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Home My WebLink About48690-Z of Soo ryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd °`��ou►m�,�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45965 Date: 02/07/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 115 Oak Ct East Marion, NY 11939 Sec/Block/Lot: 31.-3-11.8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/09/2022 Pursuant to which Building Permit No. 48690 and dated: 01/04/2023 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 entry, rear entry deck and attached garage as applied for. The certificate is issued to: Wyandanch RE Corp Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1364 2/3/2025 ELECTRICAL CERTIFICATE: 48690 01/14/2024 PLUMBERS CERTIFICATION: Chuck Sanders 11/19/2024 Aut01Z d Si a e �oSUFFaiK oY TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 48690 Date: 1/4/2023 Permission is hereby granted to: Tatsis, Stelios 50-42 Horatio Pkwy Bayside, NY 11364 To: Construct a single family dwelling as applied for per SCHD approval. At premises located at: 115 Oak Ct, East Marion SCTM #473889 Sec/Block/Lot# 31.-3-11.8 Pursuant to application dated 11/9/2022 and approved by the Building Inspector. To expire on 7/5/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,042.40 CO-NEW DWELLING $50.00 Total: $2,092.40 Building Inspector pF SO!/r�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Jamesh southoldtownny.gov Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wyandance Real Estate Corp. Address: 115 Oak Court city:East Marion st: New York zip: 11939 Building Permit#: 48690 Section: 31 Block: 3 Lot: 11.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: PUCCIo Electric Electrician: Mark PUCCio License No: 4806-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph x Heat boiler Duplec Recpt 63 Ceiling Fixtures 30 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 36 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 1 Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 55 4'LED Exit Fixtures Sump Pump Other Equipment: 1 dishwasher,1 micro,1 fridge,1 hood,1 ery Notes: Inspector Signature: Date: January 14, 2024 115 oak court Town Hall Annex Telephone(631)765-.1802 54375_Main Road Falc(631).765-9502 - P:O.Box 117.9 3 Southold,.Nl'1.1971-0959 BUILDING DEPARTMENT 't ` 4 TOWN OF SOUTHOLD 6 2025 FEB ,CERTIFICAT,TO':N � 5 Building Permit.No T 049 9c7 Ll.� Q�l� Cf IC— QJI Owner: UV4 J 4,1,f (Please print) : (Please print) T ceitify that the solder.used in the Water supply system contairisaess'than 2l1O of 1"A lead. (P.lurnbers Signature) ;Sworn to before;me this day of OU 040�9 . 2QC) ,. \\\U419a�AN Ai%dpp�d ON P. Notary Public vLou* °�d°°dAd►u\fl�PBa\ ' Of SOOTyo! TOWN OF SOUTHOLD BUILDING DEPT. �y�OUrmN�' 631-765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: bpi -I t 6) -PLN" Ao-x o Svv*,k DATE ?/ INSPECTORxv ()- SOUIyO� q p 1/S p # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: ° r- 4:19. D vim' i �j IN I fZ Z- V A/t\// nl�� y�-rs � W19-Lt� �y . r n DATE v INSPECTOR SO�lyOlo # TOWN OF SOUTHOLD BUILDING DEPT. �ycouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [�O H PLBG. [/- RAMING UNDATION 2ND [ NSULATION/CAULKING . STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R NTAL RE RE ARKS: viytm� omwo P hoo 6/-1 1� (� op\ Z Iv' DATE Y INSPECTO9 u #aIVSOUIyO* �® 1 1�5 Oak Cj r N TOWN OF-SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION . [ ] FOUNDATION 1ST/ REBAR j ] 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: HoU6. _ by oexa 4o WjAeA T_ DATE t �I -.INSPECTOR " OF SOUIy�� # . * TOWN OF SOUTHOLD BUILDING DEPT. coum,�'a� 631-765-1802 �D INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL A/6 [ ] -FIREPLACE & CHIMNEY - [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] TIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]- PRE C/O [ ] RENTAL REMARKS. © l ' o Y CIO �s (tow kiz ovi DATE o 0INSPECTOR pF SOOIyOIo �� * # TOWN OF SOUTHOLD BUILDING DEPT cau 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ]: FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) '9r�A ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ '] PRE C/O [ ] . RENTAL REMARKS: cc DATE INSPECTOR 0 rAd"N"IFIERE.H(03,1 ,=1 LIPAi - HOMES Long Island or Authority 2012 Combustion Safety Testing'!� Form F E B 6 2025 Y.�":: — ;b LIPA ENERGY STAR®Homes Certified Home Address: 115 Oak Court City: East Marion'"" `'`''`'' Builder Name: Ocean CH, Inc. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 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: November 14, 2024 Outdoors Temp During Test: 45 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6•2 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -6.2 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System Primary: Yes ✓ No_ Tvne: Furnace ✓ Boiler_Heat Pump_Other s 2 Venting Type Draft CO C E cien Fuel '(Picle orst.Case) O Natural ., orstCase atural Rating: N P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass-, Fail_ 8 PPM 8 PPM — — Yes ✓ TTie: Standard Tank '' Indirect Tan1dess Size: 50 Style Common Vent El Water,•Heater Primary: — a No _ Instantaneous Commercial (See Note 5 below) (Gallons) Stand Alone s a Venting Type s Dra t lSn llageS in llaQe'(Natural) ` ° CO CO E cie►t" Fuel Type (Circle Type) (Pascal) (worse Case);, (Worse Case) (Natural) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 1 PPM 1 PPM Oven Oven is Electric or No Oven Exists IR Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM 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 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric '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 Style., 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: v Date: November 14, 2024 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 LIPA Long Island Power Authority 2012 Combustion Safety Testing Form 6 LIPA ENERGY STAR®Homes FEB 2025 Certified Home Address: 115 Oak Court city: East Builder Name: Ocean CH, Inc. Builder Tracking# Combustion Appliance Zone(CAZ)# of 1 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: November 14, 2024 — Outdoors Temp During Test: 45 oF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -6.2 pa. Appliances/Fireplace Simulated for Test? Yes— No V Net Change: -6.2 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. [4edfink',SOstem, Primary: Yes V No Type: Furnace ✓ Boiler Heat Pump Other co i, Fuel n Venting Type CO ,Pe .,Draft,' (circle Type),- �'(WorsiCas& atural orst Case aturao' Rating: N—P v 0—E— N—V— M S Pa. Pass v Fail Pass-, Fail— 8 PPM 8 PPM Yes ✓ Type: Standard Tank ✓ Indirect Tan1dess— Size: 50 Style Common Vent El Water Heater" Primary: No Stand Alone Commercial (Gallons No Instantaneous Note 5 below) V4 Fjj�j TvpeF Venting e, Spillage(Natural) co, Ekrhcienc� -g Ty� CO (C*&Type)• .,ascal;'i (N!orme Case) (Natural), EF: N—P vO—E— N—M&I S_ Pa. Pass 61 Fail Pass✓Fail— PPM 1 PPM Oven:- Oven is Electric or No Oven Exists 19 Oven Range Hood Vented to Outside Yes I' No Oven CO - PPM 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 2 Fuel Type. N =Natural Gas P=Propane 0=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. Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 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 amaximum-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: November 14, 2024 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 NY-ECCC 2020 Certificate 115 Oak Court, East Marion, NY 11939 Building Envelope lri§ulaiion Ceiling R-39.0 ti r FEB Above Grade Walls R-20.0 6 2025 Foundation Walls R-11.0 Exposed Floor R-30.0 Slab R-0.0 Edge, R-0.0 Under Infiltration 1585 CFM50 Duct R-4.2 Total Duct Leakage 40.00 CFM @ 25 Pascals Window Data U Factor ' SHGC Window 0.300 0.300 Mechanical`Equipment " HEAT: Fuel-fired air distribution, Propane, 96.3 AFUE. COOL: Air conditioner, Electric, 14.3 SEER. DHW: Conventional, Propane, 0.72 EF, 50.0 Gal. Zihier-or RS Index`;54 . Design Professional Signature REM/Rate Residential Energy Analysis and Rating Software v16.3.4 Build: 1013 Home Energy Rating Certificate Property HERS Tatsis Stelios Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro 115 Oak Court Rating Date: 2024-11-14 Rating Number: 2022_015 East Marion, NY 11939 Registry ID: 654522311 Estimated Annual Energy Cost HERS Index: 54 Efficient Home Comparison: 46% Better Percent Use MMBtu Heating 48.4 $Cost Cost 42% General information Cooling 2.1 $127 3% Conditioned Area 3908 sq. ft. House Type Single-family detached Hot Water 14.0 $324 9% Conditioned Volume 44145 cubic ft. Foundation Conditioned basement Lights/Appliances 27.3 $1503 41% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 45v. Mechanical Systems Features Total 91.7 $3657 100% Heating: Fuel-fired air distribution, Propane, 96.3 AFUE. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Criteria Cooling: Air conditioner, Electric, 14.3 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York,State 2020 Ventilation System Balanced: ERV, 97 cfm, 80.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes s, i�, k F1 a' Building Shell Features 6 . Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under _ FEB 6 & 2025 Sealed Attic R-39.0 Exposed Floor R-30.Cdoor '--:- Vaulted Ceiling R-30.0 Window Type U-ValC: 0.300 Above Grade Walls R-20.0 Infiltration Rate 1585H5Q)y Foundation Walls R-11.0 Method Blow � Jerry D'Amaro, HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator(kWh/yr) 588 Clothes Dryer CEF 3.30 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: " REM/Rate- Residential Energy Analysis and Rating Software v16.3.4 Build: 1013 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, Col rado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Home Energy Rating Certificate Property HERS Tatsis Stelios Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro 115 Oak Court Rating Date: 2024-11-14 Rating Number: 2022_015 East Marion, NY 11939 Registry ID: 654522311 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 48.4 $1552 42% General information Cooling 2.1 $127 3% Conditioned Area 3908 sq. ft. House Type Single-family detached Hot Water 14.0 $324 9% Conditioned Volume 44145 cubic ft. Foundation Conditioned basement, Lights/Appliances 27.3 $1503 41% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 4% Mechanical Systems Features Total 91.7 $3657 1000/0 Heating: Fuel-fired air distribution, Propane, 96.3 AFUE. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Criteria Cooling: Air conditioner, Electric, 14.3 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 97 cfm, 80.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes ; Building Shell Features J Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under F Sealed Attic R-39.0 Exposed Floor R-30.0 Fe \6 SHGC_: 0.300 0�5' f Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, Above Grade Walls R-20.0 Infiltration Rate 1585 CFM50.a 5. C U "� k — a Foundation Walls R-11.0 Method Blower door JerryD'Amaro, HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator(kWh/yr) 588 Clothes Dryer CEF 3.30 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.3.4 Build: 1013 This information does not constitute any warranty of energy costs or savings. © 1985-2022 NORESCO, Boulder, C lorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RateriD:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.big PropertylBu>Ilder Information ` Building Name New Home 1000-31-3-11.8 Owner's Name Tatsis Stelios Property Address xx Oak Court City, St, Zip East Marion, NY 11939 Phone Number Builder's Name Ocean CH, Inc. Phone Number 631-767-9933 Email Address rfis6411000yahoo.com Plan/Model Name Zenith 2-R-F Community/Development Highpoint at East Marion,.2 Identifier/Other 455-ad Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineenng.com Ratrng/RESK nformation Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Jerry DAmaro Rater's ID 2614397 Raters Email jdamaro@optonline.net Last Field Insp 2022-10-10 Rating Type Projected Rating Reason for Rating New Home Rating Number 2022_015 Rating Permit Date 12/01/2022 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. Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015. RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg General Building Infiormat>Ion Area of Conditioned. Space(sq ft) 3908 Volume of Conditioned. Space 44145 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 Win Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A oundat-on Wal Il fi tmat>Ion 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 143.67 9.00 8.00 1.00 0.053 0.086 to garage R-11 Paramount Cond->garage/gmd 25.00 9.00 8.00 1.00 0.053 0.086 *Uo Value Combo combines wall, airfilm, and soil path Foundation Wail L�bi-ary list �. ,.. 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:vIA.-V 4 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 Tatsis Stelios DAmaro:Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Foutidat on Wall}L>Ibra List r §x Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall .1. {P k,lx _ � w; �f 3 +�..� Bt„b ty }4 ✓,fi "'. � M '�ti,t� f �`-� }_ � _£� �� Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1406 8.00 169- " " 169 0 Slab4 FKloor Ltlbrary L>st� �'ff 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-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD A Frain l or informat>lan3s w" } h � ;r Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond It garage 18 0.035 Frame Floor L>ibrary:;Ust2 af. - *e 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 REM/Rate-.Residential,Energy-Analysis and Rating Softwiare v1'6:0.4 This information does not constitute any warranty of-energy costs or savings: 0 1985-2020 NORESCO,-Boulder; Colorado. Page 3 of 14 Building Summary r Property Organization HERS Tatsis Stelios DAmaro Engineering Projected.Rating, xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015, c RaterID:2614397 Weather:Riverhead, NY Builder 1 New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.big Floor Covering HARDWOOD Note JTD f� ian Rm d Band'`Jo>fst information v X Name Location Area(sq ft) Continuous Framed Cavity Ins 'Joist- Insulations '- Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to.outside Cohd ;x a 142:00, 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond ->garage 17.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond-> 82.00 5.0 13.0 2.0 16.0 .1 0.056 ambient 2F to attic Cond >attic 8.00 0.0 13.0 2.0 16.0 1 0.078 ;"'>'��,;"" t r s f tT"TT""'"''""4'" -"'_" ,z'%:7 ^ r x Yi r �" i t v` C h n ` 5 r"" '"'c.,'e°s'.�qf°�*,-•k Above Grade Watt N a k s x q s� t r_.. .. .,.�...,v'7.�dJ ,.,,�a e !r r>- 3. S a fi r^c �' .J�x�§,„�,::.�-,�'*_.� .... s,:Ec e 4 �„ex4"°�..i,.,z"F,.• ..�-•�'t�'....�:k.. v,,,$ Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond -> ambient Medium 2556.00 0.654 to garage R15,FG1,4-16 Cond ->garage Medium 307.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 336:00 0.058 to attic R15,FG1,4-16 Cond >attic Medium 95.00 0.079 Above Grade Wall Ubrary L>Ist � � �{� � � -{ 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,FG1,4-16 REM/Rate:Residential Energy Analysis and.Rating5oftware.v16.0.4 This information does not constitute any warranty of energy costs or savings. m 1985-2020:NORESCO; Boulder,Colorado. Page 4 of 14 , ' Building NN� N�� Summarym�"�� N �� NNN�� Property Organization HERS Tatsis Stehon DAmanoEngneering Projected,Rating ou Oak Court 631'878'7808 2022'1040 ' East Marion, NY11939 Jerry D'4mavn Rating No:2O22_O15 ` Rater|D:2G14397 Weather:Riverhead, NY Builder New Home 1OOD']1'3'11'D Ocean CH, inc. 2UZZ_015xx Oak Court'P'C[.biQ ' Information From Quick Fill Screen Wait Construction Type ' Standard Wood Frame Continuous Insulation (R-Vaiue) O'O Frame Cavity Insulation (R'Vaiue) 1�.D Frame Cavity Insulation Thickness(in) ]'S ` Frame Cavity Insulation Grade 1 Stud Size (wxd, in) 1.5x3'5 Stud'Spacind (ino.c') 16'0 ' Framing Factor' kdefauVd / 0:2300 Gypsum Thickness(in) 0.5 Note JTD Wall: R-18 SPF+R0gid ' Information From Quick Fill Screen ' - Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 ' Frame Cavity Insulation (R-Vake) 13'0 ~ Frame[avity|nsu��onTh�kn�s�n) I.�D ' Frame Cavity Insulation Grade 1 Stud Size (wxd, in) 1.5u3.5 Stud Spacing(in o.c,) 16.0 Framing Factor' (dbefaub) . 0.2300 Gypsum Thickness(in) 0.0 Note JU`2tloned-cellSpF+R'5 Rigid FoamOverhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top, ToGtm Winter Summer Winter Summer . Assignment (oqft) (ft) (fty (ft) Shading Shading Shading Shading W-2 4GYVnit1 West 0.300 0.300 45'00 i'O 1'0 8.0 0.85 .0'70 None None N-3 A@VVaU1 South 0'300 O']OO 6.00 0'5 12.0 15'0 0'85 0.70 None None W-4 AGWaK1 East 0.300 0.300 30.00 1.0 1,3 6.5 0'85 0.70 None None D'5 AQVVaii1 East 0.380 0'310 40'00 1.0 12,0 19'0 0'85 0.70,1. None None D'G 4GYVoU1 East 0'280 0'310 40'00 1.0 12'0 19'0 0'85 0'70 None ^ None REM/Rate--iftddentiai Energy-Analyss,and Rating Software,v%:W,4 This information does not constitute any warranty of energy costs-or,savings. ' 01985`2O2ONORESCO, Boulder, Colorado. Page 5of14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10• East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Window Inforrnattonr � 4r # �, > � 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-7 AGWaII 1 East 0.300 0.300 9.00- 1.0 1.3 4.3 0.85 0.70 None None W-8 AGWaII 1 West 0.300 0.300 30.00 1.0 5.0 10.0 0.85. , 0.70• None None W-9 AGWaII1 West 0.300 0.300 30.00. 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWaLl1 West 0.300 0.300 23.30 1.0 1.8 5.7 0.85 0.70 None. . None W-11 AGWal11 West 0.300 0.300 6.00 1.0 0.7 3.7 0.85 0.70 None: None W-12 AGWall. 1 South 0.300 0.300 6.00 ; 1.0 3.0 6.0 0.85 0,70 None None W-13 AGWall1 East 0.300 0.300 16.00 1.0 1.0 5.0 0.85 0.76 None None W-14 AGWall1 East 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.76 None None W-15 AGWall.1 East 0.300 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None, None W-16 FndWalll South 0.300 0.300 9.50 0.0 0.0 0.0 0.85 0.70 Most Most W-17 FndWall1 East 0.300 0.300 9.50 0.0 0.0 0.0 0.85 0.70 Most Most p W-18 FndWall1 East 0.300 0.300 9.50 0.0 0.0 0.0 0.85 0.70 Most Most D oor i nformatronr Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWaII 1 34.0 0.189 4.j No to garage PCH Garage AGWall 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWaU 1 21.6 0.182 4.5 No side Fiberglass U-0.17 JD AGWall 1 18.0 0.147 5.9 No Attic Access Attic Access AGWaII 4 11.5 0.168 5.0 No � 4M yyq r 4° � h� -�� t�� 6 w7 5 f ��r; a s 3Y .�r�•a., Roof Il�forma�i 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 1231.00 1479.06 Medium No Sealed 0.035 No No Attic 1st sty R30,FG1',10-1E 193.00 193.00 Medium No Vaulted 0.036 No No d -..r...e�, i�^^�Fjl'^�{`. � } �.��,A F �a '-�y y �n 3 fGy �, §4 ry T^'^`cA, t#r W?'{ ! d } lY � '• Ceiling: R-39 SPF SA 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 Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Information From Quick Fill Screen 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 Ceiling: R30,FG1,10-16,C 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 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REM/Rate 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 7 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected:Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder i New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.big r ti 3 Mech"ied�Equypment 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 � b`s "�� Heat. Ga-"Furn r6 k4 } •f �a SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 kWh/yr Note Lennox EL196UH070XE36B,JTD, AHRI 201849570 Number Of Units 1 Location Seated Attic Performance Adjustment 100 Percent Load Served 100 W _ Water Heater Type Conventional Fuel Type Natural gas Energy Factor 0.72 Recovery Efficiency 0.81 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note AO Smith Proline XE GPVT-50 200 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Codl• JD 15 SEER 34 8K x r . v=n ,r. s' � � r.:.`o-`�'��2' •r�_�. �,. � �tP �, k s s, _ REM/Rate-Residential-Energy Analysis and Rating Software:v46:0:4 This information does not constitute any warranty of-energy costs�or.savings: 01985-2020 NORESCO, Boulder, Colorado. Page 8 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro'Engineenng Projected Rating xx Oak Court 631-878-7808 2022-10-10 . East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015- RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Mechanical•Equipment - t r 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 DHW Efficiencies 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 54.87 peRatio 0.69 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 24.44 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 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 9 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 : 2022-10-10 East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Name main Conditioned Floor Area(sq ft) 3908.0 #of Returns 2 Heating System Gas Furn,64,96.1%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 791.4 Return Duct Surface Area(sq ft) 293.1 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 Seated 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 It 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.06:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.big Infiltration and.Mechanical Ventilat>lon F r r s 'S 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. 