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HomeMy WebLinkAbout50830-Z ;� TOWN OF SOUTHOLD BUILDING DEPARTMENT w TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50830 Date: 6/20/2024 Permission is hereby granted to Haas, Erick 1265 Park Ave Mattituck, NY 11952 To, demolish and construct a single-family dwelling as applied for per SCHD approval. At premises located at: 1265 Park Ave, Mattituck SCTM #473889 Sec/Block/Lot# 123.-2-28 Pursuant to application dated 4/8/2024 and approved by the Building Inspector. To expire on 12/20/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,790.00 DEMOLITION $310.40 CO-NEW DWELLING $100.00 Total: $3,200.40 Building Inspector ' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-95021 :,��ww . outholdtowiin .p Date Received APPLICATIONIIII I1U IIU For Office Use Only p' " PERMIT NO. B`�n Building Inspector: AP P ; Applications and forms must be filled out in their entirety. Incomplete r applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:April 8, 2024 OWNER(S)OF PROPERTY: Name:Erick & Jocelyn Haas SCTM#1000-123-2-28 Project Address:1265 Park Ave, Mattituck, NY 11952 Phone#:(E) 631-300-7523 (J) 631-835-4747 Email:jociehaas@gmail.com Mailing Address:1265 Park Ave, Mattituck, NY 11952 CONTACT PERSON: Name:Erick Haas Mailing Address:1265 Park Ave, Mattituck, NY 11952 Phone#:(E) 631-300-7523 (J) 631-835-4747 Email:jociehaas@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Joseph Deppe Mailing Address:PO Box 6007, Southampton, NY 11969 Phone#:631-283-0517 Email:jtd@deppedesign.com CONTRACTOR INFORMATION: Name:John C.Meyer Mailing Address:22 Millstone Lane, Cutchogue, NY 11935 Phone#:631-258-2497 I Email:johncmeyer@optonline.net DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair @Demolition Estimated Cost of Project: ❑Ot her $950,000 Will the lot be re-graded? *Yes ❑No Will excess fill be removed from premises? @'Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes RNO IF YES, PROVIDE A COPY. IN Check Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the 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 210AS of the New York State Penal Law. Application Submitted By(print n ;Er"ck Haas OAuthorized Agent NOwner Signature of Applicant: .01 Date: 4/8/24 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified In Suffolk County \/ COUNTY OF Suffolk ) Commission Expires April 14,2 l Erick Haas being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 0 T' 'day of �I 20a �i1'� %� ^ 61 C/�'1 Notary Public i'1' 1)E[1`'lilt" i' IIII'' III AUTHORIZATION (Where the applicant is not the owner) W I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein„ Owner's Signature Date Print Owner's Name 2 s Generated by REScheck- eb Software EC, E V E 1),portment PrOjec t Haas Resider-ice Town 01 soutliold Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,94-19 ft? Glazing Area 11% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false #?as Battery: false Has Heat Pump: false `onstr.: ^.n. Clto: fliAr.»e!!l�nant; Ctl D esl 'In ar/rnntrs`tnr: 1265 Park Avenue jocelyn Haas Joseph Deppe Mattituck, New York 11952 1265 Park Avenue Deppe Design LLC Mattituck, New York 11952 P.O.Box 6007 (631) 835-4747 Southampton, New York 11969 jhaas@corcoran.com (631) 728-8800 deppedesign@aol.com . . . Compliance: 3.6%Better Than Code Maximum UA: 533 Your UA: 514 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. S~ alin ca n-.ggra dE!tradeoffs are no Rnannn ell (::sari HidererJ in the UA or Ipel,frornrrairnce corruli:sloaannn e 1path in M.Sclnar.ck IV nn::lln sllalka..aniun...agrade ,asse nrnl*Ilion Iii e slnernl'ued ciirn ate zone rnsusg rnfMAr 4linar. irnrfinliirrnu.uirrra nni wrggy code irm;.ulaug:on R araahie and depth irequ.u4eir nn:!rnt w. Envelope A5sembfles Prop.Gross Area Cavity Cont� Prop. Perimeter 2nd Floor Fiat Ceiling: Flat Ceiling or Scissor Truss 542 30.0 0.0 0.035 0.026 19 14 1st Flag Flat Ceiling: Flat Ceiling or Scissor Truss 1,381 30.0 0.0 0.035 0.026 48 36 Ist Floor Cathedral Ceiling: Cathedral Ceiling 278 30.0 0.0 0.034 0.026 9 7 2nd Floor Cathedral Ceiling: Cathedral Ceiling 274 30.0 0.0 0.034 0.026 9 7 All Walls: Wood Frame, 16" o.c. 3,806 21.0 0.0 0.057 0.060 189 199 Doors:Solid Door(under 50%glazing) 72 0.530 0.320 42 23 French Doors: r1 aSS Door(over 50%glazing) 97 0.320 0.320 31 31 SHGC: 0.25 Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop� Req. Perimeter Windows:Wood Frame 314 0.270 0.320 85 100 51160 0.31 1st Floor: All-Wood Joist/Truss 2,148 30.0 -0.0 0.033 0.047 71 101 2nd Floor over unheated:All-Wood JoistTrruss 328 30.0 0.0 0.033 0.047 11 15 Compliance.statement:' The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in RESCheck Version : RE5check-Web and to l:ornply with the mandatory requirements listed in the RESCheck Inspection Ch.erl Idst. �S EPN r b E PPE , &I A o�J� .