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TOWN OF SOUTHOLD < " BUILDING DEPARTMENT 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 #: 50171Date: 1/2/2024 .. Permission is hereby granted to: Pine West LLC _...m.. ......... . .._ 63 Railroad Ave Center Moriches, NY 11934 To Construct a new single-family dwelling with inground swimming pool and terrace additions as applied for per SCHD and DEC approvals. At premises located at: Great Peconic Bay Blvd Laurel 5445 w .. v__..... _... _..... ... SCTM #473889 Sec/Block/Lot# 128.-1-5 Pursuant to application dated pp _........7/../26/2023..... and approved by the Building Inspector.. To expire on _.....7/3/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,396.40 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 CO- SWIMMING POOL $50.00 Total: $3,746.40 ......'� _. _.._.�. 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 631 765-9502 htt a� �r . o �tholcltrnn . o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ti PERMIT NO. 50 Building Inspector._ Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Ownets Authorization form(Page 2)shall be completed. Date: 2 OWNER(S)OF PROPERTY: Name:Pine West LLC, Bill Schilling SCTM#1000--128-1-5 Project Address:5445 Peconic Bay Blvd, Laurel, NY Phone#:516-250-8627 1 Email:bill@schillingcarpentry.com Mailing Address: 11 Smith Street Center Moriches, NY CONTACT PERSON: Name:Jeffrey Sands Mailing Address:6 Evergreen Lane, East Quogue, NY 11942 Phone#:631-375-5997 Email:Jeff@jsa-ny.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey Sands Architect Mailing Address:6 Evergreen Lane, East Quogue, NY 11942 Phone#:631-375-5997 Email:jeff@jsa-ny.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION F New Structure ❑Addition [--]Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other New House -Y 1 ffid ill , 950,000(house) Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? 19Yes El No 1 PROPERTY INFORMATION Existing use of property:Vacant land Intended use of property:Single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. Ched1k 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 210.45 of the New York State Penal Law. Application Submitted By(print name): ffre Sands @Authorized Agent ❑Owner Signature of Applicant: Date: /Z5123 �l STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 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 days of ZD )A ]AIL L2R otary Public JENNIFER M SIGNORELLI PROPERTY NES AUTHORIZATION Notary Public-State of New York NO.01S16260495 Where the applicant Is not the owner Qualified in Suffolk Count ( pp ) Y My Commission Expires Apr 30 P P . 2024 I, Bill Schilling, Pine West LLC residing at 11 Smith Street, Center Moriches, NY do hereby authorize Jeffrey Sands to apply on h t. e T of Southold Bu' in -Department for approval as described herein. Owner's Signature Date Bill Schilling Print Owner's Name 2 Building Department Application AUTHORIZATION ORIZATION (Where the Applicant is not the Owner) I, f N residing at 5 I14- S T (Print property owner's name) ss) 4r K do hereby authorize (Agent) to apply on my behalf to the Southold uilding Department. '� � � LZ (Owner's Signature) Tate) (Print Owner's Name) Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at S(�A of- (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold lu:ildin Department. (Owner'sSignature) (Date) —IKLL 5641 LLoJ (Print Owner's Name) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov PERMIT MODIFICATION December 22, 2023 Pine West LLC 63 Railroad Ave Center Moriches. NY 11934 Re. Permit#1-4738-04696100001 M0D#1 Facility: 5445 Peconic Bay Blvd, Laurel SCTM# 1000-128-1-5 Dear Permittee, The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize the clearing and construction of a pervious driveway, and construction of a retaining wall, as shown on the plan's prepared by Kenneth M. Woychuk, last revised on 10/15/2023 and stamped NYSDEC approved on 12/22/2023. This letter Is a modification to the original permit and must be available at the job site whenever authorized work is in progress.All other terms and conditions remain as written in the original permit. Please note, the DEC has determined that the portion of the referenced property located more than 100 feet from regulated freshwater wetlands(MT 27) is beyond the jurisdiction of the Article 24 Freshwater Wetlands Act and its implementing.regulations (6NYCRR Dart 663). Therefore, no permit is required to preform regulated activities landward of the Jurisdictional boundary. Be advised, no construction, sedimentation, or disturbance of any kind may take place within 100 feet of the NYSDEC regulated freshwater wetland boundary. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 24 Jurisdiction which may result from your project. Such precautions may Include maintaining an 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. Sincerely, Mar�macKinnon Permit Administrator cc: Jeffrey Sands, BMHP, File NE1NYo N Department of "tea Environmentarl. Conservation L ✓ Generated Software Compliance Certificate Project 5445 Peconic Bay Blvd E C E 0 E Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Building no Orientation: Bldg. faces 180 deg. from North Town of 8 at Conditioned Floor Area: 4,015 ft2 OuthOld Glazing Area 22% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5445 Peconic Bay Blvd Bill Schilling Laurel, NY 11948 Pine West LLC 516-250-8627 bill@schillingcarpentry.com II Compliance: 5.0%Better Than Code Maximum UA: 525 Your UA: 499 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Sdab-on grade tradeoffs are no longer considered fin the UA or performance compliance path in RIF.Scheck. IFach slab-oro-grade assembly in the specified cUmate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope..Asserriblie • s Ceiling Hot Roof:Cathedral Ceiling 2,201 30.0 0.0 0.034 0.026 75 57 Wall:Wood Frame, 16"o.c. 944 19.0 0.0 0.060 0.060 40 40 Orientation: Front Door 2: Glass Door(over 50%glazing) SHGC: 0.30 24 0.300 0.320 7 8 Orientation: Front Window 1: Vinyl Frame SHGC: 0.30 252 0.300 0.320 76 81 Orientation: Front Wall 1:Wood Frame, 16"o.c. 945 19.0 0.0 0.060 0.060 40 40 Orientation: Back Door: Glass Door(over 50%glazing) SHGC: 0.30 80 0.300 0.320 24 26 Orientation: Back Window:Vinyl Frame SHGC: 0.30 195 0.300 0.320 59 62 Orientation: Back Wall 2: Wood Frame, 16"o.c. 663 19.0 0.0 0.060 0.060 39 39 Orientation: Right side Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 1 of10 A i Door 1:Glass Door(over 50%glazing) SHGC: 0.30 21' 0.300 0.320 6 7 Orientation: Right side Wall 3: Wood Frame, 16" o.c. 582 19.0 0.0 0.060 0.060 29 29 Orientation: Left side Window 1:Vinyl Frame SHGC: 0.30 102 0.300 0.320 31 33 Orientation: Left side Floor:All-Wood joist/Truss 2,201 30.0 0.0 0.033 0.047 73 103 Compliance Statement, The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 6/2/2023 �..-....�.....�. Name-Title Signature Date Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions' column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed, Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID _ 103.1, Construction drawings and � � � �� OComplies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable �' building envelope.Thermal envelope represented on ❑Not Applicable 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 [PR3]1 lighting and mechanical systems. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: :❑Complies Requirement will be met. 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 r Manual Ji or other methodsBtu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1'Low Impact(Tier 3) Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions & Re ID � .. .. I 303.2.1 A protective covering is installed to ❑Complmes Requirement will be met. IF01112 protect exposed exterior insulatlon ❑Does Not 1111iand extends a minimum of 6 in. below []Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Requirement will be met. IF012]2 installed. ❑floes Not Co ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 4 of 10 Section Plans Verified Field Verified # Framing / Rough-In Inspection Value Value Complies? comments/Assumptions & Re .ID g e.., UU_ U- ❑CoespNot table for Envevalulope w 402.1.1, Glazing U-factor(area-weightede Envelope Assemblies 402.3.1, average). 402.3.3, ❑Not Observable 402.5 ❑Not Applicable [FR211 PP 303.1.3 U-factors of fenestrationroducts p ❑Complies Requirement will be met. [FR411 are determined in accordance ❑Does Not g 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. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.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 lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ❑Does Not completely inside the >= 3 inches in diameter and >= building envelope. 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 ❑+:omplies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with []Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable mR,, _R�- ___`,--.-w_._._w O ._ m.._.. . Co. . 