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HomeMy WebLinkAbout48016-Z �o�OS�ffOl Ori, Town of Southold 7/13/2023 a y4'; P.O.Box 1179 o • +� 53095 Main Rd 'ifj� ao�y Southold,New York 11971 fi CERTIFICATE OF OCCUPANCY No: 44275 Date: 7/13/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4500 Stanley Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-77 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2022 pursuant to which Building Permit No. 48016 dated 6/28/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch and attached garage as applied for. The certificate is issued to Richard J 2012 Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0049 1/18/2023 ELECTRICAL CERTIFICATE NO. 23-85158 3/27/2023 PLUMBERS CERTIFICATION DATED 9/30/2022 n lNrls\anders Aut ri ed ature o�s�FQilc o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C, x TOWN CLERK'S OFFICE o . 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#: 48016 Date: 6/28/2022 Permission is hereby granted to: Richard J 2012 Trt c/o Patricia C Moore 51020 Main Rd Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. (Lot 23) At premises located at: 4500 Stanley Rd SCTM #473889 Sec/Block/Lot# 106.-8-77 Pursuant to application dated 6/28/2022 and approved by the Building Inspector. To expire on 12/28/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,458.80 CO-NEW DWELLING $50.00 Total: $2,508.80 Buil g Inspector Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, ING. %,U/ _ :- 188 PARK AVENUE AMITYVILLE, NY 11701 APR 1 12023 w; P: (631) 598-5610 ' ..............................................................................................................................................................................................._ J?�q i;�a�J=?T. CERTIFIES THAT 60MVOFSOW-kGLD Upon the application of Upon premises owned by Puccio Electrical Contracting Oasis @ Mattituck Inc. 4500 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 4500 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85158 Certificate#: 23-85158 Electrical License#: 4806-ME Section: Block: Lot: Building Permit#: 48016 /46529 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/200 Amp UG Service Equipment/Air Conditioning Equipment (2 Units) - ROUGH COMPLETE 9/27/22 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 27th day of March 2023 Name QTY Power Panel -200 Amp, 240V 1 Meter- 200 Amp, 240V 1 Service Disconnect- 200 Amp, 240V 1 Heat Detector-15 Amp, 120V 1 GFI Receptacle - 15 Amp, 120 V 3 Duplex Receptacle - 15 Amp, 120V 63 ARC Circuit Breaker- 15 Amp, 120V 7 Recessed Fixture- 15 Amp, 120V 59 Electrical Inspector: Anthony Giordano ``\\�`\\!\�� I� 0., _aAPPROVED`o Z 47unun\�\1, \\\\: This certificate is not valid unless raised seal is present. Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Puccio Electrical Contracting Oasis @ Mattituck Inc. 4500 Stanley Road 21 Frowein Road Mattituck, NY 11952 Center Moriches, NY 11934 Located at: 4500 Stanley Road, Mattituck, NY 11952 Application Number#: 23-85158 Certificate#: 23-85158 Electrical License* 4806-ME Section: Block: Lot: Building Permit#: 48016/46529 Name QTY AC Blower- 15 Amp, 220V 2 AC Condenser-20 Amp, 220V 2 ARC-Fault-20 Amp, 120V 11 Combo Smoke & Carbon Detector- 15 Amp, 120V 3 Fixture Outlet- 15 Amp, 120V 7 Smoke Detector- 15 Amp, 120V 4 Switch - 15 Amp, 120V 47 UG Service Feeder- 200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ..... i PROVED 6 This certificate is not valid unless raised seal is present. OP SO(/Ty�� i TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: /-1E4-, 86,r nx l ALP- P1141il C M.t CE s a lL 7cc 6/re FOk �r✓sCT� c,�?rl� /ldc>k, f�6��•s � P��n�T� 0 DATE S-ZS-zz INSPECTOR qsoy aOF SO* # TOWN OF SOUTHOLD BUILDING DEPT. Courm, 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PREO [ ] RENTAL REMARKS: 1 �ry km U l f2& r vJ� vis Uti. DATE INSPECTOR i fq SOUTyO� qj6P ^ouTOWN OF SOUTHOLD BUILDING DEPT. Mv��'' 631-765-1802 INSPECTION FOUNDATION 1ST [ vf/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR SOUTy�� TOWNsou o F THOLD BUILDING DEPT. `yCoum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]. CODE VIOLATION [ ] PRE C/O [ ] ENTAL REMARKS: %QCI �'^� p J S .h / i. IF (V- bvv+ �- �, DATE 0 INSPECTOR ((JJJVD Y OF SOUTy06 � TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING IV FINAL A/I> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA [ ] PRE C/O [ ] RENTAL REMARKS: �% o ,� V1 R;�� ,(Anhwd A90 V DATE �0 ?7 INSPECTOR �ryr;an L1pyq�S 7� s+~�"�{jJfi� LaOPl('1kr'�GS.f�RfD l��p�IN�'= CERTIFICATE OF INSULATION For the following home: Lot 23 - The Fields at Mattituck; 1000-106-08-77 STREET ADDRESS 4500 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Burn Plus ThB Intumescent Attic Gable End-Walls-2 inches Rafter R-39;End-Wall R-13 Knauf Ecobatt R-15 HD Walls Kraft-faced 3.5 inches Knauf R-11 Basement Wall Insulation Basement (draped-batt) 3.5 inches Band Joist:R-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: Garage Ceiling-16 inches Garage Ceiling:2-Layers Knauf Ecobatt R-25 in 2nd floor platform(total:R-50) The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING COMPANY STATE LICENSE 675 Elton Street STREET ADDRESS Riverhead New York 11901 CITY STATE ZIP /l"14 i i?a" 11/30/2022 SIGNATURE DATE Contractor's Submittal 1�S�� f✓ Material approved for use in project. �,.•` tiI. aA%{ `' t KNAUF INSULATION, INC. 4500 Stanley Road,Mattituck `f;i�4� One Knauf Drive Approved by D'Amaro Engineering and Surveying,P.C. _ �" �{° ,a' �: Shelbyville, IN 46176 viii�d, r`�•4'e �� Technical Support r ,�'3t O2��.•y+q�� (317)398-4434 ext.8727 CHECKED E 2022 info,us@knaufinsulation.com !llfJ!!!lPid1111�• 01-20 0 2020 Knauf Insulation, Inc. DATA SHEET Basement Wall Insulations with ECOSV Technology OR THE WORLD WE LIVE IN." DESCRIPTION Hunter Insulation Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR: Mpg: The Fields at Mattituck- Lot 23 a perforated facing that can be left exposed. It is also available June 16, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you DATE: the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MOREFOR WE LIV E IN. The perforations in the facing allow moisture to pass through the material, reducing the possibility of condensation and ensuring productsKnauf Insulation ® Technology •.- e .. -. e . .. •. . .- alternative to proper thermal performance. . - phenol/formaldehyde binder traditionally •e i n f 1 berglass prod e - bio-based APPLICATION • New construction or for retrofit in existing homes binderholdsout product toge " product uriique appearance and makes it e SPECIFICATION COMPLIANCE All,Of our,products e eresources, • ASTM C665 such as.recyqled glass and sand. Ana proud to • Type 11, Class A, Category I I be putting glass bottles . work • IECC Code for a continuous R-value with a Class A Fire Our productsof 50% rating with no further modificationmillionbottles each month. INDOOR AIR QUALITY • EUCEB Certified with ECOSE#. Contractor's Submittal Material approved for use in project. 4500 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. `` +'`' _ '. R-Value Dimensions Facing 3.5"x48"x60' `~ R-11 PSK Perforated (White) 3.5"x 88"x 60' Property(Unit) Test Performance Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. A Plus ThB N�O-BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International Residential,and National Fire Protection Association Life -- Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified intumescent coating,Plus ThB is applied to spray a polyurethane foam insulation,achieving the fire - - —' performance prescribed. v ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: gallon drum (208 L),net 45 gallons (170 L) 586.5 lbs. thickness,which shields the substrate and significantly (1 Shelf Life: 12 months in unopened sealed containers, reduces its rate of combustion. properly stored Designed with the professional in mind,our simple one- Storage: 40°F (4°C) -90°F (32°C) coat spray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula, available in white and tinted coloring. PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes: ER-305,TER 1905-03 Intumescent Color Wheel&Tintina Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat Assembly BASF/FI 30-09 PH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90 minutes Contact Materials Overcoat: Water-based with pH of 7-8 Contractor's Submittal Safety: Plus ThB Safety Data Sheet(SDS) Material approved for use in project. VOC Content: 18 g/L 4500 Stanley Road,Mattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amaro Engineering and Surveying,P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc.warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at htti2s://www.noburn.com/policies-procedures/ ©2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document may change without notice. Made in the USA SUBMITTAL SHEET DATA SHEET EcoBatt® insulation I SAIL TIDN with ECOSP Technology t FOR THE WORLD WE LIVE IN! DESCRIPTION Hunter Insulation EcoBatt batt insulation is a cost-effective thermal and acoustical CONTRACTOR: Mpg: The Fields at Mattituck- Lot 23 barrier for energy-efficient construction. Ecobatt insulation DATE: June 16, 2022 products can be used in new and retrofit wood and metal frame applications in residential, commercial and manufactured housing structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOING MORE • • THE WORLD Free batt insulation is flangeless kraft-faced batts that friction fit between 16" on center wood studs, eliminating the need to staple. 'Knauf Insulation products with,ECO$11i Technology are .,• using our patented, e , ,. -, binder APPLICATIONS phenol/formaldehydealternative to the traditionally •, inf iberglassprodprodil The bio-based • Cavity walls, exterior and partition walls, floors, ceilings, binder , . our product together,. pro attics, basements and crawlspaces gives unique appearance and makesit forma Idell ree. SPECIFICATION COMPLIANCE All,of our productse , • ASTM C665 (facing); such as recycled glass and sand.And , • Type I, Class A, (Unfaced) be putting glass, bottles back , • Type 11, Class C, Category 1 (Kraft) e „ r • Type I11, Class A, Category 1 (FSK-25 foil) recycled • . bottles „ • Type 111, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-M WAIECOSE • State of Minnesota INDOOR AIR QUALITY _ - • UL Environment • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free • EUCEB Certified Contractor's Submittal Material approved for use in project. 4500 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. Property(Unit) Test Performance Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced:0.05 perms Water Vapor Sorption (by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. Lug- a3 S Town Hall Annex J t" Telephone(631)765-1802 54375 Main Road " Fax(631)765-9502 - 144! SI P.O.Box 1179 Southold,NY 11971-0959 . . BUILDING DEPARTMENT TOWN OF SOUTHOLD &I 2023 C E R'JJ F I.C.A.T.LO N Date: :.:��'. Building Permii No. W��w Owner: (Please print) Plumber:... =Q _.... ,(Please print) I certify that the solder used in the water supply system contains:Iess than 2/10 of M lead. umbers Signature) Sworn to before me this . day of 20 � Iplr rRRLnrr cant i, STATE c� ,'OF NEVV YORK`S NOTARY PUBLIC j N 1 , - Qualified in Sufi*County r N o Notary Public, �C—+ cty ,�0o�� 0 P81168,•Oh\,,qo s --- 5 �'•.,,SOON EXP�R 1��0� '�•/1111/1111111111, y: mom PA Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR°Homes Certified Home Address: 4500 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: April 25, 2023 Outdoors Temp During Test: 53 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.4 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.4 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heat_ink System Primary: Yes ✓ No_ Tyye: Furnace ✓ Boiler_Heat Pump_Other 1 z Venting Tvne s. Drat Sin llaw-e Sin llage CO . CO E tcien Fuel Tvpe = Ctrcle.TPascal orst.Cdse Natural ' (Worst. (Natural) Rating: N_P✓ O_E_ N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 16 PPM 16 PPM Yes ✓ �: Standard Tank ✓ Indirect Tankless Size: 50 Style Common Vent❑ Water Heater.. Primary: No Instantaneous Commercial See Note (Gallons 4 91 _ _ ( ) Stand Alone s i Venting Types : :Dra S iSn 1laQe. Spillage(Natural) CO CO ,Efficiency Fuel.Type. (Circle Type) (Pascal) . (Worse Case) (Worse Case) (Natural) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 5 PPM 5 PPM OvenY Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM F Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater S le: Commonly Vented with.Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: - Date: April-25, 2023 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000.106-8-77 Report Date 2023-04-25 Data Filename 2021_026 4500 Stanley Rd.C.CC_HERS.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 52 Construction Site Owner/Agent Designer/Contractor HERS Rater 4500 Stanley Road Signature Five Loan Trust Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4500 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 4613 Conditioned Volume (cubic ft) 52890 Insulated Shell Area (sq ft) 8986 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5790 Maximum UA 498 Your Home Energy Cost($/yr) 5029 Your Home UA 471 Better Than Code (Pert) 16.0% Better Than Code (UA) 5.3% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R39,FG1,OC-SPFO** 1281 39.0 0.0 39 Roof 2: R39,FG1,OC-SPFO** 422 39.0 0.0 13 Above-Grade Walls AG Wall 1: R-20 Batt+RigidO** 2773 15.0 5.0 151 AG Wall,2: .R15,FG1,4-160** 237 15.0 0.0. 19 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,-Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 . New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-16.7 JD OC SPFO** 375 11.7 5.0. 23 AG Wall 4: R15,FG1,4-160** 110 15.0 0.0 9 Joist 1: Cond -> ambient 164 13.0 5.0 0 Joist 2: Cond -> garage 25 13.0 0.0 . 0 Joist 3: Cond -> ambient 65 13.0 5.0 0 Window 1: U:0.30, SHGC 0.27 DHO** 239 0.300 72 Window 2: U:0.30, SHGC 0.28 DRO** 82 0.300 25 Window 3: U:0.28, SHGC 0.31PICO** 71 0.280 20 Door 1: PCH Front DoorO** 32 0.230 0 Door 2: PCH GarageO** 18 0.150 .0 Door 4: 1-3/8 Wd panel 12 1.111 0 Floors Over Garage Floor 1: R30,FG1,X-160** 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Blanket-loft-paO** 1587 0.0 11.0 86 Wall 2: R-11 Blanket-loft-paO** 250 0.0 11.0 14 Window 4: U:0.29, SHGC 0.27 CSO** 28 0.290 8 Door 3 22 0.220 0 Duct InsulatCatueI nfi ltrati Htg: 1.89Mechani Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Cooling:Air conditioner, 24.0 kBtuh, 16.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current . energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the REWRate- Residential Energy Analysis-and Rating-Software 06.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO,'Boulder, Colorado. Page 2 of 3 REA/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name-Title Signatur Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 !eyi E ONE r 7 �r Bunch, Connie From: Lanza, Heather Sent: Monday, February 13, 2023 10:04 AM To: Chris Dwyer; Bunch, Connie Subject: RE: Lot 25 - Fields at Mattituck Hi Chris, They were just double-checking. The Fields is all set with Planning and c.o.'s can be issued on the houses being built there. Heather From: Chris Dwyer<cdwyer@lkma.com> Sent: Monday, February 13, 2023 6:40 AM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Cc: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: Lot 25 - Fields at Mattituck Good morning Connie, Our,office was notified that the CO (Building Permit#46517) on Lot 25 at the "Fields at Mattituck" subdivision could not be issued due to a letter from Planning needed. When this became an issue earlier, our office coordinated a site walkthrough with Southold Town Planner Heather Lanza. At this meeting we went over setbacks, maintained vegetated buffers, etc.... It is our understanding that the manner in which these lots have been developed was considered satisfactory to the Department. I have copied Heather on this email so that she can concur. If not, we would hope that a site visit could be performed as soon as possible to confirm that Lot#25 (like all of the lots) was built in strict accordance with the approved final plat. Regards, Christopher F. Dryer I Associate L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 t (631) 286-8668 X2451 f(631) 286-6314 www.ikma.com I cdwyer@lkma.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i f • r REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-77 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2022-06-16 Data Filename 2021_026 4500 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage_ 13% Heating Degree Days 5294 HERSlndex 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 4500 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4500 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance . Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5742 Maximum UA 473 Your Home Energy Cost($/yr) 5291 Your Home UA 459 Better Than Code (Perf) 8.0% Better Than Code (UA) 2.9% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter' R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 422 39.0 0.0 15 Above-Grade Walls AG Wall 1: ,R-20 Batt+Rigid 2773: 15.0 5.0 151 AG Wall 2: R15,FG1,4-16 237 15.0 _0.0 19 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. 1 REM/Rate - Residential Energy Analysis and Rating Software v1660.4 New York Compliance Certificate Gross Area Cavity Cont: , Glazing or Door Assembly or Perimeter , R-Value. R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 375 13.0 5.0 22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond ->ambient 164 13.0 5.0 0 Joist 2: Cond -garage 25 13.0 0.0 0 Joist 3: Cond -ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, 5:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1270 . 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired,air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of.the 2015 IECC as.amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is,built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REWRate-Residential Energy Analysis and Rating Software v.16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 r y REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. JCMV Name-Title Signatur Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 { i 1 Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Building Information Conditioned Area (sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(445 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v1&0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. C y - Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Above-Grade Walls [ ] 3- Wall: R-18 SPF+Rigid (375 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4- Wall: R15,FG1,4-16 (110 s.f.), Between conditioned space and attic R-0.0 continuous insulation; R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II 111 Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: East Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: East Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: North Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-4 Orientation: West Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,-Colorado. Page 2 of 8 Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry D'Arimaro Rating No:2021;026 . RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0.30 (41 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: West Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., West), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: West Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-7 Orientation: West Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: East Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors,describe features: Name: W-9 Orientation: East Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., East), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: East Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-11 Orientation: East Comments/Location ( ] 12. Window: U:0.32, SHGC:0.35 (6 s.f.,'North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: :. Name: W-12 Orientation: North Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., West), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: West Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: West Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f., West), U-Value: 0.260, SHGC: 0.300 . For windows without labeled U-factors; describe features: Name: W-15 Orientation: West Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: North Comments/Location REM/Rate- Residential Energy Analysis and Rating Software,v16.0.4 This information does not constitute any warranty of energy costs or savings. Q 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 y 1 Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: West Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: West Comments/Location Doors [ ] 1. Door: PCH Front Door(32 s.f.), R-Value.4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Slab Floors [ ] I. Slab: R-0 Paramount (1723 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount(1309 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / inset Comments/Location Rim and Band Joists ( ] 1. Joist: FF to outside (164 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist: FF to garage (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / inset Comments/Location [ ] 3. Joist: 2F to outside (65 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 11 III Face / inset Comments/Location REM/Rate- Residential Energy.Analysis and Rating.Software.v16.0A This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder,Colorado. Page 6 of 8 v s Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16' Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Mechanical Equipment [ ] 1. Heating: Fuet-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gat. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day,.85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2442) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate- Residential Energy Analysis and Rating Software.v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection Checklist - Property Organization HERS Oasis at Mattituck,-Corp. DAmaro Engineering Projected.Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg a Date: 6/16/2022 Duct Leakage Code Requirements for IECC 2009 1ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and4Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 - Building SummaryD EC F � V E JUN 2 7 2n22 Property Organization HERS BUILDING Oasis at Mattituck, Corp. nD DAmaro Engineering Projected Rating TOWN OF SO®�P-LD 4500 Stanley Road 631-878-7808. 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg .fi PropertyiBuilder Infocmatt!on ���� ... � _ Building Name New Home 1000-106-8-77 Owner's Name Oasis at Mattituck, Corp. Property Address 4500 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builder's Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address peterCmodernagehomebuilding.com Plan/Model Name Oasis_2-R-S Community/Development The Fields at Mattituck-Lot 25 Identifier/Other 420-23 Organization, Infocmaton- ___...�_. - Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com Rating/RESNET:Infoi'mation ��� `fr� �_ ��� Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Jerry DAmaro Rater's ID 2614397 Raters Email jdamaroCoptonline.net Last Field Insp 2022-06-16 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_026 Rating Permit Date 06/01/2021 REM/Rate- Residential Energy Analysis and.Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. r 1 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16. Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg .T...- Gene17 ti>ilding Information ::;: n77= Area of Conditioned. Space(sq ft) 4604 Volume of Conditioned. Space 48830 Year Built 2022 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation..Wall-Information: Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grr 163.67 8.00 7.00 1.00 0.055 0.086 to garage R-11 Paramount, Cond->garage/gmd 25.00 9.00 7.00 2.00 0.058 0.086 *Uo Value Combo combines wall, airfilm, and soil path 7-7Foundation WaU:Library L°est Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate-Residential Energy Analysis and Rating Software v16.0A This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder; Colorado. Page 2 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.big �F011nClatlOtl Wall L>Ibrary-List > :'" �; a Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall �S br{Flgor,Information 1 _ �` Y �' �� Name Library Entry" Area(sq ft) wDepth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1723 7.00 169 169 0 Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0_ Under-Stab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD �FrameFFloor Informat>lon � � ,w4� �__ _ r:.� Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond ft garage 18 0.035 Frame Floor Library;L>Ist ,r � - " Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness(in.) 9.3 Cavity Insulation Grade 1 Joist Size(w x h, in) 1.5 x 9.3 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 REWRate .Residential.Energy Analysis.and Rating Software v1'6.0.4 This information does not constitute any warranty of energy costs.or.savings.- 0 1985-2020 avings:©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 14 Building Summary . Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg ga777r 7777777777 me.Floor Library List , Floor Covering HARDWOOD Note JTD Rim and Band Jo1stA forma lon Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value' Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond > 163.70 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond -> garage 25.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond -> 64.70 5.0 13.0 2.0 16.0 1 0.056 ambient a Above=Grade Wall: Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond >ambient Medium 2773.00 0.054 to garage R15,FG1,4-16 Cond -> garage Medium 237.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic->ambient Medium 375.00 0.058 to attic R15,FG1,4-16 Cond -> attic Medium 110.00 0.079 Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JD,Batt+ Rigid Foam Above-Grade Wall: R15,FG 1,4-16 Information From Quick Fill Screen REM/Rate.- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020.NORESCO,.Boulder, Colorado. Page 4 of 14 r Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 " Mattituck, NY 11952 Jerry D'Amaro' Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg ,AboveGrade WaU Library.List __. Wall Construction Type Standard Wood Frame Continuous'Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0' Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-18 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness(in) 2.0 Frame Cavity Insulation Grade 1 Stud Size(w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam Window Information ���� , , F _ � :� _ ` � ;•r:• :;" Overhang � Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 East 0.320 0.350 45.00 6.0 1.0 6.0 0.85 0.70 None None W-2 AGWall1 East 0.320 0.350 45.00 1.0 1.5 6.5 0.85 0.70 None None W-3 AGWall1 North 0.320 0.350 6.00 1.0 1.5 4.5 0.85 0.70 None None W-4 AGWall1 West 0.320 0.350 32.70 1.0 1.5 6.5 0.85 0.70 None None W-5 AGWall1 West 0.300 0.300 41.00 1.0 2.0 8.5 0.85 0.70 None" None D-6 AGWall1 West 0.300 0.320 41.00 1.0 2.0 8.5 0.85, .0.70 None None W-7 AGWall1 West 0.320 0.350 9.00 1.0 1.5 4.5 0.85 0.70 None None REM/Rate Residential Energy Analysis.and Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering. Projected Rating 4500 Stanley Road 631-878.7808 2022-06-16 Mattituck, NY 11952 Jerry D'Amard Rating No:2021_026 . RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg W - Inforonwn G" +a _ s Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer. Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-8 AGWall1 East 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall1 East 0.320 0.350 32.70 1.0 5.0 10.0 0.85 .0.70 None None W-10 AGWall1 East 0.260 0.300 23.30 1.0 2.0 6.0 0.85 0.70 None None W-11 AGWall1 East 0.320 0.350 6.00 1.0 1.0 4.0 0.85 0.70 None, None W-12 AGWall1 North 0.320 0.350 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWall1 West 0.260 0.300 16.00. 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 West 0.320 0.350 32.70 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 West 0.260 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWallI North 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 West 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most W-16 FndWall1 West 0.280 0.250 6.00 0.0 0.0 0.0 0.85 0.70 Most Most Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWA 1 32.0 0.189 4.3 No to garage PCH Garage AGWall 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No Attic Access Attic Access AGWall 4 11.5 0.168 5.0 No Roof Inforation m Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement-or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1281.00 1540.00- Medium No Sealed 0.035 No No Attic 1st sty R-39 SPF SA 422.00 445.00 Medium No Sealed 0.035 No No Attic Roof L9lrary Ceiling: R-39 SPF SA Information From Quick Fill Screen REM/Rate Residential Energy Analysis and,•Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado: Page 6 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Roof Library Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness(in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD REM/Rate- Residential Energy Analysis and Rating Software.v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder,,Colorado. Page 7 of 14 i Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg �— Mechanical-Equicirrient. _ �a 77777 Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 {�°Head• Prop.Furn,64k,96%JD s _ - , SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH07OXE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 Water Heater Type Conventional Fuel Type Propane Energy Factor 0.70 Recovery Efficiency 0.82 Water Tank Size(gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note A.O.Smith GPVT 50 200,AHRI 5497170, JTD Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 y 2: Coot..JD,;15.1 SEER;34.8K. v REM/Rate Residential.Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 - 2022-06-16 Mattituck, NY 11952 Jerry DAmaro" Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 All bath faucets Et showers<=2gpm false All DHW pipes fully insulated >=R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.51 peRatio 0.65 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 23.51 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis:and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 9 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Duct�Systems� _- � � �. ,• �s Name main Conditioned Floor Area(sq ft) 4604.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 932.3 Return Duct Surface Area(sq ft) 345.3 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO;Boulder, Colorado. Page 10 of 14 i Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg �Inf,�ttraton andTMechanicat Ventilation� 3.:7-J. Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH C 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 11 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Lights and Appliances � r Rating/RESNET audit Ceiling Fan CFM / Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER (kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO., Boulder, Colorado. Page 12 of 14 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 . Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg 6Mandatory Requirements` � :� - :- IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 false Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1723.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate.-Residential Energy Analysis and Rating,Software v16.0:4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 13 of 14 v Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating . 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg OE Zero Enemy-Ready Home; m Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. �..... ..-...,,..,_,.,..�,......_.:..:. .,n,-;,•,--T•T^':---ter.-"'^"`.-:,••a..._�,,;^"^P.•m,..,.-r a.-- .- ,,."? ' -ter-- - -T�,"�,--7777..7 _ -x Active Sotar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 14 of 14 REWRate'- Residential Energy Analysis and Rating Software.v16.0.4 Ne' w�`,York Compliance Certificate JUN. 2 7 202 Project Title: New Home 1000-106-8-77 BUILDING DEFT Projected Rating: Based on Plans - Field Confirmation Required. TOWOFSOUTs r� Report Date ' 2022-06-16 Data Filename 2021_026 4500 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 4500 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4500 Stanley Road 3080 Route 112, Suite C Jerry D'Amaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 The items below will be inspected for energy code certification.Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5742 Maximum UA 473 Your Home Energy Cost($/yr) 5291 Your Home UA 459 Better Than Code (Perf) 8.0% Better Than Code (UA) 2.9% Gross Area Cavity Cont.' Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 422 39.0 0.0 15 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2773 15.0 5.0 151 AG Wall 2: R15,FG1,4-16 237 15.0 . 0.0 19- REM/Rate 9-REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985.2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity .Cont. Glazing or Door , ' Assembly or Perimeter R-Value, R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 375 13.0 5.0 22 AG Wall 4: R15,FG1,4-16 110 15.0 0.0 9 Joist 1: Cond ->ambient 164 13.0 5.0 0 Joist 2: Cond ->garage 25 13.0 0.0 0 Joist 3: Cond-> ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 .12 Window 3: Door U:0.30, 5:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1;X-16 18 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired-air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the,home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed'above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. �S-�W Qe - 6Mz� Name-Title Signature Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 r Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16' Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Building Information Conditioned Area.(sq ft) 4604 Conditioned Volume (cubic ft) 48830 Insulated Shell Area (sq ft) 8634 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1540 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Sealed Attic: R-39 SPF SA(445 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2773 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face/ inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (237 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder, Colorado. EnergyCodep Inspection checklist C, Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (375 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Wall: R15,FG1,4-16(110 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade' 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Walt Area Ratio: 0.13 [ ] 1. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-1 Orientation: East Comments/Location [ ] 2. Window: U:0.32, SHGC:0.35 (45 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-2 Orientation: East Comments/Location [ ] 3. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value: 0.320,SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-3 Orientation: North Comments/Location [ ] 4. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled 1.1-factors, describe features: Name:W-4 Orientation: West Comments/Location REM/Rate- Residential Energy;Analysis and Rating Software.v16.0.4 This information does not constitute any warranty.of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 i REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. Ln I further attest that I am a certified Home Energy Rater and affiliated with Id 'J , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards, wfwro ,"lerr b-! Zia-Zz Name-Title Signatu Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy P Code Inspection Checklist Property Organization HERS Oasis at`Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Windows and Skylights [ ] 5. Window: U:0.30, SHGC:0:30 (41 s.f., West); U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-5 Orientation: West Comments/Location [ ] 6. Window: Door U:0.30, 5:0.32 (41 s.f., West), U-Value: 0.300, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: D-6 Orientation: West Comments/Location [ ] 7. Window: U:0.32, SHGC:0.35 (9 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors; describe features: Name: W-7 Orientation: West Comments/Location [ ] 8. Window: U:0.32, SHGC:0.35 (33 s.f.,.East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-8 Orientation: East Comments/Location [ ] 9. Window: U:0.32, SHGC:0.35 (33 s.f., East), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-9 Orientation: East Comments/Location [ ] 10. Window: U:0.26, SHGC:0.30 (23 s.f., East), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: East Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 EnergyCodeP Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date:6/16/2022 Windows and Skylights [ ] 11. Window: U:0.32, SHGC:0.35 (6 s.f., East), U-Value: 0.320, SHGC: 0.350' For windows without labeled U-factors, describe features: Name: W-11 Orientation: East Comments/Location [ ] 12. Window: U:0.32, SHGC:0.35 (6 s.f., North), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: . Name: W-12 Orientation: North Comments/Location [ ] 13. Window: U:0.26, SHGC:0.30 (16 s.f., West), U-Value: 0.260, SHGC: 0.300 . For windows without labeled U-factors, describe features: Name:W-13 Orientation: West Comments/Location [ ] 14. Window: U:0.32, SHGC:0.35 (33 s.f., West), U-Value: 0.320, SHGC: 0.350 For windows without labeled U-factors, describe features: Name: W-14 Orientation: West Comments/Location [ ] 15. Window: U:0.26, SHGC:0.30 (16 s.f., West), U-Value: 0.260, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation:West Comments/Location [ ] 16. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: North Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering . Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Windows and Skylights [ ] 17. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: West Comments/Location [ ] 18. Window: U:0.28, SHGC:0.25 (6 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W-16 Orientation: West Comments/Location Doors [ ] 1. Door: PCH Front Door(32 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage(18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Attic Access (12 s.f.), R-Value 5.0 Comments/Location Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 .J . f Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Slab Floors [ ] 1. Stab: R-0 Paramount(1723 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount(1309 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (164 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist: FF to garage (25 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Joist: 2F to outside(65 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location REM/Rate rr Residential.Energy Analysis and Rating,Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date: 6/16/2022 Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling:Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2442) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty.of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4500 Stanley Road 631-878-7808 2022-06-16 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_026 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-77 Oasis at Mattituck, Corp. 2021_026 4500 Stanley Rd.P.CC.blg Date:6/16/2022 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq It CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate--Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 REM/Rate - Residential Energy Analysis and Rating Software 06.0.* New York Compliance certificate Gross Area Cavity .. Cont. Glazing or Door Assembly or Perimeter R-Value R-Value. U-Factor UA AG Wall 3: R-18 SPF+Rigid 315 13.0 '! 5.0 22 AG Wall 4: R15,FG1,4-16 110 15,01 0.0 9 Joist 1: Cond -ambient 164 13.0 5.0 0 Joist 2: Cond ->garage 25 . 13.0 0.0 0 Joist 3: ,Cond->ambient 65 13.0 5.0 0 Window 1: U:0.32, SHGC:0.35 248 0.320 79 Window 2: U:0.30, SHGC:0.30 41 0.300 12 Window 3: Door U:0.30, S:0.32 41 0.300 12 Window 4: U:0.26, SHGC:0.30 55 0.260 14 Door 1: PCH Front Door 32 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1;X'16 18 30.0 0.0. 1 . Basement Walls Wall 1: R-11 Paramount 1270 0.0 11.0 70 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 5: U:0.28, SHGC:0.25 18 0.280 5 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling:Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the,local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REWRate- Residential Energy Analysis and Rating.Software v16:0 4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-77 Projected Rating: Based on Plans-'Field Confirmation Required. Report Date 2022-06-16 Data Filename 2021_026 4500 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 4500 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4500 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 4604 Conditioned Volume(cubic ft) 48830 Insulated Shell Area (sq ft) 8634 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code'requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5742 Maximum UA 473 Your Home Energy Cost($/yr) 5291 Your Home UA 459 Better Than Code (Perf) 8.0% Better Than Code (UA) 2.9% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1281 39.0 0.0 44 Roof 2: R-39 SPF SA 422 39.0 0.0 15 Above-Grade Walls AG Wall-1: R-20 Batt+Rigid 2773 15.0 5.0 151 AG Wall 2: R15,FG1,4-16 237 15.0 0.0 19 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. r 1 1 a � I M., mllRul COMMENTS, 5 MA FOUNDATION ® ` �� _►LASy��_�.� e 1 • 1 Ban INSULATION PER N.Y. STATEENERGY , 1 _ r RVA- F.Wzmmr,7n! 'in MIA _�� G limit \ . •j , _A WV W-1 V Ulffm JA 10 Gly r Bi 90 I& 1 1 11IONAL COMMEN14 v - W/0 M - �'� �1 it of SWUNG ► ' , NEW 1 Now) ' Vv b 23 b `° off 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 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only { "2MJ 2 22 PERMIT N0. Building Inspector: f ' rid�%?uT - tr'J:.'r i-' .`, "7i'..�+•t ',' %h' :Y`;2;'"c wa .._. BUILDING DEPT ir4rse.;k,y;. ,., t'a^''s� w'p=y`:wT:-^,:•; ^'+.� 70 SA, licatia 3H pp n ani forms%must:pe<fi11[ed out in.titiei�;entire Encoiti `a� (?LD .ens :dai, ,2, .A..; - "S,z6r '!v' '.st;"'tt�:::-%^ u.�: 't+,.in::f�>"".`L�:;=^.:^•�'�i.` ._,?