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aOf Soulya Town of Southold P.O. Box 1179 c 53095 Main Rd Ulm.. Southold,New York 11971 CERTIFICATE OF -OCCUPANCY No: 45867 Date: 01/03/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 500 Arshamomaque Ave Southold, NY 11971 Sec/Block/Lot: 66.-2-61 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/13/2023 Pursuant to which Building Permit No. 50112 and dated: 12/11/2023 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 and covered front porch as applied for. The certificate is issued to: 3200 Bay LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1234 1/2/2024 ELECTRICAL CERTIFICATE: 50112 10/10/2024 PLUMBERS CERTIFICATION: Paul Rupp 10/28/2024 ho ized Signature p�os�p Fat�,co TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • SOUTHOLD, NY y�j�l �ap�iJ 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 #: 60112 Date: 12/11/2023 Permission is hereby granted to: Lewis, Grace PO BOX 877 Southold, NY 11971 To: Construct a new single-family dwelling with an HVAC system as applied for per SCHD approval. At premises located at: 500 Arshamomague Ave, Southold SCTM #473889 Sec/Block/Lot# 66.-2-61 Pursuant to application dated 11/13/2023 and approved by the Building Inspector. To expire on 6/11/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,021.00 CO-NEW DWELLING $100.00 Total: $2,121.00 Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� �o sean.devline-town.southold.ny.us �ycoUNT`(,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Grace Lewis . Address: 500 Arshamomaque Ave city:Southold St: NY zip: 11971 Building Permit#: 50112 Section: 66 Block: 2 Lot: 61 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Neubauer Electric License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 58 Ceiling Fixtures 16 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 58 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 52 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, DW, Oven, Micro, Hood, W/D, Gas FP, 200A Panel 40 Circuit/ 36 Used Notes: Two Story w/ Un finished Basement Inspector Signature: Date: October 10, 2024 500ArshamomaqueHouseElectric S0/r `Gown Elms AsutrSc Telepltoae(63:1)765-13d2 S4375IVta►n Road >xrx(631}7b5 9542 PA BOX It Sautltbld,NY 11971:-0959 � � ''� BUI[DIN'G,D$hARTMBN'�` TOWN QF a�S4IJZ'I�QLD. _CERTIFICAT,ION; : <'$uilcliung Pentut Na_ �J®rJ'AI (Please p�vit) 'Plumber � .t Pry? . I cettifjr that the seder used m the,dater.supply system contains less than 2i14 of l%a 1 rs, store) ; Swoms to before me tteis dayof 20 f Nottuy PubI�O, i�,,4k-- County ' 777777 AWa Ands cllo M. TARYptlgLdC,$fATI:OIhIW bRK A�u+auaNaQiAA1b3W3S4 ; 77 . Qu�li6e��eNwtatC«ary C9atmis�toD�pltgif 39r20tS. OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ] RENTAL REMARKS: k 1VIM. I 5e2 1ygz d es DATE INSPECTOR ,-0 I I v �apE SOUIyO * * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [vf*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: l n s 101 ac l-(vy, VkAt - L'uL O Af tip �p I i c,s ssI he- 50LAI, AOU'A 4ou 1 d 4, C--4 o,ulnt v►. on Con t)AOA amz4,a&n6je, i DATE �' INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION . ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. { ] fO:UNDATION,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: :Tc'o e,>o NIC4 6 '—( J o-le J,r[ [IN ru��� fti vj� &'AE 04 n�-) A j Wr vQ L � ZjAjjkLj" L I r '9 4 wz� oJP + (?//,Oate" I DATE' e INSPECTOR OF SOUIyo� . # } TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RdUGH 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: -z��0�5v�o��� on bqnvi��, gin f-2 :4,n DATE - INSPECTORRkyfL4,.--- l- %wk *pF SOUIyo� 0 ` laC b VV TOWN OF SOUTHOLD BUILDING DEPT., coutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL' [ ] .FIREPLACE.& CHIMNEY [ ]. FIRE-SAFETY INSPECTION . - [. ] --FIRE RESISTANT CONSTRUCTION [. -I -FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) ]- ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ . ] PRE C/O [ ]. RENTAL REMARKS: G��P DATE �� C �� INSPECTOR �• pE SObIyO{o O TOWN T �4�- `� # F SOUTHOLD BUILDING DEPT� �o O uto, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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: '7 La UIT vi J4vfl X L lj-, T-ovjLv Cm aodi�- , o - o OU - -A n DATE 2,Y : INSPECTOR . t �o�*%f SOUTyOIo # :.TOWN OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINALS-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ .']',FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE O V INSPECTOR i ii L7 , 0 t rl. � r 0 CT 1 0 2024 gu idl.g fl partr�netiR S � .,cuthol w, � ' EC ! U �: �; �, ,s� . : � a � �� ;, �;� �. ��.' �t�. 4*:t^�'� 'l ' k y Y�.,� I i s ���II p�' �o� r�e�i`�r r� � M'v A��F.. r.mc�. �. �o ���.. �� t 'R 1 -x .E, Y. c r e F w�r+ TlY y �'Y 1yyS� yy ��S �a�� � fi� .bi ae��,�""� �'�i 1p�, - rw IIi, � �'� w w.' t��F� �. ��."r:..�-: '� .� r¢v. `: n, . Home-Energy Rating Certificate Rating Date: 2024-10-21 Final Report Registry ID: 297183735 Ekotrope ID: dBMKeKwL HERS' Index Score: Annual Savings •ur s HERS score is a relative 11 Arsharnomaque Ave performance score.The lower the number, 44 Southold, NY 11971 Builder:the more energy efficient the home.To $ 3,2 50learn more, visit www.hersindex.com *Relative to an average U.S.home Sligo Construction Corp. Your Home's Estimated Energy Use: This home meets or exceeds the Use Wtul Annual Cost criteria of the following: Heating 41.0 $1,043 2020 New York ECCC Cooling 1.4 $78 2018 International Energy Conservation Code Hot Water 10.4 $264 Lights/Appliances 19.7 $980 Service Charges $120 Generation(e.g.Solar) 0.0 $0 Total: 72.5 $2,484 HERS'lndeK Home Feature summary: Rating Completed by: -- w•..►,rW '. Home Type: Single family detached Model: N/A Energy Rater: Michael Caruso Aso Existing Community: Single and Separate RESNET ID: 7960376 Names 110 Conditioned Floor Area: 2,133 ft2 Rating Company: Energy Testing Services _130 Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 110 Prima Heating System: Boiler•Propane•95 AFUE Reference � Primary 9 Y P 631-244-2627 Nome 1- Primary Cooling System: Air Conditioner•Electric•15.2 SEER2 90 80 Primary Water Heating: Residential Water Heater•Propane•0.95 Energy Factor Rating Provider: Building Efficiency Resources 7 House Tightness: 645 CFM50(1.64 ACH50) PO Box 1769 Brevard,NC 28712 60 Ventilation: 128 CFM•44.8 Watts(Default)•Exhaust Only 800-399-9620 50 Duct Leakage to Outside: Untested Forced Airin -40 ThlsHome Above Grade Walls: R-21 30 Ceiling: Vaulted Roof,R-38 20 Window Type: U-Value:0.3,SHGC:0.3 � & „�C C :•p^ Zero Energy t0 Foundation Walls: N/A /ri Ve�c CL�(C(Sl4 Home G Framed Floor. R-30 Michael Caruso,Certified Energy Rater 1 Digitally signed:10/23/24 at 10:19 AM Ekotrope r ekotrope Home Energy Rating Certificate Rating Date: 2024-10-21 Final Report Registry ID: 297183735 Ekotrope ID: dBMKeKwL HERS' • - • Annual • Home: Your home's HERS score is a relative 500 Arsharnomaque Ave 50performance lower _ number, Southold, NY 11971 the - - - - the home. learn more,visit www.hersindex.com *Relative to an average U.S.home Sligo Construction Corp. Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 41.0 $1,043 2020 New York ECCC Cooling 1.4 . $78 2018 International Energy Conservation Code Hot Water 10.4 $.264 Lights/Appliances 19.7 $980 Service Charges $120 Generation (e.g.Solar) 0.0 $0 Total: 72.5 $2,484 HERS'Index Home Feature Summary: Rating Completed by: Q NoreEnergy Home Type: Single family detached 150 Model: N/A Energy Rater: Michael Caruso Existing 140 Community: Single and Separate RESNET ID: 7960376 1Homes 130 Conditioned Floor Area: 2,133 fe Rating Company: Energy Testing Services 1:o Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Referencewo Primary Heating System: Boiler.Propane•95 AFUE 631-244-2627 Home Primary Cooling System: Air Conditioner•Electric•15.2 SEER2 90 Rating Provider: Building Efficiency Resources so Primary Water Heating: Residential Water Heater•Propane•0.95 Energy Factor 00=399-9620 70 House Tightness: 645 CFM50(1.64 ACH50) 8 Box 1769 Brevard,NC 28712 e0 Ventilation: 128 CFM•44.8 Watts(Default)•Exhaust Only sow 1 Duct Leakage to Outside: Untested Forced Air ;_40 /' This Home Above Grade Walls: R-21 30 Ceiling: Vaulted Roof,R-38f 20 Window Type:. U-Value:0.3,SHGC:0.3 10 /•1�V LGl�e cl�[� ZeroEHergy � Foundation Walls: N/A Framed Floor:. R-30 Michael Caruso,Certified Energy Rater 020""PaT lass6ern Digitally signed:10/23/24 at 10:19 AM Ekotrope • • 0. 500 Arshamoma ue Ave Southold NY HERSO Index Score: Rating r. Oct SO HERS Registry ID: 29718373S Annual Estimates: Rating Company: Electric(kWh): 4,921.6 Energy Testing.Services Propane(Gallons): 612.4 Rating Provider: CO2(Tons): 6.0 Building Efficiency Resources Rating Provider Address: Approx.Energy Cost: $2,484 PO Box 1769 Brevard,NC 28712 - Home Feature Summary: Q rn.r•u,m Single family detached,4 bedrooms,2,133 ft' ISO I Exisdng Ito Heating:95 AFUE Homes 230 Cooling:15.2 S R2 P, vo Ito Hot Water:0 5,Energ Factor Reference 300 Home 90 Air Leakag so 645 CFM5 1.64 AC 50) 70 Ventilation- ao 128 CFM• . (Default) $0—■.i'� Exhaust Only Le This Home 30 Duct LTO:Untested Forced Air 20 Above Grade Walls:R-21 m Zero Energy 0 Ceiling:Vaulted Roof,R-38 Home on"o[Iutl Window:U:0.3•SHGC:0.3 Foundation Walls:N/A .I.. . C ekotrope 4.1.13506 This report does not constffide arry wartitnty or guarantee. 1 / 500 Arshamo m- aq ue Ave Southold, NY 11971 Builder:Sligo Construction Corp. Model:N/A Community:Single and Separate THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside Untested Forced Air Foundation Walls N/A Total Duct Leakage 106 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Boiler•Propane•9S AFUE Slab N/A Cooling Air Conditioner•Electric•15.2 SEER2 Infiltration 645 CFM50(1.64 ACH50) Water Heating Residential Water Heater•Propane•0.95 Energy Factor Window U-Value:0.3,SHGC:0.3 i Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating Is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. 4 Name: Michael Caruso Signature: /�Y([C�GeC (CL}leeld' Organization: EnergyTesting Services Digitally signed: 10/23/24 at 10:19 AM Ekotrope RATER-Version 4.1.1.3506 New York E000 2020 Certificate compliance results calculated using Ekotrope RATEITs energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tobl.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. 'M Energy Testing Services 2024 Combustion Safety Testing Form Certified Home Address: 500 Arshamomaque Ave City: Southold Builder Name: Sligo Construction Corp. Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional fauns if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2024-10-21 Outdoors Temp During Test: 60 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A ,pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes Q No❑ Type: Furnace❑Boiler Il Heat Pump Q Other r] r z Ventine Tyne a Drat Sin llaee Sin llaQe CO CO Efficiency Fuel Tvpe Circle Type) Pascal (Worst Case (Natural) orst Case atural Ratint=_:95.0 N❑PD O❑EO N❑�❑M❑S� NSA Pa. Pass❑✓ Fail❑ Pass❑✓Fail❑ N/A PPM NIA Ppm Yes ❑✓ Type: Standard TankE[Indirect Tankless ❑ Size: NIA Style Common Vent❑ Water Heater Primary: No Instantaneous ✓ Commercial�SeeNote5below (Gallons ❑ ® LLl ) ) ' Stand Alone ✓� Efriciency Fuel Tvpe ee s z Ventine Tyne s Draft Spilla Spillage(Natural) CO co (Circle Type) (Pascal) (Worse Case) (Worse.Case) (Natural) EF: 0.95 N❑P❑✓ O❑E_ ] N❑M QS Q✓ N/A Pa. Pass❑✓ Fail❑ Pass✓0FailF1 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) NIA PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. d 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: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2024-10-23 INVOICE 1 l Service Address Bill To ESergyTestmg 500 Arshamomaque Sligo Construction Services Ave. Corp. Southold, NY 11971 +516.2 04-2222 cell +631 765 -5555 office . Energy Testing Services Payment terms Due upon receipt 1648 Locust Ave Unit E Invoice # 1487 "Bohemia, NY 11716 Date 08/09/2023. 'Phone:(631) 244-2627 Email: mcaruso@energytestingse.rvices.com Web: www.ehergytestingservices.com Description Total r HERS Rating a: $0.00 The Standard HERS.Rating Certification For ATypical Dwelling Includes:The Initial Consultation, Plan Review, Recommendations To'Meet The NYS.Energy Code and Local Energy Code Requirements, Thermal By-Pass Checklist(TBC) or Insulation Inspection, Final Inspection.(Blower Door Test, Total.Duct Air.Leakage Test&Combustion Safety Testing). Submittal For Confirmed HERS Rating and Final Certification of Dwelling. Manual J. $310.85' Mechanical System Design -Heat Loss,Calculations. Manual S W1. $207.23 Selection of Mechanical Equipment- Mechanical Equipment Capacity&Efficiency. Manual.D . $310.85 Duct Design Report- Mechanical Equipment Locatiiiiis, Duct Locations, CFM, Duct&Grille Sizes. Plan Review, $310.85 Provisional HERS Compliance Reports. Subtotal $1,1.39.78 Total $1,139.78 Page 1 of 4 Notes: Suffolk County Town of Southold "Providing Energy Saving Measures'Through Knowledge and Service" •I 1 ' �N Paige 2 of 4 F Energy Testing Services is to be retained to provide the following reports and services as they relate to the above-referenced project. The client is responsible for contacting our office to schedule any Thermal By-Pass Checklist or Insulation Inspection (THERMAL BY-PASS CHECKLIST OR INSULATION INSPECTION NEEDS TO BE SCHEDULED PRIOR TO DELIVERY OF SHEETROCK) and Final Test-Out Inspection. Thermal By-Pass Checklist or Insulation Inspection requirements: All Insulation, Air Seal and Fire Caulking should be installed prior to our arrival for inspection as per the provisional HERS report provided. - Sheetrock should not be delivered yet so all assemblies are accessible for visual verification. - (Optional) If all HVAC ductwork, equipment, and boots located in unconditioned space are installed and sealed as per code, a Duct Air Leakage Test may be performed upon request prior to scheduling inspection. Final Inspection Requirements: - All exterior and interior garage doors are installed with hardware and weather stripped. - All above grade and foundation windows are installed. - All attic access must be insulated and weather stripped. - All attic pull down stairs need to be insulated and weather stripped as well. (ETS can provide an Insulated Attic.Stair Cover for an additional $175.00 Installed) - Appliances (refrigerator, dish washer, etc.) should be installed or provide ETS with an appliance list containing model numbers. - All HVAC systems need to be installed and operational. - All HVAC duct work is sealed with 181-B Duct Mastic sealant or 1.81-B Metal Duct Tape. - All HVAC supply and return boots are sealed to the sheet rock or sub-floor and are accessible. - All mechanical systems are accessible. - All exterior penetrations are sealed. Required Mechanical Ventilation (Exhaust/Supply, ERV, HRV) is installed and operational with a programmable cycling timer. - IT IS REQUIRED THAT ALL MECHANICAL VENTILATION SYSTEMS ARE ENERGY STAR RATED. - It is recommended that mechanical ventilation systems are ducted with hard rigid metal ducting. * Manual J, Manual S & Manual D load calculations are based on plans provided by architect * Manual D drawings are to be used as a reference guide only. Energy Testing Services will not accept any liability or responsibility for incorrect installations *If Energy Testing Services is scheduled by the client to perform the Thermal By-Pass Checklist or Final Test-Out Inspection and finds that the project is,not ready to be tested due to items not being completed on the provided Punch List, there will be a return visit fee of$250.00 plus travel time in addition to the Final Test Out Fees* Payment Schedule: - Provisional HERS Rating (Plan Review): Payment for Provisional Paperwork is due upon Page 3 of 4 completion. = ResCheck: Payment for ResCheck report is due upon completion. - Manual J, Manual S and Manual D: Payment for Manual J, Manual S and Manual D reports are due upon completion. - Thermal By-Pass Checklist: (insulation-Inspection): Payment,is due upon completion of inspection. = Final Test-Out Inspection: Payment is due upon completion of Final Test-Out Inspection. * PAPERWORK OR FINAL CERTIFICATES WILL N.QT BE RELEASED UNTIL FINAL PAYMENT HAS BEEN RECEIVED r By signing this contract, the client agrees to the services and conditions outlined in this document. Sligo Construction Corp. r Page 4 of 4 New York ECCC 2020 UA Compliance Property Organization.-, Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold, NY 11971 Michael Caruso Mode[: N/A 631-244-2627,, a Community: Single and Separate Builder Sligo Construction Corp.500 Sligo'Construction Corp. Arshamomaque Ave Southold NY Initial House Design This report is based on a proposed design and;does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 29.9 42.9 Above-Grade Walls 133.6 137.9 Windows, Doors and Skylights 117.6 107.8 Slab Floor: r�; 0.0 0.0 Framed Floors 54.9 45.6 Foundation Walls 0.0 0.0 Rim Joists I 11.9 9.0 Overall UA(Design must be'equal or lower):. 347.9 343.2 Requirements R402.1.5 Total UA alternative compliance passes by 1.46/o. The proposed home meets the UA requirement by 1.4% ® 402:3.2 Average SHGC:.0.30 Max SHGC:0.40 Average SHGC of 0.30 is greater than the maximum of 0.40. R402.4.12 Air Leakage Testing A post construction blower door test is required to verify the air leakage meets the requirement. ® R402.5 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is [No Limit]. ® R402.5 Area-weighted average'fenestration U-Factor ® R404.1 Lighting Equipment y,, At least 90.0%of fixtures shall be high-efficacy lamps,currently 100.0%are high- ® ) efficacy. R403.6.1 Mechanical Ventilation Efficacy Mandatory Checklist m checked by Ekotrope must be met.Mandatory code requi that are not New York 2020 Mandatory Requirements must be checked as complete. _ _ be ' _ _ ® R403.6 Mechanical Ventilation Rate ® R403.3.4 Duct Leakage Testing ® R403.5.3 Hot water pipe insulation Hot water pipes at least 314 in diameter must be insulated to R-3 at minimum. Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 1.4%. Name: Michael Caruso Signature: � �tb� Organization: Energy Testing Services Digitally signed: 8/9/23 at 1:30 PM , t Ekotrope RATER-Version 4.1.1.3216 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. r ' Energy Code Inspection Checklist Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold, NY 11971 Michael Caruso Model:N/A 63.1-244-2627 Community: Single and Separate Builder Sligo Construction Corp.500 Sligo Construction Corp. Arsham.omaque Ave Southold NY Initial House Design General Building Information Conditioned•Area(sq ft) 2,133 Conditioned Volume(cubic ft) 23,582 Insulated Shell Area(sq ft) 5J70 The building energy model in Ekotrope reflects'the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code'. Slab None Present Framed Floor . Name:Cellar Ceiling(1,169 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: II • Foundation Wall None Present Above Grade Wall Name:Ambient Walls,(2,424 s.f.) R-3 continuous insulation, R-15 cavity insulation Insulation.Grade: Name:Stairwell(170 s.f.) ,P,,, R-0 continuous insulation, R-15 cavity insulation Insulation Grade: II Rim Joist Name:Ambient Rim(146 s.f.) R:30.00 1 u. 7 Energy Code Inspection Checklist Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:NIA 631-244-2627 Community:Single and Separate Builder Sligo Construction Corp.500 Sligo Constructiori'`ICorp. Arshamomaque Ave Southold NY Initial House Design Name:Ambient Band (111 s.f.) R: 18.00 911 Ceiling / Roof El Name:Sealed Attic(1,150 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: Opaque Door Name: Front(20 s.f.) R:4.25 Name:Stairwell(16.7 s.f.) R:4.25 Glazing 1, Name:f e 29.1 (29.1 s.f.), U:0.300, SHGC:0.3, 'Orientation: EAST Name:f e 29.1 (29.1 s.f.), U:0.300, SHGC:0.3, ,.Orientation: EAST Name:f e.7.8(7.8 s.f.), U:0.300, SHGC:0.3, C)rientation:EAST Name:f e 73(73 s.f.), U: 0.300, SHGC:0.3, Orientation: EAST Name: r n 20.8(20.8 s.f.), U:0.300., SHGC:0.3, Orientation:NORTH Name:b w 56.5(56.5 s.f.), U: 0.300, 'SHGC: 0.3, Orientation:WEST Name: b w 14.8(14.8 s.f.), U:0.300, SHGC:0.3,'' Orientation:WEST Name: b w 7.5(7.5 s.f.), U:0.300, SHGC:0.3, :Orientation:WEST 2 Name:b w 10(10 s.f.), U:0.300, SHGC:0.3,, Orientation:WEST Energy Code Inspection Checklist Property Organization,, a Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold, NY 11971 Michael Caruso Model: N/A 631-244-2627. Community:Single and Separate Builder Sligo Construction Corp.500 Sligo Construction.Corp. Arshamomaque Ave Southold NY ')' Initial House Design Name:I s 67.3 (67.3 s.f.), U:0.300, 'SHGC:0.3, Orientation:SOUTH . Name:I s 14.8(14.8 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for,and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only,24 hrs/day,21 Watts(Default) Mechanical Equipment System 1 -Hydro-Coil•Oil•50%Heating Load @ 86.2 AFUE System 2-Hydro-Coil•Oil•50% Heating Load @ 86.2 AFUE System 1 -A/C•Electric•50% Cooling Load @ 14.5 SEER System 2-A/C• Electric•50%Cooling Load @ 14.5'SEER Water Heater•Oil•.100% Hot Water Load @ 0.79 Ehergy Factor Air Leakage Control Test Status:To-be blower-door tested House is air-sealed as to achieve 1,179 bFM50(3Aq ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the,design Home-is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the'design home is 3 ACH50. 3 2018 IECC Infiltration limit for the'design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. rV I, Energy Code Inspection Checklist Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold, NY 11971 Michael Caruso Model: N/A. 631-244-2627 Community:Single and Separate Builder Sligo Construction Corp.500 Sligo Construction Corp. Arshamomaque Ave Southold NY Initial House Design Duct Leakage Duct System 1 NOT entirely within conditioned space,testing,,required Leakage to Outside specified as:Untested Forced Air Total Leakage specified as:4 CFM25 1100 ft2(Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage to Outside specified as: Untested Fo'fced Air Total Leakage specified as:4 CFM25 1100 ft'(Post-Construction) Duct Leakage Code Requirements for IECC 20091ECC: v. 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 Mandatory,2015,2018, &2021 IECC Prescriptive Paths: • 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. * Note: IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS'all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage.on the performance path. Project Notes MC0353 I 4 Building, Summary Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold,NY 11971 - Michael Caruso Model.NIA 631-244-2627 Community:Single and Separate Builder Sligo Construction Corp.500 Arshamomaque Ave Sligo Construction Corp. Southold NY 11971 Initial House Design Gener 1 Building Information 4 Number Of Bedrooms 4 - -- , Number Of Floors 2 Conditioned Floor Areas .ft -Has Electric Vehicle Ready Space _ No Unconditioned,attached garage?- No `- Conditioned Volume[cu.ft.] 23_,582 Total Units inilding-Bu .._ Residence Type Single'family detache' Number of Floors Ill-ilding Floor Number Model -- Community, Single_and Separate RESNETAECC AW2t118 C_limate Zone 4A IECC 2021 Climate Zone 4A J None Present Foundation Wall Library List n, � t None Present. , None Present illawl 11 !I!Illlw 115111111 Slab Library List R?1�u "' §�" ?P None Present 41. p Y F�arned Floor ',•;1 � ��'Y��;�hr��"�r #���;t ><4 ;. Name Library type Carpet R Floor Grade Surface Area Location Cellar Ceiling 30(16111.5)2(9.5)H 1 Above Grade 1,169.0 ft2 Uninsulated Unconditioned Exposed Basement • I , Building Summary Property. Organization Inspection Status 500 Atshamomaque Ave Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:NIA 631-244-2627 Community Single and Separate Builder �V Sligo Construction Corp:500ArshamomaqueAve Sligo Construction Corp. Southold NY 11971 Initial House Design Framed Floor Library List r � r;* Name Effective R•val0e 30(16111.5)2(9.5)H 25.643 Exposed Rim Joist Name Library type Surface Area Location i Ambient Band R15+3 111A ft' Exposed Exterior Ambient Rim. R30 146.0 W Exposed Exterior Rim Joist Library List Name Effective Insulation R•value R15+3 18.00 , R30 30.00 i Wall , Name Library Type Surface Color Surface Area Location Ambient Walls R15+3(1613.5)1(.5) Medium 2,424.0 ft' Exposed Exterior Stairwell R15(1613.5)2(.5)(Stairwell) Medium 170.0 it'Uninsulated Unconditioned Basement Vlfall Library List Name Effective R-value ,,, R15(1613.5)2(.5)(Stairwell) 11.421 R15+3(1613.5)1(.5) 16.659 ` Building Summary Property. Organization Inspection Status 500 Atshamomaque Ave Energy Testing'Services Results are projected Southold,NY 11971 Michael Caruso Model:NIA 631-244-2627 Community Single and Separate Builder Sligo Construction Corp.500ArshamomaqueAve Sligo Construction Corp. , Southold NY 11971 ' Initial House Design ^GlazingUy , Name, Library type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment. Wall Depth Top Bottom Assignment b w 10 (0.3010.30) Ambient Walls Yes 1 0.75 4.5 West 10.0 ft' b w 14.8 (0.3010.30) Ambient Walls Yes 1 0.75 5.2 West 14.8 ft' b w 56.5 (0.3010.30) Ambient Walls Yes 0 0 0 West 56.5 ft' b w 7.5 (0.3010.30) Ambient Walls Yes 1 0.75 3.5 West/ 7.5 ft' f e.29.1 (0.3010.30) Ambient Walls Yes 6.4' 0.75 52 East 29.1 ft' f.e 29.1 (0.3010.30) Ambient Walls Yes 1, 3.4 7.8 East 29.1112 f e 7.8 (0.3010.30) Ambient Walls Yes 3 0.75 7.2 East 7.8 it' f e 73 (0.3010.30) Ambient Walls Yes 1 0.75 52 East 73.0112 I s 14.8 (0.3010.30) Ambient Walls Yes 1 2.5 7 South 14.8 fl' 1 s 67.3 (0.3010.30) Ambient Walls Yes 0 0 0 South 67.3 ft' r n 20.8' (0.3010.30)` Ambient Walls, Yes 0 0 0 North 20.8 82 J Glazing Library List � '�{� �: Name Shgc IJ•factor (0.3010.30) 0.3 0.300 i Skylight sti None Present. ' Sic�ylight Library List r,r ;;-� � IN Mw None Present ' 3 Building Summary Property organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold,-NY 11971 Michael Caruso Model:NIA 631-244-2627 Community Single and Separate Builder Sligo Construction Corp.500ArshamomaqueAve Sligo Construction Corp. Southold NY 11971 Initial House Design Qpa`que Door ' Name Library Type Wall Assignment Foundation Wall- Emittance Solar Surface Color Surface Area Location Assignment Absorptance Front 4.25 Ambient Walls '•' 0.9 0.75 Medium 20.0 112 Exposed Exterior Stairwell, 4.25 Stairwell 0.9 0.75 Medium 16-7 ft2 Uninsulated Unconditioned Basement Opaque Door Library isNow Name Effective R-value, 4.25 4.25• . Si. ' Roof Insulation 4�� ���• Name Library Type Attic Exterior Area[ff2] Clay or Concrete Root Surface Color Surface Area Location Tiles Seated Attic SA R30(16/9.5)1(8"OCF) 1,150 No Medium 1,150.0 ft2 Vaulted Root Name Has Radiant Barrier Effective R-value SA No 26.82 R30(16/9.5)1(8.00F) ! Wlole House Infltration ° �""' �� �` Infiltration Measurement type Shelter Ctass I 3 ACH at-50 Pa To be blower-door tested 4 . 4 Building: Summary Property Organization '!; Inspection'Status 500ArshamomaqueAve Energy Testing Services Results are projected Southold,NY 1197.1 Michael Caruso Model:NIA 631-24,1-2627 Community Single and Separate Builder Sligo Construction Corp.500 Arshamomaque Ave Sligo Construction Corp. Southold NY 11971 Initial House Design .Y. °ttia �61'`11fii. 'r `'4r R'• .�.rr7"' 4 .r wr .1'Fa.' � .e'. Ventilation type Ventilation Rate(it' Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer I Minute] per day three hours Percent 1, Exhaust Only 60 CFM '24 21 Watts(Default) Yes 0 TBD TBD t_ightmg y'x i44i p, `4,h„ ''�: %o'Interior Fluorescent- %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting - Lighting Lighting Lighting 0 100 0 100 0 0 pi '•�.4 J ..t�. ."' k# ,�h,, ` ryi g •Y y r 'e:F r., i�7{r;`w +t .On �. ..... .*��'�a. 'u F ,J•Y k 1't 'i- � ,5°, ��.sr 3 1 c•s �� „�y e� ..-x'v,". None Present i - ' rS`r x�"'. •�. c ''Nf r crr. tFrzi' �,w,. s i, z= a �. , ro s..tt 'T4x ri'. �, ♦ 1; �; x.e�. cc3 2 I drK^ 4;Ar 1• €. ''iiX°kyn �' - +" N` i 5 i" r: Onsite�Generat]on��L]brary None Present Soiar,"GenerationRrT4 � V. None Present x y 20 6.f h 4 ' k' 'I ,. 7�j(;`.4.x` '.' :R' 1 '1:M A i*'d•.. ''�'.` °�j' h:. S None Present Dehumid�fier'L brabRI4rSt " i� .m�e ., `n .. ,r None Present 1 ! 5 I . Building. Summary - Property Organization Inspection Status 500 Aishamomaque Ave Energy Testing Services ,ii Results are projected Southold,NY 11971 Michael Caruso Model:NIA 631-244-2627 Community:Single and Separate Builder Sligo Construction Corp.500 ArshamomaqueAve Sligo Construction Corp. Southold NY 11971 Initial House Design RM ...V House Fan ` ```� '" s ;r � • ^ r, � , t 4 None Present 1:: .r ��. 1Nhole House Falr ,Libra`ry fist , w: Ell None Present Conditioniing Equipment r h!! ig K. Name Library type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load System 1-A/C 14.5 SEER 18k 0% 50% 0% Unconditioned Basement/Crawlspace System 1-Hydro-Coll 86.2AFUE 60K Hydro- 50% 0% 0% Unconditioned Coil(0) Basement J Crawlspace System 2-A/C 14.5 SEER 16k 0% 50% 0% Conditioned/Sealed Attic System 2-Hydro-Coll .86.2 AFUE 60K Hydra 50% 0% 0% Conditioned/Sealed Coil(0)' Attic Water Heater 0.79 EF 50 Gal Oil - 0% 0% 100%. Unconditioned Basement/Crawlspace q ,''' •E`a ��J.10.t q;..� Tyo' 1111cl "Imil Ga177'oil r. �' tf ' x ;, k •,;, I ; Equipment Type _ .___ _ Residential Water Heater Fuel Type Oil - Dlsb ibution Type _ Hydroriic Delivery(Radiant)- Hot Water Efficiency 0.79 Energy:Factor 'Egwpment Typ$e� 14:5 SEER1i$k�� ;r 1 Equipment Type _ Air Conditioner Fuel Type. - _ - Electric Distribution Type Forced Air Motor Type ECM( ariable Speedj11 Heat Pump System Type _ _ Unspecified Cooling Efficiency 14.5 SEER Cooling Capacity[kBtuJii]- __- 18 6 BuJiding, Summary Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso' Model:NIA 631-244-2627 Community Single and Separate Builder Sligo Construction Corp.500ArshamomaqueAve Sligo Construction Corp. Southold NY 11971 l ; Initial House Design Equ�pmentwType `86�2xAF.UE 60K`Hydro Coil (0) F Equipment Type Fuel Type _ Oil Distribution Type _Hydronic Delivery(Radiant) Heating Efficiency 86.2AFUE ' Heating Capacity[kBtulh]. - -- gp Use default EAE Yes Distrribution System> ;�'. - .�. Distribution Type Heating Equipment System 1-Hydro-Coil Cooling Equipment _ -- - -W44 -System 1--,QC Sq.Feet Served - 1,139 ;'g #Retum Grilles 1 - ;-- _._ Supply Duct R Value 8 Return Duct R Value _. Supply Duct Area[ftJ 307.53-_ Retum Ductkea[ftg- ~- — -_- 56.95 --- Leakage-to Outdoors Untested Forced Air Estimated Lt0 - -- -- `45.5fi CFM25• - - .