� 0 5 28 Name-Title Signature date Praject Title: Haas Residence Repoft date: 05129/24 Data filename: Page 2 ef1Q REScheck Software Version : REScheck-Web Inspectionli Checklist Energy Code: 2018 IECC Requirements: 0.0% 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. Se�,on Plans Verified Feld Verified Pre-Inspection/Plan Review Value ValueComplies? Cmmnts/Assumptions & RD ............. 103.1, Construction.. __..__. _ _ ____ ...._.... .._ .._. __ ...... _.. ruction drawings and ❑Complies 103.2 'documentation demonstrate ❑Does Not [PR1J1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable _ construction documents. __ __.,. .... 103.1, Construction drawings and .�.�._....-...._ ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, _Heatingand cooling equipment is Heating: Heating: _ m mm 99..e... ❑Complies 403.7 sized per ACCA Manual 5 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 approved by the code official. ❑Not Applicable Additional Coni7ents/Assu. .piio8 i' -' 11 High Im act(Tier 1) 2 Medium Im actM m er g p p (Tier 2) 3 Low Impact(Tier 32 Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 3 of10 Section ,# Foundation Inspection Complies? Comments/Assumptions & Req ID 1 A protective covering is protect exposed e installed exterior led t ❑Does p[F011 Not �H and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable . .... 9 p (Tier 1) 2 Medium Impact (Tier 2) Low impact(Tier 3mm 1 Hi h Im act Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 4 of10 & Re'oID Plans Verified l Field Verified # Framing/ Rough-In Inspection Value Value Complies? C o mments/Assumptions 402.1.1, Door U factor. U- �........ ...........� — U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing average)-factor(area-weighted U- U ❑Doe shot table e Evelope Assemblies values. 402.3.3, ❑Not Observable 402.5 ❑ [FR2]1 Not Applicable bqi 30......� _ ...._..._............ ._. . _.m...w . m _ ...._. .,.. .,_ __. ..... .... 3.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable ........... r ❑Complies 402.4.1.1 Air barrier and thermal Barrie � � - [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable � 402.4.3 _Fenestration tha .,.m.... .��. ... ..... ....... .......... � t is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable _ limits. 402.4.5 IC-rated recessed _.. .-..............�....�,,r. ..., a��.�............. �. �__....m., ._..._ � . lighting fixtures ❑Complies [FR1612 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply pated d return8 ducts in where ducattics tics._ ......... �❑Do_ __ mplies 1 es Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and 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. 40_......�,....... .._� _� _.......... ___..._- .-..�.... ..... 3.3.2 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. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable _ ._.. _ 403.4 HVAC piping conveying fluids R _ _. .,.. _...._ .. - R ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to>_R- 3 ❑Not Observable ❑Not Applicable ........._. e,_. _.. ... . .,...._. .... .... ..... _....... ............ 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable ................................_ ..... ...... 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 ?11-3. ❑Does Not ❑Not Observable ❑Not Applicable _ _ . ....,,.m �ghp1�2 Medium Im Wact^(Tier 2) 3 Low Impact (Tier 3) 1 High impact(Tier p _ Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 5 of10 Section �� " � � # Framing/Rough-In Inspection d Complies Comments/Assumptions & Req ID �............. . . _._. .... ...._... Plans Value feed Field lue 1e...,... ... .. _ �, 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1i{/Y'tional, CaniTiients/AssuTi7ptions.: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 6 of10 6e Re ID Plans Verified Field Verified t Section .,� • InspectionValue _ Value Complies? Comments/Assumptions 303.1Q. All installed insulation s labeled 111 ❑Complie Comme [IN13]2 or the installed R-values ❑Does Not to, provided. ❑Not Observable ❑Not Applicable �w .... ... ..... �.