 16d common 16"oc face nail THE CODE REQUIRED MINIMUM CENTER TO � a � CENTER SPACING FOR NAILS ° 1 15 Bottom late to joist,rim joist or blocking(at braced wall panels) 2-16d common 2 each 16"oc face nail - � - 16 Top or bottom plate to stud 4-8d common toe nail ° I ° ° 2-16d common end nail - 17 Top plates,laps at corners&intersections 2-16d common face nail MTS30 AT RAFTER SIMPSON STRONG-TIE ITEM:CS20,LTP4 SIMPSON STRONG-TIE ITEM:LBPS ACZ TO HEADERS BY N 18 1"brace to each stud and plate 2-8d common face nail � MIN.1 'SIMPSON STRONG TIE' PROVIDE GS20 X 24.USE 9100 NAILS STUD&9-1 OD INSTALL 518'DIA.BOLTS: LTP4 NAIL S @ BOX&PLATE @ EVERY STUD 2 STORY:48"O.C.PER IRC 2015 R403.1.6 UNO 6" 19 1"x6"sheathingto each bearing WITHIN IT FROM END PLATE SIMPSON STRONG-TIE ITEM:A Z COUNTERSINK BOLTS n9 2 8d common face nail CL AR PROVIDE LTP4 20 GA.3'X4117 LATERAL TIE PLATES, (MIN.2 PER PLATE) LTP420GA.3"x4.1/2' (2)FLITCH PLATES 20 1"x8"sheathing and Wider sheathing to each bearing 3-8d common face nail LATERAL TIE PLATES CS20 SPAN C T USE 6-8D X 1 1/7 NAILS IN PLATE&6 8D X 1 1YY NAILS INTO BOX USE 12-8d x 1-117 NAILS LENGT FLOOR FRAMING (6 NAILS INTO PLATE, DETAIL POST&BEAM CONNECTION 6 NAILS INTO BOX DETAIL PLACE @ 37 O.C. MIN.12" DBL.SILL PLATE TO FLOOR TOSTUD DETAIL SILL PLATE TO FOUNDATION FLITCH BEAM DETAILS (IF APPLICABLE) 21 Joist to sill,top fate or girder 3-8d common toe nail SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE MINIMUM 7/8' 22 Rim joists,band joists,or blocking to sill or top plate 8d common 6"OC toe nail END DISTANCE NOT TO SCALE 23 1'x 6"subfloor or less to each joists 2-8d common face nail EQUAL NUMBER OF SPECIFIED NAILS IN EACH END HANGER CONNECTION DETAILS(IF APPLICABLE) DETAIL FLOOR TO FLOOR CONNECTION DETAIL EXTERIOR HEADER TIE DETAIL Permit Set I-29-25 24 2"subfloor to joist or girder 2-16d common blind and face nail SAW LUMBER ENGINEER WOOD JOISTS SCALE:NOT TO SCALE SCALE:NOT TO SCALE 25 2"planks(plank&beam-floor&roof) 2-16d common at each bearing,face Waif rMINiI4uM 2 SIMPSON LSTA 21 L I ( ) Amended for deck 4 stoop pursuant to ZBA 26 Band or rim joist to joist 3-16d common each nail SIMPSON STRONG-TIE ITEM:CS20 20 GA. SIDECOVER ( ) 2 SIMPSON LSTA 21 20 GA.38'L(PLACE @ 16'O.C.) 1-114'W X 21'L c o STRAPS STRAPS approval (orfc3inal Building Permit #50968) 20d common nail each layer.32"oc at top&bottom&staggered CLEAR SPAN+24" (1)@ SPANS LESS THAN 6'-0'w/1610D NAILS " USE 9-tOD NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 6'-0-&LESS Ik Date: 27 Built-up girders and beams,2"lumber layers TOTAL OF 18-IOD NAILS THAN 17-W wl 1610D NAILS 2-20d common face nail at ends&at each splice Z.B.A. Submission 8-6-24(ADDITIONAL NAILING THRU PLATES&BOX O 28 Ledger strip supporting joists or rafters 3-16d common at each joist or rafter,face nail A SIMPSON HD5A AT EACH END Note: 29 Bridging to joists 2 10d(3"x0.128") each end,toe nail 04:•.• OF WALL INCLUDING WINDOW THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF AND DOOR HEADERS POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE ROOF SHEATHING SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SIMPSON STRONGTIE ITEM:AS SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS SIMPSON STRONG-TIE ITEM:HU7 SIMPSON STRONG-TIE ITEM:MIT 2X6 STUD WALL 16"Q.C. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& Structural Panels 8d common 6'edge/6"field(use 8d ring shank nails PROVIDE HU7 @ EA.JOIST PROVIDE MIT @ EA.JOIST 15/32 STRUCTURAL 1 PLYWOOD BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER PANELS INSTALLED VERTICALLY 5' "from gable ends&eaves) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DETAIL FACE MOUNT HANGER 7DET7AILTFACE MOUNT HANGER DETAIL POST&BASE CONNECTION P T BOTH SIDES OF WALL. 6"O.C. DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL Diagonal Board Sheathing E J EDGE NAILING AND 12"FIELD WITH TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE Threaded COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN Studs 10D NAILS 1-1/2"MIN. WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF 1"x 6'or 1"x 8' 2-8d common per support 1"x 10"or wider 3-8d common per support R PENETRATION INTO FRAMING. POSPISIL&BROWN ARCHITECTS,P.C. ORNE DEBRIS PROTECTION(IF APPLICABLE) FRAMI�� Floor Joist COPYRIGHT 2025. ALL RIGHTS RESERVED. Ceiling Sheathing(gypsum board) 5d coolers T edge/10"field Table R301.2.1.2 NYS IRC Windborne Debris Protection 3'No.8 SCREWS 1T O.C. Install seal: `tEv ARCy/T WALL SHEATHING Fastening Schedule for Wood Structural Panels washers Structural Panels 8d common 3'edge/12"field Fastener Type Panel Span Panel Span Panel Span Structural Fiberboard Panels ^ 1 "gale.roofing nail,Ikhead d.,or 1" 3"edge/6"field Less than or Less than or Less than or WASHER(TYP.) vP OJ, SIMPSON STRONG-TIE crown staple 16 ga.1 }"long Equal to 4 ft Equal to 6 ft Equal to 8 ft HD5A BETWEEN FLOORS y Structural Fiberboard Panels �^ 1�'gaN.roofing nail,�g'head d.,or 1' 3"edge/6"field No.S wood screw 2 crown staple 16 ga.1}'long 9 " " " 1/2'PLYWOOD "MINIMUM OF SEVEN BOLT O Gypsum Wallboard(t) i}'gaN.roofing nail;staple gaN.1} 7"edge/7"field based anchor with 16 O.C. 10 O.C. 8 O.C. Iang;1}•screws type W or S 2"embedment length DIAMETERS TO ACHIEVE OI840y GLASS TABLE LOADS.THIS DISTANCE S � Gypsum Wallboard( ) 1 f gaN.roofing nail;staple gaiv.1 ' " No.10 wood screw long;11'screws type w ors F OF NE`N 7 edge/7'field based anchor with 16"O.C. 12"O.C.O.C. 9"O.C. ID STANCE MAY O HOLD DOWN ° •9 j yob 2-8d common (see table 3.9) 2"embedment length PLASTIC-COATED PERMANENT WOOD WITHOUT AFFECTING LOAD Diagonal r Sheathing Drawing Name: SCREW ANCHORS CAPACITY,PROVIDED THE 1^x Tor 1"x 8" 2-8d Common per support This table is based n 180 ultimate design wind speed&a 33'-0'mean roof he ght ANCHOR NUT IS NOT S -Fasteners shall be stalled at opposing ends f he wood structural panel.Fasteners shall be located a min 1'from the edge GLASS OVER-TORQUED,WHICH 1"x 10"or wider 3-8d common per support of the panel COULD SPLIT THE STUD. -, - I I ---J SIMPSON HD2A TYPICAL / �T G Anchors shall penetrate through the exterior wall covering with n embedment length of not less than 2"into the building 1/2'PLYWOOD 1 1 PI CAL D L 1 AI L✓ FLOOR SHEATHING frame.Fasteners shall be located not less than 2?from the edge of concrete block or concrete. WITH SSTB20 A -Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors Structural Panels having a minimum ultimate withdrawal capacity of 1,500 pds. FRAMIN 1"or less 8d common 6"edge/12'field WINDOWS-GLAZED OPENING NOTE: 10d common 6"edge/12"field greater than 1" g FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING ALTERNATE ANCHOR BOLTS MAY BE DRILLED THE LARGE MISSILE TEST CERTIFICATION