__ I Total Leakage 45.56 CFM25 01 - Total Leakage Duct Test Conditions_ �_—`Post-Construction Use Default Flow Rate Duct 1 Duct Location Basement(insulated basement Ceiling) Percent Supply Area__' _-- , --�- 100 , - - _ Percent Return Area 100 Duct 2 - Dud Location _ Condif6ried-Sp_ace PercentSupplykre Percent Return Area 0 Duct 3 -- - Dud Location - Conditione&Space - - - PercenfSupplyArea� _-�_--_. . -�-.,___. ----0 - - ,- -------. -,,;�------- , Percent Return Area 0 Duct4 Ducf Location - - Conditioned'Space Percent Supply Area 0___ - l Percent Retum Area 0 - Duct ---- Dud Location _ Conditioned;Space Percent SupplyArea �, Percent Return Area 0 Duct 6 Duct Location Conditioned Space PercenfSupplyArea_-_ •_ ____ _ -�------.�. __ -.._____.,�:__,. . ._ .__:.._..____I Percent.Return Area 0 7 Building Summary Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:NIA 631-244-2627 Community.Single and Separate '•' Builder • ''J! Sligo Construction Corp.500ArshamomaqueAve Sligo Construction Corp. Southold NY 11971 Initial House Design DstributiAon'Sy�stem'���� Distribution Type Forced Air Heating Equipment System 2-Hydro_-_Coil Cooling Equipment'-- y System_2-A1C- Sq.Feet Served 994 i #Return Grilles - -- -1 Supply Duct R Value 8 Retum Duct RValue ------` _ .. _ ..__..__._..-.8... Supply Duct Area[ftq 268.38 Return Duct Area[ft2J _- _ . _ _ _ 49.7 '. Leakage to Outdoo_rs Untested Forced"Air Estimated 1-10 12.50 CFM25 Total Leakage 25 CFM25 . Total Leakage Dud Test Conditions _ Post-Constriction Use.Default Flow Rate Yes Ducti`- -------- -------- ...__..-�-__-----.---- - '---•--•----- ----- - -------- ---. - ----------4 - - _ -- - Duct Location Conditioned Attic(insulated walls and - roofdeck) : PercentSupplyA[ea,_ _- -- -_. ._..___-_---- 1t)0--- --- -- -�,�. -- ---- --- _- -- -- --- _-, -. _ -._. _ _ _- _ Percent Return Area - 100 - - - - Duct2 ------------- -- --_- _ __.----------, Duct Location Conditioned Space -- - Percent Supply Area'-----=.___ -__--_-_-..0 Percent Return Area 0 Dud 3 -- - - --- - - Duct Location - - -- -_ --Conditioned Space - - - ----- Percent Return Area 0 t4 Duc ---- - _.--_-._ _ Duct Location "_ Condftioned•Space PercenfSupplyArea_ Percent Return Area Ducf S Duct Location Conditioned'8pece 0 ` Percent Return Area 0 Dud6 - Duct Location Condiffoned:Space Percent SupplyArea.- -._. . . -- - 0 - — -- _ - Percent Return Area -0 e Af HVACGrading M/AC- radingNotConducted^ Ce�linff Fan .p. Has Ceiling Fan No Cfm Per.Watt 70.42253521 8 i Building Summary> Property Organization ' Inspection Status 500ArsnamomaqueAve Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:NIA 631-M-2627 Community:Single and Separate Builder,, Sligo Construction Corp.500ArshamomaqueAve Sligo Construction Corp- rrl Southold NY 11971 Initial House Design i Water.Fixture Type Standard Use Default Hot Water Pipe_Length _ No Hot Water Pipe Length_[ft] _ 55 - At Least R3 Pipe Insulation? Yes Hot Water Recircuiation Systernl" .- No'- Recirculation System Pipe Loop Length[ft] 170 Drain Water Heat Recovery? No i Clothes D y r F ". Cef - 3.01 -- Fuel Type Electric - - - Field Utilization`-""`-____-__. _..._._.____._ Times ontrols ``--•-��-� -`- '- Is Outside Conditioned Space---_ -- --No - -— -- -- Clothes Dryer Availab_le_ _ - Yes _ I Defaults Type - - - HERS%Reference '.�ralt:z rt Six r p W80 k hesWas ; �'a a Label Energy Rating 400 k1Nh/Year Annual Gas Cost $27.00 - - -- - ---- ---- ------.n .-- - Electric Rate. $0.12/kWfi___ _____---- --_._--------.----; Gas Rate _ _ _ $1.09frherm Capacity- 3 _ ---- - ---- . Imef 1- ----- - -_- - — - _ -- - DefaulLs T e "--- ---- --- ------- ---,_ yp - _ _ HER Reference Load ___----_-- --_, LoadsPer Week-`_ ----- - 6`_. ..... ;_.•._ "--__._____ -__--_-- _-__-_. Is Outside Conditioned Space No Dishwasher rti, a " yet„ ° Yuea°' � Dishwasher Efficiency 467 kWh i Dishwasher Size Standard Annual Gas.Cost Electric Rate Gas Rate -_- ----- --_- - ` _$1.09lTherm Is Outside_Conditioned'Space No i %Pil 9 I Building Summary . Property. Organization Inspection Status 500AtshamomaqueAve Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model.N/A 631-244-2627 Community Single and Separate Builder Sligo Construction Corp.500ArshamomaqueAve. Sligo Construction Corp. Southold NY 11971 Initial House Design Appliances and Confrols � � Progrd6rfi6b1e thermostat? Range/Oven Fuel Electric -- -- - , Convection Oven? Induction Range? J No u; Rahge/Oven Outside Conditioned Space? ,. No Refrigerator Consumption 661 kWti/Year Refrigerator Outside Conditioned Spe6e—T No Notes ,` } ,MRSW-WO MC035.3 , tl$ i ,ll, 10 Load Short Form Job: MC0353 Date: Aug 09,2023 g Ing Entire House By: Michael A.Caruso �® Energy Testing,Serviees' 1648 Locust Ave Suite E.Bohemia,NY 11716 Phone:631-244-2627,,Email:mearuso@energytestingservices.com Web:www.energytestingservices.com License:7960376 "U Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 12 84 . Method Blower door Inside db(°F) 68 75 Shielding/stories 3'(partial)/2 Design TD (°F) 56. 9 Pressure/ACH/AVF 50 Pa/3.0/938 cfm Daily range - M Inside humidity(%) 50 50 =!,. Moisture difference (gr/lb) 43 31 HEATING EQUIPMENT, COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0. 'F Total cooling 0 Btuh Actual air flow 0 cfm !' Actual air flow 0 cfm Air flow factor 0 -cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Sys 2-2nd Floor 1000 13948 10039 500 500 Sys 1-1st Floor 1131 11460 12349 600 600 Entire House 2131 25408 22389 1100 1100 Other equip loads !. 0 0 Equip. @ 0.89 RSM 19971 Latent cooling 1 3330 TOTALS I 2131 I 25408 I 23301 I 1100 I 1100 1 Calculations approved by ACC/ to meet all requirements of Manual J 8th Ed. - 1'-wrilghfsoff 2023-Aug-09 13:28:30 .�=<.,a..�•�.-r.-., Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 �+� ...orp.500 Arshamomaque Ave Southold NY 11971.rrbp Calc=MJ8 Front, oor faces: E Load Short Form j, Job: MC0353 Date: Aug 09,2023 e �saae Sys 1- 1st Floor By: Michael A.Caruso a� Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mraruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 12 .84 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 56 9 Pressure/ACH/AVF 50 Pa/3.0/938 cfm Daily range - M Inside humidity(%) 50'. 50 Moisture difference(gr/lb) 43 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 86 Cond SEER 14.5 J AHRI ref Ir Coil AHRI ref Efficiency 86 AFU'E Efficiency 12.2 EER, 14.5 SEER Heating input 16304 Btuh Sensible cooling 12600 Btuh Heating output 15000, Btuh Latent cooling 5400 Btuh Temperature rise 23 °F Total cooling 18000 Btuh Actual air flow 600.1 cfm Actual air flow 600 cfm Air flow factor 0.052 cfm/Btuh i, Air flow factor 0.049 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg,load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Dining Rm 1181 2506 3145 131 153 Kitchen 115 885 2601 46 126 LAV. 42 1019 571 53 28 Laundry 20 0 0 0 0 Bath 1 60 716 253 38 12 Bed Rm 4 199 2275 2452 119 119 Living Rm 401 4058 3327 212 162 Stairs 30 0 0 0 0 Hall 84 - 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -wlrightsoft- 2023-Aug-09 13:28:30 !� Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 2 AIDE ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MA Front Door faces: E Sys 1-1st Floor 1131 11460 12349 600 600 Other equip loads 0 0 Equip. @ 0.89 RSM 11016 Latent cooling 2472 TOTALS I .11,31 I 11460 I 13488 i 600 I 600 1 , I I 1 i I I , . 1 01, I I. v' I I I I ,I I. I I 1n. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - I t - wrightsoft- 2023-Aug-0913:28:30 Right-Suite®Universal 2023 23.0:01 RSY,,30008 Page 3 orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 'Front Door faces: E I rll I Load Short Form Job: MC0353 Date: Aug 09,2023 erasctng Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services''' 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 I Design Information Htg dig Infiltration Outside db(°F) 12 84 , 'y Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD(°F) 56 9 Pressure/ACH/AVF 50 Pa,/3.0/938 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference (gr/lb) 43 31 HEATING EQUIPMENT. COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 86.0 Cond SEER 14.5 AHRI ref Coil AHRI ref Efficiency 86 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 16304 Btuh Sensible cooling 10500 Btuh Heating output 15000 Btuh Latent cooling 4500 Btuh Temperature rise 27 °F - Total cooling 15000 Btuh Actual air flow 500 cfm Actual air flow 500 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.92 1 , ROOM NAME Area Htg•load Cig load Htg AVF Clg AVF (ft (Btuh) (Btuh) (cfm) (Cfm) M. Bed Rm 409 'u; 5498 3717 197 185 M.WIC 67 1287 180 46 9 M. Bath 100 1131 659 41 33 Bath 2 52 652 452 23 23 Bed Rm 3 154 2688 2372 96 118 Bed Rm 2 159 2693 2660 97 132 Hall 2 60 0 0 0 0 I, 'I Calculations approved by ACCA-to meet all requirements of Manual J 8th Ed. -01d- WI'i91IItsoft, 2023-Aug-0913:28:30 AZ-- ..�y.v,., Right-Suite@Universel202323.0.01 RS630008 Page4 v ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ6.,Front Door faces: E • 1, Sys 2-2nd Floor 1000 13948 10039 500 500 Other equip loads 0 0 Equip.@ 0.89 RSM 8955 Latent cooling 858 TOTALS 1 1000 1 13948 1 9813 1 500 1 500 ;1 .I . Ali ' 1 Ali I ,II Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2023-Aug-09 13:28:30 d! ..,.•,. ...�.n.v-� Right-Suite®Universal�202323.0.01 RSU30008 Pages J'M1r .,,orp.500 Arshamomaque Ave Southold NY 11971.rup I Calc=MJ8 Front Door faces: E 1 I • i Loads for Multiple Orientations Job: MC0353 Date: Aug 09,2023 e $oscine Entire House By: Michael A.Caruso CC Energy Testing'Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque,Ave, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (°F) 68 75 Elevation: . 67 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(°F) 12 84 Infiltration: Dailyrange(°F) - 18 ( M ) Wet bulb(°F) - 71• Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 17443 19464; 19971 19718 17931 20556 20035 19173 Latent Load (Btuh) 3330 '3330 3330, 3330 3330 3330 3330 3330 Total Load (Btuh) 20773 22794 23301 23049 21261 23886 23366 22503 Heating AVF(cfm) 1100 1100 1100 1100 1100 1100 1100 1100 Cooling AVF(cfm) 1100 1100 1100 1100 1100 1100 1100 1100 Building Orientation Cooling Load 1 ' 1 0 ' N NE E ', 5< S SW W NW Drection Hurt Doxfaces Current Orientation: Front Door faces East 1, Highest Cooling Load: Front Door faces Southwest i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft- 2023-Aug-0913:28:30 Right-Suite®Universal 2023 23.0.01 RSU3000B Page 1 ACC& ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MA Front Door faces: E Loads for Multiple Orientations Job: MC0353 Date: Aug 09,2023 E '�s Sys 1- 1st Floor; By: Michael A.Caruso Energy Testing,Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627.,Email:mcaruso@energyteslingservices.com Web:www.energytestingservices.com.License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (°F) 68 75 Elevation: 67 ft Design TD ff) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling , Moisture difference(gr/lb) 43.0 30.6 Dry bulb(°F) 12 84� ' Infiltration: Dailyrange (°F) - 18 ( M ) Wet bulb(°F) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northwast East Southeast South Southwest West Northwest Sensible Load (13tuh) 9753 10825 11D16 10880 10060 11257 10733 10606 Latent Load (Btuh) 2472 2472 2472 2472 2472 2472 2472 2472 Total Load (Btuh) 12225 13297 13488 13352 12532 13730 13205 .13079 Heating AVF(cfm) 600 600 .,'000 600 600 600 600, 600 Cooling AVF(cfm) 600 600 600 600 600 600 600 600 Building Orientation Cooling Load 1 1 , i 0 N NE E' 1, S W MN [fraction Front a:crfaxs Current Orientation: Front Door faces East Highest Cooling Load: Front Door faces Southwest I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright9oft"° 2023-Aug-09 13:28:30 �'�- .�.+•„ I.�, Right-Suite®Universal,202323.0.01 RSU30008 Paget XC - ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 :Front boor faces: E Loads for Multiple Orientations Job: MC0353 Date: Aug 09,2023 Sys 2- 2nd Floor By: Michael A.Caruso aC Energy Testing Services , 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Sligo Construction Corp. 500 Arshamornaque Ave, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (7) 68 75 Elevation: 67 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(°F) 12 84 Infiltration: Dailyrange (°F) - 18- ( P1 ) Wet bulb(°F) - 71 Wind speed (mph) 15.0 I 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 7690 6639 8955 8838 7963 9299 9331 8590 Latent Load(Btuh) 858 858 •1858 858 858 858 858 858 Total Load (Btuh) 8548 9497 9813 9696 8821 10157 10189 9448 Heating AVF(cfm) 500 1500 600 500 500 500 500 500 Cooling AVF(cfm) 500 500 '500 500 500 500 500 500 Building Orientation Cooling Load 1 1 I ; 0 N NE E g S SUV W NN i D ectiat Fiat Daafa.es Current Orientation: Front Door faces East Highest Cooling Load: Front Door faces West Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft`° 2023-Aug-09 13:28:30 Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 3 1 + ..:orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E Building Anal pis Job: MC0353 Y Date: Aug 09,2023 *V;121 Ell tire HOUSL' By: Michael A.Caruso Energy Testing-Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave,Southold, NY•11971 I Design • • • Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature(°F) 68 75 Elevation: 67 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating 'Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(7) 12 : 84 Infiltration: Dailyrange (°F) - 18. ( M ) Method - Blower door Wet bulb(°F) - 71 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/938 cfm • Component Btuh/ftz Btuh %of load Walls 4.0 7932 31.2 acts Glazing 16.8 .5789 22.8 Doors 21.9 459 1.8 WAIS\ Ceilings 2.4 2667 1:0.5 Floors 0 ,0 0 Irfiltralicn Infiltration 2.6 6035 23.8 Ducts 2525 0.9 Piping 0 0 Humidification 10 0 Ventilation 0 0 Adjustments 0 oaar� ana Calirgs Total 25408 100.0 -Component Btuh/ftz Btuh %of load Walls 0.8 1513 6.8 VAIS Glazing 25.6 881,8 39.4 Doors 8.5 119 ,0.8 Ceilings 0.6 663 b.0 Floors 0 '0 0 `IrbTdGirs Infiltration 0.2 454 2.0 Qa�rB Ducts 922 4.1 Ventilation 0 .11".0 Internal gains 9840 44.0 Blower 0 0 Adjustments .0 � Total 22389 10,0.0 Celings Irfilti� Latent Cooling Load=3330 Btuh Overall U-value=0.154 Btuh/ft2°F, Window/Floor Area=16.1 % Data entries checked. .'q' =11ghtsofV 2023-Aug-09 13:28:30 •» ^»--r•-9-• Right-Suite@ Universal RSU30008 7CIk Page 1 Jam• ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJB Front"door faces: E 1 Building Analysis Job: MC0353 Y Date: Aug 09,2023 Sys 1- 1st-Floor, By: Michael A.Caruso Sernecs Energy Testing Services.,i; 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave,Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 68 75 Elevation: 67 ft Design TD (T) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling :'u. Moisture difference(gr/lb) 43.0 30.6 Dry bulb(T) 12 84 Infiltration: Dailyrange(TF) - 18 ( M ) Method Blower door Wet bulb(T) - 71 Shielding./stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/938 cfm Component Btuh/ft2 Btuh %of load Walls 4.0 3753 .32.8 Ducts Glazing 16.8 3175 ft7 Doors 21.9 459 4.0 MIS Ceilings 2.4 398 2.7 \ IrfilMon Floors 0 0 0 Infiltration 2.6 2950 25.7 Ducts 813 7.1 Piping 0 0 Humidification 0 0 Ventilation 0 0 S Adjustments 0 410 was Total 1 11460 100.0 aa"9 Component Btuh/ftz Btuh ' %of load Walls 0.8 716 5.8 VIAIs Glazing 25.5 4820 39.0 1 Doors 8.5 179 1.5 Ceilings 0.6 77 0.6 Floors 0 0 ',Ir 0 Infiltration 0.2 222 1.8 Irte> Girs Ducts 201 1.6 Ventilation 1 0'. 0 Internal gains 6135 49.7 Blower 10 0 Adjustments 0 Total 12349 100.0 tits Latent Cooling Load=2472 Btuh Overall U-value=0.077 Btuh/ft2 T, Window/Floor Area=16.7% Data entries checked. -ri* Mi ightsOft` 2023-Aug-0913:28:30 -• Right-Suite®Universal 2023 23.0.01 RSU30008 �� Page 2 .91. ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E r , Building Analysis. Job: MC0353 Date: Aug 09,2023 Sys 2-2nd Floor By: Michael A.Caruso SfMU-S Energy Test!ng,Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energyteslingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature ('F) 68 75 Elevation: 67 ft Design TD(°) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(°F) 12 84: u, Infiltration: Dailyrange(°F) - 18 ( M ) Method Blower door Wet bulb(°F) - 71 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 ; 7.5 Pressure/ACH/AVF 50 Pa/3.0/938 cfm Heating , Component Btuh/ft2 Btuh - % of load Walls 4.0 4179 30.0. Ducts Glazing 16.8 2614 18.7 Doors 0 .0 0 wils" Ceilings 2.4 2359 16.9 Floors 0 0 0 _i file Infiltration 2.6 3085 22.1 Ducts 1712 1,2.3 Piping .0 0 Humidification 0 0 Ventilation 1 0 0 Adjustments 0 Gad 110-1 Total 13948 100.0 1i Cooling Component Btuh/ft' Btuh %of load Walls 0.8 797 7.9 VVIIS Glazing 25.7 3998 39.8 Doors 0 ,0 0 Ceilings 0.6 586 5.8 Irbrd Cirs Floors 0 ,10 0 Infiltration 0.2 232 ,?.3 Ducts 721 7.2 Ventilation '0 0 Qair" Internal gains 37,05 36.9 Blower 0 0 Adjustments 0 Total 10039 100.0 Irfiltrsbm (alirgs Latent Cooling Load=858 Btuh Overall U-value=0.239 Btuh/ft22F, Window/Floor Area=15.5'% Data entries checked. ti -Flall-wrigFrtsot�e' I, 2023-Aug-0913:28:30 Right-Suite®Universa1.2023 23.0.01 RSU30008 Page 3 ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Doorfaces: E Project Sum, Job: MC0353 J Date: Aug 09,2023 '"'"s Entire House By: Michael A.Caruso C° Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Promect Information For: Sliggo Construction Corp. 500 Arshamomaque Ave,'Southold, NY 11971 Notes: HERS Rate1#7660376 , Design Information Weather: , Westhampton Gabreski, NY, US Winter Design Conditions '' Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary ' Sensible Cooling Equipment Load Sizing Structure 22883 Btuh Structure 21467 Btuh Ducts 2525 Btuh Ducts 922 Btuh Central vent(0 cfm) 0 Btuh Central vent'(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25408 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 19971 Btuh Method !Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)./2 Pressure/ACH/AVF 50 Pa/3.b/938 cfm Structure 2383 Btuh Ducts 947 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 2131 2131 `�, Equipment latent load 3330 Btuh Volume(ft3) 18770 18770 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 23301 Btuh Equiv.AVF(cfm) 98 ' 45 Req.total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency I h1a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor D cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O " Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approyed by ACCA to meet all requirements of Manual J 8th Ed. -Ofil r151hlbsc fC 2023-Aug-09 13:28:31 rp.500 Arsh Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 ...oamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E I ,f q Job: MC0353 Project Summary Job: Aug 09,2023 G.gylcssmp Sys 1- 1st Floor By: Michael A.Caruso Ya-nces -Energy Testing Services.,,, 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627, Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Proiect Information For: Sliggo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Notes: HERS Rater#7960376 Design Information Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 'F Outside db 84 'F Inside db 68 °F Inside db 75 'F Design TD 56 °F: Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10647 Btuh Structure 12148 Btuh Ducts 813 Btuh Ducts 201 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none ' Humidification 0 Btuh Blower e) 0 Btuh Piping 0 Btub ' Equipment load 11460 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration 1,; Equipment sensible load 11016 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3.i�/938 cfm! Structure 1906 Btuh Ducts 566 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1131 1131 Equipment latent load 2472 Btuh Volume(ft3) 9361 9361 Air changes/hour 0.31 0.14 Equipment Total Load (Sen+Lat) 13488 Btuh Equiv.AVF(cfm) 48 22 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 86 Cond SEER 14.5 AHRI ref Coil AHRI ref Efficiency l 6 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 16304 Btuh Sensible cooling 12600 Btuh Heating output 15000 Btuh Latent cooling 5400 Btuh Temperature rise 23 'F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0'052 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.60 in.H20 Static pressure 0.60 in H2O Space thermostat :'1; Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrlght8ot�t' Rig 202323.0.01 RSU30008 2023-Aug-09 13:28:31 a���- +•-..,--.-. Universa1 ...orp.500 Arshamomaque Ave Southold NY 11971.rup calc=MJ8 'Fronf boor faces: E Paget Project Surrimar Job: MC0353 Y" lr. Date: Aug 09,2023 Sys 2-2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627,Email:mcaruso@bhergytestingservices.com Web:www.energytestingservices.com License:7960376 Prowect Information For: Sliggo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Notes: HERS Rater#7960376 Design Information Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 84 °F Inside db 68 °F l Inside db 75 °F Design TD 56 °F Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12236 Btuh Structure 9319 Btuh Ducts 1712 Btuh Ducts 721 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humnone idification 10 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13948 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 8955 Btuh Method Blower door ''' Latent Cooling Equipment Load Sizing Shielding/stories 3,( artial)/2 Pressure/ACH/AVF 50 Pa/3.�/938 cfm Structure 477 Btuh Ducts 381 Btuh Central vent`(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1000 1000 Equipment latent load 858 Btuh Volume (fP) 9409 .9409 Air changes/hour 0.32. 0.15 Equipment Total Load(Sen+Lat) 9813 Btuh Equiv.AVF(cfm) 50 23 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 86.0 Cond SEER 14.5 AHRI ref Coil AHRI ref Efficiency 86 AFUE� I,, Efficiency 12.2 EER, 14.5 SEER Heating input 16304 Btuh Sensible cooling 10500 Btuh Heating output 15000 Btuh Latent cooling 4500 Btuh Temperature rise 27 °F Total cooling 15000 Btuh Actual air flow 500 cfm Actual air flow 500 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rk-•wrightsoft- 2023-Aug-0913:28:31 ,w...,<,_.... Rig ht-SuiteeUniv,ersal202323.0.01 RSU30008 Page ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: MC0353 Date: Aug 09,2023 E"ergy Tctitg S �/ys I- 1st Floor By: Michael A.Caruso. Sanues Energy Testing Services . 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627.Email:mcaruso@'energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave,Southold, NY 1197.1 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gaip: 12349 Btuh Entering coil DB: 75.1°F Outdoor design WB: 71.4°F Latent gain: 2472 Btuh Entering coil WB: 62XF Indoor design DB: 75.0°F Total gain: 14822 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 14.5 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102%of load: Latent capacity: 5400 Btuh 218%of load Total capacity: 18000 Btuh 121%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 11.9°F Heat loss: 'l' 11460 Btuh Entering coil DB: 67A F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: AFUE 86 Actual airflow: 600 cfm Output capacity: 15000 Btuh 131%of load Meets all requirements of ACCA Manual S. +il 1 wrightsoft' 2023-Aug-09 13:28:31 Right-Suite@ U niverstal 2023 23.0.01 RSU30008 Page 1 Ic ..orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8'Front-Door faces: E Manual S Compliance Report Job: MC0353 Date: Aug 09,2023 es E`sn`rc r"s Sys 2-2nd Floor By: Michael A.Caruso Energy Testing,Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Sligo Construction Corp. 500 Arshamomaque Ave,.Southold, NY 11971 i Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 10039 Btuh Entering coil DB: 75.0'F Outdoor design WB: 71.4°F Latent gain: 858 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F jotal gain: ' 10897 Btuh Indoor RH: 50% Estimated airflow: 500 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split AC Manufacturer: Generic Model:'SEER 14.5 Actual airflow: 500 cfm Sensible capacity: 10500 Btuh 105%of load Latent capacity: 4500 Btuh 524%of load Total capacity: 15000 Btuh `38%of load 1 SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 11.9°F •'Heat loss: 13948 Btuh Entering coil DB: 67.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler u; Manufacturer: Generic Model: AFUE 86.0 Actual airflow: 500 cfm Output capacity: 15000 Btuh 108%of load Meets all requirements of ACCA Manual S. ti -014- wrightsoftw 2023-Aug-0913:28:31 Right-Suite®Universal 2023 23.0:01 RSU30008 Page 2 ..orp.500 Arshamomaque Ave Southold NY 11971.rup l Calc=MJ8 Front Door faces: E I • I Form Residential - - - • for HVAC System Design (Loads, Equipment, Duct 15 Mar 09 ACC Pr Coigfbreadasolane w Si Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual A Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form`(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): t500 Arshamomaque Ave, Sys 1- 1 st Floor HVAC LOAD CALCULATION ,0 Design Conditions BOtding-Constr_uctionAnf_or_m.ation Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces East North,East,West,South,Northeast,Northwest,Southeast,Southwest Indoor temperature: 68 IuF Total heat loss: 11460 Btuh Number of bedrooms: 1 Conditioned floor area: 1131 ft' Summer Design Conditions Number of occupants: 5 Outdoor temperature: 84 °F Indoor temperature: 75 °F Windows Rost Grains difference: 31 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 13845 Btuh Internal shade: none F Latent heat gain: 2772 IBtufl Blinds,drapes,etc. Depth Window Total heat gain: 16616 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Reating-EquipmentData CoHoIingFquipmentData B1_ower_Data Equipment tpe: Oil boiler I Equipment type: Split AC Heating cfm: 600 urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 600 Model: . Generic Model: Generic Static pressure: 0.60 in H2O AFUE 86 SEER 14.5+ Fan's rated external static pressure for design airflow Heating output capacity: 1d5000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: p Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh I HVAC DUCT DISTRIBUTION SYSTEM DESIGN ( •1 Design airflow: 600 cfm Longest supply duct: 316 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 115 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 431 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0,�8 in/100ft Branch duct: Sheet metal Friction Rate=ASP+(TEL x I I declare the load calculation,equipment,equipment selection and duct 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: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist - -wrightsoft! �•-•�- .�- Right-Suite@ Universal 2023 23.0.01 RSU30008 • .I Residential Plans Examiner Review • Form ACCK. for HVAC System Design (Loads, Equipment, Ducts 15 Mar 09 Arcu�o y.]t`Jrmadrrseiw Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes' ❑ No ❑ Building plan#: t; Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 500 Arshamomaque Ave,Sys 2-2nd Floor i r HVAC • 'D CALCULATION (IRC M1401 Design Conditions Building Constr_uctionJafor_mation Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces East Indoor temperature: 68 of North,East,west,south,Northeast,Northwest,Southeast,Southwest Total heat loss: 13948 iBtuh Number of bedrooms: 3 Conditioned floor area: 1000 ftz Summer Design Conditions Number of occupants: 0 Outdoor temperature: 84 °F Indoor temperature: 75 T Windows Roos Grains difference: 31 gr/lb @50% RH ?�,Eave overhang depth: 0 ft �. Sensible heat gain: 11255 Btuh Internal shade: none Blinds,drapes,etc. Latent heat gain: 962 Btuh oeplh Window Total heat gain: 12217 iBtuh Number of skylights: 0 EQUIPMENTHVAC • , • Neating_Equipment_Data Cooling_Equipment_Data Blower-Data Equipment tpe: Oil boiler Equipment type: Split AC Heating cfm: 500 urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 500 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 86.0 SEER 14.5+ Fan's rated external static pressure for design airflow Heating output capacity,: J5000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN ( •1 Design airflow: 500 cfm Longest supply duct: 295 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 68 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective,length(TEL): 363 ft Available static pressure(ASP): 0.25 in H2O Friction'�ate,�' 0, g in/100ft Branch duct: Sheet metal Friction Rate=ASP-JEL x(1R declare the load calculation,equipment,equipment selectionand duct design were rigorously performed based on - building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: i • Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsof#' -• Right-Suite®U niversal 2023 23.0.01 RSU30008 Duct System Summary Job: MC0353 Date: Aug 09,2023 ErT�autn� Sys 1- 1st Floor By: Michael A.Caruso �� Energy Testing,,Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627'Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 I Project • • For: Sligo Construction Corp. 500 Arshamomaque,Ave, Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.1847b.066 in H2O 0.184/0.066 in H2O Lowest friction rate 0.058 in/100ft 0.058 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 431 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln (ft) Ln (ft) - Trunk Bath 1 h 716 38 12 0.065 5.0 Ox 0 ShMt 38.0 245.0 st5 Bed Rm 4 c 2452 119 119 0.058 7.0 Ox 0 ShMt 51.0 265.0 st5 Dining Rm c 3145 131. 153 0.063 8.0 Ox 0 ShMt 48.0 245.0 st6 Kitchen c 2601 46 126 0.059 8.0 Ox 0 ShMt 38.0 275.0 st5 LAv: h 1019 53 28 O.t061 6.0 Ox 0 ShMt 46.5 255.0 st5 Living Rm h 2029 106 81 0.064 7.0 Ox 0 ShMt 41.0 245.0 st6 Living Rm-A h 2029 106 81 0.101 6.0 Ox 0 ShMt 11.5 170.0 st2 Supply Trunk DetailTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk Sty Peak AVF 256 '286 0:058 514 9.6 8 x 10 ShtMetl st2 st2 Peak AVF 600 600 0.058 600 12.7 8 x 18 ShtMetl .st6 Peak AVF 237 • 234 0.063 427 8.8 8 x 10 ShtMetl st2 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x 31 600 600 114.5 .0.058 561 14.0 Ox 0 ShMt Bold/italic values have been manually overridden - -we-ightsoft- . 2023-Aug-09 13:28:31 a•„-w.,a,..pt.�.v Right-Suite®Universal 2023 23,0.01 RSU30008 Pagel ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJB Front Door faces: E . I Duct System Summary Job: MC0353 Date: Aug 09,2023 r ling Sys 2- 2nd FIOOP By: Michael A.Caruso �® Energy Testing'Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@'energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure li 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.203/0.047 in H2O 0.203/0.047 in H2O Lowest friction rate "0.069 in/100ft 0.069 in/100ft Actual air flow 500 cfm 500 cfm "Total effective length (TEL) 363 ft Supply Branch Detail Table Design Htg i Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath z h 652 23 1, 23 0.071 4.0 Ox 0 ShMt 20.0 265.0 st3 Bed Rm 2 c 2660 97 , 132 0.073 7.0 Ox 0 ShMt 32.5 245.0 st3 Bed Rm 3 c 2372 96 118 0.072 7.0 Ox 0 ShMt 28.0 255.0 st3 M.Bath h 1131 41. 