�.m a ..... _ _.... ..�. ... ........... 402.1.1, Floor insulation R-value,. R- R- ❑Complies See the Envelope Assemblies I402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [INl]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable ....... ...... . .... ... _ ............ 303.2, Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable ,aa 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- R- ❑Complies Seethe Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ steel ❑ Steel ❑Not Applicable ..,_ ......... _.... _, .... 303.2 Wall insulation is installed per []Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable rqua� viiwi 1 Hrg .�.__...._w IT Medium Impact(Tier 2) 3 Low Impact (Tier 3) Impact(Tier 1) �._ �. Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 7 of10 [-Section # Final Inspection Provisions Plan,Ver fied Fiel V erified Complies? Comments/Assumptions Value& Req ID �. .� b ...._ g ®Complies See the Envelope Assemblies 402.1.1, Ceiling insulation R-value. R- R- 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 02.2.2. ❑ Steel ❑ Steel ❑Not Observable 402.2.E ❑ [FI111 Not Applicable 303.1.1.1, _... ----.. _...... _ � Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable __.._........_........ 402.2.3 Vented attics with air permeable ❑Com lies [FI2212 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R ❑Complies [FI311 insulation ?R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50 = ❑Complies [FI1711 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 [FI2711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. _............._� _.ww_ _ .... ............ .. .... 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. _.._ �,.. .... .._. _.. �. ... _. _._�. _.....__ 403.3.2.1 Air handler leakage designated ❑Complies [FI2411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1...m...Programmable thermostats ..-...... _ . _,_,.,._..._. _ O ompll s [FI912 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 03.1.2 Heat pump thermostat installed ❑Complies [F110]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 4D .m ..........__ � .w ... .n. .-.. µ ...... _ ..... .... 3.5.1 Circulating service hot water ❑Complies [FI1112 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) Low Impact(Tier 3) Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 8 of10 Plans V se�c lo�- J erifiedFFField Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & R 4 .....4 I ...m_. __ .. m. . _...... ...... 0. J 3.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table []Not Observable ❑ R403.6.1. Not Applicable 03.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe 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 [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.521.2...a .-..........�,,,,,,,,,,,,,, _ _._. ......_ ------r.... ......._.M__. ._�............... _....� Electric heat trace systems ❑Complies I[FI29] comply with IEEE 515,1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the p ping 403.5.2 Demand recirculation water ❑Complies [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<= 104°F. ._ ............. u... .... _.- ,. _.._ .. _ _._._._ _ 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA []Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 4.1 90%or more of permanent ❑Complies [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable as lighting..404 1.1 Fuel �.... .a.,. ... .... .�..... ..�.. .,..�._...._.,...�. �._.._._ . g systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not k:, ❑Not Observable ❑Not Applicable ... ..„ 401.3..... .....Compliance certificate ......... . _.. .,. _ ................... _. . posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 9 of10 # Final Inspection ProwsionsPla Value F1e,Valuefied Complies? Comm section III p p Comments/Assumptions 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments_lAssumptions: 1 High Impact(Tier 1) 2]Medium Impact(Tier 2) 13 Low Impact Miier3) Project Title: Haas Residence Report date: 05/28/24 Data filename: Page 10 of10 u Energy VIM I" Effliciency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 30.00 Ductwork(unconditioned spaces): Window 0.27 0.31 Door 0.32 0.25 Heating System: Cooling System: Water Heater: Name: Date: Comments D E P P E D E S I G N L L C P.O. BOX 6007 ♦ ♦ SOUTHAMPTON ♦ NEW YORK ♦ 11969 ♦ 631-728-8800 jtd@deppedesign.com May 9, 2024 Mr. Michael J.Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Re: Haas Residence, 1265 Park Avenue, Mattituck, NY 11952 Dear Mr.Verity: Please be advised that according to National Grid,there is no gas service available for the above address. If I can be of further assistance, please feel free to contact me. Best Regards, Joseph T. Deppe,AIA Deppe Design LLC ; . ° � IL.n lets-il- I UEEC?Li 4J DEPARTMENT OF HEALTH Effi�lE GRADE. 5% MAX GRADE 19,0 !T CI�1fi�L F NV17,7 DIS INV17,56 N TR C TIC INOX V'17A EL17,79 SINGLE FAMILY RESIDENCE L INV17>41S 1 EACH 4' SDR 3 8'0x183DEEP PITCH 1/8'/FT LEACHII�I �r--j POOL a a T 4/1/2024 a S. =. o. R-24-0358 _ EL5,79 _ APPROVED HIGHEST LPECT, GRIND WATER E MAXIMUM I� 4 EI�i5 :RTS I T Y DATE APPROVAL `AL TALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE 1VIDED TO THE SCDS VENT PIPE FROM THE OWTS TO THE DWELLING AND ONNECT TO THE SANITARY VENTING WITHIN THE HOUSE �,Td17 AR E N Y. SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUO WILL DRAIN TOWARD THE OWTS RICHARD M. MATO A.I.A. FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE PO BOX 2284 AQUEBOGUE NY 11931 1C SYSTEM UP TO 4 BEDROOMS PHONE-(831)523-5879 :ENS 500 GPD (OWTS) Design Professional's Certification Required. EMAIL:RMATOAIRCHITECT@GMAIL.COM OOLS 8*12'DEEP Submit P.E. or R.A. Certification For LEACHING POOLS The Installation and Construction of the Sewage Disposal System = Use Form ww -07 '-AIth Services. 7� Abandonment of the existingnit y tmust be in a hog ;on conformance with the Department's requirements. Submit Completed form WWM-080 as proof _. . 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J I I I '5)II I /S� L L IH I I I I(3) III/ " �L folkI I !u hl-1 a IL y� h " x 2 N lu n I I L w v - - - - - - - - - - - - - Z 2 ® i O.G.StA IN6 L G) aw N m I Ln � I � — — — — — g Li -' I W 0 sl 0 s � w N C)2 Klo Rk B A ) 2XIC R I ELOVrr'f _ U O a J a--' p -F� V / r 1 2" L HV F— I I I I I I I I I (� w 0 'jo �, I I I I I I I I I I I >°, � O Q > I I 12XI ON,� AT I I I Q Q 71 W o n I i I a x u I I I 0 I I x I A, n JI m N 0 °N' A I _ CD Ln I V I - - O A. I O u 1.) 9 1 LVL H R l Ln O U a Ln a i a L I a N ® n I a N ry `r UNAUTHORIZED ALTERATION OR ADDITION ry X N TO A DOCUMENT BEARING A LICENSED -t( — — - ---- ARCHITECT'S SEAL IS A VIOLATION OF ARTICLE - -- -- -- -- -- -- --- -- -- - 147,ARCHITECTURE,SECTION 7307,OF THE 2 I' �' zm NEW YORK STATE EDUCATION LAW. COPIES Q 2XI0 ® Ib"O.G. RR 2XI0 ® Ib"O.G.RR I 12:12 PITCH 12:12 PITCH 15 1/2" 5 Y 1 X 2XI0 ® I "O.C.RR 2XI0 ® Ib Z.RR OF THIS DOCUMENT NOT BEARING THE " P 2 5T 1/2' P05 12:12 PITCH 12:12 PITH ARCHITECT'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE VALID C COPIES. I (2) q 1/2' LVL HDR *I * HDr ARC,yi " MCM J9 0441 Hr O OF NEW a) � 0 L!.! TO THE BEST OF MY KNOWLEDGE,BELIEF,AND J PROFESSIONAL JUDGEMENT,THESE PLANS AND L.L SPECIFICATIONS ARE IN COMPLIANCE WITH THE U INTERNATIONAL ENERGY CONSERVATION CODE J J Z DATE : 5/31/2024 w SCALE : AS NOTED Lil a NORTH Lu ROOF FRAMIN PLAN DRAWN: J.T.D. U SHEET SCALI= 1/4"= I'-O" a. m m rri CV O CV M Ln C-)PYRIGHT©,2024, DEPPE DESIGN LLC OF 13 SHEETS i F tY MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC INSULATION REVISIONS: BY: ATTIC TRUSS WOOD FRAME LOW-E WINDOW UNIT 1/2" GYPSUM BOARD CONTINUOUS BEAD OF 21 go. SEALANT EXTERIOR SHEATHING EXPANDING FOAM EXTERIOR SIDING SEALANT 1/2" GYPSUM BOARD 1/2 x2 BACK DAM ---- � IV-r----- SELF-ADHERED MEMBRANE WOOD FRAME I FLASHING — 1 71v\I NA EXPANDING FOAM - CONTINUOUS BEAD OF = THESE PLANS a DEswlvs sHowN HEnEON 1 CONTINUOUS BEAD OF I SEALANT REMAIN THE PROPERTY OF DEPPE DESIGN SEALANT 1 �', - LLC. THEIR USE WITHOUT WRITTEN LICENSE i SEALANT 11 ' IS PROHIBITED. LL COPYRIGHT W 2024,DEPPE DESIGN LLC SELF-ADHERED MEMBRANE 1 SELF-ADHERED MEMBRANE EXPANDING FOAM SEALANT AT PERIMETER FLASHING FLASHING I k ISELF-ADHERED FLASHING CONTINUOUS BEAD OF SEALANT I `------ ---- EXTERIOR SIDING DRYWALL CEILING --- EXTERIOR SHEATHING RECESSED LIGHTING FIXTURE EXTERIOR SIDING EXTERIOR SHEATHING EXPANDING FOAM SELF-ADHERED FLASHING 2x6 WOOD FRAME SEALANT LOW-E WINDOW UNIT 1/2" GYPSUM BOARD METAL CAP FLASHING (OPTIONAL) LOW-E WINDOW UNIT W'I NDOW JAMB DETAIL WINDOW SILL DETAIL WI NDOW H EAD DETAIL )SCALE IR SEALI NCB AT RECESSED LI HTI N ,� cool, N 5GA1.E I I/2 - I-O SCALE I I/2 = I -O SCALE I I/2 = I-O 1 1/2 = 1'-0" Lr) W4 c ) 0 —J O z � LLJ w z z z C) u z ASPHALT SHINGLE I ASPHALT SHINGLE WOOD FRAME ROOF UNDERLAYMENT ROOF UNDERLAYMENT 4 W EXTERIOR SIDING SELF-ADHERED INSULATION SELF-ADHERED %' INSULATIO w Q CAVITY