OF ZONE ll ASTM E 1886-97 AND ASTM E 1996-99 AND)OR EPDXIED INTO FOUNDATION PER APPROVAL OF THE ENGINEER. CONTRACTOR TO 1"x6"or1"x8" Diagonal Board Sheathing 2-8d Common per support OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES ASHER(TYP.) SUBMIT CUT SHEETS OF THE PROPOSED Drawing Number: 1"x 10"or wider 3-8d common per support LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING ALTERNATIVE. TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OFASTM E 1996-99.GLAZING CONFORMING 1 NailingTO WIND ZONE 11,MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. "No.8 SCREWS 12"O.C. requirements are based on wall sheathing nailed 6"on-center at the panel edge.if wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD TYPICAL SHEAR WALL DETAIL (If Applicable) PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF OPENINGS PROTECTION TO WOOD-FRAME BUILDING 4% 4:: NOT TO SCALE r ASTM E 1996 AND OF ASTM 1886.AS NOTED IN NYS RESIDENTIAL CODE. ALTERNATE TO 130 MPH&CLOSER THAN ONE MILE TO COAST LINE OR GREATER THAN OR ©.2 When wall sheathing IS continuous over connected members,the tabulated number Of nails shall be permitted t0 be reduced t0 1-16d nail per foot. EQUAL TO 14OMPH CERTIFIED WINDOW INSTALLATION PLYWOOD PANEL WINDOW AND DOOR 0 PROTECTION FOR WOOD FRAMED BUILDINGS ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi &117/8'TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 Ibs ct DETAIL: PLYWOOD DETAIL @WINDOW OPENING SCALE: NOT TO SCALE - GENERAL NOTES: 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION NOTES: FRAMING NOTES: HVAC NOTES: 0.0 GENERAL NOTES&SPECIFICATIONS: ADOPTS WITH AMENDMENTS IRC 2018 CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL BUILDING CODES WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCE OR LATEST EDITIONS THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CHAPTER 3:BUILDING PLANNING INCLUDING CHAPTER 4 OF THE IRC 2018 OF THE FOLLOWING STANDARDS:NATIONAL FOREST PRODUCTS ASSOCIATIONS,AMERICAN CONFORMANCE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE POSPISIL & BROWN 1. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER-CONTRACTOR AGREEMENT,THE ARCHITECTS CONSTRUCTION PLANS, ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1(2),R404.1(3),AND R404.1.1(4) INSTITUTE OF TIMBER CONSTRUCTION,AMERICAN PLYWOOD ASSOCIATION,AMERICAN OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE SPECIFICATIONS AND INSTRUCTIONS TO BIDDERS AND ALL ADDENDA(IF ANY). SECTION R301:DESIGN CRITERIA OF THE IRC 2018. WOOD PRESERVERS ASSOCIATION STANDARDS WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ALL CONCRETE SPECIFIED BELOW CONFORMS WITH TABLE R404.2 OF THE RESIDENTIAL CODE OF DONE BY MECHANICS SKILLED IN THE TRADE. ARCHITECTS, P.C. OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE GENERAL CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ONE&TWO FAMILY DWELLINGS(2015 EDITION) NEW YORK STATE. ACCORDANCE WITH ACCEPTED PRACTICE. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, 3. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK WHICH DOES NOT CONFORM TO THE DRAWINGS.THE GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL CONTRACTOR,AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT,SHALL CORRECT ALL WORK REJECTED. SECTION R303:LIGHT VENTILATION AND HEATING CONSTRUCTION. WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO CODE EXISTS,THE WORK 4. SHOULD THE DRAWINGS AND/OR SPECIFICATIONS,IN THE OPINION OF THE CONTRACTOR,SHOW ADDITIONAL WORK,OR WORK 1, ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE OF MORE EXPENSIVE CHARACTER THAN OF ACCEPTED PRACTICES,IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY REQUIRED GLAZING AREA HABITABLE ROOMS: 8% WOOD FRAMING INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE ARCHITECT IN ORDER THAT PROPER ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL ASSUME FULL o 2. ALL REBAR ASTM A-615 GRADE 60. SOUTHERN BUILDING CODE CONGRESS. www.pospisilbrown.com RESPONSIBILITY FOR WORK DONE,OR MATERIALS SUBSTITUTED,WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT,IF SUCH REQUIRED OPENABLE AREA: 4/o WORK OR MATERIAL IS IN CONTRAST TO THE CONTRACT DOCUMENTS,DRAWINGS OR SPECIFICATIONS PREVIOUSLY APPROVED. PROVIDE 3 5Q FT OF WINDOWS.1.5 SO FT OPERATIONAL IN BATHROOMS*EXCEPTION: 3. FOOTINGS WIDTHS SHALL COMPLY WITH TABLE R403.1(1)OF THE IRC 2020. FOOTINGS SHALL BE MINIMUM SPECIFICATIONS:1.ALL LUMBER IS TO BE N0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING 141 Hampton Road T:631.283.3465 MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH THE INTERNATIONAL Southampton,NY. 11968 F:631.283.3593 4. THE LATEST EDITION OF THE GENERAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHALL GOVERN AND BE WHERE ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED PLACED AT A DEPTH TO CONFORM TO ALL FEDERAL,STATE AND LOCAL BUILDING CODE. FB=875 PSI RESIDENTIAL CODE PARTS V&VI,CHAPTER 12 THRU 24. MADE PART OF THESE SPECIFICATIONS. PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS FOOTINGS ARE TO BE INSTALLED ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY FV=180 PSI ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH THE 5. DISCREPANCIES: OF 1 TON PER SQUARE FOOT,UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS FC PERP=625 PSI INTERNATIONAL RESIDENTIAL CODE PART VIII CHAPTERS 33 THRU 42, -WHENEVER THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS OR THE DRAWINGS AND SPECIFICATION,THE GENERAL SECTION R304:MINIMUM ROOM AREAS ARE TO BE INSTALLED A MINIMUM OF T BELOW GRADE UNLESS INDICATED OTHERWISE. E=1,600,000 PSI CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL OR PROVIDE MIN.1 ROOM WITH NO LESS THAN 120 SO FT GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE Project Name: WORK CALLED FOR,UNLESS OTHERWISE ORDERED IN WRITING. 4. REBAR SHALL BE RUST FREE AND PLACED NO CLOSER THAN 1 k FOR#5 BARS AND SMALLER 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: CONNECTED,IN ACCORDANCE WITH SECTION E3507 AND SIZED IN ACCORDANCE WITH 6. WRITTEN DIMENSIONS(OR NOTES REGARDING ALIGNMENTS OR CENTERLINES)SHALL GOVERN OVER SCALED DIMENSIONS. DO OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF AND 2"FOR#6 BARS AND LARGER TO SURFACE TO CONCRETE IN CONTACT WITH EARTH WHEN FB=2,900 PSI E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED IRON OR NOT SCALE DRAWINGS. * STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE V-0"LONG.NON-FERROUS ROD EXCEPTION FOR KITCHENS CONCRETE IS CAST IN FORMS.REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS FV=290 PSI 7. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF OR THE WORK OF THE GENERAL CONTRACTOR AND WITHOUT WINDOWS ARE TO BE INSTALLED 10"BELOW THE TOP OF THE FOUNDATION WALL. FC PERP=650 PSI IS TO BE 1/2"MINIMUM DIAMETER,IN ACCORDANCE WITH E3508.2.1. ANY OTHER SUBCONTRACTORS,NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS, MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0"ANY HORIZONTAL REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO BE E=2,000,000 PSI Schneider Residence INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 8. INTERPRETATION OF DETAILS:IF THE CONTRACTOR OR ANY SUBCONTRACTOR OBJECTS TO ANY DETAILS CONTAINED ON THE DIMENSION ALL ELECTRICAL WORK SHALL BE U.L.APPROVED,, BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND CONSTRUCTION DOCUMENTS,HE SHALL SUBMIT SUCH OBJECTIONS TO THE ARCHITECT IN WRITING WITHIN SIX(6)DAYS AFTER * 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM ALL EQUIPMENT SHALL COMPLY WITH N.E.C.110.3. ISSUANCE OF DETAILS. FAILURE TO DO SO WILL BE CONSTRUED AS CONTRACTOR'S ACCEPTANCE. EXCEPTION FOR KITCHENS 9. MEASUREMENTS:BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL SECTION R305:CEILING HEIGHT 5. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SPECIFICATIONS: UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE $90 Ruch Lane MEASUREMENTS AT THE BUILDING AND THE SITE AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA SEALED/GROUTED. FB=2,800 PSI FROM SHORTS,GROUNDS,OR IMPROPER CONNECTIONS. CHARGE OR COMPENSATIONS WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE MIN.CEILING HEIGHT FOR HABITABLE ROOMS=T-0" FV=290 PSI THERMAL AND MOISTURE PROTECTION: Southold, New York 740 PSI MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE *HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=T-0" 6. JOINT REINFORCEMENT,ANCHOR TIES AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING FC PERP ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. STANDARDS;ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 E=2,100,000 PSI ALL INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE INTERNATIONAL 1.BEAMS AND GIRDERS NOT LESS THAN 4'-0"O.C.CAN PROJECT 6" FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A3666 FOR SHEET METAL RESIDENTIAL CODE AND THE INTERNATIONAL ENERGY CONSERVATION CODE. 10. RESPONSIBILITY:EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL FURNISHED HIM AND FOR THE EXECUTION OF ANCHOR TIES. 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE HIS WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND CONTRACT.HE SHALL PROVIDE WITHOUT EXTRA 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT= FOLLOWING MINIMUM SPECIFICATIONS: ALL ROOFING SHALL COMPLY WITH SECTIONS R902,R903,R904 AND R905.2 OF THE CHARGE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK EVEN THOUGH NOT PARTICULARLY INDICATED OR SPECIFIED. 6'-8"(BEAMS,GIRDERS&DUCTS MAY PROJECT TO 6'-41 T. METAL STRAPPING USED FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO INTERNATIONAL RESIDENTIAL CODE. WEATHER SHALL CONFORM TO ASTM A153,CLASS B-2,METAL STRAPPING FOR USE IN INTERIOR FB=975 PSI 11. DEVIATIONS: THE OWNER RESERVES THE RIGHT AT ANY TIME DURING THE PROGRESS OF THE WORK TO DEVIATE FROM PLANS 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN WALLS SHALL BE MIN.GALVANIZED AND CONFORM WITH ASTM A641,CLASS 1.METAL PLATES, FV=175 PSI ALL FLASHING SHALL COMPLY WITH SECTION R703.4 OF THE INTERNATIONAL RESIDENTIAL OR SPECIFICATIONS. THIS WILL NOT INVALIDATE THE CONTRACT. AN ALLOWANCE OR DEDUCTION WILL BE MADE. REQUIRED HEIGHT CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED DIRECTLY TO WEATHER ARE TO BE FC PERP=565 PSI CODE. 12. EXTRAS:BILLS FOR EXTRAS WILL BE ALLOWED ONLY WHEN WORK IS ORDERED IN ADVANCE IN WRITING. STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS E=1,600,000 PSI 13. TEMPORARY HEAT&POWER:THE GENERAL CONTRACTOR SHALL PROVIDE&MAINTAIN ALL HEAT REQUIRED FOR THE PROPER 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8"CEILING HEIGHT OVER FIXTURES AND ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R703.3(1)OF THE EXECUTION OF THE WORK. A MINIMUM TEMPERATURE OF 55 DEGREES R SHALL BE MAINTAINED DURING APPROPRIATE STAGES SHOWER HEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN.AREA OF FABRICATED FORMA ZINC COATING NOT LESS THAN 0Z.PER SF OR HOT DIPPED GALV. INTERNATIONAL RESIDENTIAL CODE WITH A MIN COATING OF 1.8 PER SF OF STEEL CONFORMING TO ASTM 90. 5.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM OF THE WORK.THE CONTRACTOR SHALL COORDINATE WITH LIPA THE PROVISION OF A TEMPORARY ELECTRIC SERVICE. THE 30"x30"AT THE SHOWER HEAD SPECIFICATIONS: ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH PLASTIC WRAP"TYVEK"VAPOR OWNER SHALL BE RESPONSIBLE TO PAY FOR ALL TEMPORARY UTILITIES. SECTION R308:GLAZING 8. THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL FB=3,000 PSI BARRIER PER TABLE R702.3.5 OF THE INTERNATIONAL RESIDENTIAL CODE AND SECTION 14. TEMPORARY ENCLOSURES:ALL TEMPORARY ENCLOSURES SHALL BE PROVIDED WHENEVER NEEDED EITHER FOR PROTECTION CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO FV=300 PSI R402.1.1 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. FROM WEATHER OR TO PROTECT THE BUILDING AGAINST ENTRY,THEFT OR CONSTRUCTION DAMAGE. PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS POURING CONCRETE. FC PERP=805 PSI 15. GENERAL CONTRACTOR TO COORDINATE WITH OWNERS AUDIONISUAL CONTRACTOR EXACT LOCATIONS OF ALL EQUIPMENT, PERMITTED E=2,100,00 PSI ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED, SPEAKERS,WIRING AND CABLE WIRING. SECTION R309:GARAGES AND CARPORTS 9. THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS WEATHERSTRIPPED OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS 16. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER'S TELEPHONE/CABLE AND ALARM CONTRACTORS EXACT ENCOUNTERED DURING EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR 6.CONSTRUCTION DESIGNED TO WITHSTAND A 130 MPH WIND LOAD AS PER ON OF THE AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL LOCATIONS OF ALL EQUIPMENT,WIRING,ETC. OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED ORGANIC MATERIAL. LISTED STANDARDS. PENETRATIONS,ETC.ACCORDING TO SECTION R402.4 OF THE INTERNATIONAL ENERGY 17. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE AS PER R.301.2.1.1 DESIGN CRITERIA CONSERVATION CODE. RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY CORRECTIVE WORK REQUESTED BY THE OWNER AND/OR ARCHITECT PERMITTED 10. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR BASED UPON UNAUTHORIZED CHANGES ON THE PART OF THE GENERAL CONTRACTOR,SHALL BE COMPLETED BY THE GENERAL PENETRATIONS. 7.