�' ?.z��1f�" c! aYiahswitl'iot6e' ce ted:,,Wore the;^ luarit<is _ vuner;W�'ri'':':"�'��; "Owner's Au arizratlon f s 1 be:corii fete! l° ' :ria,,` '• ;: . ::; - ..y,:ryii-"�'::t-c:=��� 't" '�.i�'`.'f?=.�k',�':5.�, "�f�:::i•�4^i:;:Y;:� `'h,:^r�^c".,.''.,:'t�:!�:w.�-:; - _ .`:as _ +t_.cL:�_ .?e.c.... -r<- .,•?.��.. _ -1.;2'Cyr.- a-ey:,,::. _ :;�;•`;,��.;;,' ...,. ..._. _ �i .., .. _. .µ....,..r...i-a Date:February 18, 2021 ;{:.max'.,=,!;, -,?',. :,#� •J"�Y :r.1..o..;ai✓c1"�-.<.�.�{r.`�...."�:�.:,:,_-;c8':cx;'•.;".,y,c,..> :+ _ ..sri�:.y.;c :•-r'-t�_:' :O.WNfR S�:O�:PROPER' .�.�;:.,. •�; K�:f��,,>=• _,�,f- ,xr _ `._ ,.�., e>:'r:_,;:":�' :•d.•.:_. Name:Zenith Property Group LLCscrM#1000-106.00-08.00-077 Project Address:4500 Stanley Rd., Mattituck NY 11952 _ Phone#:917-626-2996 Email:monumenta� Ipropert�r@yahoo.com Mailing Address:3080 Route 112 Suite B Medford NY 11763 r.,:;?J..Ye.erv':t`.•}e..Z:S.k;�.sa+`&..x,�`°"Sd .d ;:!S'Xii� - .✓ .e .,, _�•,•,,,.._.,_,-,,, :<.F:r:-� fr.•o'AA✓ ,C>.. .° m"�' •U�,:a: '-X•�°v�e :4... �•�Y;,. ;,H - .1.:�.•i%:�-i:-s 'ya,,.. .:.CONTACT; .'E _�` �, � �x,�`::..�� :� .�:�. �r;,.>_ ,.!z.. _ z.:'"-;:>:�'f ,.•�.r:'�•�;;��::�:, >; ..T a:'c '•.^Te6=c,;�<-,Tk.'::�:3-x,�*}-'t�h' .A'Y�%^:.M'..l'!... w .at':Kev` ',`::a:: :sC.. ir"^i., :5i�rt.+iu4 ";rn`^ -k/�> �a���':' .r5�,.: _ :Ter'.^.��11�_�i _::�.Y�i'. - !�^::{ _,fy,- _ ..1�:yhA i���sl,•.;,, i`:�•: '...>.�•,..';Y':�7:_?tai{:�:.:�r'�i:. :�' .... - ... ..:!regi•.:. ,..�: Name:Christopher F. Dwver Mailing Address:437 South Country__Road, Brookhaven NY 11719 Phone#:631-286-8668 _ Email:cdwyer@Ikma.com '.!-&•i't`�}t;X.:N"„�'Y�.'.Myk�::4'Yk..��•y_J:FLY'".,'v-A.�h'S)+ .'.k, A� 'rr+a'".� i4Pr!,' - '?+�-:`'/�`.1�•.>�*.°n"E>'';�S�'��'� ��'F.+1}i r. z.^ `;'�;"•�i�=r,'�`?-s;-3:r.<r: `-',>.a.:r,�..;; .. - i''DESIG 10 ACIN :Q�t A f :t•��::j! ,�;;;" s: � .>;;.,�:.�,-»c�='.='�'�'.+�•.... .:. _,�...4 *-.� '-:;R,.,,� ;��f .�. ::.,rti•al.�w - 111 TION 1 87",-: C s.,t>,A�i+;'d•,�.';,,..-';;:.. ,�y,;;.i;•.-H.-• �'i--....t-.�,: �r�`l>i:� - ,3.�.7.YH«�.,.a'.c�;aF <-w�,r'i.: r-sb:.+�»� '�F�`:a�..,.cFt^,< 3 'Nf�.S?t h'sr..�.,'4'�fa?ahS:��:.•.: ::z,.i,::•�s °r.S �i-rvk-;v.<. T�'�:i;..%�`.�`kk:ad,::::,.:<,�:[:�'wi;. Name:Robert A. Steele, P-E., Executive Vice President, L.K. McLean Associates, P.C. Mailing Address:437 South Country Road Brookhaven NY 11719 :_ .._._.._.,_._. . Phone#:631-286-8668 Email:rsteeleCcD-lkma.com rmo ..,:• .x ;y,p.; ^a;L ;i5d+�. :°s8 '�;_ ;'C.:'-.'1'�i :;C^.r,^ F-4'tS' XY'� :ii. �i4i'�� :�,. ss !3z.'...' 1;Y, .C.`^Pr .:r.':\i'.i:N=:;:ivd:'i�t..:::;.:::^;t.r.:,, a� -.�,;,-.• ..,,.. >CONTRACTe� dN �•:• -':¢; ;<..: s: .�:.:.w.�.<<'�:. ;:y:.r.:;- :.�;:=is'' ,:`,� �.�,.•: .-.� 1.;«:::+3�?:�fS:.�r;.a,t.�.;:.... .5„w�,w=r:•.:• :.:^..^tr.. ..1;..�, •.;,;.y .,..�,'r`.k ..Fp%.,,-. .-.,_ .,!.+'^„ ra,,,`S;•;t-T.� ..�..i�, ��ii,;%' - ,�u” Name:Oasis at Mattituck Corp. Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#:631-767-4807 Email: eter moderns ehomeb ,........�.pE-t . @ ,___ __._ 9.__�...�..._uilding.-com ESC BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? BYes El No Will excess fill be removed from premises? iRYes ❑No 1 'fY,.�t"i 3`;l:ti>:i.•:,::.:e:":'�Ja:' '�;a: :T.r:-.:'s`> '.4Y x.}-^'1":: ;"y^' - �.Y -`' '-•;`: >-;t.. `i ;�„ 'iF Y:.r .a' r-T° ..y.•. '„41 •°i' "ii2=�-, 's t�r'4:1'.:�:.,.:+;•;"`. ✓.x..q; - PROPJERTlNFO o:;i!` :,'71�zL, .�.^ :-5�. ~ ct. - ::Sk:3:,.�^v.'� h ✓"" .J_..,, ,'sTtr. - i:. - _ pi'rt-v Y:q"`�.y„t><':v;cl;..x zY;� iiyt;Y,-{,::qb..r;_- mit _•r;.max; Existing use of property:Vacant Intended use of property:Slfl9le Famil Residece ._. .__---_----------____._ -_. Y _.n___ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? IRYes El No IF YES,PROVIDE A COPY. ®tlieck"f3oxAft 'Readiri '>Ttie:oiime`uiritractor ilei __.�%x-�.. - ,.[/,,. .�., B!►.>5�;�'F,essinnal�;re nsilile;fo�:attlrainag�,a .,•� ;'`'sues as; <'w �!''is ','tea. -r.:?;}.-ai:- t.,i.",.�,<Y�7`:?:'", -'v.i:'>t:- ,•s ...,�,,�. ! gwrlre: P?LICATIOfV;(S;FfEitE81''141ADE tfie�8titi i s T Cha er?36:of:t e7 _ Y^' ,..�.�r .„ ,u4 _ saw• d ngVEsejiartLment"ori2eiiaiice Perrt+t �j �.:` ,I�utldlflgtYQRe'., �w. r:,cc.,a:.,tc.'rtv.•..+�:;-3.`•�'�'.x�.,x a,, .S> .,1:!`""-?' yr ss':'.::'r�"1.; j,t)fdh#erne Ufa#F�,Trnyi%<atiSnuciiolii Suffotk;�cun�y,Neuim'Ifu�Ic`•-ate ottie�:apptfcati�e:La� 8rilli�a�es ai` ttoiu�for:t �;•� 'S�YH' ':St _)-F.-' j , r;S': _ ,:Y.:^�i�.H... :�� �:i.K.4Fi: I.� �i.i.'x.y -• :....�_s^h,,rNe_corrstr�itc�Et ,of;b}+'i�d. s�;.�;:t;�i.-,,. adiiitions,,altea��ns oifor reriiu�ialor,deiiiot[tion as:teiein�`G,c��.��.,�,(�{�.C�{j!'`The, tcaric'a ��io;cort�..1,�'-inritti�a}I'd"- 1 iile� ,,•''��`'` �';�:,�; f-r,.F,�'"-..:W,`rf:.:H".If.'. .Y':J, ..rry�:Z:.t., u-.:,<, -<o✓r :J.Z-..:.:+zi'.�'•,v-F<•. � v,s: �.. 1�!i..,.r.: ,t){'tI CA �YIIS;;O�narlCCl�tt��dlTF8 t0�®,;:. hows�codearnf;regu'lations,arulto'admit�antlio �inspeob� `ise�ssarid`in bu�di�"s tor: 'j�� _ '- ,.�,,,z; r.,��=;;,.,.s;,� ,;�:;,j.;er+: ...rd�F,s,-,,r,._�..rr.,ti,.y:-�,;f:,�.:.:,.: .;��'csn;";, c:r:: <.v.:n' ,:f•. Faf190�StQte11�e173Sti� fCl�l,arCir' -prerit rpt.). •°rv'rY�pegticiixa. Glebe _frut�iisttabk:as'a-f�ass'A�mis -rtoc• .ariito8ection210' S'z• 'e: :``�-:•' „' ..�, .)�:��,r:�..-;�; :���;s^� �;_'a_;;;;,,;�.';,., :; .�:.>. ,.�.••,..-.,�.--.t.,w - .de1!!�a:, .P�t.. .:r• ?4, Of.th RI-ew�Yor[cSta�e,"Penal;lawc`': ,h (,x::•�;;:- <� ,.r.-%zx`f 'S-"-'�°�c.. - «Y'iY..: 55' _ - _ .':4D'i is j::F.f.ilii`-..G:1n. - �f�• u`Y,v-.l'.1�.�4.Z r5i'j.,`/...��':+Y•.wQ..: Application Submitted By(print name):Ch ristopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: �" `�Date: ary 1L8, 2021 Febru _ ~ STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer 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 Xday of February 20 21 _ Notary P I c CHRISTINE WIEGAND PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,State of New York No.01 W16210399,Suffolk Count'�y (Where the applicant is not the owner) Commission Expires August 17Z4?1 I, John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to the Town of Southo Buildi epartment for approval as described herein. oz 6 a Owner's S' nature Da John Popovitch,Zenith Property Group LLC Print Owner's Name 2 LIURAL. K. McLean Associates, P.C. :• 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER June 22, 2022 MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. Town of Southold VINCENT A.CORRADO,P.E. Building Departmentnn �n TAMARA L.STILLMAN,P.L.S. 54375 Main Street (NY-25) ® II U P.O. Box 1179 JUN 2 7 ?. 9 Southold,New York 11971 E ID BUILDING DEPT Attn: Mr. Michael J. Verity, Chief Building Inspector TOWN OF SOUTI-LiLD Re: "The Fields @ Mattituck"—Lot#23 (1000-106-8-77) -4500 Stanley Road Replacement of Aurora Model to "Oasis" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 Town of Southold Building Permit#: 45947 Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Oasis" Model which is now replacing the "Aurora" Model that was previously approved for this lot in Mattituck. This change was appropriately identified by the Town's Building Inspector (John Jarski) and office staff and we would like to memorialize this change with this submission to your Department. Enclosed you will find the following documents to support your permit review; • Four (4) sets of Sealed Architectural Plans. • One (1) copy of SCDHS approved Sanitary Plans & Permit Conditions • One (1) updated Storm water management plan • One (1) set of RES checks, HERS ratings, etc. for updated floor plans Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) TODAY':S CHALLENGES TOMORROW'S SOLUTIONS Since 1950 SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL., 13-17 INCL.AND 20,21 AND 27 MAP OF THE FIELDS AT MATTITUCK 'z FILED MARCH 31,2006 AS MAP NO.11370 LOCATED AT MATTITUCK MAP OF SUNSET KNOLLS SECTION TWO I TOWN OF SOUTHOLD MAP AID 5448, FILED 4/9/70 AREA SUMMARY � SUFFOLK COUNTY,NEW YORK -- -- -- --� -- LOT LOT AREA .NC. SQ.FT. SUNSET DRIVE 1 56,640 I— _6_I,_994 _ HF° y4°d 150' VIDE) I 2_ 61,994 _ Rm1 3 (Oq 1I rIII �� I�/1 h SGVA��YyJE,,LL SITf 100,312 N/F a1•P 5 38,395 DANIEL A r BRISLI77 40Ro uG, O�Sy R \o°Cz A:r 9rs.°NO N/F N/F V 'VO m HILL I I 413 1 N/fr I ANDREW ANn I MICHELLE AND I �I I 6 41,673 �3 I WF I JoI LONSTAN.INOS MARIA (STEVEN 14ICRGSI N/F L7L. °ts _ ] r` G0 ER p� ti 0 I WF 1 N/F ICATHERIN£AND M 21y N/F I AND MARKELLA I MAGRIPLES SUFFOLK COUNTY D0 Q4' I 36,951 PEGGY THANAS PANDO KLWSTANTINIDES I Q I LOULCU LaX VA TER AUTHORITY -.4, po f ,1 PERTSINIDES I y CGNTOVEROS l 8 32,744 1, Q S2r'48'40"E ,K m. — 6 Szs 100 .F�•aD'sm'£__ —— 4zzse' S r322.ea s2z•2Dro7'E _ __ 9 56,959 m a, N�LBRD E¢Y [aY Ov—cOiE�- 67000' JWD3' 10 47,933 �puaD Kc VIBE EXISrfNG AND/OR 11 37,104 , ' C4 RELOCATED q=o II I O �,C4 IRaPE-OLOSC7A10T0ED'V/RJ2_1tVt 13 51,437 XWscrx na 14 50,850 61 mIo- PS I0asDc0TGa¢Tw 15 49,208 =rig ME MNvaz 16 37,240PETER RETENTBN PSYLLOS � df- mf y I JQ-P / I A /•Y�i� -AREA'A'���� \ 1L y P < 2`/. 1 �y 1 17 30,931 m m moo' �' "4 �44lid/fir SUBJECT j4t 20 32,685 _ a / l, ,. i PROPERTY PN ly o9 SCTA AIM "SCTAL MEE ,,•�,_ . N/F m^m '� iam-fasw-0em-oy4mo / Tem-lawo-¢ero-awmo v �. �. 21 41,195 RRE ROW CLC ���--�4' 22 31,876 ES 9jG Wn1 g / _� l• B'Pri �Y�- `'6'- Itl�-�P ` I /. I � 24 32,803 TOWN OF SOUTHOLD °f NrCKCLA3Larin Dtnn ^I ti •' /6 urx Au. 2 t` rc°ly DL �-'� 25 KANELLOS 1q2 I O O FF .CC.Tx ATt - l(.m¢106tm'06LO'aepm SCTX AQ ` I� y 1000-106[0-08®-d]OJD10 1000-10500-08aa-OTALW •�' I M63B70"V 204J10' 26 32,01� p0 44amr1'�Tacw-oero-0s6� .,��. _ 3 Jr I W�_:' 27 1,367,048&CIA Au ytl I .Po sb ;' Imrrlcsm-0a0o-aesm0 I�' ROAD 145,800 p ��MID K4N �.I 20'WIDE 22 a a.1 x 2,481,801 RELOCATED �Nc W A ROW. ` urx ME uTx la 24 `•4'' 8TA 56.974 ACRE +D AVE N/F ((^_'H Wim. K. 1pA'N106P0-0800-071000 le]T-f06M-O9M-a)6n0a 23JE- UGO RIWDINONE W.o O I��°• � �. �`. /IY}- uTiasro-mm um ltno-robaa-os0o-onam .So-VIDE WATER NAM •ss •� 'e Y•5'w ,-yc;�' )W_ P -- E.- �g EASEMENT I svFFOLKCTO TMrE ��. ' . \ L EGEND OUN VATER AUTHORITY � N/F Q TREE -+ AREA=145,900 SOFT- �< - 9 / CARL7L G KER ....... - ' ;="�" N: - a ® DRAWADE MANHfdE LOCATION MAP t• O O ' •�, \ urx AD c ® ELECTRICMAA00D.E (NO SCALE). '2O FIRE HYDRANT !OW-f�W-O90P063D00 Z EVE STRAUSMAN VINSTON V I I 11+An' O SCrx M SCTx M O J•. O 3 ® -. .. CA CTUEPHM$MANl�.E 1LW-mw-OBW-059,M 06 1000-f .eFmw-064400 ® ROUND DRAIN BA. r NOTES lFERMERLY ARTHUR BURNS( .�. =TA ML urx Au Btrx Au a Fa VATER VALVE . Z ..` 1000-1�(tl-oeW417D00 1nao-10600-080a-151D00 l�Jp Y1 ® VATER METER N 7. MEAS(/REMENB AREWACCOROANCEWITHVS.STANOAROS POINT OF' ® .. .. G11X.E ry BOX O 1Y006AT 2 .. .. TTRUCI(!FILED MARYyf 3. 1R1 T10 ,2 rnw THE Sf1FFO1XCOUNTYCLIFKSOFFICEAS ALIPNu 71370. � O �� J. ELEVATIONS REFOERENCENAVDSNO�ON'TfQ=F1ELDSAT MA DEciNNrac R AREA w 117 ,�, TELEPHONE N23•f5 /05T/•OQ•.V M20RB'OOW 410.85' N22.39'00'N 200.06' N/F At21.2020'N 854.131t 0 ..... WELL UNAVTr10RMEDALTERATION ORADDMON TOA SURVEYMAP BEARING A LJCENSEO LAND DOUGLAS A AND FRANCES M COOPER -- - / A SURVEYORS SFALISA VIOLATION OF SECTION 7209,SUBDMS10N2 OF THE NEW YORKSTATE — _— EDUCATION 1000. 5. ONLYCOPIES FROM THE ORIGINAL OF THISSURVEYMARKED WRMAN ORIGINAL OF THEL ND SURVEYORS SUBO.SSEO.OR'/IWM'SEAL SHALL BE CONSIDERED TO SEVALID TRUE COPIES.. PRCPERTY IS SUBJECTED TO: 6. CERTIFICATIONS INDICATED HEREON SIGNIFYTHAT THIS SURVEY WAS PREPARIN • DECLARATION OF COVENANTS AND RESTRICTIONS IN USER 11635 ACCORDANCE WITH TIIEEXIBTING CODE OFPRACTICEFORLAND SURVEYORSADOPTED SYTHE PAGE 254(NOT LISTED)AND LIBER 12369 PAGE 816(NOT NEW YORK STATEASSOCUTION OFPROFESSIONAL LAND SURVEYORS SNDCER77FICA7IONS LISTED). SHALL RUN ONLY TO THEPERSONFOR WHOM THESUTM IFYISPREPAREOANO OHMS BEHALF TO • DECLARATION AND COVENANT FOR ROAD DEDICATION AND THE TITLE COMPANY,GOVERNMENTALAGENCYANO LENDING MMVU770MUSTED HEREONAND HOMEOWNERS ASSOCIATION IN USER 12429 PAGE 522(NOT TOTHEASSIGNEESOFTHELLWGINGWSTnln7OIL CERTIFICATIONS ARE NOT TRANSFERABLE TO LISTED). .SQJ125ACDRIONALWSTRUTXWSORSUBSEQUENTOWNERS. • ELECTRIC AND TELEPHONE EAENT IN USER 20 PAGE 531 (AFFECTSSTREETS). 7. UNDERGROUND UTILITIES SHOWN ON THIS SID7VEYAREfROMV7IUTV MAITKOUT LOCATED ON • ELECTRIC EASEMENT IN USER 10702 PAGE 482(NOT APPLICABLE)- THE GRCVNDAN60RRELORD PLANS BEFOREANYEKCIIVATIONIS TOSECAALL • WATER EASEMENT IN LIBER 12495 PACE 137(PLOTTED). UNDERGROUNOU17UTIl3SHOU1DSEVER(FMASTO THFJRLOCA77ON,SIIEANOT)PESYTHE 3 RESPECTNEUTILTTYCOAIPANIES S. RIGHTS-OFWAYNOTSMOWNARE NOTCL9LNFM 9, THE SURVEY CLOSES MATHEMA T=UY. f 10. 20NING USE DISTRICT.AC(LOTS 1.26)AID LOT 27PR0T£CTHI. C I DATE BY DESCRIPTION APPROV. BY REVISIONS y Town of Southold Suffolk County, New York a i TITLE SURVEY _ SUFFOIx(bUN7Y R67L PROPElTTY TAX MAP NO. CERTIFIED TO' Property at Mattituck TOWN OFSOUTHOLD, ZENTTHPROFERTY GROU EHEYERCOURT P, .-T` DISTRICT/Dan c arN "THE FIELDS AT MATTITUCK" SECTION 113.00 JOHANNA RICHARD 2012 TRUST: lQ\ L•°J'j -- SLLOCK X002 GRAPHIC SCALE BROOXLVNTIMBERLLC #�<pAN L'SF/ 9� L. K. McLEAN ASSOCIATES, P.C. LOT d reOy ,*MWcemjh aP--adehvm __Y¢nacLlal ;�, z • CONSULTING ENGINEERS & LAND SURVEYORS AND fAe SUFFO(I(COUNiY REAL PROPERTYTANAfAPNO. ' >W mmpkW ey mem fd1=020. 437 SO. COUNTRY ROAD. HROOKHAVEN, NEW YORK A TOWN OF SOUTHOLD' ',- Sheel No. 9 SECTION 1W_� ( IN FEE(') (�' 450528 �O� DWgned BY G.L.B./O.M. Srale: 1"= 100' 1 Lq �L p BLOCK 08.00 1 inch= 100 LL TAMARA L STILIMAN.PJ-S. III MOD ' Oram BY, T.L.S./D.M. Dale: 10/12/2020 S9a LOTS 054000W70WINCL md059.00"SODDINCL NYSPLS No.W528 2 erd067.8T0071.0001NCL and 074.000 and 074000 Approvetl Bye T.L.S FJa No. 20099.000 SURVEY OF PROPERTY ON THE SUBDMSION MAP OF THE FIELDS AT MATTITUCK LOT 23 FILED MARCH 31, 2006 AS MAP NO. 113.70 170;2 9' __ SITUATE AT \� ,58- E --� ' s MATTITUCK xss; TOWN OF SOUTHOLD ,s —�--- "�� 25 SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 33,931± SQ.FT. OR 0.779± ACRE N_ \ %`9l) \ r� \` �. \ NOTES \ 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 54.9 x \ 2. BEARINGS AND DISTANCES AS SHOWNON'THE FIELDS ATMATTITUCK,FILED MARCH 31,2006AT 111 THE SUFFOLK COUNTY CLERKS OFFICEAS MAP NO.11370. '\ 3. ELEVATIONS REFERENCE NAVD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE ; EDUCATION LAW. S 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN OR/G/NAL OF THE LAND • SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. \ 54 O 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN X -VACANT— ACCORDANCE WITH THE EX/ST7NG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE \ -pply- NEW PORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS \ % b SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO ti THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFIC477ONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. \� V. 7- UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED % THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL lS�` PEND UTILITIES T I L TCOMPANIES.IESSHULBE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BYTHE RESPECTIVE B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. Z � \ / 9. THE SURVEY CLOSES MATHEMATICALLY. % I , 53 7 � 00 9 Abp, s ` / % �, W LEGEND \� ��` ' '`�� * j/ r """""" 53.3 % L. S ip 0 ' ' ELECTRIC MANHOLE \ ✓� 24' G� �p� �`` '""""•.... CABLE TV BOX \ 9 """"•""' LOT NUMBERS \ N ,de,1 ~ y -............• BUFFER AREA ` 3 —T—•••.•....•.•.. UNDERGROUND TELEPHONE I . ••••••••"•"'WATER VALVE o\ ' :J ® \ .65°2 l�F� 050528 """'••""'WATER METER \ `- S —E---•-•-•••-••••UNDERGROUND ELECTRIC `\ \ ®LANWO DATE BY DESCRIPTION JAPPROV. HY REVISIONS \ —W—•.••••••.•••••UNDERGROUND WATER x5 � Town of Southold ■ .............•CONCRETE MONUMENT CERTIFIED TO: Suffolk CountV, New York 1.JOHANNA RICHARD 2012 TRUST 2.FIRST INTERNATIONAL TITLEAGENCY Stanley Road @I X53.0 `\ ,\ Mattituck, New York I hereby certify that this map was made from an actual survey Survey of Property SUFFOLK COUNTY REAL PROPERTY TAX MAP DISTRICT 1000 '� completed by me on 05/13/2009 and updated 11/25/2020. CNSULTINGCENGIINNEEASSOCIATES LAND R`vr;1 tiicS SECTION 106.00 437 SO. COUNTRY ROAD, HROOKHAVEN, NEW YORK BLOCK 08.00 ' S—yed By: KG/JL scde: 1'=30 sheet N. LOT 077.000 TAMARA L. STILLMAN,P.L.S. Bro. By, ccD uot� 12/09/2020 ll ¶ P�\20099.000 NYSPLS No. 50528 20099.000 Flelds P Mattituck£ngr S Survey\Survey Dept\Drawings\20099.000 lot 23.dwg 6/29/2011 4x17 PM Tamara Stillman Il approved By. TLS Flie Ne. /Q4 SITE PLAN DATA : ZENITH PROPERTY GROUP LLC �0 / 4500 STANLEY RD., MATTITUCK NY 11952 � < 1000-106.00-08.00-077.000 SITE AREA: 33,931 SF /0.779 ACRES LIMITS OF GRADING: 34,345 SF /0.788 ACRES : NO WELLS LOCATED WITHIN 100' ' rq VO SEDIMENT ON SITE �' � F SLL.T FENCING "I m / .x4+�"< •i .,+%i'L.v�,'<..i.i,Yr:�.}ig•«.�.ai MP;a.^l`.'„+�4ti) �y� S / I / �` i 9�,;Hv .i:i1"1'tY.?x~_.1.P..+:,�e!4'b�:tit�:.a:<•;�+t) �.,�.�•.,Z,;.i;r:: ' � I Q t1 / �,y; `��" +.:4�.•lrY�< %1Y*NS .1.N•I•"�..� � `'.<r4 Z•+L Y.gVtY.ti ) W ' / �C:l••' i4+��.Ii�y 1�•��: �:A Y'.l:l'y'y..11•�`M,..!�_�Tr.r..(�:•..y: W F `v7 i�+,e,���n.r s;'1<• ..:✓+•ln.•vi.illi."•,'�`?� T.e•`IC .LOdd m I Iti d ;.'••�.{•Yrl` �, C{sr,tS+.wjr'v:a""'��..�:.:ati'i�• »Ati.'.!••Y•,"= / /�•�� '1'L M.'v Y>• 54'y`)`A�V�1.<- �Ci.' S�•<.",�.;+M`�••.:;t .4°•i.e�.�..,.,2"4 q_ r .....:;}._ PROJECT � // 7vq),O,oO�T��sT � �+,n ��•.i<cw.::5:. w.<';::_V:, a.i�. �•;�ir-:':}<<->::.�:':�`�w .0 r. o / �.� :.� .,...:.: ... .- .. LOCATION •,� CON5RtUCTpN ENTRANCE-FOUNDATION � OF COMPACTED 3/4'SME BLEND OR N.Y. STATE D.O.T.APPROVED R.C.A.FILL TO 18' PROPOSED �� / + (MI..)ABOVEEXISTING GRADE FOR CC2yp�F��� qty. CONSTRUCTION ENTRANCE \ PLAN VIEW «� DWI) / SOIL STOCKPILE / ( I) I :` /AREA 500 SF s� PROPOSED TRENCH DRAIN W/ 6" ADS Q n~j ,5SS L_ __ DRAINAGE PIPE TO E — J / / R 0 A D E>nsR"G DRYWELL I I a coNSTRucnoN ENTRANCE-FOUNDATION OF COMPACTED FILL"TOIS'(Mt3/4 STONE n.)ABOVE ABOvED OR NDGSRNG GRADE MR DRAEMEA /1700 \ / SILT FENCING � � LOCATION MAP PROPOSED '� CROSS SECTION , SCALE. 1 "= 500 SILT FENCE AT' F b ►— E TEMPORARY CONSTRUCTION ENTRANCE ENTRANCE - / IoSCALE, NTS - I LDErNTEo 1 I I I ( O W / / 8" THICK REINFORCED CONCRETE COVER _ ��J o � N CONCRETE SLAB BELOW GRADE I m /FE GARAGE x / CA D E SURFACE AS PER SITE PLAN I J ( F.F.=54.50 I x x / / CU o� E I / _ x � / I ( LP �$ �< � RECAST CONCRETE PERSPECTIVE VIEW l \ / /\ I x " D+�n D CHIMNEY co /26'x40 v IIIII 36" MINIMUM 2 x 2 I I 2 STY. 4 ( INGROU �, In — ®® ® ®® ® FENCE POST I E BEDROOM ND x W Z — � ( _ � � POOL � � -` o II=IIII ®®®® ® / RESIDENCE I ®® ®® ® ® WOVEN WIRE FENCE I ' g &. g 8" ADS DRAINAGE PIPE 6 x 6 - 10 10 WWF / O �{W/B UNFINISHED` `fJ x J IIIII— ®® ®® ® 6" ADS DRAINAGE PIPE FOR ( / I SE I x � ' ®® In® ® KfiENT ( u ®®®® / f = I' Ic ¢ o. TRENCH DRAIN ONLY. FILTER CLOTH F.F.=56.50 ( s�0p Sm.I Of / ti / x x IIIII ®®®® EMBED FILTER CLOTH ®®® = MIN. 6" INTO GROUND ❑®® N // F ✓� \ W / 1 I// / i 2 ¢ _ ®® IIIII= NOTE: / ' vV r -I'--D / (QEA r '. a /21M ACRUM E 100GE LINEARFEET I / (0% / S� � —IIII O F m / CLEAN SAND & .: . I SECTION DETAIL DETAILS � I I + // p / / .I GRAVEL FILL. °; I ---JJJ Q�(�� GROUND Jr. TM C_ I f m pW2 // + ��p�@ WATER SILT FENCE w w wJ--w / PROP. SILT FENCE / (\�J ��J�JF'P� 2'-O" MI . 8'-O" Diameter 2'-0" MI CLEAN SAND & / O (� GRAVEL FILL. AS DETAILED (TYP.) � 3 �F /�� 52 0�y PFJ 2" HEAVY DUTY BAR GRATE, HOT 53, 1// TYPICAL SECTION Scale:NTS POOL (DW) DIPPED GALVANIZED, 1.5" O.C. " 1104" m \ ,5 3/4 DIA. F f \ / // C7 ANGLE FRAME HOLE 4" 0 \ m \ / 5� / ROOF LEADER 10' DEEP FOR ( �7 CONNECTING 1­1 \ Ngo TRANSITION O (� (� O -�8" PIN f 0) £ I \ oo/ / CAST IRON CLEANOUT "T" A -1. A " e 3 I 60, �` /\ \ / I \ ( 1 / BRANCH WITH BRASS OR / \ IS 65025"36" \ N/F I BRONZE THREADED PLUG \ J SIGNATURE FIVE LOAN TRUST " > 1 \ I TO BE DEVELOPED LIMIT OF GRADING 4" CAST IRON PIPE �D e'°`G RIES i SND VIEW / \ ` 1% MIN. PITCH_ GRADE q O < IMPERMEABLE -9—SHEETING 0 > PUBLIC WATER Id A A PLAN > — I " —�'-3" NOTES (n SEDC-T_IAON —�'-1" �2" 1. CONCRETE DESIGN STRENGTH I 1:1 OR FLATTER PER ASTM C31, 4,000 PSI AT 28 DAYS \ rn SITE PLAN �' I O O SIDE SLOPE e 19 4" 2. REBAR ASTM A-615 GRADE 60 (�-5�-0"—►� 8" ADS per( °j `: ' _ 3. WELDED WIRE FABRIC ASTM A-185 I (`A ��- �t SLOPE 0 1% 9" 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING <,..: SCALE: i — 20 CONCRETE WASHOUT DETAIL W 0 20 40 R LEADER DOWNFALL DETAIL . ...� �. ;. .