33 0.069 5.0 Ox 0 ShMt 20.0 275.0 st4 M.Bed Rm h 2749 99 93 0.070 7.0 Ox 0 ShMt 27.5 265.0 st4 M.Bed Rni h 2749 99 93 cl.b78 7.0 Ox 0 ShMt 17.5 245.0 st4 M.WIC h 1287 46 9 0.074 5.0 Ox 0 ShMt 21.5 255.0 1 st4 I , SupplyDetail Table Trunk Htg Clg Design,,q, Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 216 273 0.071 492 9.1 8 x 10 ShtMetl st1 st4 Peak AVF 284 227 0.069.',. 511 9.3 8 x 10 ShtMetl st1 st1 Peak AVF 500 500 0.069 643 11.5 8 x 14 ShtMetl Return Branch Detail Table I Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft)� FIR (fpm) (in) (in) Opening(in) Mati Trunk rb3 12x26 500 500 67.5 0.069 637 12.0 Ox 0 ShMt " ;u Bold/italic values have been manually overridden - wrightsoft" 2023 Aug-09 13:28:31 Right-Suite®Universal.202323.0.01 RSU30008 Page �+� ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front boorfaces: E Foundation 4'-011 Full Cellar 8�J 11 611 ,1 811 10'x8 10x8 , ■ f T4 " 18x8 611 I 1 , •'tl 'rf Job#: MC0353 Scale: 1 : 65 Energy Testing Services Performed by Michael A. Caruso for: Page 1 s4 Sligo Construction Corp. 1648 Locust Ave Suite E RightSuite®Universal 2023 500 Arshamoma ue Ave '~' 4 � Bohemia,NY 11716 a-r 23.0.01 RSU30008 s% Southold,NY 11971� � Phone:631-244-2627 License:7960376 2023-Aug-09 13:28:49 4 www.enetgytestingservices.com mcaruso@energytestingservi ...omaque Ave Southold NY 11971.rup I , '.5idi I 1st Floor T 126 cfm 53 cfm 4'-0" LAV. Kitchen Dining Rm 1.53 cfm Hall Laundry • 600 GM 106 cfm ,; Bath 1 g cfm Living Rm Stairs Bed Rm 4 �119 cfm I Job#: MC0353 Energy Testing Services Scale: 1 : 65 Performed.by Michael A. Caruso for: I Page 2 Sligo Construction Corp. 1648 Locust Ave Suite E g �. Right�uite®Universal 2023 500 Arshamomaque Ave Bohemia,NY 11716 Southold,NY 11971 23.0.01 RSU30008 Phone:631-244-2627 License:7960376 2023-Aug-09 13:28:49 wvvw.energytestingservices.com mcaruso@energytestingsery .••omaque Ave Southold NY 11971.rup 1 , 2nd Floor M. WIC 41 cfm 23 cfm 118 cfm M. Bath Bath 2 Bed .Rm 3 46 cfm 11 511 411 " 99 cfm lox Hall 2 i 7 " 10x8 , �121' T' 14 x 8 500 cfm I 711 Stairs 2 711 M. Bed Rm Bed Rm 2 99 cfm 132 cfm Job#: MC0353 ''' Scale: 1 : 65 Performed by Michael A. Caruso for: Energy Testing Services Page 3 Sligo Construction Corp. J 1648 Locust Ave Suite E 9 500Arshamomaque i Right-Suite®Universa12023 Southold,NY maque AveA Bohemia,NY 11716 23.0.01 RSU30008 Phone:631-244-2627 License:7960376 p 2023-Aug-09 13:28:49 w\Aw.energytestingservices.com mcaruso@energytestingsery ...omaque Ave Southold NY 11971.rup I ✓ I New York ECCC 2020 UA Compliance .I f Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold, NY 11971 Michael Caruso Model: N/A 631-244-2627. Community: Single and Separate ' Builder Sligo Construction Corp. 500 Sligo Construction,Corp. Arshamomaque Ave Southold NY Initial House Design This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 29.9 42.9 Above-Grade Walls 133.6 137.9 Windows, Doors and Skylights _ 117.6 107.8 Slab Floor: 0.0 0.0 Framed Floors 54.9 45.6 Foundation Walls 0.0 0.0 Rim Joists ;, 11.9 9.0 Overall UA(Design must be equal or lower):, 347.9 343.2 Requirements R402.1.5 Total UA alternative compliance passes by 1.4%. The proposed home meets the UA requirement by 1.4% ® 402.3.2 Average SHGC:0.30 Max SHGC:0.40 Average SHGC of 0.30 is greater than the maximum of 0.40. R402.4.1.2 Air Leakage Testing A post construction blower door test is required to verify the air leakage meets the - - d, requirement. ® R402.5 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is [No Limit]. ® R402.5 Area-weighted average fenestration U-Factor ® R404.1 Lighting Equipment At least 90.0%of fixtures shall be high-efficacy lamps,currently 100.0%are high- efficacy. ® R403.6.1 Mechanical Ventilation Efficacy ® Mandatory code requirements that are not Mandatory Checklist checked by Ekotrope must be met. New York 2020 Mandatory Requirements must be checked as complete. .,� - ® R403.6 Mechanical Ventilation Rate ® R403.3.4 Duct Leakage Testing I ® R403.5.3 Hot water pipe insulation Hot water pipes at least 3/4 in diameter must be insulated to,R-3 at minimum. Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 1.4%. .I 11 Name: Michael Caruso Signature: Organization: Energy Testing Services Digitally signed: 8/9/23 at 1:30 PM I , Ekotrope RATER-Version 4.1.1.3216 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET,accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. Energy Code Inspection Checklist Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing SeMces Results are projected Southold, NY 11971 Michael Caruso Model:NIA 631-�44-2627 Community:Single and Separate Builder Sligo Construction Corp.500 Sligo Construction Corp. Arshamomaque Ave Southold NY Initial House Design ". General Building Information Conditioned Area(sq ft) 2,133 Conditioned Volume(cubic ft) 23,582 Insulated Shell Area(sq ft) 5,170. 911 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been'modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code Slab None-Present Framed Floor Name:Cellar Ceiling(1,169 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: II Foundation Wall None Present !' Above Grade Wall Name:Ambient Walls(2,424 s.f.) R-3 continuous insulation, R-15 cavity insulation, Insulation Grade: I Name:Stairwell(170 s.f.) R-0 continuous insulation, R-15 cavity insulation Insulation Grade: II Rim Joist El Name:Ambient Rim(146 s.f.) R:30.00 1 Energy Code Inspection Checklist Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold, NY 11971 Michael Caruso Model:NIA 631-244-2627 . Community:Single and Separate Builder Sligo Construction Corp.500 Sligo Construction'Corp. Arshamomaque Ave Southold NY Initial House Design ; Name:Ambient Band (111 s.f.) R: 18.00 Ceiling/ Roof Name:Sealed Attic(1,150 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: Opaque Door Name: Front(20 s.f.) R:4.25 Name:'Stairwell(16.7 s.f.) R:4.25 Glazing E Name:f e 29.1 (29.1 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:f.e 29.1 (29.1 s.f.), U:0.300, SHGC:0.3,"",Orientation: EAST E3 Name:f e.7.8(7.8&f.), U:0.300, SHGC:'0.3, Orientation:EAST Name:f e 73(73 s.f.), U:0.300, SHGC: 0.3, Orientation: EAST ' Name:r n 20.8(20.8 s.f.), U:0.300, 1.SHGC:0.3, -Orientation: NORTH ,I Name:b w 56.5(56.5 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name: b w 14.8(14.8 s.f.), U: 0.300, ,SHGC: 0.3, Orientation:WEST Name:b w 7.5(7.5 s fl, U:0.300, SHGC:0.3, Orientation:WEST 2 Name:b w 10(10 s.f.), U:0.300, SHGC:0.3,, O,tientation:WEST • iUt Energy Code Inspection Checklist Property Organization Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold, NY 11971 Michael Caruso Model: N/A 631-244-2627. Community:Single and Separate Builder Sligo Construction Corp.500 Sligo tonsiruct,ion.Corp. Arshamomaque Ave Southold NY Initial House Design Name:I s 67.3 (67.3 s.f.), U:0.300, SHGC:0.3, :,Orientation:SOUTH Name:I s 14.8(14.8 s.f.), U:0.300, iSHGC: 0.3, Orientation:SOUTH Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for,and capable of, providing continuous ventilation. System shall include automatic timing controls. , System type: Exhaust Only,24 hrs/day,21 Watts(Default) Mechanical Equipment System 1 -Hydro-Coil•Oil•50% Heating Load @ 86.2 AFUE System 2-Hydro-Coil-Oil-50% Heating Load @ 86.2 AFUE System 1 -A/C- Electric•50%Cooling Load @ 14.5 SEER System 2-A/C•Electric•50%Cooling Load @ 14.5 SEER Water Heater•Oil• 100% Hot Water Load @ 0.19 Energy Factor Air Leakage Control Test Status:To be blower-door tested House is air-sealed as to achieve 1,179 CFM50(3.00,ACH50)or less of final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the.design dome is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 3 2018 IECC Infiltration limit for the�design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. i Energy Code Inspection Checklist Property Organization �, Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold, NY 11971 Michael Caruso Model:N/A 631-244-2627, Community:Single and Separate Builder Sligo-Construction Corp:500 Sligo Construction Corp. Arshamomaque Ave Southold NY I; Initial House Design Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as: Untested Forced Air Total Leakage specified as:4 CFM25/100 ff(Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage to Outside specified as:Untested Forced Air Total Leakage specified as:4 CFM25/100 ft ,z(Post-Construction) Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage 6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total'Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: 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. * Note: IECC 2021 requires Total.Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building;,thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS-all ducts',and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes IE !i MC0353 4 :u; ,i Buiiding Summary Property Organization., Inspection Status 500 Arshamorraque Ave Energy l`esting5ervices , Results are projected ,Southold,NY 11971 Michael Caruso Model.NIA 631-244-2627 Community.Single and Separate Builder Sligo Construction Corp.BOO ArshamomaqueAve. Sligo Construction Corp. ; Southold W 11971 Initial House Design ; General Building Information Number Of Bedrooms -----. Number Of Floors 2 -1- Conditioned Floor Area[sq;fti]: -- 2,133' Has Electric Vehicle Ready Space No =i6oed, hg _ - NoUncond attache garage. . - - - - Conditioned Volume[cu_ft.] 23,582, Total Units in Build in 9 Residence Type _ . _ . -- • � - Single-_- fam�ily- detachad _Num_be_r__fF_oors.i-n_Bu-il di_n-g_ 'tl i .. ..________..� Floor Number - - ---- - Model - --- - - - - ---- NIA I: Community -_ Single and_Separate RESET/NIECC 2006-2018 Clima_mate Zone 4A IECC 2027 Climate Zone 4A,, r i • •i.t• I • Foundation Wall fNone,Present Foundation Wall Library ListElm None Present Slab . None Present' • ;I Ir; Slab Library List A's, None Present Framed Floor Name Library type Carpet R . Floor Grade Surface Area Location 4 Cellar Ceiling' 30(16/11.5)2(9.5)H 1 Above Grade 1,169.0 ftz Uninsulated Unconditioned Exposed Basement °ram• I( . Building Summary Property Organization Inspection Status 500ArshamomaqueAve Energy Testing Services Results are projected Southold;.NY 11971 Michael.Caruso Model:NIA 631-244-2627 Community:Single.and Separate Builder Sligo Construction Corp.500 Arshamomaque Ave Sligo Construction Corp. Southold NY 11971 'Initial House Design I Framed Floor Library List , Name Effective R-value l I, 30(16111.5 r 25.643 )2(9.5)H . I Exposed, 7�; Rim ,lout I Name Library lyrpe Surface Area Location P +' ;a Ambient Band R15+3, 111.0 ft' Exposed Exterior Ambient Rim R30, :' 146.0 R2 Exposed Exterior I �� Rim Joist Library List Name Effective Insulation R-value j I . .I I . `V R15+3, 18.00 t j)? 1. 14., R30 30.00: Watl 1'• Name Library type Surface Color Surface Area Location ( ' !d Ambient Walls R15+3(1613:5)1(:5) °'' Medium 2,424.0H2 Exposed Exterior Stairwell R15(1613.5)2(.5)(StainNell) Medium 170.0 ft2 Uninsulated Unconditioned Basement Library List x,. ' Name Effective R-value I , j T f 1 R15(1613.5)2(.5)(Stairwell) 11:421 R15+3(1613.5)1(5) 16.659' o , :. Building. Summary Property Organization Inspection Status 500 AishamomaqueAve Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso. Model:NIA , 631-244-2627. Community_Single and Separate ; Builder r"p Sligo Construction Corp.500ArshamomaqueAve Sligo Construction Corp. Southold NY 11971 Initial House Design i Glazing a h Name Library type Wall foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment' >P!. b w 10 (0.3010.30), Ambient Walls Yes' 1' 0.75 4.5 West 10.0 ft' b,w 14.8 (0.30/0.30) Ambient Walls ;' yi Yes 1T 0.75 5.2 West ' 14.8It' b w 56.5. (0.3010.30) Ambient Walls , Yes 0 0 0 West 56.5 R' b w 7.5 (0.30/0.30) Ambient Walls Yes 1 0.75 3.5 ...West 7.5 ft? . , f e.29.1 (0.3010.30). Ambient Walls• Yes 6.4 0.75 5.2 East 29.1 IF f e.29.1 (0.3010.30) Ambient Walls Yes 1 '3.4 7.8 East 29.1 it'' f e 7.8 (0.30/0:30)1 Ambient Walls` Yes 3 0.75 7.2, East 7.8 fi' I e 73, (0.3010.30) Ambient Walls" Yes 1• 0.75 5.2 East 73.0 ft' Is 14.8' (0.30/0.30) Ambient Walls Yes 1 2.5 7 South. 14:8 fh I s 67.3 (0.3010.30)• Ambient Walls Yes 0 0 0. South 57.3 ft' r n 2U (0.30f0.30), Ambient Walls Yes 0 0 0._ North '20.8 ft' ' Glazing.Library List Name Shgc U-factor (0.3010.30), 0.3, 0.300 . Sk}►lightmemo= , pi None Present 111,1111111 'Mill •S�fc�►light Library List None Present' • I 1 1 I • I Building. Summary Property Organization Inspection Status 500ArshamomaqueAve FnergyTesting'Services Results are projected rj Southold,NY 1197.1 Michael Caruso "+ Model:NIA 631-244-2627 Community_S_ingle and Separate-. t;) Builder Sligo Construction Cotp.500 Arshamomaque Ave Sligo Construction Corp. , Southold NY 11971 t j Initial House Design AA r ,paq eDOOr • Name Library type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location 3? Assignment Absorptance i Front 4.25 Ambient Wags ` 0.910.75 Medium 20.0 ftz Exposed Exterior Stairwell 4.25 Stairwell' 0.9 0.75 Medium 16.7 ft' Uninsulated ' Unconditioned Basement 110 ': Opaque Door Library Lis Name, Effective R-value., 4.25 4.25 91 Roof Insulation z Name Library Type Attic Exterior Area[ft'l•Clay or Concrete Roof Surface Color Surface Area Location Tries Sealed Attic SA R30(16/9.5)1(8"OCF) 1,•150 No Medium 1,150.0.ft' Vaulted Roof i2oof Insula#ion Library Name Has Radiant Barrier Effective R-value SA No 2&82 R30(16/9.5)1(8"OCF)• i Whole House Infiltration Infiltration Measurement'lype P Shelter Class 3 ACH at 50 Pal To be blower-door tested 4 - i I Building Summary Property _ Organization Inspection Status 500ArshamomaqueAve Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso, Model:NIA 631-244-2627 Community.Single and Separate Builder Sligo Construction Corp.500ArshamomaqueAve Sligo Construction Corp. Southold NY 11971 Initial House Design arur Mechanical Ventilation � Ventilation type Ventilation Rate JW Operational�hours ffiFan Watts Runs once every Energy Recovery Model Number Manufacturer I Minute] per day three hours Percent Exhaust Only, 60 CFM .'24 21 Watts(Default) Yes 0 TBD TBD I Lighting %,Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting � R Lighting Lighting Lighting 0 100 0 100 0 0' i i - Onsite Generation None Present ,rV I ' Onsite Generation Library List None Present. I , '1 �51Generation EM None Present . I Dehumidifier ' None Present 111110111 i Dehumidifier Library List None Present ?. Building: Summary Property Organization iUi Inspection Status 500 Arshamomaque Ave Energy Testing Services Results are projected Southold,NY 1197.1 Michael Caruso Model:N/A 631-24 i 2627 Community:Single and Separate Builder ; Sligo Construction Corp.500 Arshamomaque Ave Sligo Construction Corp. Southold NY 11971 Initial House Design Ar 1Nh0letiouse �x� t None Present- Mill I None Present AM f 'y 5 Sn k 9 - Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water,Percent Location Load System 1-ArC. 14.5 SEER 18K 0% 50% 0%� Unconditioned Basement/Crawlspace System 1-Hydro-Coil 86.2 AFUE 60K Hydro- 50% 0% 0% Unconditioned Coil(0) t!y Basement/Crawlspace System 2-A/C 14.5 SEER 18k 0% 50% 0% Conditioned/Sealed . Attic System 2-Hydro-Coil. 86.2 AFUE 60K Hydro! 50% 0% 0%d Conditioned!Sealed Coil(0) Attic Water Heater 0.79 EF 50 Gal Oit. 0% 0% 100%. Unconditioned Basement/Crawlspace Equipment Type _.. w __. Residential Water Heater Fuel Type Oil Distributron Type _Hydrorl c Delivery(Radiant] _ __ Hot Water Efficiency _ 0 79 Energy_Facto_r TenEcCapacity(9a�-)____^ 50__ AlrConditloner_ Fuel Type Electric DistrlbutionType_ _ Forced Air ! Motor Type ECM(Variable Speed) Heat Pump_System Type _ Unspecified Cooling Efficiency _ 14.5 SEER i sU�• i 6 :'U,1 ' Building. Summary Property Organization Inspection Status 500 Arshamomaque. Ave Energy Testing Services A,� Results are projected Southold,NY 11971 Michael Caruso' Model:N/A, 631-244-2627 Community.Single and Separate Builder, Sligo Construction Corp.500 Arshamomaque Ave Sliigo Construction Corp. Southold NY 11971 Initial House Design ' :. y 6�,. , HAS' err 4 Equipment° ype:`86.2 AFIiE 6OK Hydro Coiilti(0) � , , •tip, r � s ; Equrpmehtlype - . --"Boller: Fuel Type Oil DistrrbuhonType - HydramcDehvery(Radlant), _.._. Heating Efficiency - 86-2AFUE -,.... -._ -_ Heating-Capa-It -tkBtrifi] 60 ,_-- Use_default EAE Yes EAE[kWh-----' Qistrib�ution SU�stein s ° ,.al� _Disfribiltion Type _ Forced Air_-` � _ Heating Equipment -- System 1 Hydro-Cod Coohn E ui merit "" "' - 9 q. ?--.---____ _ �_._ _ _._ _.- System 1 AI- -� Sq.Feet Served 1,139 __ - #Return Grilles _ _ 7 Supply Duct R Value 8 Return Duct R Value 8 __ 1 , Suppq. ly Ductkea_[ft _ ..__.__-_-_-__. . __ 307.53. -_ _-- 56.95 Leakage to Outdoors - Untested Forced Air Estimefedlf0 45 56 CFM25 Total Leakage,. 45:56 CFM25 Total Leakage Dud Test Conditions-- -_ Post Constructlon Use Default Flow Rate Yes ! Duct 1 -- -•_ Dud Location Basement(insulated basement ceiling) Per --.- - y -100 Percent Retum Area Duct 2 Duct Location Conditioned Space __.._... ______.__.._ _._.___ PercenfSupplyArea._ ._,.___.�r_._.___ .. _..._-�_-- t Percent'Return Area 0 Duda - Duo Location _ Conditioned Space Percent SupplyArea` _._, 0 ._ _ - --_. ._.. -_ -- _-.-. _ . . . Percen't Return Area .. .__ _ .O Mid 4 Duct Location Conditioned Space PeicenfS`upplyA�ea -Percent Return Area - 0 4. Dud Location Conditioned Space Percent Return Area 0 Duet Location Conditioned Space Percent.Retum Area __.0 U, 7 ! Building;Summary . . 1 - Property Organization Inspection Status 500 Arshamomaque Ave Energy.Testing Services, Results are projected Southold,NY 11971 Michael Caruso' Model'.NIA, 631-244-2627 aQ, Commun-V-Single and Separate Builder Sligo Construction Corp.500ArshamomaqueAve. Sligo Construction Corp. Southold NY 11971 Initial House Design Dstribtu ian Sysfem `Mk , k Distrlbution^Type, _ _ ForcedAir Heating Equipment System 2-Hydro-Coil , a Cooling Equipment - 'System 2 A/C Sq.Feet Served #Retu -Galles Supply Duct R Value 8 RetumDuctRValue___.__..... Supply Duct Area[ft9 T_ 268 3$ _ Leakage to Outdoors _ Untest_ed,Forced.Air i Estimated UO v Total'Leakage 25 CFM25 - Total Leakage DuctTes_t itions Cond -__ 'Post-ConsVuction- ' Use Default Flow Rate - Yes Duct-1 DuctLocation Condtioned Attic,(insglated walls and roofdeck) av+• Percent Supply Area Percent Return Area 100 _ _.__. -_---•:_ .._ Duct 2 Dud Location' -' •- -_ Conditioned Space •,.•,. upp PercentSlyArea-_- _:._._.- Percent Return Area 0. Duct3 -._ -- 1 Dud Location -^ Conditioned Space 1 - - PereeniSupplyArea Percent Retum Area _ 0 a -._ _ Dud Location -Conditioned Space PercentSupplyArea Percent.Return Area 0" Ducts Duct Location Conditioned Space 'ur' PercentSupplyArea _.O Percent Return Area 0 Dud Location Conditioned.Space Pe�cenfSupplyArea 0•. Percent Return Area 0•' HVACrading G a F k Ceding,Fan u Has Cellmg Fan- _ No Urn Per Watt il[)A�253521 p 1 C7 Building. Summary Property Organization Inspection Status 500ArshamomaqueAve FnergyTesting,Services Results are projected Southold,NY 1197.1 Michael Caruso, Model.NIA 631.244-2627 Community:Single and Separate Builder' a Sligo Construction Corp.500ArshamomaqueAve, Sligo Construction Corp. Southold NY 11971 Initial House Design Water DistriDMion ' Water Fixture Type _.. _ -. - Standard _ 'V, Use Default Hot Water Pipe Length No At LeastR3 Pipe Insulation? J Yes Hot Water Recirculation System? Recirculation System Pipe Loop Length[ft] 170 - . Dram Water Heat Recovery No { � .Clothes Dryer A� ' Fuel Type Elects¢ Is Outside Conditioned Space No Clothes Dry—Availab_le'__ --.-_ `Yes Defaults Type ..t HERS Reference - i Label Ever, Rahn _ 400 k h/Year '- Annual Gas Cost $27.00 Etectric,Rate . $l)1tikiNh J Gas Rate $1.091therm ,• Imef 1 _ Defaults Type _^ __ HERS Reference - Load Type Front-load Loads Per Week -' _ 6 Is Outside Conditioned Space_ No Clothes Washer Available "Xes Dishwasher r Dishwasher Efficiency - 1yh___..___.._ _. ._..---_-_ Dishwasher.Size Standard Annual Gas Cost ,•$33.12' _ I Electric Rate $0.12/kWh Is Outside Conditioned Space No 'A s Building Summary Property organization Inspection Status 500ArshamomaqueAve Energy TeslingServices Results are projected Southold,NY 11971 Michael Caruso, Model:NIA 631-244-2627 Community:Single and Separate Builder., Sligo Construction Corp.504ArshamomaqueAve Sligo Construction Corp. Southold NY 11971 Initial House Design. ppliances and Controls ''4 A . A t �r . Pro9 rammable thermostat? Yes Range/Oven Fuel Electric Convection Oven? ... - - No Induction Range? No Range/Oven Outside Conditioned Space?_ - No ..... Refrigerator Consumption 691 kWhlYear Refrigerator Outside Coridfioned,Space? No � Notes• MOng _ °A���� � =c�,�,��� ,k r� ,� MC0353 i 'I I , I 10 sir, I Load Short Form Job: MC0353 aP. Date: Aug 09,2023 Esa �tmc Entire House, By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 —Project For: Sligo Construction Corp. 500 Arshamomaque Ave,Southold, NY 11971 Design Information v Htg Clg Infiltration Outside db(°F) 12 84 Method Blower door Inside db(°F) 68 :75 Shielding/stories 3(partial)/2 Design TD (°F) 56 9 Pressure/ACH/AVF 50 Pa/3.0/938 cfm Daily range - M Inside humidity(%) 50 50 I' Moisture difference(gr/lb) 43 31 I HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a ;"tb Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input I Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0''cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H20" Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) i(BtUh) (Btuh) (cfm) (cfm) Sys 2-2nd Floor 1000 13948 10039 500 500 Sys 1-1st Floor 1'131 11460 12349 600 600 Entire House 2131 25408 22389 1100 1100 Other equip loads 0 0 Equip. @ 0.89 RSM 19971 Latent cooling ' 3330 TOTALS I 2,131 25408 I 23301 I 1100 I 1100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofe^ 2023-Aug-09 13:28:30 ,,�. ..,.•,a. ,�.,.. Right-Suite@ Universal'2023 23.0.01 RSU30008 Page 1 )+CK ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E Load Short Form Job: MC0353 Date: Aug 09,2023 Fit' Ing .Sys 1- 1st Fibor By: Michael A.Caruso Energy Testing-Services I 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Sligo Construction Corp: 500 Arshamomaque Ave, Southold, NY 11971 Design Information Htg Clg + Infiltration Outside db(°F) 12 84 Method Blower'door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 56 9 Pressure/ACH/AVF 50 Pa/3.0/938 cfm Daily range - M;• Inside humidity(%) 50 50 Moisture difference (gr/lb) 43. 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 86 Cond SEER 14.5 AHRI ref Coil AHRI ref Efficiency 86 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 16304 Btuh Sensible cooling 12600 Btuh Heating output 15000 Btuh Latent cooling 5400 Btuh Temperature rise 23 °F :' Total cooling 18000 Btuh Actual air flow 600'cfm Actual air flow 600 cfm. Air flow factor 0.052' cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.60%,in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 I . ROOM NAME Area Htg load Clg load Htg•AVF Clg AVF (fl2)_ (Btuh) (Btuh) (cfm) (cfm) Dining Rm 1,81 2506 3145 131 153 Kitchen 115 885 2601 46 126 LAV. 142 1019 571 53 28 Laundry 20 0 0 0 0 Bath 1 60 716 253 38 12 Bed Rm 4 199 2275 2452 119 119 Living Rm 401 4058 3327 212 162 Stairs 30 0 0 0 0 Hall 84 0 0 0 0 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� -Fid-wrightsoft, I 2023-Aug-09 13:28:30 �, ,..,<•,. ..r...y,...,w Right-Suite@ U niversal 2023 23.0.01 RSU30008 Paget /�+� ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 'Front'door faces:E "I Sys 1-1st Floor 1131 11460 12349 600 600 Other equip loads 0 0 Equip. @ 0.89 RSM 11016 Latent cooling ! 2472 TOTALS I 1,131 11460 I 13488 I 600 I 600 I r ,I I r I Calculations approved by ACC�,to meet all requirements of Manual J 8th Ed. ,� -wrightsoft 2023-Aug-0913:28:30 ,.u�•.L«,.�.�r..,.., Right-Suite®Universal202323.0.01 RSU30008 Page3 + ...orp.500 Arshamomaque Ave Southold NY 11971.rup I'Calc=MJ8 Front Door faces: E Load Short form Job: MC0353 Date: Aug 09,2023 E tsttnc Sys 2-2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627•Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque.Ave, Southold, NY 11971 III Design Information Htg Clg Infiltration Outside db(°F) 12. 84 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (7) 56 9 a,'r' Pressure/ACH/AVF 50 Pa/3.0/938 cfm Daily range - M Inside humidity(%) 50 50 r j Moisture difference(gr/lb) 43 •31 HEATING EQUIPMENT., COOLING EQUIPMENT Make Generic I' Make Generic Trade Trade Model AFUE 86.0 Cond SEER 14.5 AHRI ref Coil AHRI ref Efficiency 86 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 16304.,Btuh Sensible cooling 10500 Btuh Heating output 15000 Btuh Latent cooling 4500 Btuh Temperature rise 27 -°F Total cooling 15000 Btuh Actual air flow 500 cfm. Actual air flow 500 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O. Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.92 AU ROOM NAME Area I Htg,load Clg load Htg AVF Clg AVF (it) ..-(Btuh,) (Btuh) (cfm) (cfm) M. Bed Rm 409 5498 3717 197 185 M.WIC •.67 1287 180 46 9 M. Bath 100 ur 1131 659 41 33 Bath 2 52 652 452 23 23 Bed Rm 3 154 2688 2372 96 118 Bed Rm 2 159 2693 2660 97 132 Hall 2 60 0 0 0 0 ' "JI, I . i,. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wri htsof" ''1; 2023-Aug-0913:28:30 �'� .�.•,� Right-Suite@Universa1202323.0.01 RSU30008 Page ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E f • 7�I Sys 2-2nd Floor 1,000 13948 10039 500 500 Other equip loads 0 0 Equip.@ 0.89 RSM 8955 Latent cooling 858 TOTALS . I 1000 I :'ll; 13948 i 9813 I 500 I 500 I ' ,I I ' I I • I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,` - - wrightsoft- 2023-Aug-0913:28:30 , Right-Suite®Universal 2023 23.0.01 RSU30008 Pages ...orp.500bAr�hamomaqu,e.Ave Southold NY 11971.rup Calc=MJ8 Front'bbor faces: E I f Loads for Multiple Orientations Job: MC0353 Date: Aug 09,2023 Entire House B Michael A.Caruso Energy Testing Services,',, 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 , Project • • ' For: Sligo Construction Corp. 500 Arshamomaque Ave,Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature(°F) 68 75 Elevation: 67. ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(°F) 12 84- :'u; Infiltration: Daily range (°F) - 18 ( M ) Mtbulb(°F) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (13tuh) 17443 19464 19'971 19718 17931 20556 20035 19173 Latent Load(Btuh) 3330 3330 3330 3330 3330 3330 3330 3330 Total Load (Btuh) 20773 22794 23301 23049 21261 23886 23366 22503 Heating AVF(cfm) 1100 1100 1100 1100 1100 1100 1100 1100 Cooling AVF(cfm) 1100 1100 'ill00 1100 11.00 1100 1100 1100 Building Orientation Cooling Load i 1 1 0 N W g S SN W NW Diecticn Rat Dxrfaors Current Orientation: Front Door faces East Highest Cooling Load: Front Door faces Southwest Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t 41- wrightsoft" 2023-Aug-09 13:28:30 Right-Suite®Univ.ersal 2023 23.0.01 RSU30008 Page 1 /M ...drp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Doorfaces: E ,ii, Loads for Aultiple Orientations Job: MC0353 Date: Aug 09,2023 E G Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627•Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Sligo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature(°F) 68 75 Elevation:_ 67 ft Design TD(°F) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(°F) 12 84 Infiltration: Dailyrange (°F) - - 182 ( M ) Wet bulb(°F) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(Btuh) 9753 10825 11016• 10880 10060 11257 10733 10606 Latent Load (Btuh) 2472 2472 2.472 2472 2472 2472 2472 2472 Total Load (13tuh) 12225 13297 13488 13352 12532 13730 13205 13079 Heating AVF(cfm) 600 600 .600 600 600 600 600 600 Cooling AVF(cfm) 600 600 600 600 600 600 600 600 Building Orientation Cooling Load 1 , I 0 N NE E g S SN W MN Cirecticn Rat Cba faoes Current Orientation: Front Door faces East Highest Cooling Load: Front Door faces Southwest Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofv 2023-Aug-0913:28:30 ..u.,.,w.=..-,.,. Right-Suite@ Universal'2023 23.0.01 RSU30008 Page t orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E Loads for.Multiple Orientations Job: MC0353 Date: Aug 09,2023 E �rrr"� Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing,Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Sligo Construction Corp`: "'I 500 Arshamomaque Ave, Southold, NY 11971 t • Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature(°F) 68 75 Elevation: 67 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(°F) 12 84 Infiltration: Dailyrange(°F) 18 ( M ) Wet bulb(°F) - 71 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 7690 8639 8955 8838 7963 9299 9331 8590 Latent Load (Btuh) 858 ,858 858 858 858 858 858 858 Total Load (Btuh) 8548 0497 _ 9813 9696 8821 10157 10189 9448 Heating AVF(cfm) 500 500 500 500 500 500 500 500 Cooling AVF(cfm) 500 500 500 500 500 500 500 500 Building Orientation Cooling Load 1 1 0 N NE E 1- S SW W Dratim Fat Q(rfaces I Current Orientation: Front Door faces East ' Highest Cooling Load: Front Door faces West .I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2023-Aug-09 13:28:30 Right-Suite®U niversal 2023 23.0.01 RSU30008 Page 3 ACCK ...orp.500 Arshamomaque Ave Southold NY 11971.rup'Cald=MJ8 Front Door faces: E I Building Analysis Job: MC0353 Date: Aug 09,2023 En,r,�Teeliry; Entire House By: Michael A.Caruso Srt'r[cs Energy Testing'Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627'Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 -Project • • For: Sligo Construction Corp. 500 Arshamoaque Ave, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 68 75 Elevation: 67 ft Design TD (TF) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating ''Cooling .� Moisture difference(gr/lb) 43.0 30.6 Dry bulb(T) 12 84 Infiltration: Dallyrange(T) - 18 ( M ) Method Blower door Wet bulb(T) - 71 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/938 cfm • Component Btuh/ftz Btuh %of load Walls 4.0 7932 31.2 Dds Glazing 16.8 5789 •22.8 Doors 21.9 459 1.8 WAls Ceilings 2.4 .2667 10.5 Floors 0 ...,0 0 Inliltratim Infiltration 2.6 6035 Z3.8 �^ Ducts . 2525 9.9 Piping 0 0 Humidification 1 0 0. -Ventilation 0 0 Adjustments 10 !Gng11Wliru Total 25408100.0 t�t,a Component Btuh/ft2 Btuh , :%of load Walls 0.8 1513 _6.8 VVIIS Glazing 25.6 8818 39.4 Doors 8.5 179 0.8 Ceilings 0.6 663 3.0 Floors 0 0 •0 IrbTdGirs Infiltration 0.2 454 -'2.0 Gadrg Ducts 922 4.1 Ventilation 0 . 