01985-2020'NORESCO, Boulder,Colorado. Page 11 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering . Projected,Rating xx Oak Court 631-878-7808 2022-10-10' , East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Lights and Appliances , , R :,x, Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Natural gas Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Natural gas 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:andiRating-Software v16.0.4 This information does not-constitute any warranty of energy costs or savings. ©1985-2020 NORESCO;Boulder,.Colorado. Page 12 of 14 Buildin Summaryg Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10. - . East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.big Mandatory 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 1406.00 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. 01985-2020 NORESCO,.Bbulder, Colorado. Page 13 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating roc Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_O15 xx Oak Court.P.CC.blg DOE Zero Energy'Ready-Home� .� t� 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 airPWS 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. Active"Solar r. f „E ' 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 v16X.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder;Colorado. Page 14 of 14 Zenith - Oak Court- FM Lot 7755 HVAC Load Calculations for Ocean CH, Inc. 575 Smithtown Avenue Bohemia, NY 11716 'HVAC HVAC LoAns Prepared By: Jerry D'Amaro D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane Wanorville, NY 11949-3356 631-878-7808 Monday;October 10,2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac Residential ,Light Commercial HVAC Loads; Elite Software D®Yelopm®nt,Inc:. Home Energy Compliance Raters ', _ Zernth O*c' ourt FM Lot 7755 Brookhaven�NY.1,171'9 "a:`f " Pa" 2, Pro'ect Report Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J-roc Oak Court.rh9 Project Title: Zenith-Oak Court- FM Lot 7755 Designed By: Jerry D'Amaro Project Date: October 10,2022 Client Name: Ocean CH, Inc. Client Address: 575 Smithtown Avenue Client City: Bohemia, NY 11716 Client Phone: 631-767-9933 Client E-Mail Address: rfis641100@yahoo.corrl Client Comment: Company Name: D'Amaro Engineering And Surveying; P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: - •�h„�11 �`b . Reference City: :Suffolk County AFB, New York Building Orientation: Front door face&Wesi Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 35. ft. Altitude Factor: '0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 27 Total Building Supply CFM: 1,386 CFM Per Square ft.: 0.346 Square ft. of Room Area: 4,010 Square ft. Per Ton: 1,251 Volume(ft'): 44,145 5" . rh , Buildi, aLOadSt Total Heating Required Including Ventilation Air: 59,411.E Btuh 59.411 MBH Total Sensible Gain: 30,768 Btuh 89 % Total Latent Gain: 3,860 Btuh 11 % Total Cooling Required Including Ventilation Air: 34,628 Btuh 2.89 Tons(Based On Sensible+ Latent) 3.20 Tons(Based On 80% Sensible Capacity) +, r f v€ may. ';"9-�` ".�Tyl ti-• F^ ,t �'+`- +-,fir':: �Y`s„R„ ri3"` . "Tt�y� �s� bh Rhvac is an ACCXapproved,Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Monday, October 10,2022, 10:34 AM Rhvac ,'Residential&Light Commercial MYAC.Loads __; Elite Sofhware•Developmen.t lnc Home_Energy Compliance Raters_ Zenith-Oak Court FM.Lot-7755,: w - Brookhaven NY 117t9 TE. Ra e Miscellaneous Report = - + ��r r ��x �;',�� '"i.�{.�.� S ,•:'��it a�x"L�r �, �" �'-'`,.>�'�,1•.•�� ;'y Ht �: rs.1�#t'�'SSYq- �.7•�'�-� s��"� � $Gams;,�,�£g�<f� ��; � �, � f : � � .- �,; zw.� •v Outdoor��Outdogr. Outcloor� Indoors intloor �� ° "Differenc, Winter: 10' ' 9 80% n/a 70 n/a Summer: 85 71 51% 50% 75 26.87 „,a Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./l00 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 500 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum,Height: 0 in. 0 in. ,_ .,' .r P :r � -.: �. 1 �'. ,..� _f }r. j % ..l r �� i r ax a�•'T4;rf�.t 'w; t Outslde,Alr:Data �. � �. u - Winter Summer Infiltration Specified: 0.282 AC/hr 0.126 AC/hr 208 CFM 93 CFM Infiltration Actual: 0.237 AC/hr 0.000 AC/hr Building Volume: X 44,145 Cu.ft. X 44,145 Cu.ft. 10,476 Cu.ft./hr 0 Cu.ft./hr 0,0167 0. 17 Total Building Infiltration: 175 CFM 0 CFM Total Building Ventilation: 113 CFM 113 CFM ---System 1— Infiltration &Ventilation Sensible Gain Multiplier: 10.99 = (1.10 X 0.999 X 10.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 18.25 = (0.68 X 0.999 X 26.87 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.92 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(208 CFM) Summer Infiltration Specified: 0.126 AC/hr(93 CFM) Blower Door Data: Wind Shielding Class: 4-Substantial Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 2,207 Test AC/hr(Selected): 3 Monday, October 10, 2022, 10:34 AM �Rhvac Resu!®nha1�8��L'ight�C„ommercial�HVAC3Loads . ,�`' `�`"-� '" Elib"�SoftwaDevelopment,lnc�" Home EnergyComphancesRaters Zenith�0ak Court FM Lot 7�755 s Pa'e Load Preview Re od Net Rep ft.? Sen Lat Net Sen H�s Cyls A Duct Scope Ton Ton lion: Area Gain Gain Gain Loss 9 9 Size CFM CFM CFM_. Building - 2 89.._3.20 1,251 4,010 30,768' 3,860 34,628 59 411__744! 1,386; 1,386 System 1 2.89 3 20, 1,251 4,010 30,768 3,860 34 628 59 411__748 3 i6 1,386' 16x16 Ventilation 309 2,054. 2,363 1,855 - -- - -- - - - -.... - -- -- - ------ -_.. _----- - -- Blower - _ 850, 850 - ---- - - - _ Zone 1 Clq,:54%, Htq_. 71% _ 2 779 16,628, 1.406 18,034,_.40,621' 528 778 10x13 .....- . _._�..... - .. .... ... _.- 1-Basement__________ _-__ __________ _ _ ___-_____ 1,406_ 974 _0 974_25 545 46 _ 332, 0 0" 2-Dining_Room/Foy_er 286, 3,203 0;---3 203 2,847 T 37 150,- 1-8 Mtchen/Family Room 8,192, 1,206; 9 398 7161 93 383_ 2-8 4-Pantry-- - - ==- --- - 44'--155 - O'----_155`- 930 7 __ 12;_ 0-0' 5-Powder Room 35. 127' 0 127; 941 6' 12 1-4 6-Bedroom 4 212 3,771;. __200,., _3 971 z_._-__2,530____.33„ 176 1-8 . . ......_ _- ..... ....... ..... 7-Bathroom First Floor 48 206;_.. 0 ....,-__.206 _-.--_. 667` 9 10 .. 1-4 Zone 2 _Clq.:46%,_Htq-29%q -__._ 1,231 '14,093 - _400-_14 493_16,935._-_220 _ 659_10x12 - _ - 8-Master Bedroom 207 5,001 400 5 401 2,588 34 234 2 6 -. - - 9-MasterCloset 75i_ _-465__-._ 0 465, _-1,794� 922 23; _1-4 10-Bedroom 2 ____216` 2,850 0 2 850__. _2 520 33 133' 1-6 -_.. ------- -- -- -- - ... -- 11-Bedroom 3 ______-.__.213 1,906' _ 0_-_1,906 - 2,611 _ 34 ___ 89___1--6 12-HaIVLinen/Upper Foyer,- . - 297 2,711. _ 0 2,711 3,994' 52 _127' 1-6 - -- -- -- - - - --- 13-Family_Bath ? 56 671, 0._ 67 432� 3, 6 1-4 - - - -._ _. . 14-Master Bath 121 ___434' 0 _434 -_-__2 107® 20. _.--. 27 1--4. -- .._. _. ..... , 15-Laund_ry. 46. 9 65 0' 6591 889, 12 31_ 174 . - - -- - _ .--- - --- -- - Sum of room airflows may_be greater than system_airflow because system has multiple.zones and system room airflowoption use the rester ofheating or cooling. Monday, October 10,2022, 10:34 AM iHome�Ener Compliance Raters �LOadS' � �� Elite Software Deyelopmer>t,inc��Rhvac Re�sidenti a) �LghtC�ommercial HVAC, � � .�. � 4� , �ry Zenith-O_ak Court-FIVI Lot ,55p' Duct Size Preview °t° Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct. Reg Duct Name Veloci Velocit -Factor U100 Loss Veloci Length Flow Flow Flow Size Size System 1 SuPPIyRUnouts ---- - - - ----_._..u- -- 1-Basement Built-in 500 750 0.01 0.1 0 46,_ 332: 0-0• 2-Dining_Room/Foyer Built-in - 500 750 0.01 0.1 429.2'• 37 150..- -_ 1-8 _---- - _ - -- 3-Kitchen/Family Built-In 500 7W 0 01 01 j 548 8 93 383 2 8; Room ®_-- --- --- 4-Pant Built-in 500, 750 0.01 01 0 7! 12 0-01. - 5-Powder Room Built-in 500 750 0.01 01 140.2: ® & 12. 1-4; 6-Bedroom 4 Built-In 500. 750 0.01 0.1' 505.3 33 171 1-8' - --- ---- ... . - - -,- - -- .------ --_ _ - --- -- ------- Floor Bathroom First Built-In 500 750 0.01 01 110 4 9 10 1-4 Zone 2 -_ _. . -. - _.__......... 8-Master Bedroom_ . Built-In 500 .__ 750 0.01 ..............0.1___-- 595.E_- - 34® _234 2-6, 9-Master Closet Built-In 500 750 0.01 0.1 267.3 ®. 22; -23 1-4• 10-Bedroom 2 Built-In 500 750; 0.01 0.1 678.9 33 _133• 1--6 .......---...------------------------------------ - - --- - -- - - -..._....----- -- ---- - -- ---- - --- .....--r---- 11-Bedroom 3 Built-In 500. .. 750 --0.01. __..---0.1....------------....._.._.. 4... - :®_ 89.- -6; 1- orn - - ---- - - - - 12-Hall/Linen/Upper Built-In 500 750; 0.01 0.1 '645 8 52 127 1-6 Foyer_...-_.........._-........ - - ----.. .................................._._.. - __.. - - __..._... _......_.._..._. ®.. - - - -....... 13-Family Bath Built-In 500 750 0.01 0.1 64.4 3 6_ 1-4 14-Master Bath BUllt-In 500 750 0.01 0.1 314 20: 27 1-4 y 750. 0.01 0.1 353 2 12 ! 1 1-4 15 Laundry Built-In 500 3 � _- -_ Other Ducts in System - 1.. . ._-. _............ - _._ .__.._...:. . .__ ... .: . ... . . ----- ----- - - - - Supply Main Trunk Built-In 700 900 0.0003' 0.1 779.8r 748' 1 386' 16x16 Summary System ystem 1------_ -.........._------------------------..........-------.............--------------------- _..... --- ........ _._. -..__.._....._.._..._.. -.._... - ... - - ...._.._...._.._.. .. - Heating Flow: 748 --.._... __...._ .. ._.. ._. ...... _..... . - ....._ _ - -.._.._. ._...------------ Cool►nq Flow: 1386 Monday, October 10, 2022, 10:34 AM Rhvat: Resid®ntlal&fight Commercial HVAC;Loads life Software Development,lrtc ' E Home Energy;Compliance Raters y._ Zenith=Oak Court-FM Lot 7,755 Brookhaven NY 11719 Page 6' Totat Building Sumh7a1y Loads Descrl tlon y #, �� Quan Loss.. Gain, . Galn Calm: United Window: Glazing-JTD United Windows and Doors, 298.8 5,377 0 9,087 91087 U-value 0.3,SHGC 0.3 United Glass Door: Glazing-JTD United sliding patio door, 81 1,360 0 2,590 2,590 U-value 0.28, SHGC 0.31 United Window: Glazing-JTD United Windows and Doors, 22 396 0 364 364 outdoor insect screen with 100%coverage, light color drapes with medium weave with 50%coverage, U- value 0.3, SHGC 0.3 PCH BSMT: Door-JTD- _he Trma-Tru Half Lite,to outside, 38.1 503 0 176 176 U-value 0.22 PCH Front Door: Door-JTD-Therma-Tru Fibrt-Classic 36 496 0 174 174 with Sidelites, U-value 0.23 PCH Garage: Door-JTD, U-value 0.15 18 149 0 68 68 Attic Access: Door-Wood door to attic with 1"XPS 11.6 127 0 58 58 insulation attached, U-value 0.2 R-11 Blanket-8 Wall-Basement, Custom-, JTD 8' below 1523.3 5,998 0 202 202 grade, U-value 0.061, above grade U-value 0.086 R-11 Blanket-0: Wall-Basement, Custom, JTD 0' below 114.9 593 0 82 82 grade for doors, U-value=0.086, above grade U-value 0.086 R-20 Batt+XPS:Wall-Frame, Custom, JTD R-15 batts+ 2282.6 7,671 0, 985 985 1" Rigid Foam continuous, U-value 0.056 R-15 Batt: Part-Frame, Custom, JTD, U-value 0.084 284.5 1,315 0 598 598 R-15 Batt at gar: Part-Frame, Custom, JTD grade I at 59 256 0 116 116 garage, U-value 0.079 R-18 Gable: Wall-Frame, Custom, JTD 2"SPF+ 1" Rigid 337 1,173 0 151 151 Foam continuous, U-value 0.058 R-15 Batt: Wall-Frame, Custom, JTD, U-value 0.084 56.9 287 0 69 69 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 162.2 311 0 338 338 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation, U-value 0.032 16A-30: Partition Roof/Ceiling (STD=25,WTD=55)-Under 7.7 14 0 6 6 Attic with Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation, U-value 0.032 SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 1479.1 3,107 0 1,036 1,036 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 R-0 BSMT: Floor-Basement, Custom, JTD, U-value 0.2 1406 16,872 0 0 0 R-30 cantilever: Partition Floor(STD=25,WTD=55)-Over 18.3 42 0 19 19 open crawl space or garage, Custom, JTD R-30 batt insul in floor_cantilevers, U-value 0.042 --__-- Subtotals for structure: 46,047 0 16,119 16,119 People: 5 1,000 1,150 2,150 Equipment: 806 7,566 8,372 Lighting: 1400 4,774 4,774 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 175, Summer CFM: 0 11,509 0 0 0 Ventilation: Winter CFM: 113, Summer CFM: 113 1,855 2,054 309 2,363 Blower Heat Gain,249 watts: 0 0 850 850 Monday, October 10,2022, 10:34 AM Rhvac-Residential&L�ghf Commercial HVAC Loads Elite Softwa Development,inc. re Home Energy Compliance Raters Zenith-Oak Court';,FM Lot;7755 Brookhaven,NY 11719.. %Pa e'7' Total Building Summaly Loads cont`d C�omponent � /area � pSen 'Lat Sen Total' Total Building Load Totals: 59,411 3,860 30,768 34,628 Total Building Supply CFM: ' . 1,386 CFM Per Square ft.: 0.346 Square ft. of Room Area: 4,010 Square ft. Per Ton: 1,251 Volume(W): 44,145 r'i; .:s.r,xr k+ri; v•.�•. r ,.. gvN, a � r � -- a � Total Heating Required Including Ventilation Air: 59,411 Btuh 59.411 MBH Total Sensible Gain: 30,768 Btuh 89 % Total Latent Gain: 3,860 Btuh 11 % Total Cooling Required"Including Ventilation Air: 34,628 Btuh 2.89 Tons(Based On Sensible+ Latent) 3.20 .Tons(Based On 80%Sensible tY) CaP aci "- Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets'both sensible and latent loads according to the manufacturer's performance data at your design conditions. Monday, October 10, 2022, 10:34 AM Rhvac Residential&Light Commerc�ol HVACLoads Elite Software Development,Inc W y �- a Home Energy:Compliance Raters " Zenah `OaKCou t F -Lot.7755 ['Brookhaven,'NY 11719 w Pa e 8 Manual S Performance Data,- S stem 1 - Main Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 30,768 Outdoor Wet Bulb: 71 Latent Gain: 3,860 Indoor Dry Bulb: 75 Total Gain: 34,628 Indoor RH: 50 Load SHR: 0.89 Supply Airflow: 1,262 Entering Dry Bulb: 75.7 Entering Wet Bulb: 63.3 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 59,411 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.7 Indoor RH: 30 Supply Airflow: 748 •.r'•�a: -o-- .l• ,:�: k aE :'.x E ui menf,PerformaneeData:atS stemDesl n>Con"ditions,.,� ..; w...t This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor,Model: ML14XC1-036-230E*", Indoor Model: CH35-30B+TDR+TXV AHRI Reference Number: 9143255Nominal Capacity:,34,800, Manufacturer.: LENNOX d Interpolation Data: x r a+�> �•, � '� kt.� ,.p �Mxa`r'cf`1- rk.. �'ak�-r� '� k�n dt rcxx� �+u+ f � EWB Air Flowf ODB o Capacity rylnput E Sensible y Sensible;� F M CFM �¢9 Btub kW 8/TGapacity; Srf£ Capacity } t 116 s sa 35800 1.9i 0.92 3293 63 1 5 37000 1 9' 0.81' 29970 0.97 3589 - - - 6,7 4f 116 lN ,3 37600 1.91 0 62 23312 0 75; 2820- v1345 s. '_ 39000: 1.9� 0.64 24960. 0.79 3081 Interpolation Results: Percent Load of Load Sensible Capacity: 29,460 30,768 96% Latent Capacity: 7,144 3,860 185% Total Capacity: 36,605 34,628 106% Power Input: 1.90 Heating: Model Type: Propane Furnace, Model: EL195UH070XE36B-*, Nominal Capacity:63,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 63,000 59,411 106% Monday, October 10,2022, 10:34 AM Ft6Vae-Residential&"Light Commercial HVAC'Loads ;-: Elite Software Development,Inc. H9me_g9ergy Compliar ce,Raters W _ . v::,- _ Zendh ,Oak Court w FM Lot 7755, ..Brookhaven NY 11719 ; Page 9. System 1 Room Load Summaty x.,�� `Jf �s�`''� u• y�l:."�i�:�� ra.r.�� t�,�a ��i.,�c�`� x.ai'..f� `'� 5�� r�'.v:�u . ¢ .�^"• I a.�.�ram. ,..y,2 E Roomk �Nh Area } Sens., Htg {Duet;��,zDuct ;9ens ,: Lat,> Clg Sys; Btuh,• CFM Slze'a 5 ,:V.el, rfsBtuh ,. Btuh -_ �CFM ';CFM' ---Zone 1--- 1 Basement 1,406 25,545 332 0-0 0 974 0 46 332 2 Dining 286 2,847 37 1-8 429 3,203 0 150 • 150 Room/Foyer 3 Kitchen/Family 747 7,161 93 2-8 549 8,192 1,206 383 383 Room 4 Pantry 44 930 12 0-0 0 155. 0 . 7 12 5'!Powder Room 35 941 12 1-4 140 127 0 6 12 6 Bedroom . - . '212 2,530 33 1-8 505 3,771 200 176 176 7 Bathroom First 48 667 9 1-4 110 206 0 10 10 Floor Zone 1 subtotal 2,779 40,621 528 16,628 1,406 778 778 ---Zone 2--- 8 Master Bedroom 207 2,588 34 2-6 596 5,001 400 234 234 9 Master Closet 75 1,794 23 1-4 267 465 0 22 23 10 Bedroom 2 216 2,520 33 1-6 679 2,850 0 133 133 11 Bedroom 3 213 2,611 34 1-6 454 1,906 0 89 89 12 Hall/Linen/Upper 297 3,994 52 1-6 646 2,711 0 127 127 Foyer 13 Family Bath 56 432 6 1-4 64 67 0 3 6 14 Master Bath 121 2,107 27 1-4 314 434 0 20 27 15 Laundry 46 889 12 1-4 353 659 0 31 31 _ Zone 2 subtotal 1231 16,935 2.20_-_ 14,093 400 659 659_ Ventilation 1,855 309 2,054 Blower Power 850 System 1 total 4,010 59,411 748 30,768 3,860 1,386 1,386 System 1 Main Trunk Size: 16x16 in. Velocity: 780 ft./min Loss per 100 ft.: 0.055 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method. Co'olln S stern.Surnma n r'°�s dr''""� i d ;ti. }.`�'- -r yip' , ;. - ;�,,,, a,� 5. .�.,N x:^>; ar.;,.+3 � 'LA" ''x.�N :: > a a -° _.^'•'c�' 's^�;;:T „ r ,Ctoohng Sensible%Latent ��Senslble t .. Latent ,,, otaf �'�#-i� `R 7-��Y'.•S`�, k+ ,3',''S' .+>y s �'•' '�r ' £ 4 Tons NS lita,;Btuh, F SBtuh.. Btuh' Net Required: 2.89 89/o/ 11 /0 30,768 3,860 34,628 Recommended: 3.20 80%/20% 30,768 7,692 38,460 Actual: 2.90 77%/23% 26,796 8,004 34,800 ,EmeDa . , k Heating System v R•�^ a .wp�r.f4, .. t �y�.Y.,y-.. a,��, a_..: ;F fS Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL195UH070XE366* ML14XC1-036-230B** Indoor Model: CH35-30B+TDR+TXV Brand: ELITE 90 MERIT ML14XC1 SERIES Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 15.1 SEER Sound: 0 0 Capacity: 63,000 Btuh 34,800 Btuh Monday, October 10,2022, 10:34 AM Sookh6VenAY111719 vac ReSidenttal&UghtCommercial HVAC Loads Elrbe Software Development,Inc:, ate Zernth Oak$Cout f M Lot 7755 Eery'a 10 S stem'' Room Load"Summa cont'd E ui ment Data Adjusted Capacity: n/a 36,605 Btuh Sensible Capacity: n/a 26,796 Btuh Adjusted Sensible Capacity: n/a 29,461 Btuh Latent Capacity: n/a 8,004 Btuh Adjusted Latent Capacity: n/a 7,144 Btuh AHRI Reference No.: n/a 9143255 This system's equipment was selected in accordance with ACCA Manual S. "Manual S equipment sizing data: SODB: 85F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 30,768 Btuh, Lat. gain: 3,860 Btuh, Sen. loss: 59,411 Btuh, Entering cig. coil DB: 75.8F, Entering clg. coil.WB: 63.3F, Entering htg. coil DB: 67.7F, Clg. coil:TD:20F, Htg. coil TD: 70F, Req-. clg. airflow: 1386 CFM; Req. htg. airflow: 748 CFM Monday, October 10,2022, 10:34 AM �.► Form ' ACCA• Residential Plans Examiner • Form RPER 1.01 • - - • (Loads, • • - 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No 0 Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No 0 OEM performance data(heating,cooling,blower): Yes❑ No 0 Building Plan# Manual D Friction Rate Worksheet: Yes❑ No Duct distribution system sketch: Yes❑ No X Home Address(Street or Lot#,Block,Subdivision) HVAC LOAD CALCULATION (IRC M1401 .3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 OF Orientation(Front door faces) West Indoor temperature — 70 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest 59411 Number of bedrooms 4Total heat loss BtU/h Summer Design Conditions Conditioned floor area 4010 Sq Ft Outdoor temperature _ 85 OF Number of occupants Indoor temperature 75 OF Windows Roof Grains difference 27 A Gr @ % Rh Eave overhang depth 1 Ft Sensible heat gain 30763 Btu/h Internal shade Drapes Eave Latent heat gain 3860 Btu/h Blinds,drapes,etc Depth Window Total heat gain 34628 Btu/h Number of skylights EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner (� Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM � _8.6.CFM Model EL195UH07OXE36B-* Model ML14XC1-036-230E** Cooling CFM 1 -ARF CFM Heating output capacity 63000 Btu/h Sensible cooling capacity 29460 Btu/h Heat pumps-capacity at winter design outdoor conditions 71 44 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 36605 Btu/h DISTRIBUTION�HVAC DUCT •1 Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)-TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's,Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 1 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. �I F E 8 - 6 2025 � f :1 t Z 4� F E B - 6 2025 k twy 8 3 3 n Z � Z U F E 0 - 6 2025 ✓f ,J r kt�1 ry AM A#Yxr4`ob _ ar�'kMJdy"��r'�✓`4 5 � 5�M��r: h�`�1 if. F =s t � �i �' as � `' � y 01 S NSA, � �� {a�h �zxrt �> '��" en a,� N �x,� p z✓*s'' xy�1�'� ' §,,� �S � Rf"'nVqq v SBr r �e5 x x �e'ra' & s" d"rx"F" ,h wool re 40 r s4 �x�a NATO, ME 0 .h {�a t*r A s is �I x µµ7� _ rd� b. j C. 1 f ;f i yB(Ogo Jill 1 flti QIW•YLLl �OIf YbOOYr.f _._ ..-w. -� r H• - 1I I fa ; il�f i ill 1 it till -'tsi�llli!Jill I ` I• %f!j r rf rf ! 631-874-2098 'roN,% ein Road . ►ter Moriches �� Insured censed info a uccioelectricc2rU.c01n STOVE AIR HANDLER 1 ST FLOOR BATHROOM STOVE OUTLET MICROWAVE ERV DISH WASHE 2ND FL BATHROOM GFI REFRIGERATOR WASHER BOILER DRYER. KITCHEN GFI "All BEDROOM 41 - ATTIC KITCHEN GFI "B" BEDROOM #? - HALL HOOD JUNIOR MASTER BEDROOM GARAGE OUTLET FAMILY ROOM MASTER BEDROO1 - FRONT DOOR - KITCHEN - GARAGE - BASEMENT �1 boo L •�-1 �NYANDANCH RE CORP 11 OAK COURT 1,.. MARION -1-I-I-EFFT n I- �I<11g1IY Iw l0 -NMPI UOk - I s r a i 14, Lt f 1 , 1 .t I , s i.' �t { i II t. A u. t i _ f :yi, •1 I �c *, 3. r �s "£ s � e } Y1 REWRate -!Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-31-3-11.8 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2022-10-10 Data Filename 2022_015 xx Oak Court.P.CC.big 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 Natural Gas Glazing Area Percentage 14% Heating Degree Days 5294 HERS Index 56 Construction Site Owner/Agent Designer/Contractor HERS Rater xx Oak Court Tatsis Stelios Ocean CH, Inc. DAmaro Engineering East Marion, NY 11939 xx Oak Court 575 Smithtown Avenue Jerry DAmaro East Marion, NY 11939 Bohemia, NY 11716 Certification#2614397 631-767-9933 631-878-7808 Building Information Conditioned Area(sq ft) 3908 Conditioned Volume (cubic ft) 44145 Insulated Shell Area(sq ft) 7821 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($/yr) 3232 Maximum UA 458 Your Home Energy Cost($/yr) 3105 Your Home UA 433 Better Than Code (Perf) 0.1% Better Than Code (UA) 5.5% Gross Area , Cavity Cont. 'Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor ' UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1:, R-20 Batt+Rigid 2556 15.0 5.0 139 AG Wall 2: R15,FG1;4-16 307 15.0 0.0 .24 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. REM/Rate - Residential Energy Analysis.and Rating Software v16.0.4 ' New York Compliance Certi ficate f Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter„ .R-Value R-Value ;U-Factor,,. UA_ AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0 19 AG Wall 4: R15,FG1,4-16 95 15.0 0.0 8 Joist 1: Cond-ambient 142 13.0 5.0 0 Joist 2: Cond-garage 17 13.0 0.0 0 Joist 3: Cond->ambient 82 13.0 5.0 , 0 Joist 4: Cond-attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 0.300 88 Window 2: U:0.28, SHGC 0.31 DR 80 0.280 22 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 , Floors Over Garage Floor 1: R30,FG1,X-16. 18.. 30.0 0.0. 1 . Basement Wails Wall 1: R-11 Paramount 1243 0.0 11.0 66 Wait 2: R-11.Paramount 225 0.0- 11.0 12 Window 3: U:0.30, SHGC:0.30 29 0.300 9 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, Gas, 0.72 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 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 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. kav O�Maro Name-Title 9.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 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering," Projected Rating xx Oak Court 631-878-7808 2022-10-10 " East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022 015 xx Oak Court.P.CC.big Date: 10/10/2022 Building Information Conditioned Area(sq ft) 3908 Conditioned Volume(cubic ft) 44145 Insulated Shell Area (sq ft) 7821 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(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] I. Wall: R-20 Batt+Rigid (2556 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 (307 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 v1-6:0.4 This information does not constitute any warranty of.energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. I Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10' East Marion, NY 11939 Jerry D'Amaro Rating No:2022_015, . RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022 015 xx Oak Court.P.CC.blg Date: 10/10/2022 Above-Grade Walls [ ] 3. Wall: W18 SPF+Rigid (336 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 (95 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 11 III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio:.0.14 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: West Comments/Location, [ ] 2. Window: U:0.30, SHGC:0.30(45 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: West Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., South), U-Vatue: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: South Comments/Location [ ] 4. Window: U:0.30, SHGC0.30(30 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-4 Orientation: East Comments/Location REM/Rate-Residential,Energy Analysis and Rating Software.06.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,.Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 ' East Marion, NY 11939 Jerry DAmaro Rating No:2022_015. Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.big Date: 10/10/2022 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f., East),.U-Value:0:280, SHGC: 0.310 For windows without labeled U-factors, describe features:. Name: D-5 Orientation: East Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., East), U-Value: 0.280, SHGC:-0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: East Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30(9 s.f.;East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: East Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30(30 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: West Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: West Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., West); U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-10 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. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10, East Marion, NY 11939 Jerry;D'Amaro Rating No:2022_015 Rater I D:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Date: 10/10/2022 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f.,West), U-.Value: 0.300,.SHGC:0.300 For windows without labeled U-factors, describe features: Name:W-11 Orientation: West Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f., South), U-Valuer 0.300, SHGC: 0.300 For windows without labeled U-factors,:describe features: Name: W-12 Orientation: South Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., East), U-Value: 0.300, SHGC: 0:300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: East Comments/Location [ ] 14. Window: U:0.30, SHGC:0:30 (30 s.f.,'East), .U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: East Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: East Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (10 s.f.,;South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features:. Name:W-16 Orientation: South 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 4 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Date: 10/10/2022 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30(10 s.f., East); U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-17' Orientation: East Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (10 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-18 Orientation: East Comments/Location Doors [ ] 1. Door: PCH Front Door(34 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. Poor: Fiberglass U-0.17 JD(18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access (12 s.f.), R-Value 5.0, 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 5 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected,Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx Oak Court.P.CC.blg Date: 10/10/2022 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 . 111 Face / Inset' Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount(1406 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 [ J 1. Wall: R-11 Paramount(1293 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 11 III Face/ Inset Comments/Location Rim and Band Joists [ ] I. Joist: FF to outside(142 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(17 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 REM/Rate-_Residential Energy Analysis-and Rating Software v1.6.0.4 This information does not-constitute any warranty of energy costs ocsavings. ©1985-2020 NORESCO; Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10- East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. , 2022_015 xx Oak Court.P.CC.blg Date: 10/10/2022 Rim and Band Joists [ ] 3. Joist: 2F to outside(82 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 [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Natural gas, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Natural gas, 0.72 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: 2207) [ ] 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. REM/Rate-Residential EnergyrArialysis.and°Rating-Software A6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy p Code Inspection Checklist t Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Oak Court 631-878-7808 2022-10-10 East Marion, NY 11939 Jerry DAmaro Rating No:2022_015 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-31-3-11.8 Ocean CH, Inc. 2022_015 xx oak Court.P.CC.big Date: 10/10/2022 Infiltration Requirements for IECC 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 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 REMIRate-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 HUUlrTEH XHSULATNO H 675 Elton Street, Riverhead, NY 11901 - (631) 283-4120 December 12,2024 RE: 115 Oak Court East Marion To Whom It May Concern, This is the certify that the above mentioned property was sprayed with no burn thermal barrier. Since ely Arlene Welsh Over Five Decades of Quality and Service FIELD INSPECTION RE-- R00 W .1 .0 err• ;�- oll �l a 1 � l ,IPA — Eld i� -MMi 11. '�suFFoc��, 1 '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.soutlaoldto=.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only FF7 NUv PERMIT NO. Building Inspector. i� f"= �I l &L I22 Applicatioris and forms must be:filled out in their.entirety,Incomplete . applications wilt not be accepted: ,Where the Applicant is not.the owner,an. -Owner'sMthoiization,form;(Page 2)shall be completed: Date: o✓ ?,Q%12,2, OWNER(S)OF PR PERTY: Name: = SCTM#1000-31 � M Project Address: 1 ( 0 �� ' M Phone#: f Email: i* .5 (0 I ' + Mailing Address: "-.s CONTACTPERSON: Name: P o 'Mailing Address: ,�� V 73 Phone#: 1_ ` Email`. 1J6CJ Ga DESIGN PROFESSIONAL I(VF.ORMATIQN: Name: D'A "'n ` c Mailing Address: A— emen Phone#: `_ _ B Email: CONTRACTOR IN,FORMAT.ION:, Name: Mailing Address: 1 u, 117)3 Phone#: ► Email: l r DESCRIPTION,.OF PROPOSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1'00-CKN 0 Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes *NO 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check'Roic•After Reading: The owner/contractor/design professionalas responsible°for ill drainage and'storm water issues as provided by -Chppt r.236 of the Town Code:APPLIdATi6N IS HEREBY MADE to the'Bullding Department fog theassuance'of a BuNdingPermit pursuant to the Building Zone Ordinance of"the Town of Southold,Suffolk,County;New York and other applicable laws,Ordinances or Regulationsjor the construction of,buildings, additions,alterations or for removal or demolition as heroin described:The applicant agrees to comply with illapplicable,laws,ordinances,building'code; houslr►g code and r lationa and to admit authorizad inspectors oe premisss and in'buildln8(s)for necessary{nspectlons.Pals statimants made herein are punishable as a,gass A misdemeanor.pursuant to Section 210.45 of the New York State Penal Law. . ' Application Submitted By(print na � 'C� ❑Authorized Agent Xowner Signature of Applicant: Date: I l_ R_a oil- STATE OF NEW Y,ORK) SS: COUNTY OF Sal� �I K ) �C)b�:r�' �I e—P being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 0 ne F (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 setforth in the application file therewith. Sworn before me this 2day of�!(jVPIfYI�c f,20� tlrnd otary Public TRACEY L. r-11VYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 " (Where the applicant is not the owner) QUALIFIED IN SUFFOLIC COUN COMMISSION EXPIRES DUNE 30,2 I, residing at do hereby authorize • to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 ,fit 'S FFOI,� �. BUILDING DEPARTMENT- Electrical Inspector f r0�0 c�Gy TOWN OF SOUTHOLD y Town Hall Annex- 54375 Main Road - PO Box 1179 c Southold; New York 1 1 971-0959 `'.ti1�! O� Telephone (631) 765-1802 - FAX (631) 765-9502 �''` rogerr(a�southoldtownny.gov — seand(c southoldtownny.gov ` ?Lxze.f APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: D � Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: c Address:05 Cross Street: v—y Phone No.: f ✓y BIdg.Permit#: MOO email: S , VC, c, Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WO K, INC UDE SQUARE FOOTAGE (Please Pri plearly): 4VO C uq��N" Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ Y S®NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size[g1 Ph❑3 Ph Size: ' A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnectk]Underground❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION V L15—Add t APR 2 8 2023 ,' Ike GJ a�l3�rt7 �e�r�� f'118L411R1��JGi°i. - FFOIK��Gy� BUILDING DEPARTMENT-Electrical Inspector o .< TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4,- �a0�� Telephone (631) 765-1802 Temporary Certificate # I `I b Date y - a 2023 Customer Name w Ctnda0 c)'l k e Czr,-p Electrician Name P(-kcc—i O LI eG-IY%c Fl"f Address C)&NX Q+. ea5+ mov-i un Phone e-mail r-� s 1,q I I DOQ a koo .CAM e-mail jrve0�Q uGc,l 0,0KN Phone La 1-7i j- of 0j license# gD(D— CY)C Size a 00 A Phase Overhead Underground X #of Meters Remarks #of Underground Laterals 1 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid f da date above. Authorized by Lie 696 P v A EMERGENCY SERVIC-E 21 Frowein Road Center Moriches NY 11934 631-874-2098 info(@ pucdoelectriccorp.com Job Name& Jam'.- �/�-S,� / Lot# Address A/C Units O AMP S' Arc Fault Breakers O Breakers Used Ceiling Fans Dish Washer Dryer GA. ELECTRIC j, Dual Function Breakers ----- Exhaust Fans Fan Speed Control .� Fire Place GAS ELECTRIC Florescent Lights �---� GFI Breakers GFI's Heat Sensors Hi Hats Lights 0"AMEW Outdoor Lights VLC, Pool Lights 3 Outlets Switches / Panel Pump Septic Line Outlets SM/CO Combo GFI's Smoke Detectors Timer Stove GAS LI?CTR[ Breaker(s) Switches *Sub,Panel () Total Breakers e-5 Bonding Washer GAS 1:l:ECTRIC �l P. an I AR c o(i J f v�5 er Kc K r �uI Fidelity National Title Nov 2 g �022 •,• INSURANCE SERVICES,LLC ED BUILDING DEPT. .. TOWN OFSOUTHOLD TITLE NO: 7404-015374 District: 1000 Section: 031.00 Block: 03.00 Lot: 011.008 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Wyandanch Real Estate Corp.and his/her predecessors in title since prior to 07/13/1984 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: November 21, 2022 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC JE UVA Sworn to before me this 21 st day of November, 2022 Notary Public SAi3 DRA J.GOLESM Rlotwy Public,#01G05032467 Sulfoiit County,Now Yorl COMMissicc Expire✓:Aug.29,20 24 Commerce Drive 0 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 8 =�,1 Fidelity National Title ..-. INSURANCE SERVICES,LLC TITLE NO. 7404-015374 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-031.00-03.00-011.008 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/13/1984. SUBJECT PREMISES: 1000-031.00-03.00-011.008 Highpoint East Marion Section Two Inc. Liber 9602 cp 325 TO Dated: 07/05/1984 Herbert R. Mandel Rec'd: 07/18/1984 (premises and more) Herbert R. Mandel Liber 9871 cp 551 TO Dated: 08/15/1985 Stelnina Realty Corp. Rec'd: 09/12/1985 Stelnina Realty Corp. Liber 12776 cp 884 TO Dated: 05/20/2014 Stelios Tatsis Rec'd: 06/10/2014 FIDELITY NATION TITLE INSURANCE SERVICES, LLC Sworn to before me this 21 st day of November, 2022 JEAN DUVA ,4&r� �� ' Notary Public 8�414DRAJ.G®i_ESKI Notary Public,#01 G®5032467 Suffolk County,Now York Commission Expires:Aug.29.20 24 Commerce Drive • Riverhead;New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title n. INSURANCE SERVICES,LLC Stelios Tatsis TO BE RECORDED TO Dated: 09/29/2022 Wyandanch Real Estate Corp. LAST OWNER PREMISES NORTH: CEDAR DRIVE PREMISES EAST: 1000-031.00-03.00-008.000 Ana Mataxas Liber 6206 cp 62 TO Dated: 08/18/1967 Michael D. Nomikos and Ana Nomikos, his wife Rec'd: 08/21/1967 Find no proof of death for Michael D.Nomikos in Suffolk Surrogates Court. Ana Nomikos, as surviving tenant by the entirety Liber 10109 cp 425 TO Dated: 07/22/1986 Bernard L. Kapell Rec'd: 08/26/1986 Bernard Kapell Liber 10256 cp 41 TO Dated: 01/27/1987 Daniel C. Finnie, Jr. and Tina Marie Finne, his wife Rec'd: 02/25/1987 Daniel C. Finnie, Jr. and Tina Marie Finne,his wife Liber 11038 cp 103 TO Dated: 03/15/1990 George Petropoulakis and Julia Petropoulakis,his wife Rec'd: 03/21/1990 LAST DEED OF RECORD FIDELITY NATION TITLE INSURANCE SERVICES, LLC Sworn to before me this 21 st day of November, 2022 JEAN DUVA "-�A�- Notary Pub"C&N®RA J.001-ES I Notary Public,=G05032467 Sufolk County.Nova York Commission Expires:Aug.29,26 24 Commerce Drive 0 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES EAST: 1000-031.00-03.00-009.000 Peter Pananis and Vasiliki Pananis, his wife Liber 6882 cp 505 TO Dated: 01/19/1971 Orestis Likokas and Merope Likokas, his wife Rec'd: 02/08/1971 Orestis Likokas and Merope Likokas, his wife Liber 12635 cp 994 TO Dated: 0l/11/2010 Orestis Likokas, Merope Likokas; George Likokas, Rec'd: 08/31/2010 Helen Likokas, as Trustees of the Likokas Family Trust, Orestis Likokas and Merope Likokas, as to a Life Estate LAST DEED OF RECORD PREMISES SOUTH: 1000-031,00-03.00-011.009 Highpoint East Marion Section Two Inc. Liber 9602 cp 325 TO Dated: 07/05/1984 Herbert R. Mandel Rec'd: 07/18/1984 (premises and more) Herbert R. Mandel Liber 9902 cp 479 TO Dated: 10/07/1985 Steve Angelakis and Argeroula Angelakis, his wife Rec'd: 10/28/1985 Find no proof of death for Steven Angelakis in Suffolk Surrogates Court. FIDELITY NATION L TITLE INSURANCE SERVICES, LLC Sworn to before me this 21st day of November, 20 2 JEAN DUVA Notary Public SANDRA J.GOLE KI Notafy PoblI MIG05032467 Suiyollc County,Now York Commission Expires:Aug.29,20 24 Commerce Drive 0 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Argeroula Angelakis, as surviving tenant by the entirety Liber 13013 cp 660 with Steve Angelakis Dated: 05/02/2019 TO Rec'd: 05/29/2019 Argeroula Angelakis, as to Life Estate, Kaliope Angelakis, as to 50% interest and Sophia Angelakis, as to 50%interest, as tenant in common(remainder) LAST DEED OF RECORD PREMISES WEST: OAK COURT FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this 21 st day of November, 2022 JEA�JJVA Notary Public Notary Public,=G05032467 St„golic County,New York CoMmisslon Explr=Aug.29,20 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 Fax: (631)727-0606 GENERAL REQUIREMENTS: I/A OV4T5 INSTALLATION STANDARDS: SITE LAYOUT NOTES: I. The Installer must hold a current Liquid Waste License, pursuant to I. Install I/A OVNITS tanks according to manufacturer's I. THIS 15 AN ARCHITECT'5 51TE PLAN 4 15 4 1 9•1 �04 recommendations while conforming with these, standard. All Suffolk County Code Chapter 565, Article \/It (SeptIc Industry j�7 �,:� SUBJECT TO VERIFICATION BY A LICENSED IN ut Businesses) through the Suffolk County Department of Labor, applicable recommendations provided by the manufacturer shall be �7 SURVEYOR. THE INFORMATION / a Implemented. County Code It. §565--Iq. The Department of Labor,LIr Consumer AffairsF A REPRESENTED ON THIS 51TE PLAN 15 TO THE Licensing and Consumer Affairs,pursuant to SO Polk C ;;,W < 5, 2 j� " N -ensing,and C maintains a list of licensed I/A ONT5 Maintenance Providers. The I/A ONT5 tank shall be Installed at level In all directions \NJ .0 ARCHITECT'S BEST OF KNOWLEDGE. FF .,!,1 ell 0 t" 7 (with a maximum tolerance In any direction of +/one quarter Inch) on N . - v I "!"', r . V W / / W a minimum 5-Inch thick bed of property leveled and compacted sand 2.SURVEY INFORMATION WAS OBTAINED 2. All I/A OPqT5 must be, registered with the Deportment In A 0 accordance with Article, 11 of the Suffolk County Sanitary Co (free from rocks) or peo grovel.do N FROM A SURVEY DATED JUNE :2&, 2022 • J� A, vi� CY) AND PREPARED BY: prior to the Deportment granting certification of completed p 'r,4 5. I/A ONTS Tanks shall be, provided with a single outlet. A 4-J construction on "as built" plans. r -E distribution box/manhole or distribution leaching structure may be -iX 0 • C; 4" 5E(:'CAFICO LAND SURVEYING PC 5. An exec between the required for oil systems with multiple, leaching structures unless an �V executed Operation and Maintenance Contract L t N.Y. STATE LAND SURVEYOR A SUBJECT PROPERTY Maintenance Provider and Property owner must be submitted to the alternative, design Is approved by the, Deportment. 0 411 LIC. #04q2b7 De [/A OV4T5 registration by the % 4. The, top of the I/A ONT5 tank shall not be located greater than e, 500 MONTAUK HIGHWAY Department prior to approval of the Deportment In accordance with Article Ict of the Suffolk County Q0 MORICHES, NY, llc[55 0 r. 0 e4. C: Z Sanitary Code. 2.5 feet or less than one foot below final grade. (651) a -01.20 (651) '72&-5550 eo, 4. All Installed I/A OVNIT5 are required to have on initial 5-year 5. At a minimum,all sampling manhole's shall have 20-Inch covered N, cc warranty and operotion/mainterionce service contract. After the access openings to grade located over the Inlet and outlet. V, -00 >) ` .