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE RECESSED LIGHTING SHALL BE EITHER TYPE IC RATED WITH NO PENETRATIONS BETWEEN CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND WITH NO EFFECT TO THE TIME LINE OF THE PROJECT. PROVIDE VERTICAL SEPARATION,VERT:3l4"RESISTANCE(5/8"TYPE X GARAGE SIDE,1/2" NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE INSIDE OF THE FIXTURE AND THE CEILING CAVITY,OR TYPE IC OR NOWIC RATED AND 18. THESE CONTRACT DOCUMENTS,AND ALL COPY RIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND TYPE X OPPOSITE SIDE) 11. FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE INSTALL IN A SEALED BOX CONSTRUCTED FROM 1/2"GYPSUM BOARD,OR TYPE IC RATED, CANNOT BE USED FOR ANY OTHER MEANS. FLOOR FRAMING. B.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR TESTED,AND LABELED AS TO BRING AS TO BEING"AIR TIGHT"ACCORDING TO SECTION 19. THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE NATURE AND BEARING POWER OF THE SOIL AND REPORT ANY PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8"TYPE X GYPSUM STAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE R402.4.5 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. UNSTABLE CONDITIONS TO THE ARCHITECT. PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 12. BACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE THE ARCHITECT HAS NOT BEEN PROVIDED WITH ANY SOILS REPORTS/DATA,AND ASSUMES 1 1/2 TONS PER SQUARE FOOT SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, BEARING CAPACITY. "WARM IN WINTER"SIDE OF ALL NON-VENTED FRAMING CEILINGS,WALLS AND FLOORS.20. VERIFY DIMENSIONS AT THE SITE AFFECTING THE WORK. BRING FIELD DIMENSIONS WHICH ARE AT VARIANCE TO THE PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE 13. SUGGESTED UNDERPINNING PROCEDURES: 9.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE, WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE SEALED AND TAPED. ATTENTION OF THE ARCHITECT. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES THAN 44"A.F.F. WITH AN APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS. MIN.OPENING AREA=5.75 SO FT(5 SO FT AT GRADE) A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. FIELD). SUPPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES,UN-INSULATED 21. COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO MATERIALS AND METHODS OF ASSEMBLY WILL NOT BASEMENTS,ATTICS AND FRAMED WALL CAVITIES MUST BE INSULATED R8 ACCORDING TO ASSURE ACCEPTANCE OF THE WORK. OF EQUAL IMPORTANCE IS GOOD WORKMANSHIP,THE LACK OF WHICH WILL BE MIN.OPENING HEIGHT CLEAR=24" B)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL SUFFICIENT CAUSE FOR REFUSAL OF THE WORK, BE NAILED PER DETAIL J SECTION R403.3.1 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. 22. THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER PROTECTION,PRESERVATION AND REPAIR OF MIN.OPENING WIDTH=20" ENTIRE LENGTH OF THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION ( )WALL. ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED THE EXISTING ADJACENT STRUCTURES,FINISHES AND UTILITIES,AS WELL AS NATURAL FEATURES,TREES AND SHRUBS NO TOOLS OR KEYS ALLOWED FROM INSIDE 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH WELDS,GASKETS,MASTICS,MASTIC PLUS EMBEDDED FABRIC OR APPROVED TAPES. SURROUNDING THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND ORDERLY FASHION AND FREE OF ALL MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SO FT&MIN.WIDTH OF 36" C)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. WITH SPANS EXCEEDING 8'. STANDARD DUCT TAPE IS NOT PERMITTED. CONSTRUCTION DEBRIS. PROVIDE CONSTRUCTION FENCING AROUND EXISTING TREES AND SHRUBS IMMEDIATELY WATER HEATER WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET SURROUNDING THE CONSTRUCTION AREA. PROTECT EXISTING STREET AND CURBING FROM ANY DAMAGE IN ACCORDANCE SECTION R311:MEANS OF EGRESS D)INSTALL A KEY WAY BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. WITH LOCAL ORDINANCES. OF WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART 23. ALL PROOF OF INSURANCE SHALL BE VERIFIED IN WRITING TO THE OWNER AND ARCHITECT INCLUDING BUT NOT LIMITED TO PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS OF A CIRCULATING SYSTEM.TYPICAL METHODS FOR CREATING HEAT TRAPS ARE"U"OR WITH WALLS AND ANY SOFFITS WITH 1/2"GYP.BD. E)BACK FILL 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. GENERAL LIABILITY,WORKMANS COMPENSATION AND DISABILITY. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE "RAMS HORN"BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PROPER PROPERTY INSURANCE DURING ALL PHASES OF WORK. MIN.WIDTH FOR HALLWAYS IS 3'-0" F)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR 14.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS PIPE NIPPLES WITH INTEGRAL TRAPS. 24. THE WORK AND MATERIALS SHALL IBE GUARANTEED FOR ONE YEAR,COMMENCING WITH THE GENERAL CONTRACTORS FINAL MIN. EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE EXCESSIVE MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECTIENGINEER IF MOVEMENT INDICATED OTHERWISE. THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 660 F OR LOWER FOR HEATING PAYMENT. DURING THIS TIME THE(CONTRACTOR SHALL MAKE GOOD ON ALL DEFECTS.GRANTING OF A CERTIFICATE OF AND/OR CRACKS ARE NOTED. AND UP TO 85.OR MORE FOR COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING OCCUPANCY OR THE OWNERS USE OF THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. MIN.OPENING 3-0"WIDE x 6'-8"HIGH 15.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE NO HEATING OR COOLING'i 25. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTE AND DEBRIS IN COMPLIANCE WITH ALL WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4.5"MAX SIMPSON TYPE 304 OR 316 STAINLESS STEEL. TAKES PLACE)OF AT LEAST 6-F.HEAT PUMPS REQUIRE A THERMOSTAT CAPABLE OF LOCAL,STATE AND FEDERAL LAWSAND REGULATIONS AND SHALL INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT HARMLESS FROM ANY LOSSES OR CLAIMS IN CONNECTION THEREWITH. THIS CLAUSE SHALL SURVIVE THE TERMINATION OF HEADROOM MIN.=V-8" 16.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED PREVENTING BACKUP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN CONSTRUCTION OR COMPLETION OF THE OWNER/CONTRACTOR AGREEMENT. GALVANIZED. BE MET BY THE HEAT PUMP ALONE. 26. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE. ANYTHING FOUND ON THE DRAWINGS AND NOT TREADS AND RISERS:8.25"MAX RISE,9"MIN.TREAD FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN. MENTIONED IN THE SPECIFICATIONS OR VISA VERSA,OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT WHICH IS A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"BETWEEN STEEL PERIMETER RIGID FOAM INSULATION BOARD"FOAMULAR"150 AS MANUFACTURED BY REASONABLY IMPLIED,SHALL BE FURNISHED AS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH,WITHOUT EXTRA FLOOR LEVELS OR LANDINGS. OWENS CORNING. CHARGE. PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 27. GENERAL CODE REQUIREMENTS-INCLUDING BUT NOT LIMITED TO: PLUMBING NOTES: A. ALL TRADES,WORKMANSHIP AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. ONE AND TWO FAMILY DWELLINGS(I.R.C.),TOGETHER WITH THE 2016 UNIFORM CODE SUPPLEMENT AND ALL LOCAL,STATE AND OVER STAIRS.SIZE OF LANDING IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL THE PERMITS,DRAWINGS,FLOOR GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. TO STAIR OR DOOR SERVED 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION PLANS,SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND BALL WORK AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE AND THE 2016 WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER A500. ALL WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO CODE EXISTS,THE WORK SUPPLEMENT,MECHANICAL CODE&PLUMBING CODES. Permit Set 1-29-25 C. HABITABLE AREAS SHALL BE VENTILATED PER(I.R.C.),R303 AND BATHROOMS SHALL BE VENTILATED PER(I.R.C.),R303.3. THAN 2%SLOPE SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE Amended for deck 4 stoop pursuant to ZBA , D. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER THE MINIMUM REQUIREMENTS OF PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. OTHERWISE SHOWN ON THE PLANS. approval (on Ina! Buildin Permit#50968) THE(I.R.C.),)R314,R315,N.F.P.A.72 AND UL 217,UL2034 REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS. PP 9 9 E.FINISHED ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE(I.R.C.),)-CHAPTER 9. 1.HEIGHT=34"MIN,38"MAX F.BUILDING STRUCTURAL MATERIALS OR ASSEMBLY SUBJECT TO DETERIORATION SHALL CONFORM TO I.R.C. SECTIONS 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND ALL PLUMBING WORK SHALL BE INSTALLED INCOMPLIANCE WITH THE INTERNATIONAL Date: (I.R.C.) 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN OVER ALL COLUMN SUPPORTS. RESIDENTIAL CODE PART VIi,CHAPTER 25-33. Z.B.A. Submission 8-6-24 _ R317&R318. ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS G. ALL HABITABLE SPACES SHALL ALLOW FOR EMERGENCY EGRESS WITH OPENINGS TO THE EXTERIOR OF MIN.5 S.F.ON DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR Note: 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=1 1/2" 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM THE FIRST FLOOR AND 5.7 SQUARE FEET ON THE SECOND FLOOR BOTH WITH 24"MINIMUM HEIGHT AND 20"CLEAR WIDTH PER TO AWS AND AISC STANDARDS. SANITARY AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF (I.R.C.)R310. SECTION R312:GUARDS JOINTS WELL CAULKED AND CEMENTED. POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE H. PROVIDE SAFETY GLAZING PER(I.R.C.)SECTIONS R308.4&R301.2.1,2. SAFETY GLAZING SHALL BE PROVIDED IN ALL 7.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR DOORS,PANELS WITHIN 24"OF DOORS, ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN.GUARDS.OPEN CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS STAIRS 30"ABOVE FLOOR OR GRADE SHALL HAVE 34" RUN,AT EACH BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL&MIN.GUARDS. I. SHOWER/TUB ENCLOSURES,AND MEETING ALL OF THE FOLLOWING: THE EXPOSED AREA OF THE PANE IS GREATER THAT 9 8.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS SQUARE FEET AND THE BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR AND THE TOP EDGE IS GREATER THAN 36 INCHES GUARD OPENINGS NOT TO EXCEED 4" SPHERE ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED THROUGHOUT AND CONNECT TO THE AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER ( ) VERTICAL STACKS WHICH SHALL,IN TURN,BE EXTENDED THROUGH THE ROOF AND RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE ABOVE THE FLOOR AND THE GLASS IS WITHIN 36"OF AN ADJACENT WALKING SURFACE INCLUDING STAIRS&LANDINGS AND TUB ( ) DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL PLATFORMS AND WITHIN 60"OF A STAIR LANDING. SECTION 313:ALARMS PROPERLY FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE LY EXPLOITED,IN J.ENCLOSURE&VENTILATION OF FUEL BURNING AND/OR HEAT PRODUCING EQUIPMENT SHALL COMPLY WITH I.R.C. . DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE PUBLIC SEWER IS HIGHER THAN WHOLE OR NL AART WITHOUT WRITTEN TED,OR LAU AUTHORIZATION OF (I.R.C.). PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF K.FIRE STOPPING SHALL BE PROVIDED PER(I.R.C.)R302.11 AND DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF BEDROOMS AND IN BASEMENTS THE MAIN HOUSE DRAIN,AS SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS POSPISIL&BROWN ARCHITECTS,P.C. (I.R.C.)R302.12. WITH TRAPS AS SHOWN IN THE CONSTRUCTION DRAWINGS. COPYRIGHT 2025. ALL RIGHTS RESERVED. L.HABITABLE SPACES SHALL BE PROVIDED WITH ADEQUATE LIGHT(MIN 8%OF FLOOR AREA)AND VENTILATION.(MIN.4%OF FLOOR PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL AREA)PER PART(I.R.C.)R303.1. FIRED/BURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. FROM WATER METER,CARRY 314"MAIN TO LAUNDRY,BATH AND WASHROOM FIXTURES; Seal: ( ) 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES WITH 1/2"BRANCHES TO FIXTURES,AS REQUIRED.CARRY 3/4"BRANCH TO WATER HEATER ;tEu ARC M. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH I.R.C.R302.5,R302.6&TABLE R302.6. :E N, N. ALL STAIRS,RAILS&GUARDS SHALL COMPLY WITH(I.R.C.)SECTIONS R311.7&R312. AND 3/4"LINE TO HOSE BIBBS.FROM WATER HEATER,CARRY 3/4"SUPPLY TO ALL ABOVE k�% OLM ES T�� 0. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY&TERMITES SHALL COMPLY WITH(I.R.C.)SECTIONS RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING ROOM WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL q� Q. A AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. vl- I s R317&R318. BE"L"COPPER.PROVIDE HOSE BIBBS AS SPECIFIED IN THE CONSTRUCTION DRAWINGS. 'L � 28. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL HAVE ALL AREAS CLEANED INCLUDED BUT NOT LIMITED TO PROVIDE SHUT OFF VALVES AT THE ENTRANCE OF THE SYSTEMS,AT FIXURES,AND AT ,CC � VACUUMING,WASHING AND POLISHING. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE HOSE BIBB BRANCHES. n I I. �J•.t 29. THE GENERAL CONTRACTOR IS RESPONSIBLE,DURING ALL PHASES OF WORK,FOR ALL CONSTRUCTION MEANS,METHODS, ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING WATER HEATER SYSTEM TECHNIQUES,SEQUENCES,PROCEDURES AND SAFETY PRECAUTIONS CONNECTED THEREWITH. COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED AND ADVISE OWNER OF CONDITION AND UPGRADE OPTIONS.WATER HEATER TO COMPLY S 018.4 30. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NECESSARY INSPECTIONS DURING WORK AS BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC WELL AS FOR FINAL BUILDING DEPARTMENT APPROVAL AND FOR OBTAINING THE N.Y.S.UNDERWRITERS CERTIFICATE AND THE INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT WITH SECTIONS P501.4,P502.4,P503.1,P504.4.1,P504.6.1,P504.7,P606.1(8)OF THE lF OF NE`N y CERTIFICATE OF OCCUPANCY/COMPLETION. THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. INTERNATIONAL PLUMBING CODE AND RM2005.1 AND RM2005.2 OF THE INTERNATIONAL 31. THE GENERAL CONTRACTOR WARRANTS THAT IT IS EXPERT IN THE TYPE OF CONSTRUCTION WORK AND METHOD OF RESIDENTIAL CODE. CONSTRUCTION REQUIRED HERE UNDER. BY SUBMITTING A CONTRACT PRICE,GENERAL CONTRACTOR IS DEEMED TO HAVE 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE Drawing Name: REPRESENTED THAT ITS FIRM,SUPERVISORY STAFF AND WORKMAN ARE EXPERT AND EXPERIENCED IN THE TYPE,METHOD IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC BLOWOFFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS.GAS AND AND PERFORMANCE OF WORK REQUIRED,INCLUDING THE WORK NECESSARY TO PRODUCE THE BEST POSSIBLE AESTHETIC COMPLIANCE WITH THE REFERENCE STANDARD IRS 17-1. OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE TYPICAL N OTE5 APPEARANCE FOR THIS PROJECT,CONSISTENT WITH THE CONTRACT DOCUMENTS,AND TO HAVE OFFERED SUCH EXPERTISE Q4.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) FIRECLAY TILE FLUE IN MASONRY CHIMNEY. AND EXPERIENCE AS AN INDUCEMENT TO THE OWNER TO ENTER INTO AN AGREEMENT WITH THE GENERAL CONTRACTOR. 32. THE GENERAL CONTRACTOR SHALL ARRANGE WITH THE OWNER FOR PROPER STORAGE OF MATERIALS ON THE SITE SO THAT 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.CONNECT TO ALL IS DONE IN AN ORDERLY AND SECURE FASHION. RESIDENTIAL CODE SECTION R315;ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS, LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES. 33. ALL SITE WORK INCLUDING BUT NOT LIMITED TO STORM WATER DISPOSAL AND SEPTIC SYSTEM SHALL MEET THE MIN.ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE NASSAU COUNTY DEPARTMENT FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE OF HEALTH. CONSTRUCTION DRAWINGS AND REQUIRED BY INSTALLATION. Drawing Number. 34. THE OWNER SHALL SECURE THE SERVICES OF A LICENSED LAND SURVEYOR FOR FINAL SURVEY. BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 Ibs 35. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH RELEASE OF LIENS DOCUMENTS INCLUDING THE GENERAL PRESSURE. CONTRACTOR,ALL SUB-CONTRACTORS AND THEIR SUPPLIERS. 36. GENERAL CONTRACTOR HEREBY SPECIFICALLY ACKNOWLEDGES THAT THE CONTRACT DOCUMENTS ARE FULL AND COMPLETE, ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED, AND SUFFICIENT TO HAVE ENABLED IT TO DETERMINE THE COST OF THE WORK AND THAT THE DRAWINGS,THE SPECIFICATIONS AND ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING . D AND ALL ADDENDA(IF ANY)ARE SUFFICIENT TO ENABLE THE GENERAL CONTRACTOR TO CONSTRUCT THE WORK OUTLINED CONSTRUCTION. .. .. ... ... I..... .... ...,... q © ;`: 0 THEREIN IN ACCORDANCE WITH ALL LAWS,AND OTHERWISE TO FULFILL ALL OF ITS OBLIGATIONS UNDER THE CONTRACT HOT WATER PIPING SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN I© ''' O DOCUMENTS. IN ADDITION,IF GENERAL CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY AND IF IT KNOWS OR SHOULD ACCORDANCE WITH SECTION INSUINI LATED &N BY THE OF THE INTERNATIONAL RESIDENTIAL HAVE KNOWN THAT ANY OF THE CONTRACT DOCUMENTS CONTAINS A RECOGNIZED ERROR,IN CONSISTENCY OR OMISSION, CODE. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH PERFORMANCE AND SHALL BEAR THE COST FOR CORRECTION THEREOF. ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION POSPISIL & BROWN ARCHITECTS, P.C. www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: Schneider Residence 890 Ruch Lane Southold, New York G A-2 EX15ting Foundation to Remain ' 7'-01f Existing Foundation to Remain . ............................................ . E----- Edge of ext5ting T.O.F._ -5'-Gi"± deck to be removed {to align with existing) Edge of existing 8" concrete filled + 4-1 deck to be removed 'Sona' tube, typ. T.O_W_=_I' , F.V. *5 rebar dowels to be drilled epoxy _ :set into existing foundation wall prior to V11Z forming new wall 12" o.c. vertically, typ. ::� 8" concrete felled � —Sona' tube t OSAND ASSUMED EXIST. FOUNDATION PLAN LEGEND yp FILL PA E J 8'` G' 4" CRAWLS C Co I _ Existtn Construction To Remain I t EXISTING 5� 5 I , UP-8 R'S g CRAWL p o 1 ExiStin /: \ }..............................1 g Construction To Be Removed ........................................1 SPACE L #5 rebar dowels to be Poured Concrete Foundation Wall \ drilled epoxy set Into z 1 I ext5ting foundation wall 2 prior to forming new wall 11 Stone/ Brick Veneer A-3 12" o.c. vertically, typ. C.M.U. Block Wall ( s I v Permit Set 1-29-25 — — — — Poured Concrete Footing ASSUMED EXIST. Amended for deck stoop pursuant to ZBA 1 ®JI Steel Column CRAWL SPACE approval (original Building Permit#509G8) L— 1 _ 1 Date: (❑� Wood Column Z.B.A. Submission 8-G-24 ❑ Post From Above Gas meter EXISTING I Note: - Beam Line I U N FI N i S 11 ED I I Z THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF _I O POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY S +I BASEMENT I I I S USED BY THE OWNER,CONTRACTOR,TH RESPECT TO THIS ISUB-CONTRACTORS OR ECT.THEY ARE NOT TO BE Direction of Framing Above .. I A-2 � L— — —� I .. t_. Qp SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS EXISTING A-2 PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& B.O.F. Bottom of Footing ' ( I I BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS CRAWL <D W ►_- AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER CRAWL SPACE 0— — RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE T.O.L. Top of Ledge �, / DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL SPACE ' I Q Q TECHNICAL DUPLIICCATED,OR COMMERCIALLY EXPLLOITED,,IINBE l �/ _ T.O.S. Top of Slab I J WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF Edge of new POSPISIL&BROWN ARCHITECTS,P.C. T.O.W. Top of Wall - I I Y. COPYRIGHT 2025. ALL RIGHTS RESERVED. steps above r Q I I Seal: Eq. Eclual I 0 Field Verify � Edg ra sed c of Idei k 1 — — — — —J ' ' ( �,� ,�•O[.MEScy1TFG� F.V. ,tE� aR above, to remain -->I — ( �." 'Dos O.C. On Center =_ _=J T.B.D. To Be Determined 7 � Q N CL U.O.N. Unle55 Otherwise Noted 018406 + A.F.F. Above Finished Floor House trap s�qr£OF r408 40111111 Drawing Name: Frammg Notes: 1 .) Provide solid blocking below all frame walls. 31-01 Existing raised deck Existing House to Remain I G'-G11 GH4- FOUNDATION PLAN 2.) All dimensions are from framing unle55 otherwise noted. 1 3.) Use (3) 2x8 headers for windows and doors unless otherwise noted. 