0 Internal gains 9840 44.0 Blower 0 � •1•0 Adjustments 0 Ao�a Total 22389 100.0 Celirgs Irfilon Latent Cooling Load=3330 Btuh ='u, Overall U-value=0.154 Btuh/ftz°F, Window/Floor Area=16.1 % Data entries checked. wrlg„ipgpftl 2023-Aug-09 13:28:30 �•�• r- Right-SuiteO Universal 2023 23.0.01 RSU30008 Page 1 A4 orp.500 Arshamomaque Ave Southold NY 11971.rup t Calc=MJ8 Front Door faces: E ,. Ill• Building Analysis Job: MC0353 Date: Aug 09,2023 u: .5}/S 1- 1st FI00I' By: Michael A.Caruso 1' Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@l?nergytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Sligo Construction Corp: 500 Arshamomaque Ave, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 68 75 Elevation: 67 ft Design TD (TF) 56 9 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(T) 12 84 Infiltration: Dailyrange(TF) - 182 ( NI ) Method . Blower door Wet bulb(T) - 71 Shielding'/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/938 cfm F4�; 0 I • Component Btuh/ft2. Btuh /o of loa)d Walls 4.0 3753 32.8 Its Glazing 16.8 31.75 27.7 Doors 21.9 459 '4.0 pis Ceilings 2.4 308 2.7 \ Irfiltricn Floors 0 0 0 Infiltration 2.6 .2950 25.7 Ducts 81'3 ,7.1 Piping 0 0 Humidification 0 0 Ventilation 0 0 Ceilings 019 °D0f 5 Total 114601. 100.0. Gang Cooling Component Btuh/ftl Btu %of load Walls 0.8 7,16 5.8 Vals Glazing 25.5 4820 39.0 t Doors 8.5 179 1.5 Ceilings 0.6 77 0.6 Floors 0 0 0 Infiltration 0.2 222 1.8 Gairg _Irtardmrs Ducts 201 �'1.6 Ventilation .0 0 Internal gains 6135 49.7 Blower 1 0 0 Adjustments 0 Total 12349 10 b.O Chx Latent Cooling Load=2472 Btuh ' Overall U-value=0.077 Btuh/ft22F, Window/Floor Area =.16.7% Data entries checked. wrightsof-V 2023-Aug-09 13:28:30 Right-Suite®Universal 202323.0.01 RSU30008 Paget ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E • • t I 'Q Building Anal sis Job: MC0353 Y Date: Aug 09,2023 Sys 2-2nd Floor By: Michael A.Caruso Serr[,es Ili Energy Testing Services''' 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627,Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Desiqn Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (°F) 68 75 Elevation: 67 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating 'Cooling Moisture difference(gr/lb) 43.0 30.6 Dry bulb(°F) 12 84 Infiltration: Dailyrange(°F) - 18 ( M ) Method Blower door Wet bulb(°F) - 71.. si, Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/938 cfm i Component Btuh/ftz Btuh %of load Walls 4.0 4179 90.0 Dills Glazing 16.8 2614 18.7 Doors 0 , 0 0 MIS\ Ceilings 2.4 2359 16.9 Floors 0 0 1.0 _Irfiltrdiao Infiltration 2.6 3085 22.1 Ducts .1712 12.3 Piping '.10 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 t3aang Total 13948 100.0 Calirgs • • Llus —Component Btuh/ft2 Btuh %of load Walls 0.8 797 7.9 VAIS Glazing 25.7 3998 39.8 Doors 0 ' 0 : 0 Ceilings 0.6 586 5.8 jrkrrElGirs Floors 0 ,0 0 Infiltration 0.2 232 2.3 Ducts 721 7.2 Ventilation 0 t, 0 aadng Internal gains 3705 36.9 Blower '0 0 11 Adjustments 0 Irfiliray s Total 10039 100.0 Q3lirir Latent Cooling Load=858 Btuh Overall U-value=0.239 Btuh/ft22F, Window/Floor Area=15.5% Data entries checked. I. f -i�i-wrightt sof - Universal'202323.0.01 RSU30008 2023-Aug-09 13:28:30 +- ...•..-, ..o...,<-.,.,-, Right-$uiteO Page3 �+ ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 -Front Door faces: E I Project Summary/ ' Job: MC0353 Date: Aug 09,2023 c.gyrene� Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Proiect Information For: Sliggo Construction Corp. . 500 Arshamomaque Ave,Southold, NY 11971 Notes: HERS Rater#7960376 Design • • ' 1 r Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 84 °F ' Inside db 68 of Inside db 75 of Design TD 56 of Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22883 Btuh u, Structure 21467 Btuh Ducts 2525 Btuh Ducts 922 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh . Blower 0 Btuh Piping 0 'Btuh Equipment load 25408 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 19971 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/!3.b/938 cfm Structure 2383 Btuh Ducts 947 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft') 2131• 2131 Equipment latent load 3330 Btuh Volume(ft3) 18770 18770 Air changes/hour 0.31 0:14 =1,:. Equipment Total Load (Sen+Lat) 23301 Btuh Equiv.AVF(cfm) 98 45 Req.total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 10 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in;H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 I Calculations approved by ACCA'to meet all requirements of Manual J 8th Ed. ti Wrp p��pft_ 2023-Aug-0913:28:31 - g Right-Suite@ Universal.Q023 23.0.01 RSU30008 Pagel ...orp.500 Arshamomaque Ave Southold NY 11971.rup talc=MJB Front Moor faces: E • 1 Project Summary Job: MC0363 Date: Aug 09,2023 .Sys 1- 1st Floor �' By: Michael A.Caruso Energy Testing Services' . 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 ProNect Information ri For: Sliggo Construction Corp. 500 Arshamomaque Ave, Southold, NY 11971 Notes: HERS Rater#7960376 Desi-qn Information Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions i Outside db 12 °F•• Outside db 84 °F F; Inside db 68 °F Inside db 75 °F Design TD 56 °F Design TD 9 °F Daily range M I Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 1064.7 Btuh Structure 12148 Btuh Ducts 813 Btuh ,, ;r,! Ducts 201 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 10 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 11460 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 11016 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/8.0/938 cfm Structure 1906 Btuh Ducts 566 Btuh Central vent.(0 cfm) 0 Btuh Heating Cooling I. (none) Area(ttz) 1131 1131 Equipment latent load 2472 Btuh Volume (ft3) 9361. . 9361 Air changes/hour 0.31 0.14 -,Equipment Total Load(Sen+Lat) 13488 Btuh Equiv.AVF(cfm) 48 22 Req.total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic 1 Make Generic Trade Trade Model AFUE 86 Cond SEER 14.5 AHRI ref Coil AHRI ref Efficiency 86 AFUE._ Efficiency 12.2 EER, 14.5 SEER Heating input 16304 Btuh Sensible cooling 12600 Btuh Heating output 15000 Btuh Latent cooling 5400 Btuh Temperature rise 23 'F. Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.052 cfm/Bfuh Air flow factor 0.049 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Illf Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -wrigF�tsoTt� 2023-Aug-09 13:28:31 Right-Suite )U niversal 2023 23.0.01 RSU30008 Page t ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E Project Summa Job: MC0353 1 Date: Aug 09,2023 I �resl"c Sys 2- 2nd Floor By: Michael A.Caruso c' Energy Testing Services''` 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energyteslingservices.com Web:www.energytestingservices.com License:7960376 Promect Information For: Sliggo Construction Corp., 500 Arshamomaque°Ave;a.Southold, NY 11971 Notes: HERS Rater#7960376 I t ' Design • • Weather: Westhampton Gabreski, NY, US i Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 84 °F Inside db 68 °F, Inside db 75 °F Design TD 56 °F Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12236 Btuh Structure 9319 Btuh Ducts 1712 Btuh Ducts 721 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipmentload 13948 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 8955 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3( artial)/2 , Pressure/ACH/AVF 50 Pa/3 /938,-cfm, Structure 477 Btuh Ducts 381 Btuh Central vent(0 cfm) 0 Btuh Heating I.. Cooling (none) Area(ft2) 1000 1000 Equipment latent load 858 Btuh Volume (ft3) 9409 9409 Air changes/hour 0.32 0.15 Equipment Total Load (Sen+Lat) 9813 Btuh Equiv.AVF(cfm) 50 23 Req.total capacity at 0.70 SHR 1.1• ton Heating Equipment Summary ''' Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 86.0 Cond 'SEER 14.5 AHRI ref Coil AHRI ref Efficiency 86 AFUE Efficiency 12.2 EER, 14.5 SEER Heating input 1630'4 Btuh Sensible cooling 10500 Btuh Heating output 15000 Btuh ' k Latent cooling 4500 Btuh Temperature rise 27 °F Total cooling 15000 Btuh Actual air flow 500 cfm Actual air flow 500 cfm Air flow factor 0.036 cfm/Btuh Air flow factor. 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA•to meet all requirements of Manual J 8th Ed. wrlgF�tsoYt� 2023-Aug-0913:28:31 - 40-�--, Right-Suite®Universal,202323.0:01 RSW30008 Page AM ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E 'pi I Manual'S Compliance Repo Job: MC0353 Date: Aug 09,2023 ift Tcft Sys 1- 1st•FlooP By: Michael A.Caruso es Energy Testing ServicesA,, 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp.",,", 500 Arshamomaque Ave,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 12349 Btuh Entering coil DB: 75.1°F Outdoor design WB: 71.4°F Latent gain:, 2472 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.07 Total gain:-. 14822 Btuh ei Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at,Actuai Design Conditions Equipment type: Split AC I Manufacturer: Generic Model:,SEER 14.5 Actual airflow: 600 cfm ' Sensible capacity: 12600 Btuh 1,02%of load Latent capacity: 5400 Btuh 218%of load Total capacity: 18000 Btuh 121%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 11.9°F Heat loss: 11460 Btuh Entering coil DB: 67.4°F Indoor design DB: 68.0°F Manufacturer's Performance Data at'Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model:''AF&E 86 Actual airflow: 600 cfm Output capacity: 15000 Btuh 1.31%of load I 'u I Meets all requirements of ACCA Manual S. wrtght5oft- °' 2023-Aug-09 13:28:31 ,u�.,� ..w,.,. Right-Suite@ Universal2023 23.0.01 RSU30008 Paget ...orp.500 Arshamomaque Ave Southold NY 11971.rup I Calc=MJB Front Door faces: E • rid; Manual S Compliance Report Job: MC0353 Date: Aug 09,2023 *ES-1221 .Sys 2-2nd Floor By: Michael A.Caruso Energy Testing•,Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627'Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project For: Sligo Construction Corp. 500 Arshamomaque�Ave',!,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 10039 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.4°F Latent gain: 858 Btuh Entering coil WB: 62.7°F s Indoor design DB: 75.07 Total gain: 10897 Btuh Indoor RH: 50%, Estimated airflow: 500 cfm Manufacturer's Performance Data.af'Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 14.5 Actual airflow: 500 cfm Sensible capacity: 10500 Btuh 105%of load Latent capacity: 4500 Btuh 5240/o of load , Total capacity: 15000 Btuh 1`38%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 11.9°F Heat loss: 13948 Btuh Entering coil DB: 67.8'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: AFUE 86.0 Actual airflow: 500 cfm - 11 V Output capacity: 15000 Btuh 108%of load I Meets all requirements of ACCA Manual S. ti l-wrightsoft' 2023-Aug-09 13:28:31 �^� .wa•,A .dam.,_. Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 2 +�...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E I I ;I 0 ftftw: Residential Examiner Re vie RPER 1 Form /���[�CX. a System Design (Loads, Equipment, J'�'�■ 15 Mar 09 PrCa h3Qrzxrsdhmta Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes '❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 500 Arshamomaque Ave,Sys 1-1st Floor HVAC LOAD CALCULATION (IRC M1401.3) Design Cblad t ons Building Constr_ucfionlnformation Winter Design Conditions Building Outdoor temperature: 12 °F :'')'Orientation: Front Door faces East Indoor temperature: 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 11460 �Btuh Number of bedrooms: 1 Conditioned floor area: 1131 ft2 Summer Design Conditions Number of occupants: 5 Outdoor temperature: 84 °F Indoor temperature: 7.5 °F Windows Roo' Grains difference: 31 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 13845 Btuh ;''d Internal shade: none Eave Latent heat gain: Blinds,drapes,etc. 9 2772 Btuh depth MI'dow Total heat gain: 16616 Btuh Number of skylights: 0 I , EQUIPMENTHVAC • ,0 Heating-Equipment-Data C-ooling_Equipment-D-ata Bloyv_er_Data Equipment type: Oil boiler Equipment tyype: Split AC Heating cfm: 600 urnace,Healpump,Boiler,etc. Air Conditiorfer,Heat pump,etc. Cooling cfm: 600 Model: Generic I Model: Generic Static pressure: 0.60 in H2O AFUE 86 SEER 14.5+ Fans rated external static pressure for design airflow Heating output capacity: 1�5000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design out 5dor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 600 cfm Longest suppiy duct: 316 ft Duct Materials Used " l. Equipment design ESP: 0.60 in H2O Longest return duct: 115 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 431 ft Available static pressure(ASP): 0.25 in H2O Friction rate:, 0. ;8 in/100ft Branch duct: Sheet metal Friction late=ASP+(TEL x I declare the load calculation,equipment,equipment selection and duct 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: Contractor's signature: i`' Date: Reserved for County,Town Municipality or Authority having jurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsvf[` +.•••••----.,�-a-•, Right-SuiteO Universal 2023 23.0.01 RSU30008 Residential ■ — Review • ACCK. for HVAC Form I • . • • • — 15 Mar 09 ArCodaQigCtrtadasd Tow�t of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MAAE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 500 Arshamolnaque Ave, Sys 2-2nd Floor HVAC LOAD CALCULATION ,0 Desig❑Conditions Building Constr_uction_I.nformati_on Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door.faces East Indoor temperature: 68 of `U;' North,East,West,South,Northeast,Northwest,Southeast,Southwest z Total heat loss: 13948 Btuh Number of bedrooms: 3 Conditioned floor area: 1000 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 84 °F Indoor temperature: 75 T Windows RJwl Grains difference: 31 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 11255 Btuh Internal shade: none Blinds,drapes,etc.Latent heat gain: 962 Btuh ondow Total heat gain: 12217 Btuh Number of skylights: 0 I EQUIPMENTHVAC • 4• Reating-F-quipment_Data Cooling-Equipment-Data Blower-Data Equipment tpe: Oil boiler Equipment t pe: Split AC Heating cfm: 500 urnaee,Healpump,Boiler,etc. it Conditibr,Heat pump,etc. Cooling cfm: 500 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 86.0 I SEER 14.5+ Fan's rated external static pressure for design Heating output capacity: alrFlow 1d5000 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 500 cfm Longest supply duct: 295 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest�returh,duct: 68 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O 'Total effective length(TEL): 363 ft Available static pressure(ASP): 0.25 in H2O Friction rate: 0,(1Rg in/100ft Branch duct: Sheet metal ., Friction Rate=ASP+ITELx I declare the load calculation,equipment,equipment selection and duct 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: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition.Checklist-.,, "rk wrightsoTt- i ti�• r�« Right-Suite®U niversal 2023 23.0.01 RSU30008 I � I ; Duct System Summary Job: MC0353 Ir, Date: Aug 09,2023 En�rgTeufnG Sys 1- 1st Floor By: Michael A.Caruso ' Sevra Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp. 500 Arshamomaque Ave,Southold, NY 11971 'I Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.184'1'0.066 in H2O 0.184/0.066 in H2O Lowest friction rate 0.058 in/100ft 0.058 in/100ft Actual air flow 600 cfm 600 cfm .Total effective length (TEL) � 431 ft SupplyDetail Table Design Htg .Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 1 h 716 38 12 0.'065 5.0 Ox 0 ShMt 38.0 245.0 st5 Bed Rm 4 c 2452 119 119 0.058 7.0 Ox 0 ShMt 51.0 265.0 st5 Dining Rm c 3145 131 153 0.063 8.0 Ox 0 ShMt 48.0 245.0 st6 Kitchen c 2601 46 126 01059 8.0 Ox.0 ShMt 38.0 275.0 st5 LAv. h 1019 53 28 0.061 6.0 Ox 0 ShMt 46.5 255.0 st5 Living Rm h 2029 106 81 0.064 7.0 Ox 0 ShMt 41.0 245.0 st6 Living Rm-A h 2029 106 81 1 0.101 6.0 Ox 0 1 ShMt 1 11.5 170.0 st2 Supply Trunk Detail • -Trunk Htg Clg Design 1 Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5 Peak AVF 256 286 0:0581r"'• 514 9.6 8 x 10 ShtMetl st2 st2 Peak AVF 600 600 0.058 600 12.7 8 x 18 ShtMetl st6 Peak AVF 237 234 0.063 427 8.8 8 x 10 ShtMetl st2 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x 31 600 600 114.5 0.05$. 561 14.0 Ox 0 ShMt Bold/italic values have been manually overridden I 'wrightsoft 2023 Aug-09 13:28:31 .�..... ..��., Right-Suite®Universal 2023 23.0:01 RSV30008 Pagel ...orp.500 Arshamomaque Ave Southold NY 11971.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: MC0353 Date: Aug 09,2023 PINE r Ing Sys 2-2nd Floor ,; By: Michael A.Caruso Energy Testing'Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@gnergytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Sligo Construction Corp: "l' 500 Arshamomaque Ave, Southold, NY 11971 Heating Cooling External static pressure ;; 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.203/,0.047 in H2O 0.203/0.047 in H2O Lowest friction rate 0.069 in/100ft 0.069 in/100ft Actual air flow 500 cfm 500 cfm Total effective length (TEL) 363 ft SupplyDetail Table Design Htg Clg' Desi n Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) R (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 h 652 23 23 0.071 4.0 Ox 0 ShMt 20.0 265.0 st3 Bed Rm 2 c 2660 97 . 132 0'',073 7.0 Ox 0 ShMt 32.5 245.0 st3 Bed Rm 3 c 2372 96 118 0.072 7.0 Ox 0 ShMt 28.0 255.0 st3 M.Bath h 1131 41 33 0.069 5.0 Ox 0 ShMt 20.0 275.0 st4 M.Bed Rm h 2749 99 93 0.070 7.0 OXO ShMt 27.5 265.0 st4 e M.Bed Rm-A h 2749 99 93 0'.078 7.0 Ox 0 ShMt 17.5 245.0 st4 M.Wlc h 1287 46 9 0.074 5.0 Ox 0 ShMt 21.5 255.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 216 273 0.071 492 9.1 8 x 10 ShtMetl stl st4 Peak AVF 284 227 0.0691"k 511 9.3 8 x 10 ShtMetl SO stl Peak AVF 500 500 0.069 643 11.5 8 x 14 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design,,,, Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR • (fpm) (in) (in) Opening (in) Matl Trunk rb3 12x 26 500 500 67.5 0.069 637 12.0 Ox 0 ShMt Bold/italic values ha4e been manually overridden ,` "4 'wrightsoft- 2023-Aug-09 13:28:31 �, .� .•.. ... .,.,�., Right-Suite®Universal202323.0.01RSU30008 Paget j4CX t ...orp.500 Arshamomaque,Ave Southold NY 11971.rup 'Calc=MJ8 .Front Door faces: E I i 1 \ . tali Ib Foundation T 4'-011 Full Cellar r 8V rr 6 rr I •i!rj 811 ..•p + It 10x8� F x8 , 714 r� 18x8 6 711 :9! ILI I •r I Job#: MC0353 Energy Testing Services Scale: 1 : 65 Performed by Michael A. Caruso for: Z Page 1 Sligo Construction Corp. 1648 Locust Ave Suite E RightSuite®Universal 2023 500 Arshamomaque Ave Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 ! Phone:631-244-2627 License:7960376 2023-Aug-09 13:28:49 www.ene�gytestingservices.com mcaruso@energytestingservi •••omaque Ave Southold NY 11971.rup ,SI y r I 1s.t Floor i. 126 cfm 53 cfm 4'-0" LAV. Kitchen Dining Rm 1.53 cfm Ylu Hall aundry • . I I. ' 600 cm l I 106 cfm Bath 1 8 cfm Living Rm Stairs v'I Bed Rm 4 R119 cfm I ' Job#: MC0353 i Scale: 1 : 65 Performed by Michael A. Caruso for Energy Testing Services page 2 Sligo construction Corp. ;b 1648 Locust Ave Suite E RightSuite®Universal 2023 500 out h ld,NY 1 ue Ave Boherhla,NY 11716 Southold,NY 11s71 Phone:631-244-2627 License:7960376 223.0.01 9 130008 023-Aug-0 13:28:49 j ! www.energytestingservices.com mcaruso@energytestingsery •..omaque Ave Southold NY 11971.rup Y 1. 2nd Floor M. WIC 41 cfm 23 cfm 118 cfm M.,Bath Bath 2 Bed .Rm 3 46 cfm ul 511 4 rr 711 99 cfm 10 x 8 Hall 2 71 1 10x8 _ �1211 14 x 8 500 cfm 711 Stairs 2 711 W Bed Rm Bed Rm 2 99 cfm 132 cfm Job#: MC0353 Energy Testing Services Scale: 1 :65 Performed by Michael A. Caruso for: Page 3 Sligo Construction Corp. 1648 Locust Ave Suite E Right-Suite®Universal 2023 500 Arshamomaque Ave Bohemia,NY 11716 Southold,NY 11971 23.0.01 RSU30008 Phone:631-244-2627 License:7960376 2023-Aug-09 13:28:49 www.energytestingservices.com mcaruso@energytestingsery ..•omaque Ave Southold NY 11971.rup LELD INSPECTION REPORT I DATE COMMENTS 0I •o FOUNDATION (IST) -- ------------------------------------ C FOUNDATION (2ND) S a D��.+2a�1 I.uL ® Sloe tit 0� ''✓w�Cod.ale k, ska piety, -he, L n, cn i��121�. 0966M.PNLl h9 Ap- 64 't mftvvx 4a• ROUGH FRAMING& l��.ece- PLUMBING VJvl�i5U22 bier. g, D 1<130 2 % Bla&jew Weft" � V r INSULATION PER N.Y. y % l STATE ENERGY CODE �G3lS� I A' a 1 FINAL ADDITIONAL COMMENTS 12, !Z 23 a z ar-f co AW m o. c re c ' ve, «-#I . - y 0. CRX)a �h M�ty w b L-\, o UJ� � x u � �n H a i h&2 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 htWs://www.southoldtgMM.g Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspector: 1 { yR�"ier�1�313.{ 7 >u Fit, `r �a M Ftyrt{1 !'rarrdkvp,v{crn LI '?A 1 5 s � T G 3 7� o dy+ 9 ky{. wr v�, a v e w a re r>3 s nt +n�ro 'Yr w� 2023 �Apllsations,ar�tl#dorms musi Abe filledout in{heir ehtiretrw lncolnplete`"'�{ fin }" NOV srs'j: applications will ngi`be'accepted Where the�pplic�nt is not the owner a�� Qwner's l4utborizatian!fortnf(Page 2)shall be crrl�ted Y& G a lit�tg�rj �� 3 Tpg q�s• �^ .i ��r�t.4�ir�'n�w}i fig..., I}�ra�1R��}�v'�ur^;'�^Ii'�k�w{a�','���r4��8'f�'t71S„k,z,wukad.t+h•.'�'`+u+t Dn4x ���.t7;,.�95 ,�$ri���4+x kv Yr�t3 v.'�5.;nn��h`,.4J7��� � Date: Noqh;L-3 � y�5��i ',, �;;�"_-:. . �s'w+ ..ri'?;;ei... -�,:, �ci ,�` �.m ;? � t�4e�4 S'S � i:;;,, w`�Yq,L�"a ,as�;.�„yi'/tz 4:., v �,4.,; S+`.,rh}.4- Ye'� + �<:. wn"t. ,•�:- e �,r; 't �i �{ v(y..) �yY � dui e �rx�F:.. t ,�a.'�>lty. � 4, �v �.yf sSatY3crikyk�".5't t,an,,:.u. c s+ct..,s y+c t�.yJrck`i r�,�."Z�,�sk' 9OWNER M 1/ {O! � 1 4f 4L h. Y t t h .di,:w•x s,r v,..r,�z� � � �+�' s �.r,�:i� �(;�. tt a.+ t ! r �i14�..w,a. ur{ �'x �, ( x r- N v ��.>,._,..+c. atv,+ as.:�:,t..•�.,xtaaMdm+.$�nf..."��rwrd9luN . ,Y7,,�„�. .., ,w�rr;� � � sd3...1;'�ta4.x��1'�,.�a,. ,.,,.,gdar"ktu .,m,k.,a:Ap,}�,„,..kkre.�ss.�Yr:.7r_o.'";{,.,$ � rr Name �_.a�.0 H�, �. � .v3. SCTM#1000- Project Address: Phone#: K Email: ..C. Mailing Address 230 CdNTbCT?PER$QN♦14 2s .Le x�S �?3 t t.s ��GrXa,���4J�'� �a��2�� E ����z4��5�t�,•�k�` i�i � ".a �� � i5 f�°v�f r t < '�5�F � � w r rs` ,. Name Mailing Address: r� I Phone# Email: r 5 1 ♦»w'�`y� w,�u r.✓ ,•� 8 k �E�{ :,,. t�$k.M^�'`�,. c r a v x d '�!� t�kk,�,,z 1C-i. �.S^h,, {t c -44�§ `F:r�T ,t3t5iGN;PROFESSiONAl INOttMATIt3N a a � ?� 1 it , t. Name: Mailing Address: Phone# Email Name: f,..,. Mailing Address: Phone# l4� � �� S^S �r� Email: ' Sl..� _. ..�C. ... � >"xY�a. ,�!",1� yiv i>'�4r r ky:.v,3f� '.rr�,.wuS,7., :;:.n ',d,�a,ypf'•so r Y'�1 i n f� �rhk 3 t fi r y��t r :::�� �`y +: y3 t )sip S t w,d �A t � �a t. ! b�SCRI�TION OF PROPOSED CONSTRU�i � � � r t � : t F ktt x �'��. d� t a���' �- .� 5'�>w u,� � ,;! a k;•, � gu, - ❑ I atio�n ❑Repair ❑De _ Estimated Co to.f Project: ewSt re Ad i❑ t - ❑Other w ... .� Will the lot be re-graded? ❑Yes�J - Will excess fill be removed from premises? ❑Yes Aft 1 � s r•.Kc K �:yS �, l7�iX to "'va x teak v a,� x 7< y^ } .-.,s.Y +'.`x.2..�;�r �`,:,� ;'� s hr„ acl,`�.': �.ra;`',,.A;il� r i + 5 } = n, ra tW 4:: tK`'�� �Y � a :n � �' s� �,� if Y w•�'�AtrL -t s rr. ,+512^.5,�, tiF � fi x. �2'+.�+�5 r�'r€°,��ky �; r<�,�� a�c,r y� t} �-Y" "7Ky t h � k^3 vin, Existing use of property Intended use of property ,�, ,��(,� jcpyIM -1 S Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ElYe&M IF YES, PROVIDE A COPY .y i es h'i; ��.3 w�, tv'gl a...,,�; �4,,s^ni^+)"^.�.,N,�r3:t Kin°...��?,r� te,t j,.-~�`?yK�'b,.i�., <�', "f �"��a �,�.v�n«.�,�}�tau$n 3s y, ;s�'� 'w s,� ,:ira �'s�„,r:',�F,4 u, v l° �t�1✓n .`�� {;: CeCIC:Bf�7C A,,fB Re;rfi�ln ,The ow�►eJtbdtraG#orJtles►gn profession`ai�s�pspons�hia forsali tlta►nagb artd storm drat �ssges as prbviiltl b�fi '^ .t'..`s±fr{ �a.is..:;, a3 R�'+a..;-;3, m r:z .+..�"!au s.�:, ,k, a.,,".d t�,y?i;•••) f .v+ �: ,�k�..;��.�t ,3�.`„y 2,xa,) r"r,s�.',..Us„`£< rA�i Cha for 236 ofkthe To+s.n Co��;"{APPtlCATiO !�HEREBY MgDE+to the Sut1�)nV pe artment=foY th�iss at�ce:of a�yiidn Per,}�T,purs►l�nt Eo t e Building Zpne o;d1Hance of i he Taw,n f 5 u#hold Su Qtk,County,NewYgfkxn gt �r,applicabte Laws; rd trances o (teguia#tgns,for th Gt1n truGtrot�of buildings, , 2F o f adddions alterat�iihs br rcerr►a al qr ife alit, n1•a Nesaindesak�bed„T e a dcant #ees tf3 eo►n I� w�#Ir!a11 licabfe r . o„ t g � d pg atibhs4and#o ad �tb tl�o�ae i�sgpCtbf�,b6 prem� s"�n�i In, i� tng{s}fb� ��,5easry ilrs ctigns Eats�:s#atbinen#s m de ire i ar ,��r: }�un�sNabfe�s a Class.. Inisdeme8no�pursuantto Section 10 4�5 ofYthe Nei Ygrk Stag,Penai layi?� l�it rr xarY r�,ti�vx+F€ '�� t�,'� �,r �^ra�"��a,� s fir' t.= Application Submitted By(p ' me): '�' Y'L"-� lie��`�' �� ❑Authorized Agent Xowner Signature of Applicant Date { ) , I Z C)-L CAROLINE M MACARTHUR STATE OF NEW YORK) Notary Public-state of New York SS: No.oiMA6384635 COUNTY OF 5L/ Qualified in Suffolk County ) My Commission Expires Dec 17,2026 Cmai5--mo-/cc being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ow'"— , (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this I0 day of 2025 Notary Public PROPERTY! OWNER AUTHORIZATION (Where the applicant is not the owner) 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 i 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.southoldtgwnpy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector:--- J U N 2 1 2023 Applicatiors forms mus t befill6d out i6 their o Incomplete I t p "6'not ih Owner's Authorization form(Page 2)shall be completed_, ,l z p_, Date: ha 3 OWN F 0 PROPERTY Name:, SCTM#1000- ,.Project Addre I ss I: %J%a Phone#: �mall: Mailing S7� ,Address: ., 3,J2 At. CONTACT,PERSON Name L V Mailing Address: 19,71V ....... .. Phone#: (S7 Email: DESIGN 2PROFESSIONAL J Name: Mailing Address: C.J CA Phone#: Emaik 777777 CONTRACTOR INFORMATION i, Name,:. Mailing Address: X: Jc,�,la- IL J.9 Phone Email: ON OF PRONSTRUCTION DESCRIPTIPOSED N Other Structure [;,Addition CAlteration EIRepair ElDemolition Estimated Cost of Project: Other Will the lot be re-graded? 11Yes Will excess fill be removed from premises? DYes-Alto] r e PROPERTY I�FO ATI sI a. RM Existing use of property: a� Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesNIa IF YES, PROVIDE A COPY. ❑.Check<Box After Reading The ownerJcontract wnal is responsible for all drainage and storm water issues as provided by Egli= f the,Town Code APPLICATION IS HEREBY MADE to the_Bullding';departmer t far the'issuance of a Building Pernilt'pursuantto the Buildin Zohe.J the Town of Southold,Suffolk,County,New York and other applicable Laws:Ordinances or.Regulatlons;for the construction of buildings,g erations or for removal or demohtlon'as herein described The applicant agrees to comply with all applicab and regulations an,d to admit autho�ied Inspectors on premisspeetfons False statementsmadeherein are a Class Am�sdemeanor pursuant to Section 210 45tof the New York State Penal Law Y ; Application Submitted By(print na 1-/�• ®� ❑Authorized Agent owner Signature of Applicant: _ .� ,.._...�v.. Date: STATE OF NEW YORK) S : COUNTY OF � ` Loj` `�1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ���_j .o" 4- &--V\, Gam' (Contractor,Agent,Corporate Officer, etc.) of\said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Q -day off i,n-e— 20 —,,3 Notary lic DY I1.STItY01J public,State of PROPERTY OWNER AUTHORIZATION tsaolsi�Oco +�6 � (Where the applicant is not the owner) es)an _ 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 F BUILDING DEPARTMENT- v` �al Inspe TOWN OF SOU QED Town Hall Annex- 54375 Main b - PO Bml'44b;�, �+► '* Southold, New York 11971-0 �jj►01 ��4! Telephone (631) 765-1802'- FAX (631) 7`'5-9502 rogwr( -southoldtownny_gov-- seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: S b n Company Name: Neub04ta � )j ar(I & Electrician's Name: p i License No.:����,� y�kF- Elec. email: y Elec. Phone'No: s I request an email copy of Certificate o Compliance Elec. Address.: H0 Verve Wes+ J3Mb )on 11-701 JOB SITE INFORM/ Name:-- Address: Q C5)nGt moo" ve So u4'h b id 1 Cross Street: o p( Phone No.: - 5 I y ZZ7."z Bldg.Permit#: 5 o I pot email: S i�c 87 ® ex Mai)- Tax Map District: .1000 Section:. Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 0. Square Footage: Circle All That Apply: Is job ready for inspection?: YES N NO 0 Rough In eMP11 Final Do you need a Temp Certificate?: YES NO Issued On WC10 tmjbA '51iy1W Temp Information: (All information required) Service Size ntPh❑3 Ph Size: O �0 A #Meters Old Meter# &ew Service Fire ReconnectE]Flood Reconnect OService Reconnect DUnderground verhead #Underground Laterals r7l M2 M H Frame r7l Pole Work done on Service? DY MN Additional Information: PAYMENT DUE WITH APPLICATION �)_at I 12�vvx cQ- - �oSu�t oc,�oo �O Gym BUILDING DEPARTMENT-Electrical Inspector oa < TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 '1.fj�l �a0� Telephone (631)765-1802 h Temporary Certificate # q6 Date 2024 Customer Name U1 bampnj Electrician Name Uer" Address A Phone -7 1 e-mail S,� O , e-mail neubirreledric Phone 51 a as License# MC Size 20D A Phase Overhead Vo' Underground #of Meters Remarks #of Underground Laterals 1 2 New "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. J This verification is valid fo 0 da the date bove. Authorized by ` NZICA.D .bl/0 l� 501!� Neubauer Electric,LLC Auer 407 B Lexington Ave elect 'c West Babylon,NY 11704 T 631.587.3751 F 631.321.0873 neubauereleclricCoMmail.com Paul Davey 500 Arshamomaque Ave Southold—House final count t)J 5 E P 2 3 2024 200 Ampere Overhead Service Install 200 Ampere Panel box in basement Building Department rat Wiring of 2 zone oil-fired heating system with indirect hot water heater TQ°��' ��sc�athal� 2—Zones Electric Radiant heat with 2—sep 15 Amp circuits Wiring of 2 zone central air conditioning system Receptacle for washer with separate 20 Amp circuit(AFCl/GFI) Receptacle for electric dryer with separate 30 Amp circuit Receptacle for refrigerator Receptacle for wine refrigerator at island Hook-up of dishwasher with separate 15 Amp circuit (AFCl/GFI) Receptacle for gas range with separate 20 Amp circuit(AFCI) Receptacle for microwave with separate 20 Amp circuit(AFCI) Hook-up of exhaust hood with separate 15 Amp circuit(AFCI) Wiring of gas fireplace Wiring of 2—Septic/sewage pump systems with 2-separate 20 Amp circuit 1 -GFI Receptacle with separate 15 Amp circuit at panel box 1 —GFI Receptacle with sep 20 Amp circuit for basement AN 1 —Ejector pump Receptacle basement with sep 20 Amp circuit Door chime system 50- Decorator Receptacles 3 -Weather-proof Receptacles 1 - Island Receptacle 4—TV Receptacles 40- Decorator Switches 6 Decorator 3-way Switches 1 - Decorator 4-way Switch 5-Casseta WIFI Switches 56- Recessed fixtures,LED 2-Recessed fixtures LED (porch) Tape LED lighting kitchen 1 - LED Disc light, 6" 2 -Island fixtures 2 -Ceiling fixtures 5-Ceiling fans 5-Vanity fixtures 4-Exterior fixtures 11 - Porcelain fixtures, LED 4 Total bath fans: (1 -standard 50 CFM , 1 —Quiet 80 CFM, 1 —Ultra 110 CFM, 1 —Energy 150 cfm) 1 - Programmable Timer for energy star fan 4-Smoke detectors 3 Smoke/Carbon monoxide combination detectors 7- 15 Ampere Arc Fault circuits so�lyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 1 1 97 1-0959 �Q �y�4UfVT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 28, 2023 To: Paul Davey 1365 Watersedge Way Southold,NY 11971 RE: SCTM# 1000-66.