403.4 HVAC piping conveying fluids R- R- Compiles Requirement will be met. [FR1712 above 105°F or chilled fluids ❑Does Not below 55 °F are insulated to z-R- ;❑Not Observable 3 ❑Not Applicable 403.4.1 Protection of insulation on HVAC OComplies Requirement will be met. [FR2411 piping. Does Not []Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 2:R-3. []Does Not i ❑Not Observable ❑Not Applicable 403.6 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 1 High Impact(Tier 1) 2 'Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impart(Tier 2) Low Impact(Tier 3 Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value omplies? Comments/Assumptions . 1 Lc ❑Co � led insulation 3N13 orAll the nlstalled R values & Re ID labeled mplies Requirement will be met. [ ] ❑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 114, ❑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. m _._ ..,...- 402.1.1, Wall insulation R-value. If this is a R- R- ❑Compiles see the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the E] Wood ❑ Wood ❑Does Not table for values. 402.2.6 i wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). C] Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: p 2) Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Im act(Tier 3 Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Compiles? Comments/Assumptions _L _ ._._L_-_-L 02.1.1, Ceiling insulation R-value R- R- , CpeS the Envelope Assemblies ❑ oesliof table 402.2.1, 0 Wood ElWood 402.2.2, Steel ❑ Steel []Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, .. ..�-_� ... �.�..�.............._ ...�._. Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions, ❑Does Not [FI211 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable [FI2212 insulation include baffle adjacent ❑Does Not Exception: Requirement is 02.2.3 Vented attics with air permeable � es Not not applicable. to soffit and eave vents that []Not Observable extends over insulation, ❑Not Applicable 4' R_ ❑Complies 02.2.4 Attic access hatch and door R- � - W Requirement will be met. [FI3]1 insulation aR-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 Requirement will be met [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 Exception:All ducts and air [FI2711 determine air leakage with ft2 ft2 []Does Not handlers are located within either: Rough-in test:Total ❑Not Observable conditioned space. 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 handler enclosure. 403.3.4 ness test result of<=4 cfm/100 ft (F1411 cfm/100 ft2 across the system or ft ❑Do plies Exception:All ducts and air Duct ti ht y � 2 cfm/100 ❑Cq es Not handlers are located within <=3 cfm/100 ft2 without airconditioned space. 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 Requirement will be met. [FI2411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 03.1.1 Programmable thermostats ❑Compiles Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and []Not Observable initially set by manufacturer to code specifications. ❑Not Applicable � .� ...� . 403.1.2 Heat pump thermostat installed ❑Complies Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water []Complies Requirement will be met. [FIJI]2 systems have automatic or []Does Not accessible manual controls. ❑Not Observable ❑Not Applicable LHigh Impact(Tier l) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 8 of 10 M Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 403y ...... �A.� .�,�,-,e.�... .....�..__. ❑Com lies Requirement bem..._.�...w. & Re ID w6J All mechanical ventilations stem p q et. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table ❑Not Applicable R403.6.1. 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]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 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 OComplies 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 desired water temperature in the piping. . ... ......... 4,1 5.2 Demand recirculation water ❑Complies Requirement will be met. [F13012 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. 403. 5.4 Drain water heat recovery units ❑Complies Requirement will be met. [FI3112 tested in accordance with CSA ❑Does Not 1355.1. Potable water-side []Not Observable pressure loss of drain water heat recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies Requirement will be met. [F1611 fixtures have high efficacy lamps. ❑Does Not []Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies 'Requirement will be met. (F123]3 no continuous pilot light. ❑Does Not t ❑Not Observable ❑Not Applicable = 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI712 ❑Does Not []Not Observable ❑Not Applicable 1 ,High Impact(Tier 1) 2 Medium Impact(Tier 2) 3Low impact(Tier 3) Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 9 of10 Section Plans Verif led Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & R�D _ 1303.3 Manufacturer manuals for � � ElCom lies Requirement will be p q met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5445 Peconic Bay Blvd Report date: 06/02/23 Data filename: Page 10 of10 E� r1 02 0 18 1 vaw ) I LN/1' Efficiency Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments E C Russell SUP SOR AUG s T!Oil l.-P.O.Box 1179 O Town of Southold 53095 a� d- .D,NEW YORK 11971 °� " T Bullding Departmqnt Town Of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATIONCOMPLETED ETED BY T BE COM�. � HE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owne Design Professiona e _.. ._ (PrP Y 1, . ent,�?otractor, Other) NAME: �a4 Date: a_ 3 ��- ftlZ . aM,aNa)n�mee .._._.. Contact Informatii v IL-vlail 8'f elephnne Numhei) Prt rtv Address / Location of Construction Site: S.C.T.M. Section Block —lot— _7 �� ���� ���� ��• a � � TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than I Acre No S.P D ES Permit is Pei u�red w Project does Not Discharge to Waters of the State. N S.P.D•I: Permrgt ds Re tii'rd Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York, THE APPLICANT MUST OBTAIN 8 S.P D.E.S Pet rr°it DIRECTLY From N.Y.S. D.E C. Prior to Issuance of a Buildir� Petrt�iC. Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold - Town's MS4 Systems to Waters of the State of New York THE APPLICANT MUST OBTAIN a S�.P.D.E.S- Per°niit thq ou ll tls Sr utllr:�lrfTowns E rjq* nceu'snrp De artn�errt Pi°iris to Issuance of a Buildin Permit Date: �„_...... Reviewed By. 4FnRM c�nrp Tnc n,-rn�,P'....,.�.... �nici Q 1 S.C.T.M.# DISTRICT 1000 SECTION 128 BLOCK 1 LOT 5 #R1 D-19-0070 gNGRacHMort 510 SF3 sn11s0 Nal°trx9y A .r rr �+ , a f A a A A A Cefwlr ro yFµ"r�--y k T LAWN MAINTAINED BY FEONwsOE # �.. .'�I. . #' �' LAUREL LINKS GOLF COURSE A aTWa•7+rrs ,�y Iro'_Fr. a' � � 41 A +A / f N I d I eM A 0 Y" 11sAi OD4AR " 3. a 4.T" A/ �r de^ MppW0Y1 F0 fiH W., 1"-0 W AA1 A Aa' A ' r ROL "=1 MAP OF LAUREL LINKS/10712 AWK USE 4'OW AAiP.•ID SEW PPE I F * 3 FILED NOV.23.2001 1500 GL PREGW S.T. TYPrALUZ ��'�" w cog mi NN ti _ 5r y y PROP.CLEARING WITHIN Imo'WL"TB. •.44_ �f. SUMCK MEA:10,150 ` "., «. "� NAC % k"Y• .+ ' r6o r��..ST •�.._..,.» ,...�.. ��. kk . (06. OM^f7.P: TO BE PLAOED AS RDIfER It q 2 c safe S'PAC'M 3;9'MAX APoMMM' ftw co •.,,,,,,• �1pr Whew (2)OL11 LXlY' �e1'3W PIrOVN® / TPte' �'4f ^ip., ✓' t tl e)PeOL roue aAuss A A" mm., LP tp 1.P f° .v.•,„,..^""r°�� °% ,+ ansa Iw..10e-z4a � ( AUG.UTp.FN1� ,�” (i)eTM..•ORP Rs1mo-1771}HmlmEs W \ �',x.. x x x ELLINGS WjpURUc WATER rM 7i+,w'wsW.OAwSR LIE17E110) ',c 1 +r ..ffi-'• JG"'v '� C."X•�Ai.,,,;^x \ C) a " 1,F.7'».., 'S°• p7ee.o.l�'� -••- `-- " . (1)svr MUSISYA PFoaosa'''"'y. 1u 3C fiYkdt y '• x }C,,,,X A w,, '0 .,,.., , + y.,C„ R1yp,OGm"A;r'wmmw 100'WETLAND +'. .....»• x-X-....N w n"a .w AO x \ , • .. SU44CX AREA,10;100 S.F. Ia k '+• _ -, .a'I mYACeJ 'E•¢""`,��yy X �',� * f4 as •�w,,,, w`ro�, +r+ �.'•+�..w�„��""'7� 0.d;„w-_s ; x LAWN MAINTAINED BY k`• °^"C �'"'I'd "”, ^ OTHERS WW1 ti •:1,„w ryK'',,` ku„. ,X"`':"�x r. x ju CA, It X X X ANq _X-X-B-,-K'�•h � t' x 1.. py x nI " 67” �,'� ..6'„X”'X"' ,k' 4, P x 'w♦ ,m. ,�. 3r, `3C.,x ""`wCr� x '1 X 17 x~r, ems, + -s. X x y" X% -% x x 3x x SWC v x x x t w 1 x ix x Y JIp,� IJL ILL 'AX Fr x ..PE1 wETAAAaq n ,01 90O�fkANN'rev lk w x r aL O.e' x X xEka-41mni5A.f1 'mARw.�M19x,,,2tua.5 " , ASW ix 1I "d 6AOWYL x x x x -X- SM 1.e' X x"`w- x x x x x '-•. ° 0u1 1"a }} r a v e x x x x ^A--S,, x x x 58'- 7 llRLI. d )kXk s1oeN x x x x x x""^^�K-z x �k "� ."Yn.� "`mar SP iLs 2.3' x x x x x x x "fin•.,x x. x""^ r �S�V XX'"C X X x x x x x x ''XI x x �".,,;"° � I{, X X x x x x x x x x x '�?:�" v PNE /�O. x x x x x x' x x "'N x X x"�x" �,�Y�' ., M mi 7.1• .w' N �"` x( x x sw r�>r CWS. x x x x x x x *: x x x d w x, CJJ 1 ,f" S1/D 17 Damr. xs- x X x x x x x act„� X x ,r' x.• x/x x w1RR w —DEe u x x x x x' ;� x`. x x x x/x 1".r"'• SIN e.x' x x x x x x x x k x 1, 9 rAk, x x i Ay a ,p x x NON-DISTURSANC,9 SOFTM, < X k x x x ,1( 7"✓" ^" �'� $0 mm dug K.NMU,LS x x x x x x x x x* a"'x x x x , X x x x x x x x ax x x x �'x PROPOSED NYSOEC LOT COVERAGE � ! x �xx x x X x x x:'�,X X X x X '" !!!ED ON UPLAND AREA 69 284 X X x x x x X x ,X X'x b1 d HOUSE N/COVERED PDRCH:7669 S.F. ,pr+�, x x x x x' 'x x x x�w ^: CARAM 75O S.F. X x x x X1 x' x ,"r, X '"ad«. 