4.) Wide flange beams with offset point loads from above to G receive web Stiffeners below offset point load, typ. A-2 Drawing Number: FOUNDATION PLAN Scale:y4" = P-0" POSPISIL & BROWN ARCHITECTS, P.C. FLOOR PLAN LEGEND Existing Construction To Remain www.pospisilbrown.com l41 Hampton Road T:631.283.3465 Existing Construction To Be Removed Southampton,NY. 11968 F:631.283.3593 New Framed Construction Poured Concrete C.M.U. BIOck Project Name: Ea. Eclual Centerline Schneider Residence F.V. Field Verify O.C. On Center 890 Ruch Lane T.B.D. To Be Determined Southold, New York U.O.N. Unle55 Otherwise Noted A.F.F Above Finished Floor G 9'-0" proposed raised A-2 G" Exist. deck deck over footprint of to be removed existing deck on grade 45'-93/a" 01 29'-2"± (Existing to Remain) I G-73/4'i- (Existing to Remain) 7'-O" 3'-G"-±- G". ......3.©i............. 4i 0 ........... . �— Edge of existing deck to be removed Edge of ex15ting _ outdoor shower I— — — -- — to be removed New ............. ............. . E Outdoor — - - - - - - `� Remove exist. In Shower I o NEW ENTRY o steps and platform STOOP _ -'A NEW DECK E DINING ROOM o x .. . ......................................... No Chan e • : 9 ID 00 2 J I = A-3 . ................... i BEDROOM # I I — — — — — — — — No Change .1 my : .................... I I Steps . .................. I F _ Dn-7R's ; LIVING ROOM I No Change 1 —` Fly1 Permit Set 1-29-25 N Existing * new Q decks to be at I I I L. CL. I Amended for deck stoop pursuant to ZBA same level approval (original Building Permit#509G8) 5 +1 I L BATH ---- — — — — I f I----_I F' Date: —— — — — — o S Z.B.A. 5ubm1551on 8-G-24 Currently - -——- Permitted 7 = Noce: W/D LU I— THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 'Z EXISTING I I I POSPISIL a BROWN ARCHITECTS,P.C.AND ARE FOR USE I I _ SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE BREAKFAST Z OL _ USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR DECK SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS 2 I AREA �f I -- 1� 5 q ( PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& KITCHEN CL. BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS No Change No Change — BEDROOM #2 lu Z AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER N I HALL I Q I RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE X I ____ , No Change DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL "' Exist. roof I I j BATH i [� TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE overhang —�I \ No Change Shower 0 COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN Shower I I WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF `': POSPISIL$BROWN ARCHITECTS,P.C. COPYRIGHT 2025. ALL RIGHTS RESERVED. 7L +I Seal: E ,t£ RC y/T L -- -- - - - - - - - - Q�; P O Q x S+ 0184015 .E Existing raised deck Existing house to Remain I G'-G" Gf' TgTF OF NE`11 1 Drawing Name: A-2 FIRST FLOOR PLAN F I K5T F LOOK PLAN Drawing Number: 2 Scale:,VW = 1 '-0" C= .<.© 6 Top of Existing Finished I Top of Existing Finished Primary Ridge Prima Rid e A-2 — — Elev. + ►5'-1kt, F.V. - -} A 2 Elev. + 15�g"± BROWNF.�. — POSPISIL & BROWN •/ Top of Existing Finished / Top of Existing Finished ARCHITECTS , P.C. _. __. _ - _ . . _ . . _ . . _ . . ^.'.'—. .'_.'.'—.'.'_ _.'.'_.'.'� . _ . . _ . . _ . . _ . . �_—Secondary Ridge = _: _—. '_—.. . _ . . _ . . _ . . _ . . _ . . _ . — . . _ . . _ . . _ . . _ . . _ . . —� Secondary Ridge _i. —! 12 Elev. + 14'-I�11-*, F.V. — . — . . — . . _.. . . — . . _�. �� . . _ . . . . _ . . — . . — . . — . . _. . . _. . . _. . .ll 4"±Elev. + 14'-10 , F.V. L QG± LI U ll L1llLJ To of ExI in i U�U U-U- U _. _ . . _ . . _ . . _ . . _ . . — . . — . . _ . . l si gFnishe 1JU 12 — . _ . . _ . . � g @ � g d Il� U�luuii ! I L�•�•1��'��U•ll ;. QG+ Ridge @ Dining Room -__� Ride Dinin Room I _ Top of Existing Finished G— 1 2 1 LjL1 1 Elev. + I I' 7 ±, F.V. 12 - ! �f� C� ' ll� �� U�U U �l � • LI�J-LJ U I • � — � • — � www. os isilbrown.com �11_I�I l._ILI U-L1_ a +_ • — . . — . . ..— . . _ . . Elev. + I I 7 -+-, F.V. P P 1J JU L 1 J�- 11 111. l� � �- \ To of Existin Finished G ll 141 Hampton Road U ll U Lill U1l U11- L1111J LILLLW U �LI-Lf l �U_ p 9 1 ll P T:631.283.3465 Rid e @ Master Bedroom U ' I�� I ! Ull- � ULLLIUL g � I Southampton,�_l U 1_IUII lam_ 'I J U Ill ' ! ! � ��,�,! �� LI LLU - LU ULI L��. � �11 � . . _... . . _ . . __- C� p NY. 11968 F:631.283.3593 l_lU- Ull1ll L LU Ull11 uuu u� 1 �lUli I LILI 11!UU ll UI. 1� Elev. + I P 5"+, F.V. UL ULW U Ul ! LU�UI 1 IULWUlliL1Uu _J — -- -- --- Project Name: E7 I o - - Schneider Residence 0 , Top of Existing Finished Floor @ First Floor Top of Existing Finished 9 Ruch Lane — — — — — �- Floor @ First Floor Southold, New York 1 1 Existing House (To Remain) New Deck l I_ New Deck/Stairs Existing Deck(To Remain) �l` FRONT (WEST) ELEVATION SIDE (SOUTH) ELEVATI ON - I Scale:%4" = I '-0" = 6 Top of Existing Finished 2 Scale:y4" 1 '-0" �-Primary Ridge Jr A-2 ' _ Elev. + 15'-1�'±, F.V. A-2 / To of Existin Fintshed • • P g Top of Existing Finished — __ ____—_ '__ . . ___ _"_ _T__ — _ — . . — . . — . . _ . . _ - - - . . — . . — . __ - : _—_— — . . _� SecondaryRldge — . . — . . _ . . — . . _ . . — . . _ . . _ PrimaryRldge 12 I __ � Elev. + 14'-104'±, F.V. 1 2 1 . . _ . . _ . . _ . . _ . . _ . . Elev. + 1 5'-I '±, F.V. + BUILDING PERMIT ��LU11 I PERMIT G_ - BUILDING PE M OBTAINED FOR �LLL 12 OBTAINED FOR BATH ADDITION I I + QG_ — Top of Existing Finished BATH ADDITION To of i i Ex st n Finished _ . . — . . _ . . _ . . _ . . _ . . — . . _ . . _ . . — . . _ . . 1I�Ll II —~ Rld e@Master Bedroom - p 9 9 • • — • • Rd e Dinin Room — — II I @ � — — ,� . . . . 9 19 12 Elev. + 12' 9 "±, F.V. . _ . . _ . . . — . . .— . . _ . . — — • • + ! Q-- 12 Elev. + 117- _, F.V. + I' _L L 46— \ To of Existin Finish ed i p ! 9 i i II I I Ilyi 11 11 1 11 11 11 11 ! I Ridge @M Bed room Elev. + 1115"_' F.V. LT Top of Existing Finished Top of Existing Fintshed _ . . _ . . _ . . _ . . _ . . _ . . _ . . _. . . — . . — . . _ . . _ . . — . . _ . . _ . . _ . . _ . . _ . . _ . . _ . _ . . �. . . — . . — . A floor @First Floor _._ . _ . . _. . . — . . _ . . _ . — Floor@First Floor EIev. 0'-0" _ . . — — . . _ . . _ . . _ . . — . . - Elev. 0'-0" I 1 L 1 L 411 New Stairs Existing Deck(To Remain) Existing House (To Remain) New Addition Existing House Existing House (To Remain) Permit Set 1-29-25 � � New Addition (To Remain) Amended for deck 4 stoop pursuant to ZBA REAR (EAST) ELEVATION Top of Existing Finished SIDE (NORTH) riginalELEVATION approval (o Building Permit#509G8) 3 Primary Ridge Top of Existing Finished Date: Scale: 4" 1 - I �-0t� — ' I i"+, Primary Ridge Z.B.A. Submission 8-G-24 = Elev. + 15- � — F.V. " / Scale:y4 I 0 Elev. + 1 51_I ±, F.V. Note: / THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE _ — _ _ _ _ _� SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE _ — USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BUILDING PERMIT BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS OBTAINED FOR BATH ADDITION Top of Existing Fintshed AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Ridge @ Master Bedroom RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE 11 DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL New Addition Top of Finished Ceiling @ TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Elev. + 1 2' 9 "±, F.V. COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN — — _--� Living Room High Point WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF — — — _ POSPISIL&BROWN ARCHITECTS,P.C. / Top of Double Wall Elev. + 10'-82'±, F.V. COPYRIGHT 2025. ALL RIGHTS RESERVED. Plate @ New Addition Top of Finished Ceiling Seal: _ F.V. . . @ Existing Bath '.V,jEU ARCIy T l -------- Elev. +7'-I011+' F.V. PNpEMES,o Fps 1 x\ I- Q : n. �F A I3 sT-9 018405 Oil CNN Top of Existing Fintshed Breakfast Area Kitchen Nall Bath Bedroom #2 New Bath Floor @ First Floor I , Living Room Hail Bath Top of Existing Finished Drawing Name: Elev. 0'-0" — ' — ' ' —� ' ' — ' — — _ _ Floor @ First Floor - — I Elev. 0'-0" EXTERIOR ELEVATIONS BUILDING SECTIONS 1 Unfinished Basement New Crawl Unfinished Basement 1 Drawing Number. -r-7-----------------------'---_-------------------------------------'------------------------_---�--1 1 1 ----------�► BUILDING SECTION (LOOKING WEST) BUILDING SECTION NORTh(LOOKING Q 6 a � 5cale:Y4" = I '-0" 5cale:Y4" = 1 '-0" POSPISIL & BROWN ARCHITECTS, P.C. www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: Schneider Residence 890 Ruch Lane Southold, New York I I Shaded area represents assumed exlst. framing, G.C. to verify condition , Shaded area represents existing floor / J015t5, to remain \ Centerline @ beam, post pier foundation Existing siding, to remain —� Decking to match existing, typ. Top of Finished floor Existing sheathing, Top of Exist. Finished @ First Floor G.C. to verify floor @ First Floor EL. 0-0 I / EL. 0'-O", Align with existing (F.V.) Deck Top of Finished Metal flashing EL. -0'-4"± (align with existing) 7 Bluestone Blocking as required G � d ° I x8 deck skirt board —� I ° ° dd d Joist hanger by'Simpson' ° 'd d° °d d ° d 2x4 vertical fascia support, staggered or approved equal d d ° d i x 12 deck fascia board i 2x8 ACQ ledger board secured ° Top of Wall @New Porch 2x8 ACQ rim board with lag bolts to existing framing — d w/staggered wood spacers EL. " 2x8 ACQ deck Joists @ I G" O.C. ° d i Shaded area represents ° 1—Sand Fll 3- 2x 10 ACQ dropped beam assumed exlst. foundation, L Post cap connector by ° ° G.C. to verify condition d 'Stmpson' or approved equal ° d ° d d d ° O GxG post d d Elevated post base by d 'Simpson' or approved equal a Permit Set 1-20-25 d Top of Poured Concrete d Amended for deck stoop pursuant to ZBA Foundation Pier _ _ _ _ ° d approval (original Building Permit #50OG8) EL. -5'-2"± d ° III d d d ° Date: Gravel fill below deck ° Z.B.A. Submission 8-G-24 � Ii d ° d Note: 8" concrete filled 'Sona' tube °° ° Shaded area represents existing THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF d d ° POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE foundation wall, to remain SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,° I ° ° CTOR.SUB-CONTRACTORS OR SUPPIL ERS ON OTHER PROJECTS OR OR ADDITIONS TO THIS Continuous poured concrete d ° PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& foundation wall (4000 psi) ° d BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS ° I I AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE #4 dowels @ 18" O.G. I DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL d d ° TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED.OR COMMERCIALLY EXPLOITED,IN d ° 2- #5 ril continuous, 3" d I ° WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF d ° from top and bottom ° 1 I POSPISIL&BROWN ARCHITECTS,P.C. dl I COPYRIGHT 2025. ALL RIGHTS RESERVED. 2x4 continuous key Joint I I ° �I Seal: O l q O Top of New Concrete Footing �c� d d EL. -5'-G�"t, Align with existing (F.V.) ° d d d Q Continuous poured cone. 4 d d d ° 17 footing (4000 psi) ° I I d d d � d d '�`=J � sT 01841l #4 re-bar horiz. @ 18" o.c. C�_-== —=a=- :1 '4T yo d ° ° O ° O F OF NE`N d d ° ° d ° 3- #5 re-bar continuous, 3" d ° d d ° Drawing Name: d ° ° from bottom and sides d d ° d d 3" 7" 7" s° SECTION @ NEW ENTRY d d STOOP * DETAIL @ NEW Zl RAISED DECK Bottom of Poured d ° Concrete Foundation Pier Drawing Number: DETAIL @ NEW RAISED DECK WALL SECTION NEW ENTRY STOOP 2 Scale: 12" = I '-O" Scale 12" = I '-O" © ` QD STRUCTURAL PLAN LEGEND POSPISIL & BROWN ARCHITECTS, P.C. 01 3 2" Dia. Steel Column L—J Q� 3-2x6 Post. Unless noted otherwise www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Point Load From Above Southampton,NY. 11968 F:631.283.3593 ❑ OR Point Load From Roof Project Name: Beam Line Interior Bearing Wall Schneider Residence Framing Notes: 890 Ruch Lane Southold, New York I .) Provide solid blocking below all frame walls. 2.) All dimensions are from framing unless otherwise noted. 3.) Use (2) 7 4" L.V.L. headers for windows and doors unless otherwise noted. 4.) Wide flange beams with offset point IoadS from above to receive web Stiffeners below offset point load, typ. 5.) Roof rafters Shall be doubled-up wherever double collar tle5 are Shown. . ............................................ . (2) 2x8 ACQ Beam 2x6 pressure treated D.J. @ I G" OC ................. (3) 2x I 0 ACQ Dropped Beam \�E -' ' — — — — — �o i �o E 2x8 Pressure Treated N m D.J. @ 16" OC —� Permit Set I-29-25 2x8 ACQ --- Amended for deck stoop pursuant to ZBA approval (orl Inaf Bulldln Permit#50968) � Ledger board pP 9 9 Date: Q q) Z.B.A. SubmI551on 8-6-24 O N (� Note: Q THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF x POSPISIL I SOLE Y WITH ESPECT TO THIS PROJECT..THEY ARE NOT TO BE CHITECTS,P.C.AND ARE FOR USE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS L L ❑ AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE O O \ DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL 1 (3) 2x 10 ACQ Dropped Beam TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE \ M -z COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. p` I COPYRIGHT 2025. ALL RIGHTS RESERVED. L LI I z D I Seal: L L p �EijEu ARCyi C� C� ch m I _ ��,�,PNOEMEg AOTFC�� lu � l I z � a u N o O J .'�.l. �, . Existing 2x6 F.J.'s @ Existing 2x6 F.J.'s @ Existing 018405 2x6 F.J.'5 @ I Q rq pa I G" O.C. (to remain) I I G" O.C. (to remain) I G" O.C. (to remain) I I TF OF M04 O Drawing Name: � FIRST FLOOR FRAMING PLAN Drawing Number. FI RST FLOOR FRAM I N G PLAN I � 5CaIC:Y4' = 1 '-0"