-2-61 —Lewis,Determination of Merger Request Mr. Davey: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at(631) 765-1802. Respectfully Yours, Aman a Nunemaker, Plans Examiner rig Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-01643 5 District: 1000 Section: 066.00 Block: 02.00 Lot: 061.000 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 Frost Road Associates LP and his/her predecessors in title since prior to 4/1/1957 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: June 19,2023 FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEJ—DUVA 19th day of June,2023 J&L A.e ke Q A Notary Public v'— SANDRAi.GOLES,q N6WWftft,#01005W2467 C!1"18Sufkl Ek)Vmq:AU9.29,20 omft Nqw york � 24 Commerce Drive *Riverhead,New York 11901 • (631)727-0600•Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-016435 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: 1000-066.00-02.00-061.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREAUSES: 1000-066.00-02.00-061.000 Bennett DeBeiyedon Liber 1709 cp 579 TO Dated: 04/22/1933 Grace Rogers DeBeiyedon Rec'd: 04/27/1933 (premises and more) Grace R. Lewis FKA Grace R.Nickles Liber 6894 cp 58 TO Dated: 02/26/1971 Grace R. Lewis and John J.Nickles,joint tenants Rec'd: 03/03/1971 (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN"A 19th day of June,2023 Notary Public SMDRAJ.GOLESM Nd"pole,#010CM32467 Sufi Munty,Now York hl- CommMm Expires'Aug.29,20.�dV 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 ;go Fidelity National Title INSURANCE SERVICES,LLC Grace R. Lewis formerly known as Grace R.Nickles and formerly know as Grace Rogers DeBeiyedon. Grace R. Lewis died aresident of Suffolk County on 11/07/1997,Surrogates File No. ,123 P 98, letters Testamentary issued to John J.Nickles on 01/28/1998, John J.Nickles Liber 12719 cp 136 TO Dated: 12/20/2012 Frost Road Associates LP Rec'd: 01/30/2013 _ LAST DEED OF RECORD (premises and more) PREMISES NORTH: 1000-066.00-02.00-053.000 Bennett DeBeiyedon Liber 1709 cp 579 TO Dated: 04/22/1933 Grace Rogers DeBeiyedon Rec'd: 04/27/1933 (premises and more) Grace R.Lewis FKA Grace R.Nickles Liber 6894 cp 69 TO Dated: 02/26/1971 John J.Nickles Rec'd: 03/03/1971 (premises and more) Grace R.Lewis formerly known as Grace R.Nickles and formerly know as Grace Rogers DeBeiyedon. John J.Nickles died a resident of Suffolk County on 01/12/2021, Surrogates File No. 2021-1072 A&B, preliminary Letters Testamentary issued to John J. Nickles, Jr. and Kathleen M. Goggins- Nickles on 04/07/2022. LAST DEED OF RECORD FIDELITY NATIO AL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DLkA 19th day of June,2023 _jftk.'0'Q- Notary Public 8MDRAJ.00LESVj NoWry Publla,401005032467 8tdk cCW*,NewYodc n Cotnml &W 6xp1m:Aug.29,20!!W 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC PREMISES NORTH: 1000-066.00-02.00-005.000 E Bennett DeBeiyedon Liber 1709 cp 579 Y. TO Dated: 04/22/1933 Grace Rogers DeBeiyedon Rec'd: 04/27/1933 (premises and more) Grace Rogers DeBeiyedon now known as Grace R. Lewis formerly known as Grace R.Nickles. Grace R. Lewis died a resident of Suffolk County on 11/07/1997, Surrogates File No. 123 P 98, letters Testamentary issued to John J.Nickles on 01/28/1998. John J.Nickles died a resident of Suffolk County on 01/12/2021, Surrogates File No. 2021-1072 A&B, preliminary Letters Testamentary issued to John J.Nickles, Jr. and Kathleen M. Goggins- Nickles on 04/07/2022. LAST DEED OF RECORD PREMISES EAST: ARSHAMOMAQUE LANE PREMISES SOUTH: 1000-066.00-02.00-056.000 Bennett DeBeiyedon Liber 1709 cp 579 TO Dated: 04/22/1933 Grace Rogers DeBeiyedon Rec'd: 04/27/1933 (premises and more) FIDELITY NATI17 TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DQVJA 19th day of June,2023 Notary Public SANDRAJ.00LESW Notary PubHo,#01006032467 Suffolk County,New York Comn"on Eom.Aug.29,20 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600•Fax: (631)727-0606 ll, Fidelity National Title INSURANCE SERVICES,LLC f Grace Rogers DeBeiyedon now known as Grace R. Lewis formerly known as Grace R.Nickles. H; Grace R. Lewis died a resident of Suffolk County on 11/07/1997, Surrogates File No. 123 P 98, letters Testamentary issued to John J.Nickles on 01/28/1998. John J. Nickles died a resident of Suffolk County on 01/12/2021, Surrogates File No. 2021-1072 A&B,preliminary Letters Testamentary issued to John J. Nickles, Jr. and Kathleen M. Goggins- Nickles on 04/07/2022. LAST DEED OF RECORD PREMISES WEST: 1000-066.00-02.00-054.000 Bennett DeBeiyedon Liber 1709 cp 579 TO Dated: 04/22/1933 Grace Rogers DeBeiyedon Rec'd: 04/27/1933 (premises and more) Grace Rogers DeBeiyedon now known as Grace R. Lewis formerly known as Grace R.Nickles. Grace R. Lewis died a resident of Suffolk County on 11/07/1997, Surrogates File No. 123 P 98, t letters Testamentary issued to John J.Nickles on 01/28/1§98. John J.Nickles died a resident of Suffolk County on 01/12/2021, Surrogates File No. 2021-1072 A&B, preliminary Letters Testamentary issued to John J. Nickles, Jr. and Kathleen M. Goggins- Nickles on 04/07/2022. LAST DEED OF RECORD FIDELITY NATIONn TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN DLMN 19th day of June,2023 Notary Public LESIG Notary��R#010G05082467 � ��200( 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600• Fax: (631)727-0606 Q � , S.C.T.M.# DISTRICT 1-000 SECTION 66 BLOCK 2 LOT 61 #R-23-1234 DWELLING EFFLUENT FILTER TV-4 FFL 24.0 4"SOR 35 ITCH 118"IFT GRADE 22.5 GRADE 22.4 C10 TO GRADE GRADE 5%MAX 9EL4.4 E 22.3 [,INV20. DIST INV20.2 INV20.8 4"SOR 35 INV20.5 INV20.3 BOX PITCH 1/4"IFT NV20.1 ' 4"SDR 35 e'OAN-400 PITCH 1l8"/FT LEAPEL 15.2 EL 15.2 OD SANITARY INVERTS HIGHEST EXPECT.GROUND WATER EL 1.0 MAIN ROAD DWELLING W/PUBLIC WATER c 75' O\ Ln VACANT LOT 9 I 75' 168.30' EL 22.3 U.P. W � LOT 21 - N i N83°20101, a w m A . 8'DM'DEEPI DRY\I CELLAR ENT- In w WELL .... (23.0) f o I VV w EL 23.5 Z 75.2' (z3.o) 37.'.3.::`:: :<:,.... ... LP 27.8' 1a.o;:. 12.0 LOT 1O :-:.:PROPOSEO:'•�,:" ;;:-o�.O: DB sOxIsOEFP Q ( C An` -6 2 STY FRM PROPOSED* O ...POOL DWELLING. .('•:.".:':.... � p1 1 EXP a I(I � seE0R00M5;' r .. aAN/DO P 1-EN.22.3 WOO STOO FF1 . 3k9 >mU \ OL DR BROWN LOAM 1. ....... u GO,- ML �SOWNRT }:.::'' ...:.. ' -?:30.E 22.5 0 I xCj 3• LOT 20 IIPOVERSOED FOR POOL WATER PATIO (z2.B)M.H. YSCH/OPVCVENTRP •D I '!��i BROWN PALE VACANT a,D�IM40EEP ....p4,U: N ELECTRICAND NR SUPPLYH TO IT SP IN 150' 28.9' 6. Ln AV MEDIUM COVERED rGp1TAGE,:.:"°'' t0 PROPOSEDORIVEW SAND DRY\I pTLHEN• 4. ':.GF(23.0). :(� EL 22.1 (22.5) STK. $ IN w 144.00' o � I EL 22.5 CONTROL PANEL AND AIR PUMP NO WATER STK. S 83°20 10ii W LOT 11 ELECTRIC SERVICE TO CONTROL PANEL - OWEILHG ELEG RICA PANEL 17' VACANT I2.K. I 150' ❑ N.WOYCHUK UK L 5 LOT 19 .•w EIE m �Z rPmxm cum ss,\c Px mi mun. 2 S ��• mwm /e•vW IT.wN �U . HILT 23 QM » a ® ® z� m!I DEDICATED HYDROACTION AN-400 nyat ylG r MS ® ® ® ® Es ' ® , E3 CONTROL ° PANEL CLEANOUT DETAIL LEACHING POOL r NTS HTS SANITARY DESIGN BY: RICHARD M.MATO A.I.A. PO BOX 2284 - AQUEBOGUE NY 11931 mo PHONE:(631)523.5879 f 09 EMAIL:RMATOARCHITECT@GMAIL.COM 118" POLYLOK 2/•SAFETY SCREEN MIN 4' 4 MAX PARTNO.-7003-SS DOMED SHAPE FOR MATERIAL-HOPE NAANUN 10A0 ENGM 1111ALL W FACH ACCESS ,rou•o °$ - NNIOLE FOR EASYREMWAL PORTUNDER HD COVER '•�� 2'MIN ABOVE ,.;•f•I,{-• OF SAFETVSCREEN OUTLET INVER ' RICHARD M.MATO AIA NYS USCIG41861 SIZED TO FIT Pl510E 1 115T 71 RISER �r Daeimw DFllle f011 DDYgpp-RD MaaaC 98np EACEEDs iP•xr FEOIIDB➢OILS MIEM 1>tl 1 9f8dxe Ala W ROtRim InORa IRAxa SF>afYA1L Rn DISTRIBUTION BOX TUF-TITE EFFLUENT WATERTIGHT FLEXIBLE waa}n YPa mm 1e 1aD�a 6411 3" JOINT SEAL (1)9=1a1MR Mao W WD P M Nrs FILTER EF-0 OUTLET TO 07 PTADMa P°0L a'rldt0v HYDROACTION PUMP TANK (1)®A®'U/LM0�L R�'r D� - T-BAFF E TB-0 Leg ret11 T-BAFFLE PVC SDR 35 I. am aswuR Stu Im M EAIDff1TM Rml IRS aNOA taWA'ORRamD 6 RDeR 40.5" I L M o»um awlDa Aw MwDRMar CDOR.R Ffl®I Dff WMIRAxAa RDIAHI Aa DZ -� I Tl1F-TITS SD-4 HYDROACT10N AN-550 SIDEWALL vFPOW A!=�m m om m m Dloue mcoca m m uaprc qma eHR D[RDa SOLIDS DEFLECTOR Da'.rot.SE.maw THE .To MD Ime d,.mew ra am EFFLUENT FILTER A M mm FOR,xvL aE TGTUID UDFR m=03 ODAR s m M,ao as a R6 WO PTE NTS NON-CONFORMING LOT REVISED 12-047-23 FRONT YARD:35'MIN -DRAINAGE CALCULATION SIDE YARD:TOWN,25'TOTAL REVISED 10-19-23 REAR YARD:35'MIN REVISED 09-20-23 PROPOSED DWELLING W/COVERED PORCH: 1,307 SQ.FT. AREA:11.695.4 SO.FT. or 0.27 ACRES ELEVA77ONDAIUM. NAVD88 1,307 x 0.166=217cf REQUIRED (1) B'DIA x 5' DEEP DRYWELL=221cf PROVIDED UNAUTHORQ'ED ALRRATION O4 ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YOW STATE EDUCATION LAW. COPIES OF THIS SURVEY woaG an,au� NAP NOT BEARING THE LAND SURVEYOR'S amosSED SEAL SHAG.NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN FLPw PacrnaN PROPOSED GARAGE & COVERED PATIO: 640 SQ.FT. ONLY TO THE PERSON FOR WOW THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION nmuurrn�wmwMcx LJ5 W HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRANSFERABLE. 640 IT 0.166= 106cf REQUIRED THE OFFSETS OR DIMENSIONS SHORN HEREON FROM WE PROPERTY LINES TO THE SIRUCIVRES ARE FOR A SPECIFIC PURPOSE AND USE THEWFOP£THEY ARE ExiSma�P�m (1) B'DIA x 4' DEEP DRYWELL=177cf PROVIDED NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCIURES OR AND 07 HER IMPROVEMENTS EAS£MEN7S AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY -WEBS®MR POOL WASTE WATER SURVEY OF:LOT 10- BLOCK 1 0"s CERTIFIED TO: _7=_`I`,y SUGO CONSTRUCTION; ci LOT COVERAGE(MAX 20%or 2339 S.F.) MAP OF:BFJXOON ESTATES FILED:MAR. 16, 1946 No. 1472 WN „r s?'\ •' 'I PROPOSED DWELLING WICOVERED PORCH:1.397 SQ.FT. -V. PROPOSED GARAGE&COVERED PATIO:640 SQ.FT. SITUATEo AT:SOUTHOLD -I•x ,. SWIMMING POOL:392 SQ.FT. TOWN OF:SOUTHOLDa', 2339 S.F.Dr 20% KENNETH M flOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional LFLnd Surveying and Deeign P.O. Box 153 A uebo ue, New York 11931 THE WATER SUPPLY, Rf7.L5;DRYRELLS AND CESSPOOL GROSS FLOOR AREA 4 g LOCATIONS SHOWN ARE FROAT FIELD OBSERVATIONS 2100 S.F.t(12.5%x 1702)=2313 S.F. FILE 0 223-90 SCALE:1'=20' DATE:JULY 15. 2023 N.Y.S.LISC.NO.0508B2 PHONE(881)298-1588 FAX(631)290-15BB AND OR DATA OBTAINED FROM OTHERS S.C.T.M.# DISTRICT 1000 SECTION 66 BLOCK 2 LOT 61 #R-23-1234 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE AND A HALF BATH/GARAGE DWELLING EFFLUENT FILTER TW-4 FFL 24.E 4"SDR 35 DATE 11/9/23 .S F 0. R-23-1234 ITCH 1/8"/FT GRADE 22.5 GRADE 22.4 - C/O TO GRADE GRADE 5%MAX GRADE 22.3 APPROVED INV20. DIST INV20.2 TOTAL MAXIMUM BEDROOMS 4 INV20.8 4"SDR 35 INV20.5 INV20.3 BOX NV20.1 EXPIRES THREE YEARS FROM DATE OF APPROVAL PITCH 1/4"/FT 4"SDR 35 8'Oxl6'DEEP AN-400 PITCH 1/8"/FT LEACHING POOL p p OOC7000 EL15.2 EL15.2 =OOO=� EL4.4 HIGHEST EXPECT.GROUND WATER EL 1.0 Design Professional's Certification Required. SANITARY INVERTS Submit P.E.or R.A. Certification For The Installation and Construction of the Sewage Disposal System Accessory building water line must be a minimum of 54 in.below grade Use Form WWM-073 Water lines must be inspected bj t_he Suffolk County Dept. of Health Services. Call (632)$52-5754, 46 hours in advance, to schedule inspection(s). MAIN ROAD DWELLING W/PUBLIC WATER o 75' VACANT LOT 9Ln 75' 168.301U.P. EL 22.3 0 OT 21 I -31 r w L o N 8302011011 E CELLAR ENT. Q w z DRl^ (23.0) d- W \WELD (23.0) 5 �_ .� ry Z EL 23. 8'DIAx5 DEEP .3 0'' LP j �V p 12.0' W 27.81 14.0': PROPOSED; ;:;;c 8'0x16'DEEP o ° LOT 10 z sTY FRM.:::.::..... DS W ;: ►� :;:;:...... b. :DyyELLING;.. :3.5' Lu V LAi •-PROPOSED••, O M' ;.48EDROOMS;:-:,':;: '% EXP : v POOL ::' ¢ WOOD STOOP FFL(24.0)'::::.:.:.::.;o U AN400 W a ELEV. 22.3 N: %O d C.O. OL DR .... O 1 : 30.8': O ' O Z BROWN T 20 , / (22.8,' (22.5) o' I j ML 3' LO **OVERSIZED FOR POOL PATIO M.H. O CH 40 PVC VENT PIPE ^, 3 WASTE WATER ELECTRIC AND AIR SUPPLYHOSE TO OWTS cij i�_ Q BROWN PALE VACANT 8'DIAx4'DEEP t :.:24.0' ::;:::; 3 PROPOSED DRIVEWAY I ' 1 .0' SP TO FINE 28.9 COVERED ;c ::'::GARAGE :':::: 7- MEDIUM -�� OUTDOOR c> I DRY t EN, ( EL 22.1 SAND ace %WELL/ b I ,m•': (22.5) v 6' W - ' w o1 g :.W.. ..i` 144.0 I a ui CONTROL PANEL AND AIR PUMP O EL 22.5 11 w ELECTRIC SERVICE TO CONTROL PANEL S 83o 2010 LOT 11 NO WATER DWELLING ELECTRICAL PANEL - 17' VACANT JULY 12, 2023 LOT 19 150, MAIN K. WOYCHUK LS COVER � BREAKER PLUG r� TO� N 2 FM4ISNED GRADE (THREADED) SQUARE - Ir �'�•�' " SDR 35 PVC PPE OR E". Z 2 MCM I/V PER FT.MIN. V • MET :y t CONCRETE BASE � CIRCUIT CLEANOUT BOX . ® ® ® BREAKER CLEANOUT ® ® ® (� 30AMP ADAPTER ADAPTER n a>~ shod HYDROACTION AN-400 A ® ® © DEDICATEDTO w 30 DEGREE FITTING M M � F HYDROACTION LSERVNT OL Y NTS ® ® ® ® ® ® HYDROACTKNi CONTROL PANEL 71t=i9 = ® V- 00 E 010 3 �MIN N'A1ER FLOW / CONTROL SEWER LINE PANEL CLEANOUT DETAIL LEACHING POOL NTS NTS SANITARY DESIGN BY: I RICHARD M.MATO A.I.A. PO BOX 2284 AQUEBOGUE NY 11931 LOCKING CASTING PHONE:(631)523-5879 -LOCKING GRADE EMAIL: RM TECT@GMAIL.COM D ARCy� 118" POLYLOK 24"SAFETY SCREEN -MINX PART NO.-30OMS DOMED SHAPE FOR MATERIAL-HOPE Q MAXIMUM LOAD TRENGTH INSTALL IN EACH ACCESS HD POLYLOCK COVERS MODEL sane-HD HANDLE FOR EASY REMOVAL PORT UNDER HD COVER 2"MIN ABOVE ; OF SAFETY SCREENml norm OUTLET INVER ''.� 041661 gTFOF E�yO RICHARD M. MATO A.I.A. NYS LISC#041861 INLET OUTLET FLOWLINE SIZED TO FIT INSIDE FIRST 24"RISER BAFFLE REOT ENDCAP TYPE IF INLET PITCH LEVELING DEVICES DW01MG WITH 4 BEDROOMS-NO GAREAM GRINDER EXCEEDS 1/2'/FT REMO OWTS SYSTEM FOR 4 BEDROOMS 440 GM REQLW LEACHING AREA 300 SF SWEWAL AREA DISTRIBUTION BOX TUF-TITE EFFLUENT WATERTIGHT FLEXIBLE PRW=SEPTIC SYM FOR 4 emRoaa 64" �'311 NTS FILTEF EF-4 JOINT SEAL (1)HYDROACTION M400 440 GPD(OWTS) OUTLET TO (1)LEACHING POOL W006TEEr HYDROACTION PUMP TANK (1)EXPANSION LEACHING POOL 8,111e'DEEP no TUF-TITE TB-4 - SANITAR Ns T-BAFFLE PVC SDR 35 1.THE OWTS INSTALLER SRVL MD AN ENDORSEMENT FROM THE SUFFM COUNTY DEPARTMENT OF HEALTH. 2.AN D ECUIED OPERATION AND MAINTENANCE CONTRACT MWEEN THE MAINIENENANCE PROVIDER AND M C-TI S TE D-4 SMI BE PROVIDED TO THE SCDHS 40.5 TU HYDROACTION AN-550 SIDEWALL I 3.PROVIDE A 2'VENT PIPE FROM HE MUM OWTS TO THE AND CONNWr TO THE SANITARY VEN M THE MUSE MUSE SOLIDS DEFLECTOR M VENT PIPE SHALL BE PRCIIED TOWARD THE OWTS SO ANY UQ=W"L DRA"N TOWARD TIE OWTS EFFLUENT FILTER 4.MULNENtF`TER%IA1BEIWAUID UNDER THE ACCESS CM OF TW M400 UNIT ON THE WW PIPE NTS NON-CONFORMING LOT FRONT YARD:35'MIN REVISED 10-19-23 DRAINAGE CALCULATION SIDE YARD: IO'MIN,25'TOTAL REVISED 09-20-23 TYPICAL. SILT REAR YARD:35'MIN SCREEN SECTION PROPOSED DWELLING W/COVERED PORCH: 1,307 SQ.FT. AREA: 11,695.4 SQ.FT. or 0.27 ACRES ELEVATION DATUM. NAVD88 GEOTEX71LE FANS 1,307 x 0.166=217cf REQUIRED SUPPORT POST WOOD (1) 8 DIA x 5 DEEP DRYWELL=221cf PROVIDED UNAUTHORIZED ALTERATION OR ADD17701V TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW PORK STATE EDUCA71ON LAW. COPIES OF IRIS SURVEY vWOOD OR MEETAL MAP NOT BEARING 77-IE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN FLOW D1RECT10N PROPOSED GARAGE & COVERED PATIO: 640 SQ.FT. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U770N EXCAVATED AND US7ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTTTU770N, GUARANTEES ARE NOT TRANSFERABLE. BACKFILLED TRENCH 640 X 0.166= 106cf REQUIRED THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE WEY ARE EXISTING cRouNO (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED v NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCE$ AD01770NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS ►00VERSIZE'D FOR POOL AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY _ _ WASTE WATER SURVEY OF: LOT 10 - BLOCK 1 OF NE SLIGO CONSTRUCTION; - w CERTIFIED TO: '1`-' M. Y - - LOT COVERAGE(MAX 20%or 2339 S.F.) MAP OF:BEIXDON ESTATES A, �IN� wc� °p P SMINIM. cy PROPOSED DWELLING W/COVERED PORCH: 1,307 SQ.FT. FILED: MAR. 16, 1946 No. 1472 _� :. Y `�'�x �':' PROPOSED GARAGE&COVERED PATIO:640 SQ.FT. SITUATED AT: SOUTHOLD r _ SWIMMING POOL:392 SQ.FT. _ o TOWN OF SOUTHOLD URV 2339 S.F.or 20% KENNETH M WOYCHUK LAND SEYING PLLC SUFFOLK COUNTY, NEW YORK tis� 050882 Professional Land Surveying and Design ,l ,� 'R P.O. Bos 153 A uebo ue, Nei► York 11931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL GROSS FLOOR AREA d q g LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS 2100 S.F.+(12.5/o x 1702)=2313 S.F. FILE # 223-90 SCALE:1"=20' DATE:JULY 15, 2023 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS. S.C.T.M. NO. DISTRICT- 1000 SECTION: 66 BLOCK: 2 LOT(S):61 #R-23-1234 MAIN R OAD JAN 3 0 2024 �° -�'� Q 1,30 DWELLING W/PUBLIC WATER o rn ^1s�E-Fsr:q P,�Yr�L3�-a:�r:L,nt 75 Ln B � SAw4l 0"SOuthuld —� VACANT LOT 9 LO U.P. 75' 168.30' STK. I EL 22.3 LOT 21 W ------- w I �20'10" Z 1 N 83 E w — STK. W 8'DIAx5'DEEP;WE Li CELLAR ENT. cfl CD d' (23.0) to O EL 23.5 1 --/(23.0) ! 37.4' ._ z 75.1 LP o OL ELEV. 22.3 27 8, 14.0'_:...:. 12.0' 3.0' 8'MUDEEP DR BROWN o LOAM W LOT 10 DB o BROWN cn :•*pkOpOSED'•. 'O FOUNDATION o I U ML SILT R,- (A LOCATED EXP � �a m POOL ... o a i o 1/22/24 3.5' Q 3' - -o: ......... AN400 `1 �I .N........... BFl� )) 43 3, o I SP TO o C.O. MEDIUM SAND 30.9 LOT 20 ** PATIO (22.5) 3 r OVERSIZED FOR POOL , (22.8) 2"SCH 40 PVC VENT PIPE `S'0' '� Q� du WASTE WATER M.H. Cij I VACANT 8'DIAx4'DEEP 24 0' ELECTRIC AND AIR SUPPLYHOSE TO OWES 150' 44.9' - NO WATER FOUNDATION a, JULY 12, 2023— 17' /DRY-\ C.O. LOCATED o O EL 22.1 I K. WOYCHUK LS o \WELL% 1/22/24 STK. cn I I 6 o Ln W w 144-00 NON-CONFORMING LOT rn FRONT YARD:35'MIN SIDE YARD:1O'MIN,25'TOTAL - rn REAR YARD:35'MIN EL 22.5 O 0'10�� w CONTROL PANELAND AIR PUMP I 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL STK. S 83 2 LOT 11 ELECTRIC SERVICE TO CONTROL PANEL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. LOT 19 VACANT DRAINAGE CALCULATION AREA: 11,695.4 SQ.FT.or 0.27ACRES ELEVA77 DATUM. NAVD88 150' DI SECTION PROPOSED DWELLING W/COVERED PORCH: 1,307 SQ.FT. CEDTE]aILE FABRIC 1,307 x 0.166=217cf REQUIRED UNAUTHORIZED ALTERAAON OR ADDIAON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY SUoo oR� (1) 8'DIA X 5' DEEP DRYWELL=221cf PROVIDED MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON Flaw DIRECTION PROPOSED GARAGE & COVERED PATIO: 640 SQ.FT. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U710N, GUARANTEES ARE NOT TRANSFERABLE. EXCAVATED AND THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE BACMLLED TRENCH 640 x 0.166= 106cf REQUIRED NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCE.% ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS E%BING GROUND (1) 8'DIA X 4' DEEP DRYWELL=177cf PROVIDED AND/OR SUBSURFACE S7RUe7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77HE OF SURVEY •*oVERs¢m FOR POOL SURVEY OF: LOT 10 — BLOCK 1 CERTIFIED TO: SLIGO CONSTRUCTION; ` WASTE WATER MAP OF. BEIXDON ESTATES LOT COVERAGE(MAX 20%or 2339 S.F.) FILED: MAR. 16, 1946 No. 1472 �°i PROPOSED DWELLING W/COVERED PORCH:1,307 SQ.FT. SITUATED AT: SOUTHOLD PROPOSED GARAGE&COVERED PATIO:640 SQ.FT. TOWN OF: SOUTHOLD SWIMMING POOL:392 SQ.FT. RE KENNETH M WOYCHUK LAND SURVEYING, PLLC F LOC. 01-22-24 SUFFOLK COUNTY, NEW YORK REVISED 12-06-23 2339 S.F.or 20% 1♦ Professional Land Surveying and Design REVISED 10-19-23 P.O. Boa 153 Aquebogue, New York 11931 REVISED 09-20-23 GROSS FLOORAREA FILE $ 223-90 SCALE: 1"=20' DATE: JULY 15, 2023 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 2100 S.F.+(12.5%x 1702)=2313 S.F. S.C.T.M. NO. DISTRICT. 1000 SECTION: 66 BLOCK: 2 LOT(S):61 #R-23-1234 SEPTIC LOCATION POINTA" POINT"B" S.T. 24' 33.5' MAIN ROAD D.P. 29' 31' 0 L.P. 36.5' 27' C` LO LOT 9 L' 168.30' STK. U.P. I EL- L 21 rn 4'pOSTNVIRE POOL FENCE 0.2'S w w I w w N S302011 if E - p0 / I STK. DRYS, CELLARENT.x pN��� 8'DIAx5'DEEP WELLI Z29-01 74.9' 37.7 N L.P.GAS 8'0x16'DEEP L 23.5 iv_ 0 I ... ...... :::3.0' Ci P w INGROUND. ::::::::::::.::::::::::.:.:... \10oI •:•:.POOL':':",, LOT 1 O 2 STY FRAME; W "� 11 U ice ''� o 3.5'. vs I v� e 9 == LOT 20 :: t T :::�4:.. AN400 0 I 0 O j . J A N 3 2025 'ALE: p STONE BRICK ::::..1::::.:::.:.:.:::.:::.A C 0 I O r o PATIO """""" m o EL M.H. S— 31. 3 M I YE1,�..r'sL 4r' i�eeF7f T,47@� n GRAY $4� ry� m /~, I ii nt-,? Fps C,..-, <tfi�olds p m 15' 7' ..... _J N m :.:.24.3':•:•:•:•:•:•:•:•:• Ln GRAVEL DRIVEWAY 28.6' 16.1' I .... 3 "OVERSIZED FOR POOL WASTE WATER DRYS C.O. EL 22.1 8'DIAx4'DEEP � ELLi °� V>`f;rE6 STK. Qi o POOL E \9 PATIO. !2a ':.... I. 0 27' w 144-.00 . NON-CONFORMING LOT - I FRONT YARD:35'MIN I I SIDE YARD:10'MIN,25'TOTAL EL 22.5 4 IRE POOL FENCE 9.2'N Cn REAR YARD:35'MIN C3� 'POSTIW N CONTROL PANEL AND AIR PUMP THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL STK. S 83020'10" W I'- LOCAnONS SHOWN ARE FROM F7ELD OBSERVATIONS LOT 11 AND OR DATA OBTAINED FROM 07HERS LOT 19 I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AREA: 11,695.4 SQ.FT.or0.27ACRES ELEVA711 DATUM: NAVD88 ^ - ) , APPROVAL OF CONSTRUCTED WORKS FOR UNAUMOR12ED AL7ERA77ON OR ADDITION 70 THIS SURVEY IS A WOLA77N OF SEC77ON 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY I(' y r�� swfV-P-QA SINGLE FAMILY RESIDENCE AND MAP ONLYNOT 70 THE PING ERSONEFORNWHOMR THE SURVEYIRS N PREPARE D SEAL�ND ON HISALL NOT EBEH BEHRED ALF THE 717LE COMPANY,UE COPY GUARANTEES GOVERNMENTAL AGENCY ANDA INDICATED INS77EON TU77 SHALL ww" L I LISTED HEREON, AND To THE ASSIGNEESE. �ASSIGNEES OF THE LENDING INS71TU770N, GUARANTEES ARE NOT 7RANSF£RABL (.1 lofnI -4, A HALF BATH/GARAGE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIF7C PURPOSE AND USE THEREFORE THEY ARE NOT AND%NTENDED 70 MONUMENT THE PROPERTY R SUBSURFACE STRUCTURES RECORDEDLINES OR 70 OR UNRECORDED ARE NOTIDE THE EC77ON OF FEW= ADD177ONAL STRUCTURES OR AND GUARANTEED UNLESS PHY5YCALLY EVIDENT N THE PREMISES APROVEMENTS T THE ME OF SURVEY EASEMENTS Date 01/02/2024 H.S. Ref. NO. R-23-1234 SURVEY OR LOT 10 - BLOCK 1 OF NEIV CERTIFIED TO: SLIGO CONSTRUCTION; The sewage disposal and water supply facilities at this location have been MAP OF. BEIXDON ESTATES ,a M. K'o}cr0p� inspectedandlor certified by this Department or other agencies and found FILED: MAR. 16, 1946 No. 1472 r2 to be satisfactory FOR TOTAL MAXIMUM OF BEDROOMS. SITUATED AT. SOUTHOLD o FINAL 10-21-24 TOWN OF: SOUTHOLD n � FND. LOC. 01-22-24 ,� KENNETH M WOYCHUK LAND SURVEYING, PLLc Jonathan Pai SUFFOLK COUNTY, NEW YORK ��0 050862 Q REVISED 12-19-23 P.E. Chief P v Professional Land Surveying and Design REVISED 10-19-23 � N P.O. Box 153 Aquebogue, New York 11931 REVISED 09-20-23 Office of Wastewater Management FILE # 223-90 SCALE: 1"=20' DATE: JULY 15, 2023 N.Y.S. LISC. NO. 050882 PHONE (631)298-1688 FAX(631) 298-1588 S.C.T.M. NO. DISTRICT: 1000 SECTION: 66 BLOCK: 2 LOT(S):61 #R-23-1234 SEPTIC LOCATION POINT"A" POINT"B" ROAD S.T. 24' 33.5' MAIN D.P. 29' 31' 0 L.P. 36.5' 27' Ln r- Ln LOT 9 168.301 STK. U.P. I EL- 3 LOT 21 4'POSTnIVIRE POOL FENCE 0.2'S w Vv I 02011 E `,' oD STK. N 8302011 /DRY"1 CELLAR ENT 8'DIAx5'DEEP\WELL 2 I L .........•.•.•3..0e' L.P GAS29.0' 8'0x16'DEEP 4 37.7 OZ23.5 7 . '::::: :::o Po ::::::::: :::; o QjW j W INGROUND: ...POOL'.. LOT 10 ....... 2 STY FRAME::::... Cam' o w DWELLING ;:;:::;: 3.5'.: �s LOT 20 .:.:.:::.:4q:..... ::::::: AN40000 I �1 C. 0 O p +, STONE BRICK T v PATIO 31.1 ;:'' A 0" j 0 m GRAVEL M.H. s— �S— 35.4 ti o 15 7 I N m .......:.:.24.3' GRAVEL DRIVEWAY 28.61 16.1' I "OVERSIZED FOR POOL �.:' � .•1 ST FRM.:::::::;.�• I WASTE WATER DRY�1 �, `C o 3.4';.;.;-;GARAGE•;•;•;•;"' EL 22.1 8'DIAx4'DEEP ELL/ in V>`IE6 :.:.:.:.;.:.... STK. I o POOL EQF. - PATIO. �.::::.... ' 0 27' - w 14-4•.00 j NON-CONFORMING LOT - FRONT YARD:35'MIN I I SIDE YARD:10'MIN,25'TOTAL EL 22.5 IRE POOL FENCE 9.2'N N REAR YARD:35'MIN Cn 4'POSTIW CONTROL PANELAND AIR PUMP 7HE WA EER SUPPLY, WELLS, DRYWELLS AND CESSPOOL sTK. S 8 3 0 20110�� W 14 LOCA77ONS SHOWN ARE FROM F7ELD OBSERVA77ONS LOT 11 AND OR DATA OBTAINED FROM OMERS LOT 19 I AREA: 11,695.4 SQ.FT.or O.27 ACRES ELEVAH1 DATUff NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY } '' MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN + ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTIONLISTED THE OFFSETS OOR DIMENSIONS SHOWN HEREON FROM N, AND TO THE ASSIGNEES OF THE LATHE PROPERTY LINES 70 THE DING INS777U770N, STRUCTURES ARE FOR ARE NOT SPECIRC PURPOSE AND USE THEREFORE 771EY ARE S � JA N 6 2025 1 L, NOT INTENDED 70 MONUMENT THE PROPERTY LINES R 70 GUIDE 771E ERECTION OF FENCE$ ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RU0fURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT N THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 10 - BLOCK 1 OF NEyV CERTIFIED TO: MEAGHAN JONES; C'?4?L 'en in = 5 MAP OF. BEIXDON ESTATES AP�.N o}mop FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED: MAR. 16, 1946 No. 1472 - SITUATED AT. SOUTHOLD Y CORRECT GARAGE LABEL 01-05-25 TOWN OF: SOUTHOLD 0 FINAL 10-21-24 n FND. LOC. 01-22-24 SUFFOLK COUNTY, NEW YORK �2 a KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 12-06-23 S OS 88 JQ Professional Lend Surveying and Design REVISED 10-19-23 N P.O. Box 153 Aquebogue, New York 11931 REVISED 09-20-23 FILE (F 223-90 SCALE: 1"=20' DATE: JULY 15, 2023 N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 FAX(031) 298-1688 ACO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 10/23/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holdenin lieu of such endorsement(s). PRODUCER CONANAME:C Lisa Marie Aspen Agency Inc (PH FA o E , 631-471-7575 ac No;(631)389-2439 191 Ronkonkoma Ave ADDRESS: pe - v. lisa@ as nn com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co INSURED INSURERS: Sligo Construction Corp INSURERC: 1366 Watersedge Way INSURERD: \ Southold, NY 11971 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00019981-1047792 REVISION NUMBER: 38 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE ADOL SUBR POLICY NUMBER MMIDD POLICY EFF MO/DD LICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY GL2023RLHOO420 1011512023 10/1512024 EACH OCCURRENCE $ 11000,000 D AGE T RENTED CLAIMS-MADE X OCCUR P EM SET E occurrence $ 100,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY jECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Pe accident) $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accdent $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILI Y y I N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,AddlUonal Remarks Schedule,may be attached If more space Is required) i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 pUTHORI2E EPRESENTArIVE Southold, NY 11971 LIS) ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS on 10/23/2023 at 12:56PM NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysitcom CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) 0. .0 A A A A A A 582445685 SLIGO CONSTRUCTION CORP 1365 WATERSEDGE WAY . SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP TOWN OF SOUTHOLD 1365 WATERSEDGE.WAY 54375 ROUTE 25 SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11353 733=7 205572 04/15/2023 TO 04/15/2024 11/9/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1353 733-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:387350156 U-26.3 i Suffolk County Dept.of Labor,Licensing&-Consumer Affairs n <; HOME IMPROVEMENT LICENSE Name PAULJDAVEY Business Name SLIGO CONSTRUCTION CORP This certifies that the bearer is duly licensed License Number H-25373 by the County of suffolk Issued: 08/22/2001 Rosalie-Drago- Expires., 08/01/2025 Commissioner ESL u•• - f ' �1 If �. - t , — ��+ � d.�+� f��v�l ai� E4 .r•'�7�` P� P , �'�" �- Q..S �", "'.r'. ry'T+ r,�'� ' f' - , S + f _ I 3 • t Suffbl Cotitnt Executives `Office of Consumer Affairs f _e VETERANS MEIVIQRIAL HIGHWAY - HAUPPAUGE,NEW.I'ORK 11788 - - - ` - DATE IS.LTED: 8/22/1- 001 '' IVo 29373 H , , FO TY „ , ' SUF ILK COUN H--o" e I provementI"co actor License: 4 _ This is`to certr' that ;. - - PaUL JbAVEY - . ,-doing.businoss>as ; SI ICO +©1vS'I'R>tJCI'II4N CORP _ - - - - .? ha\rin furnisl ed"the re uuemchts:set brth n:accordanc"e-wfth and sub`ect`ta:tbe 1" 'i' .. : g q J . proves ons of appllcab'le laws,_rules ;arid regulations of the County of Suffo'1k, State of New York is,hereby hcensetl to conduct business as a HOME ,' ' °IMPROVEMENT CONTRACTOR, in the'County.of Si#f'olka Businesses Additional t NOT VAL ID WITHOUT ` � DEPARTiVIEl TAI"SEAL AND A CURRENT -CiDNSU1ITER AFFAIRS ` ",.,'ED.CARD Director " *a 5 GENERALNOTES GENERAL PROPOSED NEW DWELLING FOR: 1;NO WORK IS TO START UNTIL PERMIT IS OBTAINED FROM THE BUILDING DEPARTMENT. 2.ALLWdMSHALLCONFORAI WITH THE 2D20 RESIDENTIAL CODE OF NEWYORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CDDES 3 ALL UNNOTEDOR NCNWSIBIE EASEMENTS OR CONOTIIONSWHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OFCONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWEWNG HAS BEEN DESIGNEDTO BE W CONFORMANCE WITH THE ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL LODE OF NEWYCRK STATE THEARCHITECT OR ENGINEER SHOULD HE FAIL TO FOLLOWTHIS PROCEDURE AND CONTINUE TO NARK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISINGTHERETT�DM. MECHANICAL CODE NOTE: 4 NODEVIATIONSOR CHANGESTOANY PART OFTHESEPLANS SHALL BEMADEUNLESS THIS PROJECT SHALL COMPLYWITH THE MECHANICAL CODE OF FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE CHAPTERS 12 THROUGH 24. i ORYWELLS AS REWIRED BY S7ATEANDLOCALCOOES 6 ALL DIMENSIONS HEREIN ARE APPROXIMATE NOT TOBESCALEDANDARE SUBJECT PLUMBING CODE NOTE: SLIGO CONSTRUCTION TO REVISION AS PERACTUAL FIELD CONDITIONS THE DISCRETION OF THE OWNER, THE PROPOSED DWRLWG HAS BEEN DESIGNED TO BE M CONFORMANCE WITH THE AND AS DIRECTED ANDIOR APPROVED BY THE ARCHITECT OR ENGINEER. 