1" * t.A""k"dR ."£IYPI'POOtt N SF. x " x x. 1 X X X X 'v AWaLknsvD TIOAIR kik- .".a 7 PP A"%vk a44 S.F. x x x x x x x x '" POOL PAM W1O S.F. },� ✓��L� PER"IIl Ra ASCO&HOVsE,2E9 SF TOTAL LOT RSrURSANCE:36-WO S.F. �-AE°"� E'Q�y��y x x x x x yk'Ayk''�X x X X X X x+ � C;l:`'^""1 � POTAL,5'770 S°F.W 0.416 PROPOSED CLEARING WITHIN 100'WETlM10 ^ ,R. r x Y X X x SETBACK ARM 'x X X X /09 OARM MIM S.F xO x x LANDWARD OF 100'SERP+VCI(29770,5 S1O.f.T X LAND WITHIN THE 100' ' 4 J25X- 15,623 S.F.) x NPLA@Mt69,26A.5 SOIFE OF 2.05 ACRES MWP 91 °�' "' U.P. TYPICAL CLEAN OUT WETLANDS:27.325 SOFT w 0.63 ACRES , AOEA:. 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REMSED 10-15-23 REVISED 02-07-22 TM W:SounwLD p spy SND a�vx ry a•r1s c REDUCE FoorPaTH/c�RINc w-2s-2, FLOW— SUFFOLK COUNTY,NEW YORK i,.° �� PYA Ea 1A3u4 sr17Pe�frly aaW Ds7.I6P •WAEEI SAgdMRR sgp,l7;C3IYAE3tS AN00M557aOE 159 Agaabo6ue,Nr,3r Yerk E ERGSA LDCAODdB WON NTOTA[M9ERVAAl0AN5' Ll-117-1.. 5cuc i'=]0' DATE:OEC.I6,2017 N + i'6oRe(n1PKe-i6n FA(e51)M-l.. AAO p+OA�AfNARf 7,O+MMAW OFWfi% -- Cu_ f - ..p wl m's"I'I-41cr I 000 ._.�II C I'IQ:: 12(") HLOCK 1 LOT -5 � m R I ,,, r 4 � r �3 x _ o w _ E w _ 41 {s DV UNGS c 1 13 W!!P,HLIC WATER x ZT Wi SI) to �1 �p s _ -.+ a � L 4 g _ 4 g k:EV ray Dk Br OWN • �s 'f` MEDIUM ,i SANU : 23' - - - TAr j :!( MUM' - 4 ,7 t xr EC f. —ELY 2 J W4rEN IN VALE ` 1W C SANE MAR n 05, 2019 - r � t s ,_ 'L,yY 0 30 60 90 � i h.1Nh:P11 \I W01C'lll'I( LAND "1'I'.VE11VG, - Prol—ml)1101 Lund Sun r)ulg arid De-Sign 1(;n TIrC WATER 5!!PP(>, WEILS, DRrnCLLS ANT L'SSPW)i -- -- ---- -__ 11,0.. IIuS 153 Aquebop-, \ew lbrk 11;/31 LOLAIIOTIc $Hi%W'N ARE FROM FIELD ORSE RVA TIONS I'llrlNh: 1111 cb0-1500 FAX if<fll .ull ISIIU ANP UR DATA Go TAINEG FROM J!rfF'Ri SKIMMER SKIMMER SWIMMING POOL BARRIER REQUIREMENTS no The barrier must completely surround the swimming — — — — — — — — — — — — — — — — — — — — -I pool and must obstruct access to the swimming pool. — The barrier must be at least 4 feet (48 inches) high. A building wall can form part of the required barrier. However, where a wall of a dwelling serves as part of the barrier, at least one of the following requirements must be satisfied: the pool must be equipped with a powered safety cover c all doors with direct access to the pool through that cel I I wall must be equipped with an alarm or other means of protection, such as self-closing doors with o� self-latching devices, which are approved by the Inthe governing o dy case of an above-ground pool, the pool a ( structure itself can serve as a part of the required DUAL ANTIVORTEX VGB o I barrier, provided that the pool structure is sufficiently COMPLIANT MAIN DRAINS. I I I rigid to obstruct access to the pool. However, where PLUMBING TIED WITH "T" I an above-ground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or steps, then: �i the ladder or steps shall be capable of being secured, 1 f-0I locked or removed to prevent access, or the ladder or 34141 ( steps shall be surrounded by a barrier when the ladder or steps are secured, locked or 6'-0" '-0" removed, any opening created shall not allow the passage of a 4-inch-diameter sphere. Barriers shall be located so as to prohibit permanent structures, equipment or similar objects from being used to climb the barriers. - - - - - - - - - - - COPING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� SWIMMING POOL ENTRAPMENT PROTECTION Suction outlets must be designed to produce circulation throughout the pool or spa Single outlet systems, such as automatic vacuum cleaner POOLP systems, or other such multiple suction outlets whether 10" isolated by valves or otherwise must be protected against 10 user entrapment 2" THTC STONE COPING Suction Fittings: All pool and spa suction outlets (except A surface skimmers) must be provided with: ..I�: ---- -------- a cover that conforms with reference standard of ANSI/ASME A112.19.8 Suction Fittings for Use in o MARBLE DUST FINISH--I �o --' Swimming Pools, Wading Pools, Spas, Hot Tubs, and LED Whirlpool Bathtub Appliances, or f . �� a drain grate that p 18 inches x 23 inches or larger, or POOL �.. .' i. an approved channel drain system _ LIGHTI ° co -`-_ - Atmospheric vacuum relief system required: All pool and 00 spa single- or multiple-outlet circulation systems must �:r.�.. NOTES: POOL SHALL MEET POOL BARRIER be equipped with atmospheric vacuum relief should grate �• #3 REBAR 12"OC EACH WAY REQUIREMENTS AS STATED IN SECTION AG105 covers located in the pool become missing or broken � 6"OC IN DEEPEND NYS BARRIER REQUIREMENTS The vacuum relief system needs to include at least one 1,, •.� r. -yam' of the following PP or engineered two approved methods: °° MASONRY SHALL BE DESIGNED IN ACCORDANCE Safety vacuum release system conforming to ASME WITH PROVISIONS OF SECTION R606 OF THE 2020 A112.19.17; or NYS RESIDENTIAL CODE OR IN ACCORDANCE WITH An approved gravity drainage system PNEUMATICALLY APPLIED CONCRETE MINIMUM PROVISIONS OF ACI 530/ASCE 5/TMS402 Dual drain separation: Single or multiple pump circulation systems must have: 3000PSI AT 28 DAYS SWIMMING POOL ALARM REQUIREMENTS at least two of thea roved type of suction outlets, and WASTE TO DRYWELL a minimum horizontalorvertical distance of 3 feet FROM POOL S capable of detecting a person entering the water at any point on between the outlets, and POOL EQUIPMENT LIST: the surface of the pool and giving an audible alarm the suction outlets piped so that water is drawn through to provide detection capability at every point on the surface of a them simultaneously through a vacuum-relief-protected STEEL PIPE ALL FIPING 2" GALV " SCHED 40 PVC swimming pool, it may be necessary to install more than one line to the um orpumps SAND cns 9 P Y Y pump .. POOL ALTER HEATER PUMP; DANDY VARIABLE SPEED pool alarm Pool cleaner fittings: Where provided, vacuum or pressure PUMP 2" STAB RISER 2' STAB RISE HEATER N HEATER: JANDY ELECRTIC is audible poolside and at another location on the premises where cleaner fittings shall be located in accessible positions at RETURN TO POOL 2' P.E. PIPE FILTER: JANDY FILTER the swimming pool is located least 6 inches and not more than 12 inches below the is not an alarm device which is located on a person, or which is minimum operational water level, or FROM WALL RETURNS: 4 dependent on a device located on a person for its proper as an attachment to the skimmers EQUIPMENT SCHEMATIC DRYWELL PROPANE oR DEEP END DRAINS: 2 operation GAS RISER SCHEMATIC NATURAL GAS SKIMMERS: 2 meets ASTM F2208 SEAS "' ARCHITECT PROJECT DRAWING TITLE SCALE DATE Q 6-7-2023 JEFFREY SANDS DRAWING NUMBER PINE WEST LLC G.JNITE ARCHITECT 6 EVERGREEN LANE 5445 PECONIC BAY BLVD SWIMMING .-✓l. f EAST QUOGUE, NY 11942 LAUREL, NEW YORK PHONE 631.375.5997 P=0 I Soo POOL DE FAX 631.5 76.8916 TAILS O 19 1 -- �s�Ssb�S TABLE R602.3(1) U.U. FRAMING NOTES MODEL MIN (14)) 10- 10-D �--1 2 -� DRAWING LIST FASTENING SCHEDULE NAILS NUMBER AND TYPE 1, ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR BETTER ITEM DESCRIPTION OF BUILDING ELEMENTS FSZIN.AND LOCATION Nail each layer as follows:32" ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) OFFASTENER"�` 20d common(4^x0.192•);or alO.t o n at top and bottom and RIDGE O o 1 Roof staggered. O 2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2", 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) ea SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) 4 8d box(2'/2^x 0.113")or 27 Built-up girders and beams,2-Inch lumber 1 O box(3"x 0.128");or 24"ox,face nail at top and A 0 01 DATA SHEET/ DRAWING S T 3-8d common(21!" 0.131"};or layers 3"x 0.131"nails bot0 3. ALL SUBFLOORING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, T&G 3/4- THICKNESS i Blockinghetweencellingjoistsorrafterstotopplate Toenail staggered on opposite sides o ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE 33".box(' x0.128");or o 3-3"x0.131"Halls And: A002 ENERGY NOTES AND SCHEDULES ALL SUB-FLOOR TO BE NAILED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) - 2.20d common(4"x 0.797");or Face nail at ends and at each 48d box mon x 0 11"x 0.1 or 3-3"-box(3"x 0,128'•);n2" Splice. A 010 SITE PLA N 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS 3-8d common(2'!"x 0.131");or 3-3"x 0.131"nails 2 Ceiling foists to top plate z Per joist,toe nail 3-10d box(3"x 0.128");a2" ROOF RAFTER 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR, CHIMNEY, AND SKYLIGHT OPENINGS. 