` ... ;. Feet N.T.S. N.T.S. U 4" SOLID BLOCK OMIT D ALL FOR INSIDE SECTION LEGEND: SECTION A-A DEPTH EXISTING D) PROPOSED BUILDING GRADE TYPICAL TRENCH DRAIN JUN 2 7 ;n�> 52' BROWN SILTY SAND DETAIL 49.5 PU!LDIN;pF(-=,. .s PROPOSED ASPHALT DRIVEWAY 2.5' N.T.S. Tnl'�'N i7F SC;O , STORMWATER DRAINAGE NOTES: � -- PROPERTY LINE _CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED IT �-- PROPOSED CONTOUR AS A MINIMUM. $FOUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES BROWN CLAYEY SAND O —11.0— EXISTING CONTOUR (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DATE BY DESCRIPTION APPROV. BY O DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE 0 ( PROPOSED SEPTIC TANK COURSE OF THE CONSTRUCTION. REVISIONS IMPERVIOUS (ASPHALT) = 2,292 SF . i C=(2,292 X 1)= 2,292 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE p7 �^ x,292 X 2"/12" INFAL )= 382 CF INSTALLED PRIOR TO DISTURBING ANY SOIL N MILLING S ASPHALT 12' 40) TOWN 0 F S 0 U T H 0 L D O �IP� PROPOSED SANITARY LEACHING POOL PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS O _ IMPERVIOUS (ROOF) - 2,263 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL C==(2,263 X 1)= 2,263 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE '{ SUFFOLK COUNTY NY COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE 2,263 X 2"/12" AINFALL)= 377.2 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN E (n OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. s PROPOSED SANITARY PIPE PROPOSED DRAINAGE CALCULATIONS: PALE TO BROWN FINE SAND 0 U 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL THE FIELDS AT M ATT I T U C K O •(D D PROPOSED 8" ADS ROOF DRAINAGE PIPE AyPHALT DRIVEWAY (DWI) SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED N 0 i� 352 ACIFL REQUIRED BY THE ENGINEER. r �� PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) 8'0 DRYWELL- 382 CF/42.25 CF/VF- 9.04 VF 5. STA131UZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION L 0 T S T 0 R M W A T E R PROVIDE: (1)80 LEACHING STRUCTURES 010' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. F Nr y W PROPOSED WATER SERVICE ME (DW, & Dw2) 18 34' 00� j A. s o MANAGEMENT SITE PLAN E PROPOSED U.G. ELECTRIC SERVICE 377.2 CF REQUIRED N '51 DRYWELL= 377.2 CF/42.25 CF/VF= 8.93 VF N PROPOSED SILT FENCE PROVIDE: (2)80 LEACHING STRUCTURES 05' DEPTH TEST HOLE BY MCDONALD GEOSCIENCE L. K. McLEAN ASSOCIATES P.C. O DECEMBER 23, 2020 r 'k N — —— LIMITS OF GRADING (NO WATER ENCOUNTERED) CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N TEST HOLE LOCATION HIGHEST EXPECTED GROUNDWATER ® EL. 0.50 THE EDUCATION UAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. N 0 397 �� Designed By: MF/CFD Scale: AS NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS , 0 w UNDER THE DIRECTION OF A UCENSED PROFESSIONAL EX. UNDERGROUND WATER TEST HOLE LE ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE SIGN Drawn By: MF Date: FEBRUARY 2021 cn T EX. UNDERGROUND TELEPHONE PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND P� `A/ DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE V V N.T.S. DRAWING AND/OR SECTIONS7209 2. (NYS m. LAW Approved By: RAS File No. 20099.000 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A BUILDINGS: RYRESIDENCE 4BEDROOM SINGLE FAMILY RESIDENCE ONLY 4 BED ZONING / © R-40 (RESIDENTIAL) ( / 1 SITE DATA: ( SCTMJ: 1000-105-OB-077 AQ 49 / I SITE AREA: 0.779 ACRES DATE 2/8/2021 H.S. F. N o. R-21-00 GENERAL NOTES• 1. THERE ARE NO KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY APPROVED `1: F cbSTRUTUR ) / 2. THERE AARESNO KNOWN STORM DRAINS WITHIN 20'OF PROPOSED CESSPOOLS. FOR MAXIMUM( F 4BEDROOMS A. 3. THERE IS A WATER MAN IAVAILABLE ON STANLEY ROAD. 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDR°OM9. EXPIRES THREE YEARS FROM DATE OF APPROVAL r 1.SURVEMEASUENTS ARE INY NOTES: WITH U.S.STANDARDS. 2 BEARINGS SHOWN ARE IN°CORDANCE NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE. I �_ �O'P<• N 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. P�REO)P�C.G. S g<' (�f< 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP U°AR:POST SANDY FROM THE B- A <f<, <O,� NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION SERVICE �,f,USr S. PROPERTY SURVEY PERFORMED BY LK.McLEAN ASSOCIATES,P.C.ON 5-13-2009 k UPDATED ON "-25-20 EXCAVATION INSPECTION REQUIRED SUFF FOR SANITARY SYSTEM VICES ��•I a i ,i rr BY HEALTH DEPARTMENT LEGEND: w i@ 1�1. P,ROP,. ,.O /'-'1 PROPOSED BUILDING Or J X11 CAIN ( i1 ,+N PROPOSED ASPHALT DRIVEWAY if (J) y NO PROPERTY UNE •.j .. V'` �` f U J IrM N. \�• W --(UD- PROPOSED CONTOUR II I I t o' f-L_J L-'J �'' I —11.0--EXISTING CONTOUR R° t°C - __-- - _Y MIN. f� i L; '— (,$\ 1 PROPOSED SEPTIC TANK - 5' GARAGE I ' N -� _ - - -- n' 1 A ]��,\1 6�, MIN. ��F.F,=54.50 F 1 (v'; PROPOSED SANITARY LEACHING POOL ' v g' I +I J >I MIN.11�)ff M( PROPOSED FUTURE D�ANSION SANITARY LEACHING POOL •f / - J / �y�,<„�� Maftdutk Hills y `. LP t' < CO - —�— PROPOSED SANITARY PIPE „ f I f C!(,'• �/ NS• 9 RESIDENC _ IIII ~V (°`—) PROPOSED 8•ADS ROOF EDRGE PIPE 20X40E%. METER INGROUND Q BEDROOMPOOL PROPOSED ' _W 2 2 STY. 4 I -R PROPOSED 8'0 DRAINAGE STRUCTURE(SOLD COVER) y ;,•a 4 PROP SID UC�ELECmICSERVICEE � L- f G UNFINISHED _ , TEST HOLE LOCATION BASEMENT , F.F.-$6.50 I'� _ _ IX.UNDERGROUND WATER I.' IX.UNDERGROUND TELEPHONE ~PROJECT iLK—'—z J / '/ -- = LOCATION c PROP. L.G. WATER r SERVICE / r/ x(00 V 10 DEPTH EXISTING GRADE 4 �OP�A'Q. 0.0' }:52' BROWN SILTY SAND .1 FP ` 24\Jq�l'VP� 2.5•} :;49.5' ` I ��4� - 'eBROWN CLAYEY SAND LOCATION MAP SCALE: 1"= 1.000' I I rr I i, _ _ i d9 72' 40 160,00' —'36' O I \ I SIGNATURC FIVE LCAA'TRUST Revised Plan Approved: 8/16/2021 RL'5LIC;Vn TE4 PALE TO BROWN FINE SAND � �; I Permit Expires: 2/8/2024 0 \ I II 'I 1 B 34' SITE PLAN TEST HOLE BY MCDONALD GEOSCIENCE II SCALE: 1"= 40' DECEMBER 23, 2020 (NO WATER ENCOUNTERED) HIGHEST EXPECTED GROUNDWATER ® EL 0.50' U TEST HOLE - 7-26-21 MF UPDATED FLOOR PLAN CFD DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD o SUFFOLK COUNTY NY EC E � \VI�(� E THE FIELDS AT MATTITUCK 0 LOT 23 PROPOSED SANITARY JUN. 2 7 9M �r`OT NEW?, PLAN BEKOyr?� m DEPS: * L. K. McLEAN ASSOCIATES, P.C. BUILD IN �p�,f4v OF SOS•+;zD I CONSULTING ENGINEERS 437 SOUTH COUNT"RD 9ROOKNAVEtI,NEW YORK 11719 / �, r Tyned By'. MF/CFD sale: AS NOTED wr m1 w aA ra m rt as p vox we�m�s Sheet Nm saw"e°`"'°s'.ua'rs 073071 comm M mend,a•umam nmrtmoui apM a M �dROFE$$10N�� Drawn By MF Data: DEC. 2020 SA 1 APP—d By. RAS Fl.Na. 20099.000 U F.F.ELEV.56.50' STOPPER OR END PLUG 10•• 15'OUAZITE LOCKING CASTING TO GRADE WITH C 1 GRADE IN CNDSCAPE AREA LAFINISHED (EL 54.25) SI�.= GRADE CONCRETE COVER �TIIT 2 2' L GRADE ® 4' CONCRETE CHIMNEY 20" MIN.4.04L SDR 35 PVC plpE PITCHED MIN. 1 4'PER 1' M'N 4• SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SDR 35 PyC PIPE�PiTCHI INVERT(IN) 6• — 6• MIN. 1 8• T___ —__— PER 7' ELEV.49.95' II INVERT 8.9 BAFFLE 1 INVERT ELEV48.95' W� CAST IRON PIPE SHALL 8• INVERT(OUT) EXTEND THROUGH ELEV.48.45' OF 2'. I FOUNDATION WALL A MIN. 41 T INVERT(IN) �_2•_p—� (EFF. DEPTH) 6•SDR 35 ELEV.47.45' PVC DROP TEE 4• I I---2'-to•--I SECTION LTAUBOLT LESS STEEL BOLT 4� PLAN 1/8. iNK.wAs10e 3/9•O-RNG GA9a0 8'0 1,250 GALLON SEPTIC TANK W/DOME h9im" MAC 1. MATER JSA CONFORMS TO ASN A CLASS 30B OR 358 SPECIFICATIONS 12'-0• 2 LOAD RATING:FOR AASMO 616 20-N HIGHWAY LOADING 3. FRAME AND COVER AS MANUFACTURED BY LONG LSLWD PRECAST OR APPROVED EQUAL NOTES: 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. 0 28 DAYS. I 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER 3.0' "*c 2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT—PROOF AND I (MIN.) a LOCKABLE. 3 D COLLAR 0 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT IN.) 3-1 COLLAR �^ EXCEED TWO FEET IN HEIGHT. (TYP.) I I o m 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I �OPP°r a` EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. R IS THE tr a ENaD�aE wOx FRLSI® swE oR oaw 3iADelE GnTR aLcc a wssacc AnFA >, CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL BOTTOM OF POOL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. ELEV.35.76' 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL I T MIN.PENETRATION STRATA INTO A VIRGIN STRATA COMPACTOR AT 6• LIFTS. I — — OF SAND&GRAVEL — I___ - - - - - — — � 5.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY L41%-RDISTURBED AREAS. BACKFILL MATERIAL7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN saND aND CLEAN FILL MIN. OF 3' AROUND AND BELOW THE SANITARY 3'MIN.ABOVE HIGHEST Gw'�'EXPECTED G OUNDWATERSTRUCTURE. rax TYPICAL LEACHING POOL59p" J TYPICAL CLEANOUT DETAIL HIGHEST EXPECTEDWATER ELEV.=0.50' c c o' LOT 23 SANITARY PROFILE N.T.S. DATE BY DESCRIPTION APPROV. BY REVISIONS 0 s TOWN OF SOUTHOLD SUFFOLK COUNTY NY D THE FIELDS AT MATTITUCK 0 Of NEW? LOT 23 SANITARY DETAILS BEKBy�•P� n yc * L. K. McLEAN ASSOCIATES, P.C. NSULTING ENGINEERS 437 SOUTH COUNTIIY RD,BROONHAVEN,NEW YORK 11718 Ntr rfrsal rwr,rnaG A�,HeM a.„�aonls j D IBGed B7= MF/CFD soole: AS NOTED rxc mucrru+Av of ri¢swc a my rue vAcaOis � Sheet No. Axo7w ric AmAa.Krdc�Froeonc,daAs rrs � 073071 IA6Q M a6Llltbl Q A IID®,yaQ,WYl a M OROfE$$�0�� D.-By: MF Dote: DEC. 2020 S A21 fA49M N0/W d M SFrar.OioN Oos f9.W mnw rroo-'L Approved By. RAS F.I.No. 20099.000 SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF THE FIELDS AT MATTITUCK LOT 23 FILED MARCH 31, 2006 AS MAP NO. 11370 22\ 170 _ SITUATE AT S s0°32-ss•�__�--� s MATTITUCK \ 26 TOWN OF SOUTHOLD I� t SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 33,931 t SQ.FT. OR 0.779± ACRE o\ I — `9r' (� (SII Ul w % /' NOTES 54.9 - \ I 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. X \ O I 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT I RI THE SUFFOLK COUNTY CLERKS OFFICE AS MAP N0.11370. I � 3. ELEVATIONS REFERENCE NAVD 1988. \ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND \ COPS 1 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE 1\ EDUCATIONLAW. ��tea, 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND \ O SURVEYOR'S EMBOSSED'OR"INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. a� 6.N // 36' :� �' CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN X / 233 p1P�st � ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE 65 36 0 NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO r0 O� THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND rr II �•�LV TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO {/1'QY , c9c �/J_ / 0 - ,6 QIP lOa a� 36 J ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (� (/(}/✓'p' { G t 7• UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON 7` `a, VN (f\ \ 0 36 .. �O�JaV b THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL 6 (�Y` 2 1 �\ f 3• UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE / � d 0 0�� RESPECTIVE UTILITY COMPANIES. �\ C N by' / 'D B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. d� \\ 6• o A \ 9. THE SURVEY CLOSES MATHEMATICALLY. a � •s � O 53.7 No Zpb w 7 / 0 \ LEGEND Q .••..••.....•. ELECTRIC MANHOLE 53.3\ `\f\ 0 .••.•.•.••..•. CABLE TV BOX • ••• ••• LOT NUMBERS ^\ N �Or NEW ... BUFFER AREA \\ —J� �P �,. Sr!!`Ol�i —T—.••••••••••••• UNDERGROUND TELEPHONE ••••••••......WATER VALVE ® '"""""'•'WATER METER —E—•.•••.•••.••.•UNDERGROUND ELECTRIC \ 7 ' DATE HY DESCRIPTION JAPPROV. BY —W—..............UNDERGROUND WATERX52. _ // ` " Q� REVISIONS ■ .••.••.•••...•CONCRETE MONUMENT a , /�� 050528 Town of Southold Suffolk County, New York }11` �� f � Stanley Road xs3.o \ Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Foundation AS—Built DISTRICT 1000 completed by me on 05/13/2009,11/25/2020&05/10/2022. L. K. MCLEAN ASSOCIATES, P.C. SECTION 106.00 CONSULTING ENGINEERS BLOCK 08.00 •� & LAND a&V SURVEYORS K LOT 077.000 Q 437 SO. COUNTRY ROAD, HROOKHAVEN, NEW YORK Surveyed By. JPL Scale: I'= 30' Sheet No. TAMARA L. STILLMAN,P.L.S. nro. Hy, GLB DecMay 11, 2022 ll NYSPLS No. 50528 ll S,\Shored With Me\Projects\20099.000 Fields @ Mottituck Engr & Survey\Survey Dept\Drowings\LOT 23\20099.000 lot 23 Found Loc.dwg 6/29/2011 4,17 PM Tamara Stillman Approved By, TLS File No. 20099.000 i zz SURVEY OF PROPERTY `\ 170,29 ` f _ON THE* o r FENCE* FEaB's"� y SUBDIVISION MAP OF 55.51 „ Sw+2® S 80*32 X58 0 4.5'*POST*AND WIRE I �s\ t X FE7.0'S 1 ; +\ ��-o z6 THE FIELDS AT MATTITUCK + LOT 23 1 1 + '� 7O �+ i 9s ' ps+`s�''• FILED MARCH 31,2006 AS MAP NO. 11370 9 SITUATE AT 9 tid +`�f� MATTITUCK \ \ry N 1 'nc<`� Il r� �;`� ' r,' ��F�r / TOWN OF SOUTHOLD 54.64�� , \\y�� ; r �o +`°ey SUFFOLK COUNTY,NEW YORK 54.91- AREA OF PARCEL = 33,931 t SQ.FT. OR 0..779± ACRE A'A EXISTING LOT CLEARING = 27,145 SQ.FT./80.0% r 5547 r 2 \ % \ NOTES ♦ �-� �' � 260RPpE �*oo3ryyd � 1 O/1 / p / W6F ELr o o! c 3 13 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. o_ r \ 54.15 \ /i / L 0�� Gid i r dp v !io r� 2 I 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT 6 \ \ ! F ¢ fh THE SUFFOLK COUNTY CLEWS OFFICE AS MAP N0.11370. 54.4C GR Tt\OR +\ A / �1 ^\�i �pf� \.\9 y LEGEND 5 a I 1 3. ELEVATIONS REFERENCE NAVD 1988. \ \�r/r� ` / 2 \ -�°� � I, / � •\ 0� .�QF� �I1(v UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEYMAP BEARING A LICENSED LAND �,A � dA�\ yes / ER > v 4. SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE Q •............ 4 W. •'•'.. ELECTRIC MANHOLE *" ! � P to ~ EDUCATIONLA F\ d N fr d ��' o .............. CABLE TV BOX 9aZ r\ v ♦`n-`�'o`nom ! \� 9� - (� 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND •••••••••••••• LOT NUMBERS oa\ r \�c^f ��"�g f O !9Z> OS W SURVEYOR'S EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. -T-••••••••••••••.UNDERGROUND TELEPHONE9d pry p FF OF oyd 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN * G o 57.79' 6•' ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE pQ .......••••••. WATER VALVE3' \ p PL I! � ,A y 55.01 O NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS ® """"""' WATER METER 53.49 rn� \ r/ p 02 \� \ ��pF ` SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND -E-•..••••••••••• UNDERGROUND ELECTRIC `\ d�� 0 \ �F,f TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. -W-•............• UNDERGROUND WATER 53.69 a EXIST. U/G �s_ P �p,o ` 0 s� WATER SERVIC- \ r 21• Ggoo F� P�� Q 7• UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON ■ •• ••• CONCRETE MONUMENT -02 c+0 �\ v •\9y�dZ ® .• �,� 3�2 'v- Q�S� 6O' THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL D4 GAS VALVE 9!�'\ y�'p O 5.P+3 \ Ag UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZEAND TYPE BY THE \ ! ♦ r �0 P�\6 \ RESPECTIVE UTILITY COMPANIES. S .............. O SANITARY MANHOLE �O c_ I, s RpP��S \ d n 3' c I +Q(P \ � B. RIGHTS-OF-WAY NOT SHOWNARE NOT CERTIFIED. Coo '............' SANITARY CLEANOUT L \` \Gid 9. THE SURVEY CLOSES MATHEMATICALLY. ® ••.......••••• ELECTRIC METER 2.97 3 ryG�" 0 •••••••••••••• IRRIGATION BOX x ♦ / _+ 10. ALL BURIED UTILITIES(WATER/ELECTRIC!IELEPHONE AND GAS)SHOWN ON THIS SURVEYARE `\ 53.31 ♦\ `\\ 3' / �� BASED UPON AS-BUILT INFORMATION PROVIDED BY THE OWNER/DEVELOPER OR THEIR DULY f yc+o+ AUTHORIZED REPRESENTATIVE'S(INSTALLER)MEASUREMENTS. •' DRL '....•••••.• DRAIN ROOF LEADER 53. 3 \ CIE •••.......•••• CELLER ENTRANCE c }\ WW •..........••• WINDOW WELL _ V A/C .....••••••••• AIR CONDITIONER ♦♦ /�1 24 +NOTE+ .....••••••••• AS-BUILT SANITARY DECIDUOUS TREE 13 L G� DISTANCES FROM CORNERS 1 ®?j5 OF BUILDING TO CENTER x53.49••••• •••••• SPOT ELEVATION 1 3' II 5 t �/� OF COVERS TC TOP CURB 230 ♦♦ off,l\ b L �I AA B RID •••••.•••••••• ROOF OVERHANG ST-SEPTIC TANK 32' 50.5' ,� �� �� t� s` '� � LP-LEACHING POOL GF EL:••••.•••••••• GARAGE FLOOR ELEVATION x Q. / ` 52.74 �I FF EL:••••••••••••• FIRST FLOOR ELEVATION / 51.31 'P < 5239 'P X53.00 ♦ `ss \ f Q� DATE BY DESCRIPTION APPROV. BY ; J/V ON328 REVISIONS / V� /�t� Town of Southold L/il,v Suffolk County, New York v� � �/ ♦• Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP � ` --------- �` �,/ x51.6 I hereby certify that this map was made from an actual survey Final As-Built DISTRICT 1000 R=4400. /' , `\ completed by me on 06/21/2023. L. K. McLEAN ASSOCIATES, P.C.- SECTION 106.00 L=59,7Sr I ,' CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 08.00 •J 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 077.000 Av Q S-yea By. CM scale: 1' 30' Sheet N.- ♦ TAMARA L.STILLMAN,P.L.S. Drawn Bye DM Data 06/21/2023 Il SAShared With Me\Projects\20099.000 Flelds @ Mattituck £ngr & Survey\Survey Dept\Drawings\LOT 23\20099.000 Lot 23 Flnal.dwg 06/21/2023 Tamara Stillman NYSPLS No.50528 Approved By, TLS Rdi a N. 20099.000 Il L s LEGEND SURVEY OF P77ROPERTY ELEC;RIC MANHOLE ON Tl u: wA;cP v�L�E SUBDIVISION MAP OF WA TER ME TEP. THE FIELDS AT MATTITUCK CABLE TV BQX LOT 23 I DW DRYW LL FILED MARCH 31, 2006 AS MAP NO. 11370 iEN CATCH BASIN SITUATE AT 01 / —T— UNDERGP,BUND i EL EPHDNE hoz r�'— —•� Q TELEPHONE MANHQLE MATTITUCK —E— &IDERGROUND ELECTPIC TOWN OF SOUTHOLD 0 / —W— UIDEP,GDCUND WA TEP SUFFOLK COUNTY,NEW YORK CQfdCREiE F10NUN.ENT L.—.—__=J I AREA OF PARCEL = 33,931± SQ.FT. OR 0.779E ACRE PIN Wi CAP SET NOTES / / octK - MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. !V „ 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTlTUCK',FILED MARCH 31,2006 AT I AS—BUILT SANITARY THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. 2 STORY FRAME I DISTANCES FROM CORNERS OF BUILDING t� erens+� 3. ELEVATIONS REFERENCE NAVD 1986. HOUSE 8 GARAGE A/ A B UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYMAP BEARING A LICENSED LAND �0 ST 32' 50.5' CENTER OF COVER T SURVEYOR'S SEAL ISA VIOLATION OFSECTION 7209,SUBDIVISION ZOFTHE NEW YORK STATE " 3 LP 45' 56' CENTER OF COVER EDUCATIONLAW. Po a I n O� I"D 5- ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND o — I C� SURVEYOR'S'EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. �OI In T �� f (U 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN m I ��r / ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE y \0 NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS N �� SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO T i O, �� l THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND / TOTHEASS/GNEESOFTHE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO r© ��s1•EIECi�O j ON ��/ ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SE RWCE L°n ~•~`��Y / —� —.—. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON 4$�9, THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL r _ — C1+ � —— _� UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,S/ZEAND TYPE BYTHE \�� �`� R-7 S.00' —— —— —— RESPECTIVE UTILITY COMPANIES. L=196.72 6. RIGHTS-CF-WAY NOT SHOWN ARE NOT CERTIFIED. �,g�pp�N RITC.^73 •�"`�� I 9 THE SURVEY CLOSES MATHEMATICALLY. !PRIVATE P, jy CA,'5F ,�,���,_,�_ c�i�"�—" 4�' c ���_• 50' WIDEN r 10. ALL BURIED UTILITIES(WATER,ELECTRIC;ELEPHONEANDGAS)SHOWN ONTHISSURVEYARE&ASED . aSRHAL,"ROAD J.l.f.�'_ C-) �� L. sr,� UPON AS-BUILT INFORMATION PROVIDED BY THE OWNER/DEVELOPER ORTHEIR DULYAUTHORRED E �•�.� ,t• }� t�'/ REPRESENTATIVES(INSTALLER)MEASUREMENTS ' .—r•�•�J r met Fy p p �� u SUFFOLK COUNTY REAL PROPERTY TAX MAP SITE PLAN DISTRICT 1000 SCALE: 1' 40' /�J 0 0 S O SECTION 106.00 5��L�,N�5��� LOT Tcx 000 C W �OYL'P W d M f[�T d Mb NIY..IGd•1f .OVY IIC1 11L.Y.MT•G a 9.amts .•�.0M t V.1IDe `I.OI'BvlY� per@.MI[ttd af[FutlM YI WR.M c69t M I1LL�a M M SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE 12-20-22 Mf UPDATED LOCATION OF U.G. ELECTRIC CFD o Date 1/18/2023 H.S. Ref. No. R-21-0049 — DATE BY DESCRIPTION APPROV. BY o REVISIONS The sewage disposal and water supply facilities at this location have been TOWN OF SOUTHOLD - inspected andror certified by this Department or other agencies and found SUFFOLK COUNTY NY E y to be satisfactory FOR A MAXIMUM OF 4 BEDROOMS. Do THE FIELDS AT MATTITUCK o LOT 23 SANITARY AS-BUILT T CRAIG KNEPPER, P.E.,CHIEF PLAN y J Office of Wastewater Management L. K. McLEAN ASSOCIATES, P.C. 3 CONSULTING Omlavm 417 SGUIN CMW Im,WOUR IN.NO.Y=11711 o Dmq,,d By: MF/CFD I saal.: AS NOTED n..t Na. C o Dm..By, Date: OCT013ER 2022 S A 3 'N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NP—d By: RAS I fa.Na. 20099.000 AP RAVED AS NOTED. PLUMBER CERTIFICATION DATE: B.P.# ON LEAD CONTENT BEFOR FEE: BY:� CERTIFICATE OF OCCUPAN. NOTIFY- BUILDING '_-_PARTMENT AT SOLDER USED IN WATER 765-1802 8 AM TO 4 FM FOR THE SUPPLY SYSTEM CANNA FOLLOWING INSPECTIONS: EXCEED 2/10 OF I% LF 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRIX .ON MUST PLUM NG BE COMPLETE a :�; �.0. ALL PLUMBING WANE ALL CONSTRUCTION SHALL MEET THE -WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW T i G B FQf.3E.COV-ERING . YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ELECTRICALINSPECTION REQUIRE® NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF gopULP}LD TOWN ZBA SpUTHn�' BOARD SOUTHOLD TOWN TRUSTEES TRUSS PLACARDING REQUIRED N. S-DEG- DO NOT PRO.CE1 D;.WiTHr'4.,' FRAMING UNTIL SC IRV—",= OCCUPANCY OR OF FOUNDATION LOCATId,N USE IS UNLAWFUL HAS BEEN APPROVED.- WIT HOUT PPROVED.WITHOUT CERTIFICAT Blower door OF OCCUPANCY and ductwork testing required. RETAIN STORM WATER RUNOFF Must provide Manuals PURSUANT TO CHAPTER 236 All exterior lighting OF THE TOWN CODE, installed, replaced or D, J and S as per repaired shall conform NYS Energy Code to Chapter 172 of the Town Code [Q TONN COMMENTS z _ ' ' THE I - OASIS ' ' 0 v A QUAL.I TY NEN BIOME MOr7)EL E3)' OASIS AT MATT I TUCK, GORE. z to N O o _ - 1L1 tu !ll 1111 111 F11 I I T-1 11 111111 11 11 IT 11-11 FR IJ IJ } I�p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Wm Jl � � FINISHED SECOND FLOOR W - - - - - - - - - - - r- 0 NOTE5 INDEXED TO THE ttQuu 0)i 2020 ENERGY CONSERVATION GONSTRUGTION z LH O `A Q- GODE OF NEW YORK STATE U� > _f q® R101.5 COMPLIANCE: This building was designed and shall beO t Q < constructed to meet the 2020 ECCGNY5. Both REScheck N.S. O a Q Department of Energy) and REM/Rate Moresco) computer N Q Q Software Was utilitzed to demonstrate compliance. All Z Q mandatory provisions of the 2020 EGCCNYS - Residential ^ '7 p Provisions are In force. N R10522 WRITTEN STATEMENT: To the best of my knowledge, belief and professional Judgement, these plans comply with the _ < O o Energy Code. Furthermore,as a RESNET certified rater (I.D. No. 26143417), 1 certify that these plans comply with the Home Ll J ' Energy Rating System (HERS) program. A signed cerltlficatfon of compliance with the HERS program (HERC) will be submitted of the constructed building to demonstrate compllone,. *' ,•.te e FINISHED FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 83011 CLIMATEZONE 4ASuffolk,NY FINISHED GRADE Y ,° R401_2 COMPLIANCE: This project Implies with 2) Section R405 N SectloQs R40Cthrougha,.r: �K� ve,and the provisions of 8404 lobated "Mandatory! II I I I I I I II I I I I I I Mandat80 ralrements: f3eERTIFIGATE: Builder to post per Code. i A R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 i AGH by HERS rater. See Table R402.4.1.1 in plans. R402.4.2 FIREPLACES: Factory built with UL 12'1 doors. R402.4.3 FENESTRATION: See window/door schedule R402.4.4 FUEL-BURNING APPLIANCES: All room heating and �� �V���� JUN 1 6 2022 hot water heating appliances to be direct vent with both intake and exhaust pipes Installed continuous to the II I I I I I outside. t� I R402.4.5 RECESSED LIGHTING: IG-rated and labeled as Fli — L7 — — I having on air leakage rate of not greater than 2.0 cfm per Code. O R402 5 MAX.U-FACTOR 4 SHOO: See window schedule. R403.1 CONTROLS: See pians for thermostat Information. O 8403.32 DUCT SEALING: All duct Joints shall be O d mechanically fastened and sealed with duct mastic Q r — — — — — — — — — — sealant. I mastic to duct seams. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8403.3.3 DUCT Aductair-leaks ete5tisnot — — — — — — — — — — — — — — — — -� required under exceptions I and 2. g 4 IL IL L-- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -1- - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R403.3.5 BUILDING CAVITIES: Framing cavities shall not be O Z used as ducts or plenums. Q K 0 R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate mechanical system piping carrying hot water to an R-value of not less than R-3. i�ONTJ� � TI ON R403.5.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION ,n O v r N SYSTEM: Not In project. V! O P R403b MECHANICAL VENTILATION: ERV continuous SCALE: I/4 = I ft FLOOR AREA T x f5LE ventilation efficacy specified In the plans exceeds the (� O Q IL y� = f� minimum efflcac of 1.2 cfm/watt. 1— R403.1 HVAC, EQUIPMENT: Sized In accordance with ACGA '� 00 Y Q O Manual J and Manual 5. FIRST FLOOR 1,7102 5f R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable iL SECOND FLOOR I,I"1Q 5f R405A SNOW MELT: Not In project. J V Q Q 6 8443.10 POOLS AN SPAS= Not in project. W 0. T Z GARAGE 586 sf lam" J 8443.11 PORTABLE SPAS: Not in project. v BASEMENT I,'1 9f f R404 LIGHTING: Builder to install high-efficlency lamps In at < �j Z PORCH I'7155 sleast cIO% of permanently Installed fixtures. 1_ D- a �— X TOTAL LIVING SPACE 2,881 9f R405 SIMULATED PERFORMANCE ALTERNATIVE: This mathod was X < used to show compliance with the Energy Code. REMMote Q Q OL Software was used to model the buildin erformoce - see ~ Ul CONDITIONED FLOOR AREA 4,613 sf 2020 IECG Energy Cost Compliance report providedl with p — (INCLUDES BASEMENT) Permit Application. RE-Se-heck was used to model the.4 building — INFILTRATION VOLUME 52,510 Gf performance based on national standards - see REGcheck (INCLUDES ATTIC $ BASEMENT) Compliance Certificate and Inspection Checklist provlided with -V Permit Application. O = O � IL I- o m INDEX TO DRAV41 NC S -� DRAWING No. COVER 4 ELEVATION A-i DATE: JUNE 2022 ELEVATIONS A-2 FOUNDATION PLAN A-5 FIRST FLOOR PLAN A-4 COVER 4 2nd FLOOR PLAN A-5 ELEVATIONS HALL BRACING PLAN A-6 ROOF PLAN A-1 L.J SECTIONS 4 DETAILS A-8 LJ ° DRAWING NUMBER NOTES A-a JUN 2 7 2072 � TJI-DETAILS A-10 ! _ A - 1 z O v z i O I � O I Q U1 O � O Q - - - - - - --- - — -- — — — — - - — — - - - - - - - - - - - - - - — _ �O VL LU fQ 12 LR V I M� LU Hill1 MILLI I BAI V 0 lla ll.! m ujo >, � WZ REAR ELEVATION Iv }- d 50ALE: 1/4" = 1 ft z fu 0 Z z a oCw `pip J o <> < i� cn o `�Q d � a Q � o Q 4, •...,rrt Pa,a ec 12 12 Jt {{{{{{ 'r ;;zz��, II —�� l`~ddy��t��.rd".+I• r�,r.��s'*��,�.dF�+.4~, DE IVEP EDYd 2022 0 ITI 0 12 12 12 tj 41 -- - - - - - - - - - - - - - - - dJF- - — — — — — — — — — — — - - - - - - - - 12 - - m ------ —_14 v O� � N o _ It � Q o El E3 EE IM ID B E3 El LU ED _ 3: � � z El El Vi El 7 ETO El 0 _ Q OL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 0 - - A c� — tu E] ED El El El El El 0 tu El IL ILL O m DATE: JUNE 2022 5C)E ELEVATION 51I�)E ELEVATION 54ALE: 1/4" = I ft 50ALE: 1/4" = 1 ft REAR 4 51 DE ELEVATI ON5 DRAWING NUMBER A - 2 2x8 [UG3B] P.T. LEDGER Z 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER 1/2"(P x 4" &ALV. LAG 56REN5 AT 16" O.G. STAGGERED STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE [R50-7.2] [R905.2.6] � O 15-6 No. 15 ASPHALT FELT UNDERLAYMENT[Pg05.1.11 _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 z V 42'-6" 2'-O" BIETUM� D GE SHIELD BARRIER[R,105.1.21.1.2] O 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 11 1 �� 4'-6" 5'-6" 12-O" 36 IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES V 1 I ' O" 6'-b I/2" STRUCTURAL PANEL SHEATHING [RSO3,2] IL A _ P.C. ECK LATERA CONNECTION [R50-f.9.2] R-3q CL . FTG N50LATION 61 -CELL SPRAY FOAM (5PF) I (L 51MP50N D172 ijj lU A-8 - - -- - _ I TALL IAN M .NUFAGTURER'5 SPECIFICATIONS FF-- 6 ( PIGAL-2) r- , EGRESS WINDOW WELL SOLID WOOD BLOCKING N _ K _ _ - - - - - - ® --2x8 P.T. GDR}-�-+--_ I - -- -- - 8" CONCRETE STEM WALL ON N _ -I L _ _°_I L 16" x 8" P.G. FOOTIN& N L q 8" I I PROVIDE FALL PROTECTION N BASEMENT ENTRANCE STAIRSI -` -` I � 0 F - - (TYP-3) GEILING JOIST Q ' i \ 8" REINFORCED CONCRETE RETAINING NALL c0 (� ABO cQ I DRIP ED&E [Rg05.2.5.51 #4 REBAR AT 12" ON-CENTER EACH WAY jn I I I I � � i-- m I I I I STANDARD HOOK AND LAP INTO 16" x 8" P.G. J LQ - J L - - �- N d - - LIQ _J L - _ _ FOOTIN&. 2 MIN REBAR COVER r- - - - t . - - - - - - - - - - - - - - - - - - -i [ 1x8 WOOD FASCIA !k I/2 GYPSUM WALLBOARD I� y _ I 1 SOFFIT VENT OL([KU Ubf DOUBLE 2x TOP PLATE i VINYL 51DING. ATTACH THROUGH RIGID r - - - - - - - - - - - - - - ^ - - - - _ - _ - - - - - - - - - - - - - - - - - - - - - , - - - - I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] ' INSULATION TO WOOD FRAMING PER fC-` - - - - - - -- -- - - - -"' - - - -" - -- -' - - I- 2836 GASEMENT 2x36 CASEMENT &AS WATER HEATER � I 1 MANUFACTURER'S IN5TRUCTION5 FOR HIGH-WIND =--•- - _ - _- -_ _ -_ _ _ _ ( EGRE55 WINDOW EGRESS WINDOW50M200 p A. I AREAS AND TO RESIST A MINIMUM 28 sf r 36,11 H ND I [R II.?8] LAN ONG PLAT ( CAPACITY = 50 gal I I i + (EXPOSURE G). D STEPS IQp EMERGENCY ESCAPE 6 I I I N I R 5E S - QO RE56UE OPENING [R310] DRYNELL 4'-3" 3068 I L- PLASTIC HOUSEWRAP INSTALLED UNDER FOAM I- - - - - (1 INSULATION. IN5TAH AND TAPE ALL SEAMS PER l� i 1300 I I 2x4 WALL 5TUD5 AT 16" O.G. MANUFAGTURER'5 INSTRUCTIONS [R703-2] �- - - - - -- - - - - - - --1 - - - - - - - - - � l0 L - ', I R-15 UNPAGED FIBER&LA55 BATT INSULATION �`- _� I ;p R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) - - - - - - - - - d I ( I I 2x8 PLATFORM d w I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION, INSTALL USING O S Q J I GAP-HEAD NAILS WITH A MINIMUM 3/4" 1 BASEMENT O I R-13 2" GL05ED-GELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND 1- i I I 4" P.G. SLAB m 16" O.G. FIELD. LU (ALSO AT RIM JOIST IN SECOND z FLOOR PLATFORM - NOT 5HOHN) 1/2" STRUCTURAL PANEL SHEATHING NOTE: 9 - I r _ HOLODOWNS ARE I Z IO DOUBLE FRAME I } NOT REQUIRED FOR I i 3/4" STRUCTURAL PANEL SUBFLOOR 2x 50LE PLATE I_j z AFGO ZIP MODEL 4X - LU w AT STAIRS I TH15 PROJEGT. 4^m 5TL COLUMN I I 2x BAND JOIST O IZ CL 13 ON 2'-b"x2'-b"x12" DEEP P.G. FT&. I �p I IO� CD w/(3)-#4 REBAR EACH WAY I 2x6 PRESERVATIVE TREATED SILL [UG2] LL (ENGINEERED DE51GW I I I'-b" i i Q pQ (TYPIGAL-'7) FLOOR JOISTS I COPPER TERMITE SHIELD m I ( I f (2)-I.75x14 LVL &DR I OVER SILL SEAL I�d I I (ENGINEERED DESIGtJ) _ _ _ _ _ _ _ EXTEND SIDING TO WITHIN 12" OF FINAL IQ i I [- -] F_ -1 � -1 F_ 7 I- 7 L _ I � WOOD SILL PLATE TO FOUNDATION ANCHORAGE / GRADE FOR HISTORIC DISTRICTS i I I I I I I I I I I [R403.1.6] / UNEXCAVATED I `` `"'-'��`` `` ```'�-'"` ��` `` ``"��' `` "'` `�� '"` ``-� `` `` ``c `" `` m MINIMUM Y2" d o. ANCHOR BOLTS SPACED NOT BEAM POCKET I GREATER THAN 6 FEET ON-CENTER EMBEDDED L _ _ J L - - J L _ _ J L _ _ J L _ _ L _ _ J (TYp-2) I I NOT LE55 THAN-i" INTO CONCRETE OR GROUTED FINISH &RADE V CELLS OF CONCRETE MASONRY UNITS. THE 6'-2" 6'-6" 6'-6" 6'-b" 6'-6" 6'-6" 6'-6" 6'-2" _ BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD r OF THE WIDTH OF THE PLATE. A NUT AND WA5HER SHALL BOLT. THERE SHALLHBE NOTTENED E EWER THAN TWO z !!1 F- I IK I I 3 8 BOLTS PER PLATE SECTION WITH ONE BOLT m -O 10" POURED CONCRETE FOUNDATION STEM WALL I L_ - - - LOCATED NOT MORE THAN 12 INCHES OR LESS z H U Z Z Iu1 z I I VERTICAL REIN. ORGEMENT: #4 REBAR AT 12 O.G. I THAN SEVEN BOLT DIAMETERS (3°5) FROM EACH tL 0 3 w Z- M ll l 3 , 0cn 0 �- z d t1 U4' TO 4/4' CONCRETE COVER FROM INSIDE FACE F-X I I END OF THE PLATE SECTION. WALLS 24 INCHES (30' w .. z � _ _ �- -3 W IO p I HORIZONTAL REINFORCEMENT: #4 REBAR AT 18 O.G. J O _ TOTAL LENGTH OR SHORTER SHALL HAVE NOT o =f dl a m I - Z!U TOP BAR WITHIN 12 OF TOP OF WALL ( F -I I FENER THAN ONE ANCHOR BOLT LOCATED IN THE `� d (Y v r O z_ d O UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING 2 CENTER THIRD OF THE PLATE SECTION AND *' N c� 1 1 1 z lV Ip p I 1 MINIMUM 3'-0" BELOW &RADE d 3 I I I I SHALL BE ATTACHED TO ADJACENT WALL d w m �� 4q A! LU t- CJ Z UNI I I I PANELS AT CORNERS A5 SHOWN IN ITEM g OF CA Q ry V U z 4 > iY L tu O u d d i O TABLE 8602°3(1)° Q cY a - - - - - - - - -- - R-II BASEMENT WALL BLANKET INSULATION V tY Q O O } Q ,(�� Ori X < i I �- - - --- - - - - P.G. FOUNDATION WALL WITH UNBALANCED BACKFILL d µ O y +�- V J Z Q Q - -- I- iv I I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS [ O 2 41 T O c0 I- - _ _ _ _ ..-_ _ _ _ _ _ - _ _ _ _ _ _ _ - - - _ J I I I w I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR z�i- (Y N I I I I I WITHIN 12 INCHES OF THE TOP OF NALL STORY AND L- _ _ _ - _ _ __ _ _ _ m I = I ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL = N o - - -- - - DEGK 12x8 [Ur-3133 P.T. LEDGER I I Q STORY;OTHERWI5E,5EE PLANS [TABLE R404.1.2(i)] Q 0 - -- - - - - - - - - - - - - - - - -- - - - - - - - - - [4 O I J ABOVE I i 1/2"(P x 4" &ALV. LAG 5CREW5 AT 16" O.G. I I - EXPANSION JOINT r-;)►� - -7 p N I I STAGGERED [R50'i.g] _ - - - - - - - - - - - - - - - - - � _ I o 1 N Q i I I i 4" P.G. FLOOR SLAB POURED GONGRETE FOOTING - - - - - - - - -- - - - - - - - - - - - - - J i ON UNDISTURBED SOIL [R403.1] ,•t�4, ®. .:',�p.] , 6 MIL POLYETHYLENE FILM + "'' i t, 4, J Ir -I f- -, r CONTINUOUS UNDER STEMWALL �• ,.ti <` r +_ (2)-2xlOP_T. GDR -- I. -}--- -- -- --{ - - - - - - -- - - - - - - - - -•- - - - - - - - /� LL :5 {1'i ^n' L - - - - - P.G. FTG - - - - fat,, t 76 5GALE: NTS "�•ara r �•"'' rA 11'-4" A-8 DELIVERED JUN 1 6 2022 12" Ia 22-10 f-2 13-O IO-O 2„ 22-O' O \j Q P LL 4"x4" [UG4B] PRESERVATIVE TREATED POST" WITH GALV. METAL P05T BASE ANCHOR ON 0I 1L m 12"(P x 6-O HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON O �p 24" x 24" x 12" DEEP P.G. FOOTING WITH(2;-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM Q O MAXIMUM SUPPORTED LOAD AT"f' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) dJ F- (ENGINEERED DESIGN) f FOUNDATION PLAN SCALE: I/4" = I ft CS O z T7- ~ � 571;ZUCTURAL DEVON NOTE LU w i? <0- � r z In accordance with the 2020 RCNY5; structural d < �- z WINDOW AND DOOR 50HEDULE elements such as engineered wood, steel and ~ >L < _j steel/wood composite columns, beams, headers and Q OL No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: (� WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE BIC OPENING COMMENTS N A PELLA 250 SERIES 3-0/5-1)E1 31 1/4"x 24 3/16" 5.20 sf 11.00 sf 5.20 sf 15.0 sf U=0.32 SHGC=0.29 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 1) resist gravity loads, and v W X B PELLA 250 SERIES 3-0/3-0 311/4"x 12 3/16" 2.60 sf 6.00 sf 2.60 sf 9.0 sf U=0.32 SHGC=0.29 -22.0/-29.7 psf 120 sf[ 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON E < C PELLA 250 SERIES 2-WIDE 6-4/5-2 E 33 1/4"x 25 3/16" 5.80 sf 24.40 sf 11.60 sf 32.7 sf U=0.32 SHGC=0.29 -20.01-27.0 psf[50 sf[ 76"x 62" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON 2) are not contained in the prescriptive design O tu O D PELLA 250 SERIES 3-WIDE 9-0/5-0 E1 311/4"x 24 3/16" 5.20 sf 33.10 sf 15.60 sf 45.0 sf U=0.32 SHGC=0.29 -20.0/-27.0 psf[50 sf[ 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON provisions of the 2020 RCNYS IL O E PELLA 250 SERIES 2-0/3-0 19 1/4"x 12 3/16" 1.60 sf 3.60 sf 1.60 sf 6.0 sf U=0.32 SHGC=0.29 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON a m 0 F PELLA 250 SERIES 3-0/6-10 N/A 0 sf 15.40 sf 0 sf 20.5 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 36"x 82" F FIXED SIDELIGHT,VINYL FRAME,LOW-E GLASS,ARGON were designed in accordance with m G PELLA 250 SERIES 4-0/4-0 N/A 0 sf 13.00 sf 0 sf 16 sf U=0.26 SHGC=0.31 -26.0/-35.1 psf[20 sfJ 48"x 48" G FIXED,VINYL FRAME,LOW-E GLASS,ARGON ANSI/AWG ND5-2018 with 2018 supplement. O H PELLA 250 SERIES ARCH HEAD 5-10/4-2 N/A 0 sf 17.04 sf 0 sf 23.3 sf U=0.26 SHGC=0.31 -23.01-31.1 psf[50 sf[ 70.5"x 50.5" H FIXED ARCH HEAD,3'-8"SH,VINYL FRAME,LOW-E GLASS,ARGON J I PELLA 250 SERIES 2-8/3-6 27 1/4"x 37 1/4" 7,00 sf 6.30 sf 7.00 sf 9.3 sf U=0.28 SHGC=0.29 -22.0/-29.7 psf[20 sf] 32"x 42" 1 CASEMENT EGRESS,VINYL FRAME,LOW-E GLASS,ARGON(BASEMENT) Structural elements such as Halls and fenestration that: J PELLA 250 SERIES 6-0/6-10 28 1/8"x 77 15/16" 15.20 sf 29.80 sf 15.20 sf 41.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 72"x 82" J SLIDING PATIO DOOR,LOW-E GLASS,ARGON DATE: JUNE 2022 K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.01-29.7 psf[20 sf CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'1 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sf[ CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 R0NY5 TYPICAL WALL SECTION O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sfl CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE 1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sfj where such elements occur in the Tans, the ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 p y Are annotated "ENGINEERED DESIGN." ___ m O N O moi' 31'-O" 42-6"FT LL CLOSED-GELL 5PFQ 64' 108" 146 II O lU MAJESTIC QUARTZ 32 DIRECT }; VENT GAS FIREPLACE. � d A -SEAL ALL INSULATE AIR -SEAL Z _ B A WALLS, GEILIN6 AND FLOOR OF O X 6YP5UM BOARD THE CHASE. INSIDE WALL :jq1 CONTINUOUS BEAD OF A-8 A-8 Z7I� STEP-S SURFACES SHALL BE 1- cV SHEETROGKED AND TAPED. SEALANT 14'-O" U� { Q WALL SHIELD AND GEILIN6 i GYPSUM BOARD f FIRESTOPS SHALL BE GAULKED WITH CAULK HAVING A 300° F DECKING MINIMUM CONTINUOUS EXP05URE # ATTIC PATHWAY FOR SOLAR ELECTRIC [7103.8] (2)-L-15 x 14 LVL HDR RATING. COAXIAL VENT HAS INSTALL 2 O O , OUTSIDE COMBUSTION AIR VERTICAL SCHEDULE SO PVC CONDUIT ` CONTINUOUS BEAD OF THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS O - 13 t LONG WALL LINE VE INTAKE. O I, SEALANT NOTE: 2x6 STUD OR GAPS AT EACH TERMINUS (E3a02.3.2 F O O D WALL IN ROOF 4040 O CONTINUOUS MINIMAL OVERHANG AREA q050 ! EXPANDING FOAM AT WINDOW :--------I I 30610 5L 6°610 5LDR 3610 L UNIT PERIMETER ° (2)-135 x 11.8'15 LVL HDR I 36' GUARD [R312.1] �--- ---- _____ I I DW I I I ------------- - ------- - WINDOW UNIT - - I J-----1------ 1--- J rl------- -h I-- E----- ------------------------------ j 1 I i WALL LINE ABOVE IL BASEMENT ENTRANCE I DOWN -> I I KITCHEN I NO q'-O' CEILING HEIGHT II r------------------� 1 CONTINUOUS MINIMAL N O 11 HROUGHOUT FIRST STORY II I t N PL TE Ht. �'- " A F LA H . q'-I" A5F j j i) (EXCEPT FOYER) itEXPANDING FOAM AT WINDOW m - I I I II I I; UNIT PERIMETER ,..,..,,. , .. ; I_ J -- -`-- 1 IN Nt X11 23'-41/2" _ �'-O I/2" Q lU N 3 1/2" r I Q m cl� Q Q R! U V II s :fl SANDWICH FJ BETW�EN (4) RR ! x U _ U FAMILY ROOM ( ' USE (3)-E/4" x 10" THROUGH BOLTS 1 �I AT CONNECTION I J c0 N I I z I I I LL Q C] u t! i%' CONTINUOUS BEAD OF - ! I �O SEALANT --------------- i J I J I I in IL�to I 4'-3" , O 1 i ° PLYWOOD 5HEATHIN6 UNDER `n 1 I - I--� I j I Q m z PLYWOOD SHEATHING UNDER p 1 Q Ii j I I I GYPSUM 130ARD FOR WSP I u _I I I i =� lb 6YP5UM BOARD FOR HSP I I�------------_ �\ GYPSUM BOARD N BRACED HALL LINE i} ^ t I H w BRACED HALL LINE I I Q I Q ,--- --- F i I N0 CONTINUOUS BEAD OF I �ARAOE I I t Pro I TEGHNOLOOIE5 U 1'-3 1/2" `� I ' i I I MODEL T-105 I SMOKE d G.O. I ADHESIVE �I L I 5 P.G. SLAB x I q L_-__J 1 t N 1 O I x PITCHED 70 DOOR 3 II PROGRAMMABLE I DETECTOR (TYP) 1 -1- i N I I t� `9' THERMOSTAT I CONTINUOUS BEAD OF SEALANT N �I I WALL LIN —i 2alo .. o N C� 0 I �_ 25 cfm CONT. i p ; i 5ELF-CLO51NO 20-min n 287 TO ERV I 7" x -P P5L COLUMN I - -------------- `ii'' 1.15 x 16 LVL i _ F.R. DOOR [R302.5.1] II - [MI505.4] N GL LN 2&-r° 2" CLOSED-GELL 5�F I I FLUSH HDR m 4x4 - _ I = �� _ - ---------------� '� / �--- (2)-L-15 x I6 LVL FLUSH HDR __ __ P05T _ r_ _ _ _^ _ -! I, POS - i+ _ -- _ _ --� -- -- -- -------- -------------- -- 7 N b O" 2'-1" (3)-135 x Ib LVL DROP HDR__ __ PN - (ENGINEERED DE51GN) `�` POST - 3-X- _ 4x4 I ` 4x4 x4 BATH cV (ENGINEERED DESIGN) 3'-I" ` S `� I P05T POST �� �' 167° I i� �. � m ~ V ---------------� � I i - I I� W INTERIOR GARAGE WALLS: I I PLYWOOD 5HEATHIN6 UNDE N I r! to O CONTINUOUS BEAD OF I II (2)-2f'70 Q I Z ,TI W Z R-15 BATT INSULATION 6 i RSUM BOARD FOR WS(' Z - l' SEALANT / °1, °+I 1 Y2" GYPSUM BOARD II m -- �/ I -� I `�BRAGED WALL,LINE o I I 20 cfm DONT. � "�'�• � - � 6YPSUM BOARD I j ` i I LL ��\ �,' N 2¢7 i TO ERV (A -I lT O Z W 6ARA6E GEILIN6 r L_1_ [M1505.4] �-- Q- Q Z -� j Y2" 6YPSUM BOARD j N 2�° m -ill � iv cv } l� N 1 [TABLE 8302.61 I „ T) z 1 OPEN TO ABOVE I- o �' Q-W O W U-I t u m 2- 1/ - Q PLYHOOD 5HEATHIN6 UNDER o - Q p x l ,r/ �� cV F N <-1 ® Q i + CONTINUOUS BEAD OF N I 247 DINING ROOM ,� x 1 i , ' MASTER BR SU I TE I o z _ O 0 �/ } j SEALANT t GYPSUM BOARD FOR WSP u- r_ I — N E BRACED WALL LINE in O l �' v -- ' - - Q I d I c o 3 1/2" 12'-5" � w II ,' 10'-3 1/2" (V O Q • I i CONTINUOUS MINIMAL Q EXPANDING FOAM AT WINDOW N its z Q UNIT PERIMETER I 1 cp " z �0 PDR PLYWOOD SHEATHING UNDER w (� f i HEAT DETECTOR in I 6YP5UM BOARD FOR WSP m i-1 _-J 4 BRACED HALL LINE - `9 ABOVE SHOWER x -------- BRACED ------- - - m � t '_ " _ i � r- OW HALL LINE WINDOW UNIT(OR _ N F 307°/(2)-107° 5L l� _ HEATHER-PROOF DOOR) O I- d ; ELEG. PANEL/ 22'-1" m TYPICAL BEARING - I N HALL (SHADED) ! N -- ---------------------------------- - ! - m HALL LINE ABOVE m N it A 305o A 3050 - (2)-1-m x 11.875 LVL tIDR I CONTINUOUS MINIMAL O O go5o PORGH ° EXPANDING FOAM AT WINDOW 20 cfm GONT, O 2`4-7 . +• °.f rye. i 5/4x6 DEGKIN6 UNIT PERIMETER TO ERV «` l t [MI505.4] 3 I/2" 3 I/2" PROVIDE RE ERVED SPACE IN SERVICE PANEL FOR " " - FUTURE SOLAR ELECTRIC INSTALLATION [Ti05A] 14-5 6-8 I/2 tt •1" x "f FINISHED COLUMN 6x6 P.T.P05T ( ��; --'_;iw� �.� { ;-• PLATE Ht. 8'-5" ASF PLATE Ht. q'-I" ASF (TYP_3) (2)-1.'15 x 11.875 LVL HDRa- I; i CONTINUOUS BEAD OF SEALANT -(2)-2x12 P.T. HDR -- - —-- -- -- -- D go5o '�' :;`,£';,,- ""'.' •" �,� .,. 6YP5UM BOARD �^IOOD STEPS 'i ��1:� VEREp JU"J 1 F 2022 CONTINUOUS BEAD OF ADHESIVE 6'-4" 10'-O" 6'-4" 1 Q CONTINUOUS BEAD OF -1 r SEALANT 22'-8" "/'-4" 13'-O" 10'-O" 22'-0" cO} 2 GL05ED-CELL 5PF LL n I A O, Y CONTINUOUS SILL SEALER - p-8 V 1 �_ /{ I FULL WIDTH OF SILL � LL - FOUNDATION HALL CONCRETE SLAB FIRST FLOOR PLAN U.1 W STRUCTURAL DESIGN NOTE Z j SCALE I/ - I ft In accordance with the 2020 RGNYS; structural Q elements such as engineered wood, steel and I- OL --� steel/wood composite columns, beams, headers andOL 4 girders that: ~ cv I) resist gravity loads, and LU _ � �U V� 2) are not contained in the prescriptive design O 0 W provisions of the 2020 RGNYS L• NOTE: IT 15 THE INTENT TO PROVIDE FOR A CONTINUOUS AIR BARRIER ALIGNED HITH THE m THERMAL ENVELOPE. TH15 DETAIL SHOWS were designed in accordance with � � m TYPICAL METHODS OF AIR-SEALING U51N6 ANSI/AWG ND5-2018 with 2018 supplement. O VARIOUS BUILDING ELEMENTS, APPROVED ADHE51VE5 AND SEALANTS. FRAMING Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOHN, SUCH AS CANTILEVERS AND STAIRWELLS, SHALL BE that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR DATE: .1UNE 2022 A CONTINUOUS AIR BARRIER ALIGNED WITH THE THERMAL ENVELOPE IN ALL LOCATIONS. I resist wind loads, and 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 ROWS PLAN I 5 /` L I I/-- � -i- ll I I CJ were designed in accordance with ASCI= 1-I6 wind SCALE: 3/4" = 1 ft IVO A L provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 4 A A-8 Z O F- v N Z 7'-4" a 3'-9 3/4" 14'-2 1/4" r----bT 4 r---- 6-4" 3'-8" 3'-S" O 1L I I tu I I �Ij r— —1-------------1 ----------------- — F Z J) I I I I N I I N I 1�L1 p I I d I I I I Q I I I I r--------------------------------------------- ----------------- -i------ -------------------------------------------- # N WALL LINE BELOW 6452 HAZARD GLA INC [R305.4] I O I O I I I I I I I O I I �p 2x6 GJ AT 16" o.c. 404 P G x I i I -_- 4040 PIG I _ (2)-1.'15 x 11.8`15 LVL FL HDR `; J�____� ��II M BATH � I - (ENGINEERED DESIGN) _- m b'-O" G Ht i DOUBLE WALL 5TUD5 - 4'-II" i = 3 I/2" 3 I/ °----- N -- BEDROOM 4 01 3'-3 I ° 2x8> PLATFORM 8'-0" G Ht m 1Z °O N i Q 20 cfm CONT. z m Z I Z BATH i � �i < TO ERV (F) [MI505.4] I - r- O I I J I 2410 � i t N 51-10 „ � rn WHOLE-HOUSE MECHANICAL VENTILATION [R403b] ui LENNOX HEALTHY CLIMATE ERV5-1-15-TPD ENERGY RECOVERY VENTILATOR i 4'-0" - I- 20 cfm DONT. " i TO ERY `f-2 I/2 Pro I TECHNOLOGIES fINSTALL ERV UNIT I I I MODEL T705 I DUCTS SHALL NOT IBE CONNECTED TOTHEHVAC SYSTEM. I I z I [MI505.4] Q -� l V ® PROGRAMMABLE I o m I I$ I m m S THERMOSTAT I 2e7 ---------I ;;Q ------------ m I m N I cv I SHOWER HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL i z cV _^__c___ 2`F70L 4.2!-To __` I INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. 