202D RESIDENTIAL CODEOF NEWYORK STATE CHAPTER 25 THROUGH 33 7.OMEWCONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES. SET TFSANSCER IS HE PROPQFOCCJPANCY/COESIGN GROUP U.L APPROVAL ELECTRICAL CODE HAS 500 ARSHAMOMAQUE AVENUE B THROBBED OF PLANS IS THEOESIGNGROUPJEC.Al.IS THEPROPOS70NA71EDDWEIIMGHAS BEEN DESIGNEDTO BE IN CONFORNANLENIIH THE FOR THEONE PROTECT NOTED HEREIN ONLY(EVEN IFTMS PROTECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED}THEPLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANYWAY WHSARCITECT OR P ERN ISSIGNORLO"PAINEDE"AT FOR SUPENIISION OGROUP AND SOUTHOLD, N.Y. 11971 S.THEARCHRECT ORENGIEER IS NOT RETAINED FOR SUPERVISION OF WORK PNU ENERGY CODE NOTE: IS RESPONSIBLEFOR DESIGN INTENT ONLY. TOTHESEST OF MY KNOWLECGE BELIEF AND PROFESSIONAL IM ANY MATERIALS OR WCRI(MANSHIP FOUNDATANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFlCATIONSARE IN Q BE REMEDIED AT ONCE REGARDLESS DF ANY PREVIOUS INSPECTIONS 11.CONTRACTOR SHALL BE FAMIUAR WITH THECIRRENT GENERAL REQUIREMENTS OF CCU LIANCEWITH: Q ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL COLS OF NEWYORK STATE p THIS PROJECTVMTH THE MOST STRINGENT RECOMMENDATIONS/REQIIREMENTS W TOB12TSETHELINTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE 1 TITLE SHEET CONSTRUCTION.HOWEVER FIEIDCONOITIONS MAY ARISE DURING CONSTRUCTION CA THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED - 1.ALLPLUMBINGHAVE NDOBEDONEAP PER CCOE. 2 FOUNDATION 1ST FLOOR PLAN m- 13 ANY ANDALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2 FIXTURE TOHAVE WDMWAL SHUT OFFVALVE L0- 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3 FIXTURESTO BE PROPERLY VENTED LU W SHALL BE IN ACCWRDANCE WITH SECTION R31L 1i EXTERIOR bRWALL CVERINGS4ALBEINACORD CENTHS-71ONR703 NOTE: 3 2ND FLOOR PLAN , SECTION , RISER Y EXTERIOR ALL COVERING IN ACCORDANCE ITS SECTION R703 i6.THIS PROJECT COMPUES W THE NEWYORK STATE 2020 RESIDENTIAL CODE 1.ALLOINENSIONSANONARKOUANHTIES SHALL BE VARIFIED INTE FIELD BY THECONTRACTCR, W MECHANICAL SYSTEM COMPLIES CHAPTER 12 TROUGH 23, ANDRECEIVEO DISCREPANCIES SHALL BE ELEVATIONS OL PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33.ELECTRICAL S IMMEDIATELY REPCRIEDTOTHE ARCHITECT. CO SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE CARPENTRY: 2 FORMINOR DETAOPER CON TSHCrION OF ANYPA B FTHIS SSARY 5 ELEVATIONS ¢ FOR PROFEILSNOTRUCRW OFACIFIED WTCESSAR WORK 1.ALL LUMBER SHALL BE D.F.A2 OR BETTER UNLESS OTHERWISE NOTED(U.O.NJ SHALLBE NCLUQEDAS IF THEY WERE INDICATED ON PLANS W Cq 2 ALL LUMBER TO BEA MINIMUM OF 3 ABOVE FINISHED GRADE(I..O.N.) ;NOWORKSHALLCOMMENCE UNTIL.BANS AREAPPRCVED di 3 SILLS TO BE FLASHED(TERMITE SHIELD)WI SILL SEAL SILL TO BE A.C.Q.WOW AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 6 FRAMING DETAILS 2-7.9'D.D.N. BUILDINGS 4 ALL DOUBLE JOISTS TO BE'fECO'OREWAL,FULL SQE m o N 6 DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS(U 7 ENERGY SEALING DETAILS .O.N.) N) 6.DOUBLE JOISTS UNDER PARALLEL PARTITIONS POSTS,AND BATHTUBS N.O.N.) T.ALL SEA TOHAVEA MINIMUM 01 BEARING, 8 NOTES & DETAILS IL ALLWNDQVS TOBEIN FORMANLE W'ATTACHEDENERGY STATEMENT SEAL MOTETS NUMBERS ON PLANS 9 NOTES & DETAILS ��`` S PROWDEATLEAST(1)WNDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY / hK h.� ESCAPE NCO4FORNANCENITM 2@ONEW PORK STATEBU6.WJG CODE �F�5, SEC,R310 NM OPENMGOFi7 SO FEET(iO SO FEET®GRADE LEVEL MEN GRADE § TO SILL IS LESS THAN -NEED 4' LESS)W/MINIMUM NET HEIGHT 24•AND MINIMUM NET WIDTH II>fIs „<I*fI OF2V(OPERATIWNLCN®FORTCOLS)BOTTOM OFOPENING�KNAXINUMARR 10 NOTES & DETAILS 1B EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. ALL GLAZING SHALL COMPLY NEDINCCORDA0B 11 NOTES & DETAILS 11.STAIRWAYS STALL BE DESIGNEOMALLORDWCEWITH SECTIONS R311.ST0 R311.i7 12.NOISNREVAPOR BARRIER M TO BE INSTALLED ON THE WARWINAWITER SIDE OF THE ELEMENTS OF HE FRAMEBULDIDWALLSFLOdVELOPE ANDCENNGS COUP NCEWIT 12 TJI DETAILS ESULATI NIN ALL BUODINGTHERNALORS,RPE MACCOROANCENG SECTION N1102 13 ASPHALT SHINGLES ARE TOBEINSTALLED IN ACCIROANCEW1TH SECTION R905.2 ELECTRICAL' 1.ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE P7 NFPA 70 NATIONAL ELECTRICAL CODE GEOGRAPHIC TABLE DESIGN REQUIRMENTS 2 CONTRACTOR WILL FURNISH A FIRE UNDERWRITERSCERTIFICATE UPON COMPLETION ID20 NYS UNIFORM CODE OF WppK THE PROJECT IS WITHIN A HURRICANE PRONE REGION,CLIMATE ZONE 4A 3 ELECTRUALWRNGAN0 EQUIPMENT TO COMPLY MIT CHAPTERS 3443 -;� F 2 } _ t�-'�-P` `'' ASP? F uitP J �.x.a Pc4 HCa} 4^.d "+S Rr rA'..'-F l++ * ! l ANDLOCALBULDMG DEPARTMENT. 5 TABLE;R3012(1) CLCL A MINT GEQGRAPFIIC'DESION CRITERIA d.SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. �'' i'4�+^ N.�"'. 'S3g'.74� ��,. „b FyE /...k. ALL SMOKE DETECTORSSHALL BE NTERCONNECTEDAND HARDWIRED ° R SUBJECT TO DAMAGE FROM FLOOD AIR MEAN W i EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WIN SECTION MlSD2. WINDDESIGN SEISMIC WINTER ICE SHIELD ANNUAL GROUND 4 TOP G SP CAL HAZARD FREEZING TEMP z 6.THE EXISTING ELECTRIGLSYSTEM SHALL BE CAPABLE OF HANDLING TEIMPOSEDLd1060F QQ II DESIGN DESIGN UNOERLAYMENT PROPOSED ADDITION.IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE SNOWLOAD SPEED RAPHIC D BORDE-BORNE CATEGORY °WEATHERINGBRIS , FRpEPTME TERMITE TEMP REQUIRED INDEX FOUNDATIONS,CONCRETE AND MASONARY: P EFFECTSk REGION ¢ Y 1 MILE B -3FEET 15° YES INSERT FLOOD 599 51' m O0 1.ALL FOOTINGS TO BEAR UPONFERN,VRGIN,UNDISNRBED500_ 20PSF 130vuR NO NO FROM THE COAST SEVERE BOF HEAVY ZONE OR WA o 2.SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON ISO FOOT. p 0 y ¢ 3.FOOTNGSTO REST AMIN 34'BELOWGRAOE U.ON.STEP FOOTINGS 12 RATIO # , 1 fmA ¢ - ' -" - �9 �¢ „•RISE MAX, - _.MANUAL JJCRITERIA'REQUIREDIN SUBMITT,ED.CALCUL.ATIONS ¢o 4.WALLS TO BE POUREDCONCRETE OF SIZE AND REINFORCEMENT SHOWNON -3`FY, _ - �'s7�I'n - C m O PUNS N.D.N.) -° ALTITUDE INDOOR DESIGN ¢o orn � n WINTER SUMMER HEATING TEMPERATURE S N0 BACK F91SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LATH CORRECTION DESIGN TEMPERATURE m FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE 6.FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 7.ALL OPENINGS FOR GB FLUES,UTILITIES,ETC,TO BE FILLED SOLD WITH CONCRETE 98 FT 40'N 1S'F 85'F 1.00 68'F 75'F 53'F ALL GIRDERS WITH BEAM POCKETS AR E TO BE STEEL SHIMMED Vd I?SPACE SIDES AND ENDS U.D.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMERHUMIDRY z o fl ALL CONCRETE TOHAVEAN ULTIMATE COMPRESSIVE STRENGTH 4R 28 DAYS OF DIFFERENCE HEATING COOLING 3,ODD P.S.I.ALL EXTERIOR NATERW.STO BEAT TRAINED. Q N 3,500 P.S.I.GARAGE SLAB I EXPOSED SLAB ON GRADE/POURED STEPS. 10'F 1SMPH 7.5 MPH 72'F MEDIUM 4555% 32 GR@50%RH J S.CONCRETE SLABSTO REST UPON MINIMUM EOF FINE GRAVEL OR SANDWITH J MINIMUM SMN POLY.V.B(®OCWPIEDSPACE)ANDWTHREWREDINSUUTION LU Z OL 70.ALL SLABS ABUTTING FRAMING FLASHED DETAILED PUNS *( ,:a .A* �< 4T�,typYe p..p+L1:9`Fi'_ulrm' } '. PL4&a* 0 F O 11.BRIC(VENEER TO BE ANCHORED WI(1)WALLTIE EVERY 32'O.GVERTICALLYAND i %+ %"T °' IBCC4CL`IMATIC�AND/G€OGRAPFIIC DESIGN�CRITERIA D. - EVERY76OGHO9IZONTALLYVlIFL15HEDJdNT®BRICCIIDGEdR RELEWNG ANGLE ,:- .."�._ ;. .A. � .�.... .. .l"Z.Ih2^'€,�.SP.D :. s.:(ka Y.n.a.. f.'TnP ` •aeie.* •.3;~'.AF&' .."a �4... -.. •--_ (D Lu II WIWEEPHOES®44'OG MAXTO DIRECT ANY CONDENSATION TO THE EXTERIOR. MEANS W ¢ IMNDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD t AIR W O Z 12.APPLY(1)COAT W ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND FREEZING ANNUAL Z GO C7 DESIGN DESIGN UNOERLAYMENT FROM Faoiw0io 2°ABOVE FINISHED GRADE uNLESSNEi SITE CONDITIONS EXCEED SNOWLOAD SPEED �7Q�paG DIAL BORNE-BORNE CATEGORY 'WEATHERING, FRODEPTHNE�TERMFTE TEMP REQUIRED HAZARD INDEX TEMP 0 Z W CODE LIMITS a RAPfIIC DEBRIS P EFFECTS REGION 73.THE MASONARYCHIMNEY SHALL BE CONSTRUCTED MACCORf1WCEWITH SECTION RION, to 1 MILE B 3 FEETATE SEE YES NO !599 51' w d O Z N PLUMBING,MECHANICAL,FUEL CAS,AIC: 20 PSF 130+u1 NO NO FROM THE COAST SEVERE gOF VY BELOW B FIREISLAND Do (7 1.PLUMBING TO COMPLY WITH THE 2ND RESOE IAL CODE OF NEWYORK STATE2020 LM.0 rc '�J W �N AND 2020LF.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT, a (L u CO a F r 2 SITE SANITARY SYSTEMS ARE TO COMPLY NTH SGDH.S REOURRE6IEMS WINTER DESIGN TEMP: S PLUMBING.MECHANICAL FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68'F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY oWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 2533),MECHANICAL CODE(CHAPTER I2.23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72-F HEATING,MINIMUM 75-F COOLING �' e AND FUEL GAS CODE(CHAPTER 24)OF THE 2NORESIDENTIAL CODE OFNEWYORKSTATE -DEGREE DAYS(NY LAGUARDIA)4811,WINTER DESIGN TEMPI5'F,DRY BULB 89-F.WET BULB 75-(2020URIC APPENDIX 0) - 4.ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDAE40THIMESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 72016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS EV CAST IRON BELL(HUB)AND SPIGOT BELOWAND THROUGHCONCRETE -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND S THE EXHFATNGIAG SYSTEM SHALL HE CAPABLE OF HANDLING THE IMPOSED LOADS OF 1 2 PROPOSEDADDITION.IF NOT,SYSTEM SHALL HE UPGRADED TO MEET CODE COMPLIANCE 354 � A n•-r td A 3d Hd Ssd -- 4'POST NIOIOREOON Pd --- -- — ,42 a36FTG.BELOWGRADE --� -- --� AFm 4'd ABOVEGRA➢E n H OLD ON. m a 0 n ry ----------.Reu-w4----------------- I a HOLD N G 0 HOLD DN --- LL 1 ?•rX tr ZFTXiPNGD � 2:�.0:- j 6 0—� I i L J III I I 4 L I LAV FULL CELLAR �} I rd II i KITCHEN jm F UNHABITABLE SPACE m j N DINING ROOM 1IL6 Hd O.G.HT a . I B'd'To UNDERSIDE OF JOISTS ,T•r Ir ,Hr Hd I I rl �`3 0r 1 Q E1:N I I a I I w ti I 1 2-,s�a'x,1m'wa rsrE Es r 1 r 1 1 '^° e ' _---- Us,R+stA�Eo. s1T•.a B;wa68;s1EELPUTEs 1w 7 J L J I I I I s< ED0- s I 45IEEL WLVN W T I I mo E, I I ®� 66B O 1 24'X2rXT aFOOTING I I 1 I `qw I I Q92 ®[. m Q CL 1 J13 cwATH Vf 4B O.AT G.f1I b Ba. F. LIC • LU90 0 1fiwFULL CELLAR I I § LIVING ROOM.9 [LT. �C UNHABITABLE SPACE I Hd CLGM ` �� ❑� LU IS S'41'TO UNDERSIDE OF JOI S ti IIo" LAJ mYa § > �1.z "11DSDRLs I I �� ti I I # E su soaR asTs Gam+ I 1 °t� BEDROOM A4 H ,� ,T-4• ------------------ y x6, � , 2..3Px9 sEnL _—\ OLD ON. HiGN —, L EDAEw I i H DD Irl CLLIF eP.rFwru+a I I I .- o< _ s 'I I If2f��s.ly. ".:.�•j#�I uD.3HFrc.BacwcRADE'''���FF1 oD N --------- --T HOLD ON. =� I I w '� �(':�'�CO REDPORCH L3 - Y,� '=I vmcdABGVEGReDE] I I P `'I 9 e �' - 4 1 _ 1 c�r .SOEOGNG L' o I �� cO{ I 1 � \YTr 1•°/.x I _ ----------o---- HOLD DN. X•< A �x1rHOL .. `HOLD ON A 4 Hd 6d fd fd ' _ u A� �� �1�•, 6,J N� TS 6-,P Zd 5d IYI N 1Pd Hd 1Zd 14'd Hd 12d ]Sd Gsd - PROPOSED FIRST FLOOR PLAN PROPOSED FOUNDATION PLAN CONSTRUCTION NOTES: BRACING METHOD:CS-WSP(SEESHEET#9
) 114`-1'-0' Y FIRST FLOOR-1,163SQ.FC.O _m O ALLLUMBSRTHATCOMESINCCNTACIW,TH GARAGE- SD.FT. CONCRETE SHALL BE ACO LUMBER. PORCH•130 SO.FT. ¢w TOTAL=1,B14 SO.FT O Z ¢Z ®AS PER MANUFACTURER'S SUED PECRCIATIONS 9 NAILED a a WINDOW SCHEDULE DOOR SCHEDULE 00 caNCRETEWnu NOTE! SYMBOL R.O. DIM. WINDOW MODEL STYLE AMT. NUMBER DOOR SIZE DOOR TYPE AMT. N°w m 1.DOUBLEALLFLOOR JOISTS UNDER PARMIONSAND A' 6'•315116'a4'd 718' •ANDERSEN 3— T.WD.H. 4 A 30WW14'S.LrTE5 SWING(EXTERIOR) 1 � POSTS ABOVE. QB T-2I—A-B7Ar •ANDERSEN 304E T.WD.H. 5 2 2668 SN HR.S.C.F.R.DR. 1 3"z 3°Ell 48 AC WASHER NTH DOUBLEALLFLOOR JOISTS AND TRIMMERS AROUND C 2-61lB'a4'-87I0' ANDERSEN 2446 2 STAIR WELL OPENING.(PROVIDE METAL JS. T.WD.H. S SINS SWING(EXTERIOR) 1 NOTES: HANGERS AS REOM) D 3'-01ACx T-071B' ANDERSEN 210210 T,W,D,H, 1 4 2066 SWING(INTERIOR) 2 DOUBLEROOFRAPTERS AND TRIMMERS AROUND r i GO x6'SLLPLATE 1. EXCAVATE FOR ALL FOOTINGS,FD34DATION WALLS,AND SUCH SMIGHTS(PROVIDE METAL JTS.HANGERS AS RECD) r-61IB'a T-0TIB' ANDERSEN 2411G TEMPERED T.Wn-L 2 2.8 SWING(INTERIOR) 1 CONCRETE WALL OTHER NARK AS MAYBE NECESSARYTOTHE DEPTHS AS SHOWN ON Q DECO TEMPERED GLASS WINDOW AS 6ElECTEO BY OWNER 6 2658 SWING(INTERIOR) 5 p N 2.ALL STRUCTURAL COLS THAT SUPPORT ANY HEADERS a� THE DRAWLVGS ALLTRENCHES FOR FOOTINGS,FOUNDATIONS,ETC, LV.L,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO A4068 SLIDER(INTERIOR) 2 .Q.I SHALL HAVE LEVEL SOLID AND UNDISTURBED BOTTOMS. FOUNDATION,FTG'S.AND OTH ER STRUCTURAL (7WINDOWSNEETEGRESSREOUIRMENTS(SEECARPENTRYNOTES.) _ 6 BOSS SLIDER(INTERIOR) 1 -J (.)PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 2 FOUNDATIONS AND FOOTINGS SIZED FOR BEARING WVP2GIN SOd GIRDERS OR HE110ER6 AS NECESSARY. � O d �+ B BOSS SLIDER(EXTERIOR) 1 SOLARAT FOOTWUM ING BEARMINIMMSOIL CAPACITY OF(,)ONE TIXJ PER O.MLPLYV10pDSHE ATHINO SHALL PLATE.INUOU.BEHIND 1ESCAP IN CONFORMANCE MANCE WITH (OR.S.CODE SECHHABMIN OPENING FOR EMERGENCY - aWAREFOCRETESHLLBE3,OF NrP.S.I.COVER, FRO"SILLPSECONDARY ROOF TOP OF SYSTEMS.GARAGES. BEHIND MY ESCAPE.INCONFORMANCE WITH ENGCAGES TO SILL IS AKIN OPENING OF S.7S)FEET 5068 BIFOLD 1 = V O ^ • 1 ALLCIXJLRETE SHALL BE 3,5G0P.S.L SECONDARY ROOF SYSTEMS.GARAGES,OR COVERED MINN.FEETHIGHT2 LAND II MUM NE WIDTH LISLESS THAN ERATIO OR LESS) 1660 BIFOLO _ 2 PORDMS.(ETC) FOR TUMTU)SOT OM OF OPENING M-ET MAXIMUM OF20'(OPERATION W00 NEED Of w II Yx AS 4H'OC.WTM FOR TOOIS)BOTTON OF OPENIND N'NAYJNUN AF.F. I 203/ SWING(ATTIC INTERIOR) 1 Q' Z - 3'a3'.1�CMTEYFASHER 4 WHERETHEW LLS ARESHALL CKFLL TO AGAINST HMWITH CLEAN EA, w Z wl� § 2.ILLL WiN00W5 TO BE ANDERSEN-4005ERIE5 I 8�0 GARAGE 1 THE CONTRACTOR SHPIIBALKFLL AGAINSTTHEN WITH CLEAN EARRL Z ' CARESHALL BETAKENTO BRACE AS REOUIREDTOPREVENT CAVE-INS. 3.ALL HOUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD ❑ Z BAO(FILLTO BE FREE CFWOCG TRASH,ETC, AS PER MANUFACTURERS WNDOWAND DOORSCHEDULEFRCMANDERSEN W Q w Ei ry JOIST 1..N.lEF.WENTRR000NClETE 5.THE EXTERIOR SURFACE OF ALL FOUNDATIONWALLS 4.ALLWINDOWS MUSTHAVEAU•VALUEOFJ ORLES6. DO Q F❑ 'IN wJ'SOWREWA91E45 Nm BmM1T5ENP BELOWGRADEIIXCEPT SLASAREA57 SHALL CL Q "Z N ZANOIOR NOTED HEREN ARENOTTO REUSED FOR DAM PROOFEDWITHANELASTIC COALTARBASESELF ORR@t.IfEOBY HOLD WMdB FOfl SIEARWAUS PRIMINGBITUMINOUSR/STICCEMENT. 'N Q � _ ,•d' 64TMAX 11-AN O+ORBOLTISTOSELOCATEDBETAMFNN E.ALL CONCRETE FDDTINGSTOBE PROVIDED Wm,m95REINF. LIGHT&VENTILATION REQUIREMENT'S 1ST FLOOR o: wl TOI-MAXFRONENDSORCGRNERS ROOM NAME AREA DGNT 8% VENTILATION 4%' a (L cn ICWG B.OIXTOBEF43ED5WIDg ANCHOR BO.TS 7. CENTLL BYRETESHALLBEACIR ENTRAPSTHAN 5 PERCENT MCECONTENTTOR ( S.F.REQUIRED S.F.PROVIDED SF REWIRED A�S`F DWG NO • PERLEMBYVC(LNEJ SHPLLNOTBE LESS TMANSPERCENT OR LIVING ROOM 735.F. 265.F. 34fiF. 13 S.F. ANCHOR BOLT SPECIFICATION B.ALLLRE MBSTAN 7 PERCENT. KJTCHENOPUNG AREA --TO IF. 325.F. 50S.F. IS S.F. B.ALLLUMffRTMAT CONEYS%CONTACTYJITIi CONCRETE SHALLBE AGQ e R4011.B FONmARON ANWORAGE LUMBER BATH 31.SSF. ARnRCIALUGNT AND MECHANICALLY VENTED BYCWE _ 12 A NOTE! NOTE! s,HANRP=F _ I-DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND X 4 35d 4 OWERS SHALL ENS IIULA ED POSTS ABOVE pd tp6 &FlNISHEOWITH GYP ED.BEFORE DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND STAIR WELL OPENING.(PROVIDE METAL JTS. ed 6d INSTALLATION OF FIXTURES. HANGERS AS REQ'D) yl' L ----------- - ----------- --_ --r - - DOUBLE ROOF RAPERS AND TRIMNERS gROUNDB� SKVIIGHTS(PRONDENETALJTS.HANGEgSAS REO'O) 7i5l _____ 8'NDT. 2ALLSTRUCTURS, TC SHALL SUPPORTTEDDCT1LV.L.,GIRDERS,ETC.SHALLESUPPOgED DOVNM TOI I I FOUNDATION,FTG'S,AND OTHER STRUCTURAL ANY h sECDND FLOOR GIRDERS OR HEADERS AS NECESSARY. 1 3.ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS tr'�' 1 II I •, I I i 11'd ATH I I 1 Q¢ FROM SILL PLATE TOTOP OFTOPPLATE,BEHINDANY SECONDARY ROOF SYSTEMS.GARAGES,OR COVERED PORCH'S.(ETC) ca r 1 n s m BATH1i;fx- I P 11 r G BEDR #3 I - - z \ O e act i r----r --T--7--i---1 Q r I \ 4 �„n. NOTE: I I„2 I 1.MEOIMllCALSYSTEN SHNIBE INSTALLEOINPCCDROANLE ! 21xM67®Tfiwm 1 NTH CHAP'fERS 12-74 OF THE RESIDENTIAL CODE OF NEW YORK I I .\ �• ®a ® I SPATE FIRST FLOOR HALL IV 2 ELECTRICAL SYSTEM Sr1ALL BE INSTALLED IN ACCORDANCE 33�^ n I WITH CHAPTERS -020FTHE RESIODENTIAL CODE OF NEW YORK STATE ! T _- 1 8 B EXTERIOR WINDOWS GLASS DOORS SHALL BE INSTALLED IN I -----------Cr L,"--J AACCOREOAN�WITH SECTION R61115&ALL GLAZING SHALLCOMPLY Ur1E 0FTRAYG7IAIG 4.WALL&CEILING FLASHES SHALL BEINALCORDANCEWTHSELIIW' BASEMENT ,2'x 10'®16 4 1 I ., R315AND INSULATION SHALL BE IN ACCORDANCEWITH SECTION R316. UYUOFn.ii i I - o S INTERIOR WALL COVERWGSEHALL BE INSTALLED IN ACCORDANCE 1 I I WITH SECTION R7023 AND EXTERIOR WALL COVERINGS MU BE r--- (� �H I LJ I I 1 vWwic INSTALLED W ACCORDANCE WITH SECTION R703.4 C.it__ -----I------_ p fi.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE MASTER BEDROOMA& I 1 WTTH CHPPTER s 2532 OF THE RESIDENTIAL CODE OF NEW YORK A=1 -- STATE b I b I 11'd MTMVCIDGA'- i ® ., I 7.INSULATION SHALL HAVE A FLAME-SPREAD INDIX OF NOT GREATER TrIAN ti I I A I I 25VCH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 4MIN RISER DIAGRAM T=n m I IN pp I �'4 ROOF R 16• 1 ACCORDANCE WITH SECTION R320 N.T.S O 9.THE FREPLACEANDCFONNEYSHALL BECONSTRUCTEDIN ACCORDANCE O- rr-- WITH CHAPTER IO OF THE RESIDENTIAL CODE O=T•EWYORK STATE X WATER SUPPLY B DISTRIBUTION NOTE DRAIN WASTE VENT NOTE W 3 YY,R I io' I �.o in 9.CLOTIEBT0NRMiID BE VENTED TOTHE E%IERItltINACCORDANCE } r I 5ro I ® B GROOM#2 i 10 MHALL FRAMED WALLS,FLOORS AND ROOFA E WGS COMPRISING ELEMENTS X� o v®a w w"As Ei CFTHE BALDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL 1 m BEINSTA-ED ON THE WARM-IN-WINTER SIDE OFTHE INSULATION IN ACCORDANCE ��WL" e1i LLJ r.m I I / I _ \ I WIMSECnONR318 LL / --- LINEOFTRAYC- -----� ® RISER DIAGRAM W a I 3 cn W e 6 z:zx,c,_ azlxa\ I arxly I w y-x m L O- -- LO O N N fV Sx1S PoDGE A A hfi COLLAR TIES 3Ppc _SEAL 211PRR76-O.S /�/�rc�l•F_iFy�l 1S°0.YWOODSHEATHING 415(ASSELECTED ICE SHEATDING SHINGLES (AS SELECTED BY OWNER) z x P ICE SHEAVING • PYB"LEWNG JOIST51fi O.C. LOAN S TIOIJ I 17O.H OF tom/ T-S 11'd Ipd Ed 0 N I ?COJTIMIWS SOFFIT VENT 11S Y PROPOSED SECOND FLOOR PLAN ,sd — � 2 4�L'� ' Y4NM R3pIN5ULAnON 17 PLYWOODSHEATHING ;i V N BRACING METHOD:CSWSP(SEE SHEET#98#10) V4 1'-P VAPOR BARRIER gIULATICNBOARD R-15INARATIONW VWVI SIDING(AS SELECTED BY OVMER) SECOND FLOOR-+,+7+saFT. LIGHT&VENTILATION REQUIREMENTS 2ND FLOOR a MASTER 3/4 NAILED'SUBFOOR GLUED AND NAIL ROOM NAME AREA uGNT ex vENTILAnOIV 4°A BEDROOM HALL °' BEDROOM nISILL S.F.REWIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED MASTER BEDROOM 398 S.F. 32 SF. SO SF. 16 EF. 25SF- 17R-TJI 110 SERIES OR EQUAL®16.00, BEDROOM#2 143 SF. 12 SF. 20 S.F. 6 S.F. 10 S.F' 2 2'Y4°TINPLATE BEDROOM 03 138S.F. 12 SF. 20 S.F. 6SF. 105F.' W flN FL BRIWIIq L"'C"N' SfOPS BPoDGIG 2'Y I'STUDS I6"p MASTER BATH 58 S.F. ARTIFICIAL LIGHT AND MECHAMCAI.I VENTED BY CODE - ------ — - - 1?RWARIER THING BATH 45 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE --- FlN LYCi--- - - - VAPOR BARRIER Q R-3N ULATIOI BOARD W'� p m O VINYL SIDING(AS SELECTED BY OWNER) -W11I---- PoURWunoxW ¢': tISGYP5IM BOABG O Z O 2 3/P SUB FLOOR GLUED AND NAILED ¢9 <Of SCRIBE @WALL(TYPICAL) IlncwNG m o 0 0 KITCHEN R-1slNsuuTwnw 11718'TJI110SERIESOREWAL®16'QC a F FIXED WOODSHELF WOOD BLOCKING 3 SIDES " b LIVING 11SGYPRpJ BOAAD 2-n4"TOPPLATE p=O ry Q u�> EA SCRIBE®WALL(TYPICAL) R ROOM SILL S ER TERMITE SHIELD(COPPER) +112'DIA POLE SECURED �DG mmm 2-2Y E AC0 ILL(SEE DETAIL) WI FLANGES BOTH SIDES. HOOD BLOCKING3510ES _- ----- - - Ci DO y. R30 SUTAnON p N 1R'RSOE BOARDON GINAMnGN U FlXEDVADD BHELVES - GRADE R9GEOF Jg 1Sfs /SGYPSVNBOARDON GRACE J D" LI. I I IMOERSOECFJOISfS POSEANOIOREDON J 12xJ6'FlG BELONGRAGE W Z 11 I I FULL CELLAR _ AvOAdABOVEGRADE p O =O o 4= J PROWDE DAMP PROOFING 2 () Q' Px PPOST GO ANCIOREOD - (�LJ Z vaJi 1x] CG ElOWGRADE - Z 1n ANONOfd ABOVE GRADE _ I'CONC FOUNDATION WALL W O O L_J 1618'CONCRETE FODTWGWIPx?KEY Q W U r O 4'CONCRETE SLAB ON UNOSTURBED BASE w O O == N ¢ EL oI N DETAIL ® DETAIL SECTION VIEW ^ OWG NO COAT0.08EDETAIL v Iw:1'd LINEN CLGSE DETAIL sGME t/l:Td Ws As WSN VES d 3 22 NOTE: PROVIDE ICE BARRIERS AS PER SEC.RM.12 AND SHALL CONSIST OF A MINIMUM OF TNO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR ASELF- ADHERING POLYMER�ODIFIED BITUMEN SHEET IN PLACED NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OFI<-INSIDE THE EXTERIOR WALL LINE. CHRANEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL iP ANO SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE VAT M THE MANUFACTURER'S INSTRUCTIONS AS PER SEC.R1005 Q ABiWT - LL' SHNGLES- 0 Q p iT�aLao_ --=1�sHLD w --------------------------- _---_---_------------------- ------ C 7 to a x a w �---_ •a 1u a _---'OfNLR Y 'ELI EHI �E:l U-11n a a w wElmwm saNc co p srlDFUEIIING w y F41 FL ___ �� �b MNri'.IDHG flIIFI ; _ N HT 00 w ]FRANNG E ABC CGCIA y I SOTiON OF RS _ BDTIOMOF RS �'J-F, GRACEMoil. GRADE GRACE • GRALE ��''�i q I I I I I I I I I I I III I I [___[ 17-1P0�I6FfG.BElQrYGRADE I I I q I I 1 1 I I I,I I I III I 1 �___� I I AmfSAEOYEGRADE�I I J LJ L LJ LJ LIJ — LJ LJ v m I } � I I F--_-1 I m I I I 1 I I L---.4 I N I 11----1 1 concsAe --rl LIB I`1 rI (I� — ------- e ---------C__16'�6LGNLFGGIING J L1_--_L------------------------ 16TSCONC FOOTWG-------------------- 5 FRONT ELEVATION REAR ELEVATION 114=V-(r W a� <3 0 i o w 02 ¢z ui �I _ 0 m n so �m d rn � o o N U 0 o a x 0 4 Z Ln Q) yl' w ZO w 0 U Fp O w J i w a. K N n d U EnQ F' DM NO AtiNl'2 NOTE: PROVIDE ICE BARRIERS AS PER SEC.RM.12 ANDS ALL CONSIST OFA MINIMUM OF TM LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR ASELF- ADHERING POLYMER-NtODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERIAWIENT AND SHALL EXTEND A MINLNUM OF 24•INSIDE THE EXTERIOR WALL UN E. CHIMNEYS SHALL COMPLY WTH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED[ ACCORDANCEWTH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC.RIM 12 — Tr Q 2 r T 12 w �T Z) DO 0 x x w - ---9N8�-- — _ _ _ -------------OWL- — w Y U w _---1mNtQ _-------------N1d NL a rn LA U) ww w WM 9tlNG �� + G iII1R m _---YdNlQ c _---NEN2LL +P ❑ OPEN= SEAL —� ED Ap.. a PORCH N 2E PAINNG 1.1Z( i = BOTTOM OFJfS .. ---BDITONOFRS G GRADE GRADE �:��• GRADE RADE e m I G� f I Lj I II II _I - I I f I A'xrPQSfANDiOREOON I I I I I - I oil r 1PBx2CFTG.BFIOWGRADE .JL---A rJ I —SAS j umx'sAm EGRADE I �w------ I I I I I -------- ----- 16x CCati FO011NG--------------------------1Sx CLdlCFDD1WG------� �------- ----- —---------�------�-----_�--- —16xC WNC FOOTING 16x CCONCFDOTING RIGHT SIDE ELEVATION LEFT SIDE ELEVATION r Ir Y 1IC=7'-D' j w CF M Y Q O Z K Z W D 1 l y 0 D O u.i y �m o 0 0 N U J 2 o d 7� V+ m] w F z hl Z U U O to U w WO w O S2 W x N O Q' - J cZi w of N El EL U) a F pl. DV4G NO - e5 . 22 ICE SHIELD 2 LAYERS OF UNDERLAYMENTS CEMENTED ALCOA RIDGE VENT.INSTALL TOGETHER OR SELF ADHERING POLYMER AS PER MANUFACTURES SPECS. MODIFIED BITUMEN SHEET I ROOF SHINGLES I PAIR SPACE p1SFELTPAPER ROOF SHINGLE 1'•T BLOCKING I 11/W v 20 GAUGE GALV. 12'COX PLYWOOD PLYWOOD SHEATHING *CLG. , STRAP CTYPJ WITH(6)8d COMMON NAILS IN EACH END OF STRAP. R 15 FELT PAPER I 111W 20 GAUGE GALV. I STRIP(TYP.)NTH(6)Ed \ t COMMON NAILS IN EACH ( END OF STRAP. 2W LAIN. SIMP � N25 ALL FASTENERS SHALL BE INSTALLEDNITH STRICT 1. ACCORDANCE W/MANUFACTURER SPECIFICATIONS '`ICT/ RIDGE BEAM. CATHEDRAPREIRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTaLL7NW1TH STRICT 'OTE;HURRICANE CLffSTOBE END. END ACCOROANCEWI MANUFACTURER SPECIFICATIONS 11/4"Y20GAUGEGAU1.. DDEDTOROOF RAFTER WHEN STRAP(fYP)WITH(d)&tl ALL FASTENERS SHALL BATHEDRAL d]LINGS CONmRICN ALL FASTENERS SHALL BE INSTALLED WITH STRICTVALLEY FLASHING COMMON NAILS IN EACH ACCORDANCE W/MANUFSTS END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU SKEWABLF CONNECTOR '4�" DETAIL "A" z� DETAIL "B" BYSIMPSONOR APPROVED EQUAL z� DETAIL "C" z&, DETAIL I'D" ICE ENEIM&IPIIFTCOMffL11OV NTS YALLEYRA9ANG KTS PoOGE GiRMnVENT KTS HNiPoUNECUP KTS R.mll R.6026 R.fiD131 2 k1=1 R9@.31 Rfi GUT,p) 'N) I ix L14 MAX L 5/8"TYPE"X"GYPSUM BOARD z4r MAX CANT 5/8"TYPE'X"GYPSUM BOARD T4 W DO Ex NOTE:_ _ 3f4'SUB FLOOR GLUED ANDSCREWEDYNOTE: 7'X4"FRAMED WALL(TYPICAL) O T UNDERSIDE OF FLOOR JOISTS WRAPPED TION SHALL FILL FLOOR CAVITY M X aACKDOWN WALLSTUD SOLD BLOCIMNc(d1 EXTEaIoaTO SUB-FLOOR. R-15 MINERAL FIBER INSULATION W PARTITION. BETWEEN HEATED&NON-HEATED THOUGH BOLTSSPACES.INSULATION STEELRATE Q.FIBER STRONG RIM BOARD BY W MANUFACTURER®END OF JOISTS. D_11/Wv2DGAUGEGALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLEDVATH STRICT 111PA20GAUGEGALV. STRAPCTYP.)WITH(6)8d SOFFIT ACCORDANCE WI MANUFACTURER SPECIFICATIONS STRAP(IYP.)NTH(8)8d COMMON NAILS IN EACH COMMONNAILSINEACH END OF STRAP UP AND END OF STRAP. OVER FLJOSTS&DOAN WALL STUD Ul LL' DETAIL UP z� DETAIL "F" A�, DETAIL"G" a�, DETAIL T" o C4 CANnIEVERUIHIFi CONNELTIGNDETAR N.T.S. fANNSVDi FRn1ICNG DETAIL 16•T4T TWESERARAnON®GNAGEWALL kT.S S III.1'V w N SEETJDETM DNEHEETFl7 GEETADRNLSOYSIEEt S17 IHdNR MiED ILL Deap�N>Ubl SHEATHING NOTE SEAL SLANG ALLETNRS,HANDRAILS& pEO kF+, MILLNGS SHAH CONPLV FLASHING Lf1Ni1NU05 VENT w VIP RCNYS SEC.R-311&R-312 55 1�1fi Y fR n 'ul HAROIAOOD OR STEEL HANDRAIL 1114'AIRSPACE BACK-FLASHING 3u WI11/T MIN.FINGER CUR.AND NOT 1NTNM MAMGIET INSULATION e TO PROJECT MDRETHAN4.F 311-AIRSPACE 0 FROMTHE WALL ROOFRAFTER ell�NWING 3/WOUGBOLTSTOPBOTTOMg2WOGMAI4TNT EDGE®ENDCISTANMS. DSTRINGER, DS,&RISERSPRE-MOLDED 11 INT.I DETAIL "J" "MINIMUM WIDTH OF STAIRS TO BE V-0 RL1fF VEMIIAnON KT.$ DETAIL X' W Z GTAIRANDANUNGOEiA& N.T.S. Q Y W� � O Gm Y O 2 3 PORCH COL TO HDR. PORCHIRAFfERIGIRDER 0 r °z 4 5 R.R/C.J.TO DWELLING ROOF CONNECTION CONNECTION DETAIL ¢9 it TEWS Tn10"FLOOR Ja5Ts p O F y h6'RR0f6"0.G hS RA®tE D.G HEADER AS PER p 0 j Q 1106COMMON PLAN 1p0 m .�-m IO AG.BOLT ®2WO.0 G®tE lYWCi®160.0 FILLER P E-0d COMMOI SIMPSON IT ?TYfRNFIDEA EA DE 6"2SRT.SCUDWOODPOST i Ur LAG.BOLT PC64 POST CAP BY p COO. ®NO.0 SIMPSON STRONG TIE D N PORCH TEms J ABU46 POST BASE 17 W Z d ANCHOR BOLT 2 O_ _ hSOEOANG DECORATIVE MOLDING 0 F- O ED SEE DEOtUTHiAL ATTAOWENT 2Y6 DECKING W{W FrG.MO10RE AD SRNPNND O 1e" = E..T OENLON SNEETM3 ANDI6 ASOVE RXX 3 = (, w 11 T>t 6'FLOOR Ji5G160.4 ANDWHi auvE GRAGE OIAG 9upsox�a� 6td COMMON BGL IRt Fw 3l Z C N nR fsAd CONM1OV NGR O 18' O Z ®2P4CBOUT Flll13t STRP }tCd COMMON d NfPOST BA3EBYSINPSDN - � ❑ W U TEMS d S o Z N GRADE 5'TANCHORSaT Post CONNECTION OETNL MS L 11 " DETAIL T" O Nr I J U W �I N 'm ®foCffm STORYHOUSE7 PORCH COOS TO HDR. PORCH DETAIL DETAIL N a a u w AI .- DETAIL "M" FLJ TO DWELLING a r POROLRAFTPRICAi0ER O11WELT10N�iAll CONNECTOR POST WI CONC.CONNECTION Ni. DWG NO P01IM CONNECTION DETAILS KTS. e 6 12 THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1'RIGDWSAATION OUT TO FIT BET V133x ME RAFTERS FOAM SEAL BOTHGDES ATONG CONTINUOUS BEAD PAFTS WTH EXPANCING FOAM SEALAUAT. OF SEALANT ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS NAa°rNN Eaua YDxTS AGE ®NPR' - CONTINUOUS BEAD CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC.R401.3:CERTIFICATE-SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION-NOT APPLICABLE. FOR LENGTH°F PoGmINsvunaN - - OFSEALANT SEC.C501.1:SCOPE ON COMPLIES WITH PROVISIONS OF SECTION PE CO AS-NO Amclxwunol R DE. SEC.R403.11: PORTABLE SP PORTABLE SPAS - CONTINUOUS MINIMAL C501. SEC.R402.4:AIR LEAKAGE-COMPLIES. SEC.R404.1:LIGHTING EQUIPMENT-MINIMUM 90A OF LIGHTING TO BE HIGH CEILING GYPSUM BOMD EXPANDING FOAM AT SEC.C501.4:COMPLIANCE-COMPLIES SEC.R402.5:MAXIMUM FENESTRATION U•FACTOR AND SHGC- EFFICACY LAMPS. AS aN BGRPSU WINDOW PERIMETER SEC.C501.5:REPLACEMENT MATERIALS•MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FA[iOR,0.48(VERT.FENESffiATION) SEC.R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY nlsruLl'PoGm - -- i I wxnxuous BEAo CONSTRUCTION MAXIMl1M FENESTRATION U•FACTOR,0.75(SKYLIGHTS) BURNING PILOT LIGHTS- wsAAnoN VE+rlcuLvra of SFAIANr coPECT INGIUTVm sl�,Am°G TO BE USED. SOH[U-FACTOR,0.50 NO FUEL GAS LIGHTING EQUIPMENT. Ta PoamlNanAnoN BAFFLE CONTINUOUS T BEAD SEC.R403.1:HVAC CONTROLS•COMPLIES FaAMSFALeorH JDlrrts SEC.C502:ADDITIONS-APPLICABLE. SEC.R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT-COMPLIES. CONTINUOUS MINIMAL SEC CSOZ.I:GENERAL-COMPLIES SEC.R403.3.2:DUCTSEALING-N/A EXPANOINGFOAM AT WINDOVVUNITM3 SEC C502.2.1:VERTICAL FENESTRATION•COMPLIES SEC.R403.1 3:DUCT TESTING-N/A WNDOW PERIMETER MR BARRIER SEC.C502.2.2:SKY UGHT AREA-NOT APPLICABLE. SEC.R403.3.5:BUILDING CAVITIES AS DUCTS AND PLENUMS-NO BUILDING caawuwsBEAOOFSEN.N.T SEC.C5o.2.3:BUILDING MECHANICAL SYSTEMS-COMPLIES WITH SEC C403. FRAMING CAWTIES TO CONTINUOUS MINIMAL SEC.C502.2.4:SERVICE WATER-HEATING SYSTEMS-COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT C404. SEC.R403.4:MECHANICAL SYSTEM PIPING INSULATION-R:3 MINIMUM 11Yr RmmllGuunaN VANDDVVPERIMETER SEC.C502.2.6:LIGHTING POWER AND SYSTEMS-COMPLIES WITH SEC C405. INSULATION AROUND PIPING. CONTINUOUS BEAD SEC .C502.2.6.1:INTERIOR LIGHTING POWER-COMPLIES WITH SEC C405.3.2. SEC.R403.5.1: HEATED WATER CIRCULATION&TEMPERATURE OFSEALANT SEC.C50Z.2.6.2:EXTERIOR LIGHTING POWER-COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS- ocTEPoOP wsn,LTEowAu -VAN WRIER xrc As CONTwuaus BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS MR BMRIER OF ADHESIVE SEC.CS03:ALTERATIONS-APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUSMINIMAL CONTINUOUS BEAD 5EC.C503.1:GENERAL•NEW CONSTRUCTION COMPUES. SEC.R403.6:MECHANICAL VENTILATION-COMPLIES. EXPANDING FOAM AT Ol SEALANT SEC.C5o3.2:CHANGE IN SPACE CONDITIONING-NOT APPLICABLE SEC.R403.7:EQUIPMENT SIZING&EFFICIENCY RATING-NEW EQUIPMENT VONDOW PERIMETER SEC .C503.3:BUILDING ENVELOPE-COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN CONTINUOUS BEAD THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM Aa 7F OFSEALANT SEC.C503.3.1:ROOF REPLACEMENTS-COMPLIES. REQUIRED BY DETAIL A coxTlNuous BEAD SEC.C503.3.2:VERTICAL FENESTRATION-COMPLIES. FEDERAL LAW FOR THIS LOCATION. OFAUHESME SEC.C503.3.3:SKY LIGHT AREA-NOT APPLICABLE. SEC.R403.8:SYSTEMS SERVING MULTIPLE DWELLING UNITS-N/A. CO TINUOUS BEAD SEC.C1:4:HEATING AND COOLING SYSTEMS-COMPLIES. SEC.R403.9:SNOW MELT AND ICE SYSTEM CONTROLS-NO SNOW MELT 1"EXT.INSULATION SHEATING AS N.T.S OF SEALANT CONTINUOUS BEAD SI:C.C503.4.1:ECONOMIZERS-NO7 APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT SEC.C503.5 SERVICE HOT WATER SYSTEMS-COMPLIES. SEC.R403.10:POOLS&INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6 LIGHTING SYSTEMS COMPLIES. -FULL VAOTH OF MUDSILL /�/ FOUNDATION WML AS TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATIONS "RB"°R'�° < wNTINUDUS BEADNRNBMR Eq�� OFSEALlWT COMPONENT MRBARFJERCIRNERIR COMPONENT AIR BARRIER CRIiETUA VENT®AIR�ArF / <' INSULATION INSTALLATION CRITERIA INSULATION CRITERIA / j Q ATTICIISUUnON ✓� . � /�:/�./,[i W a�nmm.imdmiaveeMOTean a-0emeaBeu,RemmdmemeePAm.e ° BamH:unaeraagnNal6emmEtm LY In iMNeaOmmamm •4.