3.3"x0.131"nails2"x0.135");or 4-16d box(3 J SEE FRAMING PLANS FOR MORE DETAILS 28 Ledger strip supporting Joists or rafters 3-16d common(3'/2"x 0.162");or At each joist or rafter,face A 10 0 FOUNDATION PLA N 8802.5.2 and Table 8802.5.2) Ceiling Joist not attached to parallel rafter,taps over partitions(seeSection 1 410d box(3"x 0.128");or 410d box(3"x 0 128');or nail 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS; OR BY ATTACHMENT TO A HEADER 3 3-15d common(3'12"x 0.162');or Face nail 4-3'x 0.131"nails BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD; OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION 4-3"x 0,131"nails 29 Bridging or blocking to'oist 2-10d box(3"z 0.128"),or 2-8d common 1 0 FIRST FLOOR PLA N Ceiling joist attached to parallel rafter(heel joint)(seeSection R60L5.2 and g 8 g J (2'/�" 0.131";or 2-3"x 0.131'7 nails Each end,toe nail 4 Table R802.5.2 Face nail 2 x 7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIACONAL BRIDGING, OR A CONTINUOUS 1" X 3" STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS Table R802.5.2) RAFTER-TO-RAFTER CONNECTION EYP. ® EACH RAFTER PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET 410d boxO128");42" 'CS20'SPACING OF FASTENERS BY SIMPSON STRONG TIES A 12 0 SECOND FLOOR PEA N Collar tie to rafter,face nail or 1/4'x 20 ga.ridge strap to 1 MODEL 5 31Dd common (3"x 0 148");or Fare nail each raper ITEM DESCRIPTION NUMBER AND 8. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WITH R502.8 OF THE IRC 2018 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS rafter 4-3"x 0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER° Edges mtermedlate 6•` r x A 13 O ROOF PLAN FOR ENGINEERED WOOD PRODUCTS (Inches) supports 3-16d box nails(3'12"x 0.135");or 2 toe nails on one side and t (Inches) 9. ORAFTSTOPPING SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING 6 Rafter or roof truss to plate 3-10d common nails(3"x 0.148");or toe nail Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing A 2 0 0 ELEVATIONS ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET 4-tOdbox(3"x0.128");or onopposiresleeoteacn CONTINUOUS RIDGE VENT COBRA RIDGE COVER W/ ROOF (SEE R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE 4-3"x0.131"nails rafter or truss' [seeTab1eR602.3(3)lorwoadstructurelpanelex[rorwaltsheathingtawallframJngJ VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP 10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATiVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 5d common IT'x0.113")nail(subfloor,wall) MANUF'S INSTRUCTIONS A300 SECTIONS 4 10d common/2"x 0.135")1.1 3p 3/8.-t/2" Bd common(2'/2"x 0.131•)nail p oof):or RSRS-01(218"x 0.113')nail 6 12` SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES 3-1Od b 'x(Y x0.12"),or 7:or Toe nail (roofy RAFTER TiES 410d box(3'x 0.128");u2" ® 16" O.C. LTWGT ARCHITECTURAL A400 GAZEBO PEAK ELEVATION SECTIONS 43"x0.131"nails SHINGLES SHINGLES OVER 11, ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WI SERIES JOISTS (WOOD 1-BEAMS), LVL PRODUCTS, AND ANTHONY POWERBEAM PRODUCTS 7 Roof rafters tondgevalleyorhipraftersorroofrafter 31 9/ '-i'" 8d common nail(2'ft"x0.131");orRSRS-01;(2318"x0,113")nail(roofj 6 12' MODEL 'CS20' / F ALLL JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS to minimum 2"ridge beam # 15 ROOFING FELT OVER 3-16d box 31/2"x 0.135");or WEB STIFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4" LVUS SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, 1 Tod common(3^x 0.146")Hall:or 1/2° THK (CDX.) A 410 GREENHOUSE P A N, ELEVATION �c SECTIONS 2-16d common(3/2"x 0.162");or End nail 32 1'/e"-1 Ya' AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS 3-lodbox(3^x0.128");or 8d(2112"x0.131•)deformed nail 6 12 1" MIN. AIR SPACE PLYWOOD HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS 3-3"x 0.131"nails 12. ALL JOISTS SHALL HAVE 1 1/2- BEARING MINIMUM ON WOOD AND 3- MINIMUM ON CONCRETE OR STEEL (SEE MANUFACTURER'S SPEC'S FOR ENGINEERED LUMBER) wall Other wail sheathings A 4 2 0 POOL HOUSE PLAN, E E E V A T O N 8e SECTIONS 13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH NO.2 OR BETTER 16' O.C. MIN 33 '/2"structural cellulosic fiberboard 1'12"galvanized roofing nalL'/16"head diameter,or 11/4"long 16 ga. 3 6 INTERIOR WALLS SHALL BE 2" X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES 16d common(3'/,"x 0.162") 24"o.c.face nail sheathing staple with 7/15 or V crown A 4 4 0 GARAGE PLANS 14. ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE (OVERLAPPING CORNERS) AND SINGLE SOLE PLATE (MIN.) THE SAME LUMBER DIMENSION AS THE WALL 8 Stud tostud(not athracedwall panels) RIDGE BOARD OR 10d box(3"x0.128");or 21/32"structural cellulosic 1114"galvanized roofing nail,'/16'head diameter,or 1'/2'long 16 ga. ROOF RAFTERS BEAM WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN 1/3 INTERVALS IN TALLER WALLS. 16"o.c.face nail 34 3 6 (SEE PLANS) 3"x 0.131"nails fiberboard sheathing staple with 7/16°or 1"crown (SEE PLANS FOR 15. STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH R602.6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SIZE & SPACING) A 4 41 GARAGE ELEVATIONS �c SECTIONS 16d box(3'/2'x 0.135");or 12"o c.face nail 1'/2"galvanized roofing nail;staple galvanized, 16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM, IF THERE IS ANY DISCREPENCY OR Stud to stud and abutting studs at intersecting war corners 3"x0.131"nails 35 1/,"gypsumsheathingd 7 7 9 1'/111 long;1'14"screws,Type W or S OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2020 RESIDENTIAL CODE (at braced wall panels) INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF 16d common 13'/2"x0.162") 16"ox face nail v AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4 12 17. ROOF BLOCKING SHALL BE SET TO ALLOW 2" AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING 3G 6!8^gypsumsheathin� 1'/4'galvanized rocif7 7 / 16d common(3'/2"x 0,162ry 16"o.c.each edge face nall 1/a"long;1/A'screws,Type W or 5 O TYP. RIDGE VENT DETAIL 18. ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3" AT SPLICE CONDITIONS OVER BEARING WALLS 10 Built-up header(2"toe"header with'/='spacer) 19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL 16d box(3112'x 0.135') 12"o.c.each edge face Had Wood structural panels,combinatlon subfloorunderlaymen[to framing 5BEDROOMS AND NOT LESS THAN 3. ON CONCRETE OR MASONRY 6d derormed(2"x 0.120')nail;or 20. ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2018 RESIDENTIAL CODE 5-8d boxmon x/2"x00.1 );or 37 '/r and less Bel common(2'/2"xof 31^)nail 6 12 11 Continuous header to stud 48d common(2'!z'x 0.131");or Toe nail WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE (SEE ATTACHED NAILING SCHEDULE) 4-1Ed box(3"x0.128") ed common /""0.131")Hall;or 20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED WITH 1/2- THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE 38 8'_1" (2 6 12 16d common(3'12"x 0.162^) 16"o.c.face nail ed deformed(2Y2^x 0.720'7 Had (SEE ATTACHED NAILING SCHEDULE) 514 X 3 SPRUCE LATH SHALL BE INSTALLED 0 16. O.C. PARALLEL AND IN LINE WITH THE ROOF RAFTERS 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH IOdbox(3"x0.128");or 39 1'/"-1'M" BiddeommedW/20,148")nanail ROOF RAFTERS 72 Top plate to top plate 12"o.c.face nail s q Bid deformed(2'/2"x 0.120")nail 6 12 3"x0.131"Hai; 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL RAFTER CONNECTOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 8-16d common(31/2"x 0.162");or Face nail on each side ofend MIN (14) 10-D NAILS 12-16d box(3'1,"x 0.135");or ROOF RAFTERS 2X4 OR 2X8 LL STUD 13 Double top plate splice (mjointinirnum2a"lap splice 5/8" GYPSUM BOARD DBL TOP PLATE 12_I0d box(3"x 0.128");or length each 12-3"x0131"nails side of end joint) RAFTER CONNECTOR 2X4 DR 2X8 WALL STUD CONCRETE MASONRY NOTES ® 16" O.C. SIMPSON CS-16 - CUT AT 2 SIDING 16d common(3'!2'x 0.162') 16"o.c.face nail Bottom plate to joist,rim joist band joist or DBL TOP PLATE 20 8D - 2-1/2" GALVANIZED J J NAILS - AT EVERY STUD 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OF THE 2020 NYS IRC RESIDENTIAL CODE 14 blocking(not at braced wall panels) 16d box(1%"x 0.135");or FELT OR HOUSEWRAP ACCORDANCE WITH THE PROVISIONS OF ACI 530 ASCE 5 S402 12"o.c.face naif o ALL JOINTS TO BE / 3'x0.131 nails MIN (14) 10-D NAILS FLOOR JOIST Simpson LTPS SIMPSON 16" o,c, TAPED & SEALED 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED 3-16d box(31/2"x 0.135'7,or 3 each 16"o.c,face nail L1P5 2X6 ACQ SILL PLATE Bottom plate to joist,rim joist,band joist or 16'O.C. FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) 15 2-16d common(3'1,^x 0.162");or 2 each 16^o.c.face Hall 5/8" X 14" ANCHOR BOLTS EVERY 3' D.C.. 5/8" CDX PLYWOOD blocking(at braced wall panel 4each16"o.c.facenail NO MORE THAN 1' FROM ANY CORNER OR SHEATHING 43"x 0.131"nails END OF 2X6 ACQ SILL PLATE - USE 3" SQUARE 3. ALL FOOTINGS AND STRUCTURAL SLABS MALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT c BEARING PLATE UNDER NUT 4�8d box(Z1h"x0.713");or oa FOUNDATION FLASH AND BATT INSULATiO 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8 ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8" DEEP AND 16" WIDE FOUNDATION 2" CLOSED CELL SPRAY FOAM '" SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES 3-16dbox(3/2"x0.135");o` R-15 FIBERGLASS INSULATION " RECOMMENDED - PLACE LTP4 AND 1 48d common(2'12^x0.131^),or Toe na'�I where studs dont SIR LNG OVER SHEATHING 5. ALL CONCRETE SHALL BE 3000PSI AT 28 DAYS 4-10d 6.x(3"x 0.128");or ONE OF THE LINKS IN THE CRITICAL LOAD PATH 2"X 6" STUDS ® 16"O.C. 16 Top or bottom plate to stud 43"x0.131"nails align w/ rafters 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC.'AS REQUIRED BY OTHER TRADES. 