% - ��, " r-*� " , , . A C: -year operation and maintenance x. *A -Inch Initial 5 service contract has Covers shall be either 20 h diameter Hatertight and Article Iq of the 4k and maintenance contract in accordance with final grade,. All covers shall be designed in accordance with section 0 :t "A Z d) SMr 8 4e 0 41 expired,property owners ore expected to maintain an operation insect-proof locking cost iron covers or thermoplastic covers at 0 CO Suffolk County Sanitary Code. 5-111 of this standard. 4-J 4-J Ln "Ot •- 4Z r CU N C\J 0 6. Men sampling manholes are approved to I-;-- installed in a < A 5. Main an I/A ONT5 requires a vent,the unit shall be vented to the -Ing served. Ve roof of the residence 170- nt pipes shall extend a driveway or parking area,the manhole shall be designed to be, t -20 or above the roof line and the top of the vent traffic. bearing to meet the requirements of AA5HT0 H ®r.', t minimum of & Inc � (I shall have a minimum horizontal separation of 12 inches to the 145-:20 loading. T sloped portion of the, roof. In cases where It Is not practical to vent the system to the residence roof, a vent pipe- may be piped to -7. The, outlet invert elevation shall be a minimum of 0.1 foot below D�AELLINOI N/ the exterior of the residence and terminate a minimum of le) inches the Inlet invert elevation. PRIVATE NELL above grade and at least I foot from property lines. These vent LOCATION MAF pipes shall be located a minimum of 5 feet from any window or e,. Sampling manholes shall have on inside diameter of 2 feet or on L doorway and must terminate, with a carbon filter device-. All vent Inside, area of 2 foot by 2 foot. SCALE: NTS pipes must have a minimum diameter of 2 inches. cl. There shall be, a maximum retention depth below the outlet 'invert 6. Installation and use, of the, I/A OIqT5 must conform to the elevation of six Inches. FROliFro, ZONING DATA 70 Deportment's approved I/A OV4T5 guidance document prepared In 0. accordance with the standards for "Approval and Management of 10. All sewer pipe penetrations in the sampling manhole shall be Innovative and Alternative On5ite Wastewater 7rootment Systems." watertight. TAX MAP # 1000-51-05-1 L& 0 - MINIMUM DESIGN REQUIREMENTS: ELECTRICAL REQUIREMENTS: ZONING DISTRICT R-40 C constructed of precast concrete, CONTROL PANELS: I. I/A ONT5 tanks shall be r fiberglass,polyethylemepolypropylene,thermoplastics, or other I. The control panel box must be placed outside on a suitable .0 materials In accordance with Department standards and IONYCRR, pedestal near the structure that it serves. Alternatively, the panel COVERAGE Appendix -15-A. The use, of steel tanks Is prohibited. box may be mounted on an outside Hall of the, structure (preferable LLO_T a utility room,and not a living space). other locations for mounting % LOT 2. Men an I/A OV4TS requires a septic tank for pretreatment the the panel box will be considered by the Department on a DESCRIPTION (FOOTPRINT) AREA -10-1 COVERAGE septic tank shall be designed in accordance with sections 5 basis and with I/A OkqTS manufacturer approval. 0 C and 5-IOq of this standard. 600" 2. The, name, of the I/A ONTS 04M Provider must be, clearly TOTAL LOT AREA 40002.0 S.F. 01� .0 5. Unless otherwise specified,the leaching structure/system that identified on the outside of the panel and Include, a phone, number I I �� 0) 5-10*7 and 5-110 of this standard. 10c12.0 S.F. 4.2% < follows on I/A OV4TS shall be, designed in accordance with section to contact in ease of alarm. F_f-F-opoSED DWELLINGi \ 5. Exterior panel placement enables the, system to be serviced at 4. At a minimum,all I/A ONT5 treatment tanks shall have, 20-Inch any time,eliminating the need to access the Inside of the building. PROPOSED WOOD STOOPS 100.0 S.F. 0.2% covered access openings to grade, located over the Inlet and 4. The panel box must be within view of the system location to help F outlet. Covers shall be either 20-inch diameter watertight and facilitate operation and maintenance. Insect-prooF locking cost iron covers or thermoplastic covers at TOTAL AREA OF ALL STRUCTURES 1-7cf.2.0 S.F. 4.5% J EL.=27.1' \ Q final grade. All covers and chimneys/risers shall be designed In 5. Tbe, control panel shall be placed at a comfortable height for accordance with section 5-111 of this standard. access in accordance, with Federal Emergency Management Agency "MAXIMUM LOT COVERAGE ALLOWED - 20% NN - - ---------- - ------ O�� \ 5. Men a I/A ONTS Is approved to be installed in a driveway or (FEMA) flood zone requirements. parking area,the unit shall be designed and/or installed to 6. The panel shall meet National Electrical Manufacturers ��Q ` \ withstand HS-20 or H-20 loading as designated by AA5HTO. Association (NEMA) 4X specifications. 6. Garbage grinders shall not be permitted Hhen an [/A Ok*4T5 is -T. All below grade Hiring must be run In electrical conduit. The NOTE: \ i utilized as means of sewage disposal. conduit must hove, appropriate seals to prevent gases and moisture I. FLOOD MAP DATA: EXIST. from reaching the control panel or junction boxes. MAP #: 56105C0064H CATCH 1. Water softeners shall not discharge into on I/A ONTS and the -T/25/200cl BASIN Department recommends water softener backwash be connected to & Each system shall be equipped with a functioning Horning system MAP DATE: OC 'N an onsite drywell acceptable to Town or Village building which will activate audible and visual alarms that can be readily FLOOD ZONE: X Departments. seen and heard by the occupants of the building served. The 2. SITE PROTE07ION/SILT FENCING TO BE Department recommends a telemetry device be installed to INSTALLED AS REWIRED BY THE TOWN OF b. I/A OkITS tanks shall be watertight and constructed of sound and provide Immediate remote alarm notification to the 04M provider durable. materials that are not subject to excessive corrosion or covered by the 04M agreement. SOUTHOLD. decay. ci. Systems which are not designed to flow by gravity are 5. SURFACE WATERS OR WETLANDS ARE NOT 41. All tanks must be watertight. Two methods of ensuring tanks are recommended to be equipped with a control panel with means of LOCATED WITHIN 500' OF THE PROPERTY. watertight shall be either vacuum testing or Hater pressure, testing connecting a portable, generator to operate the system during a methods as follows: power outage. 4. ELEVATIONS REFERENCE NAVV IcI55 10. Vacuum testing: Soot the empty tank and apply a vacuum to four PUMPS.BLOWERS, LEVEL SENSORS,AND CONTROLS: (4) Inches(loomm) of mercury. The tank Is approved if cIO% of I. The electrical junction box serving the pump motor and floats 5. INSTALLATION SHALL CONFORM TO TABLE I vacuum is held for two minutes. must be watertight and located outside the I/A OPNITS tank chamber. - MINIMUM SEPARATION DISTANCE. 11. lesloter testing: 5cof tank;fill tank with water to outlet Invert 2. Any blowers located outside of the I/A OV4T5 unit must be placed elevation, let stand for 24 hours. Refill the tank to the outlet Invert on a pod (concrete, plastic, or fiberglass) and have, a soundproof SUBDIVISION INFORMATION: after the 24-hour period is complete. Let the I:onk stand for on enclosure cover. MAP OF HI&HPOINT AT EAST MARION, additional 10-hovr period. The, tank Is approved If water level Is AN SECTION TWO, INC. ` (Z'3 held for the. 10-hour period. Water pressure testing is 5. All pumps and float trees must be accessible and serviceable LOT NO. 51 recommended to be clone, onsite after Installation. from access openings. -k MAP NO. -M55 I/A OPqTS TANK CONSTRUCTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVr, float tree FILED JULY 15, 1154 that can be easily removed for service or adjustment. The floats I. Reinforced concrete shall have a minimum compressive strength shall not be attached to the force main. NEIGHBORING WELL INFORMATION: DWELLING wl of 5,000 pounds per square inch (psi) at 25-days set. 5. The Department shall observe the pump system operate through PRIVATE WELL a normal operating cycle. SCTM #1000-51-5-6 WELL 150'+ FROM PROPERTY 2. Hall thickness shall be a minimum of three inches unless the Z SCTM #1000-51-5-5 WELL 150'+ (SEE SITE PLAN) Lu design has been certified N a New York Licensed Professional 6.1inspection for leakage of the force main fittings will be, made 0 Engineer as complying with all appropriate requirements for thin during the pump test procedure. 50TM #1000-51-5-10 WELL 150'+ FROM PROPERTY 0 2 SOTM #1000-51-5-11.12 WELL 150'+ FROM PROPERTY 2 Nall construction. All walls,bottom and top shall contain reinforcing 56TM #1000-51-5-11.13 WELL 150'+ FROM PROPERTY Z! 0 to resist an applied force of 500 pounds per square foot (psf). 5OTM #1000-51-5-11.17 WELL 150'+ (SEE SITE PLAN) 5. Pre-cost concrete sections shall be scaled with one (1) Inch butyl iu rubber joint sealant which conforms to A5TM C,--qqO. 4. All sewer pipes shall penetrate the vertical sideHoll of the. tank PROP. and shall be scaled with grout or other means acceptable to the, 161i Deportmert such as watertight scaled flexible joint and the pipe METER TER PROF. HATER SUPI5_XY FROM F P WATER gasket fastened to the pipe with stainless steel retractable. WATER MAIN clamp(s). /PROF\ 5. All joints shall be sealed so that the tank is watertight. See DRY- section 5-114,5.10. Tanks that ore. cost in place require prior \.Vr=LL,,/ PROJECT: approval from the Deportment and must be certified by a Licensed Professional Engineer. At a minimum,the floor and walls of a concrete tank must be monolithically poured. PROF. :2-STORY NO. FISCHER LOT 37 6. Whenever practical,concrete, I/A 01,4TS shall not be located FRAME DWELLING H/ within groundwater. For installations that are placed wIthln BASEMENT 4 GARAGE SEPTIC groundwater, the bottom and side portions,up to le) Inches above /PROF\ (4 BEDROOMS) highest recorded/expected groundwater elevation,of the I/A ONTS unit shall be monolithically constructed. In cosei-, where this is not F.F. EL.=5(o.0' practicable,the I/A OV4T5 unit shall be water-proofed up to 15 GARAGE SLAB EL.=54.5' Inches above the highest recorded lexpected groundwater OAK COURT elevation and leak tested to ensure tightness prior to operation. MARCH 25, 2022 PROF. EAST MARION, NY 11939 -7. In cases when concrete tanks are Installed in groundwater, the C.O. design professional shall submit buoyancy calculations to prove the TEST HOLE DATA SEE ATTACHED SPECIAL CONDITION, ------ F weight of the tank(with or without anchoring or the addition of Mr-DONALD OEOSERVICES, MIN. ballast) will be at least 1.5 times more than the weight of the water FOB 1:25b DRAWING TITLE: displaced. The buoyancy calculations shall 17-_ done using highest SOUTHOLD, NY, II-q-71 GRADING PLAN AND/OR PLOT PLAN. expected/recorded groundwater elevation with the tank empty. 50'111 (651) -165-56-M 117,%:S11 - cover on top of the tanks) shall not be considered when MCDOEOD&MAIL.COM PROP. VENT I/A ONTS NOTES determining the, amount of anchoring or ballast Height required. HYDRO-ACTION TO ROOF AS AN400 I/A ONT5 SITE INFORMATION EL=55.0' 0 wi/ REMOTE PLC \.VJ SITE PLAN OL. DARK BROWN LOAM CONTROL PANEL SUFFOL< C_.,0UNT*r HEALTH DEFARTMENT AFFROVAL K ML BROWN SILT Z A <S U) PAGE: PROF. :2' PROP. -51 MIN. 0 TEST L.P. MIN. L.P. cr� 0 HOLE Z SF-10 :1000 Design Professional's Certification Required. Submit P.E.or R.A.Certification ForRO PROP.i PROP. 20110 E.P. The Installation and Construction of the Sewage Disposal System POLYLOK DIST. BOX DATE: 07/20/22 Use Form WWM-073 (SAMPLING POINT) EL.=54.6' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PALE BROWN FINE R=545.00. EL.=54.1' EXIST. SW L=IoO.Ol. PERMIT FOR APPROVAL OF CONSTRUCTION Fop, A TO COARSE SAND R=06.6-1, CABLE BOX SINGLE FAMILY RESIDENCE ONLY RED M. A L J 7 DATE 11/4/2022 H.S.. REF No. R-22-1364 0 APPROVED 0 5 10 20 50 40 50 kl� 4 111711 1 1 1 1 1 1 1 1 03740 FOR I'ViAXIMUM OF BEDROOMS 111111 1 1 1 �7� GRAPHIC SCALE "<EL.=5O.V EXPIRES THREE YEARS FROM DATE OF APPROVAL COMMENTS: NO &ROUNDKATER SITE PLAN ENCOUNTERED. SCALE: 1" = 15'-0" I I d Q SINGLE LINE DIAORA� W cc J N MAIN ELEGTR GAL zER® SETTING Q -t ON OFF DETECTION o rn FANEL AT DNELL NO INDICATOR INDICATOR GIRGUIT o MAIN BREAKER a 'co c: cv 0 o :+=' co -C 0 4-► -J N -J ND I GATOR a o GIRGUIT RAM RA1� LOG ®UTFUT GIRGUIT -0 U •- TI ME (1) :3 AC (DC,) I TUT i�OV�IER SUfi�FLY ONE-GH 1 F M 1 GROGOMFUTER RANGE/UNIT 4-1� GIRGUIT • SELECTORS + v DED I GATED, 30 AMP SINGLE-PHASE GIRGUIT BREAKER ELECTRICAL SERVICE 0 �- TO HYDRO-ACTION PLC., CONTROL FANEL cam -00 HYDRO-ACTION S I NC LE LINE D I AC RAM SCALE: NT5 z w O U NEW 4 PROVIDE BEDROOM SECONDARY SAFETY POLYLOK 20"(P D-BOX w/ DWELLING COVERS BENEATH SECURITY ORATE (BAFFLE 1'-0" MIN. PRIMARY COVER PLC CONTROL REQ'D IF INLET PITCH 2'-0" MAX. F.F. EL.=36.0' (TYP.;ALL RISERS) PANEL w/HP80 EXCEEDS " PER FOOT) GONG.COVER I'-O" MIN. Q - COMPRESSOR E 1'-0" MIN. BELOW GRADE 2'-6" MAX. � 10, AVG. GRADE EL. MAX. 2'-6 MAX' SEPTIC SYSTEM= 34.2' 4" HOUSE 5% MAXIMUM SLOPE R JECT G.O. - — -- ------ _- MAIN DRAIN MIN. 4"(P 5DR 35 _ PVC OR EQ. MIN. 4"(P 5DR 35 MIN. 4"m 5DR 35 ` " PVG OR EQ. PVC OR EQ. MIN PITCH ":I' MIN PITCH ":I' MIN PITCH I, FISCH ER - LOT 37 FLO _ ] C MIN. INV. INV. LI - - - FLOW LINE EL.=31.9 EL.=32.2' B INV. I14V. INV. SEPTIC D EL.=31.5' EL.=31.1' EL.=31.5' INV. PROVIDE CAST IRON PIPE EXTENDING 2'-0" ------- MIN. FROM BUILDING PROVIDE 12" THK. (MIN.) 2" MIN. DROP O 1z (PROVIDE END GAP LEACHING U D FOUNDATION q BED OF SAND OR PEA w w. GRAVEL BENEATH TYPE LEVELING POOL(S) p OAK COURT DISTRIBUTION BOX DEVICES AT OUTLETS) tL w EAST MARION, NY 11939 cn HYDRO-ACTION AN400 8'-0" DRAWING TITLE: 245 NITROGEN REDUCTION SYSTEM REPLACE EXIST. SOIL -- 1 w/3' GLEAN SAND WIRING DIAGRAM r BILL OF MATERIALS COLLAR SURROUNDING SYSTEM DETAILS L.P. WHEN EXIST. SAND O, ? ITEM P/N DESCRIPTION QTY. GRAVEL (SP/SW) ..... SUEEOLK COUNTY HEALTH DEFARTMENT AFFROVAL LAYER NOT PRESENT HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE — 180052 TANK, PRE/F'UMP 400 �I PAGE: B ( _ 130002 KIT,SN6 2 TANK GONNEGTINO STANDARD �I r l - SP1.02mOO G 100110 ASSEMBLY, RE-CIRCULATION 245 COMPLETE I _ AN400-P AN400 w/PLATFORM COMPLETE LEAE050-30-L-b0-PLC OP5,E050-30-L-50-PLC STOPPER OR SLATE OR OTHER STOPPER OR DATE: 07/20 22 LEACHING POOLS (2) END PLUG SUTABLE COVER END PLUG INNOVATIVE 8 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS) 1. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 OPD (4 BEDROOMS). 1. LEACHING SYSTEM FOR A 4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 SIDE-WALL AREA W H PROPOSED HYDRO-ACTION AN400 PROVIDES 440 GPD TREATMENT CAPACITY. (2) 5'0 x 6 (EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 500 FT2 SIDE-WALL AREA 2. INSTALL ALL COMPONENTS AS PER MANU. SPECS. (1) 8'(P x 6' (EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPANSION SEWER PIPE j 3. A 10' MIN. DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR/BASEMENT SHALL BE 2. LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). 47ELBC-7ffS 30' ELBOW MAINTAINED,OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). �'� QED A Cy f 4. A 5' MIN. DISTANCE BETWEEN THE 1/A OWTS AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. 4. A 3' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF �C'` M. LEACHINO POOLS SHALL BE MAINTAINED. 4s ELBDW 69 WYE 5. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ALTERNATE "A' ALTERNATE "B" * _�T O 6. AN & MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND I/A OWTS SHALL BE MAINTAINED. I CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC IN ALL VIEWS, ALTERNATE "'A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION y 0374015 Oar PROPOSED SEPTIC SYSTEM DETAIL - �OF IN GLEAN OUT DETAIL L SCALE: NT5 SCALE: NT5 SURVEY OF LOT 37 MAP OF HIGHPOINT AT EAST MARION, SECTION TWO, INC. SITUATE AT EAST MARION NEU TOWN OF SO UTHOLD SUFFOLK CO LINTY, NEW YORK FILED: 0711311984 MAP No. 7755 S.C.T.M. No. 1000-31-03-11.8 �lk-1 LOT AREA = 40,002 S.F. LOT COVERAGE = 2,005 S.F. / 5.090 LOT CLEARING = 12,473 S.F. / 31.2.� E C V 11 ! v � 1 NO SURFACE WATER WITHIN 300 . FEB ; ELEVATIONS PER NAV88 DATUM.Ck B Z 2 2�2" /] d 1,a e.'?�ll'y�,�..,—";r}•."`t APPLICANT: BOB FISHER 1325 LOCUST AVENUE BOHEML4, N.Y. 11716 RFIS641100®YAHOO.COM MSVNG RESIDENCE TKU WATER PROPOSED SANITARY SYSTEM (4 BEDROOMS) I/A OWTS TREATMENT UNIT DESIGNED BY OTHERS PROPOSED ROOF DRAIN CALCULATIONS. 2,005 S.F X 2/12" X 1.0 = 334 C.F. 334 C.F. / 42.3 = 7.9 V.F. PROVIDE (2) 8' DIA. X 4' DP. LEACHING POOLS WELL VACANT NOTE:UNSUITABLE SOIL MUST BE REMOVED AND REPLACED 0 X0e 4s E WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR UT11 5'1p AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST 6°� SIX FEET INTO A STRATA OF TYPICAL LONG ISLAND SAND � SO 1 $c26 age 6 ti 6� AND GRAVEL. g�. DAR (5091010 �CL32.41+ CIE GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES CL31.85+ C27.91 EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. CONCRETE CUgB TC THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE 1 ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, (rj• BC31.14 BC30.78 TC29.2'4 TC31.03 =33p•QO L►-157 �0 ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT R ti PROPOSED g :, OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN y G g0 WELL �' ARE NOT GUARANTEED FND. ti CLEARiN p UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF �1cN MON. 9 ti GE pF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP ro g ED NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL �? b HOLE NOT BE CONSIDERED A TRUE VALID COPY. ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS gp o N FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT �e BE CERTIFIED. WELL ti 0.0' O x t� O 9g 25.8 t� GROUND ELEVATION = 33' 11 cz O •2. co O w N h ifl ow OL DARK BROWN ` o o� 4 N� LOAM v 0.7 LOT 37 ' O � 0.5 O 1.7 V WOODED 00 Cwi V AiAi ti �xgV ~7 cwh ML BROWN SILT 0 3.7 3.0, wowCID ai 0i 8.1 4.5 w PALE BROWN FINE TO COARSE SAND � O tp O� M g CABLE FND. 17' a ►a BOX 6 ai FE. 0.7S 3' POST & RAIL FENCE g0' MON. gg� TEST HOLE + BY MCDONALD GEOSERVICES pa gk. FND. TREE ROW FE. 0.4 S 8' CHAIN LINK FENCE FE. 0.9 S MON. DATE: 0312512022 N 88'&57'40" W 278.79' i \ NO HATER ENCOUNTERED of°i LOT 38 � EXISTING RESIDENCE WELL WATER SECCAFI CD LAND SURVEYING PC of NEW yo 500 Montauk Highway AP P�`ES SFcc 9� Moriches, New York 11955 CO A, 90 Phone: (631) 878-0120 Phone (631) 728-5330 * a O * pseccofico@optonline.net "1 rr Pat C. Seccafico. PLS Pat T. Seccalco. PLS n �� NYS Lic. No. 051040 NYS Lic. No. 049287 104' � �J�' r' copyright — 2023 Seccafico Land Surveying PC 02/14/2023: FOUNDATION LOCATED ' Fp LA ND SJ 0612812022. 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R-22-13e4 The sewage disposal and water supply racim-es at this location have been inspected andlor certified by this Department or other agences and found •* N a e.•.">"^•^ -""" ^"-"��^•^"`"^••^-"^"`..^�"'"`-"''"`'^"v"`-""}'`` - ^' "'•"`"`"""''."' �4 R n to be satisfactory FORA MAXIMUM OF d .BEDROOMS. - CZ) OAK 0 6 U R T C.T1 ��.�/ql,,.. JO�Jnuw--PAI,REXHiF SITE PLAN r Office of Wastewater Managemenl v ° � fwtu 11.n'w• w e .,,._ F— - - - - - - - - - - - - - - - - = - - - - - - - =MAINELEGTRIGAL TELEGTRIGAL SERVICE TO PANEL AT DWELLING Y p FJJIGLEAN ALARM/CONTROL PANEL __ w IIle I I ❑ d "+ I I CN A 16T m MAIN BREAIC73i I _ 104 8 g 105 .c n °1'a wnvti+rarwcleu+•ca+nwiww .�1:5 106 xNro.r rm.ux o'u•rRti-ee enanex awnanlSr DEDICATED,40 AMP I CG . raancae.•n uaoam monem xwr na rwcnwac 91t10LE-RW�E - 161 our,au.�IllrL[ eanerq Wawa M wMw.va reuaW w rw vurwLlnAa CIRCUIT BREAKER S tool J I� nall'Qnm - U lie —1 fu 1 1 •OM'7 Id R41 .N 112 rnu I m 153 113 1. 154 I f' J- ® L`7"Jfx I Q� T--'�-�- ISS- t 1 1 1 I I I I' � I I -N m ll/ c uW', {56 I I I 1 I I 1 F W - 1 1EC1 , 1116 157 i I : �,� I t 999 1 g Wi6vCiMID OKRp1R•lRlf PAO - i_ .a� U C 117 1� j j ettiu ra1.IW1 I -•} Gp�kC1G FEm[R l7AOJR PRWUEDgF 01!(fI$ - �.tUS' - ►� 1 —"� I AND Yu37�s7m to PIA�/Ig10R � � �s` 19 160 I'---------7----��-' 1 YAXIFN:I 1G115 I •,u - ,� _ Y.u,..•. - fa..°;. Q •� r W 7W --------- t---------- 161 1 --------, ee UA 124 �„ 1 Iss (�./ 1,�/pp per} im e o ...a,•;�, _ "'�,°, 1_ .. 0 �6 1 EGmtlIIJ RRE IiL f2F(ISURp!, m n�tT Pursm� �N C 26 1 ' 10 66 tIle mrx1�_ 169 I I _ a • .PSLn - ------ I--- I 1t� {g I,[ I tto�1'Ew urNn 71 (61 Mr.C).II[O INLSIRHPJRxfI]�Ci.DOfmS�t�Wf=�Pifl AEWAICf�I OTT.&F� i - p �ww• 131 P y 172 COWT WAR LRD IN PAH4 ID A SEM EAR1R 2= I 173 -LWED LiAt RSPKSEM FIELD"r1111L A----__---F^4-`-'Y FIELD WIRING srcfloN-jI -"� U LEAN I E L S IAB — G EN5 I WT3 DETAIL 1 ) rnr:mw"'.wa"'ra w.1 F wy wSil sir tt"u a FR01 -.. - L___._..._. 4 FISCHER•LOT37 b °"• r•. a.v t SEPTIC s - �r�al�' eemY1Owa'ae s"nrw'ouZ a `EAST MARION�NY 1039 oaiwa n •"awaxro.va - �.-�a. :.,^.A...,-R:r...s•,c.�a='-^.r".`'" 6991YIIfC4IlIk. �.� %MFUN001ACRAM \ —'� p�t DrsnmoeTalu dUPPIOLK Ce t1NTY NL° N DEPAR T APPROVAL .REFERENCE NO..R� 2-IBb4 - •:�{1.T RARIr SP-102.01 t U. WtLMAH rM.aW 1pMrO./WMJMAt+Ownw�aMl .w�MANiroM!O•wawlQadManwNt9 WLLa.VAW Wont rrttwL wrA N4NA1aYWV.aM1lrrIRYIW dOf.GlMn t�.,KR/N0tPk1A!V+klm. mwYl'amwrna CR(a.