�^Ymatii rmnrafinWlle DvllrybaWm 7 x>,oepAfi., WsruL rwGDRWGHCUT mdye amMhna nAmBmla4mrraaF)onlomtb ne -AWBTJLP6dMETE]t PATH O Gmm4 rtAivmimF ebumibam. alabMwlY q'ex. ETPANONG wANnGEU.VITigzRIN�MWU WAIR SEALING DETAIL"B" N.T.S.R_ .AP.b:p normal mvdmewAbeenld l°M namderadipeeh°I beiBAladIC In OL In Plre rras.Iem�e„amlmim.mbame a.:m°+�ePLenbSameaaim•na, dRlbvv]N. .eHmml beHmatdlry m:ryleWx TJ:q R°"bm°"a"b'° vim6fim nmmiimalafmrea07 FXTERICe WSIlATEDWALL C2 TnelmammMlm PlmemdMwm Mwry.aA.mmidlwma,nmm mm.m°me,•aawe@.:mufi eama p Nbm mPeimoW Naleeeedml. rmmaeed RipmiiAm�iun. ed"aieP4s9mm.vn& W Nnm.a4dulhaaobl. EammP+vmlmrd°pei:ulabmbnand 1lmihsami:maleaelmteivNs Eadim.ahe4awamdm.memdana DETAIL AX^FF wGmlrauunoNs�EArHxG .eHmuaeehuhledme0da2dmaae 9imeAbmmeieri aAam:lm Navamaen°mue Fepame 4ulheimdatet F-VKUErtNCIP:65PHi CUNATE W Mw3rmoniPmmlrOiMihane. Amnbvn nedm..asd Amr. RAPE ALL JOMST Of B RIGID INSULATION M ATTIC MEAVEANUFACTURED N.T.S TNegi�beNm:.bMaNemlmEead m Lwa°.AwTgn,.4 ame rmiN.Rma>G�Hmmtrm::AdwBe Th.ibanmwTeenmemedN.e BAFFLE CUT AROUND MANUFACTURED VENT PaRa RAFTER m •u Bw'vANim<Gmmmev.tla dtm+d vmnwvnumemcv o N S 04 i�rslel6amduAbe Bd�eE. CV Rinjd¢adwee.eeMibenm. RmpmduAEeneldtl. HVACre®mmhaab MiPmMMEWA�g 2XTEpf Hi G4 TOPOF rti.idN• xvAem®mmbem e�mmdmedd beeeMmmne .nmmm.n RIGm INSMATICN Tbeib.nm YuleebFWed LLarty fbvin�BmHlyiimafm FAelhe SEAL _ mPmNedAedmla4m bwLal mnimtm OmmamnamaenN: Wm rtpieambe mleE,mmAMM u.ma.daem°maeme.aw.mm wiYmdul m7he aealein emmm '�/�.�K F���\\ Revaf 41dnA iw.Banaema bA'^9 m'Mb�emum Nbel�eeaoea nanrxvmmadeabyMmaMamvv. AmenbLunIXi .s➢lewel9mnl bemmvae.N�Mapdaem Comkd�bYe° CRa'iiAmmbmeaieswvAa6URIrN 1 W•-• MannA,n.mhvenimlaamnealdm eeusea mABwtlsbMemMminiae r� r MmdedaedmkaiM vd mm4s Eap°eW eanbmmmrelvMgam bmVAoma nFeaepnrbmhmgimamdmrn m'mbdne�ev N Pm mmMPbmWa^mame, Gumd rWmPBUAt umMad'P.m�eo-asm°miA qm.a a:a ATH9RUSSOFRA 1O0tFOESST • GF INSULATIONIN 11 UEvEl - r--- •�\\\rF`�a ����a Oadgamv°h eluB bemimet.ine Oalelvapmreaam na4(mdW be Pemmmry,m.mmm Bn1h.PmRafims ga0im>:ymotviv m:nmm6mW 1'WGO WSILAnON '�/ i NO:mmISPHOIdmmpa6 Mmaelmam.aBs pamdufibaeemal. \�C-r--°'-]! ACCESSPANa TABLE R402.1.2 wwFPa INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT* f ' FW9®CBUNG iPo"� °A� WAVE FENFSTMn.W,,SNTb OLAMDFENESIMNRI LE]IING 1M�FMYE NASBNVAIL ROOK �VAVL 0.VALUE C,,R AC L � - InVE LLFALTG9e LLFNCiOR BHGDe,e R•VaUE NVALVE R-VALUE P-VaIE R-VALUE AmPTN R-VALUE '�' DETAIL "D" DETAIL "E" '�• AIR SEALING AT ATTIC HATCH//FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S 1 n]x nss orb w aloanesb MG III 10aB Lax FT 1Ota a. RIGID INSULATION SHEATING fi BDB 0.55 NR 19 ACR DeS tY17 ]0° IeNB 10.x FT 15N8 S #- 60PIIW1 a]0 n55 Mi W pnR b 15CA b° 15N9 fa1R ISa9 F S fi OPIIONx n� a55 NR 60 x]GNTY 1., b° 1EIIB 1a1Fi 1EII8 9 { & Fm51f°m•BBA5em N:' f PT4EFAB-� ATTICNSLLATTON Cy ❑z F RREPLACEUNT I Y GI ), STEBUaT AMC ENCL0.41RE-AIEO°M'ICALLVSELOiFD p Z O Z A RVALIESARENWIYUYS UFACTORBAND611GCMENPI@]WSWaAEP15{MIIgiIS WSTAUEOW AGWYTMTIS LESB THAN TIEIABEl OR pEGGN NUINICtWE55�MERSW1nWJ.MEOdTALLEDR-VALUEOFTHE WSIMnCN 51NLL BEHOT lE551MN11EFVAl11E5PEOFEDWMETARE 33 IaGIDIN91L1nONF-VAlUEOFPTH PEP OIMATE Q B. 00 THEFENEBTMTIONMAOTORCOLUME%CLUOESSIOTXSHTSMESHCL WNAPPLESTDALL DMNBMATI= 54 £ `} =IS Q O TONS YEAIG R•tOCONTINUBUBIxBIAATIC40NME WIEPoCA OR EKIEPoOR DFTXE7mYE Ot Rt]GVRY PdUUnONONME WfERICAOF MEBABENENTV4 t0 ISCD O Q >t>t INAiTEIaM <_ LVALL F�FI V1NL'15HB'YMNB Ib15CONiINIlWS01SMAl10NONINE WTEPoOR OR EXTERIOR I]F iHEHWE C4 P.19GVIY INSMAnONAi MEINTERIDP OFME STUD M ®E% 5 BASEMENT VALLADERMTIVELY,CONRIAN�Ww'tYfB'SHAUBE R-IJGVIIYWBUTATIGNON TNEWIEPoOR OF THE BABEYENTWALLRUSRS yr o O In Q C'ONIINVOUS WSULAnOHO4 MEINTEPoOiMFXTEPoOR BFMEH01lE, k f INSTAILINf9aON D M INSULATION SHALL BE PROVIDED UNDER THE FULL SUB AREA OF A HEATED STAB W ADOITION TO ME REWIRED STAB EDGE INSULATION R.VALUE FOR BLABS. SIEATWG PHOBIC ASWCNITFDW THE TABLE THE SLAB EOC>E INSULATION FOR REATIMSV9S SHALLNOT BE REOURED TOEXTEND BELON THE SAa a WfALLATION OFFREFAS E PESERVE0. -rY<!A', FlPERACEVNR -IF PESERVFIl 9+'>+, ATTIOROORFRAHwG WEATHH°9TPPWaG G ALiERMiNRY,WSUUTIM SUFROENT TO FL R LTHE FMYWG CA AND W ONG NOT LESS THAN AN R.VALUEOF R•fa "AEi N THE FIRST VALUE LL G Mffi NUKNON,THE SECRmVALIE IS CGN OUS INSULATION.THEREFORE,AB AN EXAYPLE,'INS NEANB RI]CAMIISIILAINW PLUS RS=TINUOSNSUAWN i O] L NASSVALLSSHALLBEWACGYNDANCEWLHSECTMR4=.MESS FHVALUEAPPUESWEREYORETHANHALFOFTHEWBLMTIONISONTHE AIR SEALED WALL o m m INIERIOIlK THE YASBIU'LL O N.T.S. N COLPRESSBLEwEATNERSTRIPFiNG MANUFALTIRLEDPECE65EDUGMT ENCLOSURE CGNIYBIWSBEAOGF EEALANT 0 AT PERIMETER OF ENCLOSURE J MU TABLE R402.1.4 AmCINVOLATION MAFACTIWED PULLLU z a EQUIVALENT U-FACTORS ATVCTRUSS �_ 0 006N4STNR p O Q VATCO FPMlER00R ASSEN&Y = (� Q-' - CBVATE FENESTMTION BMW CEUNG FRAME MACS VAIl ROOT BASEMENT CMWBPACE 3 (7 w LI ZONE LLFACTM FACTOR FACTOR 1HFAOTOR LLFACL LLFACTOR MALL ""L W Z inl �h LLFACTOR LLFACTOR G z 4 B]x O55 a0x6 B.asB n09A a047 doss a.OBA - - DETAIL FF H FF c� W o s a]B ass a.0x nfim aaaz am] aaM a.Bs AA W B a]B B,ss nan Baas aB® am a. B.Bw = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S InfJ �O M EXPNA➢NG SEAlAVi ATPBNETER O IWu A. NONFENESRUimNLLFACIORSBWYLBE OBTAINEOFPON YEASUREUEMCNQAAnONCR MIAPPRgEDSWRLE A w T� __ B. wiS5lWW591RLL BEINACCORWNCEWwSECMNRI@.2SWa:RE YORE IWW MUTNE IFGIM1aN IBON THE - DRYWINLCEIUNG O � _ J O W N INTERIOR,THEYASSW ACTCRSBHALLNOTEXCFEDnM7WCWATE2aNE4EXCEPTMMUNEMWCUATE RECESSED UGHIING FIXTURE n d i]I Tn Q F- of ZONE S AND NARBE I,AND aaS)ONCUW TE zow L G I, A NJMDLOGLTIONSAS DEFINED BY RGURE RX1.1 AND TABLE AMI.I,ME MEN ENT VNLL UFACTOR SHALL CONTWUOUSBEADOFSEMANT DWG NO NOT EXCEED IM DETAIL "F" AL DETAIL "G" d 7 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 1/2 2D20 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE - NLAIBERANDTYPE DESCRIPTION OF NWIBER AND TYPE SPACING ANO TABLE R602.10.3(1) ITEM DESCRIPTION OF BUILDING ELEMENTS lTFASTENER a.h.e SPACING AND LOCATION LIFiR BURRING ELEMENTS OF FASTENER LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED ROOF FLOOR EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH(FEET)OF BRACED WALL PANELS 30-FOOT MEAN ROOF HIEGHT 10-FOOT WALL HIEGHT REWIRED ALONG EACH BRACED WALL LINE 4mmRvrxattrl. daebm ,rs.an]I;. 2 BRACED WALL LINES 1 aodumb6rem mErgpsb.ratmamrop Tmmd Zf Jobib WLrop plwam®dw 38a Rtrsxalltl:v Tm and 58a Rlrsxatlll:m ULTIMATE DESGN BRA®WALL LINE NEIHWS METHODS stmbm(rxmzal:m s,mlxvlrxalze7:. VEP 3aY a,]i'mds SJaalm•rab �) STORY LOCAR@i (Fr�C b DYE.Pop. Pt METHOD LIB METHOD GB pgS pTp�Npn� CS-WSP,CS-G, BV-WSP.ABW,PHL CS-PF 4m bm R12xa1131v mbm R,rrvatt]7 4"ncbe and PF G5-SFB°2 CNrgpmbrop plate Sfiammm,RlCaa,]11;v �P4 T.nW }lmbm p'xm2ri:v 4 Rimldc,bvW ldav9vmrpbeam ma..mlR1Rx41]tl;v 10 4.0 4.0 2.5 2.0 ]SX 0.1]i'nda mP daa(mdepp6adomelso) ,mbm(Tx4126');. Facroemd 20 7.0 7.0 4.0 3.5 rxa19'mh 9 OaWnAld4noteamAnlm parsTd ralm,ape 41m tm(Tratffi1:m Fawml JAd em Rtrsx¢11]l:. 30 10.5 10.5 6.0 5.0 w p]Rtiv.[�Sectinv R6G211,R6@12 1lm mmm R,rse616N,. ffi 1'a 6'subAm.lnsbeadjmt 38tl mmmi117.a1]11:m hw and B 40 13.5 13.5 8.0 6.5 nd Te WRM0 IM 4Yxat91'mb LJ 50 16.5 16.5 9.5 8.0 Stm bm(rx¢1:e1;v FrtnAldR�WaazAeampwaH now 3mplea t Tahb R6Gii1(9) Fawnad V-Is Aa,1 we 60 19.5 19.5 11.5 9.5 .WTI.tl RHemz SlalZ mp sRWRl1 and Pta212 zo }se a.�w.�Rlrrms2l ' <120 2100 1 74 ..50 14 7..50 e4..0 5 7.0J.D5 g CtlmtiemNR,bw na6.11N'a ffipa 4lmemlraniiel. Fammiodir�m 30 20.0 20.0 11.5 9.5 mNe eflapro nfmr ltmamm(Txaldtl:v 40 25.5 25.5 15.0 12.5 aSx¢1]t'L ffi SF4n1a IPw�ae bum•tb.Emory l,mbm l],rsaa1]sl:m Ateadibum0.hmmd MmrmmmRt?a¢1fiT) 50 31.5 31.5 18.0 15.5 s,memmh R,rsantt351:v 60 37.5 37.5 21.5 18.5 fi RvM vrodmmbpUa 2meredsmms]ideudtmaml l,mmnmmrob l3amarl:v s,mmmm ptrsa¢,6z1 10 NP 11.0 6.5 5.5 ' Nmbm ITx4l±rLv mgpwaaaMvdeadiwMw ffi Ba,tlmdmjadrojtl6 4/mbm(rx a12T:. FamE 4]nanrnala em 4Ja¢,]t•mdxm 20 NP 20.5 11.5 10.0 4f6d lltrsval]SI:. 69'x td Aastaye;lflCman30 4tm mmmmll,ilxa,N N 17.0 14. T.ud rl:m Ned odimW uldbu]Son mbm Frx6,�1:v alammm P•xate'1;v 40 NP 47.0 27.0 23.0 RmdnRvsmt4Ae uMymhpMmv da1a1]rmdv tl•a�boQomand4 vm 50 NP 55.5 32-0 27.0 i lm bm(]'•¢,ffil;v Nnc hmm3atlopud hEan mdrdlwmrmiimim TrBpeavn 1lmhmll trsx0.13YI:w EMS n �- w Ahdwa andburm,2bN hmbw ]'xa111'm3 m weamwMda Wn 60 N 20 2.0 Vr 16dmnem131rsx6,�l:v h/aa Ana 10 4.5 15 2.1 25 - 11mbmlTxalie'1:. 3814131'mh 20 B.5 8.5 5.0 4.0 ?3la mmmld'xa19S1:m FamuiivdsaidtleM Q }tm bm R'x alffi7:. x[6m W WALL uaa,a,•mlt p u 0 12.0 12.0 7.0 6.0 e Sadmma(MmaavdwApwWs) IW-(31Z.00) IP nc taw and ±B 4Iw 1ITx4,]61:v 50 19.5 19.5 11.0 9.5 2ND FL ladpersapawo�2johaawfns 31m R1Tlaa162):m NmNjds,a Ma,hmmi 40 15.5 15.5 9.0 7.5 0 &0 Yxa1n'na9s n'anamw 47„ so 23.0 23.0 13.0 11.0 d A sadmme.d mdm 16d-R17aa,3n:: 1Snnhmmd 10 6.5 1.5 SO 4.5 X d°� bO56°"A rxat]1'mda a B8A'ugrojmt ?tm(ra alffiT rad aid im mR W ae0w,n°°(n trawavaA panda) tEnchwml 5130 20 16.0 16.0 9.5 8.0 } immmm RliT*at6Z) 30 23.0 23.0 13.5 11.5 Y ,r nn mdiW ram and NWABER AND TYPE ,mmmm trs.at Aa ITEM DESCRIPTION OF RUINING ELEMENTS SPACING OF FASTENERS 40 37.0 37.0 21.5 15.0 Yn to aiWuaAeadw RmTheaewMhlrsweml OF FASTENER e,h,c tSac md, hmnW b2med� 50 37.0 44.0 2&0 21.5 1ST R Q' 1mhm R12'xa1151 ^N° Ed3m 60 NP 13.0 2 5 2.5 W 11 Comnumshmdvmutl Sedbm RlrsaallY):. ,o,w, 6mhm1 r"""�1 10 NP 17.0 7.5 6.5 a dmmmnn Rlmarn7:. 4,mbm(Yrarrt xNeaawdmalpmdaweea...md.wd BmibaeAenesnmA hwdnA+b Pwe�mnfxmmwm:NmamaA ,m oamm Rt?aa162] trachmnai LtmTaWa RoZ.](3Jl.rnotl uuchaelpantleeteivval ahwmnp mvcAhenegl 20 NP 24.0 13.5 11.5 Q 70 NP 34.5 19.5 17.0 Q 12 Tap yammhpyam tm em(ra alffil:v tincammd 40 NP 44.5 25.5 22.0 LLI Ye4131'mds mrnmmmR'%41137 md(wi7ov,raOl 50 NP 55.026.5 (q Oman mpptaespimb50R AG2Wq 1lm mmrm Rl?xa,6St:e ID i'-}' mmimm R,¢%a1]17 nad(md: 6 121 60 NP 65.0 37.5 31.5 W sasv:chaawdvwAbe�nx�n 1?Imam Rlrsxatssl;m fam nWm A3NedadldN .PEAS-m;RI'xallrina3(re�l Q.' 111mbm(rx¢1ffiT:m (mtaiwi±d'Lp aptm lmpN erA 10 5.5 5.5 3.0 25 13 1-Uti atm'mh ua detljmq 6aommion nW RlrsX¢t171: 20 10.0 10.0 5.5 5.0 o N D.abmpp{1eap6w SOp a4Ot..a2 1?1m(N2xa1151 31 ,- wR6R5-a1;Ri'ra11S1 and(mil 30 14.0 14.0 8.0 7.0 aMaaml vv>Ohna spxrnA>ffi il'" 6 13t F^�I 40 18.0 is.0 10.5 9.0 to Bbddrp bm•em mN9ldmmrartws 1M minim Dlrsxnl6Sl 16'nc Fam imi LJ 50 22.5 225 13.0 11.0 romp Wa tm bmR,rsxatSl:v - w 1Snc hm mR 60 26.5 26.5 15.0 13.0 Txnlll'ndv 32 1}"•1}' lmwnmm(r%¢1a07 and SEAL amRi•4utledmme and 6 1210 10.0 10.0 6.0 5.0 15 BmomplmorojdsL rhnjvo(baMldaRw l,m hmR12x41351:v 3ud„r nc hm and R-/�-} bb (db�,� 1,m m.nm Rlrsxat6Sl:v ±uoA l6'o,ctammd <14D /� 4aXaDrnWa 4®d,is ncaw and I{❑-It II❑yl 30 27.0 280 15.5 t3.0 1�aJ2 tfyy�" 1 led bml±lR'a41,31:. Omwval ahuamAe l,m bm19t0•xn1351;v 40 43.0 43.0 24.5 17.0 I'>♦Is 7•a�\, 50 47.0 410 24.5 21.0 �eammim121rsxa131'I:v T.nW 60 51.0 51.0 29.0 25.0 .. j ap.l�ndaremmd ambm(rr4+zrl;. 93 i'�amaalwadwK 1 tF AaNmroaammNnal ,rj 16 T 4raA.D1'na]e 6habovdaMadvp 3 S. 10 NP 15 B.5 7.5 31mhm 3@'sal h'heatlo mdv,mt}"Imp,6Aample .0 IIIt❑yyll 20 NP 27.5 16.0 13.5 3lm bwl Yxla141a Qlszl:v 23.0 19.5 uxa131'va � 1�Ad"a"E�rod'nA mfl 6 c 40 NP 51.5 29.5 25.0 1i TW pKULmsdmnaxaM ltm bmlYaatlYLv �j'h®d dametw,mt{'bp lfi6a Cydo 50 NP 83.5 36.5 0 eae]emme sUmmanmplrsra,671;v Few and .m�•vr.mw 60 NP 75.5 43.0 36.31.5 uxnMrar3a >5 i'ArpmmslwawRd 11•wN,rsm rodnp mLatalaAdwr4wl saatm Rlrraan3l;m m le rtrammeaaabd ak d.a 2admmm(3trsaal]17:v Fawn] 1}•teN.t}•a.eaaTY W.S i T TABLE R6@.143(2) ltm bm(raalffiT:m WINDADJUSTMEM FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR=1.00 A.6 zaaoaal Wr } N 96 ]6YP>um Nmahad tl'AaA'+^haa mC Am2adple AaAa�aa, - b 1A rxeahnamn3meealxam,A ]aa emlztrsaaltrt. ADJUSTMENT FACTOk zaa w.nm(21rsrnD11:v Femm3 1J'bW.1(``v`eaTm°Wv6 i i ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION IMRATIPLYLENGTHFRON APPLICABLE METHODS sfinemfrxalal:. ABLE , xnaPba r.mn,fic,,,w'IwA - T R6021O3(1)BYIHS FACTORJ ]13xd aAamvd panda,mtA�mtuWmrmdznap mmnvmA ONE-STORY 18a Eoa1AlrsxnitSP. B 1.W am mnvml2,rsxnnt7:v C 120 m rxradv awanwmhpmarN ban've llmemlr.nl:b'I:. F=e -�, meemmf R'xalglmi STRUCTURE D 1.50 l abpl.,r.mal6Aa.,NYbp » i' .edammxn R{•xav+T ma 6 12 wsSmaddw e�Amwmmrl?aRrx,nrstaMn]Dvr l;w m }._,. mmmmmRi'xa1311 and 1.0 TWO-STORY 1.301 EXPOSURE CATEGORY W SA W D 1.61) < Y Simem(Sx6R6'1:. mmOc dwmlm rweaatsA•,Iw•Ime rwiwmiR xatRTmd fi ,x THREE-STORY B 1.tb m STRUCTURE C 1AO C, o lmmvrm(2•xa1461mt D 1.70 <y, 0 medad.mml R{•xa1261 and s 12 sS FEET 0.70 0 2 C Z ROOF ONLY 1OFEET 1.W =9 ¢ 15 FEET to O p O 20 FEET 1.60 ALL METHODS n m 55 FEET Gas o p n m 10 FEET 1.00 rn 2 ROOF HEIGHT ROOF 1BOOR 15 FEET 1.15 HEIGM 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE 20FEET 1,30 15FEET am TABLE R602.�OA 15 FEET FEET i.0 d a] TABLE R602.3(3) ROOF FLOORS BRACING METHODS - 6 p REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,a Continuous Sheathing Method BFEET7 NOT D.9�OITTER o N MINIMUM NAIL MINIMUMV=D MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA Q NOMINAL PANEL NAIL SPACING WINO SPEED V uh WALL HEIGNT 10 FEET 1.00 CL STRUCTURAL MAXIMUM WALL 3 AM STORY 10 FEET 1.00 PANEL ( ) METHOD,MATERIAL MINIMUM THICKNESS FIGURE cnc PENETRATION PANEL SPAN THTCRmESS STUNCHES)NG EDGES FIELD expoww mapory Fasteners S acing ADNSTMENT 11 FEET 1.05 W Z a 6NGHE$) RATINO ONDHE$) ONDHEs) 12 FEET 1.10 0 O 0 ONCHES O.G) ONCHE60.0.I B C D O F Q C ad COMMON Fran.•hmthmA pv 6•.dMITTWd 2 1.5 241a 1w 16 6 1] Ida 115 110 1.W = Q R.a•a 0.,1r1 CS•WSP TadsR 1111 NUMBER OF BRACED 3 0 7 (!) m II 4 WALL LINES(PER PLAN AMSTORY Of ed COM N CorlUnuausly sheathed 1� ,,;. idea.Nraamepw v,debraNmw D ECITONf 4 t.45 W (Z9 a 1.7E 24116 711W 16 6 12 1i0 /40 195 # 25 1.60 Z yl Rsxavl� Wood structural panel "- T�WRfim]19mRwx](G FASTENED TO THE END O Z 24 6 12 1d0 115 110 W Q •��` '�`'� ")'�'- STUDS OF EACH BRACED 11WB,WSP,SFB W S ADDITIONAL NDEVI E TOP STORYONLY OID GO HOLD-DOWN DEVICE WATION OR FRAMING TOT HE PBS.PCP,FiPS, O U 1-Z FOR s:,waR•234 matr�uo pahw•aurmW FOUNDATONORFRAMING BELO w 0. O °Z N AP.ndmopm uW WnAd mperyvdoeetmewpva TlawOYplY.aaaaF GNnAwn mdaapemlime,lu�i6MJamwdvdulY•wlNaah - p C7 pawluwAN anapwpaa'ma.maupwn% OMITTED FROM INSIDE FACE DWB,WSP,SFB 2' - D W a N eT•hbahuW mwM pmmeaeapmaeanae.ayavne vnp aurta000a�awm.a 6eamR3bt2Lnealtraugr�am.maha0bw 6 INIEPogt GYP6UMB AM STORY OF BRACED WALL FACE 1A0 Pas.PCP,NPS,CS• n 0. i9 co a a®awaaaamsmimR6�1a FINISH(IX3 EONVALENT) WSP,CS-G,CS-SF13 G YAod-apvidatMA tpanrmip dwa-16.WTF21 m bo pamd[adomehmWam pmehv.M a2U0almi mta0.Rrmod W..rams Ifi ne OWG NO v2/ncaha6ea pen2edmm A9onmebpmdwWa±N6gim affiN.YdN16mdR]nmaAdvq i6ae Wlbo u]MrdA mtla ap'md nd m.emmfsmrNmmm�m. 41NCHE5 O.C.AT PANE LEDGES, 7 GYPSUM BOARD AM STORY INCLUpNGTOP AND BOTTOM 0.T0 GB FASTENING PLATES,AND ALL HORIZONTAL e JOINTS BLOCKED I �bnp b taE wFoD L Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR IMND-EXPOSURE B Exposure B omm�e .aNya-tom TOP PLATE 6• �^Slma Om tea m I ten It° 130 IY o1¢�(�).0 v Its Ito Q Is ten p ten O STRUCTURAL SHEATHING Its COMMON NAILS va Imae N M Wnmi n4.ten Ba Av O 6'O.C.ON EDGES E F E F E f E F E F R� N h aan M d I-X'•]0 H4 Cam=,dx RryubW 4pvall d Rdye Cmnedim(Plt IOA4 ONLY I�I wtFFp lumtim! atly/Trvv 5potlna YmYwn Mar sp:t,q b m Um,nan NOL 1 1 1 1 6 1 1/2'MIN.STRUCTURAL TOPPLATE I (HrAsa ae1 m M Nma(xelee 16 2 2', 2 1 126 178 235 298 WOOD PANEL = 1 F-B.- ed COMMON N. 0 a Ia el 1] a 12 a I] a 2D 2 2 3 4 157 211 294 373 �1T O.C.ON 6. _ 112 21 T J 3 5 189 267 353 447 FlELO ONLY r^1 to ° 12 6 12 1] ° 1] 2B 2 J 4 fi 220 311 H7 57J 1 Roc v Interior Zone V ]T 3 3 4 7 252 3% 471 597 B 7 FORSTRAP. d Ld COIYOVNA6b GE0.ENOOF SINP SOLID BLOCKING BETWEEN 10.] ] e 1] e 0 6 M 12 1 1 2 2 79 111 115 1 F.RCPF FAPIAiE IOPUTFORY BEION• SWP60N HOU4SGS25 NOLODDNM e O e 16 1 2 2 J 1W 117 19J 2" ]6d NNY imse'drom RAFTERS ATTACHED TOTOP 20 7 T 2 4 I72 18/ 212 Jay W %-DteM.ATR(ALL THREADED 6000BLOCIONGSETNEEN PLATES COMMON®C OC ALONG ]4 a 1] e M a a a a e 1] LENGRT OF BRACED WALL PANEL 4:12 24 2 T J 1 158 25B 290 366 ROD)ANCHOR.EMBEDMENT LENGTH pAFTERS ATTACHED TO TOP 12 9 12 e M a 121 a t]< a 28 2 J 3 5 185 738 338 127 SILL PLATE - OF ANCHORINCONCRETEIS iP RATES tb COMNDN IffiC OC ALONG7 32 2 3 4 5 211 295 357 I8B KIN..USE SINPSON SET EPDXY-TIE LEHGNT OF BRACED WALL PANEL Perimeter Edge O 12 a n• 6 It' 36 2 3 4 6 238 332 435 549 ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE _ Zone 12 1 1 1 (�1) 62 BI IN a' a is Ill I 1 2 T B7 ITS 152 192 < y TO SECURE ANCHOR.DRILL ]/�' tB ° t a ° 20 1 2 2 * 1N 114 190 }16d®1COc a la' e e a e' S12 24 2 2 2 3 124 173 228 287 DUII.HOLE FOR EPDXY.FOLLOW ]1 ebnp bmmtlwa0 28 T 2 3 4 1N 702 265 3}5 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION •Oi°•m Rp11e°r oats T"m•/1veLdt® e e g' a' a' B . 32 2 2 3 4 165 231 Sat Sat J6 3 3 s IBfi 260 NI 431 ua-mi Rmi<u Am,o Tvv./a va.a.ev. e ° e e e a e e e e j2 I 1 2 2 57 179 1DB NO TO PERPENDICULAR RAFTER. BOARD SHEATHING 20 I 2 2 3 95 132 172 2is END SHEARWALL SLAB ON GRADE AeomFa�a .,./Tlua9pena YY vnNo6varedmmmNab 612 24 2 115 ;58 2D7 2360 (]wAeA oe) >m Bm Na. D•sappa•1 11 32 2 2 3 4 I53 211 276 30 Iw.Ise 9.oa n-tB3 ] ] ] ] ] J6 2 7 3 4 172 237 310 389 Q m0.tmpa 9�aemAN t2-t9.] ] l ] ] ] 12 7 1 1 2 57 ]b 9] 122 R L L 16 1 1 2 2 75 iW 130 I12 (D 20 1 2 2 3 94 125 162 203 Q .12-121 24 1 2 2 3 113 150 194 243 28 2 2 2 3 I32 175 277 Tat E-W85PAONG AT PAhELEWES(a) 32 2 2 3 4 151 200 259 324 W F-UNI.TONG ATIMBtYEGIATESUPPORTEMITHE PANEL FIEDW 36 2 2 J 4 170 225 292 365 Yam--� 1. TdW.tad-.U.regdnaraa,shd lee pemRled to be aedtiplid by 0.70 f.tomng not � 1.FOR ROO SHEATHING WITHN 4 FEET OFTHEPERIIETER EDGEOF THE ROOF.pSWON34FEET toasted•ilhn B feet of Dudd'ng camels DO GABLE END OIE/WSa]EdTHEROOF PEAK TFiEIF(lOf PETLVETHi EDGEZ ATIAOnB1f O CLG JTS REOMRSGNTS SHALL BE USED. Z Tobdoled edge mmedien Inds assume a buidag located n Bell e a a aT SrL9ITa RaOR,I___YaLYTom=mrlYEcnare 2 TABA,ATEDWINOl O.G NNLSP GASS111EBSHFATHt ATTAdmTORAFTEI LSS 1 ToWI(M elm 'Cal requirements am based m told u�lt minus 0.6 of Me foot osseney dmd W TOP PLATE atl�6-acimdn fCNYIPR10seLERsa`N,sTaa"COattURATNINSt 016 aG FpµgNG NEIBERSWMG >n14 FGRFRAWNG MFH®R6WMOA] <G<n491HENAR 4. TobA°IedA°annedim r t based m a 12•rid Y damp bamtivol SPAOtGS91ALL�RETNCEDTO6MOESQa - equnenm a.< ge s all yacn9•tar dlfemt ridge IWM1N.STRUCTURN. r CIO JTS FOR SWAP- d id-tiONNYL6GEAMMeRMP 3 TAELATE06MOIO.G NAL 6PADNGAmILESSXEATHMG ARACFED TOPMEWfPU55 all spocngA mdUdy the t°bdoted W..by the glora riele mdtprNr belae. Y FRAA@&fJBMBptSWiHG >n49 FCR FRAIBlAF�tS YJM¢42 <G<a49THENAL Ridge Cmineetim Sp eng(ia) 12 16 19.2 24 /B U] VAOD PANEL Ba COMMON NAIIS L l �AOIGSSNALL BEREDUTIDTD4010ffSQG - MYItidil 1.01 1.33 1.60 2.00 4.00 TOP RATE PURGRY 9E1D.v- ] tsd muYW HAe5G1e•4G 5. M.m the tabulated mere.of nda requited n earh end of the stop a eWd to l and the tamil IJ 6'O.C.ON EOGE6 6• {TA TED4MOR NALSPALIWASWLESSIFATHNGATTAOEDTORMBNRU59 is ottodH.d'n rcmdmm iAh Table 31,the red d°ddl'vld nd'n t iN. g W ONLY FRINIGNBJBERSWMG a49FMFRAYWGNE9ERSWTHa42 G<a19T1ENNL ge steepan gene mq d ]PAGNGS9ULLDEREOU®TO]mOffSOC. - a IWim o Call.Us a used n r of a ridge strop,the n.Me of lad n.I,requbed n aedt and of Be COMMON NAILS 9 TABUL&TED NNLSPAWeG5A55UME AS LLUNG LOCATEOIN EIPOSUIEB the mllor tie need not eased Me t°blaled nwnee of Bd nds n a sled St MN a the ra al U) 2IL of 12d boa noia n mrh and of We Call.lie need not esceed the tWaled ewmle.of 10d less Q }16d®16'« d91T O.C.ON ed COMMON NAILS de n a led stall, ebnp bl.mn FIELD ONLY a1T O.C.ON 7. i'}20 gage ridge stop shall be of ASHY A651 grade 73 sled.equiWmL ° 6WPSON HDUe SB=S HOLOOVWN = FIELOONLY ; FtWBTRM- d ddmFIYW NAC6GEAENOOF STRAP VVI%-DIFN.ATR(ALL THREAOEO ed fANNON NNIS � TOPIC(XISAIN NNIS 111FtFY BEWI- ROD)ANCHOR.EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS-EXPOSURE B dEWYLN NIll9 G IF 0.0 ®6.O.G ON EDGES OFANCHORIN CONCRETE Is t. ]-16d®1C« ONLY (ROOF-TO-WALL.WALL-TO-WAIL WALL-TO-FOUND ON) o N BOOR JOIST MIN-USESWPSONSETEPOW-TIE an�UamdY.a m,e ..�P�w A�7�9f_.ra•I,m CORNER HOLD-DOWN.DETAILS HIGH STRENGTH EPDXYADHESWE ld®6«tend n Ai sM1iDRa.eAsSEVBLVTDsnAmxvErn.M 61LL PLATE T06ECURE ANCHOR,DRILL l.%bamd vat I.dY VPIIDIBIEidRTVA 6TORYCGNF1GU`RTlmst ®1EQG -Me Om - Its Ile 11a O w N 34• e) ANCHOR BOLTS DIAM.XOLEFOREPDXV.FOLLOW FLOOR MST FDRSRMP- l LdCO1YOI Wp.6GEAETA(Tb1PAP MANUFACTURERS INSTRUCTIONS, L l AndNNm ebNtm B.M I _ PIATFOfeY MMN. ] +ye t%tBI.lNAR6 G t5ae a i i b m.d d liT r m oa f M. 'SIMPSON'Fm08 OR 2-i6d rANNON SEA POUREDCONCRETEI NAILS®EO.C. 0•` Cp 'SIMPSON' �%q O_'\r MASONRY TOP RATE 16 1 7 T I?ffff FORFULL LENGTH /U<iN.K7Fy:tF� FOUNDATION 6• ' TO 2 2 2 7 OF STl10 M��,�� on` Q ®1COMNONO NNIS 12 J.28 2 2 J END SHEARWALL ON FOUNDATION v:p PµEL RAL FIELD ONLY 36 2 4 A�• 'Z ;�'• = ed COMMON All 16 2 2 3 3 r ` 9l�"• ��' WALL ®SO.C.ON EDGES 20 2 2 3 4 II ONLY 16 24 2 3 J 1 }16tl�tE' 28 2 3 1 5 danB tramdvall 32 2 } 1 5 36 3 4 4 6 12 2 2 3 L ATSIW TO FLWRA]SEYBLYIa 51U0f%)ANELiW4 G1EQG 16 2 2 3 4 FLOOR GIST LGMYAPPLKIABLEFM IYA STGgVlY1NFIfMRAnON]t r as 20 2 3 1 4 �OOgNGQ 11 19.2 & 2 } 4 5 ENDW J „g T.isfRAP- Y LdfXX-NslSGFABIADFSIRIP 28 3 3 1 5 Ir o5 SILLPLATE L l 36 3 4 5 7 °P PIATWRII BELRN- ] ]6a GatW4NNA65G1E4G 12 2 3 1 SIMPSOMHDQBOR see c«bedn IdcxoR BOLTS < •'�` 1fi 2 } 1 5 •SIMPSON'P bnpftmmdwaB 20 J 3 1 s CLG JTS POURED CONCRETE! 24 21 3 4 5 fi MASONRY 21 J 4 5 7 NOTE: TOP PLATE FOUNDATION J2 J 5 6 7 6- 1 ALL STRAPPING,ANCHORS,HOLD 2 STORY BRACED WALL PANEL INSTALEAS EER TORE _ TaW.t1. aw emits nre leased si assent as of Table di MANUFACTURERS PER j Tad i oted upl'R cmnednn mqubemmla®nne a buiRng MANl1FAC1URER5 SPECIFICATIONS w °CO TobWoted uplift cmneclion requirements deal a roof and ¢ Y ng assembly dead load of 9 psf(BED•ISpsf=goat.ll o DETAIL LU 0 log assemely is not present.II the' aaemNY a nd O Wall Sheathing and CladdingAttachment Re uirement nested to the roof asaetlMy,Na loleulated number of naps CORNER CONNECTION FLOOR TO FLOOR µLs ¢ o AT slwro ROOK AssEY6n TosnmmnNEcnoN li 6 a for Wind Loads - Exposure B d be nereosed by I nd al each and al Uc strap. ¢ IDMYAPPLIGABLE F.e TVA ST'WNRf.ITRAl1.Mst p LTninwn ASTY A653 Code 33 Bled almP 2 Z D=Z I'MITRAP- d LdCOYNGNNAl60EAENOOF STRIP ww smF Oal led ILI ¢K ed®®6'«toads FDe C(JFEAPIATETOPUIF(M MOMELGCOFM"7ETO 9a 100 n0 Ia0 'w Eno bamdva9 RATFORFI BERM- J JpdCOYYOI NN16GIpaC aTweIURAL SNFAt14Na ¢� r� FLOOR JOIST N �0 SIMPSON HOLDDOWN W %-DW4. 5pv�q E F E I E F E F E F 'SIMPSON'HDQB OR 2-16d COMMON 6. AIR (ALL THREADED ROD) Gewmma tamlmn (F o vA) is IOC N.B•H'msv(Fer,.y j. 'SIMPSON'PH06 N111L5®G O.C. SEE THIS SKEET FOR OETAIL FOR FIAT LENGTH 4 n e v a u a t] a M e n OF STUD lb COMMON NAILS ®7=ON EDGES Interior Zone O a I] a to a H e 1] a 1] i ONLY l7 1T MIN.STRUCTURAL ]< 6 12 a 12 a 11 e e e 12' U N WOOD PANEL = Sd COMMON NAILS ®1T O.C.ON M e 1] ° 12 a t1 a 1] a 1] J FIELD 4'EDGE ZONE II d a ° M e M e u e ° 1 I Z YtSd®16'« SIMPSON HOLDDOWN W %-DIAM. a4 a M S 1] a 11 a 1]' d 11 ,s•.. = R..7 �i Mono tramdvaE ATR(ALL THREADED ROD) ANCHOR,ENBEONET LENGTHOF MMIN. BOARD SHEATHING or LAP SIDING ANCHOR IN CONCRETE IS iP KIN. Z FLDORJOIST RdlnRxvfprhp O Z USE SIMPSON SET EPDXY-TIE HIGH StvmiN Ste ryl.ar3 NnYwmlBotbvdEd CammNabvim N STRENGTH EPDXY ADHESIVE TO � ' NOTE' T/S'GHREAOED ROD EMBEDDED 121R' fA O W SILLPLATE� SECURE ANCHOR,DRILL 3/4-DWY. 1r6.tse5hoTFp 1t21 ] 7 2 ] ] ALL STRAPPING,ANCHORS, V I-O HOLE FOR EPDXY.FOLLOW 1MO.Lage SNmh'ry 1F2/ ] ) ] ] ] INTOCGNCRETE W/'SWPSOM ET D(FRpGH F O L7 ANcxoa BOLTS HOLDOVIMS,SADHESIVES STRENGTHEPoXYACHESIVE)AFOR7EMP8 m a Z N MANUFACTURER'S INSTRUCTIONS. E-NdtpmpdpFld edpv(n) TO BE INSTALLED AS PER O'F-40•F USE'SIMPSOW AT.(HIGH STRENGTH POUREDCONCRETEI F-Naisaad�g sti a eadhe mPwobamPnNf6datF) MANUFACTURER'S SPECIFICATIONS ACRYLICADHESIM '-"U) o W a N U)MASONRY 1.F.NdlheMmYvtlel4R dOemmeN.Ow4M1 oe^td.adpezom 6adurvM1 n a u FOUNDATION Ie��nrhilb seed DING NO z D T.msalum.acwpaYm�wm�.�pmalaemdmmnap mnnena Ydh G>a4s F.o-empnmaaarMma4xemm meldep,dla.aw eeNdaod mSYNasae 2 STORY END WALL SHEARWALL 1F ,lo, ,"'.°M" b.miYdbe°em�dmbm'�addwm w eDETAIL Q l Tahlsal v0advdp vviloahuixq traedn E+p®vee CORNER fANNECTI0N FLOOR OFOUNOATION µLs 12 r - I TABLE R507.5 TABLE R507A DECK BEAM SPAN LENGTHS(FT.-IN.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4X4 BFEET 6 8 10 12 14 16 18 2-2X6 6-11 5-11 5-4 4-10 4-6 4-3 4-0 4X6 8FEET 2-2X8 8-9 7-7 6-9 6-2 5-9 5-4 5-0 2-2X10 10-4 9-0 B-0 7-4 6-9 6-4 6-0 6X6 14 FEET 2-2X12 12-2 10-7 9-5 B-7 8-0 7-6 7-0 - 3-2X6 B-2 7-5 6-8 6-1 5-8 5-3 5-0 SOUTHERN PINE 3-2X8 10-10 9-6 8-6 7-9 7-2 6-8 6-4 TABLE R507.9.3(2) 3-2X10 13-0 11-3 10-0 9-2 8-6 7-11 7-6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3-2X12 15-3 13-3 11-10 10-9 10-0 9-4 B-10 3X6 OR 2.2X6 5-5 4-8 4-.2 3-10 3-6 3-1 2-9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X8OR2-2X8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 TOP EDGE BOTTOM EDGE .ENDS ROWSPACING 3X100R2-2X1O B-4 7-3 6-6 5-11 5-6 5-1 4-8 3X12 OR 2-2X12 9-8 8-5 7-6 6-10 6-4 5-11 5-7 LEDGER 21NCHES 3141NCH 21NCHES 1518INCHES - Q DOUGLAS FIR-LARCH, 4X6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 0= HEM-FIR, BAND JOIST 3141NCH 21NCHES 21NCHES 15/8INCHES CD 4XB 8-5 7-3 6-6 5-11 5-6 5-2 4-10 SPRUCE-PINE-FIR, REDWOOD, 4X10 9-11 B-7 7-8 7-0 6-6 6-1 5-8 W WESTERN CEDARS, - - Of4X12 11-5 9-11 8-10 B-1 7-6 7-0 6-7 : . PONDEROSA PINE, TABLE R301.2.1.2 W' RED PINE 3-2X6 7-4 6-8 6-0 5-6 5.1 4-9 4-6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE a 3-2X8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 FOR WOOD STRUCTURAL PANELS w 3-2X10- 12-0 10-5 9-4 8-6 7.10 7-4 6-11 - y En ' 3-2X12 13-11 12-1 1D-9 9-10 9-1 -6 - FASTENER SPACING(INCHES)°'6 FASTENER 1 FEET< 6 FEET< a.TABLE R507.9.1.3(1) TYPE PAANEEL� PANEL SPAN PANEL SPAN DECK LEDGER CONNECTION TO BAND JOIST 5 s FEET i e FEET N Q (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No.8 WOOD SCREW BASED O ANCHOR WITH 2-INCH 16 10 6 W > JOIST SPAN EMBEDMENT LENGTH w N.10 WOOD SCREW BASED CC CONNECTION DETAILS 6'AND LESS 6'-1"TO B' B'-1'TO 10' 10'-1°T012' 12'•1°T014' 14'•1°T016' 16'-1"T018' ANCHOR WITH 2-INCH 16 12 9 ' ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH m 67 Y-INCH LAG SLEW BASED S ANT'2 ANCHIX2 WITH 2-INCH 16 16 16 N 121NCH DIAMETER LAG SCREW W/121NCH 30 23 18 15 13 11 10 EMBEDMENT LENGTH MAXIMUM SHEATING SEAL a.Rsstltl"hbcsdmlBO�M1�Mgeehatlallimmmrndl,ed,t 0.C .NCH 121NCH DIAMETER BOLT W/l2INCH cN.u,nam mmm.ma,"°'zaemw.d�� i'md cS4<``I F-7F�!� MAXIMUM SHEATING 36 36 34 29 24 21 19o+IT aYnm°m..,.°m.aemm�.ram.m.rw®.vmvc:ae. �- _ .me,.a,ndi„q.,�mcmaanmma�naw,a°w�mmu�n° FHt% ,b�i#,1 vG,traN c>pn+Ndt90Ponh .T: . II CHAPTER 3 BUILDING PLANNING l21NCH DIAMETER BOLT Wl1 INCH SECTION R301 DESIGN CRITERIA MAXIMUM SHEATING 36 36 29 24 21 18 16 wmsTRucruuLPAti<LswFxauwuutTNgwEssoF:T;axoAwnWlA�µ ��F�'i'I-� GF0FEETSMALLSE ECUTT.DFCA OPENIT&PRGIEGTIDN W ONEAATWObTgNYBtpl➢NG£ PANEusNALsewREartTomitnwnamaao-Aneoo¢NrNARvraxc - PRasm anAgomrts sxAL aE LxomE w AazrmwoE wm TABIE poliFz at sxAu SE D'NEPDTORE9GTiHE gfYV U EMS/JIDtlMgNGl0A65�TEWNNm INFCCDRDWCE YAHIHEPRO.AGIIXS 6T1�A15L0.G TABLE R507.6 N aQ - DECK JOIST SPANS FOR COMMON LUMBER SPECIES(F7.•IN.) R507.9.2 LATERAL CONNECTION - SPACING OF DECKJOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO ASTRUCTURE CAPABLE OF SPECIES SIZE (INCHES) (INCHES) TRANSMITTI NG THEM TO THE GROUND.WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN 12 16 24 12 16 24 ACCORDANCE WITH FIGURE R507.9.2(1),HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK,WITHIN 241NCHES(610 MM)OF EACH END OF THE DECK w 2X6 9-11 9-0 7-7 6-8 6-8 6-B EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 2X8 13-1 11-10 9-8 10-1 10-1 9-8 ( POUNDS 6672N).WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH Z SOUTHERN PINE FIGURE R507.9.2(2),THE HOLD•DONM TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN 2X10 16-2 14-0 11-5 14-6 14-0 11-5 FOUR LOCATIONS PER DECK,AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN .0 2X12 18-0 16-6 13-6 18-0 16-6 13-6 CAPACITY OF NOT LESS THAN 750 POUNDS(3336 N). <Y a oZ 2X6 9-6 8-8 7-2 6-3 6-3- 6.3 �Z q7 DOUGLAS FIR-LARCH, 2XB 12-6 11-1 9-1 9-5 9-5 9-1- y o 0 0 HEM-FIR, = A= SPRUCE-PINE-FIR, 2X10 15-8 13-7 11-1 13-7 13-7 11-1 tINACCORDANCEW[THTABLERSD71 wDGRG s y N 2 X 12 18-0 15-9 12-10 18-0 15-9 12-10 ASNG FOR WATFRTlGKTNES3 FLOORMUM ON'CENTER T AT 2X6 B-10 B-0 7-0 5-7 5-7 5-7 AST�MAHOLDDOMMN o DEq HOLD OOWNOR REDWOOD, 6nGGFR FASTBNERSIN2POf6 OR D!-0LM OElA� CGRi WNDNFASTEHERS 2X8 11-8 10-7 B-8 8-6 B-6 B-6 HnDR.IgsTWESTERN CEDARS, a2PONDEROSA PINE, 2X10 14-11 13-0 10-7 12-3 12-3 10-7 EACH LAGGCReAcxRED PINE PLDTm.Aasr DEgc.lgsr TINLYDISMSUTEDtLOGRONSEYBNLYgSTRISUTED o ryL 2X12 17-5 15-1 12-4 16-5 15-1 12-4 uo oTNeim�G�NawN°onaoiw°FOEnas JOIDOOwNNANUFAI:fUREii W Z d LEDGER 0 SSWNFFDRRUID AHALYTLwEADEDWOALRETERLAG O I-- O 9 TABLE R507.7 7.4AGNFORM2 SCREWPREORUEDWITHMaPENETRATION = L) Q' - To C7 W 11 MAXIMUM JOIST SPACING FOR DECKING W MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING "� DETAIL "A N � DETAIL T � DETAIL ITC II a z O " " FIGURE U� FU W N PERPENDICULAR TO JOISTDAGONALTOJOIST RGUREN.2n) MS BOLwEW.up) �RATR FR ATEAL5 MS (W DECKAnANFMFORUTFAAlAAS OCKATTALHNCJfFORIATFAAOA0.N L '���BE LEOTO NOTE TMSOtAR IS APRCAPANE 114INCH•THICKWOOD 161NCHES 121NCHE5 BEREDUCEDTOtSIFLAGSQiEWS O w7 _Z GO PwAUELTogtagsrs Er = J WcN REOUCEDTOTNATOFIAGSIXEAS a. F- r pWbT NO 24NCH-THINCKW TOATT""MLEOGERSTOD®OOD 241NCHE5 161NCHE5 SANDJgST6 PLASTIC COMPOSITE INACCORDANCEWI IN ACCORDANCE WI L - SECTION R507.3 SECTION R507.3 e 1 0 BLOCKING ® ENDWALL TABLE R301.21.