3-16dbox W/2"x0.135"),or RAFTER TIE DETAILS TYP. 0 EACH RAFTER FOUNDATION WITH FLOOR JOISTS- WALL STUDS TO ACQ SILL PLATE TYPICAL EXTERIOR WALL CONSTRUCTION RAFTER TIE DETAILS TYP. ® EACH RAFTER ANCHOR BOLTS SHALL BE SET PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 2-16dcommon(3'/2"x0.162");or Endna-1 SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE 3-10dbox(3"x0.128");or MODEL 'LTS' BY SIMPSON STRONG TIES ® O O MODEL 'MTS30' BY SIMPSON STRONG TIES 3-3"x 0.131"nails 7. ALL REINFORCEMENT SHALL BE TiED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL "SIMPSON- HDQ8 2-16d COMMON 3-tOd box(3"x 0.12E");or BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS 17 Top plates,laps at corners and Intersections 2-16dcommon(3'/2•x0.162");or Face nail 'SIMPSON" PHD NAILS ® 6" O.a. FOR FULL LENGTH 3-3"x 0.131"nails Use every other nail hole PLATES S. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TiPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION in a row to provide the 12" OF STUD 3-8d bnx(2'/2"x 0.1131),or code-required minimum END 2-8dcommon(2'/=x0.131");or center-to-center LENGTH 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS 'C', WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS 18 1"brace to each stud and plate 2-1Odbox(3"x0.128");or Face nal spacing for nails AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT 2staplestalq" MIN (14) 10-D NAILS EA. I BLOCKING @ AT SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGERSPUCES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS ENDWALL 3-8d box(2'/"x0.113");or WALL SND II A 10. ALL SLAB ON GRADE THICKNESSES SHAWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE AS REQUIRED FOR DRAINAGE PITCH, 2 3r,--42- 19 6"-42' 2-Bd common(P1"x 0.131");or CUT 19 1"x 6"sheathing to each bearing z Face nail BASE PLATE LENGTH 2-10d box(3•x 0.128'7;or 11. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS 2staples,l"crown,l6 ga.,t3/4'long CLEAR APPROXIMATELY 20' O.C., CONSTRUCTION JOINTS SHALL BE KEYED SPAN 3-8d box(2'/,"x0.113^);or GALV. MEATL STRAP D 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS 3-Bdcommon(21/2"x0.131^);or ® 16" O.C. 12" 3-1 Od box(3"x 0.12E"I:or B E C SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS MODEL 'CS20' HEADER 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY 3 staples,1"crown,16 ga.,t3l4^long RIM JOIST FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING 20 i"x8"and wider sheathing toeach bearing Face nail "SIMPSON" HDQ8 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS wider than t'•xg^ DBL TOP PLATE END "SIMPSON" PHD 4-8d hox(2'/2"x 0.113");or LENGTH F 3-8d common(21J2"x0.131");or WALL STUD Provide mnirpUm 1" - 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. 1R-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY 3-10dbox(3"-O.128");or en� distance 1. SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), MIN (14) 10-D NAILS AND FINISHES. CURING COMPOUNDS, RELEASE COATINGS OR ADD MIXTURES THAT INTERFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. 4staples,lWHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM "crown,16ga.,1314"long Equal number of SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 8d LIQUID APPLIED BARRIERS SHALL NOT 'COVER, HIDE, OR LEVEL SURFACE IRREGULARITIES Floor specified Halls COMMON NAILS ®6 o.c. EDGE At FIELD 16. MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES In each end 2. HOLD DOWNS REQUIRED IS ALL 4 CORNERS OF JACK STUD STRUCTURE UNLESS OTHERWISE NOTED. H4 WITH (4) 8d TO 4-8dhox(2'/2"x0.113");or 3. SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) & CONNECT STUD TO PLATE DESIGNED TO ACCEPT LOAD IMPOSED STUD TO STUD PLATE TO RIM DETAIL HOLDOWN & CONN). 21 joist to sill,top plate or girder 3-8dcommon(21!{x0.131");or Toenail JOIST TO TOP PLATE TO STUD CONNECTION ® 16" O.C. 17. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36' BELOW FINISH GRADE 3-lodbox(3"x0.128");0, 7 GALV, METAL TIE DOWN W/ IN 32' OF EACH CORNER OF 3.3"x0.131"nails MODEL 'BP' BY SIMPSON STRONG TIES O GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE STRUCTURE NAILING & STRAPPING © EXTERIOR 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIDENTIAL CODE Bid box(2'/'x0.113") 4"o.c.toe nail MODEL 'HDQ8/ PHD6' BY SIMPSON STRONG TiES MODEL 'HTT22' BY SIMPSON STRONG TIES WINDOW/ DOOR HEADER 22 Rim jolsL band joist or blocking to sll or top 8d common(2'/2"x 0.131");or BUILDING 6"ox toe nail 1 Od box(3"x 0.128");or 3"x 0.131"nails CODE COMPLIANCE REFERENCES 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES ANDt 3-Sd box 12'/2"x 0.113"),or WITH 2020 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE2020 NYS RESIDENTIAL COD E THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURMES z3 1"x6"subfloor or less to each 3-10d 2-1Obomon(2/,"x0.1377 or Face nail TABLE 8301 .2(1 ) x(3"x 0.128");or 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6", AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND 2staples,l"crown,l6ga"t3/q"long CLIMATIC AND, GEOGRAPHIC DESIGN CRITERIA LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0' 2020 NYS PLUMBING CODE 2020 NYS BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-0" (SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) Floor 3. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE 24 2"sub0oortojoist orgirder 3-16d box(3%"-0.135');or Blind and face nail (GROUND WIND SIESMIC SUBJECT TO DAMAGE FROM ICE SHIELD ENERGY CODE ENGINEERED OPENING. OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44' ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL BE 5.0 SQUARE 2-16d common(3'1,'-0.162") SNOW DESIGN FROST WINTER U N DER LA- DESIGN YMENT FLOOD STRUCTURAL FEET AT ALL GROUND FLOOR OPENINGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT(24") z5 2"panks(plank&beam-floor&roof} 3-16db3'/"x0,135" LOAD SPEED (MPH) EXPOSURE CATEGORY WEATHERING LINE TERMITE DECAY TEMP REQUIRED HAZARDS (SEE 8310 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) ox( 2216dcommon(3'/2"x0.162'7)or A[each bearingface nail DEPTH 4. WINDOW WELLS SHALL BE DESIGNED FDR BASEMENTS WITH HABITABLE SPACE. THE MINIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET 3-16d common(31/2"x 0.162") 25PSF 140'/MPH D B SEVERE 36" MODERATE SLIGHT TO 11 YES X COMPONENTS PER ASCE WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36". WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDER 4-t0box(3"xo.12B"),or DECAY MODERATE LADDER SHALL HAVE A INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT 3" FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY 26 Band or rim joist to joist 43"x0.131"nails:or End nal 7-10 ]_1 0 (SEE SECTION R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) 43"x14ga.staptes,7/.6"crown /I 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. FLOOD DESIGN LOADS PER ASCE THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) WALL SHEATHING NAILING S C H E D U L U E EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE THE ROOF NAILING S C H E D U L U E FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION 8303 OF THE NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) 140 MPH WIND ZONE (3 SECOND GUSTS) 140 MPH WIND ZONE (3 SECOND GUSTS) 24-15 6. THERE SHALL BE ONE HABITABLE ROOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET USE 1/2" CDX WALL SHEATHING USE 1/2" CDX ROOF SHEATHING ALL OTHER HABITABLE ROOMS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET FASTEN WITH 8D COMMON GALVANIZED NAILS FASTEN WITH 8D COMMON GALVANIZED NAILS HABITABLE SPACES SHALL NOT 13E LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION KITCHEN) 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW GROSS FLOOR AREA (SEE R304 OF NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) / HOUSE w COVERED PORCH: 2 8 8 3 5. F. DESIGNS SHALL BE ENERGY CONSERVATION VTiON ALL CONFORMANCE GA RAGE. 5 O S. F. CONSTRUCTION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE (SEE CHAPTER 11) THE FOLLOWING GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS O "Z/ FIRST O POOL: 544 S, F. Fi R S T FLOOR 2200 S. F. GLAZING U-FACTOR: .35 MAX CEILING R-VALUE: R-49 SECOND FLOOR 2200 S. F. WALL R-VALUE: R-20 GREENHOUSE: 300 S. F. FLOOR R-VALUE: R-19 2 GARAGE SECOND FLOOR STORAGE 750 S. F. SLAB MPERMITER: R-10R(DEPTH OF 2') GAZEBO: 144 S. F. CRANE SPACE t R-10/13 O POOLH O U S E THE FOLLOWING MPH CRITERIA IASWAS USED I GUSTS) BUILDING DESIGN O> I POOL PATIO: 8 3 4 S. F. WIND 2 ? 6 S. F. EXPOSURE 0 O 1 I POOL HOUSE: 216 S. F. TOTAL: 5366 S. F. GROUND SNOW LOAD 20 PSF 4 LIVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS O / O DEAD LOAD 40 PSF I O 2 I - SOLAR PANEL LOAD 5 PSF LOT AREA 1 16,5B9.5 5 C FT C,O-9. ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED © 4' I O 1O. WIND BORNE DEBRIS PROTECTION (PER R301.2.1,2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ) I I I MAX G R 0 S S FLOOR AREA - 8 014 SQ FT MAX 1/2- THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF O O O HURRICANE FORCE WINDS TO PROTECT FROM WIND BORNE DEBRIS. PANELS SHALL BE FASTENED WITH WITH 2 1/2" #6 WOOD SCREWS m 16" O.C. FOR PANELS LESS 4 I I I 7100 .�F � (1 16,589.5-80,000)x.025 - 8, 014 S Q FT LESS THAN 4', 12" O.C. FOR PANELS GREATER THAN 4' AND LESS THAN 6', 9" O.C. FOR PANELS GREATER THAN 6' AND LESS THAN 8' (SEE R301.2.1.2 FOR MORE DETAILS) 11. ALL FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 3O 0� O SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETAILS 4t 4 THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY!F ANY OF THE SPECIFICATIONS DO NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED 1 - SEAL ARCHITECT PROJECT DRAWING TITLE SCALE DATE NA 6-7-2023 12. ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ~''^ ZONE 5 ZONE 6 JEFFREY SANDS PINE WEST LLC DRAWING NUMBER 13. ALL ROOF OVERHANGS SHALL RECIEVE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24' INSIDE THE OUTSIDE WALL j, ALL h 21 ALL UNDERLAYMENT SHALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS >+ " ZONE 1 ZONE 2 ZONE 3 ZONE 4 :' 1 /�' , '� ARCHITECT DATA NOTES 14. ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO 2020 NYS RESIDENTIAL CODE (SEE SECTION R905 FOR ROOF COVERING) FIELD 12 O.C. 12 O.C. I W t+ 2"' ,% .4. 6 EVERGREEN LANE 5445 PECONIC BAY BLVD 15. ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS ,WITH 2020 MECHANICAL AND FUEL GAS CODES OF NYS PANEL EDGES 6" O.C. 6" O.C. FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. „; ✓ y- � EAST QUOGUE, NY 11942 LAUREL, NEW YORK A001 PHONE 631.375.5997 DETAILS :. ' �'•` " PANEL EDGES 4" O.C. 6 O.C. 3 O.C. 3 O.C. ,,. T��' _ �� �f' FAX 631.576.8916 A ENERGY NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL TABLER4OZ_4.1_'I ENERGY CONSERVATION CONSTRUCTION CODE WITH 2020 ENERGY TABLE 8405-5-2(il AIR®ARMER AND INSULATION IN5TALILA71ON SPECIFICATIONS. FOR THE STANDARD REFERENCE AND PROPOSED DESKGNS CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE . �C4tAPOtJ�f1T AIR.E�•'.Fi.RtEF�CR1TeRl-'�, JN�IlLr~.TTVN I<Pl"TNLLATIDN CFi17cRIA BUILDE'IG COWPONENT STAND-�ID FiEFERENCEDHS!GFJ PROPOSED DESK-l'l AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO A.C�f1L't' �]I`s a:.I bar 3 s�ilj be 1L'iT:�13+j LL'�t Type:tmr,-mlLif'p_epasedum.L,i.�=3:s; oths--vi.-.e-%wdfra=xe_ --L-prq-_-cssed bu�?dici€euvelops_ DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE C�eralr6 ].rAnCcst* T�Eta -arorth::ma�]este? = C±'T_t;!' s 8 tCL'tJ_71�Ti5 Air-g=-II:e:*.b?�LR51L8`C�:1?hal9 r:.tbe L°:Ad$i 9 GTO-_- --ea: eas =��p o��d ' 2LtaM.-3 '- �' _ ENERGY EFFICIENCY REQUIRED BY THIS CODE. r g - =_eaha!!mat ri.:t. Abv.•e-p-3e walk L=-fa:tor: a, :p::ifie?m Tabl_R402.1.4 _A�-proposed ce3ks arjoctsisLe as:b ries st>311to_ =_ea�: 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY BUILDER AND Soles is;orp.3-re= 0.r 3 s pLopoJed The airbarr.•c•it pis•crog�d�tsilis�=cf�t s`.�^i1 be F.e.aut'a:e=0.90 A,p.oposedali-med-,.vitht`1eiz_alatiemandaavgpSintLaai: POSTED ON A WALL IN THE SPACE WHERE FURNACE IS LOCATED, TS•�: �•r'TM�3:pry:F3 .�.prc�:ed �C'E�rn, at-ic brier shal3 bE sea:Fd. The ins;03=3 Ln ate~&,7ped cei mr•soffl!s1laIl be a:;smsduilh!�.ekrbartir• CERTIFICATE SHALL COMPLY WITH IRC N1101.14 1�J i'�iE'Z3t and ctaxx��3Ce CiTo:S aa�a: �E as mtrgc�..ed r'�, s ped At ce;s a�ts:ugi.�tlror•d�•n:t;�3rs c�tbzr3e xx•'.Il doors '+ _ p-�' to i-mconditased aor-c spaces shall be sEi:ed. t -factor. fi:cfm12b e Y,4 02.1 A,-Lr,tH r,nila*2on I yeron er3ors id:efn-111 A.propowd Cm-it:--"-ithtm .comes andhsadcn offrnmme 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND T� wDo &-zme A,p`own T'aej=ctiiut�ft,efom:atronand sllF -e° be xxry]L SI]aL'fiefEs]1i�`.e�b•,'cot*p? =:e]}fLItEtlr=_ INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE P£ 5E_isE�• cavrm xx=t11�it�-a".enal]_31 snf-a thermal re{rctar_:e j &t--mdthE SURROUNDING SURFACES. �^- ' ` �" :x1-13 1.1+? t�rt +n£?�tae t z e x of I?:SPO: fi� L`�:isc13 LliainS l n c n:��•e-r.�.•3e iic��: bras.,•rew: 3a�e as�nap��. ��p:ogos ') „ 1~r ,_ti r.•ali:.° �fl ba se:alei. ExtEror tL�'T1iI est•=_? s mminten for framed Z.7-factor:as.:psriEed i:n T3b1e R�0_.1.4 :r.- apo � '°p'- T- gimme Asp:oposed :.M-3e'W3.gr'Sh.a:I besea]ed. n•alhs12llbeinstaleiinsubsnai�1=o�rt�.= 4. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL 'Fe CL'1uZ:]OTi5�1�°'rm?n:xS1C]i�A CU:ba_-t:sr. C'eilinen +C-To:sarea: !,eanP3-0Po.,� Asprupaned 4 ,� T,as.svacebE-'eeovrtndmv:doorjembsatf�ta�e 0. ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH THE CRITERIA C�-f::=torr:as . cif ed cn Taz1-e F,40_'.1.4 �-9:pros€r,ec ''" s>r�'I:=� .�,.d� '-s an E"-vli'b.V :�du mi Rgsb=1tbese31 LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN T� :composition shnyjeon=xAsbeath_nl- proposed Rimjc:sts Rini joists s'�:?1imtlndethe atb`rne:. Pim jo1.1tsshi11bsinsulaled. APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND A Floor fr=Ins ca Anr,mrsu o-'on s1n]]be=Stall ed Gia:,asea: :asoe a1 u �.p�ro,ed VERIFY COMPLIANCE. Pc" t Refs rc2i: _-iU p-_a rea.*contact xx nh the undmide Solar a_N:Or � p : A:r +opo:ed g e=�.�� of sUbfloo7 u=C}:lZg~or:]Oo:fi•..]rinE�caS.• ' � (zr;cluzUn4aboyev�s s112Z: The a�rtx+rr -s 'a t:-izstmlliditnaye:posed dge insidnaons5:?tbeg�md'oabain.coniLL 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND Fj=tt--,nce=0.go A:gno?o:ed cacial:tered Eoors) of insubtioa. the top S:de of ea=nf,o:coz.muo7:ima'!d ir'rteundersideOffl;,-Tk-UnIDEand VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN C24A, 5, 6A, n u+-, Ti T*:�r-ent�t]]'i�.�.:�_rtt.=e= 1 ft'per 3 C+�� ft' ceiling'area As proposed '" ]he'_ e=endzfrom thsb`.nmto the topozall TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY Tti e:same a:proprv:e3 :proposed pe.-ime`er floor amiaE memben. FcrtM&tie-_- fo-m! dmionv-all-rea3:3ove3r''..dbe!owE de and soflchai3cte=-tizs:'.qua w = 'j.o-AdE�i�.inuave='-icr"xItpacAE_sLnfflbs � i retrot]deddz : °3do`floor .3--iJ3tien 6. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED propo.,ed r;�pro�+o:ed Crva1 spice xsalh co-end wit: a Class I x-apo_r=-t.zder xxitb insLladon sLsll b-_pe_-r.�3 eD11;4ttschFd to tie o ez3arl`a:o3n-=_rape c.-3;cl:+a=L ',=I�: TO A MINIMUM OF R-8 @ TOR GREATER DIAMETER AND R-6 @ area-rt�ft' A,gmpo:ed Duct sh.afn_ut sir•p=er=t o=-,2.ndoueri ins DUCTS LESS THAN 3' DIAMETER. Opaque door: a-ientation: 'N'orth As prup0:ed 5haft pEnetrations o;:enins to exterior Or ttt 03di:ioned w:ice shall 1,-facto .ran a: f +eatrat on L-em Table R-4-0 11A pro,-_M:+ed :ealed.- 7. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE Dam in na_-roe-csvi`es sbaII be cut to flt,o: Toth a_'e"�+- ra_-ron•cn.!=e': sbn11beM.edbvinstila ioatha: AIR LEAKAGE BY AN APPROVED THIRD PARTY (a), le pt p%i:�3 g -i-+r a�a.T�the prcgo:e y- te •'a =ne3 i;I::-.ill-'a 15 :�:.�rro�-cavities on is mIL-rL n read_y confer try:be percent of the comlitionedf+Hor' 3 `av?' •�Y"$ 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS (b)11 yo-menet of tl]e c-on- itionml£oor area.where the proposed gl.�_.sea r AL sea:-M=shall bE p=vided b+e-m3 be rar3r�e:rnd - , _ G.M.Q¢ pa:aaon ce di'doneds aces ` 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105F 13 =fit sir=�+r�•of the oabn:tto..®3�7,�ar a:°Ea p. _ ~. a. mar C"ie'�tiom equA,•t3�-.*iib-u-tsl to fou-cardini' ccornaa::o ie=afior-,.: Rscassseed bjE a as eecEssnd lift fl�.nes ins t3llad in the builibE Fer-eswd li;hcf*tures ins.alled iz!1;e bud:a= �'e2ticaliFyestrati o � Aspro�:�i tb¢*ota•ense2oper�v_:Ube es2iidIaths&-iv; tt,: ]e��-etLpeSb�ll�=airti,b:;,nd [.tats DEGREES OR < 55F DEGREES SHALL BE INSULATED WITH R-3 ;hanopa -lL dooit IV) Ufa star:a.^_•zif:e3 m T abk E.432.1.4 A-S proposed E tt insalcLtion Shall be cut nEatl3 to frt.s��ul MINIMUM xx UM'z Bud elrrrsbin=in a=error wailS, S i :a-,-=-sstyeim_IaoleF,402'.I-1 cxc*pt tha tiorclnuates•%,. i no �;� Phe= ug,mdwir= izvl3honth=tonin aatimre3�lvconfor.,to 10.MECHANICALVENTILATION - SHALL MEET THE REQUIREMENTS r=t_a_#1P_U nit 0`M)SH GC =Q 40 shat be=p-d- r pr a:moi]:,b7}cgate sh E=tEn b�eLtiod piriug azld Ime o hzde fi-a zton:0-9240-21 r > �$�..�n, � re�ere�ce cesi 1 4.� -+; . i S:i�n�� �`• O F THE IRC 2020 AND IMC 2020 * The a�b nr:er ia;tvlled s' Brio-r� ?is "i ace is E.1q. x-�s1L a jacen:to shon-er=.,a W abs sb3Il F_.te3M'd:_I,"*3i.:-S- nvae .proposed Shaixer•tribcneT;isriar;�-..11 =boyeriaadtut:ssb Usev.catethemto=tbe 11.EQUIPMENTSIZING - PER ACCA MANUALS BASED ON LOADS Sbo-►;}« d be.*mule:e4f. , Sl-��lihti = ne =pry= :�c[ CACULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY Tat air ba-r�sL31 t--il+st;�i€ed behi!�-y e:ectric..i or �t emi.L`v isolated cu oouz \-'o_s As pro- Hkctrica"T�ion2 t rx e*!exp-Zer wn'Es colt=icntion bay-2;or 3i'-5sa!r_-d bores L ba- HERS RATER A�:leahaEe iwte-af 3 air ve.