{[.NHraar•.aroa xmlla lbtVYld.NM . ralwt+wmaw>amwcawroaxwlrmrmmMueKa IaY9 R1 .._�.. `� --'.--'- - row.w•m..w+nmemawrdroaw�aw*waml j"'"' -. ,,_...._ °:.y.0-- 1 DAK:37/30/24 70F7 . '-. -v-..._v....sw.+•✓a....r,..+e�_s.r.�•,.,.._s.�.L*-...�.✓...-•t•:.....v-i.-sa.�.......�..+,..+..v.+a"n.:s•-�..,w^..,r,..�..«�. pv i•'t•�.`_ .---`°�'y,�'��•-`{ •1� -�_..._ --"- P� 1 f I__. � ru�n�a•r,�eRa..�ro q_ Me .�-4 1._.. FEB 7 ..-,.^: L affirm...-'..� ..,,.n uw_muter n re...�...-a.�i.��a� ♦� ?k 6 � ` E3EPTIG 5Y3TEM DETAIL GLRAN-OUT DETAIL 2025 .�r.YST. oats,m awa.N 9 " J APPROVED AS NOTED COMPLY WITH ALL CODES OF 4- Q NEW YORK STATE & TOWN CODES 1 DATE�._a3 B.P.# U q AS REQUIRED AND CONDITIONS OF FEE: a, O ga 11 BY NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN ZBA 765-1802 8 AM TO 4 PM FOR THE ; FOLLOWING INSPECTIONS: �SOUTHOLD TOWN PLANNING BOARD 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN TRUSTEES 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING N.Y.S.DEC 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL S` MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES-OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICAT9 OF OCCUPANCY DO NOT PROCEED WITH SOLDER USED IN WATER FRAMING UNTIL SURVEY SUPPLY SYSTEM CANNOT OF FOUNDATION LOCATION EXCEED 2110 OF 1"% LEAD. HAS BEEN APPROVED. We separation PLUMBING ELECTRICAL f &WATER LINES NEED wed as per -ALL'PLUMBING WASTE INSPECTION REQUIRED Code TESTING BEFORE COVERING TRUSS PLACARDING REQUIRED Must Provide Manuals D,land 8 as per NYS Energy Code OCCUPANCY OR BlOwWdoor and duftwork USE tS UNL�4WL. U F L 'm"md. WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER AtlN FF P�; ISUANT TO CHAPTER!N OF THE TOWN CODE. TONN OOMMENTS Z ' ' THE I — ZENITH ' ' o v o � II v A GUAL I TY NEVI HOME MODE-L BY IL OOEAN Oft, I NO. Lu z N o Fu OL p d } ua } 0 I I F - z 1�1 m � v (� zLuz i T O �w FINISHED 5EGOND FLOOR _ _ _ _ - - - - - - - - - - - - - (n `Q— � 0 Z FLOOR -uz III Hill 175- ° } 4tu � AREA TABLE o v <-I Q FIRST FLOOR 1,3"13 sf p Q -- SECON GARASEFLOOR 632 sf p Q o MEBE9FM EMEEIM PORCH BASEMENT 11,406 sf 66 sf Z — TOTAL LIVING SPACE 2,502 sf !\ CONDITIONED FLOOR AREA 5,a05 sfEl El El El DODO 1-! 0000 1:111-DEJ I FINISHED FIRST FLOOR - _ - _ INFILTRATION VOLUME 44,145 cf - - - - - El ® � El El ETEI - - - (INCLUDES ATTIC 4 BASEMENT) �,t�> �;r �'�-) !"�t• FINISHED GRADE ❑ INDEX TO DI ANIN05Of I ✓ I I I I I I I I '•.•; t I I i t I I I i I DRAWING No.COVER 4 I I I I I I I I ELEVATIONS ELEVATIONS A-A2 I i I I I I FOUNDATION PLAN A-3 I-` V E R E D 0 C T 1 202Z I I I I I I I I I FIRST FLOOR PLAN A-4 2nd FLOOR PLAN A-5 I I I I I rJ —l� I I I h HALL RA IROOF PLAN A_6 p I II � _ J II I SECTIONS d DETAILSA o m I � - - — — — — — — — — — — - - - - - - - - - - - - - -I 1 - - - - - - - 1 - - - - - - - - - - - - - - - TI—17 - - - -- - - - - - - T T — — — — — — — — — — — — — - - - - - - - - - - - TJI-DETAILS A-a O � OTES _ L- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - _ -L - - - QQ 0 O m � FRONT ELEVATION 3: oo. ". SCALE: 1/4" = 1 ft — N Z p z z olu z uu- N a uj w I I < $ z° tu v OLw v < � 4 0 � OL v0 O v °' _ J� � IL a:IL N � m r tr � O DATE: OCTOBER 2022 COVER 4 ELEVATIONS DRAWING NUMBER , A == z O I N Z I I O � AC O 7— O N O ' Lj OL a✓- V lei to z Q REAR ELEVATION 'TT �Cj -1 W SGALE: I/4" I ft z 4LZ za z OCw ®O CS 0 I } SQQ �O Qp ......e... la � r 0 12 12 O m u- O O IL to 8 a � � � � mw d pN O , z moo IL N w z o < 2 z a aw v -_ -_ o --► � 11-- OL Nm � 0 SIDE ELEVATION SCE E ELF— Y AT I ON DATE: OCTOBER 2022 SGALE: 1/4" = I ft SGALE: 1/4" = I ft REAR 4 51 DE ELEVATIONS DRAWING NUMBER A - 2 m � � A 235# ASPHALT 5HINGLE5;MIN. (4)-FASTENERS PER z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE I- O[No. 15 ASPHALT FELT UNDERLAYMENT[Rg05.1.1] v _ e�- TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 2x8 [UG3B] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED 1"\J I/2"(P x 4" GALV. LAG SCREWS AT I6" O.G. STAGGER BITUMEN ICE SHIELD BARRIER [Rg05.1.2] zED O � 73'-4 `` 24" INSIDE EXTERIOR WALL LINE FOR 2!12 TO < 8:12 SLOPES [R507 2] 56" IN51DE EXTERIOR WALL LINE FOR> &:12 SLOPES 0 1 I 1 V/ 1/2" STRUCTURAL PANEL SHEATHING [R8o3.2] 1 32'-10° 35'- =' 2'-O" 3'-6" IL R-3G CLOSED-CELL SPRAY FOAM (SPF) INSULATION w 16'-2" 4'-6" 5'-6" 14--0" 6'-6" 4'-6" ib-8 DECK LATERAL SOLID WOOD BLOCKING z N CONNECTION cV r- - - - - - - -1 [R501.9.2] EGRESS WINDOW WELL � O P.G. FTG 51MPSON DTT2 O 8" CONCRETE STEM WALL ON INSTALL IAW GEILING JOI5T d - - MANUFAGTURER'5 16" x b" P.G. FOOTING Q 5PEGIFIGATION5 PROVIDE FALL PROTECTION DRIP EDGE [RG05.2.8.5] O BASEMENT ENTRANCE STAIRS ® �-- ----I--�--�--- --f (TYPICAL-2) (TYP-3) &" REINFORCED CONCRETE RETAINING WALL - - - - - - O- (2)-2x8 P,T. GDR O Ix8 WOOD FASCIA #4 REBAR AT 12" ON-CENTER EACH WAY L _ J L , 1/2" GYPSUM WALLBOARD I # _ SOFFIT VENT STANDARD HOOK AND LAP INTO 16" x 8" P.G. I _ _ I _ u `' DEG P' I _ _ I DOUBLE 2x TOP PLATE I VINYL 51DIN6. ATTACH THROUGH RIGID FOOTING. 2" MIN REBAR COVER in F; z r A VE d� I I I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] I INSULATION TO WOOD FRAMING PER MANUFACTURERS INSTRUCTIONS FOR HIGH-WIND ' rn ► I I I X � m l I I I I ' I AREAS AND TO RESIST A MINIMUM 28 sf TYWR ��-� - 1- - - -w - - - - - --J I - J L - , I SUCTION LOAD (EXPOSURE B) OR 40 psf t } - - - - - - - - - - - - - - 1I (EXPOSURE 0). IMEE - I3 " H ND I [R IL"Tal - - - - - - - - '- - - - - - - - - - - - - - -- - - - - -- - - - - - - - - MENT NT DN 13 IS S > RESS WINDOW EGRE55 WINDOW INSTALLED UNDER FOAM I I NSULATIO>PLASTIC aINSTA LPAND TAPE ALL SEAMS PERDL - - - - - - - - - - JEMERGENCY ESGAPE 8 RE5GUE OPENING ( L- - - - - - - - - - - - - - o a " MANUFAGTURER'5 INSTRUCTIONS [R703,2] 136 [R3I0] I 2ER WALL STUDS NS L O.G.IR-15 UNPAGED FIBERGLASS GATT INSULATION I I R-5 I-INGH THICK EXTRUDED POLY5TYRENE (XP5) O I/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO 4' P.G. SLAB I GAP-HEAD NAILS WITH A MINIMUM /4 i- - - - - - - - - - - - - - - - - - -� BASEMENT - 31i PENETRATION;SPACED 12" O.G. PERIMETER AND 2x8 PLATFORM o I I R-13 2" CLOSED-CELL SPF INSULATION 160 O.G. FIELD. (ALSO AT RIM i 5T IN SECOND GAS HATER A. O. SMITH TAR I I FLOOR PLATFORM I- NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING &PVT 50 200 HW I Q -� CAPACITY = 50 gal I z NOTE: - 3/4" STRUGTURAL PANEL 5UBFLOOR - 2x SOLE PLATE I HOLDDOWNS ARE N AFGO ZIP MODEL 4X I I t I 2x BAND JOIST O NOT REQUIRED FOR x 4"m 5TL COLUMN ON THIS PRO.-IEGT. N 4'-O"x4'-O"xl4" DEEP P.G. FTG. I - 2x6 PRESERVATIVE TREATED SILL [UO2] w/#5 REBAR AT 8" ON-CENTER EACH WAY r tY (TYPICAL-4) N FLOOR JOISTS 3 �� COPPER TERMITE SHIELD --•- - 2x8 [UG33] P.T. LEDGER / n OVER SILL SEAL �+ 1/2"N x 4" GALV. LAG 5GREW5 I ®l I -J 1 (3)-1.15xi1.575 LVL GDR AT I6 O.G. STAGGERED I I ` EXTEND 51MINO TO WITHIN 12 OF FINAL I I I I _ _�- - (ENGINEERED DESIGN) _ _ _ - - - - - [R507.21 2x6'-FJ� p = WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS DOUBLE FRAME r r r r - I . IAT I6'�.c�- `t MINIMUM Y�" dla. ANCHOR BOLTS SPACED NOT AT STAIRS I I I I I I I I I m - -- �- - I -- -- - I ----� I I-- .�-- I I .c:-;�-, I I I � GREATER THAN 6 FEET ON-CENTER EMBEDDED li � ' NOT LE55 THAN 1" INTO CONCRETE OR GROUTED FINISH GRADE UNEXGAVATED I T -- '`'-- -- -- , -- - -- -- -- GELL5 OF CONCRETE MASONRY UNITS. THE Z N I i I I I I I I I I - BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ 3 O'BEAM POCKET OF THE WIDTH OF THE PLATE. A NUT AND I I I I (-n,P-2) p, I n n n WASHER SHALL BE TIGHTENED ON EACH ANCHOR �-Y 81_ 11 - - J II'-Lill ) 10'-411 L _J 8'-IO' L � 8'-A11 I L O '? (J I BOLT. THERE SHALL BE NOT FEWER THAN TWO BOLTS PER PLATE SECTION WITH ONE BOLT N w 1 u Wm WZ i I LOCATED NOT MORE THAN 12 INGHES OR LESS v iv THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH U_^ Z W z in O END OF THE PLATE SECTION, WALLS a4 INCHES 0 U)O }- z <,t � Z QC tv 0.o w w - - J U_ O _j W I I 3'-8" dJ TOTAL LENGTH OR SHORTER SHALL HAS NOT O � N Q n-z z W o I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE 'a' --t`"� '• ( R� Q iv 4 F O z - - - CENTER THIRD OF THE PLATE SECTION AND J � o J11�[ 11 II '' O I k- SHALL BE ATTACHED TO ADJAGENT WALL p w z ll� z J-4� W Z >r 0. z d I I PANELS AT CORNERS AS SHOWN IN ITEM 9 OF Q V, ry U�I +,U Q w W -� z 0 _ TABLE R602.3(1). tp -0- � -J a- f� ® O 10" POURED CONCRETE FOUNDATION STEM WALL U I I ��UUU Q a v !u Q (� Q_j UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING N w- I I I O 3 w a > +�- - m a MINIMUM 3'-0" BELOW GRADE x Q 3 I I I I R-II BASEMENT WALL BLANKET INSULATION O z w K 0= O w� O O � Q I N VNI w < tu „ tYQ V1 (VO QQ - _ - - - - - - - - - - - - - I I I P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL w_ t LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS Q m_ d� 'T 0 z Q Q I I I I O I CL HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR a 4 WITHIN 12 INCHES OF THE TOP OF WALL STORY AND r 0 0 DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I L - - - - _ _ - - - I i- - - - - - - - - - -I I I - J :D ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL U_N AT DOOR OPENINGS AT DOOR OPENINGS L- - - - - - - - - - - - - - - - - - - - - - - - - - - - � I r;, I I ( I I r - - ;n STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(U] QO EXPAN510N JOINT - j L - - - - - - - - - - - I � L - - - -- -- - -- - - -- - - - - - -� Q x �, DECK o - - - - - - - _ _ - - - - - - - iq ! O O I N Q SOVE I I 4" P.G. FLOORSLAB - - - - - - - - - - - - -ry I - - - - -- -- - - - - - - - - - - - - - - _x8 [UG35] P.T. LEDGER POURED CONCRETE FOOTING +'Ab )- x8 P.T. G R� -_ I 'm x 4 GALV.LAG 5CREW5 AT I6 O.G. ON UNDISTURBED 501L [R403.1] ,.�. •,,..",,v..}�_ 5 GGERED[R501.G] 6 MIL POLYETHYLENE FILMR, - - - - - - - - - CONTINUOUS UNDER �T'EMNALL ,' to:�.. ,°' . P.G. FTC, 211 TYF I GAL MALL SECTION 24'-8" 7'-2" 12'-411 I 1 1-71_1011 'rro.. SCALE: NT5 F '''" s{,,,,.',""� 811 811 ry 4"x4" [UC4B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON 12N P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. =OOTING WITH (2)-#4 RE13AR EACH WAY, REBAR 4" ABOVE BOTTOM Q MAXIMUM SUPPORTED LOA7 AT 1' DESIGN DEPTH = Ibk IN PRESUMPTIVE 2k BEARING 501L (TYP-(b) O m (ENGINEERED DESIGN dJ ' A Q A-7 O IL O r Oz m m FOUNDATION PLAN, 50ALE: 1/4" = 1 ft m V •' Z r _ 4� � ` Z IL L OO Q Ow P W STRUCTURAL DES ION NOTE N LU 1 p- < $ Z I u[ tu tu In accordance with the 2020 RGNYS structural � Q� Z uctural WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and 0. 1 0 _j No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and � 'Q Q Q WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: 0?z A UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and O B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE _ C UNITED WINDOW 3900 TWIN 3050V^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sfJ 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained in the prescriptive design x D UP41TED WINDOW 3900 TRIPLE 3050VG^ 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sfj 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS IL - E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1rn F NOT IN PROJECT F were designed in accordance with G UNITED WINDOW 39004040V PIC NIA 0 Sf 12.84 sf 0 Sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE AN51/AWG ND5-2018 with 2018 supplement. H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31,1 psf[50 sf] 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as Halls and fenestration that: J UNITED WINDOW 450C PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf) 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE 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 -22.0/-29.7 psf[20 sfl CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: OCTOBER 2022 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8't 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sq CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, And :1 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 $ 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 RGNYS TYPICAL WALL SECTION O CUSTOM 2'-8"x 4'-4"INSU_ATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH V 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 sfj CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE:DOOR were designed in accordance with A50E 7-16 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[_sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 where such elements occur in the plans, they are annotated "ENGINEERED DE516N." A _ NOTES INDEXED TO THE 35'-0" 2'-a" 3'-b" 0 2020 ENERGY GONSERVATION GONSTRUGTION CODE OF NEW YORK STATE V RI01.5 COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 EC4fCNY5. Both RE5check N.S. MAJESTIC QUARTZ 32 DIRECT _ Department of Energy) and REM/Rate (Noresco) computer A-� VENT 6A5 FIREPLACE. !` software was utllitze to demonstrate compliance. Ail INSULATE d AIR-SEAL ALL 1 _ mandatory provisions of the 2020 EGCGNYS - Residential r'� WALLS,CEILING AND FLOOR OF Provisions are in force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS � THE CHASE. INSIDE WALL a - r/ R105.22 WRITTEN STATEMENT: To the best of my knowledge, FUTURE SOLAR ELECTRIC INSTALLATION [TI03.9] SURFACES SHALL BE r1 -- � SHEETROGKED AND TAPED. � ! belief and professional Judgement,these plans comply with the 14'-O" l U WALL SHIELD AND CEILING X_ _____GLO5ED-CELL 5PF ( FIRE5TOP5 SHALL BE CAULKED IA ' Energy Code. Furthermore, as a RESNET certified rater(ID. WITH CAULK HAVING A 300 F No. 261439••t), I certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] DECK Energy Rating stem (HERS) program. A signed certification INSTALL 2"0 VERTICAL SCHEDULE &0 PVC CONDUIT MINIMUM CONTINUOUS EXPOSURE 1 i g 5/4x6 DEGKIN6 Q RATING. COAXIAL VENT HAS v1 i ----------- -- of compliance with the HERS program (HERO) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS Z of the constructed building to demonstrate compllane. OR GAPS AT EACH TERMINUS [E3802.3.2]. O OUTSIDE COMBUSTION AIR INTAKE. N GYPSUM BOARD B W f R301.1 CLIMATE ZONE= 4A Suffolk,NY 3030 CONTINUOUS BEAD OF 36" GUARD [R312.Q O ----- ------------------------- -- - - ------- SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 C_______ ____ -------------------------- Simulated Performance Alternative,and the provisions of I I I I I 6°61O SLD b°b1O SLDR I (2)-3050 v ilL GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." _ ---i----I i----i i _j (2)-2xl2 HDR (2)-2xl2 HDR (2)-2xl2 HDR _ I DW t 1 I I I # ' Mandatory requirements: � BASEMENT ENTRANCE � ��________________ u III �I I I ------------------ R4013 CERTIFICATE: Builder to post er Code. DOWN -> I I �I O II r WALL LINE ABOVE ' UC CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 PL TE Ht. " A. F LA E H . 9'-I" A5F I l O SEALANT AGH HERS rater. See Table R402.4.1.1 in plans. I I I z W I I I R402.42FIREPLACES: Factory built with UL 12-1 oors. ` I I i d <I I I O -- -- ----------------:i � W W L----J I; CONTINUOUS MINIMAL R402.43 FENESTRATION: See window/door schedule - �- J KITCHEN v 1aa fQ l ga EXPANDIN6 FOAM AT WINDOW R402.4.4 F UEL-BURNING APPLIANCES: All room heating and 1} J I tL I UNIT PERIMETER hot water heating appliances to be direct vent with both 25'-2 1/2" I/2" ® � O o intake and exhaust pipes installed continuous to the I Q W outside. iv 3 /2" m O Q I I N WINDOW UNIT R402.45 RECESSED LIGHTING= IC-rated and labeled as ' R -- I I I Q ►- I 10 - s having on air leakage rate of not greater than 2.0 cfm u 'J iv j O i I 1 Q per Code. O o I I O I I -7 � l� R4025 MAX. U-FACTOR 4 5H6G: See window schedule. GARAGE w _I I .t I i I- i (:n o FAMILY ROOM NI �i R403.1 CONTROLS: See plans for thermostat Information. o 5" P.G. SLAB �J m I I 4'-3" t= ' I _ R403.32 DUCT 5EALING: All duct joints shall be o PITCHED TO DOOR Q "I I _ i__J I I W ui q y mechanically fastened and sealed with duct mastic m � I m CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. - EXPANDIN6 FOAM AT WINDOW R40533 DUCT TE5TIN6= A duct air-leakage test Is not I- O I'-3 1/2" I i I I ti in Ij UNIT PERIMETER required under exceptions I and 2. 4 �___ __ ' I F I I � � NOTE: CT'-O" CEILING HEIGHT 20 cfm CONT. TO ERV R403.35 BUILDING CAVITIES: Framing cavities shall not be THROUGHOUT FIRST STORY I [MI505.4] used as ducts or plenums. I � f R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate x N I c0 mechanical system piping carrying hot water to an � x 25 cfm CONT. Ix R-value of not less than R-3.R4O35.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION iv WALL LINE ABOVE--I o TO ERV x - , I r• 2e'7 2e7o � I r 1 SMOKE 4 G.O. �9 m SYSTEM: Not In project. SELF-GLO5ING 20-min - [MI505.4] 1- -i" x 7" PSL COLUMN 1 DETECTOR(7YP) 24 Io I; CONTINUOUS BEAD OF O HEAT OETEGTOR O , SEALANT R403.6 MECHANICAL NTIL.ATION: ERV continuous m F.R. DOOR[R302.5.1] (2)-1.75 x 11.875 LVL 0 I N I, ventilation system specified In the plans exceeds the FLUSH HDR m PDR I !. " • minimum efficacy of 12 cfm/watt. - = ( C17 (D (2)-2x10 m O m R4033 HVAG EQUIPMENT: 51zed in accordance with ACCA �t i _ L- _ _ (4)-1.75 x 11.875 LVL FLUSH HDR _ (2)-1.75 x 11.875 LVL FLUSH HDR +�,� HDR - -- -- - j Manual J and Manual S. in N (3)-1.75 x Ib LVL DROP_HDR (ENGINEERED DES16N) -- ----------------- - -- ; _ _ (ENGINEERED DE516N) BEARING WALL 2�° 6YP5UM BOARD R403.6 MULTIPLE DWELLING SYSTEMS: Not applicable - -- -- -- - - - -- - - IU I R403A SNOW MELT: Not In project. (ENGINEERED DE516N) �; 1 2' 3" Q I 247° R403.10 POOLS AN SPAS: Not m project. �T it 2x10 STUD WALL AT 24" O.C. I Pro I TEGHNOLO61E5 I ; " I CONTINUOUS BEAD OF R403.11 PORTABLE 5PA5= Not in project. INTERIOR GARAGE HALLS: 11 o HVAG R.A.G. CHASE I1 MODEL T705 I I La....J ADHESIVE R404 LIGHTING: Builder to install high-efflclency lamps In at R-15 BATT INSULATION .� 1 -r11 PROGRAMMABLE 20 cfm CONT. TO ERV --- �I least 010% of permanently installed fixtures. y2" GYPSUM BOARD = ( `� � 1 C)_ u II THERMOSTAT [MI505.4] !' CONTINUOUS BEAD OF - 1z o > i BATH o SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was 6ARA6E CEILING: ' - -� I iv 0 used to show co lance with the Ever Code. REM/Rate I= 2'- 3/4" - - I; Energy Yz" 6YP5UM BOARD N `fl in I1 FOYER cV . __-_-___--" ,,___ software was used to model the building performace - see [TABLE R302.6] I II OPEN TO ABOVE _1 1- � 1 ------ - ---- -- 2020 IEGG Energy Cost Compliance report provided with p 1 m = Q BEDROOM 4 ti O �J �- 2" CLOSED-CELL SPF Permit Application. REScheck was used to model the building �___....___-_____ � �_ � 247° _ � x 1 = -� W E ' ` v -0 ------- ------------------- IL �-' performance based on national standards -see REGcheck O I I I I 41 DINING ROOM O -I >5HtR' compliance Certificate and Inspection Checklist provided with o 1 4 41 31I/2" p pOL Permit Application. �' I 1 I (2)-1.-15 x 11.5-15 LVL FJ I q 12'-5" , II 10-3 I/2" - p j ll�m t I I I 4 _ -� 1 I 1 I i I ! 1 1 1 UNDER SECOND STORY WALL 111 PANTRY j O �_ ~ 3 I/2" 3 I/2" (� W Ll-1 '1 l CONTINUOUS BEAD OF I N I I I ill r 12'--1 1/2" tJ Z llj Z ,ft.'!i !k SEALANT iV I i I I 7_4 - --- -- ---------i o e a I= � � �� qZW N I O I I :: O I N -----J 3 6 /(2)-I 5L GYPSUM BOARD I I 23-11 I ------ T- O Z I 1'n QL J-!_! Z Z m I I I I PORCH __ -_- -__ WALL LINE ABOVE U-J ------ 2¢1° d 0- r W -Q---- - - (3)-3050 5/4x6 DEGKIN5 (3)-3050 i IL � !Y W ® O j, (2) 135 x 11.8T5 LVL HDR (2) - L75 x ll.875 LVL HDR _ (2)-I.-i5 x II.S"i5 LVL HDR (2)-135 x 11.5-15 LVL HDR I �1� Q CONTINUOUS BEAD OF (ENGINEERED DE516N) (ENGINEERED DESIGN) dJ / pC O } Q ---- -- - - -- - 4x4 P.T. POST !L SEALANT D (TYP-2) D V X< tI CONTINUOUS MINIMAL PLATE Ht. 5'-5" A5F PLATE Ht. G'-I" ASF O O ++- v ' I EXPANDING FOAM AT WINDOW UNIT PERIMETER HOOD STEPS I. WINDOW UNIT (OR ✓1' I WEATHER PROOF DOOR) �-J (2)- ET 1• ER la iJ II p•••As tp •J., ,j 24'-6" 7'-4" 13'-O" 10'-0" 18'-6° q. •MfHt.••�Rp CONTINUOUS MINIMAL .