INSULATION MEMBRANE BAFFLE MEMBRANE BAFFLE Q = BUILDING PAPER ,� 3/4" RIGID INSULATION ROOF RAFTER 3/4" RIGID INSULATION 5/8" ROOF t 1/2 GYPSUM BOARD ROUGH CUT AROUND SHEATHING SHEATHING VENTED ATTIC w INTERIOR FINISH INSULATION BAFFLE SPRAY FOAM INSULATION ROUGHINSULA ON CUT AROUND O BAFFLE -AIR SEAL PERIMETER - AIR AL E PERIMETER ROOF RAFTER < > S < Q o EXTERIOR CONTINUOUS BEAD WITH EXPANDING I � .' WITH EXPANDING SHEATHING — OF ADHESIVE FOAM SEALANT INTERIOR FINISH FOAM SEALANT Q0 CONTINUOUS BEAD - -- - -- J_ TAPE ALL JOINTS OF SEALANT 1/2" GYPSUM BOARD i CEILING JOIST X HOR AND VERT ' METAL DRIP �,� TAPE ALL JOINTS METAL DRIP �,� I � m N ---- EDGE EDGE I ATTIC INSULATION WOOD SIDING N O I'I ENGINEERED FLOOR 17) `— ASSEMBLY I INTERIOR FINISH EXTERIOR SHEATHING u, CAVITY INSULATION CD CONTINUOUS BEAD I ;' 1/2" GYPSUM BOARD WOOD FRAME OF SEALANT o CAVITY INSULATION o :r:,,::..::.: p - : CONTINUOUS BEAD c ::�.�~ +�• �`� 1/2 GYPSUM BOARD CONTINUOUS BEAD.:��:`:. CO NUOUS [] .. . OF SEALANT u SILL SEALER " � SOFFIT VENT II SOFFIT VENT � � Y �:,�+ OF SEALA T WOOD FRAME A�.? N WOOD FRAME n- L^ EXTERIOR SIDING o FINISH GRADE s` "��'"�'t ` � CAVITY INSULATION EXTERIOR SIDING I I BUILDING PAPER BUILDING PAPER CAVITY INSULATION N > - : ::_:..: x�:'�=::-*a.. 1/2 GYPSUM BOARD EXTERIOR 1/2 GYPSUM BOARD SHEATHING� ; - _ ::r?;��' :.;;:.r:.:?�,;,:,j^,•T SHEATHING ^' = INTERIOR FINISH I' INTERIOR FINISH INTERIOR CONDITIONED SPACE CV O CV UNAUTHORIZED ALTERATION OR ADDITION TO A DOCUMENT BEARING A LICENSED ARCHITECT'S SEAL IS A VIOLATION OF ARTICLE Q 147,ARCHITECTURE,SECTION 7307,OF THE Q NEW YORK STATE EDUCATION LAW. COPIES OF THIS RING THE ARCHITECT'S INKED SEACUMENT L TOREMBO EMBOSSED SEAL FOVNDATII ON WALL / 1 ST FLOOR DETAIL EXTERIOR WALL / ROOF (CATHEDRAL CEI LI N Q EXTERIOR WALL / ROOF (ATTIC) DETAIL PI CAL WALL DETAIL `op;ESNOT BE CONSIDERED TO BE VALID 0 I SCALE 1 1/2"= 1'-0" SCALE 1 1/2"= 1'-0" SCALE 1 1/2"= 1'-0" SCALE 1 1/2"= P-O" RED A Ln a �`��S QN T. o A�Soj, 1 541 a OF yo a� 0 L u TO THE BEST OF MY KNOWLEDGE,BELIEF,AND J PROFESSIONAL JUDGEMENT,THESE PLANS AND LL SPECIFICATIONS ARE IN COMPLIANCE WITH THE U INTERNATIONAL ENERGY CONSERVATION CODE J J Z V) THERMAL ENVELOPE / AIR SEALI N Q DETAILS DATE : 5/31/2024 LJJ SCALE 1 1/2"= 1'-0" L_u SCALE : AS NOTED Lu DRAWN: J.T.D. SHEET a M rn ro fV CD N \ M Lf1 C )PYRIGHT©,2024, DEPPE DESIGN LLC OF 13 SHEETS GENERAL NOTES FASTENING SrHEDULE CI. ALLCONSTRUCTION 15 TO CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, CONNECTION FA9TENIN6�' LOCATION 1.JOIST TO SILL OR&ROM 9-aD COMMON(2-In'x 0,151•) TOENAIL A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPTSI �FLIFIED20 NYS ENERGY GOI7E AND ALL LOCAL BUILDING 4 ZONING CODES. WHERE OTHERWI5E STATED. 9-9'XO.191'NAILSIIIPL M N6 I5 COl`1 RM N LO L H LTH P 9-a 14 GAGE STAPLES B. NAILS SPACED AT b INCHES ON CENTER AT EDGES, 12 INCHES I L I I�lZONES AT INTERMEDIATE SUPPORTS,EXCEPT b INCHES AT SUPPORTS R REMENT5. 2.BRIDGING To JOIST -ov COMMON(2-In x o.1517 roeNA1L EACH END WHERE SPANS ARE 48 INCHES OR MORE.FOR NAILING OF WOOD ° O STRUCTURAL PANELS AND PARTICLEBOARD DIAPHR46M5 AND a 5. ALL ELECTRICAL WORK TO CONFORM TO -OGAL, N.E.G. AND UNDERWRITERS REGUIREMENT5. 2-9xo.19rNA1Ls SHEAR WALL5,REFER TO SECTION 2505. NAILS FOR WALL 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND C O ONDITIONS IN THE FIELD PRIOR TO 2-9.14GAGESTAPLES SHEATHING ARE PERMITTED TO BE COMMON,BOX OR CASING. ° ° G.COMMON OR DEFORMED SHANK(6D -2" X 0.113";8D -2 1/2" CONSTRUCTION AND NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. S.S x a SUBFLooR OR LESS TO EACH JOIST -DID COMMON(�-In x o.151) FAGS NAIL X 0.131";IOD - 3" X 0.148"). 5. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED ONES AND LARGER SCALE D. COMMON(6D -2" x 0.113";8D -2 1/2" x 0.131";10:) -3" x / ° 4.WIDER THAN I'X 6'SUBFLOOR TO EACH JOIST 9-bD COMMON(Z-In'X 0.191') FAGS NAIL 0.469. DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. E.DEFORMED SHANK(bD -2" X 0.113";8D -2 1/2"x 0.131;IOD / / I 6. THE ARCHITECT SHALL BE NOTIFIED OF ANY 4 ALL PROPOSED CHANGES TO THE DE516N. s. FLOOR TO JOIST OR GIRDER 2-16D COMMON(9 In•xo.16s) BLIND Olt FACE w.1L -5" X 0.148"). / REVISIONS: BY: 6.SOLE PLATE TO J015T OR BLOCKING F.CORRO5ION-RESISTANT 51DINS (bD - 1 1/8" X 0.106";8D - 2 / / I / BLD6 DEFT REVISIONS I JTD THE ARCHITECT 15 NOT RESPONSIBLE FOR ANY GHAN6E5 MADE WITHOUT PRIOR WRITTEN SOLE PLATE TO JOIST OR CLOCKING AT 161)(9-In"Xo.Is5•AT 16'oG) TYPICAL FAGS NAIL 5/5" X 0.128") OR CASING(&D -:2" X 0.0119';8D -2 I/2" X GRACED WALL PANEL 5'X 0.191"NAILS AT a'D.C. 0.115") NAIL. NOTIFICATION AND SUBSEQUENT APPROVAL BY THE ARCHITECT. 