-hcur in+c iaia*e sone:3• and 2,amyl 3 air For that arenot :�ir;CrEfiste.boo:atl3:peaeCa�.ebTrildil�tberr�al 12. LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED Cl]3n! s S hour�din- de zrnsss 3 through 3 at 3 v]- s!,-are of 0_2 in>he:s5•r.z c P� a:tC re (50 Pa).Th r='rc"�11-'31rC:1 5��t?�itlC7ttT ° a be ir!ad+drttronto the•31T1>?A:iga is-,t?3 the sa..,-e 33rle:- aerg ra!r? =_=Slo^e slni be ssAed ti rile 5*L,f-cor ordn- all. rate r�►n=_ a:iLtu�? r ast?ierhnl_iraref�e�ede raFIXTURES MUST HAVE HIGH EFFICIENCY LAMPS g -- tle,r>�but no_E.*A3tei t11,r:G.0 t_ C`.r-f T Men required to be sealed,coace Ae-d fire sprrai;]Ers 7_3 v (,� 1) Fart tote i7 e_.1de:•P_:,the rine=.- shop orr?rte Ee3le d ma TS'.nmer th.3r:t:cscoef�rA� ed :ure3au e cb_�y£erte�. anc,�l,d=1 ,1 b�.Le,r rTfectru,r• ., 13.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET why Eleabnt� . sbaBnot b-2vs-ed toftl c'.dsbE�WeenEn THE IRC CHAPTER 11 ENERGY EFFICIENCY INTERNATIONAL T'te�!_-r=cal re solation rate' s t' er - cme. Sates and •ani o:cailWys. CT-1=cc�tr�.rao=�.�cbt'areaF�--1 F-� :lLvbad �to ' �_s.�- MECHANICAL CODE AND INTERNATIONAL ENERGY CONSERVATION mnn'ae] ofbc-d] ag?ra*e a`d;h as a. ad3r�i�.M:p ae .Of 10T V;a: shelf beto accorW remix ap .•rss yofl + - 90. E��:r�ati�r; ..alloat be au-t]me d for n],e�a.�cal�-entiL3`�ion.. CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF MECHANICAL AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW EXISTING OR TABLE R40.5.5.2f11---confinued SPECIFICATIONS FOR THE STANDARD R`EFERENGEAND PROPOSED DESIGNS 4'1 4-1 UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY 13UILDWGCOMP OTJEW STAtfDARDR-EF`RE.110ECESIGIT FR OP DS EDDE:IICft MASTER BATHROOM 2 BATH 3 BATH 4 BATH 5 OWNER OR BUILDING DEPARTMENT -- 'eon.e.except y:heTemechan.iza_ventilation Isspecified bvthe rro- _ _2'- i 14.ADDITIONS ALTERATIONS OR RENOVATIONS SHALL COMPLY Posed,dem`n_in r-lich case: _ r z~� I 1- -1- , -��' � �F. --I- _ , _=ua`:`entfanen�^ru:e_ r I 212', 12 � � � 21 21 12 � � WITH IECC 2018 WITH 2020 ENERGY CONSERVATION CONSTRUCTION Me^_hanlca'veniihitkn 1=i��.�r;•7=0.0394 , C.1 2'0.565 _ 1 ` I �;� I I I I LA VI ILAV I I LAVI "�3 I SH I WC I I WC SH SH WC I I WC I SH CODE OF NEW YORK STATE where- IFF 4i 15.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE '!=_ =cotrtroaed f:ooe area TUBI I I I I I `,► rum`s' rofbe&oo= 2• `• Z• 2• 4' 2• Z- 4' 2• 2" 4' Z• PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN i,,-tarnalg zim Main 1 904+_23 S .- CFA -4104 � (B-u'dm-pc s-Ding=t•I Same as 4 °• 4- °' ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS ,di=m . MASTER BATHROOM 1 2/ �- �• HALF BATH LAUNDRY KIT N S=e a:3':,:3aidrefl;wce r - - 2.r- _ _ �2' 16.ALL EXTERIOR WALL/ FLOOR/ CEILING JOISTS SHALL BE AIR de:i=l,pli.zw adrliiowlau= 2-I 12. �- I I I SEALED AND INSULATED IN ACCORDANCE WITH TABLE R4102.4.1.1 n i>7tern:l res:for fl More.end Content�of S pound,per�L� fD&, ��:."v d_:iEu�as a thee_ I ILAV LAVI I SK Ltg*nalm3}; ,'•r4m--eeIement':lrs!no'int=- SH I WC I I I I WC I 1 I APPLY A FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE of f3crar area. m.._, o°It",�e ea`�s° or I I 14 w- I I DW IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. :tllC.'trl:£. 4• 2• 2- 4• For mw-onry floor slab-_7 80,percent offlo•or area em €rR R-2 ca3pet 2• I acrd pa3 '-d-"0 scent of floor direct v�o;ed.to toot air_ `s °' 4 4• 4• For m.:ora.-ba:ement xnlb:,a:pro_p:�but tt~rth'*_m-nl�oa recfnred co TO SCHD 5��1 MA= � � � T {� r tis propo::e APPROVED b-•Table F,102.I J loca ed on�e z-tEnor ire_ o,60 the v,-a]L- ON SITE SEPTIC or ether i4'�*:L�,far e-�_7_ill it foo s..:d Ltell£'4•walL:,w od If mane c-on- ,, SYSTEM :•l*uctiou ' per` A,propc:ed for o tl:s-_ .*ham elenic beating 3ritho+at a he=.*'pump_wheae tla a F7ap;,:ed 8e:iEu.*milt,_:.eF it heating xr:thaart a heat-,Ump the Hest;n e: tem: :#an, and rE eLErC•E ie::i En mall be an air 1¢-,sc E hey p=p meeting tine .pr'OPO:ed r*__=mn-_nt, oI'SE`tionC433 of the 1ECC-CCu=1nci:] PLOI-L-ion:. C:S�a�� :ed sr.ac�+ic1:n��tz�fiction i:�r 3.r Coohng- ,•:tM1:f Ir'_:proposed Ca:)3,_- ;':;wed in accorclmce r:i'b Section F140-1.1 ' pr��:rrd Skriice%V3ter heau-�E' _ .R .e: 3m?a: desiE� a.. =} - c� r ,f� RISER D I A G R A M p =' Dact in--u!3tion: From Sector:R403.2.I =t&_w=1 chlsb-i _-tion-.N--tmm effic inn,(DISE)ofO.S.8,h.• be applied. As te:ted or'a s spec-ified.in Y ab'_e The,-m--41 to both'ka lueatinc ani cooling sZ:tem e"rcien-iey for all:-;:r_m:other F'405-5-2(2)1-Fr of tested..I)uct tIraL ,;e{1 d,:ct:3•:t-uls For te,t=dd]ts; e Ipalage t�.te-•I,11 in�tion:I.::]] b a,Ir (L SEAL -R �" ARCHITECT PROJECT DRAWING TITLE SCALE DATE b�4 c�(I i3.3 L�nbi:)per Ion f' (9.29 nz`� Qi`carrcfrtrc�;: fi�+cr: a .' ,`-' !:,' NA ata pre:rsn-e of d:f:erem ia.l of 0.1 ins:e:;xx- f2:�F` 6-7-2023 \� ` 'S '',`•'�'�' JEFFREY SANDS DRANING NUMBER ,. _ r �. r ,f✓:1�`}. ^', f'� PINE N E WEST LLC ENERGY NOTES T}�:N-L--mal-cook tenmeran re setpoint=75 F: t r, �� ARCHITECT T�.a-mo:t.•.t _�• � S..a]e a;:t:ndarcl refEreztie .. Hewing t�:�nruze se:point- �? F #; ( ' ;, . .;j'` • 6 EVERGREEN LANE 5445 PECONIC BAY BLVD & SCHEDULES +.'tlw= � ' EAST QUOGUE, NY 11942 LAUREL NEW YORK �' PHONE 631.375.5997 ' x AOUL RISER DIAGRAM FAX 631.576.8916 A I ,p + ;p III +p � ���� ;�I II► d+ ;�I ►�► �I �2 �ti�� ;�� � ►�► I \-P ►�► ►� \'\� 0 PROPOSED NYSDEC LOT COVERAGE 20 OPG ;p ► `' II ;p �� 2� BASED ON UPLAND AREA 89,264 E�ORO S� I IN ►�► �'P 0`� ' HOUSE w/COVERED PORCH: 2883 S.F. I ►I► ;�I ;�I ISI �pP ����0 - _ GARAGE:750 S.F. ►I ;�I ►�, _ POOL: 544 S.F. +p ► - GREENHOUSE: 300 S.F. ►�► l) GAZEBO: 144 S.F. POOL PATIO: 834 S.F. POOL HOUSE: 216 S.F. TOTAL LOT DISTURBANCE: 38,000 S.F. I Ip II► �., D TOTAL: 5671 S.F. or 6.3% , II► Ip ►, � • �� SAO t� ,! M�Ch'�9 � N/F PROPOSED CLEARING WITHIN 100 WETLAND ;p - II \ E� F SETBACK AREA: 10, 100 S.F. ;p ISI \ M ,�, . 'III ► 15'-On eEV/ CQ LANDWARD OF 100' SETBACK 26,770.5 SQ.F.T I ISI ►p \ . �,�- �'� _ LAND WITHIN THE 100' SETBACK 62,494 SQ.F.T (25% = 15,623 S.F.) ;p II► ►�► I ►�; II► I PROP.= 3r- UPLAND: 89,264.5 SQ.FT. or 2.05 ACRES I�► ;�I GAZEBO WETLANDS: 2 7,325 SQ.FT. or 0.63 ACRES Ip I J-'1-2'X 12' `'\ \ `�° �9� i M c� OF TOTAL 116,589.5 SQ.FT. or 2.68 ACRES ;I ISI ►U I 25'5" CO \,, AQP I 34'-0• o x \ \ P �� GROSS FLOOR AREA ' POOH o N aR�\,\, �a \�\� OP OEP�\A \'P FIRST FLOOR 2200 S.F. ; '' o I w \�� 250 AFF ' O��P SECOND FLOOR 2200 S.F. I TERRACE ¢i� GARAGE SECOND FLOOR STORAGE 750 S.F. 76'-0" I \, POOL HOUSE 216 S.F. N -o• so'-o' a• TOTAL: 5366 S.F. - 0 0 2 ' ► ' WATER UNE _ 3-7" Fr LOT AREA = 116,589.5 SQ FT \' PDQ MAX GROSS FLOOR AREA = 8014 SQ FT MAX W C/) o ='- " I \ 2 STORY HOUSE _ \ \ 7100 SF + — x.025 = j!o N C) p J P� 7 10D + ti- X Das l �� . �P� S T COVERED PORCH pQ� F� Mi �17 o oM M 0 1---.-.---.-.-..---.--.------ --------------------- ----------------- ----- -------------- - \ J '`•/jam i o \ - ---- _ ---- I - V 1 ' �1 GRN. NPROP ';: 0 12G' + PROP.. 5 x X- :ORGANIC 'PLANTING' ARES, 1950 S.F.t �w CO �' - --------- 1 , - -- -- ` 1 IN p��G� P I ------ ------------- ----------- - -- -- �P P 1, J - ,� r �- - e. �0 P`� ,I �• 1- ------------- ---- ---- -4IN - ____---- - --- - - - ------------ --- app <, :=' ! :-- �- 1 ------ = --- - --------___ _ - cb; , PPG _ --- 9 -- - --------- - - - �`----- ------ ------------- - - 'I ' ` . ' :, • = 1 - \ IN - AAA - VVV••, ` 1,�`•- - ------- � ------ _-- � - - -- �---- � � ••� r� 1 . 1 ,, � ., IN IN rn ' 4 ` ------ -- ------ _- � - _ - \� 1 1 • �`"IN I •� _ - IN 00 IN TIN IN IH- IN \\ 1 �' ,�- - P���pE- � ��j, _•._.._._._._._._ �,- \ I SEAL —' ARCHITECT PROJECT - '` DRAWING TITLE SCALE DATE r ' ' 1"=20'-0" 6-7-2023 ;k. JEFFREY SANDS PINE WEST LLC DRAW NG NUMBER r f l ` �� ARCHITECT SITE PLAN r ff r 6 EVERGREEN LANE 5445 PECONIC BAY BLVD EAST QUOGUE NY 11942 LAUREL, NEW YORK PHONE 631.375.5997 %' `' FAX 631.576.8916 F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F r------------------------------------------------------------------------I r——————————————————————————————————————————————————————————————————— POOL ABOVE L——————————————————————————————————————————————————————————————————— i I L——————————————————————————————————————————————————————————————————————— F n F TERRACE ABOVE 4. V Lj L 76'-10" 8. —on 60'-0" I 4 FLOOR DRAIN - - TO DRY WELL - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ''Y I - - - - - - - - - - - -- - - - 58'-8 8" " lb f- ,-4- Bot CD -1 1 ;/, 04 EGRESS WINDOW 44" MAX. HGHT. FROM -21 AREA-j .1' FIN. FL. TO SILL----,,,,, -WEtt ESCAPE LADDER AND FLIP UP w a PROTECTIVE XX— GRATE INSTALL SIMPSON TB SERIES METAL 'C�4 FLOOR DRAIN CROSS BRACING AT MID SPAN OF FLOOR -:�C-4 TO DRY WELL I JOISTS, JOIST ENDS TO HAVE WEBS cn BLOCKED TYPICAL UNFINISHED BASEMENT- Cal Lo 7-, TYPICAL SPREAD FOOTING: 30"x30"x11" in WITH FOUR #4 REBAR BOTH WAYS, 3' cq STANDARD PIPE COLUMN WITH 8x8xi -DW to I \ 03 BASE PLATE AND 9x5Xj TOP PLATE Z BEAM POCKET 7 r- 7 F- -1 F- --I F- BEAM POCKET F-f — — — 7Wx10Hx4D 1 CONTINUOUS DROP GIRDER (3) 9.5' LVL. CONTINUOUS DROP GIRDER (3) 9.5- LVL 