��f 04` 0 1 EXPANDING FOAM AT WINDOW i UNIT PERIMETER R I L7 GE ll I I NO 1�(OTE5 Ak ,c TABLE R402.4.1.1 .2020 -- AIR BARRIER AND INSULATION OTE: WINDOW 15 NOT CENTERED IN THE ROOM, I INSTALLATION MAINTAIN A ROUGH FRAMING DIMEN51ON OF EXACTLY CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION 27 INCHES FOR THESE TWO WALL SEGMENTSL SEALANT CRITERIA A continuous air barrier shall be Installed in the A ,; 0 +�•" building envelope. Air-permeable insulation shall not be used as A-7 C ,t ^ General requirements The exterior thermal envelope contains a a sealing material. DE I Y EKED OL� 6YP5UM BOARD continuous air barrier. CONTINUOUS BEAD OF Breaks or joints In the alrbarrler shall be sealed. ` ADHESIVE The airbarrier in any dropped ceilin gaps Its a air FIRST FLOOR PLAN aligned with the insulation and any gaps in the air CONTINUOUS BEAD OF barrier shall be sealed. The Insulation in any dropped ceiling/soffit Q Ceiling/attic shall be aligned with the air barrier. SCALE: 1/4" = 1 ft -a SEALANT Access openings,drop down stairs or knee wall lh doors to unconditioned attics aces shall be sealed. d� Cavities within corners and headers of frame Q walls shall be Insulated b completely filling �i 2" CLO5ED-CELL 5PF Tealed. tion of the foundation and sill plate shall be Y p Y g - 1',:�' �" the cavity with a m aterl al having a thermal - N � sealed. resistance of R-3 per inch minimum. O IL r Walls Thejunctlon of the top plate and the top of exterior 1 0 1 7 walls shall be sealed. Exteriorthermai envelope insulation for Q lh - ----- - -- ---------- framed walls shall be installed In substantial rJ Z Knee walls shall be sealed. contact and continuous alignmentwith the air r(j barrier. Q Windows,skylights and doors The space between window/doorjambs and 0 framing,andskylights and framingshall be sealed. -�; CONTINUOUS SILL SEALER - Rim joists Rim oists shall include the air barner. Rim joists shall be insulated. FULL WIDTH OF SILL Floor fram ing cavity insulation shall be W Z installed to maintain permanent contact with lu Z the underside of subfloor decking. O Z 1L FOUNDATION WALL Alternatively,floor fram ing cavity insulation Floors including cantilevered floors The airbarrier shall be installed at any exposed shall be In contact with the top side of JU 0 1Q and floors above garages. edge of Insulation. a \, sheathing or continuous Insulation installed N - Z `,%/ r CONCRETE SLAB g: v < < z > / extending fromthe bottomto the top of all 15 0- Z 1 perimeter floor framing members. � F- STRUCTURAL DESIGN NOTE Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be In accordance with the 2020 RGNYS; structural W p' V overlapping oints taped ermanentl attached to the walls. elements such as engineered wood, steel and X Duct shafts,utility penetrations,and flue shafts steel/WOOd composite columns, beams, headers and Q Q Shafts,penetrations opening to exterior or unconditioned space shall be OL sealed. girders that: H Z Batts to be installed in narrow cavities shall J;, ,.T/., ..��,`..i/, \%�`•,% /�+,' /�` be cut to fit or narrow cavities shall be filled V O N arrow cavities 1) resist gravity loads, and OL H with insulation that on installation readily conforms to the available cavityspace. Airseaitng shall be provided between the garage 2) are not contained in the prescriptive design _ Garage separation and conditioned spaces. NOTE: IT 15 THE INTENT TO PROVIDE FORA Recessed light fixtures Installed in the building Recessed light fixtures installed In the provisions of the 2020 RGNYS CONTINUOUS AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building therm al envelope shall be airtight fn surface. and IC rated. were designed in accordance with THERMAL ENVELOPE. THIS DETAIL 5HOW5 In exterior walls,batt insulation shall be cut ANSI/AWG NDS-2015 With 2015 supplement. ement. � TYPICAL METHODS OF AIR-SEALING USING pP J VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring insulation that on Installation,readily Structural elements such as Halls and femestration CONFIGURATIONS NOT 5HOWN, SUCH AS conforms to available space,shall extend CANTILEVERS AND 5TAIRWELL5,SHALL BE behind piping and wiring. that: SEALED IN A SIMILAR MANNER TO PROVIDE FOR The airbarrier installed at exterior walls adjacent Exterior walls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Showerltub on exteriorwall showers and tubs shall separate the wall from the shall be Insulated. DATE: OGTOBER 2022 THERMAL ENVELOPE IN ALL LOCATIONS. showerortub. I) resist Wind IOads, and The air barrier shall be installed behind electrical Electrical/phone box on exterior wails and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design p P 9 FIRST FLOOR bcxes shall be installed. provisions of the 2020 RGNYS, PLAN 7 SEAL �I/�' G HVAC supply and return register boots that I ✓ /l L I I `IV � � I�.J HVAC register boots penetrate building thermal envelope shall be sealed f-� tothe subfloor,wall covering orceiling penetrated were designed in accordance with ASGE '7-I6 wind by the boot. SCALE: 3/4" = i ft Where required to be seated,concealed fire provisions an acceptable engineering (practice. DRAWING NUMBER sprinklers shall only be sealed in a mannerthat is Concealed sprinklers recommended by the manufacturer. Caulking or Where such elements OGGUr In the plans, they are other adhesive sealants shall not be used to fill voids between fires sprinkler fates and walls annotated "ENGINEERED DESIGN(." = p p or ceilings A F O I=- v N 47'-10" 0 v 1'-10 I/2" 1/2" IL 3'-1 5/4" 14'-2 1/4" W z r------------ Z � y O i I I I I — I I I I I I I O HAZARD GLAZ ING [R30a.4) I 1 O (2)-3°5° r-- ------ ------ —'I--- ----- — --------- i WALL LINE BELOW ,I I G i 2x8 GJ AT 16" o.c. 4040 PIG �p I 4040 PIG I - r----------------------------------------------- (2)-I.75 x 11.875 LVL FL HDR _ --i ------------ -- - (ENGINEERED DESIGN) I DOUBLE WALL STUDS 5'-I" 5'-O" I _ BEDROOM 5 2'-5 1/2" w 1 m 2x8 PLATFORM W.I.G. - &'-0" G Ht Ft� oO N Q 20 cfm GONT. cV m BATH i n Q TO ERV � I I i - r - t — I Q I [MI505.41 IE I I cv § I WHIiF [�D OLE-HOUSE MECHANICAL VENTILATION [R403.61 "I I" 2to V I t- M BATH 3'-10" j LENNOX HEALTHY CLIMATE ERV5-175-TPO ENERGY RECOVERY VENTILATOR 4'-0" -I I- 20 cfm CONT. 4�-2 1/2" `� I 8'-O" G Ht INSTALL ERV UNIT IN CONDITIONED ATTIC. TO ERVx Pro I TECHNOLOGIES I DUGT5 SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. I Q I I ^ I [MI 05.41 cv cv MODEL T705 I p I z I i PROGRAMMABLE 1 m II I2 p I m m THERM05TAT I ---------7 -------- I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL A I m I I SHOWER I _--_------j INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. z= =______= 24-70 2e70 26-10 I I _ 36"GUARD[R312.11 _ _ _ I I _ STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: 6" dlo. DUCTS cs IN 2a-io ( / _ N �� ' i i CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL G5P07 IL — — — — R A.G. RETURN `fl m SMOKE a G.O. HALL 2�1° 2s7° , it I HVAG EQUIPMENT IN ATTIC � ' I / I m DETECTOR(TYP) o i FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dia. DUCT 6A5 OR PROPANE FURNACE: LENNOX ELI'I&UHO70XE36B SLOPED x CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 20154"1570 GEILING (2)-2x10 /_ �— — "- (2)-2x10 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. HEATING GAP: 64,000 Btuh;AFUE = qb.I Q HD_R HDR (2)-1,75x11.875 LVL FLUSH HDR __ (3)-I.75xIIb75 LV_L_FLUSH __ - I N STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 ___ ---79N _ ="��_c ALL DUCTS INSULATED TO R-4.2 r(� I „ 2�° BEARING WALL 2�° GINEERED DESIGN) (ENGINEERED DESIGN) 4 i- v ------- INDOOR COIL: LENNOX GH35-30B+TDR I RIGID IN5UL I-Q, SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [M1505.4.41: OUTDOOR UNIT: LENNOX ML14XG1-036-230G;AHRI 203374690 ON ATTIC / v j m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM _ 12 x 12' AIR36 GUARD [R312.11 I COOLING GAP: 34,&00 Btuh;SEER = 15.10 ACGE55 DOOR TRANSFER GRILL S x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. INSTALL IAW MANUFACTURER'S SPECIFICATIONS O0 2544 O ry LAUNDRY IN GEILING � QO I M W Q 2x10 STUD WALL AT 24" O.G. MASTER BEDROOM 6 V Z W, W z DRYER EXHAUST 10' Ht TRAY CEILING _ HVAG R.A.G. CHASE t- - w I G Z I u O �p I )- [MI5021 DRYE WASHER in I — Q Z lu � OPEN TO BELOW � I � — J lT' O J W 4 j N BEDROOM 2 `� 3 I/2" 3 I/2" c) I Z Q Z b'-0 1/2" 10 Ht TRAY CEILING O n 10'-O" N 2°3° p } J 0 ® Q ---------- c0 iv N DOUBLE WALL STUDS O (v O 1} 0 N N j 51042 EYEBROW PIG cV ++- r(1 "Z Q Q 3 1/2" 2670 12'-5" O 12-5" N i 4 (2)-1.75 x 11.&75 LV_L HDR O (2)-3050 - WALL LINE BELOW r (ENGINEERED DE510N) w N m L--------------------------------------------------------------- -J ------------ (2I-3°5° m OG -WALL LINE BELOW I I ----------------------------- O I I I I ptafo. y••r I — ------------------------ --------------- ,``.`"� •,)tit �j � 6'-6" 6'-6" 6'-6" 6'-6" 2'-b" 3'-O" ••�,s:, �jl;��•3>� � ��i-. 6-4" 13'-0" 10'-0" 13'-O" 5:-61: 47'-10" DC_1VER OC i 1 0 2022 SF_GONr�) FLOOR PLAN Q A SCALE: 1/4" = 1 ft O m � z m O � Oz m m tu _ Otu O , z U� IL SOLAR-READY JU 00 Q p v CERTIFICATE N w< Q z O This home has STRUCTURAL DESIGN NOTE F p- m Z Incorporated features at uj Z the time of initial In accordance with the 2020 ROWS; structural JU Q 4 E- W construction to enable the elements such as engineered wood, steel and X 11- v < installation of solar steel/wood composite columns, beams, headers and < Q electric. girders that: V O O The solar-ready roof o 0 1) resist gravity loads, and Y = zone is shown on this construction plan excerpt 2) are not contained in the prescriptive design GO UI and Is free of IT provisions of the 2020 RGNYS obstructions that wouldrr ]m limit placement of solar were designed in accordance wiith �- panels. AN51/AWG NDS-2018 with 2015 supplement. Plastic conduit for future Structural elements such as walls and fenestration p electric wiring has been that: l� o installed through walls at DATE: OCTOBER 2022 the locations shown to 1) resist wind loads, and facilitate the Installation of wirin between the g 2) are not contained In the prescriptive design 2nd FLOOR electric service panel and SOLAR-READY roof-mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN ROOF ZONES panels. ROOF ZONES were designed In accordance with A50E 7-I6 wind provisions and acceptable engineering ipractice. DRAWING NUMBER where such elements occur in the plans, t annotated "ENGINEERED DEVONI." A hey are = CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] E3WL A BWL B BWL G BWL D z I BWL I -----!----------------- I --------- I - ...-._- ^�;-r - - ' ALL LINE BELOW o W ROOF BELOW i I i 121-211 2' W I f2x0 RR AT .c. 2x0 RR A T racrv.� q ROOF BELOW E LL Z E - , M l ROOF LINE w LL I: <. L_. a , -,_�_.,. . l � � �^ i i � I �� ' I• ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.81 �: _ -• . ,-,. . _. ,� { I _ INSTALL 2"cD VERTICAL SCHEDULE &0 PVC, -- - i x6 RR O I �- - - --. ,� _» .. . �-� , .,: ,•.b,., mw_,_•W.,,.,,,,..�...,,,_,-....... ........... , .a, 4-- r,;: ,,. _.--J �.P ..,,,�....�.n. � CONDUIT THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS OR GAPS AT EACH TERMINUS - _ --____.--- -- - J r� 1'I I' �( A 16" oz. iL- _ [E3802.3.21. : .,».. . ....., _ - AGGE55 ROOF - s. - ---- -- i -° � t. � � Ij jj ;; � I o cv METAL FLASHING AT WALL /ROOF ; a V k i INTERSECTION [RG03.2 ( pr 1 Ilk y D AREA SHALL BE 1/150 OF THE ATTIC AREA. CONTINUOUS RI GE AND SOFFIT VENTS IN ROOF OVER GARAGE. cl n TOTAL [R&O6.21 A \ cV MINIMUM 53 I R �5 4 O l L-1 MINIMUM NET - LVL 5TRUGTU L RIDGE ., x .`. I x I RA POST RIDGE DOWN TO BEARING WALL AT 12'-0" ON-GENTER OR LESS -t i 2x12 RIDGE - i i - , 2x12 RIDGE AGGE55 ROOF BWL 2 --- - ----------- --------- - ------ / I EXTEND RIDGE TO I , ROOF BELOW � I A HALL AT 3'_6" 3k_bk ALLVAULTED ° CEILINGS O � SOLAR-READY ZONE [TI03.31 I.%'.r! ! I/•' I.': - r ° PROVIDES 36" WIDE AGGESS PATHWAYS ~ FROM EAVE TO RIDGE WHERE SHOWN r X tYa ,.... [R324.61. THE SOLAR-READY ZONE SHALL � - -- - - � fY . .. µ.. Q REMAIN CLEAR OF OBSTRUCTIONStY SUCH AS � � ii� ,� O � , v VENTS, ETC. [TI03.41 !�, 'U X (Y (TYPICAL-2) g �Qyv �St�` 1!) d _ ! k SEGONU STORY` E3V4L FLAN - 1 - �\ X 2XIO RR AT 16" oz. 2x10 RR AT I6" O.C. • SCALE: 3/16" = 1 ft `"p;'... ° 71 WALL LINE 2AO RR AT 16" oz. 2x10 RR AT 16" o.c. """'" '""' _ ,, ``• •., .- ,. PORCH ROOF BELOW Q �c4 .-_.,,...-. I WALL LINE LU ROOF LINE cv I( z m LU z Z Z d � zii TABLE R802.5.2 RAFTER/CEILING JOIST HEEL �m - - A V- Q z w a,b,c,d, e,g O t- O z JOINT CONNECTIONS �1 j GROUND SNOW LOAD (psi 0. �• LLI ®p FLAN ROOF FLAN RAFTER RAFTER 20r 30 � O ? �> �Q y SLOPE SPACING Roof span(feet) N O < BWL E BWL F BWL G BWL H SCALE: I/4" = I ft (inches) 12 20 28 36 12 20 28 36 d p Ll ' � �-8 � 38-6 ' Required number of 16d common � 24-2 1 nails per heel joint splices : a,b c,d,e .. X 11 3:12 16 5 8 0 130 5 8 8 14 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 4'-10° 3-'-O;"-fi I-4'-41 I 12 3 5 6 8 3 5 6 8 ' Wind Adjustment Factors-Table R602.10.3(2) (p.187) 4:12 16 4 6 8 10 4 6 8 11 �.��.,,P,•,.,;,,r.,;- Upper Story 24 5 8 12 15 5 9 12 16 :�11 r 0- ' , I - - I - --- `� I ------ 12 3 4 5 6 3 4 5 7 <:? _-_ --� ' ---- ----- - --- - - Lumbered Lettered -- BWL 3 --- ---------------- - i I -� i - - -- - - }- 32'-10°i 5:12 16 3 5 6 8 3 5 7 9! Wall Lines Wall Lines Comment A^a:ti; M � c. F --= I 1 i I I I I I I Exposure Category 1.00 1.00 Exposure B; 2-Sty 24 4 7 9 12 4 7 10 13 ��' ,, n Roof Eare-to-Ride Height 12 3 4 4 - �' V g H ig�t 1.00 1.00 10-0" 5 3 3 5 6w; -�.. Story Height 0.95 0.95 9'-01, 7:12 16 3 4 5 6 3 4 cn I I r I I- Number of Braced Wail Lines 1.00 24 r r" 1.45 2; 4 3 5 7 9 3 5 7 9 "�.Y,t{�, t"°'' Additional 800 lb Hold Down 1.00 1.00 NIA 12 3 3 4 4 3 3 3 4 >^ ! , Gypsum Board Fastening 1.00 1.00 N/A 9:12 16 3 4 4 5 3 3 4 5 • I Wind Factor Total 0.950 1.378 24 3 4 6 7 3 4 6 7 I. I i 12 3 3 3 3 3 3 3 3 I:• 12:12 16 3 3 4 4 3 3 3 4 0 Braced Wall 130 mph Total Bracing 24 3 4 4 5 3 3 4 6 m �. Braced Wall Bracing Wind Factor dJ Line Spacing Required Required Length Status O Line Method Total (ft) Bracing (ft) Bracing Provided (ft) For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound perj r�- N square foot=0.0479 kPa. Q O WSP 27 0$ 6 42 0 950 6 10 17 67 OK 2 CS WSP a. 40d box nails shall be permitted to be substituted for 16d - 27.0$ 5.42 0.950 5.15 20.33 OK common nails. Q � A GB 19.08 8.13 1.378 11.20 18.67 OK m b. Nailing requirements shall be permitted to be reduced 25 O O GB 14.71 6.38 1.378 8.79 24.17 OK percent if nails are clinched. ~ C GB 12.96 5.68 1.378 7.82 26.08 OK c. Heel joint connections are not required where the ridge is O _ D CS-WSP 15.58 3.34 1.378 4.60 23.00 OK supported by a load-bearing wall,header or ridge:beam,_ m U Z s d. Where intermediate support of the rafter is provided by - N p z f7 - vertical struts or urlins to a load-bearing wall the O u- � tabulated heel joint connection requirements shall be 0o A P g n...�,,, ,•, ,. +� ? Wind Adjustment Factors-Table R602.10.3 2 187 pC v w 1 ( } (p• ) permitted to be reduced proportionally to the reduction in N Z z - Lower Story span. < n Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist Wall Lines Wall Lines Wall Lines Comment to ceiling joist lap splices. LU 4 4 LU Z f. Applies to roof live load of 2 psf or less. �- p- ►u z --m I i i - -- ---------------------- ------------- "f - - - Exposure pp o BWL 4 --_---------------- _-----'-- =- -- - f--t-- Exposure Category 1.00 1.00 1.00 Expos e B --' -- Tabulated heel joint connection requirements assume -� k k, Roof Eave-to-Rid a Height 1.00 1.00 1.00 10'-0', g' Q d r y_, g that ceiling joists or rafter ties are located at the bottom - I - Story Height 1.00 1.00 1.00 10'-0' of the attic space. Where ceiling joists or rafter ties are o z Number of Braced Wail Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection v Q 0 Additional 800 lb Hold Down 1.00 1.00 1.00 NIA requirements shall be increased by the following factors: J Gypsum Board Fastening 1.00 1.00 1.00 N/A Wind Factor Total 1.000 1.000 1.300 HC/HR Heel Joint Connection Adjustment Factor IL - GARAGE DWELLING 1/3 1.5 1/4 1.33 O Braced Wall 130 mph Total Bracing 115 1.25 J Braced Wall Bracing Wind Factor FIRST STORY E3AL PLAN Line Method Line Spacing Required Total Required Length Status 1/6 1.2 SCALE: 3/16" = 1 ft (ft) Bracing (ft) Bracing Provided (ft) 1/10 or less 1.11 DATE: OCTOBER 2022 3 CS-WSP 27.00 10.45 1.000 10.45 45.00 OK where: 4 CS-WSP 27.00 10.45 1.000 10.45 25.58 OK E CS-WSP 24.17 4.83 1.000 4.83 19.67 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING $ F-GAR GB 24.17 9.96 1.000 9.96 10.00 OK above the top of the rafter support walls. ROOF PLAN F-DWEL GB 7.67 6.52 1.300 8.48 12.33 OK HR=Height of roof ridge measured vertically above the top of the rafter support walls. G GB 23.08 18.16 1.300 23.61 27.67 OK DRAWING NUMBER H CS-WSP 38.50 14.48 1.300 18.82 26.83 OK Q ' I - F ROOF ----------------------------------------� 2x EXTERIOR WALL ---OF --------- 1 1 z Im ci I 1 1 R-30 BATT INSULATION z STUD TO FLOOR J015T O ' r 7 � I I - - - - --1 j 51MP50N GOIL STRAP p[ -------------------F------4 4------------------------------------------�-4---------------------------------------------------------------t-------------------------------------------------------y (4)-8d NAILS AT EACH END LL GEILING LAUNDRY u� FAMILY I BATH - - MASTER BATH I II Ij 2x 50LID BLOCK AIR-SEAL BETWEEN FJ z 0- - — —— — 2 _ x RIM BOARD W el >I z 7 I CANTILEVERED FLOOR J015Tu) u) u) V/ I We I I I I I I We I I I N —1 WA5HER I I I LAV. I I LAV. LAV. QAZ r,(b" 05B d VINYL SOFFIT Q TUB i I TUB I I I a I FLOOR J015T TO WALL: 5HONER I 1 5IMP50N H2;(5)-bd NAILS TO FJ $ (5)-bd NAILS TO STUD 2nd FLOOR I 2x EXTERIOR WALL I I I I --- --------------------------------- ---------------------4 ALTERNATE WHERE FJ/STUD M15ALIGN5: --- -------- --2" H --- --- 2 W 2: W_r-- -------- I-I/2" W I-I/2" W 2" W 3" W 2" W I � FLOOR J015T TO PLATES: �: I I G.O. 2" 1,y 3" W I C.O. 2" W 3• W I I 51MPSON H2.5;(5)-bd NAILS TO FJ,(5)-bd NAILS TO PLATES ----------_G.O-�----- 2 W I I PLATES TO STUD: --------------------------------------------------------- j 51MP50N H2.5;(5)-8d TO PLATES, (5)-bd TO STUD CEILING -- _ ,- _ POWDER - BATH I 2x ROOF RAFTERS AT I6" O.G. - - _ _ _ _ _ KITCHEN -_ - - _. ._ - I USE 6ALV. HURRICANE TIE BETWEEN - � - - }� - - _ - } - - - - - - - - - } }� - - - - � � EVERY RAFTER AND THE ROOF BEAM �- - 1 � U,I �- - - - - � � � DETAIL AT FLOOR �: I - -I ( 2x GEILING J015TS AT I6 O.G. V I I I CANTILEVERS 4 SETBACX5 JOIN USE (3 NAILS AT RAFTER I I WG I � � HEEL JOINT CONNECTION (� KIT SINK ON I LAV. LAV. I i SCALE: NT5 ROOF BEAM (SEE PLAN FOR SIZE) N m m I RE ASSEMBLE WIH 1 -d NTALSATE p I TUB I 12" O.G. STAGGERED ALONG LENGTH I I I I Ist FLOOR I VENTED VINYL SOFFIT Ixb TRIM BOARD 2" W I-1/2" W 3" W 1-1/2" W 3" W 2" W I UPLIFT CONNECTIONS: G516 GALV. GOIL STRAP G.O. 2" W G.O. 1 21" W 3" W G.O. 1 2" W 3" W � U5E (2) AT EACH POST, TOP 8 BOTTOM I 5/4"x6" DEGKING (4)-I0d NAILS AT EACH END ------------------------- ----------------------------------------- --- ---------------------------------- -------------------- ----------------------------------------- --------------, PERPENDICULAR TO JOISTS CEILING (2)-bd THREADED NAILS OR G.O. `F W 4" W `F W r -1 -- -II F A I (2)-No. 6 WOOD 5GREW5 AT 4x4 WOOD COLUMN TREATEDVATIVE 4" I EACH 5UPPORTING MEMBER I (R50'7.7] REST DIRECTP�LY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) I FLOOR JO15T5 UG3B PRESERVATIVE TREATED 1 (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OFIOd NAILS FLUME3I NO Rl SER D I AORAM / I UG3B PRESERVATIVE TREATED I6" O.G. ALONG EACH EDGE [R50�.5] _/ 1 TO APPROVED SCALE: NITS HOUSE TRAP i SANITARY SYSTEM GRADE f 4x4 WOOD P05T BASEMENT FLOOR I U035 PRESERVATIVE TREATED t \ -------------------------------------------------------------------------------------------------------------------------- PB44 HOT-DIPPED GALV. P05T BASE ANCHORLu m 0 tum Wz, z 12"� x 6'-0" HIGH P.G. COLUMN WIH d)(2)-#4 d V'" W - VERTICAL REBAR ON }- d Z (X TYPICAL ROOF R-39 24" x 24" x 12" DEEP P.G. FOOTING WIH (2)-#4 — �_ 13 -A AJ ASPHALT ROOF SHINGLES OVER 15# FELT OVER REBAR EACH WAY,REBAR 4" ABOVE Iv ,- d t O Z " STRUCTURAL PANEL SHEATHING OVER BOTTOM �j Q 0 0 Z 2xi0 RAFTERS AT 16" O.G. R-3q 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) 0. > (y W 0 WO 1.75 x 14 LVL STRUCTURAL RIDGE WITH YY GYPSUM WALLBOARD OR OTHER THERMAL BARRIER(R316.4] Q-1 ^O t� (SEE ROOF PLAN FOR P05T LOCATIONS) OR WITH AN APPROVED FOAM PLASTIG A55EMBLY (R316b] TYF I GAL FOR CH H DETAIL � Q � o �, �d < 12 6 SCALE. NTS / N Q 0 i�I I7O T7-NS I ON STRAP: z WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP Z GABLE WALL INSULATION 2x4 COLLAR TIE CONTINUOUS: R-5 I-INCH RIGID FOAM XPS AT 48" O.G. CAVITY: R-13 2" 5PF �R^''k•'rr.. (BEYOND SECTION) SEALED ATTIC (INDIIGTLY CONDITIONED) 2" SOLID ®8 GJ AT 16 O.G. c, SMOKE d G 2x .O. WOOD BLOCKING w?t "CD MTS30G 5TRA DETECTOR IN ATTIC 'P-TIE '� "<�" '�`i' .,-'}�" EACH RAFTER °��`� ♦ ems` u-+i {`• i NOTE: ALL DUGTS SHALL BE - - PI RI 11/4 WIDE 20-GUAGE �;�G. , Ft '-�4. t, •< TYPICAL EXTERIOR WALL R-20 LOCATED IN 1/2 GYPSUM !�i r•, THE ATTIC, I-o GALVANIZED STEEL STRAP "�° 2x4 5TUD5 AT 16" O.G. INTERIOR SECOND STORY BOARD FINISH JEL RAFTE TO STU17 : (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND _jEAGH 51DE OF WINDOW AND 'f.°.Z» ••••°°"DOOR OPENIN55. INSTALLWRAP STRAP OVER RAFTER (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN q) FLOOR PLATFORM. MIN. R-6 R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC.(4) 8-d COMMON NAILS AT EAGH END OF STRAP STRAP FROM TOP OF TOPALTERNATE: H2A UPLIFT CONNECTOR INSTALLED VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XP5 INSULATIONQ PLATES TO JACKSTUD. "v CD OCT ZOZ2 MINIMUM LENGTH BELOW � OVER I/2" STRUCTURAL PANEL SHEATHING GS-WSP � � 4 � IAW MANUFACTURER'S SPECIFICATION HEADER = LENGTH ABOVE Lu WHERE RAFTER ALIGNS WITH STUD HALL m LAUNDRY W.I.G. N N BOTTOM OF HEADER BEYOND SECTION w (2)-1.75 x 11.675 LVL " (� DOUBLE-FRAMED 5/4" 5U5FLOOR K1 4 STAIRWELL (TYP) m N 11.575 TJI-560 FJ AT I6" O.G. R-13 2" CLOSED-CELL 5PF AT RIM JOIST p e � N II z ° OO r TYPICAL INTERIOR WALL - - 2x4 STUDS AT 16" O.G. I I (2)-I.