9 14&AGE STAPLES AT 12'o.G. BRAOM WALL PANELS / 6. FASTENERS SPACED 3 INCHES ON CENTER AT EX 7. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL MANUFACTURERS' S-16D(5-In'X0.I5B'AT W DG) EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, / a 5 xo.lsl NAILS AT 16"O.C. WHEN USED AS STRUCTURAL SHEATHING.SPACING 5FALL EE b ° SPECIFICATIONS, RECOMMENDATIONS AND REQUIREMENTS. 4-s•14 SASE STAPLES AT 16•O.C. ACHIES ON CENTSDIATE SON THE EDGE NAND ON 12 1NC ES Ok CENTERINT I I o 8. PROVIDE 5MOKE AND CARBON MONOXIDE DETECTORS AS PER NY STATE 001;)E5. APPLICATIONS. G1. PREFABRICATED FIREPLACES AND FLUES SHALL BE UL APPROVED AND INSTALLED AS PER -1.TOP PLAT?TOSTUD 9-- 17 1 xO COMMON s n'xo162) END NAIL H. CORROSION-RE515TANT ROOFING NAILS WITH•1/Ib INCH I I 2 DIAMETER HEAD AND 1 1/2 INCH LENGTH FOR 1/2 IN04 SHEATHING MANUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS AND REQUIREMENTS. 9-9'14 GAGE STAPLES AND 1 5/4 INCH LENGTH FOR 25/32 INCH SHEATHING. 2 10. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR I. CORROSION-RESISTANT STAPLES WITH NOMINAL'VI6 INCH GROWN AND I I/8 INCH LENGTH FOR 1/2 INCH SHEATHING AND I ADMINISTRATION OF THIS PROJECT UNLESS 5PEGIFIGALLY REQUESTED IN WRITING PRIOR TO 1/2 INCH LENGTH FOR 25/52 INCH SHEATHING. PANEL SUPPORTS b.51UD TO SOLE PLATE 4-90 COMMON(2-1n'x 0.191') TOENAIL AT 6 INCHES(20 INCHES IF STRENGTH AXIS IN LONG DIRECTION a• THE START OF THE WORK AND 5UB5EQUENT AGKNOIALEDSEMENT BY THE ARCHITECT. 4-5'XO.151'NAILS OF THE PANEL,UNLESS OTHERWI5E MARKED). b° Simpson 5trong-Tie H2 9-S'14 SASE STAPLES END NAIL J.CASING(1 1/2" X 0.012") NAILS SPACED b INCHES ON PANEL -16D COMMON I9 1n^xo.162) EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. THESE PLANS&DESIGNS SHOWN HEREON DESIGN LOADS REMAIN THE PROPERTY OF DEPPE DESIGN 9-9'x0.191^NAILS K.PANEL SUPPORTS AT 24 INCHES.CASING OR FINISH NAILS LLC. THEIR USE WITHOUT WRITTEN LICENSE s-SN 14 GAGE STAPLES SPACED (I INCHES ON PANEL EDGE5, 12 INCHES AT ate• kA• D IS PROHIBITED. INTERMEDIATE SUPPORTS. COPYRIGHT 02024,DEPPE DESIGN LLC. ROOMS OTHER THAN SLEEPI N6 ROOMS 40 P.S.F. LIVE LOADS q DOUBLE 57W5 160(5-1/2"X0.155'AT 24"OG) L.FOR ROOF SHEATHING APPLICATIONS,SD NAILS(2 1/2" X 9'%0.191"NAILS AT O'OG. SLEEPING ROOMS 50 P.S.F. LIVE LOADS FACE NAIL PANELS. THE MINIMUM REQUIRED FOR WOOD STRUCTURAL EXTERIOR BALCONIES 60 P.S.F. LIVE LOADS 5'14(SASE STAPLES AT a'O.C. M. STAPLES SHALL HAVE A MINIMUM GROWN WIDTH OF-7/I6 INCH. SHEATHING 5GHEDULE ' DECKS 40 P.S.F. LIVE LOADS 10 DOUBLE Tor PLATES 16D(5-1n"X0.155•AT 16'O.0 j N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS SPACED 4 ATTICS W/O STORAGE 10 P.S.F. LIVE LOADS 9'x 0.151"NAILS AT I2'OG. INCHES ON CENTER AT EDGES,8 INCHES AT INTERMEDIATE ZONE I ZONE 2 ZONE 3 SUPPORTS. DOUBLE TOP PLATES 9'14 SAGE STAPLES AT 12.O.G. TYPICAL FACE NAIL ATTICS W/ 5TORAGE 20 P.S.F. LIVE LOADS a-16D COMMON (5-1/2'x 0.162") O.FASTNERS SPACED 4 INCHES ON CENTER AT EDGES,8 FIELD 4" OG 12-s'Xo.151"NAILS ��iGE INCHES AT INTERMEDIATE SUPPORTS FOR SUB W . .FLOOR AND WALL FIELD O.G. 12" O.G. LSTA21 SHEATHING AND 8 INCHES ON CENTER AT EDGES,6 INCHES AT 12-S•14 SASE STAPLES INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. FASTENERS FOUNDATION SPACED 4 INCHES ON CENTER AT EDGES,8 INCHES AT EDGE 5" O.G. 4" O.G. 6" O,G• INTERMEDIATE SUPPORTS. I. CONCRETE TO BE 5000 P5I MINIMUM, RESTING ON GLEAN VIRGIN 501L WITH 2 TON P5F BEARING ALL I/2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED WITH 6D COMMON °° CAPACITY. VERIFY 501L BEARING CAPACITY IN THE FIELD. II.BLOCKING BETY'GEN J0197S s-oD COMMON(2-In•x 0.151•) TOENAIL ° OR RAFTERS TO TOP PLATE 9-s•X0.191•NAILS NAILS PATTERN AS INDICATED ABOVE. S I DEWALL SHEATHING TO BE 1/2", °° 2. I6 WIDE X IO' DEEP POUI;= CONCRETE FOOTINGS WITH ONE 1-1/2 X 3-1/4" KEYLOGK GENTERED BELOW 9-S•14 SASE STAPLES ROOF TO BE 1/2" GDX Uplift anchors not ° ONE 8" WIDE POURED CONCRETE FOUNDATION WALL AS PER THE DRAWIN65. needed in this area S. DAMP-PROOF EXTERIOR OF FOUNDATION WALL WITH TROWELLED ON BITUMINOUS ASPHALT, TO GRADE. 