1�1� LIN 1 36"GUARD[R312.1] _ _ _ " \ i j STALE AIR TO OUTSIDE AND FRESH AIR FROM OUT51DE: 6" dia. DUCTS I m - - - -1 4-10 ® F /-1 _ �� 0 2e-10 SLOPED GEILING i� I CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95P07 HVAC EQUIPMENT IN ATTIC �— — —� IA.C. f3.1:'tURN� m SMOKE G.O, HALL I \1-------------------------- ---gyp GA5 OR PROPANE FURNACE: LENNOX ELI116UH01OXE3613 SLOPED x m DETECTOR(TYP) (2)-2x10 DOOR HEADER I I I FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dla. DUCT Imo— _ — J IN BEARING WALLS AS 5HOWN I to STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201849510 GEILIN i ° I �— — —� (2)-f.75xll.&75 LVL FLUSH HDR (TYPICAL-5) P05T UP �0 I N STALE AIR DUCT FROM KITCHEN HINGED EXHAU5T GRILLE MODEL ISN48 HEATING GAP: 64,000 Btuh;AFUE = c1b.1 _ _ __ r _ ®sync@==ate __ =__ .. - -_ I ALL DUCTS INSULATED TO R-4.2 „ 2a70 BEARING WALL Ze?0 - (ENGINEERED DE51GN) TRIPLE GJ UNDER POST i I i- INDOOR COIL: LENNOX GH35-30B+TDR N I RIGID INSUL _ ' I Q OUTDOOR UNIT: LENNOX MLI4XGi-036-2306;AHRI 203374690 ON ATTIC f I��,) r<— — —� I I I m SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: COOLING GAP: 34,500 Btuh;SEER = 15.10 12 x 12 AIR 36 GUARD [R312.1] I V V I I - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM (n INSTALL IAA MANUFACTURER'S SPECIFICATIONS ACCESS DOOR i TRANSFER GRILL m ,X I �z AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. �✓ O� I 2x44 N LAUNDRY IN CEILING lg I �— — —y IU cv i i _ (V� z 1 1 Z Z I Qd0 � Q v i MA5TER BR 5U I TE 2 i v U to DRYER EXHAUST I I q' Ht TRAY GEILING I [MI502] DRYE WASHER OPEN TO BELOW W.I.�i. Lu Vto ill Z QN 2x8 GJ AT 16" o.c. N j j — -� J lT O -_I W JI i � Z �- N BEDROOM 5 N = I n — w 6-0 1/2" 8'-0" G Ht 3 m 3 1/2" 3 1)12„ 12" ABOVE PLATE 0 0 (� ('l )- r----------- 10'-0, 14'-5" I 2 3 E i Ld O z d) z j cV i N DOUBLE WALL 5TUD5 i 3 I/2" O j _ a F W 0 ®WQ \ I I I Q� (2)-2x10 HDR - I N O } I W.I.G. 261° 12'-5" 51042 EYEBROW PIG i -------------------------- i i� ( ) O Q Q _ --- O �� SLOPED GEILING m �� Z _ (2)-1.75 x 11.875 LVL HDR I < Q T WALL LINE BELOW --------J (EX6 GJREDJ AT 16EoIGN) m m I GO 6452 i aJ i I _ 4 2 PLATE HEIGHT I I O 6 5 q'-5" ABOVE- 5UBFLlOOR 1 I I I i I I I I AIR SEAL I NO MOTES I L_�- WALL LINE BELOWJ ,s"`��C�,.••t'�'A TABLE R402.4.1.1 -2420 I I ,R•.,, .e: �,:�-�' � AIR BARRIER AND INSULATION INSTALLATION -- -----------------------r COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION -- ------ CRITERIA -------------------- A Continuous air barrier shall be installed in the ----------------------------- - building envelope. .;., ,� General requirements The exteriorthermal envelope contains a Air- ermeabie Insulation shall not be used as 6'-b" b'-b" J 7'-6" 7'-6" 2'-6" 3'-O" - ,. t .;.s P continuous air barrier. a sealing material. Breaks or olnts in the air barrier shall be sealed. DEL" VERED JUN fi 2022 The air barrier In any dropped ceiling/soffit shall be 10'-0" 15'-O" aligned with the Insulation and any gaps in the air Ceiling/attic barrier shall be sealed. The Insulation in any dropped ceiling/soffit shall be aligned with the air barrier. 49'-I0" Q Access openings,drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. z0 Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a material having a thermal Q J p P p resistance of R-3 per Inch minimum. 5ECC 1'r' ) FLOOR PLANI tL - walls The"unction of the to late and the to of exterior A I �LL�� I `� (n1 walls shall be sealed. Exteriorthermal envelope insulation for �� O it_ f framed walls shall be installed in substantial A_a SCALE: 1/4 = 1 ft �/ m Knee walls shall be sealed. contact and continuous alignment with the air O Z barrier. Q O O Windows,skylights and doors The space between window/doorjambs and 0 V m framing,and s Nights and framing shall be sealed. O m Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated I ^' Floor framing cavity Insulation shall be v t(� installedto maintain permanent contact with ® v / P l \ } ! the underside of subfioor decking. O 02 V z O Floors including cantilevered floors The air barrier shall be installed at any exposed sAlternatively,allbnc floor framing topcavside Insulation T O shall be in contact with the top side of 'd IL and floors above garages. edge of insulation, sheathing or continuous Insulation installed SOLAR-READY 0 Q v on the underside of floor framing;and O extending from the bottom to the top of all CERTIFICATE O O v �. -Mmeter floor framing members. -1 < < 0 Exposed earth In unvented crawl spaces shall be Crawl space insulation,where provided This home has STRUCTURAL DEVON NOTE ILI— Z Crawl space walls covered with a Class I vapor retarder with Instead of floor insulation,shall be incorporated features at D v Z ­ overlappingjoints taped. ermanentl attached to the walls. the time of initial In accordance with the 2020 RGNYS; structural '4 Q �-- Duct shafts,utility penetrations,and flue shaftsOL Shafts,penetrations opening to exterior or unconditioned space shall be construction to enable the elements such as engineered wood, steel and XF�- < sealed. Batts to be Installed in narrow cavities shall installation of solar steel/wood composite columns, beams, headers and 4 d nn Narrow cavities be cut to fit or narrow cavities shall be filled Lg 2 v' ri e ec ric, irders that: � with Insulation that on installation readily 6-1 conforms to the available cavityspace. The solar-ready roof 1) resist gravity loads, and v w Garage separation Air sealing shall be provided between the garage zone Is shown on this aL i and conditioned s aces. J Recessed light fixtures installed in the building Recessed light fixtures Installed in the construction plan excerpt 2) are not contained in the prescriptive design O 2 O and is free of w Recessed lighting thermal envelope shad be sealed to the finished building thermal envelope shall be airtight (� provisions of the 2020 RGNYS � surface. and IC rated. GO UI obstructions that would UIT O In exterior walls,batt insulation shall be cutq limit placement of solar were designed in accordance with � � O neatly to fit around wiring and plumbing or g Plumbing and wiring Insulation that on Installation,readily panels. ANSI/AWG ND5-2018 with 2018 supplement. m conforms to available space,shall extend behind piping and wiring, Plastic conduit for future J Thealrbarrierinstalledatexteriorwallsadjacentto � electric wiring has been Structural elements such as walls and fenestration ExteriorwalisadJacenttoshowersandtubs ShowerAub on exterior wail showers and tubs shall separate the wall from the shall be Insulatedinstalled wiring through s IS at that: . shower or tub. The air barrier shall be installed behind electrical CONDUIT the locations shown to DATE: JUNE 2022 I) resist wind loads, and Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed facilitate the Installation boxes shall be installed. HVAC supply and return register boots that of wiring between the HVAC register boots penetrate building thermal envelope shall be sealed electric service panel and 2) are not contained In the prescriptive design 2nd FLOOR SOLAR-READY provisions of the 2020 RGNYS PLAN to the subfloor,wall covering or ceiling penetrated roof-mounted solar ROOF ZONESby the boot. panels. Where required to be sealed,concealed fire were designed in accordance with ASCE 1-I6 wind sprinklers shall only be sealed in a mannerthat is provisions and acceptable engineering practice. DRAWING NUMBER recommended bythe manufacturer. Caulking or Concealed sprinklers other adhesive sealants shall not beused where such elements occur in the plans, they are fire sprinkler plates and fill walls voids between annotated "ENGINEERED DE51GN." orceilings. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO WALL NEXT TO ELEC�IG 5ERVIC���NE�5ER1(�G�PANEE [TIO5.10] A - 5 O BWL A BWL B BWL G BNL D BWL E BWL E 11'-4" V I I I I I 1L D BWL t ---` ,- 51-0.1 3-_ --`--r--- m I LUQOL I BWL 2 -- s a r: 414o BRACED WALL PANEL CALCULATIONS Wind Adjustment Factors-Table R602.10.3(2) (p.187) Upper Story o m I Numbered Lettered LZ-211Wall Lines Wail Lines Comment I -'I I Exposure Category 1.00 1.00 Exposure B; 2-Sty BWL 3 -- - --- - ------ -- Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only --) _ _---------- �------------- -�--- StoryHeight 0.93 0.93 8'-811 gh Number of Braced Wail Lines 1.30 1.60 3; 6 -4" ! 4-6Additional 800 Ib Hold Down 1.00 1.00 NIA 14'4011-1 I I Gypsum Board Fastening 1.00 1.00 NIA �-- , Wind Factor Total 1.185 1.458 Braced Wail Bracing Braced Wall 144 mpli Wind Factor Total Bracing S�G01�17 STOGY �1�1L i�L,��l Line Method Line Spacing Required Total Required Length Status (ft) Bracing (ft) Bracing Provided (ft) „ 1 WSP 10.75 3.19 1.185 3,78 25.19 OK SCALE: 3/I6 = I ft _Z 2 GB 12,33 6.55 1.185 7.76 52.69 OK nn,, 3 CS-WSP 13.92 3.48 1.185 4.12 24.33 OK 1� OL A CS-WSP 8.50 2.50 1.458 3.65 16.33 OK � ff��� rm z B GB 10.58 5.76 1.458 8.40 17.67 OK V z C GB 12.00 6.40 1.458 9.33 23.00 OK j_ Z Z <' z w D GB 12.50 6.63 1,458 9.67 25.42 OK m <= � w E GB 9.58 5.50 1.458 8.02 17.83 OK 1 L-, O z O F CS-WSP 5.50 2.50 1,458 3.65 13.58 OK p r O z BWL G BWL H BWL I BWL K p- , J m Wind Adjustment Factors -Table R602.10.3(2) (p.187) O < 22'-5" 8'-7" 43'-1" Q O } �p 4 d A i - I Lower Story 1�. Q Q Garage Garage Dwelling Dwelling < _..._....._...._.-._,_.__..i"_r.......,.__.._.._.._......._..".,._..A._.._- I Numbered Lettered Numbered Lettered Comment { I I Exposure Category 1.00 1.00 1.00 1,00 Exposure B , Roof Eave-to-Ridge Height 0.99 0.99 0.99 0.99 9'-10" Gar; 9'-8" Dwelling - Story Height 0.98 0.98 1.01 1.01 9'-8" Gar; 10'2" Dwelling 41-411 21-611 3'-il" 6'-6" I Number of Braced Wall Lines 1.00 1.00 1.60 1.45 2, 2 GAR; 5, 4 Dwelling Additional 800 lb Hold Down 1.00 1.00 1.00 1.00 NIA F I ' BWL 4 --- I i, Gypsum Board Fastening 1.00 1.00 1.00 1.00 NIA ,a ......... Aa' I ..._...._-_...._. I Wind Factor Total 0.970 0.970 1.600 1.450 ., Braced Wall 130 mph Total Bracing Iz w I , Braced Wall Bracing Wind Factor Line Spacing Required Required it ' Line Method p g q Total q Length Status 3 r BWL 5 -- .. _-. ..,....ry... . ., -'?- ) (ft) Bracing (ft) Bracing Provided (ft) } • f'a, t„ c:e°'`�.� _ age Gar a, r I _I 5 CS-WSP 25.42 5.08 0.970 4.93 6.00 OK �r JUN 1 7 CS-WSP 25.42 5.08 0.970 4.93 5.83 OK PLYWOO ' SHEATHING BWL DEL,VERED JUN 1 6 2022 G CS-WSP 22.42 4.48 0.970 4.35 7.08 OK - -- - - `' -- - - UNDER WALLBOARD ,) ( PLYWOOD SHEATHING H WSP 22,42 5.48 0.970 5.32 6.00 OK PLYWOOD SHEATHING i UNDER WALLBOARD ' Q J J ,.; -- Dwelling UNDER WALLBOARD i O _� 4 CS-WSP 17.08 6.98 1.600 11.17 17.25 OK j - -- 5 CS-WSP 25.42 9.90 1.600 15.84 25.00 OK O dl ) V-0" ! 6 CS-WSP 18.70 7.55 1.600 12.08 18.75 OK Q 7 CS-WSP 25.42 9.90 1.600 15.84 18.00 OK BWL 6 - -- - ---- 8 CS-WSP 20.33 8.12 1.600 12,99 13.00 OK O O Q- I 11 H WSP 8.58 4.50 1.450 6.52 15.58 OK O I CS-WSP 24.78 9,67 1.450 14.02 29.08 OK O i J CS WSP ~ - 21.88 8.66 1.450 12.56 20.42 OK w PLYWOOD SHEATHING K CS-WSP 32.75 12.46 1.450 18.07 35.67 OK UNDER WALLBOARD PLYWOOD SHEATHING �� � UNDER WALLBOARD PLYWOOD 5HEATHING O _ ) � ; UNDER WALLBOARD i Ua W� IL °- ' z ! o dQ OL BWL 7 --- - --- --- ------- - ---- �I 411 1 11 T-011 JU I I I li IL w O LL o 7 m I I I (y O - DATE: JUNE 2022 ! I I 22'-011 I 21'-111 I 10 it WALL BRACING PLAN FIRST STORNr BBL PLAN DRAWING NUMBER SCALE: 3/16" = I ft A - 6 O TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa,b,c,d,e, g GROUND SNOW LOAD (psf) O 20' 30 Q RAFTER RAFTER rz SPACING Roof span(feet) O SLOPE (inches) 12 120 128 136 112 1 20TI 28 136 Q Required number of 16d common LU nailsa,b per heel joint splices`,d,e O 12 4 6 8 10 4 6 8 11 Z 3:12 16 5 8 10 13 5 8 11 14 n 24 7 11 15 19 7 11 16 21 12 3 5 6 8 3 5 6 8 Q Z SOLAR-READY ZONE [T1O3.3] 4:12 16 4 6 8 10 4 6 8 11 PROVIDES 56" WIDE AGGE55 PATHWAYS 24 5 8 12 15 5 9 12 16 # r FROM EAVE TO RIDGE WHERE SHOWN _ --1 [R324.6]. THE 5OLAR-READY ZONE SHALL 12 3 4 5 6 3 4 5 7 REMAIN CLEAR OF OBSTRUCTIONS SUCH A5 5:12 16 3 5 6 8 3 5 7 9 VENTS, ETC. [TIO3.4] (T'rPIGAL-3) 24 4 1 7 9 12 1 4 1 7 10 1 13 ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] ROOF LINE O INSTALL 2"(P VERTICAL SCHEDULE SO PVG 12 3 4 4 5 3 3 4 5 CONDUIT THROUGH ALL WALLS TO ATTIC, HITH 7:12 16 3 4 5 6 3 4 5 6 Q TEMPORARY PLU65 OR GAPS AT EACH TERMINUS [E3502.3.2]. WALL LINE WALL LINE 24 3 5 7 9 3 5 7 9 ROOF BELOW ROOF BELOW �Q 12 3 3 4 4 3 3 3 4 o 9:12 16 3 4 4 5 3 3 4 5 ry 24 3 4 6 7 3 4 6 7 N 12x10 RR AT 16" o.c. 2x10 RR AT 16" oz 5 w ROOF OVERHANG BELOW 4 E n a 12 3 3 3 3 3 3 3 3 Li.-.,...-, ' = 12:12 16 3 3 4 4 3 3 3 4 ROOF LINE \0F_ - ° -- ' 24 3 4 4 5 3 3 4 6 WALL LINE 1 _.-...__.: or SI: = m, foot=304.8 mm, pun per l � J) ...x,... _......., F 1 inch 25 4 m 1 1 o d qu r foot=0 0479 kPa d b b d f 16d s a a e40d box nails shall be permitte to esu stitute orcommon nails. yam' '! �._°; _ 2x6 RR b. Nailing requirements shall be permitted to be reduced 25 AT percentif nails are clinched. 0 c. Heel joint connections are not required where the ridge is supported by a load-bearing wall,header or ridge beam. AGGE55 ROOFd. Where intermediate support of the rafter is provided by - - Avertical struts or purlins to aload-bearing wall,the .71.. e j o tabulated heel joint connection requirements shall be i l N / N - permitted to be reduced proportionally to the reduction in -�..,. . span. r e. are required for ceiling J 1st � Q Equivalent nailing patterns 'o to ceiling joist lap splices. f. Applies to roof live load of 20 psf or less. I.15 x 14 LVL STRUCTURAL RIDGE ,, N g. Tabulated heel joint connection requirements assume Z V POST RIDGE DOWN TO BEARING that ceiling joists or rafter ties are located at the bottom / ` ..... ...:.......:... 3 POST DNI ._I 2x12 RI �p 0 WALL AT 12'-O" ON-CENTER OR LE55 2x12 RIDGE of the attic space. Where ceiling Joists or rafter ties are u� F- I, i I located higher in the attic,heel joint connection m z requirements shall be increased by the following factors: i I Q d EXTEND RIDGE TO .i I 1 � — — -I� O-1 W BEARING WALL AT o t H /H Heel Joint Connection Ad Adjustment Factor Q �-- d— O _ GARAGE ROOF BELOW - Hc/HR J :. i ! � ALL VAULTED s:, v 6EILIN65 - 1/3 1 11) ° 1 X 1/4 1.33 1�--� 0. O LU DL M 1/5 1.25 d J m v O 1/10 or less 1 N O < „ 11 a _ \AT146 where: Q `1 N 3 :' ' ry � Ho=Height of ceiling joists or rafter ties measured vertically x2x6 RR AT 16' o.c. ab ve the top of he rafter support walls.0 tHRHeight of roof ridge measured vertically above the top of x2x10 RR AT I6" o.c. 2x10 RR AT I6" o.c. the rafter support walls. WALL LINE 2x10 RR AT 16" o.e. H .. .R �,..e°;•*?Ips., ROOF LINE I .. ti,.,f ' r •"" t I ROOF LINE Q ROOF BELOW �? J �.' PORCH ROOF BELOW WALL LINE x,°eR I fi;d..PP Cg PES VEXED JU�d 1 6 2022 ROOF LINE I Q O O dl � f t-• o Z Q� ROOF FLAN SCALE: 1/4 - 1 ft O V to o �[ t N O< N < o O STRUCTURAL DE516N NOTE tu — u�� z In accordance with the 2020 RGNYS; structural � Q �— O Z elements such as engineered wood, steel and 0_ < steel/wood composite columns, beams, headers and d< girders that: II.- (� '6 1) resist gravity loads, and V ud 0 �F 2) are not contained in the prescriptive design O = 0 provisions of the 2020 RGNYS m were designed in accordance with m ANSI/AWC NDS-2018 with 2016 supplement. O Structural elements such as walls and fenestration that: DATE: JUNE 2022 I) resist wind loads, and 2) are not contained in the prescriptive design ROOF PLAN provisions of the 2020 RGNYS were designed in accordance with ASCE '1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A -7 m ROOF -----------------------------------------------------------------------------------------------------------------i 2x EXTERIOR WALL Z I> O I 1 —— _ I � � z — — —I — - - - - - I " GL05ED-GELL 5PF INSULATION O -- - - - - - - _. -. — 6 I STUD TO FLOORJ015T V f i I I I I SIMPSON COIL STRAP (� I (4)-Sd NAILS AT EACH END O ------ ------------}------- --- ------------------------------------------I --I---------------------------------------------------------------- -----------------------------------------------------__y LL GEIUNG LAUNDRY I I I FAMILY BATH �_ I — — — — MASTER 13ATH I 2x 50LID BLOCK 4 AIR-SEAL BETWEEN FJ Q — _.._ - - -\ - - 2x RIM BOARD > >I I I > I I I I > I ' II }I } I a I I I CANTILEVERED FLOOR J015T O - v' � WG yyG I i _ WASHER I i I I LAV. I I I LAV. I LAV. 0513 k VINYL SOFFIT p _ TUB I I TUB I I i '0 I SHOWER I j FLOOR JO15T TO WALL: (� 2nd FLOOR I I I I I SIMPSON H2;(5)-8d NAILS TO FJ $ (5)-Sd NAILS TO STUD #�fl 1-] 2x EXTERIOR WALL _____________ a ALTERNATE WHERE FJ/STUD M I SAL I6N5: f --- ------ ----------- -------- ----- --- ---------------------------------------------------- - -- ---�------- 2 W _ 3 W----- f-i/2 W r I-I/2 W I-1J2 W 2 W 3 W -- 2 W ---�--- I " " " " " " FLOOR JOIST TO PLATES: 2 W I I G.O. 2„ W 3„ W I I G.O. 2" W 3" W : I SIMPSON H2.5;(5)-Sd NAILS TO FJ, (5)-8d NAILS TO PLATES --EILINO ---G.O------ W -- -- ------------------------------------------ --I-------------------------------------------•-------------------- --------------------------------------------------------� PLATES TO O STUD: TO PLATES,(5)-8d TO STUD I CEILING _, — — — — — — — — — — — POWDER — — — — — BATH I 2x ROOF RAFTERS AT 16" O.G. O ._ — — _ _ KITCHEN _ 1 USE &ALV. HURRICANE TIE BETWEEN 1 — 1 — — i EVERY RAFTER AND THE ROOF BEAM >I >I �I ��- - - - - -1 - - - - ---1 I I7ETAIL. AT FL OOi� lel 2x GEILIN6 J015TS AT 16�, O.G. �v JOINT CONNECTION KIT SINK iANT I LEVE'S $ SETBACKS USE (3 NAILS AT RAFTER CU / INCWG HEEL JOIN LAV. T LAV. I I 50ALE: NTS ROOF BEAM (SEE PLAN FDR SIZE) cV OW fn m I � UG3A PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS j 12" O.G. STAGGERED ALONG LENGTH I I SHOWER 1 1st FLOOR I VENTED VINYL SOFFIT 1x8 TRIM BOARD 2" W 1-1/2" W 3" W 1-1/2" W 3" W 2" W i UPLIFT CONNECTIONS: G50 &ALV. COIL STRAP G.O. 2" W G.O. 2„ W 3" W G.O. 2„ W 3" W I USE (2) AT EACH POST,TOP d BOTTOM 514"xb" DEGKIN& (4)-I0d NAILS AT EACH END ------------------------- ----------------------------------------- - -------------- ----------------------------------------- ------------- PERPENDICULAR TO JOISTS GEILIN6 _ i _ G.O. 4" W THREADED OR 4" W " J — (2)-NO. 8 WOODSCREWSAT -11 F.A.I. 4x4 WOOD COLUMN 4 H f 4, I EACH 5UPPORTING MEMBER UG35 PRESERVATIVE TREATED I [R501,1] REST DIRECTLY ON FLOOR BEAM I FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JOISTS UG313 PRESERVATIVE TREATED a C �"''� �,{ (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROWS OF IOd NAILS FL.UMB I NO R 15ER L I Jl R J` I I / LTO APPROVED UG3B PRESERVATIVE TREATED Ib" O.G. ALONG EACH EDGE [R50'7.5] SCALE: NT5 `"/ J '�1./ J"� HOUSE TRAP -/ I SANITARY SYSTEM GRADE I 4x4 WOOD POST BASEMENT FLOOR ` I U63B PRESERVATIVE TREATED v --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� (� PB44 HOT-DIPPED GALV. 1�- P05T BASE ANCHOR 'I m i- }•4-1 m Wz. l� 12"0 x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 �- W Z VERTICAL REBAR ON 7— J Z W 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 LQ REBAR EACH WAY, REBAR 4" ABOVE ,'- N Iv TYPICAL ROOF R-3q BOTTOM 0 O Z Z ASPHALT ROOF SHIN6LE5 OVER 15# FELT OVER � p-!11 ®W " STRUCTURAL PANEL SHEATHING OVER I- _ 2x10 RAFTERS AT 16" O.G. h/ <J R-346" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) TY�'I GAL. FOfiRC H DET, I L. J�., m 1.15 x 14 LVL STRUCTURAL RIDGE WITH/2" GYP5UM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] O } '\21Q 7 (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] 0 NT5 / N 0 Q 4 R I DOE TFNS I ON STRAF: 12 8 Q x o WRAP STRAP OVER RAFTER —I (5) 10-d COMMON NAILS AT EACH END OF STRAP I u _LLuj_,. 1 2x4 COLLAR TIE &ABLE WALL INSULATION AT 48" D.G. •_'" '�`��°"'r. (OPTIONAL) i I •,,.� .:f, CONTINUOUS: R-5 I-INCH RIGID FOAM XPS� I� a ; (• ' , CAVITY% R-13 2" 5PF SEALED ATTIC (I lkfi GTLY GONDITI( NED) MTS30G STRAP-TIE <.,•••°""°•••.:'��=``° (BEYOND SECTION) I WOOD BLOGKING EACH RAFTER .