-15 x 11.875 1/2" GYPSUM m (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FIN15H Q 3 0 l�l�LL STUD TO 1�l�LL STUD : Y2 GYPSUM WALLBOARD ON BOTH SIDES 57RAP OVER OR UNDER SHEATHING 15t FLOOR PLATFORM R-13 2" CLOSED-CELL 5PF 2x8 PLAT (4) 8-d COMMON NAILS AT EACH END OF STRAP WOOD FLOORING OVER 3/4" PLYWOOD SUBFLOOR AT RIM JOIST SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2 x 12 FLOOR JOISTS AT 16" O.C. I I 0 — O z TENS I ON 5TR'AF I NO ° OZ _ — GRO55 BRIDGING AT MID5PAN r- () 1/2" GYPSUM + PANTRY ci AT MALL OFEN I NO 5 � SILL CONSTRUCTION: BOARD 2x6 P.T. (UG35) SILL ON TERMITE SHIELD FIN15H J Q ON SILL SEAL WITH 1/2" ANCHOR BOLTS I SCALE: NT5 Al I 0L < O Z (SEE TYPICAL WALL DETAIL) STAIRS FINISHED FLOOR l� F- --- ---- 4 < 11\1 z W V < (3)-1.15 x 11.675 LFINISHED GRADE Q O < LVL GIRDER 1/2" GYPSUM FIN15H GRADE (4)-3/6" LAG SCREWS BOARD FINISH Z SLOPE 6" IN 10' MIN. AWRY FROM BUILDING V O Q MENT STUD TO SILL FLATS : a z (INDIREG�TLYEGONDITIONED) a WRAP STRAP UNDER SILL PLATE PER CODE 2x6 PLAT _ (6) 8-d COMMON NAILS AT EACH END OF STRAP IL N d0 FULL HEIGHT R-11 BLANKET WALL O O a: IL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 5 INSULATION AS MANUFACTURED BY r o Q GERTAINTEED CORP. A5TM E64 MAX. m I/2 GYPSUM FLAME SPREAD INDEX 25 1- .♦ e.' a a' BOARD d MAX. SMOKE DEVELOPED INDEX 5 50 JO . '� •'mod • FINISH 4" P.G. FLOOR SLAB TOP OF BASEMENT 5LA13 DATE: OCTOBER 2022 46" x 45" x 14" DEEP SECTIONS 10" POURED CONCRETE FOUNDATION STEM WALL FLt P.G. FOOTING DETAILS VERTICAL REINFORCEMENT: NOT REG2UIRED FOR SAND d GRAVEL SOILS (GW, GP, SW, SP) w/#5 REBAR AT 6" ON-CENTER E.W. HORIZONTAL REINFORCEMENT: #4 REBAR AT MID-HEIGHT OF WALL STORY H I O H-N I NI7 UPLIFT STRAFF I NO ONE TOP BAR WITHIN 12" OF TOP OF WALL SCALE: WE UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING DRAWING NUMBER MINIMUM 3'-0" BELOW GRADE SECTION A —7 NOTE: ALL METAL 5TRAPPINO SHALL BE I I/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE: 1/4" = I ft A — STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE RIOI.I UNIFORM GODS: All work shall conform to the New York State Uniform Fire Preventionand Building d NY- la RR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications incorporated by reference therein. O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R1052 BUILDING PERMIT. A building permit shall be Issued by the 1- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS `` Town prior to the start of work. A cop of the building permit v and approved construction documents shall be kept on-51te FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until pro ect completion. GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW Seed Topographic S Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozorclr,.otc.ounc.1l.org FOR THE PROJECT LOCATION: p p LOAD p p CATEGORY Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP p g Z (mph) effects region debris zone depth N 41.12g8 W '72.5416 THIS NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DE516N PROFE5510NAL: A Certificate of Authorization is 0 WIND DESIGN 15 NOT REOUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUGTION filed with The State Education Department entitling D'Amoro V 25 psf 128 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F R301 2(5)$ ` '' FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("De5t9ner") to provide professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT IS NOT GREATER THAN 50 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, tL R301.2(3)] AFFIX THI5 SIGN IN AGGORDANGE WITH supervision nor inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. for work performance of the bvlider. The builder shall to Elevation Latit 1de temperature coolie a Immediately notify Designer, in writing, if there Is an ►U heating cooling factor p g difference COMPONENT AND CLADDING LOADS [TABLE R501.2(2)] DO NOT discrepancy found between field conditions an y= p y d plan " dimensions,especially l with regard to existing construction. ZO N 35 ft 41° Notch 150 99%outdoor DB 85° 1%outdoor DB 0.999 700E 750E 550E REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] p y g g _ MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (2V-O" roof R3OI2.1 WIND DESIGN In accordance with Figure R3o12(5)B wind cv Coolie temperature Wind velocit Wind velocity Coincident Winter Summer : g , g p' Y Y Daily range - span, 140 mph, pitch greater than 5:12) [TABLE Re,02.111 design Is not required. This building is designed in difference heating cooling wet bulb Y Y W1�1 humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. 10OF 15 mph 7.5 mph 720E Medium 160E to 250E N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 50 plf Q O R3012.12 PROTECTION OF OPENIN65: This building In not located Q UPLIFT METAL FRAMING CONNECTORS ARE REGUIRED AT TOP In a Windborne Debris Region. O OF ALL BRACED WALL PANELS [R602.5.5]. R3012.4 FLOODPLAIN: This building 15 not located In a flood # r(1 hazard area. y _ , v,I ', R301.5 LIVE LOADS: Minimum uniformly distributed live loads: (WX 111 -1 Attics without storage 10 psf,Attics with storage 20 psf, tE O Balconies decks 40 psf, Rooms other than sleeping rooms 40 psf,Sleeping rooms 50 psf,Stairs 40 p5f TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) Z R301b ROOF LOAD: Roof Design Load is based on the greater of the 6rovnd Snow Load (25 psf,applied per A50E-1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b, SPACING AND LOCATION NOMINAL MATERIAL desl corresponds to the 30 psf round snow load column to ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b,° OF FASTENER ' THICKNESS DESCRIPTIONa'b OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load c ditions. Roof Floor (inches) (inches) (inches) support R301.& NOMINAL SIZES: Dressed lumber dimensions specified on inches 4-8d box(2 r/2"x 0.113");or 4-8d box(2%" x 0.113");or (inches) these plans are nominal sizes. Engineered wood dimensions ( ), or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I joists, glu-tams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2 r/2"x 0.131");or Toe nail 21 Joist to sill,top plate or girder 3-8d common 2 Z"x 0.131" „ „ „ • Toe nail 3 3-1 Od box(3 x 0.128 ), or 3-10d box(3 x 0.128 ), or Staple 15 ga. 1 / 4 8 R302.1 FIRE-RE515TANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails i ; projections shall be located at least 5 feet from lot lines and Up to 0.097-0.099 Nail 2 3 6 are not fire-reststance rated. 8d box(2%2"x 0.113") 4" o.c.toe nail Staple 16 ga. 1 a 3 6 4-8d box(2�"x 0.113");or R302.q 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 y"x 0.131")' or 0.113 Nail 2 3 6 WALLS AND GEILING5: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate Per joist,toe nail 22 roof applications also rr • I9 s Staple 15 and 16 a 2 having a F51 = 15 (req'd max. 200) and a SDI = 0 (req'd max. 3-10d box(3"x 0.128");or ( PP ) 10d box(3 x 0.128 ),or 6 o.c.toe nail /2 and/ p g • 4 8 450);and compiles with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 y 4 8 �� 1 �� Staple 14 a 2 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-1 Od box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ), or P g 4 8 INSULATION: Exposed insulation that is not Installed In 3 partitions [see Sections R802.3.1,R302.3.2 and Table 3-16d common (3 y" x 0.162"); or Face nail 2-8d common(2%"x 0.131");or '3/323 Staple 15 ga. 1 3/a 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-lOd box(3"x 0.128") or Face nail and/ t surfaces shall have a F51 s 25 and a 501 < 450. See plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed Insulation valves. 2 staples, 1"crown, 16 ga., 1 %4" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) P g • 4 8 R302.11 FIRE BLOCKING: Use approved material to flreblock 4 [see Sections R.802.3.1 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. 2% 4 8 around all penetrations of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-16d Common 3 / x 0.162 t where otherwise Specified by the 2020 ROWS. ( ) 0.113 Nail / 3 6 3-16d box 3%"x 0.135" ' or 1 Staple 15 a.2% 4 8 R302.12 DRAFTSTOPPING: Not needed for this project. t� 4-1 Od box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) ( t „ )' At each bearing,face nail P g 5 Collar tie to railer,face nail or 1 74"x 20 ga.ridge strap 3-IOd common(3"x 0.148");or Face nail each rafter 2-16d common(3 / x 0.162) 0.097-0.099 Nail% 4 8 R302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") i „ „ project under Exception 4. - 3-16d common(3 x 0.162 ), or SPACING O FASTENERS 4-1 Od box(3"x 0.128 )' or DESCRIPTIONa'b OF FASTENER AND LENGTH" NOMINAL MATERIAL R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed d luminaires shall be 10-rated I/A/W N1102.4.5 with separation t i 3-16d box(3%"x 0.135");or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist ,: rr End nail THICKNESS Edges Body of anel P v „ „ • 4-3 x 0.131 nails; or inches g Y p 3-IOd common(3 x 0.148 ), or inches (inches) from Insulation per listing. nail ono opposite side of each rafter (inches) (inches) (inches) 6 Rafter or roof truss to plate 4-1 Od box 3"x 0.128" • or 4-3"x 14 ga. staples, %6"crown - ( )' PP or truss' R30b.4 HAZARDOUS 6LAZIN6 LOGATION5: Tempered glass or D 4-3"x 0.131"nails ' or Nail each layer as follows: 32" o.c. Floor underlayment;plywood-hardboard-particleboard r-fiber-cementh other approved safety glazing material shall be Installed to 0 20d common(4"x 0.192")' and adjacent to door panels;within 60 Inches a wet surfaces; LU m W at top and bottorr,and staggered. Fiber-cement and at locations where shown on the plans. m Z z 4-16d box(3%2" x 0.135");or W , 3-IOd common 3"x 0.148" ' or IOd box 3"x 0.128" • or 24"o.c. face nail at to and bottom 3d corrosion-resistant rim shank nails Z Z 4 dam' d) Z a ( )' Toe nail ( )' P g 3 6 R3oa.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-inch 4-10d 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 vehicle tp - - -3 T 0-1 ttu 27 Built-up girders and beams,2-inch lumber layers entry doorway. (f1 <= dl Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3 x 0.131 nails And: Staple 18 ga., s long,%4 crown LaV/ U1 i- O 7 finished floorin other than the 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It 15 the u� O dJ O to minimum 2" edge beam 2-20d common 4"x 0.192" or ( g ) Ix � Z z 3-16d box(3 y x 0.135 );or ( )� Face nail at ends and at each splice a builder's responsibility to verify that window units supplied by d ` Q- O 1U rr rr 3-10d 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 a � /` 2-16d common(3 x 0.162 ),or End nail rr :: g 8 8 emergency escape and rescue openings where required. Q 3-1 Od box(3"x 0.128");or 3-3 x 0.131 nails (galvanized or stainless steel)roofing nails(for tile finish) _ mar < 3-3"x 0.131"nails R31t:f STAIRWAY5: Interior stairways shall be re-assembled O } Q 7 4-16d box(3 Y2"x 0.135")' or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws O IY g g wood units. The maximum riser height shall be 8-1/4 Inches and � � ry � �0 Wall 3-16d common(3 Z"x 0.162");or (for tile finish) the minimum tread depth shall be el Inches,plus nosing where Z Q t� 28 Ledger strip supporting joists or rafters At each joist or rafter, face nail required. Provide handrails per Code,. -� 16d common(3 72"x 0.162") 24"o.c. face nail 4-10d box(3"x 0.128");or Plywood 8 Stud to stud(not at braced wall panels) 1 Od box(3"x 0.128");or 4-3"x 0.131"nails 1 114 ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above 16"o.c. face nail 3 6 grade,and steps leading thereto shall have guards that X Z 3"x 0.131"nails 2-1 Od box 3"x 0.128" ' or 2-8d common t s 12%ga. (0.099")shank diameter c P g g < 29 Bridging or blocking to joist ( )' Each end, toe earl /4 and/6 conform to Code. 16d box(3%"x 0.135")•or (2,V"x 0.131"); or 2-3"x 0.131"nails Staple 18 ga.,8,%6 crown width 2 5 9 Stud to stud and abutting studs at intersecting wall 12 o.c.face earl R3I22 WINDOW FALL PROTECTION: Windows with rill's less than corners(at braced wall panels) 3"x 0.131" nails SPACING OF FASTENERS t i s rs i 1%ring or screw shank nail-minimum e 24" above finished floor and greater than 'i2" above grade 16d common 3%"x 0.162" 16"o.c.face nail /2, /, /2 and/ i 6 8 shall be protected per Code. ( ) DESCRIPTION NUMBER AND Intermediate 12/2 ga.(0.099 )shank diameter 16d common(3 Y2"x 0.162") 16" o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa'b'` Edges h supports',' 1%ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 10 Built-up header(2"to 2" header wife y2' spacer) (inches) inches t9 s 2s 3 1 a 0 099" shank diameter 3 6 smoke alarms,carbon monoxide alarms,and heat, detection a��•" ';: r,,: "'". 16d box(3%2'x 0.135") 12"o.c. each edge face nail (inches) /2, /, /2 and/ 12/g , ( . ) alarms shall be Installed at all locations shown on the plans. .� 5-8d box 2 i2" 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 y 6 8 e•`•;w`..t hit°' +.G' ' ( ), R315 CARBON MONOXIDE ALARMS: Install at all locations R,.�c N.Vy7i ►f > 11 Continuous header to stud 4-8d common 2 y" x 0.131" or Toe nail [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] r specified on the plans. ( ), Hardboard p P 4-I0d box(3"x 0.128") 30 3811 -�� 6d common(2"�x 0.113")nail f 1 %long ring-grooved underlayment nail 6 6 R31-i WOOD DECAY PROTECTION: Lumber specified to the plans " � r ' ' V subfloor,wall as pressure preservative- treated (P.T) shall be In •. 16d common(3 V2"x 0.162") 16"o.c.face nail ( ) 0.200 4d cement-coated sinker nail 6 6 12 To late to to late "' " 31 r%2"- 1" 8d common nail(2%"x 0.131") 6 12f Staple 18 ga., %long(plastic coated) 3 6 Fastenaccorers shall ce hbe hot-dipped hgalvanized steele Intended use s, stainless and location. �• � '.��r,`$�a� Ryq+e ,�yrµ_.� P P 1 P 1 Od box(3 x 0.128 ,or 12"o.c.face nail steel silicon bronze, copper or 1/2" diameter or eater j"a 3"x 0.131"nails IOd common(3"x 0.148")nail;or 6 12 Particleboard pp 32 1�'" - 1 1/rr Steel bolts. ap,f,,•;rr'_,,rY.Ya• ,. 74 8d(2 y"x 0.131")deformed nail 4diing-grooved underlayment nail 3 6 R401.4.1 6EOTECHNIGAL: Footles and foundations shall rest on 8-16d common(3�"x 0.162");or Other wall sheathings /a Staple 18 ga., %long,%6 crown 3 6 undisturbed soli with a minimum load-bearing value of 2,Oo0 DEL TRIED OCT 1 0 2�22 Face nail on each side of end joint „ „ psf. Visually graded soils that have this load-bearing value 12-16d box 3�"x 0135" ;or rr r „ 1 r/2 galvanized roofing earl, /6 head s 6d ring-grooved underlayment earl 6 10 13 Double top plate splice ( ) (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing „ r „ 3 6 /g Include 6W s 6P-gravel and sandy gravel;6M s 6C-511ty and 12-10d box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 /4 long Staple 16 ga., 1 y long,%crown 3 6 clayey gravel;SW s 5P-sand and gravely sand;SM s SG-51Ity each side of end joint) and clayey sand. Unsuitable subsoil material encountered 12-3"x 0.131"nails 1 %"galvanized roofing nail, %6"head 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced In-51tu 34 2%2" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 %" long 3 6 X' g s 318 with V4" crushed stone to a minimum depth of 8 Inches or ROBE. O m , P g , g Staple 16 ga., 1 /long, crown 3 6 P � F- 16d common(3 y"x 0.162") 16" o.c.face nail r „ d 1 y"galvanized roofing nail; staple galvanized, R402.2 CONCRETE: Basement walls,foundation walls,exterior O Bottom plate to Joist,rim Joist,band joist or 35 / gypsum sheathing 1%"long; 1 %" screws,Type W or S 7 7 For SI: 1 inch=25.4 min. walls and other vertical concrete work exposed to the O O 14 blocking(not at braced wall panels) 16d box(3 y x 0.135 );or 12"o.c.face nail weather shall be air entrained stone concrete with a minimum - N compressive strength of f'c=3,000 psi at 25 days. Porches, O a t- 3"x 0.131" nails 5 „ a 1 3/" galvanized roofing nail; staple galvanized, carp slabs and steps exposed to the weather,and garage � O � 36 / gypsum sheathing s " s rr 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. 3-16d box 3%"x 0.135" •or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S g P P floor slabs shall be air entrained stone concrete with a 0 m Bottom plate to joist,rim joist,band joist or ( )' b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'o=3,50o psi at. 2S days. Q Z `o 15 2-16d common(2%"x 0.162");or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P P 9 P y m 0 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. 0 0 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 , � • .p 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, e., o a minimum O r- 37 4" and less r ,: rr t t 8d common(2/ x 0.131 )nail (`I 4-8d box(2%2"x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 5'-0" below finished grade. O v = 3%"x 0.135" 2 „ - 8d common(2%"x 0.131")nail; or c. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. �- m a Z 3-16d box } 1 ( ),or 38 / 1 6 12 R4041-1 BACKFILL: Backfill shall not be placed against Q Z 4-8d common(2%"x 0.131");or Toe nail 8d deformed(2 V2"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of-1 days. Brace top - i N 0 4-1 Od box(3"x 0.128");or lOd 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 backf111 placement. Z O Z a T d 39 1 y"- 1 Xto 6 12 130 in h. Fasteners attaching wood structural panel roof sheathing to able end wall framing shall be installed using 16 Top or bottom plate to stud 4-3"x 0.131"nails 8d deformed(2 Y x 0.120 )nail P g P g g g g R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber 0 W the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N Z 3-16d box(3 V tW" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus 0. Z Z 2-16d common(3%2"x 0.162"); or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10 6. w 3-10d box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall << fL Z 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No.g2 or better. Studs shall be a minimum - a to Q z < No. 3 standard or stud grade lumber. 1••- sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of Q � Q � � -1 3-IOd 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,a R7o2 3 GYPSUM BOARD: All Interior walls to be covered with J�" �- h OL 17 To later laps corners and intersections WALL SHEATHING USED TO RESIST WIND PRESSURES Z P plates, P 2-16d common(3 Y2"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;uniess otherwise p Z 3-3"x 0.131"nails � noted on plans. Y � 0 b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN MINIMUM WOOD MAXIMUM PANEL NAIL 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„tt R703.3 SIDING: Exterior wall covering shall be vinyl siding tested J d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING m h by the manufacturer for use In high-wind regions and Installed 0_ 2-8d common(2�"x 0.131");or Y Y P PP Y PANEL ( p ) with fasteners In strict accordance with the manufacturer's 1L z 18 1 brace to each stud and plate „ r Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). PANEL SPAN SPACING 0 N 2-10d box(3 x 0.128 ), or P gPenetration THICKNESS Edges Field Wind exposure category instructions for high-wind regions. Use stainless steel nails for 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 Y r' p P g g g PP (inches) (inches) ) fastening vinyl siding on buildings located within 3p0o feet of �j m IL 2 staples 1 %" ) (inches o.c.) (inches o.c.) B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less F- 3-8d box(2%2"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 1.5 24/0 s Bo 16 6 12 140 115 110 R2.l bearing ROOF FRAMING: Load be -tng dimension lumber 2-8d common(2 y"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall be 19 1"x 6" sheathing to each bearing 2-10d box(3"x 0.128");or Face nail Common 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 Comon � 16 6 12 170 140 135 2 staples, P crown, 16 ga., 1 3/"long sheathing shall conform to ASTM C 208. (2.5"x 0.131" 1.75 24/16 16 24 6 12 1 140 115 110 vents s R&O& ROOF VENTILATION: Soffit thall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: OC TOBER 2022 3-8d box(2 y2"x 0.113"); or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic Is unvented. P Y P g gP g PP P g 3-8d common(2%2"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. Rgo52 ASPHALT SHINGLES: Asphalt stri shingle wrappers shall PP Y g q g g g P g P rP p p 9 pP 3-1 Od box(3"x 0.128"); or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with A5TM D=II55 Glass 6 NOTES 3 staples, 1"crown, 16 ga., 1 %4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened In g P P P PP PYPY�' g P accordance with he f PP Y g g t manu acturer s instructions to achieve 20 1"x 8"and wider sheathingto each )earin ++ " 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 mintmvm of six nails per strip shingle. Use g Wider than l x$ Face nail J P g J ,P g p P ng 1� one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 5,000 feet of 4-8d box 2 72"x 0.113" or 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%"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 R10062 AIR 5UPPLY. All combvstion air for factory-bvilt 3-1 Od 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 r 4 staples, 1"crown, 16 ga., 1 %" 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 JOISTDETAILS LS ( + ) Load bearing or braced/shear wall m 1 Plate nail-16d 0.135"x 3/2" at above(must stack over wall below) Load bearing or braced/shear wall above Plate nail, 16d(0.135 x 3�") 12"on-center 9 • Plate nail, 16d(0.135"x 3 Y2") Blocking panel: 1Ya"TJ@ Rim Board,1 (must stack over wall below when resent - at 16"on-center When sheathing thickness exceeds/ , 2x_stud wall at Floor panel nail- g p present) ALLOWABLE LE HOLES TJI JOIStS at 16"on-center 1 �• ® ®• No load bearing Z Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2y2")at 6"on-center /4 TimberStrand LSL or TJI joist. g P Web Stiffener wall above Min.distance from Table A Min.distance from Table B 1)z"hole maybe cut Q ih"TJ@ Rim Board,1+/a" required on both Plate nail-16d(0.135"x 3Y2") Web stiffeners required on Blocking panel: anywhere 2x4 minimum Web stiffeners + „ DO NOT an here in web out- TimberStrand© LSL or sides at A2W ONLY at 16"on-center* both sides at A3.4W ONLY 1/a TJ@ Rim Board, side of hatched zone TJI®joist Floor panel nail- Sheathing squash blocks required each side cue or notch flange. + . * boundary nails, at B3W ONLY or TimberStrand® LSL • 8d(0.131"x 2/z")at 6 on-center + � or TJI®joist 8d(0.131"x 2Y2")a 1/a"TimberStrand Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y6", Web stiffeners 6" O •• 0 O 6 Z nail each side at A3._W 61 B1 W required on both Ov t Toe nail-10d(0.131" sides of both joist 6" L, 2 x D, D1 Closely grouped round L2 2 x L2 Dz 6' 6" Toe nail, Toe nail, lY8"TJ@ Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if O :01 ( x 3")at 6"on-center minimum No field cut Do not cut 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds/a", 12" Web stiffeners required DO NOT holes to (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on center y) min. End of joists at hatched meets requirements for hatched + . LL 1Y"TimberStrand® LSL. trim sheathing tongue on both sides at B1 W cut holes In cantilever zones except knockouts) q than 1/z In For rim board thicker than 13/4" centerline round or square holes. zones cantilever TJIT)rim joist at rim board and B2W ONLY reinforcement q Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W Toe nail-10d(0.131"x 3") Table A - End Support required on bath Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Q N Al Al W A2 A2W 819(919 nail from side of arallel closure into rim board. walls above or below-see detail B1 B3 B3 Zrim joist per A3 detail. P below-see detail B1 JOIST rrl® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board A3.4 eA3.4* DEPTH 2- 3- 4" 5" 6Y2" 7" 8i/a" 11" 13" 2" 3" 4~ 5" V2" 7" 8'/e" 11" 13" For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 P O Nail through 2x_cantilever,wood backer and O O O 110 1'-0" 1'-6" 7-0" T'0" 5'-0^ 1'-0" 1'-6" 2._6" 3'-0' 4'-0'Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. W W Details and Installation in Weyerhaeuser installation Guide 1Y6"TJ@ Rim Board or 1Ya"TimberStrand® LSL. TJI®joist web with 2 rows 10d 0.148"x 3" r � Blocking 1 ( ) , 210 1'-0" 1'-6" 2'-6" 3'-0" 5'-s" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" t for Floorand Roof Framing,TJ-9001. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9y" 230 1'-6" 2'-0" 2'-6" T-s" 5'.6" 1'-0" 2'-0' T-0" 4'-6" 5%0" Q a top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 1'.6" 2'-0" 3'-0" 4'-0' 6'.0" V-6" 7-6" T-6^ 5'.0" 5'-6" with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-6" T-6" 5'-0" 7'-0" 2-0" 3'-0" 4'-0" s'-6" 6'-0" 110 1'•0" 1'-0" 1'-6" 2'-0" 7-6" 3'• " 5'•6" 1'-0" 1'-6" 7-0" 2'-6" 4'-6" 5'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1Ya"TJ@ Rim Board 1Ya"TimberStrand® schedule. 210 1'-0^ 1'-s^ 2'-0" 2'-0" 3'-0" 3'-s" s•-o" 1'-0" 1'•s" z'-s" 3'-0" s'-o" 5'-s" s'-s" reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, 4'-0"length of 8"diameter maximum hole for 117/6"- block.Use 4'-0"length maximum for blocking panels 02"deep Attach reinforcement to joist 117/8- 230 1'-0" 1'-6" 2'-0" z'-6" T-0- T-6" 6'-6" 1'-0" 2'-D" 7.6" T-6" s'-6^ 5'-6" 7'-0" 1 3 „ 7 „ one each at top and bottom flange. with one 8d(0.131"x 2y2") 360 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" 5'•0" 7'-0" 1'-6" 2'-6" 3'-6" a'-6" s'-s° s'-s" T-s" (1 /4 reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11/ TJI® or shorter than 12"long. F1 applies to 560 1'-6° 2'.6" 3'.0- 4'.0" 5'-6" 6'-0" 8'-0" 2'-6" T-6" 4'-6" 5'-6" T-0" T-6" 8'-0' J-7 8"diameter maximum hole for 11 one side at E2,both + " joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 7 maximum for blocking panels 9/2 j 110 1'-0" 1'-0" 1'-0" 1'-0., 1'-6" 2'-0" T-0" 5'-6" 1'-0" 1'-0" 1'•6" 2'-0" T-6" 4'-0' 6'.0" 8'-0- Load stiffeners /"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 21/2") Horizontal blocking uniform) W2 ' om above required on both diameter maximum for blocking nail at each corner y 210 r-0" r-0" r-0" r-6" 7-0" 2'-6" T-6" 6'-0" 1'-0" r-0- 2'•0° 2'-6" 4'-0" a'-s" s•s" 6'6" L- 1+/a" e Rim Board 1Ya" + Do not cut flanges. panels between each loaded joists 14^ 230 r.o" r-0" r-o^ r-s° 2'-s" r-6^ a'-o° T-o" 1'-0" r-o° r-o" 3'-0° a'-o° s-o^ r-o° 9'-0" _^ sides at E1 ONLY panels 9/z"deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with " only. 360 1'-o" 1'-0" 1'-6^ 2'•6" T.6" a'-o- F-6" 8'.0" 1'-0" 1'-s" 2'.6" 4'-0" s'-o" 6'-s" V-0" 9'-6" v ) 12"long. 10d(0.131"x 3")nails,one 12"length of Y4' connections equivalent to Wood A �d` 560 r-0" 1'.0" 2'-0" T-0" 4'.6" 5'•0" 6'•6" 9'-0" r-6" T-0" 4'-0" F-0" T-o" T-6" 9'-o" 10'-o" Y+s"-, Do not cut flanges. 1Ys"TJ®Rim Board or lya" each at top and bottom flange. reinforcement on floor panel schedule. backer jai` e1e- o�\`i z10 r o" 1'-0" r-o" r-o" r-o" r-6" 2'.6" T-s" 6'.0" r-0" r-o^ r-0" 2-4' 3'4' T-6" 6'-6" e'-o" 11'-0° O TimberStrand® LSL.Nail with one side at E5, e ds 16" z3o r-o^ r-0. r-0. r-0" r-6" r-6" 3'-0" 4'-0" T-0^ 1'-0" r-o" r-o° r-o° 3'•6° a'-o" T-o" s'-o" M "length of 3/" t�� gt Ga \Oa 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 fte� c `rein orcemen on one side U\ O 560 1'-0" 1'-0" 1'-0" 1'0" 2-6" T-0" 5'-0" 7'-6" 10'-0" ,r o" 7-w 3'-0" 4'.6" F-6" T-0" 10'-0" 11'-0" 1 each at top and bottom flange. joist web with 3 rows Full depth vertical cad` \\` ov , blocking between at E7,both sides at E8 F1 \e�9 10d(0.148' x 3")nails at 6" 9 a" 5- s" r' a•• 10^ tz" 1s•• 17~ a^ 5^ s" 7" a" to" tz^ 15'• 1 r' Attach reinforcement on-center,clinched.Use 2 each joist 18" 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'.0" F-6" 10'-0" 1'•0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" to joist flange with + " 7 " E7 E8 Less than 5" J g 2', 0 rows with% and 11/8 Less than 5" 56o 1'-0" 1'4. 1'-0" 1'-0" 2'-0" 4'-6" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-0" 11'-0" 12'-0" 14'-6" squash blocks p" 8d(0.131"x 2Y2")nails at 6" a+`� TJI®joists. * 20., 360 r-o" r-o" r-o" r-0" 1'-0° z'-0" 4'4' T.0" 10'-6" r-0" r-o" r-s° 3'-0" a'-s" s'-o" 11'-6" 14'-0° 1s'-6" rl', �R` O O Gap • WEB STIFFENER ATTACHMENT 560 r-a' r-o° r-o" 1'.0° 1'-0^ z'•o" a'-s° s'-a' 11'-s° r-o" r-s° 3'-s" s-a' r-o° 10'-6° 13'-0' 1a'-s° 1s'-o" 1Ya"TJ@ Rim Board or �� on-center.When reinforcing E5 E6 CS Use 2x4 minimum squash blocks to 1Y4"TimberStrand® LSL. Face grain �a� both sides,stagger nails. Ys"minimum transfer load around TJI@ joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1„ T 23/"maximum Table B - Intermediate or Cantilever Support nails,one each at top and (%"for TJI® 1 Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST TJi® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end DEPTH 2- 3" 4" 5'• 6y" 7" 8%" IV 13~ 2" 3~ 4" 5" 6Y2- 7~ 87/V 11- 13- blocks installed atjoist-span Web stiffener both sides. adhesive to all y See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" 3'-6" a'-6" 7'-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations usin P PP Hanger height must ® g g g P g 230 2'-0° 2'-0" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6" contact surfaces below,Install web stiffener tight to to flange syz" Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum overhang Flashing two 8d(0.113"x 2%") Tight fit* z3o z'-s^ 3'-0" 4'-0" 5'-6" a'-6^ 2'•0" T-6" 4'•6" 6'-6" 7'-6" be a minimum oleo h Attach per the table.Clinch to to flan a(tight ht to bottom permitted at beam. g g (gap at bottom flange) ofjoisrdeprh p P 9 ( 9 P nails or 360 3'-0" a'-o" s'-s° s'-6" s'-o" 3'-0" a'-6° s-s° T-s° e'-o" nails when possible. flange with face mount hangers). SYa� 2 "screws, Depth Minimum Web Nailing Requirements 560 3'-6" 5'.0" V-0" T-6" 10'-0" 4'4' F-6" V-s" 8'-0" 9'-0" Clinch nails when possible. , Treated ger e�3\�`s\ mad y2 typical TJI®Joist Series (in) Stiffener Size Type Number Nails 110 r-0" 1'-0" 1'-s" 2'.6- 4'-0' 4'.6" 8'-6" 1'-0^ r-s" T-6^ 4'-0" T-o" T " 9'-6" End Intermediate 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" r•0" 7-0" T-0" 4'-6" 8'.0" F-0" 10'-0" See fastener + $ 5 s 11r/e" 230 1'-0" 2'.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" 1/a"TJ@ Rim Board or 1Ya" 110 All /e X 2/6" 360 7-0" 3'-0" 4'-0- s-6- T-o" T-6" 11'-0" 2'-0° T-6" 5'-0" T-0" 9'-6" 9'.6" 1r-0" table below.Maintain ® 210 All Y/"x 2Y116")'i 8d Top mount 2"distance(minimum)from TimberStrand@ LSL. 230&360 All %"x 25/s')') (0.113"x 2%") 3 3 1110 r-o" 3'-0" ,-0" 1 0" 7-0" 2=6" 1a-6" e'-s" 1=o" r-0" 6'-0" 2=s" 1s-0" 1s'-0° 1s=o" 17-0" hanger Option#2: edge of ledger to fastener. 1 I 2x_strapping installed at/ 16d 210 1'-0" r-0" 1'4^ r-0^ 2'.6" T-0" s-6- 9'-6" 1'-0" 1'-0" T-0" T'6" 6'-0" T-0" 10'-0' 13'-0^ Face mount Backer block joist-span locations using two 2 560 All 2x4'2) , 14" 230 r•0^ 1'-0" r-0" 7-0" T-6" 4'-0" 6'-0" 10'-6" r-0" 1'-0" 2'-6" 4'•0" 6'-6" T-6" 11'-0" 13'-6" Allowable Load(Ibs 1 „ (0.135"x 3/ ) 360 1'•0" 1'•0" 7-0" T.6" 5'-6" 6'.0" 8'-6" 12'-6" 1'-0" 2'•0" 4'.0" 5'.6" 9'•0" 10'•0" 12'-0' 14'-0" hanger both sides of web Fastener 1Y4"TimberStrand® /z screws per joist,typical with single TJI@ joist 1Ye"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" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board 16d Option#3: 560D 20" 2x4'2' S 5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 11•0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16"-0" Web stiffeners required if sides of Y2"lag bolt 610 480 Direct) applied ceiling 22""i (0.135"x 3%2") 6 11 230 r-o" r-o^ r-o^ r-o" r-6" 7-0" a'•0^ V-6" 11'-0" r-0" r-0" r-0" 2'-6" s-0" 6'•0° 10'-6" 13'-6" 1s"-6" With top mount hangers,backer block required only Y PP 9 1s" H1 hanger do not laterally support at H2 H3 24°)3' 6 13 360 1'-0" 1'-o- 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-s" 8'-6" 13'-0" 14'-6" 17"-0" O least Ya"of TJI@ joist top flange O g T - O LA q PP P61 When specified on the layout, one of W 1 PS1 or PS2 sheathing,face rain vertical 560 r-o', 1"-0^ 1'-0" r-o" 2'-6" T-s" 7'-0" 1 r-0^ 1F-0" r-o" r-0" T-s" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" for downward loads exceeding 250 Ibs or for uplift Corrosion-resistant fasteners required for wet-service applications. conditions.For nailing requirements see page 5, J O ( ) 9 9 the bracing options above is required 2 9001, Weyerhaeuser installation Guide for Floor and O Construction grade or better 4•' s^ s^ 7~ e^ 10•• 1z- 15^ 1T' a^ 5^ s^ 7" s^ 10^ 12~ 15^ 17" Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI@ 560D Joists 18„ 3so r-o" r-o" r-o" r-6" T-0^ s'-o" 9'-a' 15'-0'. r-o" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6" _ 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6' BEAMDETAILS FASTENING of FLOOR PANELS 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-0" V-0" 11'-0" 15'•6" 1'-0" �j- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-0" 1'-0- 1'-0" 1'-0" 1'-0" ,I 1 TJI®(1)(2) Rim Board 1�" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. lu ,�n� ILL BEARING FOR DOOR Nail Size 110,210, 360 and Ye"TJ®Ri 7Y4- TimberStrand®LSL Mlcrollama Parallam® 1 , „ V (1� O BEARING AT WALL BEAM TO BEAM BEARING AT Depth 9Y2"or 14„ 9/z"or 14"or g/ or 14"or 18"or 2 14"or 18"or Leave)g"of web(minimum)at top and bottom of hole. DO NOT cut Joist flanges. Z t Z 11/s 11/e'• 16" 11/ 16" 20" 16" 20" • Tables are based on uniform load tables in current design literature. } < W OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 56o Board TimberStrand®LSL or wider LVL PSL P 7 11/s" 8d(0.113"x 2Y2"),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+V 2x8+V 2x6+Y2" 2x8+Y2" 2x12+j2" Two Two Two • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located 1Y"TJ@ Rim Board Or Strap per code if top plate , (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 10d(0.148"x 3"),12d(0.148"x 3/a'") 6' 4" 4" 4" 4" at the center of the oasts an provided that no other holes occur In the joist. (11�1 Q 1%a"TimberStrand@ LSL or is not continuous over Cantilever 2x6 2x10 2x6+Y " 2x10+3 " 2x6+ 2x10+ I P P j Q v Ul r Q blocking for lateral support header 16d(0.162"x 3Y") 6" 6" s 4 a 8" s" Y. Yz' Not lV 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams a z Q w (1)Stagger nails when using 4"on-center spacing and maintain 1 /"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 �_111 ® Q panel edges)for diaphragms.Fastener spacing for TJI 0joists In diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 0) .55E TimberStrand® LSL Headers and Beams 0- Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. V.„ Y „ Y „ 7 „ � „ (Detail FI / or/ / or/ /a or 1"Net 2x6 2x8 2x12 (v Q plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least I/V and staggered.over column column (3)With 10d(0.148"x 1Y2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) 2 x diameter of the O } Q y Top mount 4 Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 %"(o avoids splitting). (1)If necessary,increase filler and backer block height for face mount hangers and maintain Ya"gap at top ofjolst;see detail W.Fillerand backer largest hole(minimum) Q ( ) P 9 t P g). block dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). [ r(� < Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %e°(to avoid splitting). 3 depth l� v' N O 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 Allowed hole zone 0 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 j� L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O 0 O O O ■Nailing rows must be offset at least)z"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL XX literature for framing connectors ®. < ■14 ga.staples may be substituted for 8d(0.113"x 2 Yz',)nails if minimum penetration of 1"into the TJI joist or rim board is achieved. ■Maximum nail spacingfor TJI® oists Is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round 1 Depth Hole Size cantilever and end bearings by blocking panels,hangers,or direct attachment to gYa"-gYz" 3" Multiple-Member Connections for Top-Loaded Beams a rim board ors,ordirect 8„ 8" 11y4"-11%" 3%" Fastener Installation Requirements TJI(5 joist framing does not O joist. 14%16" 4%„ Piece #of Fastener require bridging or mid-span El General Notes See illustration for allowed hole zone *,.•°t kt. Width Plies Type0) Min.Length #Rows O.C.Spacing Location When fasteners are required on both blocking Allowed hole zone suitable for headers and beams with t�'•' r" ` °' uniform and/or concentrated loads anywhere along the member. ......."• } 10d nails 3" 3 sides,stagger fasteners on the second � •' "• �' `'�' '✓ BEARING AT 2i side so they fall halfway between • Round holes only .a . • *`.1 V F �. . 12" Y Y • No holes In headers or beams in lank orientation. ` C;t?4�;• �fi,s t ,� �� ' COLUMN 2 12d-16d nails 3Ya" 2(2) One side fasteners on the first side. P Screws 33/8"or 3%" 2 24" H2 k T� G `•t '° 10d nails 3" 3(2) DO NOT bevel cut joist '' l +, �f,•I t-, 12" Both sides AlO j Other Trus Joist@ Headers and Beams ilty„ � : r2, beyond inside face of wall. Microllam® LVL B % J"• `I.t'" ' < * iy 3 12d-16d nails 3)a" 2 CE, between joists `�7 :� Rim board joint 3 �4 f °` J DO NOT Overhang seat Cuts 1.3E TimberStrand@) and Parallam®PSL �'� ,h • ^_ 3 3% or Both sides ''''` '°t•,.."' �`-'R' 1/a" a" yz" Loa On beams beyond the inside LSL hole zone hole zone 2 x diameter of the V3 depth j•ilf'' �'H Screws 2 24" entire beam width. across 3' face ofsu ort member, largest hole(minimum) p 5" One side PP DO NOT cut notch or drill 31 ' Verify column capacity 10d nails"' 3" 3(2' connections for side-loaded beams. „� One side nn 1 and beam bearing ,) ,2j 12" er pl j 1-{,4 j,,-.i U 2022 L5 length.See current 12d-16d nails 3 Y" 2 (p Y) d holes Indicated ated In r * r1r O � 1 9 4 0 0 o illustrations and fables. Weyerhaeuser literature. 5"or 6" Both sides o 0 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 3/4' One side form a header or beam of the required size,u to a TJI®rim joist L6 q P Microllam® LVL and Other Trus Joist Beams Screws 5"or 6" 2 24° Both sides maximum width of 7" + @ + Header or Beam Maximum Round 1/s"TJ Rim Board or 1/a" Parallam®PSL � 3Yz" 2 6 Y/4° One side AZ L3 TimberStrand@ LSL. allowed hole zone Depth Hole Size m • middle Y span 4Y/" " Yi'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. B1 L1 d 1.3E TimberStrand®LSL allowed hole zone d 7j45 20" 12' O Q COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone UU�I T_ (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 0 O f tL- BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O Z m COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only TJI®Joist to Bearing Plate Squash Blocks to TJI@ Joist B3 • No holes in cantilevers. m O • No holes in headers or beams in plank orientation. + ® (Load bearing wall above) .vL. 1/a"TJ Rim Board or -�•- 1 ® Joist may be shifted up to 3"if Use B1 or B2 at WARNING 1/a"TimberStrand LSL. One 10d(0.128"x 3") floor panel edge is supported P 64 9 ?- nail into each flange g pp intermediate bearings One 8d(0.113"x 2�") and span rating f not exceeded. with load bearing or Joists are unstable until braced laterally Z Z nail each side.Drive Do not cut joist flanges. nails at an angle at braced/shear wall Z Q 'd- Plumbing Drop Bracing Includes: 1 I 1 P1 least 1Yz"from end. from above • Blocking JJ-1 E"-ynd of joists 9 Sheathing • Strut Lines - (� jjj��JJJ � 111 at centerline • Hangers • Rim Board • Rim Joist N = O 3Y2"minimum ofsu support L2 14< O COLUMN BASE 3 " intermediate bearin V Also see detail B2 PP 1Q1�- .� 1/a minimum end bearing 5%"may be required '=�� sue- � a N t� t11 single-family applications Y 4 -�- `U for maximum H1 1 - 3: � U �- v � Z Shear transfer. Connections equivalent capacity O to f/oor,panel nailing schedule � � d � O d n Rim to TJI@ Joist o O DO NOT walk on joists DO NOT walk on joists DO NOT stack building < z OL 1Ye"TJ@ Rim Board, TJI@ 560 rim joist:Toe O until braced. that are lying flat. materials on unsheathed p Z 3 Additional•oist is re uired if IY4"TimberStrand@ LSL or nail with 10d(0.128"x 3") 1 q 0 o INJURY MAY RESULT, joists. Stack only over floor panel edge is unsupported L4 WARNING NOTES: beams or walls.O TJI@ 110 rim joist: nails,one each side of or if span ratingis exceeded. :'' •,. P2 One 10d 0.131"x 3" nail TJI D joist flan e TJI@560 p o Exterior Deck J= ( ) 1 9 :' - ' O LA DO NOT use sawn Lack of proper bracing during construction can result in serious Attachment accidents.Observe the following guidelines: 1L 2 into each flange floorjoist 4'� .•'••:••:�' ;. . Structural /umberforrim g g Q TJI@ 210, INSTALLATION TIPS ;•: O Sheathing g' 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI 0 joists must be completely installed and properly nailed. �11- 230,and 360 rim board or blocking, 1L ELEVATED joist: O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be N m r COLUMN BASE �- One 16d(0.135"x 3Y2')nail •maySub o t 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. F- In 13/4"minimum bearing into each flange may not be required. O g Top View 0 Use only 3.Safety bracing of 1 x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Q Locate rim board joint between joists. Safety bracing(1 x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a - •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).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 e joist before additional loads can be placed on the system, of a TJI@ joist with web stiffeners is not a substitute concrete 1y2"knockouts at O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. J ( ) extended to a braced end wall. Y'••w:•',i , ,.• ;.,•. 1Y6"TJ@ Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. •1;�r ;,;?'.'4-': :'" TimberStrand@ LSL. 12"on-center two 8d(0.113"x 2�")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: OCTOBER 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 wy.com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-.1015T DETAILS grout One 10d(0.128"x 3")nail each 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 angle to minimize Y Y g' s'de of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR, © 2014 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. February 2014 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 TJIJoistInstaiiation Guide, TJ-9006, which should be referenced for additional information. A - 1