12.RIM J015T To TOP PLATE aD(Z-In^X 0.1519 AT G•O.G. TOENAIL (Except sill anchors) 5'XO.151'NAILS AT 6'OG. 9'14 SAGE STAPLES AT WO.C, t l 1 CARPENTRY ^ I 19.TOP PLATES,LAPS.AND INTER5EGTION5 2-16D COMMON(5-I/2•X0.1629 FACE NAIL A34 ' ^ Ln I. ALL LUMBER FOR FLOORING SHALL BE DOU6LAS FIR #2 OR BETTER. BEAM, HEADERS AND FLOOR 9-9 xo.19r NA1L5 M JOISTS SHALL HAVE A MIN FIBER STRESS OF 850 PSI. 9-9.14 SASE STAPLES Single-Strap 2. ALL HEADERS TO BE (2) 2"XIO" UNLESS OTHERW 5E NOTED. Application 5. BLOCK ALL POINT LOADS AND BEARING PARTITION LOADS DIRECTLY TO FOUNDATION. ADD NEW BLOCK 14.CONTINUOUS HEADER,TWO PIECES 16D COMMON(5-In•X0.1629 16.OG.ALONG EDGE GLAZ I N(5 FROTEGT 1 ON (Multiples W v O PIERS AS NECCE55ARY. maybe used) 0 4. DOUBLE FRAME ALL AROUND OPENIN65, UNDER PARALLEL PARTITIONS AND UNDER BATHTUBS. WIND BORNE 1DESRI5 >- 5. METAL FRAMIN6 CONNECTORS (51MP50N STRONG-TIE OR APPROVED EQUAL) ARE REQUIRED AT ALL FLUSH STRUCTURAL FRAMING CONNECTIONS. 15.CEILING JOIST To PLATE s-aD COMMON(2-1n x o.ls1) TOENAIL > w 9-S"X SA STAPLES z Z . ALL EXTERIOR FRAMING SHALL BE AGQ TREATED LUMBER AS PER CODE. 9-a'I4 GAGE!E ILS 6 STAPLES W 7- 7. BRIDGING TO BE EITHER 50LID OR PX3" GROSS BEARING 18 &A. CR055 BRIDGING AT 8' O.G. 8. INTERIOR BEARING WALLS TO BE BLOCKED AT 4' O.G. VERTICALLY. IS.C0rmw0US HEADER TO STUD 4-aD COMMON(2-In' X0.1517 TOENAIL ® C) MTS 12 � r n z 4. PROVIDE RIDGE VENTS WHERE CATHEDRAL GEILINGS ARE USED. HURRIGANE CLIP ALL RAFTERS AT FASTE'NER5 AS NOTED IN L-F7 A U y O CATHEDRAL CEILINGS. 5GHEDULE BELOW IT.CEILING JOIST,LAPS OVER PARTITIONS 9-I6D COMMON(9-In'X0.162") 10. ALL FLITCH PLATES, LVL'S AND GIRDERS ARE TO BEAR ON SOLID WOOD P0575 AND HAVE A SOLID (SEE SECTION 2506.10.4.1,TABLE 2505.10.4.10 MINIMUM \ e v J WOOD BLOCK LOAD PATH TO THE FOUNDATION WALL. TABLE 29005.10.4.1 FADE NAIL W I 1 4-9'X0.191'NAILS LJ_J 11. ALL FRAMING HARDWARE 5H-OWN ON THESE PLANS SHALL BE AS MADE BY SIMP50N STRONG-TIE, Q 4-9'14 GAGE STAPLESN UNLESS OTHERWISE NOTED. 1� Q 15.CEILING JOIST TO PARALLEL RAFTERS 9-16D COMMON(9-I12•X0.1629 (D • _ ENERGY NOTES (SEE SECTION 506.10.4.1,TABLE 2905.10.4.1) ° (Vl J\ MINIMUM °° , ^ � 0 TABLE 250a.10.4.1 PAGE NAIL ® v ! O 4-5^XO.ISI'NAIL5 0° I ^ I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REGUIREMENT5 OF THE NY 5TATE ENERGY 4-9'14 SASE STAPLES PLYWOOD A5 NOTED °° Q) v I CONSERVATION CONSTRUCTION CODE, THE LATEST EDITION AT THE TIME OF PERMIT APPROVAL. 19.RAFTER TO PLATE < > 5-aD COMMON(2-In'X 0,151•) TOENAIL 0 < < 2. WINDOWS AND ALL 6LA55: U-58 (MAX). (SEE SW110N 2500.10.4.1,TABLE 2506.10.4.1) 9-9'XO.151'NAILS ° 1•• ° Q 5. EXTERIOR DOORS AND DOORS TO GARAGE: U-40 (MAX). 5-5'14 GAGE STAPLES (D4. ALL THERMOSTATS SHALL 5E ADJUSTABLE 45-85 DEGREES F. FOR COMBINATION HEATING AND 9T1D ANDA6ONAL BRACE TO EACH 2-aD COMMON(2-1n•x o.1sl") PAGE NAIL • eO W PLATE COOLI N6, THERMOSTAT RANGE SHALL BE 45-85 DE6REE5 F. (MAX). 2-WX0.151•NAILS S 1 MESON STRONG-TIE '° •° Q X 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT SIZE, DESIGN AND TYPE9-5"14 SASE STAPLES O OF RIDGE-RAFTER STRAW � Ln MECHANICAL SYSTEM TO BE USED, IN SUFFICIENT DETAIL AS IS REQUIRED BY THE BUILDING DEPARTMENT. cc21.I•x W SHEATHING To s-E0 COMMON 10.1519 0.1519 FAZE NAIL CD :2 ALL FIREPLACES ARE TO BE: PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150 - 200 GFM EPGHBFARING FLUE TO HAVE TIGHT FITTED DAMPER MAX AIR LEAKAGE 20 G.F.M. N O N 22.WIDER THAN V X 6'SHEATHING 5-aD COMMON(2-In'X 0.I519 PAGE NAIL FLYWOOD STORM FANEL •• ° ° 'T. WATER SERVICE TEMPERATURE CONTROL SHALL BE SET AT 140 DEGREES F. (MAX). ro EACH BEARING � 8. ALL LAVATORIES AND 5HONIER5 SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A SHUTTER DETAIL N.T.S. MAXIMUM OF 1.5 GPM AT 60 PSI PRESSURE. 2s.eu1LTHJP CORNER snJOs 16D(5-1n"XO.162") 24•oG. 5•X 0.1 11" 26,OG. a. ALL INSULATION MATERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR 5 14 SASE STAPLES 16•O.G.CD Ln BARRIER LOCATED ON THE WINTER WARM 51DE. MST�.E36 o° 0 10. INSULATION SHALL BE IN5T,4LLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT 24.9uILTalP GIRDER AND CRAMS 200 COMMON(4'X 0.1.12•)92.O.G. PAGE NAIL AT TOP PANEL SPAN 9'X 0.151'NAIL AT 24.OG. AND BOTTOM STAGGERED T�/ o° 9'A SASE STAPLES AT 24'D.G. ON OPPOSITE SIDES FASTENER TYRE E 1� ' ' ' PLATE LINES, BAND JOISTS AND CORNERS. 3 X20V COM1"NAIMOON(4"X 0.142•) ppGE NAIL AT EPIDS AID 4-O 4 TO 6 6 TO 8 0 11. HVAC GOOLI N6 EQUIPMENT SHAH BE RATED IN ACCORDANCE WITH TABLE 4-6 OF THE ENERGY CODE; s-s'S4 GAGE STAPLES AT EACH SPLICE 2 1/,2" #8 NiTS 1 U MIN SER (MELEMNSY) SHALL BE AS SPECIFIED IN TABLES 4-5, 4-01, AND 4-10 OF THE ENERGY GORE. WD. SCREWS 16 I011 511 12. INSULATE ALL PIPES AND DUCTS PER CODE. 55F ° � 15. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A MINIMUM COMBUSTION 29.2"PLANKS 16DCOMh-0ON(5In'x0.I62) AT EACHBEARIN6 2 1/2" #10 LTP4 0 OF 75% AND SHALL HAVE 5TANDBY LOSSES LE55 THAN THE CODE 5PECIFIED MAXIMUM BASED ON ACTUAL Z6.COLLAR TIE TO RAFTER s-SOD COMMON(9•x o.lae) PACE NAIL 16" 12" c{ O 4-9•x o.151•NAILS AD. SCREWS S I MESON STRONG-T I E U EQUIPMENT SIZE. 9.14 SASE STARES Ln 14. THERMAL TRANSMITTANCE VALUES SHALL NOT BE 6REA7ER THAN THE VALUES TABULATED IN TABLE 5-1 2T.JACKRAFTERTOHP �LOO�-TO-F L_OOR GONNE GTIONS -IOD X 0.I��N ILLS'X 0.146') TOENAIL 4 = OF ENERGY GORE. s-160 COMMON(5 I/2 14 GAGE $X 0.1621) 9-9•X 0.151'NAILS FACE NAIL N 9-9.14&AGESTAPLES FROVIDE 1/2'' GDX PLYWOOD FANELS. MAXIMUM SFAN CD ARCHITECT'S STATEMENT OF P I-OI1 FOR EVER`( WINDOW. FANELS SHALL BE UNAUTHORIZED ALTERATION ORADD1710N CV 2-1612 COMMON(3-In•x 0.162") TOENAIL TO A DOCUMENT BEARING A LICENSED ZD.ROOF RAFTER T02XRID6E SEAM FRE-GUT TO GOVER THE GLAZED OFENING, LABELED, l/) 5-5•x o AG STAPLES ARCHITECT'S SEAL IS A VIOLATION OF ARTICLE Q 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THE PLANS AND 5-5.14 GAGE STAPLES 2-16D COMMON(9-InTA18 147,ARCHITECTURE,SECTION 7307,OF THE Q SPEGIFIGATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE 2020 NY STATE ENERGY 5-5•xo.151'NAIL5 FACE NAIL WITH AFFROFRIATE ATTACHMENT HARDWARE. HTT4w/BP NEW YORK STATE EDUCATION LAW, COPIES CONSERVATION 9-5114 GAGE sTAP.ES OF THIS DOCUMENT NOT BEARING THE / CONSTRUCTION CODE . CS 16 (HTT5 similar) ARCHITECT'S INKED SEAL OR EMBOSSED SEAL FAGENAIL SHALL NOT BE CONSIDERED TO BE VALID REFER TO THE RE5CHECK COMPLIANCE CERTIFICATION REPORT FILED A5 PART OF THE BUILDING PERMIT 29.JOIST TO BAND JOIST 4-S" COMMON(5-In'x o.162•) COPIES. 4-9'X COMMON NAILS j 4-9'14 SASE STAPLES MTS 16 _ �> APPLGATION 4 ATTACHED TO THESE CONSTRUCTION DOCUMENTS. L 50.LEDGER STRIP 9-16D COMMON(a-In'X 0.1629 FAGENAIL NOTE: D a MIN f 4-9•X0.191•NAILS (TYP) G RE D4-9'14 SASE STAPLES • �'•`Y CLIMATIC AND GEOGRAPHIC DI=SIGN CRITERIA PROVIDE 5/8" GDX WALL SHEATHING TO TOP OF SECOND o ° \� S�pIA r' FLOOR WALL PLATES. PLYWOOD 15 TO BE MINIMUM 2'-0" DOWN 45 °° O ,o GROUND SNOW LOAD 25 P5F 51.WOOD STRUCTURAL PANELS AND PARTICLEBOARD.B 1/2"AND LE55 60011 FROM TOP OF WALL. NAIL PLYWOOD WITH SD GALVANIZED C31 SUBFLOOR,ROOF,AND WALL 5HFATHING(TO FRAMING). NAILS (g4" O.G. HORIZONTALLY ACR055 TOP PLATE AND ° C WIND SPEED (MPH) 130+ MPH WIND ZONE III 2-s/a Xo.115'NA1LN AROUND WINDOW AND DOOR OPENING AT 4 O.G. o SEISMIC DESIGN CATEGORY SUFFOLK B o /( I-C/4'16 GAGE ° WEATHERING SEVERE PROVIDE CONTINUOUS LOAD PATH FROM RIDGE TO '' 0 FR05TLINE DEPTH 3-O' FOUNDATION. ALL CONNECTIONS TC BE SIMPSON "STONG-TIE" 1 ,541 E CONNECTORS. 19/92"TO 9/4• aD OR 6D 0 . 0- TERMITES MODERATE TO HEAVY P 1 TF y Q 23/e°x o.us'NAIL PROVIDE 5/6" GDX 5HEATHIN6 ACROSS SECOND FLOOR BOX. ° OF N DECAY SLIGHT TO MODERATE P 2'16 SAGE INSTALL PLYWOOD HORIZONTALLY WITH JOISTS 2" BELOW o WINTER DES16N TEMP 151,= FIRST FLOOR WALL PLATES. ° FLOOD HAZARD ZONE G va To r' av° EXTEND 4' SHEET ACROSS BOX AND BOTTOM OF SECOND e o J FLOOR WALL STUDS. PROVIDE TWO ROWS OF 8D GALVANIZED TO THE BEST OF MY KNOWLEDGE,BELIEF,AND WIND EXPOSURE B NAILS ACROSS TO OF FIR57 FLOOR, WALL PLATE, AND u- SSP o °° U ° PROFESSIONAL JUDGEMENT,THESE PLANS AND o SPECIFICATIONS ARE IN COMPLIANCE WITH THE D B SECOND FLOOR SILL (P 4" O.G. TO CONNECT WALL FRAMING UPLIFT CONNECTORS INTERNATIONAL ENERGY CONSERVATION CODE U 1-I/8'1-I/a IOD OR aD ACROSS BAY BEAM. °SINGLE FLOOR SHALL BYPASS EACH J � OTHER TO PREVENT Z ° °° J (COMBINATION SUBFLOOR-UND@RLAYMENT TO FRAMING) E ° ° o 5/4 GROSS-GRAIN TEN51ON TO I'AND LESS eD 1! SSP �° B I -T ° OF AND JOIST. DATE 5/31/2024 L U 1-1/8•TO 1-1/4" Iov OR aD NOTE, (DSP similar) W 52.PANEL SIDING(TO FRAMING) In°AND LESS 60 CODE REFERENCE 5TANDARD5: THE AMERICAN FOREST AND PAPER ASSOCIATION (AF4 PA) 2015 WOOD FRAME SCALE : AS NOTED 5/1„ eD CONSTRUCTION MANUAL (WFGM) FOR ONE AND TWO FAMILY DWELLINGS 4 THE 2020 NY5 RESIDENTIAL CODE. SSP L1J H LTP4, L TP5 or GA2 spacing DRAWN: J.T.D. 0 59.FIBERBOAI® 1g 5ATHING G No.11 GAGED NAIL( NAIL as required for shear. SSP SHEET 6 COMMON NAIL(2""X 0.119') U NO.16 SAGE STAPLE I spacing for uplift. 29i92• II SASE RONNS H (Other connectors available.) aD COMMON NAI I L(2 In'X 0.115") rn NO.16 GAGE STAPLE . m M 94.INTERIOR PANELING 1/4" 4DJ 9M SDK WIND & CONNECTION DETAILS CD CV NOT TO SCALE m \ Ln CL 'RIGHT©, 2024, DEPPE DESIGN LLC OF 13 SHEETS