> 2x6 GJ AT 16" O.G. I 0SMOKE G.O, IDEINERED DETECTOR IN ATTIC1 Hull Hull L4.111 1-114" WIDE 20-6UAGECGALVANIZED STEEL STRAPI�>� TR TO STU1D• L PIGAL EXTERIOR WALL R-20 NOTE: ALL DUGT5 SHALL BE EACH SIDE OF WINDOW AND2x4 STUDS AT ib" D.G. LOCATED IN THE ATTIC, I/2" GYPSWRAP STRAP OVER RAFTER INTERIOR SECOND STORY BOARD FINISH ODOR OPENINGS. INSTALL(4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND STRAP FROM TOP OF TOP(2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN FLOOR PLATFORM. MIN. R-6 PLATES TO JACK STUD. JUS 1 6 L022 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION DUCT INSULATION IN ATTIG. MINIMUM LENGTH BELOW IAW MANUFACTURER'S SPECIFICATION VINYL 5101NO OVER HOUSEWRAP OVER R-5, I" XPS INSULATION z HEADER = LENGTH ABOVE WHERE RAFTER ALICN5 WITH STUD OVER 1/2" STRUCTURAL PANEL 5HEATHIN(9 05-W5P % BOTTOM OF HEADER R-13 2" CLOSED-CELLLU - FHALL w LAUNDRY W.I.G. SPF AT RIM JOIST Q BEYOND SECTION w (2)-1.15 x Ib LVL " N 2O In DOUBLE-FRAMED 3/4" SUBFLO ~ O STAIRWELL (TYP) OR O i Q Q = a IL �p 16" TJI-360 FJ AT I6" O.G. u a g a o z (� TYPICAL INTERIOR WALL 2x12 LEDGER N I I Q Q O v 2x4 5TUD5 AT 16" O.G. :, �- NALL STUD TO NAL.L_ STUD : " (2)-2x4 TOP PLATE;2x4 SOLE PLATE q 3/Ib'� I(2)-1.15 x I6 LVL I/2 GYPSUM ��-• I FL HDR BOARD FINISH STRAP OVER OR UNDER 5HEATHINC� /2 GYPSUM WALLBOARD ON BOTH SIDES o _ N (4) 8-d COMMON NAILS AT EACH END OF STRAP �� I I O 1St FLOOR PLATFORM 2x6 G.J. r I I !x z O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET cl R-13 2" CLOSED-CELL 2x8 PLAT HOOD FLOORING OVER I I TANS I ON STfi�>� 'I NO , d ti- 5/4" N PLYWOOD 5UBFLOOR 5PF AT RIM J015T DQE I I s a "�- llb75 TJI-230 FLOOR JOISTS AT 16 O.G. '^I /�` O CROSS BRIDGING AT MID5PAN AT Y `AL•L. OPEN I N05 O v SILL CONSTRUCTION: I/2" GYPSUM I I HALL PANTRY SCALE. NTS W p a < z 2x6 P.T. (10635) BOARDG3B) SILL ON TERMITE SHIELD ON SILL SEAL WITH 1/2" ANCHOR BOLTS FINISH I 3: A-. V z (SEE TYPICAL WALL DETAIL) Cl 3/16" INI5HED FLOOR �--- Q W t I m Q N Ul r VL GIRDER B 1/2 6YP ISH INISHED GRADE V W-// Ci TO 51 LL PLATE :: FINISH GRADE 5TAIR5 V LU < WRAP STRAP UNDER SILL PLATE PER CODE SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LAO SGREWS BASEMENT O W O (6) 8-d COMMON NAILS AT EACH END OF STRAP q" SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 9 2xa PLAT (INDIREGTLY CONDITIONED) m m L t LU FULL HEIGHT R-11 BLANKET WALL O F- to •d ae,. e ° .,:- a y <" N INSULATION AS MANUFACTURED BY a GERTAINTEED CORP. ASTM E84 MAX. -� d FLAME SPREAD INDEX 5 25 Q MAX, SMOKE DEVELOPED INDEX 50 2x6 STUD WALL AT 6ARAOE (SEE FLOOR PLAN) DATE: JUNE 2022 IBOAGRYPSUM q' rZ+0 TRIM 5HEATHIN6 AROUND GEILIN6 JOISTS FINISH 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB 2x6 G.J. LAP AND CONNECT OVERHANG CEILIN& JOISTS TO STUDS WITH SECTIONS MINIMUM (3)-16d FAGE NAILS DETAILS 10" POURED CONCRETE FOUNDATION 5TEM WALL 7 (ENGINEERED DE516N) H 1 C H-lel I ND UPLIFT STR>�FF I NO VERTICAL REINFORCEMENT: #4 INSIDE AT IZ" O.G. I�" TO 4j" CONCRETE COVER FROM INSIDE FACE w/(3)-40REBAR DEEP P.G. FOOTING SCALE: NT5 HORIZONTAL REINFORCEMENT: #4 REBAR AT f8 D.G. DRAWING NUMBER TOP BAR WITHIN 12" OF TOP OF WALL SECTION A SECTION B _ UPON 24" x 12" Ht CONTINUOUS P.G. FOOTINGA NOTE: ALL METAL STRAPPING SHALL BE 11/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). MINIMUM 3'-0" BELOW GRADE SCALE: 1/4" = I ft SCALE: 1/4" = I ft __ �5 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51DENTIAL CODE OF NEW YORK 5TATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Gode - 19 NYGRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES �� - and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RIO5.2 BUILDING PERMIT= A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER AIR MEAN FLOOD ULTIMATE DE516N WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site until project completion. SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL httpr,://hazorclr,.ote.ounc.1l.org FOR THE PROJECT LOCATION: Pr j p pWeathering Termite HAZARDS p o 0 9 z LOAD (mph) effects region debris zone CATEGORY depth TEMP REQUIRED INDEX TEMP N 41.0031 W 72.5665 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES Rio63 DESIGN PROFESSIONAL= A Certificate of Authorization Is WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUCTION filed with The State Education Department entitling D'Amoro 20psf 127 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F 8301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide professional engineering services. However,the Designer has O MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, 1L supervision nor Inspection,and therefore Is not res onslble 8301 2(3)] AFFIX THI5 SIGN IN AGGORDANGE WITH p Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shall D Elevation Latitude EXPOSURE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. Immediate! notifyDesigner, In writing, If there Is an 1U heating cooling factor temperature cooling difference COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT dlscre ani founbetween field conditions and 1 n 0 0 o " dimensions,es especially with regard to existing construction. O U�l 60 ft 41 North 15 99/o outdoor DB 85 1 /o outdoor DB 0.998 70 F 75 F 55 F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE 8301.2(3)] P y 9 9 Z - Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 200 pIf (28'-O" roof R3o12.1 WIND DESIGN: In accordance with Figure R301.2(15)I3,wind (14Coo►in tem Wind velocity Wind velocity Coincident a g"'' Cooling 'nature p Daily range - span, 140 mph, pitch greater than 5:12) [TABLE R&02.111 design Is not required. This building is designed in N difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 pIfW accordance with the wind provisions of the 2020 ROWS. F- ry 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 pIf R3012.12 PROTECTION OF OPENINGS: This building In not located A UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. .fl OF ALL BRACED WALL PANELS [R602.35]. P-301.2.4 FLOODPLAIN: This building is not located In a flood # hazard area. } - R3015 LIVE LOADS: Minimum uniformly distributed live loads: lUyc Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf, Rooms other than steeping rooms -' TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 8301..66 psf,Sleeping rooms 30 psf, Stairs 40 psf ROOF LOAD= Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A56E-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table 8301.6. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION NOMINAL MATERIAL a b design corresponds to the 30 psf ground snow load column to OF FASTENERa, OF FASTENERa, THICKNESS DESCRIPTION ° OF FASTENER AND LENGTH Edges Intermediate account for unbalanced toad conditions. (inches) inches Roof Floor support (•>I ) (inches) R301.8 NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2%"x 0.113");or 4-8d box(2Y2"x 0.113");or I (inches) these plans are nominal sizes. Engineered wood dimensions Wood structural panels,subfloor,roof 9 and wall sheathin to framin and articleboard wall sheathin to framin a.VL,P5L I Jolsts,glu-lams, etc) are actual dimensions. 3-8d common(2%"x 0.131");or 3-8d common(2%" x 0.131"); or P � � g g P g g 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x 0.128");or Toe nail 21 Joist to sill,top plate or girder 3-10d box(3"x 0.128"); or Toe nail Staple 15 ga, 13/4 4 8 8302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails1 0 0 l/ projections shall be located at least 5 feet from lot lines and Up to/ .097- .099 Nail 2 3 6 are not fire-reslstonce rated. 8d box(2%"x 0.113 ) 4"o.c. toe nail Staple 16 ga. 1 4 3 6 4-8d box(2%2"x 0.113");or R302.a FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%2"x 0.131");or Rim joist,band joist or blocking to sill or top plate 8d common 2%2"x 0.131" ; or 0.113 Nail 2 3 6 WALLS AND CEILINC75: Gypsum wallboard is a Glass A finish 2 Ceiling joists to top plate Per Joist,toe nail 22 roof applications also ( ) i9 5 Staple 15 and 16 a 2 having a FSI = 15 (req'd max. 200) and a SDI = o (req'd max. 3-1Od box(3 x 0.128 ),or ( PP ) l Od box(3 x 0.12$ ), or 6 o.c. toe nail /2 and / P g 4 8 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 4 4 8 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1Od box(3"x 0.128");or 3-8d box(2Y2"x 0.113"); or Staple 14 ga. 2 4 8 INSULATION: Exposed insulation that is not installed in 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %"x 0.162");or Face nail 2-8d common{2%"x 0.131");or Staple 15 ga. 1 3/ 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-10d box 3"x 0.128" • or Face nail 2Y32 and 4 1 surfaces shall have a F-51 s 25 and a SDI s 450. See plans ( )] ) { )� 0.097-0.099 Nail 2Y4 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 3/" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g 4 8 8302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2"x 0.135");or Staple 14 ga.2Y4 4 8 around all penetrations of the floor and ceiling planes, and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-16d common 3/2 x 0.162 i where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail 2/ 3 6 4-1 Od box(3"x 0.128");or 3-16d box(3%2"x 0.135");or 1 Staple 15 ga.2%4 4 8 R302.12 DRAFT5TOPPIN6: Not needed for this project. Collar tie to rafter,face nail or 1 4"x 20 ga.ridge strap „ „ . 25 2 planks(plank&beam- floor&roof) 2-16d common 3 1 " At each bearing, face nail 5 3-lOd common(3 x 0.148 ),or Face nail each rafter ( / x 0.162) 0.097-0.099 Nail% 4 g 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") SPACIproject under Exception 4. 3-16d common(3 1/i"x 0.162");or NG O FASTENERS 4-10d box 3"x 0.128" ' or NOMINAL MATERIAL a,b - R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3%2' x 0.135" • or ( )� DESCRIPTION OF FASTENER AND LENGTH Edges Body of aneld luminaires shall be IG-rated I/A/W NII02.4.5 with separation ( )' 2 toe nails on one side and 1 toe 26 Band or rim joist to joist 4-3"x 0.131"nails; or End nail THICKNESS g y p 3-IOd common 3"x 0.148" • or (inches) from Insulation per listing. Z 6 Rafter or roof truss to plate ( )' nail on opposite side of each rafter 4-3"x 14 a staples, (inches) (inches) (inches) 4-1 Od box 3"x 0.128" • or g . p /6 crown D_{ )' or truss R308.4 HAZARDOUS 61AZIN6 LOCATIONS= Tempered glass or ty l!__ 4-3"x 0.131"nails Nail each layer as follows: 32"o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cementh other approved safety glazing material shall be installed in O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; LU (� m 4-16d box(3%" x 0.135");or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. JU V W m lj 3-IOd common(3"x 0.148");or Toe nail l Od box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R3041.1 6ARA6E FLOOR SURFACE: Garage floor shall be 5-inch Z Z Q W dJ z v 4-I0d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehiclepa -r� --- J>s O -1 Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers 1 entry doorway. Q V 4- Z And: Staple 18 ga., /long, crown �-/ U) i IU 7 2-2Od common 4"x 0.192" or ( g ) 3 6 8310 EMERGENCY ESCAPE AND RESCUE OPENIN65: It is the to minimum 2"ridge beam i „ „ finished flooring other than the , 3-16d box(3/ x 0.135 ),or { )° Face nail at ends and at each splice % builders responsibility to verify that window units supplied by Q p- � O �j 3-1 Od box(3"x 0.128")' or 1 % ion x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for flL< > IX ® p 2-16d common(3 %2' x 0.162");or End nail 3-3"x 0.131" nails g 8 8 emergency escape and rescue openings where required. d� 3-1 Od box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) p� O 3-3"x 0.131"nails R311.-1 5TAIRWAY5: Interior stairways shall be pre-assembled tiLL W Nei Q 4-16d box(3%2'x 0.135") or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 8 8 r O 0 wood units. The maximum riser height shall S-I/4 Inches and � � N OQ 16d common(31/2" x 0.162") 24"o.c. face nail Wall 3-16d common(3 4 x" 0.162"); or Plywood(for tile finish) the minimum tread depth shall be cl Inches,plus nosing where Z ,� 28 Ledger strip supporting joists or rafters 4-1 Od box(3"x 0.128");or At each joist or rafter,face nail required. Provide handralls per Code. < Q 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128"); or 4-3"x 0.131"nails 14 ring or screw shank nail-minimum 8312.1 GUARDS: Walking surfaces more than 30 Inches above 16 o.c. face nail 1 s 3 6 grade,and steps leading thereto,shall have guards that Z 3"x 0.131 nails ( " ") 12%ga. (0.099" shank diameter 2-lOd box 3 x 0.128 , or 2-8d common /and/6 ) conform to Code. 29 Bridging or blocking to joist Each end,toe nail -r•1`, 16d box 3%2"x 0.135" • or (2,V2"x 0.131"); or 2-3"x 0.131"nails Staple 18 ga., %,%6 crown width 2 5 Stud to stud and abutting studs at intersecting wall ( )' 12 o.c. face nail R3I22 WINDOW FALL PROTECTION: Windows with sills less than 9 3" x 0.131" nails SPACING OF FASTENERS 11 3 is 1 1 1/4 ring or screw shank nail-minimum a 24" above finished floor and greater than -12" above grade corners(at braced wall panels) /2, /s, /2 and/2 6 8 shall be protected per Code. 16d common(3%" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND Intermediate 12,V2 ga. (0.099 ) shank diameter '/ 16d common(3%2"x 0.162") 16"o.c.each edge face nail ITE OF BUILDING ELEMENTS TYPE OF FASTENERa'b'' Edges n supports',' 1%ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION: Interconnected .• _¢ _.. 10 Built-up header(2"to 2" header with J2'spacer) (inches) inches 19 s 23 s 1 ,: 3 6 smoke alarms,carbon monoxide alarms,and heat detection 16d box 3 %"x 0.135" 12" o.c. each edge face nail (inches) /2, /, /2 and/ 12/ga. (0.099 )shank diameter alarms shall be installed at all locations shown on the plans. 5-8d box(2%"x 0.113");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 V2 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations O��re.`,•. 'r,:�.--z t•' _ : � 11 Continuous header to stud 4-8d common(2%2"x 0.131 );or Toe nail [see Table 8602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. ;. s•;;,a; f`-�'�f` 4-1 Od box(3"x 0.128") 6d common 2"x 0.113" nail 1 %longrin ooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumber specified in the plans { } 30 x" -z" subfloor,wall}' 6 12 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.T) shall be In `,�1 ' ;!',�''� t 16d common 3 y"x 0.162 16"o.c. face nail ( = p p :1 'i. .f. E 12 To late to to late 12 o.c.face nail ( ) p g g(P ) PP 9 accordance with AWA UI for the Intended use and location. P P P P lOd box(3 x 0.128 ) or 31 /2 1 8d common nail 2 4 x 0.131 6 12 Staple 18 a., n n 19 n n n n f 7 i , „ - ion (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless _. 3"x 0.131 nails lOd common 3"x 0.148" Hall or steel,silicon bronze, copper or 1/2 diameter or greater 32 1%" - 1 1/" „ ( :, ) 6 12 Particleboard steel bolts, 8d(2 V2 x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 t; % s 8401.4.1 6EOTECHNIGAL: Footings and foundations shall rest on T _IVERED JUN ] 6 2022 8-16d common(3 4"x 0.162"); or Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 Face nail on each side of end joint 1 „ psf. Visually graded soils that have this load-bearing value 12-16d box(3%" x 0.135")• or :: 1 „ 1/ galvanized roofing nail, /6 head 3 6 s 6d ring-grooved underlayment nail 6 10 Include 6W d 6P-gravel and sandy gravel;6M d 6G-5i1ty and 13 Double top plate splice { ) (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 %4" long Staple 16 ga., 1 %long,%crown 3 6 g y y 12-lOd box 3"x 0.128" ;or , cla ay grovel;5W � 5P-sand and ravel sand;5M d SG-silt each side of end joint) �` 1 12-3"x 0.131"nails 3 :: � _: an Clayey sand. Unsuitable subso material encountered 1 /4 galvanized roofing nail, /6 head i Y8 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-situ O 34 2 32" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., I %4" long 3 6 �' s Staple 16 ga., 1 5/long,3/crown 3 6 with 5/4' crushed stone to a minimum depth of 8 inches or AOBE. _ 16d common(3Y2"x 0.162") 16"o"c, face nail 1 d 1%2" galvanized roofing nail;staple galvanized, R4o22 CONCRETE: Basement walls,foundation walls, exterior Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 1 7 7 walls and other vertical concrete work exposed to the Ul t- 14 16d box 3 1 ") 1 i/2 long; 1 /4 screws,Type W or S For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum 1L blocking(not at braced wall panels) ( /2 x 0.135 ,or 12"o.c. face nail � � 1- 3"x 0.131"nails compressive strength of f'c=3,000 psi at 28 days. Porches, i Y8"„ d 1 /4" galvanized roofing nail;staple galvanized, carport slabs and s to exposed tthe weather,and arae O O 36 / gypsum sheathing s " s :: 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. '�' "1' garage ' Z () m Y2"„ „ , „ 1 / long; 1 / screws,Type W or S g P P floor slabs shall be air entrained stone concrete with a O Bottom late to joist,rim joist,band joist or 3-16d box(3/ x 0.135 ),or 3 each 16 o.c. face nail 7 � - Q � O P J j J b. Staples shall have a minimum crown width of /6-inch on diameter except as noted. minlmum compressive strength of f c,3,500 psi at 28 days. O 15 2-16d common 2 4" x 0.162" • or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing blocking(at braced wall panel) „ „ { )� c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 01- 4-3 1- 4-3 x 0.131 nails 4 each 16 o.c.face nail 6d deformed(2 x 0.120 )nail;or R403.1.4.1 FR05T PROTECTION= Exterior footings and foundations O m Y4"" 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shad extend below the frost line, e., r V 37 / and less 8d common(2%"x 0.131")nail y t. to a minimum f^ O 0 V i_ (y 4-8d box(2 y2"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. V 1 1 3-16d box 3%"x 0.135" • or „ - 8d common(2%"x 0.131")nail;or e. For 5-ply panels intermediate nails shall be spaced not more than 12 inches on center each way. 0 )- ( )� 38 / 1 8d deformed 2 1 " 8404.1:i BACKFILL= Backfill shall not be placed against O a P z 4-8d common(2%"x 0.131");or Toe nail ( / x 0.120 )nail 6 12 £ Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minlmum of'1 days. Brace top ; O (y 4-1 Od box(3"x 0.128");or IOd common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. 00 Y u- D 4-3"x 0.131"nails 39 14" - 1 1/4" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using O O 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail R5o2.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O aL � the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - U LLLL Q 3-16d box(3 4"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVU shalt have a minlmum Fb=3,100 psi and modulus W < Z 2-16d common(3%"x 0.162"); or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 ru/s; 1 ksi=6.895 MPa. E=2.0 x 10^6. u� End nail ���--- fK 3-10d box(3"x 0.128");or 8602 WOOD WALL FRAMING: Load bearing dimension lumber shall < p- v 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and beDouglas fir-larch No. 2 or better. Studs shall be a minimum <sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. Q 4 ___l 3-10d box(3"x 0.128"); or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch, and 100 a,b,c R'102.3 6YP5UM BOARD: All Interior walls to be covered with 1�" F- 0- 17 To laces laps corners and intersections WALL SHEATHING USED TO RESIST WIND PRESSURES � In P plates, P 2-16d common(3 y"x 0.162"); or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise 60 iV 3-3"x 0.131"nailsnoted on plans. W b. Staples are 16 gage wire and have a minimum / MINIMUM WOOD MAXIMUM PANEL NAIL ULTIMATE DESIGN 6-inch on diameter crown width. MINIMUM V UJ < F- 3-8d box(2%"x 0.113"); or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V„lt R7103.3 SIDING= Exterior wall covering shall be vinyl siding tested V 1L d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertical! STRUCTURAL WALL STUD SPACING m h by the manufacturer for use in high-wind regions and installed 2-8d common(2 y"x 0.131"); or Y Y P PP Y PANEL ( P ) with fasteners in strict accordance with the manufacturer's O O IX 18 1 brace to each stud and plate „ _, . Face nail PANEL SPAN SPACING 2-1 Od box(3 x 0.128 ), or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). Penetration THICKNESS Edges Field Wind ex osure Cate o instructions for high-wind regions. Use stainless steel nails for IL f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g P g rY fastening vinyl siding on build) located within 3,000 feet of O 2 staples 1 %" P g g g PP (inches) 9 y g � �j In dJ P (inches) ( ) (inches o.c.) (inches o.c.) B C D the ocean line. N inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O 3-8d box 2%"x 0.113" 6d Common 1.5 24/0 / 16 6 12 140 115 110 ~ m ( ),or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but s R802.I WOOD ROOF FRAMING= Load bearing dimension lumber O 2-8d common(2%"x 0.131")' or less than 140 mph. (2.0"x 0.113") for rafters,trusses, roof beams and telling joists shall be -1 19 V x 6" sheathing to each bearing 2-1Od box 3"x 0.128" ;or Face nail Douglas fir-larch No. 2 or better. ( ) g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, P crown, 16 ga., 1 4" long sheathing shall conform to ASTM C 208. (2.5 x 0.131 1.75 24/16 /6 R806 ROOF VENTILATION: Soffit vents shall be provided with a 24 6 1 Z 140 115 110 minimum net free ventilating area of Xso of the area of the DATE: JUNE 2022 1 �� h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space within the soffit. Attic is unvented. 3-8d box(2/ x 0.113 ), or P blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 y2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Ra052 ASPHALT SHINGLES: halt strip shingle, wrappers shall PP Y g q g g g P g PrP � � g PP 3-1Od box(3"x 0.128");or be labeled to Indicate compliance with A5TM D-'1158 Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"crown, 16 ga., 1 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 accordance witor ASTM h the 1 Class turedsshall be tions tnned in achieve g P PrP PP PYPY g P 20 1"x 8" and wider sheathingto each bearing „ Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of 51x nails per strip shingle. Use g Wider than 1 x 8 b. Table is based on wind pressures actin toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of ' 4-8d box 2%"x 0.113" ;or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on P g Y g saltwater. ( ) the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2 y"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. C. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RI0062 AIR SUPPLY= All combustion air for factory-built 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating, fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 4 A - 9" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. • ' THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING F(�� Load bearing or braced/shear wall i JOIST DETAILS Plate nail-16d(0.135"x 3Y")at abovemust stack over wall below)) Load bearing or braced/shear wall above + Plate nail, 16d 0.135 x 3 Yz") 12"on-center 9 Plate nail, 16d(0.135"x 3/') ( When sheathing thickness exceeds Y8", 2x stud wall at Floor panel nail- eBlocking panel: lY"TJ®Rim Board,1 (must stack over wall below when present) 11 ALLOWABLE HOLES - TJ 1® Joists at 16"on-center at 16"on-center _ + " ® e No load bearing Z trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2/z" at 6 on-center Ya"TimberStrand LSL or TJI Joist. Blocking panel: Web Stiffener ( ) wall above Min.distance from Table A Min.distance from Table B 'X"hole maybe cut Q 1X8"TJ®Rim Board, 1%" Plate nail-16d(0.135"x 3%") Blocking panel: anywhere in web out- required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand@ LSL or sides at A2W ONLY at 16"on-center* 1Ya"TJ®Rim Board, cut or notch flange. Sheathing both sides at A3.4W ONLY squash blocks required each side , ® ���"'••• TJI®joist Floor panel nail- 1/4"TimberStrand LSL + * boundary nails, at B3W ONLY I L 8d(0.131"x 2Y")at 6 on 1 „ , „ j 8d(0.131"x 2/z )a -1/a TimberStrand® or TJI joist Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Yi6" Z h W B1 ts �� Web stiffeners 6" `• � � 6„ Z required on both Q nail each side at A3._ O sides of both oist 6" L, D, D, Closet rou ed round L 2 x L D' Toe nail-10d(0.131" 1 y 9 p z z z 6" 6"Toe nail, Toe nail, 1V"TJ Rim Board A3/A3W 9 holes are emlittedif• ® ( When sheathin x 3")at 6"on-center ends at B4W ONLY No Held cut minimum P minimum No flela cut Donor cur 12 DO NOT holes In (applies to all holes the group perimeterholes to holes larger t Od(0.131"x 3") 10d(0.131 x 3") TJI®rim joist onl or thickness exceeds 7/ , tiffeners required End of joists at 1L min. 1 hatched meets requirements for hatched at 6"on-center at 6"on-center 1YaYTimberStrand® LSL, trim sheathing tongue 3 „ on both sides at B1 W cut holes/n cantilever except knockouts) q than 1/•In For rim board thicker than 1/ centerline zones round or square holes. zones cantilever TJI®rim joist at rim board and BZW ONLY reinforcement. la Web stiffener Toe nail-I Od(0.131"x 3") -Attach TJI Joist to rim board with one I Od(0.128"x 3") of support WjLJ W Install proper blocking to p 1 Blocking panels may be required Table A - End Support F- required on both Must have 73/4"minimum at 6"on-center* p p g nail.To nail from TJI joists into rim board. g P ypp Q �j * sides at Al W ONLY * joist bearing at ends. Attach 1k support all panel edges -Connect comer with four 10d(0.128"x 3")nails.Toe B2 BZW Blocking panels may be required with braced/shear B3 B3W with braced/shear walls above or 819 Minimum distance from ed a of hole to inside face of nearest end su port8(9 rim joist per A3 detail, A3 A3.1A3.2A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 401sT TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O� *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 nA3.3 *For additional installation specifications see Rim Board A3.4 t * DEPTH 2" 3" 4" 5" BY" 7" 6'/s^ 1,' ,3' 2^ 3• a~ 5• 6y" 7 a'/a' ,+~ ,3"O Nail through 2x cantilever,wood backer and 110 r-o" r•s° r-o° 3'-0° 5'-0° •r-o" r-s•' r-s^ 3'-6^ a'-s" v , Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001, a O W Details and Installation in Weyerhaeuser Installation Guide 1'/"TJ®Rim Board or 14'TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" 9y Blocking 1 ( ) ,~ 210 1'-0" 1'-e" 2'-6" 3•-0• s'-s~ 1'-0^ 2'-0•' 2'-6^ a'-o" 5•-0" t for Floor and Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")Waits,one each at panel nails at 6"on-center,clinched. 230 1'-s" z'-o" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" T-0" 4'-s" 5'-0" Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3Yz"TJI® 360 1'-s- 2'-0• T-0•' 4'-0" 6'-0" 1'-6" 2'•6" T-s^ 5'•0" F•6- Z with connections equivalent to floor panel joist flange widths. 560 1'-s" 2'-s" 3'-s" 5'-0" 7'-0" 2'-0" T-0" a'-0•' 5'•6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 113/x" 1 schedule. 110 r'-a' V-0- r-6- 2'-0" 2'-s^ 3'-0" 5'-6" r-o" r-6" 2'-Q' 2'-6^ 4-6^ F-0- V-0- 1V'TJ®Rim Board 1/4"TimberStrandv 210 1'-0" 1'-6" 2'-0^ 2'-0" T-0^ T-6" 6'.0" 1'-0" 1'-6" 2'•6" T-0" 5'-0" 5'-6" 6'-6" _ V-0- reinforcement and filler 16"deep blocking panels;is diameter LSL.Nail with I Od 0.131"x 3' nails, 11%" 230 r-o^ r-s" 2'-0" 2'-6" 3•-0" 3'•6" 6'-6" r-0- r-o- r-s• 3'-6^ 59-6" T-s" T-0" { ) Attach reinforcement to joist 4'-0"length m 8"diameter maximum hole for 113/8"- block.Used 11 length maximum for blocking panels 1 "deep one each at to and bottom flange. with one 8d(0.131"x 2%") 360 r-6'• 2'-0" 3'-0" T-6" 4•-6^ 5'-0° 7•-0" r-s- T-6- T.6" 4'-6" 6'-6- 6'-6" T-s" 3/4'reinforcement on 16"deep blocking panels;6"diameter with 9Y"and 11%"TJ I'D or shorter than 12"long. p g Attach reinforcement to'ois F1 applies to 560 r-e" 2'-6" T-0" 4'•0^ 5'-6^ s'-0" e'-o" z'-6" 3'-6" 4'-s• F-6" T•0" T-6" F-0" +-a 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Yz" joists. Do not cut flanges. joist nail at each corner 110 r-0- r-0" r-0" r-o^ r-6^ T-0" T-0" F-6" r-o" r-0" r-s" 2'-0" 3'-6^ 4'-0" 6'-0" 8'-0" Web stiffeners /a -16"deep blocking panels;6" sides at E3 with one 8d(0,131"x 2Y2") y 210 r-0" r-o" •r-o^ r-s" 2•-0" 2'-6" 3'-6" 6'•0" r-D" r-0" r-o- 2'-6" 4'-°- a'-s" 6'-6" 8•-6" deep or shorter than 12"long. Horizontal blocking uniform) t _ Load from above required en both diameter maximum for blocking lye TJ®Rim Board 1Y" nail at each corner V 1 Do not cut flanges. panels between each loaded joists 1a^ 230 r-o" r-o" r-o" r•s" r-s" z'-6° a'-o" no" r-o^ r-0^ r-o^ 3'-0° a'-o° 5'-0^ r-o^ s'•o" sides at E1 ONLY panels 9Y2"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. 360 r-o- r-o" r-6- 2'-6" T-6- 4'-0" 5'-6" a'-o" 1'-0" r-6" 2'-6- a'-0" 6'-0- V-6" e'-o- 9'-6- 12"long. IOd(0.131"x 3")nails,one 12"length of 34" connections equivalent to Wood Iti v(<` 560 1'-0" 1'-0" 2'-0" T.0" 4'-6" 5'-0" 6'-6" 9'•0" 1'-s" 3'-0" 4'-0" 5'-0" T-0" 7'-6" 9'-0" 10'-o" - Y16 Do not cut flanges. 1Ya"TJ®Rim Board or 14" each at top and bottom flange. reinforcement on floor panel schedule. backer a+`��e� :M 210 r-0" r-o" r o" r-o^ r-o" r-s° r s" 3'-s" s'o• r-o^ r-o" 1'-0" z'-o° 3'-0" 3'-6" s'-s" s'-o° 11'-0° O TimberStrand® LSL.Non with 12"length of 4' i\�`e et ca��oadso 16 36° 1'0" 1'-0" 1'0" 1=0" 2=6" 2=6" 4'-6° 6'-6" 9%0" 1'-0" 1' 1'-6" 3=0" 5'-0" 5=6" 9=0" 1010d ' one side at E5, 3 , each at to"x 3")nails,one Attach reinforcement to both sides at E6 reinforcement on one e e� • Full depth vertical i id n'i:\� •�Fo sso 1'-0• 1'-0° r.o^ r-o" 2'-6~ 3'-0° 5'-0" T-s'• 10'-0° 1'-0" z'-o° 3'-0" a'-s" s'-6" 7'0'. 10'-0" 1l'-0`112'-0- 10d • each at top and bottom flange. joist web with 3 rows P ca gti't` 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 �e� Al" 5" 6•' 7" 8•' 10^ 12" 15" 17" a" 5" 6" 7" 8" 10" Attach reinforcement each DISI 18„ 360 1'-0" 1'-0" 1'-0" 1'-0~ 2'-0" 4'-0" 5'-6" 10'•0^ 1'-°° 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" • on center,clinched.Use 2 1 2x4 minimum 0 O Less than 5" to joist flange with Z' to rows with 9Yz"and 11%8" Less than 5" E7 EB 560 1'-0" r-o~ r-o" r-o" r-o" a'-s" T-o° 1r-0^ z'-o^ 3'-s^ 5'-0" °'-6" a'-o^ 1r-o• 17-0-114'-6-1 squash blocks p 8d(0.131"x 2Yz'")nails at 6" ad`s TJI®joists. 360 r-o" r-o" r-0^ no^ •r-o^ 2'-0^ a•-o" '•o" 1o'-s^ r-o" r-o^ r-s" 3'-0" a'-s^ 6'-01s-s" 1Ys"TJ®Rim Board or 2 \�t\` on-center.When reinforcing E5 E6 /-�Gap*: WEB STIFFENER ATTACHMENT 20^ 560- 1r-s" r-o" r-s" 3-s" F-o" no° 1o'-s" 13'-°' 1a'-s^ 1s•o" CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain mak both sides,stagger nails. 2 minimum Table B Intermediate Or Cantilever Support transfer load around TJI®joist E1 E1W Nail with 1 O(0.131"x 3") E2 E3 horizontal E4 Not for use with 3Y2'TJI®joist flange widths 1" 24 maximum pp Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort O nails,one each at top and O 8 (1%"for TJI® Nailing: ROUND HOLE SIZE SQUARE OR RECTANGULAR P Option#1: 560,560D See sizes below. JOIST Q C ANGULAR HOLE SIZE bottom flange. ) TJI• / subf/oor TJ Is joist blocking with end DEPTH 2" 3" Al" 5~ 6%," T' 6%" 11~ 13" 2" 3" 4" 5^ 6Y," 7- 87/e" 11" 13~ EXTERIOR DECK ATTACHMENT Apply L Web stiffener both sides. adhesive to all blocks installed at Y3 joist-span 110 2'-0" 7-6" 3'-s" 4'-6- T-6" •r-e" 2'-6" T-6" 5•-6" s'-6^ Flush bearing plate required. Structural exterior sheathin locations using See sizes below. *With point load from above,and no support Hanger height must ® g contact surfaces g below,install web stiffener tight to top flange y�•• 210 2'-0" 2'-6" T-6" 5•-0" 8'-0" 2'0" T-0" 4'-0" 6'-6" T-6" 9 •9 Double TJI Joist Filler Block: Han er Backer Block:Install tight Maximum Ya"overhang two 8d(0.113"x 2Y2") Tight fit* 230 2'-6" T-D" 4•-0" s'-6- 8'-6- 2'-0" T.6" 4'-6" 6'-6" T-6" be a minimum of 60% Flashing 9 (gap at bottom flange) Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 3'-0" 4'4" F-6- 6'-6- 9'-0- T.0" a'-s- 5'-6- 7'-6- 8'-0- of jolstdepth nails when possible. flange with face mount hangers). 2P 1 Nailing Requirements 560 3'-6" 5'-0" 6'-0" 7'-6" 10'-0" 4'-0" 5'-6" V-s" 8'-0" 9'-0- Clinch nails when possible. Treated 2x_ o\StisQ 2/"stye cal TJI®Joist Series (iStiffener Size T Number Nails 110 r-0" r-0" r-s" 2•-6" 4'-0" 4'•6" a'-6" V-0" r-s" 2'-6" a'-0" 7'-0° P ledger of�1 $�a1 typical (in.) Type End Intermediate 210 1'-0- 1'-0- 2'-0" T-0- 4'-6" 5'-0•' 9'-0" 1'•0" 2•-0" T-0" 4'-6- 8'-0" 8'-0" 10•_0^ •' See fastener 5/8'. 5 ") 117/8^ 230 1'•0" T-0" 2'-6" T-6" 5'-0" 5'-6" 10'•0" 1'-0" 2'-6" T.6" 5'-0" 8'•6" 9'-0" 10'-6" ' '• - •• 110 All x 2/6" -+.:;•' 1Ya"TJ®Rim Board Or 1Y" 360 2'-0" 3'-0" 4'-0" 5'-6" 7••0" 7'-6" 11,_0" T-0" T-6' F-0" 7'-0" 9'-6" 9•-6" 11,_0^ table below.Maintain 210 All 34"x 25/e"'" 8d Top mount 2"distance minimum from TimberStrand® LSL. 7 " 5 (1i 0.113 x 2%") 560 +'-F' 3'-0" 4'-6^ 51-6" s'-0" 8'-6" 12'-0" T-0" 4'-6" s'-o" e'-0. 10'-6"111-0" 12'-0" (minimum) Option#2: 230&360 All / X 2/6" ( 3 3 110 1'0" 1'-0" 1'-0" 1•-0" 2'-0" 2'-6" 4••6" 9'-6" 1'•0" 11-0- 1'-0" 2'-6" F-0" 6'-0" 9'-0• 12'_0" hanger edge of ledger to fastener. 1 2x_strapping installed at/ 16d 210 r•o° r-o" r-o" r-0" r-s^ 3•-0" s'-s" 9-s" ,'-a' r-o" r•o" 3'•s" s'-o° T-o" 10•-0" 13'-0° Backer block joist-span locations using two 2 560 All 2x4j2' + 14•• 230 r-a' r-0" r-0^ 7-0- T-6" 4'-0" s'-o^ 10'-6• r-o- r-o- 2'-6" 4'0" 6'-6" T-6^ 11'-0- 13'-6" Face mount Allowable Load(Ibs) (0.135 x 32") 360 1'-0" 1'-0" T-0" 3•-6" F-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'0" F-6• 9'•0" 10'-0- 12•-0" 14'-0" hanger both sides of web y"screws per joist,typical g ® Fastener %"TimberStrand® 1Y8'TJ®Rim Board 18" 4 4 560 1'-0" 1•-0•' 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 111-0" 13'-6" 15'-0" with single TJI joist LSL rim board 560D 20 2x4'2) 16d 5 5 210 1•-0" r-o" r-o" r-0" r-0" r•0• 3'-6" 6'-0" 10'-0" r-0" r-0" r-0- r-s" 4'-6" 5'-6" 10'-0" 12'•6" 16'-0~ Option#3: 1 „ „3 2 t i 30 " 1'-• 1'- Web stiffeners required if sides of Yi'lag bolt 610 480 Direct) applied ceiling 22 (0.135"x 3/ ) 6 11 18^ r-o 0 0 r-o'• r-s° 2'-0• a•-o" s'-s" 1r-o° r-o^ r-o" r-o" z•-s" 5'-0- s•-o" 1o•-s° 13'-s" 1s'-s" With top mount hangers,backer block required only Y PP g (31 360 r-o" r-o^ r-o" r'•o" 3'.0" 4'-0" 6'-6" 10'-0^ 13'-6" r-0" r-o• 2'-0° H 1 hanger do not laterally support at j j2 H3 • 24" 6 13 3 ®. for downward loads exceeding 250 lbs or for uplift Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one of 1 vY I 560 1'-0" 1'-0" 1'-0" 1'-0^ 2'-6" 3'-s" 7'-°^ 11'-0" 15'•0" 1'-0^ least/a"of TJI Joist top flange LA p y 1 PS1 or PS2 sheathing,face rain vertical v conditions.For Walling requirements see page 5,TJ- ( ) g' g the bracing options above is required 2 Construction rade or better a" 5^ 6" T• s^ 10" 1z•' 15" 17" a" 5•' s•• 7^ a" ,o'• 12• 1F' 17^ v 9001, Weyerhaeuser installation Guide for Floor and {3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 r-o" r•0" r-D" r-6" T-0" s'-o" 9'-0" 15'•0" r-o r-s^ a'-o" s'-s" 9-0^ 1a'-6 16'•x^ 1s'-s^ _ Roof Framing, TJ-9001. q 16^ 560 r-0" 1'-0" r-o" r-0" r-o" s-o^ 10'-0^ 1s'-s" r-o" 3'-6" 6'-0" V19 FASTENING of FLOOR PANELS 3so r-o" r-0" r-o" r-0" r-0^ 3'-0" s'•o" 11'-0" 1s'•s"BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20 560 1'-o" 1'-0" 1'-0" I- O TJI®(1)(2) Rim Board 1Y2" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side, ,^ W BEARING FOR DOOR BEARING AT Nail Size 110,210, 360 and ® TimberStrand®LSL Microllam® Parallam® + . 1 •• 91/2"or 14"or 18"or r „ 14"or 18"or • Leave Y8'of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. V m z IQ BEAM TO BEAM Ya'•TJ Rt 1Ya Depth 9/2 or 14„ 9/z or 14"or 1 Z and 230 560 Board TimberStrandeLSL or wider LVL PSL 7113/8" 16" 20" 11/s 16" 20" BEARING AT WALL CONNECTION CONCRETE WALL 11,1/8'. 11/e" 16" Tables are based on uniform load tables in current design literature. Z OR WINDOW HEADER � Z Q ,. 8d(0.113"x 2Y2"),Bd(0.131"x 2/2) 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+34" 2x8+34" 2x6+%" 2x8+)z" 2x12+Yz" Two Two Two -- -1 13 Z W 1Ya"TJ®Rim Board or Strap per Code if t0 late 1 2x6 2x8 • For simple span(5'minimum),provided uniformly loaded joists used s residential ejoiications,one maximum size round hole may be located � - P p p p 10d 0.148"x 3' 12d 0.148"x 3/a" 6" 4" 4" 4" 4 (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 .^ Z 111 ® ( ). ( ) at the center of the joist span provided that no other holes occur in the joist. V ,•- Q f' O z 1+/a"TimberStrand LSL or Is not continuous over Q 3 3 n 1 " - 2x6 2x10 + + " + N 16d(0.162"x 3Yz") 6" 6" 8" 6" Cantilever2x6+/ 2x10 / 2x6 Yz 2x10 /z Not }- blockingforlateralsupport header a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing 1. Not applicable ALLOWABLE HOLES - Headers and Beams Z LU p`} >�Z Z (1)Stagger nails when using 4"on-center spacing and maintain 1 34"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable O Z Lu panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 1.55E TimberStrand® LSL Headers and Beams 0_ / a 00 Strapper Code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. ( 5/"or 3/a" 3/a"or 7/" 7/"or 1"Net 2x6 2x8 2x12 N Q -1 V P P Detail F1 i�•- late is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/"and staggered. } S-_ p or H2 • �.•• 2xdiame diameter over Column (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. � to e iL O � } �,� TO mount 3 (1I If necessary,increase filler and backer block height for face mount hangers and maintain/e"gap at top ofjoist;see detail W.Filler and backer largest hole(minimum) Q V X� P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 38"(to avoid splitting). bock dimensions should accomodate required nailing without splitting(12"minimum forbackerblocks and 24"minimum for rillerblocks). < hanger (5)Can be reduced to 5"on-center If nail penetration into the narrow edge is no more than 1 /a"(to avoid splitting). Y depth Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede All hole zone < Q hanger wood from direct recommendations listed above. Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O O O o r Nailing rows must be offset at least y"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Yz")nails if minimum penetration of 1"Into the TJI®joist or rim board is achieved. ® Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI joists is 18"on-center. cantilever and end bearings by blocking Depth Hole Size panels,hangers,or direct attachment to 9°"_9Y„ 3 Multiple-Member Connections for Top-Loaded Beams a rim board orrimjoist. $ �8„ 11Ya"-11%" 354^ TJI®joist framing does not J 14"-16" 454^ Fastener Installation Requirements E1 Piece #of Fastener require bridging or mid-span General Notes See illustration for allowed hole zone .,ec•r"•rr..,Y .�.•:� t 3�"•.. • Allowed hole zone suitable for headers and beams with g' r' Width Plies Type 0) Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking " uniform and/or concentrated loads anywhere along the member. "**^^_•." j-> 1v� 2r sides,stagger fasteners on the second • Round holes only r ••�`. f'A""- t f? ,t° 10d nails 3" 3 y BEARING AT 12" side so they fall halfway between • No holes in headers or beams in lank orientation. COLUMN 2 12d-16d nails 3 Y4' 2(2' One side fasteners on the first side. p ? a:^r�►i %'1 ` , s Screws 33/"or 3Yz" 2 2, 24" DD NOT bevel cut joist HZ ''. l It' �i a 10d nails 3" 3 / AlO t c•.r 12° Both sides joint Other Trus Joista Headers and Beams �' 1 ¢�i`'i �•+' F�Rim board oint .. 1 t•fi' "4 J" t' beyond inside face of wall. Microllam® LVL 12d-16d nails 3 Y4" 2`21 E2 between joists DO NOT overhangseat cuts +•r�, A,.,r , p '`` .` 1.3E Timber5trand® and Parallam PSL 13/4" 33/"or 3Y2" Both sides on beams beyond the ins/de LSL hole zone hole zone 2 x diameter of the y depth -Y Q•; :,• a -' Screws 2 24^ Load must be applied evenly across 3. +g t~ < 5^ One side entire beam width.Otherwise,use face ofsupport member. largest hole(minimum) s a. ^r. fx. :'`•�, '` Verify column capacity 10d nails'3> 3" 3'2' 12" One side connections for side-loaded beams. DO NOT cut,notch or amsdrill �u'i� I S L�22 and beam bearing except as Indicated In J L5 length.See current 4 12d-16d nalls'3j 3 4" 2(21 (per ply) d holes in headers or beams 0 0 0 Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24„ Both sides Multiple pieces can be nailed or bolted together to CS o 0 0 6 34" One side L6 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist Beams la Screws 5"or 6" 2 24" Both sides maximum width of 7" 1 s"TJ®Rim Board or 1 a" Parallam®PSL Header or Beam Maximum Round � 3Y2" 2 6 3/4° One side AZ L3 TimberStrand® LSL. allowed hole zone Depth Hole Size O middle/span 4Y8" 1" Q j Yz"bolts 8" 2 24" (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM' O d 1.3E TimberStrand®LSL allowed hole zone d %2 1 4" O Q B1 L1 7illu rat 2" Q U) COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone 1L n (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes E O 11_ r 62 Allowed hole zone suitable for headers and beams with uniform loads only. Q � O • Round holes only 0 BEAM ON NAILING AT BEARING FLOOR No holes in cantilevers. m COLUMN CAP (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 63 • • No holes in headers or beams in plank orientation. O� 1Y"TJa Rim Board or (Load bearing wall above) 14"TimberStrandc LSL. Joist may be shifted up to 3"if Use B1 or B2 at One 10d(0.128"x e floor panel edge is supported O intermediate bearings+ nail into each flange � 9 WARNING One 8d(0.113"x 2/") and span rating is not exceeded. With load bearing or Joists are unstable until braced laterally V I (y nail each side.Drive Y i Q IL nails at an angle at Do not cut joist flanges. Bracing Includes: braced/shear wall •� O� �least%"from end. Plumbing Drop from above g O Q Q P1End of • Blocking • sheathin at enter)ne L2 O Q ~ LL 0 9 Strut Lines 3Y"minimum of support • Hangers • Rim Board • Rim Joist -3 IL COLUMN BASE 3 intermediate bearing Also see detail B2 T 14 minimum end bearing 9 single-family applications 5Ya"may be required for maximum Shear transfer.Connections equivalent capacity to floor ane!Wallin schedule o � Q � � --� p g • � 4 �':;:,,•;., .,..- Rim to TJI®Joist o DO NOT walk on joists DO NOT walk on joists DO NOT stack building Q- r.~•: " , ° o until braced. that are lying flat. materials on unsheathed p _N 1/a"TJ®Rim Board, TJI®560 rim joist:Toe Additional oist is required if O , J q INJURY MAY RESULT. joists. Stack on/ over ,t1 1/a"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 o Y T TJI®110 rim joist: nails,one each side of or if an rating is exceeded. O ** 'a WARNING NOTES: beams or walls, q� O P g' Exterior Deck lC u P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 :' •'. o o LA DO NOT use sawn Lack of proper bracing during construction can result in serious Attachment J w O into each flange floorjoist ' •..: .;' /umber for rim accidents.Observe the following guidelines: Q O (X Structural g g TJI®210 230 and 360 rim °'. O board or blocking, g I pp joists must be completely installed and properly nailed. r INSTALLATION TIPS .;� • • _:.� sheathing 1.All blocking,hangers,rim boards and rim at the end supports of the TJI®' ' p y p p y Q as it may shrink ELEVATED joist: O Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be COLUMN BASE One 16d(0.135"x 3%")nail •Subfloor adhesive Will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. fV Q 13/4"minimum bearing into each flange may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Ir- Locate m Top mew 0 joist.Without this bracing,Locate rfm board joint between joists. Safety bracing(1x4 engineered/umber I g,buckling sideways or rollover is highly probable under light construction loads-such as a O •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnatied sheathing. J BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. 1 O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI"joist(with web stiffeners)is not a substitute concrete 1/"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 112"from tete alignment. 1Y"TJ®Rim Board or 1Y4" for squash blocks or blocking panels, approximately Fasten at each joist with " s: :,:'•'� '':'`' TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: JUNE 2022 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California • partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian If applicable)or I-JOIST DETAILS rout Drive nails at an g P {• pP� ) of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1Yz"minimum from end end and intermediate bearing lengths. February 201.4 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInstalllation Guide, TJ-9006, which should be referenced for additional information. ^ 10