7Wx10Hx4D -I-r -T-------- lop-011 101-011 91-011 —9'-8" 10-0 10'-0" Ir o --------- L-I- -------4 -- 4" POURED CONCRETE SLAB WITH c:) 4" POURED CONCRETE SLAB WITH W1.4 X W1.4 WWM OVER VAPOR L W1.4 X W1.4 WWM OVER VAPOR BARRIER 4. --iC'4 8" WIDE POURED CONCRETE BARRIER -------4 00 �E ------ FOUNDATION WALL WITH #4 E 0 �lz L r_ REBAR AT 24" OC BOTH WAYS ON 1'-4"W x 9" D 5 LL- 8" ANCHOR BOLTS 12" FROM CID POURED FOOTING WITH (3) CORNERS AND 5'-0" MAXIMUM 2X8 PT@l 6"OC #4 CONTINUOUS REBAR AND SPACING ALONG WALL #4 TRANSVERSE BARS AT __j 24 OC ON UNDISTURBED 0 m CqrL SOIL ICN FLOOR DRAIN 8" THK PC FOUNDATION WALL I LtDl F ON 12 X 20 PC CONTINUOUS TO DRY WELL FOOTING .00 L t UP I r — — — — — — — — — — — — — — — - -j 00 - - - - - - - - - - - - - F - - - - - - - - - - - - - - - - - - - - - - - - - - 2X8 PT LEDGER BOLTED TO FOUNDATION WALL x TIE DECK LEDGER TO HOUSE FLOOR JOISTS WITH Y o 7- (2) SIMPSON DTT2Z DECK TIES AND L — — — — — — — — — — — — — — — — — — — — — — -J 12"X 36" p.c, THREADED ROD, TIES TO BE SIDE MOUNTED TO ISONOTUB ON JOISTS, PAD AND/OR BLOCK AS REQUIRED. MAX co I VOC - TYPICAL 0- 2X2XI FOOTI!:,,, 00 C-) >< p X00 29'-0" c"1 18'-0" 211-0" TREATED (3) 2X10 DROPPED GIRDER— --i F TREATED (3) 2X10 DROPPED GIRDER— 7 F 7 F X I - - — - - --4 L TREATED (3) 2XIO DROPPED GIRDER BASEMENT AREA 2200 SQ ET OO SMOKE/CO COMBO DETECTOR 2 SEAL ARCHITECT PROJECT DRAWNG TITLE SCALE DATE 1/4"=1'-0" 6-7-2023 A300 A300 JEFFREY SANDS DRAIMNG NUMBER PINE WEST LLC a ;yr f j: , °k.�� ARCHITECT BASEMENT I &I )2 6 EVERGREEN LANE 5445 PECONIC BAY BLVD EAST QUOGUE, NY 11942PLAN LAUREL, NEW YORK PHONE 631.375.5997 A100 FAX 631.576.8916 D A200 76'-0" R 81-011 6 1-0" 81-011 , 1R 08 09 210 211 1 212 7-11 2 11'-10" 10'-2' 15'-711 10-12 4'-4" SIN "W14 ----I 2'-6"XT-0" —� 011 � I 20 ! 1--BATH 15-0" --i--j 6-_�_-1�-- —�OI—O- III' � —5� ■I�I II1ii!I��5'2- II�2;I" I�! II!''i�. II�II (II'iI•I'.it.' IIIIi--'Ii -- _---�---.-_---._-.---�--.—.-�---�--..�----.----------�---_—_.—_-__-�---_---_—.,_--- �_----2�-1- I,4�1-1N-[---�--1-�_,I-/__----'--•_-M-_-,___--I!- ^;-- 6 �'_--_-__- CD -- —0 -O -- ---1r-4 _�-------_= II _--� _------,----:,----a=--�-5 12252 o'MASTER BEDROOM BEDROOM BEDROOM 2X8 CEILING JOISTS AT 16 OC NMINIMUM LENGTH 24 WITH 10d COMMONS BOTH SIDES ' j N 0 2'-6" T o PULL D OO XATTIC STAIR EQ EQ Lo 2X8 CEILING JOISTS AT 16"OC - OECLOSET MINIMUM LENGTH 24" WITH 10d COMMONS BOTH SIDES 5'-8"X7'-D'C I! 1 I II- -- !I, IIII II' II !II A 20OA200 A20 0 ICD L `a DN 2X8 CEILING JOISTS AT 1610C 1MINIMUM LENGTH 24" WITH X 10d COMMONS BOTH SIDES I N BEDROOM i, li MASTER°° ENTRY HALLCLOSETBATHROOM OPEN BELOW B 5 „ 51" R 551"252252 12'-4" 7I-9R 17„-11 , 20104 ----- 91 12 4-4I4- 4_ " ' ------ 8'-o” 21 -01 SECOND FLOOR AREA 2074 SQ FT A200 SMOKE/CO COP"BO DETECTOR A300 A300 SEAL ARCHITECT PROJECT DRAWNG TITLE SCALE DATE 0"1/4 6-7-2023 JEFFREY SANDS ORANING NUMBER^o.` PINE WEST LSC ARcHITEcT SECOND FLOOR Fin i7c-1 I L1131 2IN6 6 EVERGREEN LANE 5445 PECONIC BAY BLVD EAST QUOGUE, NY 11942 LAUREL, NEW YORK PLAN PHONE 631.375.5997 FAX 631.576.8916 5)) BLACK ASPHALT SHINGLE ROOF ON 8 CDX PLYWOOD, TYVEC COMM. HOUSE STANDING SEAM METAL ROOF WHITE HARDIE BOARD SIDING ON $8" CDX PLYWOOD, TYVEC WRAP, 2X10 RR @ 16" O.C. COMM. HOUSE WRAP, 2X6 STUDS @ 16" O.C. - --------- 4: 12 6: 12 -6: 12--- 4: 12 6. 12 � --------- -------------------- --------------------------------- ---- --- ---------- WHITE HARDIE ----------- BLACK ASPHALT _-7-------------------------------------------- --------- ----------- BOARD SIDING ON ----------- SHINGLE ROOF ON 5 8 CDX PLYWOOD, 0 8 CDX PLYWOOD, TYVEC TYVEC COMM. C:) COMM. HOUSE WRAP, HOUSE WRAP, 2X6 2X10 RR @ 161, O.C. –------ ------- STUDS @ 16" O.C. Lli co 5: 12 ----------- ........................ -----------7 3 5: 12 5: 12 3.5 12 - 3.5: 1 2�� --------------------------------- -------- ------- -------- ------ ------- ----------- ---------- - ---------- ---------------- 101 106 105 104 CD ----------- r ------------ ----------- ------- ------ - ----- -- ----------------------------- ------ r SIDE ELEVATION A- FRONT ELEVATION B BLACK ASPHALT SHINGLE ROOF ON 8 WHITE HARDIE BOARD SIDING CONTINUOUS RIDGE VENT CDX PLYWOOD, TYVEC COMM. HOUSE ON 1$ CDX PLYWOOD, TYVEC WRAP, 2XI0 RR @ 16" O.C. 8 COMM. HOUSE WRAP, 2X6 STUDS @ 16 O.C. 6: 12 4: 12 6 12 7 ------------- ---- ------- ------------ -------------------------- BLACK ASPHALT WHITE HARDIE BOARD SIDING ON SHINGLE ROOF ON 210 CDX PLYWOOD, TYVEC ------- 8 CDX PLYWOOD, ------ ------- TYVEC COMM. COMM, HOUSE WRAP 2X6 to Lj STUDS @ 16 O.C. HOUSE WRAP —----- 2X10 RR @ 16 0.C. 5: 12 3.5: 12 ------- 3.5 12 3.5: 12 ----------- ---------------------------------------------------------- ------------ ------------------------- -------------------------- --------- ----------------- ---------------- - --------- o cy) ------- ------------------------------ - --------------- ----------------------------- - --------- ---- ------------------------- SIDE ELEVATION C REAR ELEVATION D SEAL ARCHITECTPROJECT DRAWING TITLE SCALE DATE -011 6-7-2023 / r %�'°� JEFFREY SANDS DRAWING NUMBER PINE WEST LLC ARCHITECT ELEVATIONS Li if 'Mr )l 6 EVERGREEN LANE 5445 PECONIC DAY BLVD EAST QUOGUF-, NY 11942 LAUREL, NEW YORK PHONE 631.375.5997 FAX 631.576.8916 A P 5„ (1 )118" LVL RIDGE BEAM BLACK ASPHALT SHINGLE ROOF ON 5" (1 )11 $" LVL RIDGE BEAM BLACK ASPHALT SHINGLE ROOF ON 8 8 CDX PLYWOOD, TYVEC COMM. HOUSE CDX PLYWOOD, TYVEC COMM. HOUSE WRAP, 2X10 RR @ 16" O.C. WRAP, 2X10 RR @ 16" O.C. STANDING SEAM METAL ROOF ; ate - 6:212 6: 12 4: 12 6: 12 a ��� p ATTIC ATTIC -- __ 2X8 TIES WHITE HARDIE BOARD SIDING WHITE HARDIE BOARD SIDING ON 8" CDX PLYWOOD, TYVEC o ON 8 " CDX PLYWOOD, TYVEC _ BATHROOM COMM. HOUSE WRAP, 2X6 BEDROOM ~ COMM. HOUSE WRAP, 2X6 MASTER BEDROOM MASTER BATHR STUDS @ 16" O.C. STUDS @ 16 O.C. -- — 3.5: 12----__—___ -_------ 11.875"TJI 560 F.J. @ 16" O.C. 11.875"TJI 560 F.J. ® 16" O.C. ENTRY HALL I GREAT ROOM MASTER BATHCn -� o GREAT ROOM I _I. O.C. 11.875"TJI 560 F.J. 7 16" 11.875"TJI 560 F.J. © 16" O.C. 8 WIDE POURED CONCRETE 8" WIDE POURED CONCRETE I I O 4 # FOUNDATION WALL WITH #4 FOUNDATION WALL WITH '!. REBAR AT 24" OC BOTH REBAR AT 24" OC BOTH ::.+ .`� >f 11 UNFINISHED BASEMENT WAYS ON 1'-4"W x 9" D ` ' o WAYS ON 1'-4 W x 9 D POURED FOOTING WITH (3) ; POURED FOOTING WITH (3) UNFINISHED BASEMENT #4 CONTINUOUS REBAR AND ' #4 CONTINUOUS REBAR AND 4" POURED CONCRETE SLAB WITH #4 TRANSVERSE BARS AT #4 TRANSVERSE BARS AT _<- 24" OC ON UNDISTURBED W1.4 X W1.4 WWM OVER VAPOR 24" OC ON UNDISTURBED 1 BARRIER SOIL SOIL TYPICAL SPREAD FOOTING: 30"x30"x11" TYPICAL SPREAD FOOTING: 30"x30"x11" -<'a:," WITH FOUR #4 REBAR BOTH WAYS, 3" NTH FOUR #4 REBAR BOTH WAYS, 3" STANDARD PIPE COLUMN WITH 8x8xj STANDARD PIPE COLUMN WITH $x8xi SECTION 1 BASE PLATE AND 9x5XJ TOP PLATE SECTION 2 BASE PLATE AND 9x5X� TOP PLATE 5445 Peconic Bay Blvd — Exterior Window & Door Schedule SIZE-MODEL MANUFACTURER MIN. RO TYPE REMARKS SIZE-MODEL MANUFACTURER MIN. RO TYPE REMARKS 601 -- -- 3'-O"W X 7'-O"H ENTRY 114 TW210510 ANDERSEN 3'-OJ"W X 6'-Oi"H DOUBLE HUNG 02 CXW15 ANDERSEN 3'-01"W X 5'-0j"H CASEMENT 115 FWG10080-4 ANDERSEN 9'-9j"W X 8'-0"H GLIDER 03 CXW15 ANDERSEN 3'-O�'W X 5'-0j"H CASEMENT 116 TW210510 ANDERSEN 3'-0J"W X 6'-0J"H DOUBLE HUNG 04 CXW15 ANDERSEN 3'-02"W X 5'-O8"H CASEMENT 117 TW210510 ANDERSEN 3'-0'"W X 6'-Og"H DOUBLE HUNG 101 -- -- 3'-O"W X 8'-0"H ENTRY 201 TW210410 ANDERSEN 3'-Oj"W X 5'-0j"H DOUBLE HUNG 102 TW210510 ANDERSEN 3'-0j"W X 6'-0j"H DOUBLE HUNG @0 TW210410 ANDERSEN 3'-0J"W X 5'-O"H DOUBLE HUNG 103 TW210510 ANDERSEN 3'-O$"W X 6'-O8"H DOUBLE HUNG 203 APW3060 (X4) ANDERSEN 12'-0"W X 6'-O"H PICTURE 104 -- -- 3'-O"W X 8'-O"H SIDELIGHT 04 TW210410 ANDERSEN 3'-OrW X 5'-0j'H DOUBLE HUNG 105 3'-O"W X 8'-O"H ENTRY 05 TW210410 ANDERSEN 3'-O�"W X 5'-08'H DOUBLE HUNG 106 -- -- 3'-0"W X 8'-0"H SIDELIGHT 06 TW210410 ANDERSEN 3'-01"W X 5-08"H DOUBLE HUNG 107 TW210510 ANDERSEN 3'-0$"W X 6'-O"H DOUBLE HUNG 07 TW210410 ANDERSEN 3'-0j"W X 5'-0j"H DOUBLE HUNG 108 TW210510 ANDERSEN 3'-0j"W X 6'-0j"H DOUBLE HUNG 08 TW210410 (X3) ANDERSEN 9'-Og"W X 5'-0"'H DOUBLE HUNG 109 TW210510 ANDERSEN 3'-Oj"W X 6'-O"H DOUBLE HUNG Og TW210210 ANDERSEN 3'-0j"W X 3'-OJ'H DOUBLE HUNG 110 TW210510 ANDERSEN 3'-O�'W X 6'-O�"H DOUBLE HUNG 210 TW210410 (X2) ANDERSEN 6'-01"W X 5'-O�"H DOUBLE HUNG TW210510 ANDERSEN 3'-0j"W X 6'-0j"H DOUBLE HUNG 211 TW210410 (X2) ANDERSEN 6'-01"W X 5'-0j"H DOUBLE HUNG O SEAL ARCHITECT PROJECT DRAWING TITLE SCALE DATE 112 TW210510 ANDERSEN 3'-Oe"W X 6'-0 "H DOUBLE HUNG 212 TW210210 ANDERSEN 3'-O�"W X 3'-0j'H DOUBLE HUNG :;`P' ' ":;r;,,: � r, 1/4"=1'-0" 6-7-2023 OJEFFREY SANDS pRAN1NG NUMBER PINE WEST LLC SECTIONS & ANDERSEN '_ I" - DOUBLE HUNG ' ' ARCHITECT 113 TW210510 3 0' W X 6 Ogg H �/� �'� `� ix5445 PECONIC BAY BLVD /r - 6 EVERGREEN LANE WINDOW/DOOR EAST QUOGUE, NY 11942 LAUREL, NEW YORK & DOOR GLAZING TO BE LOW E4 W HEATLOCK, FRAME FINISH TO BE BLACK PHONE 1.576.8916 31.375.5997 A300 NOTE: ALL WINDOW / `� .P '�,"�• �..'��.�%`�"�'`� SCHEDULE r f„ FAX 631.576.8916 ^ \ � "