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE GENERAL FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS. RESIDENTIAL CODE OF NEW YORK STATE ROGE-PLATFORM FRAI G ONLY MIIIAOFE GNMERIA LONSTRUCTIONNRE9OM1 RETINBAMC FlGMERMI&11 W VEEM ROYRGUR M12(4)EMXCREXaMI30MUSPMR 9RArEDwAU PNJELaruNEc71IXJ VHeN PERFENmNLwroFLOORJc9LUJG FRAMNc (ma HaMsduLBE DE9OvmwAOnRawcEvrtH avE rstxEFauvWNG FASTENER SPACING(INCHES)ob FASTENER 4 FEET< 6 FEET< 1.PWNSHAVEBEMDM9 EDINACCORDINMMHANER=FMEST TYPE PANEL SPAN PANE.SPAN PANEL SPAN A`aDPAPERASSOWU0NIµ7PA)-r FRAYEW1SiRUCRON A S4 FEET S6 FEET SB FELT YAN W L FOR ONE AN!TWO FAMLY OwE W JUGS NhOI{ Na B WOOD SCREW BASED COM NUOUSPIN PDtl,bNALFNJNNG F UHEI &OCKING ANCHOR WTH 2-INCH 16 10 8 OR E,A.p15f MEMBER IXREtRYNIOVE _ {{pp,F o.a ALOx BLoaBNG2Bas EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANG BAIX®GPGG , edM sac MDrM Na 10 WOOD SCREW BASED EMLED WNL pN� 9Eg64a ALdNG TOENAB.144NNISAT ANCHOR mTx 2-INCH 16 12 9 BRACEDMIPI NEL EACH BLOCANG MEM®t Q 9Mc®wuLPANIEL aRA:EowALL PANG BRADEDwALL PANFI 3 EMBEOMENT LENGTH SECONDFLOOR i )I-INCH LAG SCEW BASED >,sa®1saa PANEL Slse Irac ALONG SIIAT EAQI x' ANCHOR WITH 2-INCH 16 16 16 BRACED WALLPANEL BRAC�WAILPM'EL ROONNG MEMBER 1dSA EMBEDMENT LENGTH BlOOQNGZBAYS BAO®fQ0.G ?16dNNLS EACH 9DE qx- ®INTEPIDRZOYE 1pPK"-r •Tbbtlebbaeeim t®mphamd ape¢batla0)bdmeamdhdMM1 CONNNUOUSRIM MENSEADOITUNALFRAMING FLLL H®GHT 8OO9lIG Ofl EIA JgST NE'A�N DOJEDRY AIXIYE ®PEAIYETERZLWE BRACED WNLPNJ6 pp fEO.a ALONG b.Faamea M,rObvbrsWel n opp®b mds dbevmE eVumNpmd. BRIG®WALL PA'✓a _WMINALL FIRST FLOOR dLMee�mwav fans edbeuFwyomasmylawvgtlryaha06e tBfWGABLERODFSITTOWPITOIES (EDGEZONEI amANUYngld,a6vNannavdvahampairmmmdsnate .m,cax4 wadYdwovaAda FORMAINCH-al MM LSEEFASTENNGSR DMAFORNARAG BLOCXNG I BAYS INEAZONE BAIX®f4TOC CHAPTER BUILDING PLANNING SECTION R3D1 DESIGN CRITERIA '- WOODSiRUCNRLLPMYI.S WMA1-mAl nftu*BSOF Xf AND A NAXNUMJPAN < Cf 4FEET SHALL MPERMg1E➢FOR OP 1-3 PROiEC,IOM N NANO TAOSrORf BImNGt Of PAIELSs BE PRECUT TO0 V THE eUIFD[PEYNCSWfffl AC1 WHARFNnRE 0 Table P3201.7 pwenOn AUAOaETRssvaleE PawDBwAsoflowafwrxTA9E RIou.ucasHAD < SIZE OF TRAPS FOR PLUMBING FIXTURES eEOESOmtoRE9srTHemIPwENrsnuoa,enmNGtows�TEwawmNAccamwa p W,N1HEPflWL90NS OF 11E 21151A.a W sec. P3103.1-Roof Extensions VENTED ATTICS WITH AIR PERMEABLE INSULATION � open vent pipes that extend through a roof shall be Hated not less than 6 inches above the anticipated PLUMBING FIXTURE _ TRAP sxzE INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE O Omulation,whichever is greater.Where a"of e1.to be used Ear a ssembly, a a promenade, (MIN. IN.) VENTS THAT EXTENDS OVER INSULATION (TYP.) observation deck or sunbathing deck or for simple purposes, open vent pipe,shall terminate not less than 1'-0'above the roof. BATHTUB w1t or wrt out D- Sec. P3101.2-Frost Closure shover head and/or 1 1/2 where 954 value for outside design temperature ie 0 degrees F or lees, vent extension through a ooE o whirl head attachments W wall shall be no less than 3 inches in diameter.Any Letease n the size of the vent shall be made not Bidet 1 1/9 NOTE: Y less than 1 foot inside the thermal envelope of the buildings PROVIDE ICE BARRIERS AS PER SEC R905.1.2 Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS —1 L Dishvashet Lon W separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- I I d ADHERING POLYMER-MODIFIED BITUMEN SHEET IN LU Floor drain 2 PLACE OF NORMAL UNDERIAYMENT AND SHALL I Kitchen si,k(,n,or two EXTEND A MINIMUM OF 24'INSIDE THE EXTERIOR I NONOiONES I < 11 0 < traps, with or without WALL LINE IssxvC �PERNIRED —11 W dishwasher and food Ste 1 1/2 disposer) I I OSMA)l Un SHEATHING Laundry t attments 1 1/2 W AIR SHIELD Lavatory Or 1 1/4 FLOOR JOIST-CENTER a IT LIQUID FLASHING ow ase On e o a - w flowerate tharsugh 6u YPIL o N hove=aeads d bodysprays) T S N Flow c T o 5.7gepm d less 1 1/2 than 5.7gpm up to 12.3gpm 2 _ e than 12.1gpm up to 25.Bgpm 3 AIR SHIELD a Chan 25.Sgpm up to 55,6gpm 4 �M SEAL NOTE: O ��GE EG AA+,[\. FILL JOINT WITH LIQUID FLASHING A CREATE 1'BAND NOTE: \ YA%DFRON �•a ``K_�i`1\1)1 OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SUFA]RT FLOORJUST-ENDQRS SURFACE CHINQNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND 1\m� s; " }/,•' TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D % N DO— RAFTS LHUNG JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION es PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION DENIAL ? THE CONSTRUCTION TYPE DESIGNATION SHALL BE OP ANusonou.'..T I,II,III,IV OR PIPEMOMOUT TO INDICATE THE CONSTRUCTION 0(ACTUALDEPTro CLASSIFICATION OF THE STRUCTURE z UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL a Y _ SECTION 1265.4 SIGN OR SYMBOL 6" I I (A)EACH NEWRESIDENIIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, WOOD CONSTRUCTION ANDIOR TIMBER OF JOISTS wi p STRUCTURE THAT UTILIZES TRUSSTYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTIONANDIOR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST O— I, I CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF II2INCH(12.7—).THE BACKGROUND <� ¢ I I (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN ORSYMBOL SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVERED O Z ¢Z I I EXTERIOR OF THE RESIDENTIALSTRUCTURIE;PROVIDED HOWEVER,THAT: IN COLOR CONFORA9NG TO PANTONE MATCHING SYSTEM(PMS)0187. ui (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, F-0 THE SIGN OR SYMBOL SHALL BE OFSTIRDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, <9 a aY REFLECTIVE RED I I OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TOTHE RESIDENTIAL STRUCTURE DOES NOT ALLOWTHE SIGNOR THATA SIGNORSYMBOLAPPLIED DIRECTLYTO A DOOR OR SIDEUGHTMAY BEA PERNAMENT NON FADING STICKER IOPPNATES ix= o= PANTONE#187 SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SWUI BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL <I m REFLECTIVE WHITE THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX:AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE o H (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OFTUE RESIDENTIAL STRUCTURE,AS FOLLOWS: eoi In AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN O IF THE RESIDENTIAL STRUCTURE IS SUBJECTTOTFE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE BgiEDroLLMAC A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TOA FIRE OR OTHER DESIGNATIONSHALLBEVAND EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGNOR SYMBOL REQURED BY THIS PART SHALL BE AFFIXEDTO THE n IF TIE RESIDENTIAL STRUCTURE IS SUBJECTTO THE PROVISIONS OF THE BCNYS.THE CONSTRUCTIONO REDHO MA TYPE DF0PERMNTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATI0NAPPROVEDTEAUTHORITY HAVING JURSOCTEON AS A DESIGNATION SMALL BE7',7P,'IB',9V,OR'V TO INUCATE THE CONSTRUCTION CLASSIFICATION OF THE LOCATION LIELY TO BE SEEN BY FlREFlGFffERSOROTHER FIRST RESPONDERS RESPONDING TO FIRE OR OTHER STRUCTURE UNDER SECTION B020FTHE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN 1IRSYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) z CD I OCUUPANCY ORACERHE SIGN OR OL REQUIRED BY THIS PART SHALL BE AFFIXED TIFICATE Iff COMPLIANCE.THE AlJTI10 HAVING TO THE ISSUANCE JURISDICTIONSHALLOF A NOTISSUERA CERTIFICATE SCATE OF TRUCTURAL COMMTRUS�MCOAS FOLLC7WS;PREFNGINEERED W00D CONSTRUCTION ANOIOR TIMBER CONSTRUCTION sa•NIN ioEDGE a N OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL VIT''SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; vFmH TOEOGE J HAVE BEEN AFFIXED. -0,-Fr SHALL MEAN ROOF FRAMING:AND J (0)THE PROPERTY OWNER SHALL RE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOLREQUfiED BY THIS PART (�'FR'SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. I.—WTNHOT W d Z CAS HALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE I2 O'CLOO(POSITION OF TIE SIGN srwDEPTHVi O O CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX.THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE O O o 44 SIGNORSYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL RHaLEIs eeTwBEN JOA AND6P4 = U D-' WORN OR OTFERI MSE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE WREDHMES 9WL NOT eE 12 LOUTEONTHESWEOi0.55 aF STUDOEPD(MEN STID YUSTBE 0 OR OTHER EMERGENCY ATTHE RESIDENTIAL STRUCTURE.THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SEonMOI`C1 TOR NOTDH N DDueNPDMNOMaRE THAN Two STROKE ROOF FIAOfl SECCESSNESTUOS AT Ovum W Z OFTHESIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS.VEGETATION,AND OTHER OBSTRUCTION THAT sTID AVDso BORED 2 UUU OF W DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS TO FlREFlGHITERS OR OTHER RESPONDERS RESPONDING TOAFlRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. . . UU in Z W COMPONENTS THAT ARE OF _ - O TRUSS TYPE CONSTRUCTION - R F NOTE:LOMDIRONFMEITN10RANOBEARWGWMUA p OL O W O F FLOOR FRAMING,INCLUDING - DRILLING AND NOTCHING DETAIL wl O i 2 w Xo GIRDERS AND BEAMS G R ROOF FRAMING r 0= - WOF STUDS n d I DING NQ FR FLOOR AND ROOF FRAMING ROOFANDFLOOR a M$pNG INSPEL70N WLLYERFYINSTALLTIONOF9GNNSMSM WWNG FNALDNSPECTIONL JOIST DETAILS Load mgabrae1-4bel,o0 gain nal-,fie(0.1]S x]vr1 •bow(mist q,deawr,ual belo,4 Lone beaMp ar MmaNmaraaG above Pbm rua.,6e(0.135x]Yr7 M.ma,,6E(0.+]5x])9 mlr.nmma stooling ua f,Ug'Tr Rim soar'. (cove ebak owrNnlbebv Mmn pe•aml _ ALLOWABLE HOLES TJI®JOIStS - No loni m1Sm.rnmm miConraner Nhon¢hvmlingth-drew eaweds T, 2Lwdval al Bd t31 dv 2Yflm6arreemar 1Y'a1K'Tbnber6uard•lt:La �gabow°nng Blaetln9 Dand: Nn°aunmhm"TA Nv.6wrm rmnT.mB �n ��m 8loddaq pond: nbn Ncabvm torque m r.n bmrtl 1S ersmmer w oo Npr 1K•Tr RYn BoaN,tY.'m Wab daferer Web•anenen 1K•Tr Rim Baam, IK'rwbmsb.rm•LSLm maws'en mu Flme wa-I6a(o.l]sx]K•) woe¢Gnoren rogmroa on m m sea eod,sue tY.•m iK'7atilv5oaw•ISLTJPloht etl6 oncenar sMavm9 beM¢de•m N.4W ONLY 3^bt0d'' oiB3W ONLr mTJ�'bmO .. p O .itlo••t A2WONLY Ftom wmma- "i . wb sbe!a(0.1]t'v2K'1 Yi quieembouL r.L Webladt noqutrw tlpry - IXL em board. B1 BiW � ddeadbmhloiat � Ma�wL �� °i nab.wl.vnwm -1 udtskio A],W Tmwa-10d(a.t]1' 00 ! ends et B4W ONLY Mtn poae.mdnm, m�•graaDwamebr "°�' r°°�p° vro. Tm Tait. Tm n•0. Wrens thug 12• x>7m6•onmma Webamtamnroauew mmemil m cm a'ce,ycnre, m^'a'•-. ncep b„r�°unl muMacw,n Min ^'� °mc"m'ri b 1K'Tr Rvn Board, lGd(0./]1'vT 1M(0.131.31 rhicbbn umed•it•, : rt (A111AS1W ordA an barn dam m Bt W mser>cemr msor.mmaz ,y,•a.,K•r eersrmw•LSL bkn¢I,voueN tongb awarnoNLv � d"OpO" TableA-End Support Vlab rollers, Tr dmjpm mrlm boW Bbckhp wneb copy by mWhvd M1.1-m distance fmm ed a of hole to Inside laceof rarest endsu rt To°rbd-lad(0.1]1'x S) roaWivewbatlt Agrsthave f%•mlNmum az6'onmmef InsiallprowrXmungro B2 ® Bbddrg Panahmaybv reai®vd Yrah_Oadl•I'oar O® rmn br+mdlsboorwah'hewn B4 g4 pa ROUNDHOLE 66E 60UARE OR RECTANGUUIR ROLE 6QE # aidm at Alta O'AY */ohitbeadngmends.Aaach f aupparal wml edge' baN above er baba-am'cool'Bl bvbv-wetlama Bt t.vrN ,Y r ar r •:P tt r eri• r r4' tr A7 A7 A2 N N.1 A32 A3.3 OQ O® dm/e/sf perAJ demll. OOO Nadewu9h 2rLmr•aewr,vood eaamrew �O�O •Finaddaiowlbw64vn•peWFavem gee Rvn ep,m A3.4 A14i TJ•lolslmnbvim2 rows lW(0.141rx]T •Fmeddaimolfisblaaon.peWravom ma RenBmm Dmaa•aw lnmBatlenfi Nt N. N. OO K' r6rclbd. IrwelWbn Cub W tY.•Tr Rhn Bvudm tY.•or1 imber5traw' Bbcldnp X63erlseausarlmmlaeDrr Grip bFiYvrawRoofFrom.y,TJ•9001. W W W D°bb•Mtnoalazbnfi Heamd,mma L6L Nwaah tool(0.1]1'•]'I nee,.orb wdi•I Pwel waameonaemar, Ar Flamard RadRarrdq,TJEW1. cop• boaam Nnq°..tatle ,;wndvah the i6a(0.1]Sx1K7 rob vN�a'TA' ' evmemom eauNabmro maPamlianwde. pb1eNN°admh. Bd brgm mTJ•pbt if diememrmmdmum hob for ll,/.'- 1W rr Rim emmfY.•ar 1K'Tmtrr6bnne' mfirormmamaw/der 16'dvep btodni,bbck Cdamemr LGL mlvah toe(0.1]t•i�wa. Aah (MI31.2%) „T ad'brq[nm Sdiammor madmmn heb br tt,A'• bock.Use(-0•bngh umror bbdnq purls eK' one ouchmmp ow laommflanpo. vm,orotb(41]t'=3K'1 %•roinbmomvm van�$'aw 11 TJ• ueepwebda then lr lmy Aged,n.dmcememm ht roe at ud,mmm F1,ppGmm 1V..Pbbding Pamb;6•domvtar ,/r InoI vet flange. b umfminty s mam.mr mawmm�Mbfm mmesebmE2, .molar faruodd,ewreh dS Idm. an om Bd(Gtar=xJ57 Xorbowldoddrq I lowedjmb web sUleri ba It%'-V&un temhngw . bmhddm•IE] m°daep ordmrterlNn it tin& n.ammN comer wneb betvr•u each lmdnom above m ME*0-Y .-g-- ne smammah GW d.nlet T% .PReneo•rd fY.•a1K' only. doesm h gK'daaDar Do not dtflariga T'unbv5traw'L6L Naaxtlh )Od'`1a°1O bP Plm arltlt ' 'th,Irbng. IW(0.1]+•krjnaas.vnu trinrgmm%' floc, eeli.ln. Wvoe !fa, bfloor wncl Wodub.rtn*ens e5L NolaM Iad tetIEvbryUof%' Lloe(0.1]I•=]•)waa.vrm mshat Ave„monemeFW doph wniW boaaidmatE6 rhdmbao, a Eaiderop.wbv ."-. johl b-3- bbaHn9t boleat ET,boAdde•atEa Audre'vtormmasysbah aw 1eos sb r �' ° v.Ohtflangavah S rogXi A Ga•: WEB STIFFENER ATTACHMENT Q qush bbdom Bmmw .U.e2.4minhnumaWahbloWm 'rawersbew•LSL Fam gofi Iv 6dm,da)Bm red. t• Table B-Interfan,12eor Cantilever Support W am 1]t'.]T OO bartmnm E4 Not,arrwe.d,'-TJIaJgiWRange%ldms / werig: Mini-in distance from ed aolh2L to lralde face of neatest Intermediate or certtllevu su d fY E7 Et roaq°ne..a.°paw E2 E3 (1K'ler TJI• .rosy EXTERIOR DECK ATTACHMENT tkAmit: 56D.56®) bee title babe. -ROUND HOLES SOUARE OR RECTANGULAR HOLES � b°aomvanw. Apply-1,17 r T.V1. wa dnp,rahew weba5aerer w_¢ides. mole r aa- r! t Y at• •Y , amearal e.mrbr shealhb9 adhesive mall fiada uamlw etyalebt'ewn seemhie lnbw. •Wrn p,ulb,emm,bma,ma nv eumm a F1pn brar'vq pate ragwed. contact suX lorasmo udrm Mbv,nmluaa,rm,nvagmmmpwew X x,rgrrm�ma�vur W,Ab TJ•bet Fier Stick Hamer Badmr® A,oblegM wwmmY.•wmh•ng tug Be(411 u TNht ro• (wpmlmomnanw) as' W _ ° saecdroar man uebm.ewdi mmpmnge"namtnmm w�mana mbmrn mamao;, 0°mptli semuSian aswMpC.n Do tile. Bar9e,Yahnm mood Iona-} kawr � ti �a � TJF Jalat sedm (.) YDa Ene mivmNiatn U) rLnN misvhon pvasibb. Sm laduer 1K•Tr lam Bmmm lye tibia bekw.Nambfi + Tmbn,Shard'iei It° N %'x2Y,^^ w b.t• 0.' r aimanm(midmum)rrom 2]OS]fiD AMi %'.23f.^1 (a.,fa•>xK7 , , a Tap— vdgo m edgmro fasbner. 'on Q: gm _ mnDp.hata9w at% 16e h4 ban nnrWOWIeM TArww me joat."w tbm-a- 550 Aa '" (0.13Sx a1S) Q 1ammae6 flocks,bbd< nun eouermrw Y'b0 k°o WTmupn boa aW Yr¢ c 2K'aces wrjehL Npkm IlP 4 4 ❑ bppge, 5600 11 Devi Vw vob ra aM'„cool sTa fit5m sY 2P h4•' (g1]S=]a� B u' vW -m O°Bp Webamemnreauiw aaXmm ••TtrnYmnm sac his Ta Ohedtyeppibdmilna �m 6 1] N eo mtlmrn rtet Wifh cop mount harms,,backer Moak remrtlrsnloNy H3 s PB7 Ht bang^ yauppo H2 O V)cormaa�.r.anmtta.m^m•�munern..t.nw.•na°n.^. O theh speeMedan Nolay 1....ofre O (,j Ps,or Psx¢heatl:r�g.mw gnfi wrdml ��°� era Ica � bast%'m TA'Imsrropflaiga fm duvnvrdrn ifi eg,"uh ents.m ge5,T O Dl Agueam bee aelmmmeem•mveenmmn NTN GT6T2 mnaidou.For nailing regwemmr.•m w0e 6.TJ- pkteepba ttc eN/. Ore bradaD apdorte ebtYVa la required (�UmWcgon Bodo or bavor 'J' gam,Weyr°A°•uuhl flmfon GNEe to Ffnewd OI tY-Tr Rnn Bowb,tneeam Web dvemnvro dla 2r•w 24•TJ•S�Jdds stsY.•,•ri•as rvY•te%•vs RmfFYavdn,T}ggat. Nl INGOf FLOOd PAN ,a' ¢w a a d r cs a tsa rtv cs ¢I BEAM DETAILS FASTENING of FLOOR PANELS FILLER and BACKER BLOCK S¢ES s® sMo c 'd r a d , o N gaudb..rmYdmmoni. pcba f'rJan lu.seas TdPJeeb +m ae aomaw w ed tTa tra;rc a ars S r13 mn6 ,ne WT•nmbmb+ne'1bL 11mb,��LaL IecrvOm•h,4m• aepk aY,-A11S u•Aa•aY•.11%• ,.'•tC •Y'-Irk u••la• tNT ,tk fa•aC Ira'• aaI• �'u'•d� m ) mee°�OOIIommnd..00Nmrnlmatnnpn. N BEARING FOR DOOR BEARING A7 ,reeks. ne,ato, w er.un LVL Pst, ( mdmpan BEARING qT WALL BEAM TO BEAM ex 'aw 1r6n tYm• : IIsbam %. h,%- ha.yP r,a•K• a+x•Y• rw rro r.o emY.•*t .T.tln•n ms.amunemm b.e bdnnaumme.dw mnbn. OR WINDOW MEAGER CONCRETE WALL a. .• r .- a 2ae 2,e o ve s ht F•Mn¢mg Immry b,eeabanu CONNECTION u se r r ]' n•a eM,mne ene,mng N,ne-g 2.e b4 wamroddemwepa.+um.om mmimnnam.Mks.... BmNm Strap per mole Ytep plam • ' s'a •a c ° r •wn O'mnmwnL un.1,Y'.TJ`R. berSVarie' bnmmmsuous over toe 1.1•M1>•L1xd141•eY gY.'I SEAL 16Tn 6'n 6m, 6n, e+. r cavmewr fa.. h9hte •% ,•�Y•p Nny'MYtgpyY Nm �`-• • E + -pp.,NeA�Clemg.a manbm%•Natane d.egaeMnu On.rwdtad en�nbD,�msee anm,Nmmwd,gFAI ebe rTJr' e•°M;d mmh12 T �•.15amY'mw N colann -i]Tap moms1xraxTmprI-w Fa..mourn prams bmemed 1fll Un bemm�ea,]IS'onYanman.a pmieb,non bm me n,m.•eegenmmm.wntY�w wanoe.pan�u m� sen.,me ,�b .rmdrmm Genet aRamm�eW mMp.lr anambrmOMmeSmMame„Ymo vend edpn F,Nemg mmm man emee dnwnw Nmneae 1g ltslm muNnmareppnmml 15 1011 br 15 ,fi f:�'•'`� mmadnhn enkn mm �yl i wrsm w`�.w��Wwbm•en,an r mam°.n."�'°°°wa�ae.°mamrevarmmm.aa.mwebem m L7 O O Sre euaenf WeyerhaeuserL4 m"fia10 uw.antlnmar Maue,wmermee la,tr.xlrl naikemm�mum mnevmmmrnue4r rrlebLmmmlmm.,rAaw4 ms..er.mysmaWoronrmM..nmmnm .m .vnaemei llrermwefor,ramingeenneatora .Te mmmem eptiaq.m.w,n mole dlmna.m remw,ao d2Yx mlakmenm)C.>nda•mmsrmrc. mam�n.n tap®ra .wag mm.mug M mmt m Ieasa K••m mwen4 .Fm r,mmmeneee fling anO Nne•wa•.•m WGTAt1ATION RECONNETIDAnONamwge 2atm,NtymMmNmbaNroMn Gene MFn¢r Jeian covet be mmmayumwmdal Multiple-Member Connections for Top-Loaded Beams •wmarFnm.a rtagpr. aatma m.ralm6m Reauuemenm ®j 9 r.,wwe�wp°rvq.MHakfig 7J1 oistfloorftamin does E1 F vend',nanaen,o.atrea aaaabnemm Fbea a d Fad- not require bridging or I,Pk. T_p m Mi.U.,th rRax O.O.Swq Loaaeen WMnhslanen aerammed on bem �� mIdspan blocking BEARING AT tool lbaa r ]... •mgx'msm'°'a a)i aQ COLUMN 2 12d•t6d rues ]Y.' F IT Inside fastenmvna eerie sr ¢deba°wm 'moue ]%•ori'S' 2 21 _ Q lee reb r Y� A' bvtwenP GO NOTvedunp mreds 12d-16e ma, ]Y.' 2' 1r Boa dim - DO NOTnevd mrtlolm O ® m6eane MoMMelmMe eeyar,dbr,ide Ice ol.•.a 1%• Semsa 9%•erb5• 2 2P Bem dim .Load nuat be'opted ewmyouev ,am dvmpedmvribn• S Oa, role bmmvYDh Oabrahe,use VerHymlumn wPadtY lot win^ a 12, Om aNa muamom nu ddebaew tram. 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B2 O Q O ¢ �m NAILING AT BEARING(FLOOR) e m y TJIO Joist to Bearing Pule Squash Blacks to TJI-Joist h W m tK•Tr R.ea.ni'r (Lweb..dngvaaabo 1 Use Bt or B2 o1 ,Y.'mtK'Tuebe,Sbard LSL 0.IM(g.tzrxr) Johimry b°'bn°ewmrr Oaparad Irrtermadiate bearings mlkav eadt Avpe ..f1m.,pord an,ha 1-d BI ore m(G.1 ir=21S') w awn mans h nm oxm.dea With load beating or 'each•ua.DdYa oo nmmrrjohr conga. bracedlahear wa0 i G masmon Dryam Phvndnp Drop horn above b•m tK'nom eve. :woi I•b o tmpe'0ifine °V io Ahoam detW B2 mwppod O W..Jn.mumew mafig into-di.. d)m Tbaad a LU ❑ OL ftfinder may.pp(uGe,n l Tim Ht W Z are xnafrn taom.edan.egadrdmr mwdq O F- O Q b Bomp•ndn•Illnp sclrwule ' t%•rr Ram sew,�m to T+ Joist = U 1K'rGnber6 nr L.L TJf•66adm!oi.t To° Adamowl loim h mauinda It It z w II W Z ol� or T�g•t,o rim lol•tm rvYna tole(0.135=]T pmr pare!etlpeY-,or OU �� Exterior Deck MN.Trns.,vn Z qJ (7 aa,arse dt.ue of Attachment honlarf>dm Om, 10.1]1'.7) limo T. jm#vango TJI-S6o r.p.n ingbmcmtla6 `SOuaNel pparnbw1bddng each BarpvLLI rxrg,a]e,.nd"°dmid.t "°°'wen m.wng ..nm.rendnk WEYERHAEUSER TRUSS-JOISTS e❑i W one tse(a,]s=]K7ma cop 1xsTALunon nos •.• .rtarrmnn.wn F O O o❑ m wa Bang°. •slAnea.mb•Ne w bnpraaD Ibex partom�anm,vet tY'mfifitum boating ePob deplM>i6',Ioa Tn']W dmwbL may cot be marina. �� Locm rim Doan!/Nnl berneen/pfam. r°Pvk. balery bradng llu mglneawlumbe. FLOOR FRAMING:TJI 560 SERIES JOISTS t7 In z •fimm•h bbW eve tlodd,q wnehwrry abdmd pmmd vovtodtrmdSe. nminimuml etSmicmiter(6' pl IJ 1IW N BEAM ATTACHMENT at BEARING wrt'vlbaas(eelah Bt.w B26 PaWng ern the nab eom aYeol cmmdwu HOLES cenbrlm rJ,'nowl•Tl.na u d u N a F- of f� of•TJ-wbi(vm,oaks ateroren)h MaaubWLLe ammem ,K'ka«kaun w HOLES °aateneedmaemaee mataAL FLOOR DESIGN LOAD:(SLEEPING AREAS) ITI TII 1'or t K'T bntrr6traw•l5L ueF 1KY•TrRanBoaNm au(Amfnm•mKN'jd.l Wei LIVE LOAD= 30PSF Ir.-enno' OWGNO (..WARNING). /Il©)I •WMnjeWa an deWbd at rot>iwdbeamglvr•Id DEAD LOAD= 10 PSF a .1 2 pertabr,apamwh+a•gelvewarnofthevealrot Be.rhgi/ammbe 1 G phvntimp mHVAG � � IM1MYrM fiddomm ONe md.men 6m haminp pbn(d appgmtle)°r /�� a1`ia1 er be-m p�' p7�Qp�' AS PER TABLE R301.50F THE 12 ono,ga(4I2B'x]T wa man ngbm mimma:e Woyadueum.IromWlnn GuidY rmFtar •Addmwlvm alµml;mg arw(coo'd al. ��-7777vov weyerha raKf a REBIDENTIAL CODE OF NEW YORK STATE sXodmemba.t bn•dng. 'aC<mir9 olpmte aaeRoofFm h,,T19000.Formidmum 1K'mblimrm fmm eve end aw hrtarmoGom bmMg bnptln wil c"''y Foal COMPLY WITH ALL COD APPROVED AS NOTED NEW YORK STATE&TOWN CODES AS TUIRED AND CONDITIONS OF DATE: )aIB.RN I ja NOTIFY-BUILDING DEPARTMENT AT 631-765-1802 BAM TO 4PM FOR THE V&S FOLLOWING INSPECTIONS: Q�H� FOUNDATION-TWO REQUIREDI FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST DO NOT PROCEED WITH BE COMPLETE FOR C.O. FRAMING UNTIL SURVEY ALL CONSTRUCTION SHALL MEET THE OF FOUNDATION LOCATION REQUIREMENTS OF THE CODES OF NEW HAS BEEN APPROVED. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Blower door ELECTRICAL and ductwork INSPECTION REQUIRED testing required. PLUMBER CERTIFICATION ON LEAD CONTENT BEFOREMust provide Manuals CERTIFICATE OF OCCUPANCY D,J and S as per SOLDER USED IN WATER NYS Energy Code SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. PLUMBING Fire separation ALL,PLUMBING WASTE required as per &WA N LINES NEED NS Code TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF TRUSS PLACARDING REQUIRED PURSUANT TO CHAPTER 236 OF THE TOWN CODE !a I e►ul u lumbin & ti ating,p pti Paul J. Rupp Licensed Master Plumbe I u�. *&pd 1623 Stevens Avenue, Merrick,NY 11566 ��� Office: (516) 379�415 Fax: (516)379-3636 ..Z M i ppti Paul u Plumbing & fl Min i5W Paul J. Rupp Licensed Master Plumbe ti \Aa L 1623 Stevens Avenue, Merrick, NY 11566 Office: (516) 379-4415 _ Fax: (516) 379-3636 � 1 I _ W a o ---------------------------- fl 011 — -„- GRADE GRADE _ I I II II II II III IC— -- Itn::'w: II zs-,r u y u u y, ,a-0 ,a-m — u IEE PROPOSED FRONT ELEVATION PROPOSED REAR ELEVATION 114=T'P Q I 0 I � w 7 .. fA O (L x w W Z U) 0 N } U3 � F- S Q a N W p O a 'SEAL ' As qS —__ 3 __�' f'_= c m I PROPOSED LEFT SIDE ELEVATION ! Z a r ' �ws �cy I >> �> I i�Z 0ZI =9 0 Qoi z �.° gym; o N Qs• 0 w l o W O' UrO: I I � // I II wIQI�lC7 tZ INI Ia Bl o I LI O of I_J U W!,m- N CO I I 9 I a CL a F-,o� PROPOSED RIGHT SIDE ELEVATION GENERAL NOTES t % lk I D 1=614 I ELL N GENERAL: ff VL m 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING DEPARTMENT. 0 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES 3. ALL UNNOTED OR NONVISIBLE:EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE n THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK HE WILL--HEN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. MECHANICAL CODE NOTE: ' - . 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY.STATE,CHAPTERS 12 THROUGH 24. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 500 ARSHAMOMAQUE AVENUE FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. SOUTHOLD , N ■Y. 11971 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH: ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS I REQUIREMENTS 12TIIT IS THE INOTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE 1 TITLE SHEET CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. � FOUNDATION 1ST FLOOR PLAN 13,ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE, 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. SHALL BE IN ACCCORDANCE WITH SECTION R316. NOTE:15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND3 2ND FLOOR PLAN SECTION RISER EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL BE IN THE FIELD THE CONTRACTOR, 4 ELEVATIONS MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, ANDD RECEIVED ED DISCREPANCIES SHALL BE PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY 5 ELEVATIONS FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 6 FRAMING DETAILS 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL,SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 2-2"x 6" U.O.N. BUILDINGS. 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. 7ENERGY SEALING DETAILS Z 5, DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) 0 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) ui 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 8 NOTES & DETAILS 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ SEAL MODELS NUMBERS ON PLANS. 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY RED AR ESCAPE. IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE 9 NOTES & DETAILS K. rFC,y f\ SEC. R310 MIN OPENING OF 5 7 SQ. FEET(5.0 SO.FEET @ GRADE LEVEL WHEN GRADE h^ TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 10 NOTES & DETAILS „)/! ��V. 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. cp ALL GLAZING SHALL COMPLY WITH SECTION R308. 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 11 NOTES & DETAILS 9TF 0 / F N ' 12. MOISTURE VAPOR BARRIER S TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING 1 � TJI DETAILS ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: co 00 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE - M GEOGRAPHIC TABLE DESIGN R E Q U I RM E N TS NFPA 70 NATIONAL ELECTRICAL CODE cv 00 ,t co 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE cy) CIO OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE.ZONE 4A 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W'/CHAPTERS 34-43 AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4. SMOKE DETECTION AS PER N.Y,S.CODE SECTION R314. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN GROUND FLOOD FREEZING Lu 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF d TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD ANNUAL TEMP D PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SNOW LOAD SPEED BORNE -BORNE CATEGORY ° FROST LINE TEMP INDEX z RAPHIC WIND DEBRIS 'WEATHERING, DEPTH TERMITE REQUIRED j MPH EFFECTS k REGION Y FOUNDATIONS, CONCRETE AND MASONARY: Q 1 MILE B 3 FEET 15° YES INSERT FLOOD 599 51° w 20 PSF 130vu1t NO NO FROM THE COAST SEVERE HEAVY � m O 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. BOF ZONE OR N/A a } 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SO.FOOT. } Q w 3. FOOTINGS TO REST A MIN 3'0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO 2 Z z (1'RISEMAX) MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS _j JLU 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON � O 0 O PLANS. (U.O.N.) Q F ALTITUDE INDOOR DESIGN WINTER SUMMER HEATING TEMPERATURE 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE CD N Q FRAMING OR PROPER BRACING IS IN PLACE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE cn co m 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE S-IOWN ON PLANS. - 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 40° N 15° F 85° F 1.00 68° F 75° F 53° F ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING m CD 31000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 3,500 P.S.I.GARAGE SLAB I EXPOSED SLAB ON GRADE I POURED STEPS. 10° F 15 MPH 7.5 MPH 72°F MEDIUM(M) 45-55% 32 GR @ 50% RH U N 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH J MINIMUM 6MIL.POLY.V.B.((D OCCUPIED SPACE)ANC WITH REQUIRED INSULATION. J w z � 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. 0 _ 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EVERY 18"O.C.HORIZONTALLY WI FLASHED JOINT C BRICK LEDGE OR RELIEVING ANGLE � � � I I W/WEEP HOLES @ 4'-0"O.0 MAX TO DIRECT ANY CCNDENSATION TO THE EXTERIOR. N WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN W z 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND ANNUAL ♦•- DESIGN DESIGN UNDERLAYMENT FREEZING Z � O �- FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED SNOW LOAD SPEED d TOPOG SPECIAL BORNE-BORNE FROST LINE HAZARD TEMP - CODE LIMITS. RAPHIC WIND DEBRIS CATEGORY 'WEATHERING,, TERMITE TEMP REQUIRED INDEX � Z U) 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION DEPTH (W 0 W r 1 MILE 3 FEET MODERATE SEE YES NO 599 51° O U � � PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vu1t NO NO FROM THE COAST B SEVERE BOF BELOW v 0 0 w Z co & FIRE ISLAND TO HEAVY O t 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 w AND 2020 I.F.G C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. � w J 0= W < N ` 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.0 D.H.S.REQUIREMENTS. WINTER DESIGN TEMP: a � U U) Q ~ 0 r 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL - INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY _ DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING, MINIMUM 75° F COOLING AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F, DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) 1 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B � SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLEOF HANDLING THE IMPOSED LOADS OF { PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE U?GRADED TO MEET CODE COMPLIANCE. i 35'.0" A 21'-7" 13'-Y A 4 T-6" 8'0" 35'-0" --------- 4"POST ANCHORED ON T-6" 14'.1" 8'_8" 4'-9„ -------- 14"0 x 36"FTG.BELOW GRADE ----- AND 4"-6"ABOVE GRADE 2- 2"x 8" HDR r - - - _ �- � 8,4„ LL X X J HOLD DN. I N u_ N `` HOLD DN. °° 2" x 8" NAILER -q 7_ o----------- v------------------ r- HOLD DN. HOLD DN. o Jw 0 U w J _.I UJ ' Jw__________________________ l Q = r I co I I 2-2"X 12"HEADER. I I J 2 2"X 10"HEAD 0 O 2-2"X 10"HEAD R. o cn I o f 14'-4" o crw co 0 co QI I III ° I s'o 0 0CC uj w I oW = � I I o ui w w C3 w c� w c i I W L J III , co I v co I I W o w o W o I , 41 o I I I I LAV W r o" I� L o W C> , ® ® FULL CELLAR ® I � I1 KITCHEN of N , _ _ * a: _ o `� 9'-0"CLG.HT o `� °° o M °° UNHABITABLE SPACE o I = N N ® DINING ROOM I IL .w ® 4 o ^ 0 8' 0"TO UNDERSIDE OF JOISTS o I CO O x 9'o"CLG.HT , I co N co 0 13'2" Lo o o I I r- REF. ( Dry co o = o g o xs 0 "' mQ 0 19'-4" 3'0" 11'4" I co r u_ 10w I I HALL j I I � � �* 19 4" 11'8" �Z [[[3'1I_ - - J I I 9 Ua , 3 1 314"x 11 718"wl 2-1"STEEL P ES r' -I F , Q = o I I o o Wa w FLUSH INSTALLED -- -I �_ �_ - - - - N -I - - 3-1 3/ "x 11 7/8"w/2-5/8"STEEL PLATES- - - 0° o i I - - - - - - _J LTJ I I I ow m o Q I I FLUSH INSTALLED HEADER v 111 o ELEC. 4"STEEL COLUM WI I T I I wo o I I S.D. 2668 J o Xh ELEC. I C. 7�_6" P J M I , 24"X 24"X 12"C NC.FOOTING , i M co co J C.M. T� I I I = I 0W 4 U 22'-4" 11'.4" I , 00 © x ' ELEC. BATH Q J - .6 �, S.D. 9'-0"CLG.HT I �- I I _ v> 19'-4" to 0 DET. M bo w o J w Lu w o w o W IFIFF- Ui w � I I � co CD � � L/C a U v n I I - UJ J CFM GLASS ® ® co w ELEC. �I o FULL CELLAR I I o Q I Ioc OORS °� I , m o l ao o � LIVING ROOM }Q pET' UNHABITABLE SPACE I o w °' 00 �' I I` _ 9'o"CLG.HT 3 0" QLu -�L-0-- L ao o m 0 8' 0"TO UNDERSIDE OF JO1 TS I , "' "'I I ^ o o i N � I � Z _ Lu L__ �> o o °° I I ° w - a -- I � w 2'-0� m rzi N I i N 2'0" g ¢ W F w- 11 7/8 TJI 110 SERIES I I O0 N o Lu ; Z W cr � FLOOR JOISTS @ 16" O.C. I I � � cn O x - - Z Q = X Q > Z o I BEDROOM #4 N o 000 I I I I o U N M 9'0"CLG.HT N w I I 8'4" 11'4" I i w "' ¢ r- n w -------- 2_13/ "x911'LVL 2-13/4"x9112"LVIL -F- - 13'-8" - -�-I- - - w o I N N c`ui> 2-2"X 12"HD Lo 6'4" 2'o N SEAL OLD DN. --- or- --2"x 8"NAILER LAG -- - , �-tII J v, `D I I HOLD DCl A - ---_--_- �.� TRIPLE FLOOR JTS UNDER WALL ABO -�_ �R NDK ARc _ I o ® I I co 7 co CL oo SCREWED TO DWELLING I I M _ � Ln i IJ � � � Jw r 19 X -- _,: ( I �j ® a 2-2"X 10"HDR. _ IJ ® a I- p = zo 4"x 4' POST ANCHORED ON N ___-__- o 14"DJx36"FTG.BELOWGRADE HOLD N. -� HOLD DN. I I Z � ,� Z AND4"-6"ABOVE GRADE I I `� `� J oCOV RED PORCH U U g I= x oo N X J >, I o o J " � r. 7 o I -®----- I zx w xx o "x 6"DECKING o o N <v v I I Q "' ` " N 0"CEILING HT °O Z'°° 4 ( �° I � W l ` \ 2 2"x 8"ACQ HDR. r 2-2"x 8"ACQ HDR. r r :" 0 0 F N E� - - - - - I 2.2 X 10"HD 2-2"X 1 "HDR. c> 2 2"X 10"HDR. - 2-2"X 12"HDR. uj ---------------- HOLD DN. - - - - - - - - OI- HOLD DN. AO* A A 4 v 00 co 6'8" 4 a 6,-8" 4'-8" 4'-8" r 2'-0" c� c� r T-2" 6'-10" 2'-0" 5'-0" 't 00 N oD c•M co 14'-0" Ir 9'-0" Ir 12'-0" 14'-0" 9'-0" 12'-0" 35'-0" 35'-0" PROPOSED FIRST FLOOR PLAN W PROPOSED FOUNDATION PLAN CONSTRUCTION NOTES: BRACING METHOD : CS-WSP ( SEE SHEET#9 & #10 ) 1/4"=1' 0" Q Y 114"=1' 0" FIRST FLOOR-1,163 SQ. FT. w OALL LUMBER THAT COMES IN CONTACT WITH GARAGE-521 SQ.FT. 0 - CONCRETE SHALL BE A.C.Q.LUMBER. PORCH-130 SQ. FT. Q TOTAL= 1,814 SQ. FT 0 z z 3/4"OSB SUB FLOOR GLUED AND NAILED Q 0 J W AS PER MANUFACTURER'S SPECFICIATIONS = -' Q � WINDOW SCHEDULE DOOR SCHEDULE < ° ° 10" CONCRETE WALL NOTE! SYMBOL R. 0. DIM. WINDOW MODEL STYLE AMT. NUMBER DOOR SIZE DOOR TYPE AMT. o ° N m 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND Q* 6' 3 15/16"x 4'-8 7/8" *ANpERSEN 3046 2 T.W.D.H. 4 1 3068 W/14" S.LITES SWING (EXTERIOR) 1 POSTS ABOVE. © 3'-2 1/8"x 4'-8 7/8" *ANpERSEN 3046 T.W.D.H. 5 2 2868 3/4 HR.S.C.F.R. DR. 1 1/2"A.B.@ 48"O.C.WITH DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND C 2'-6 1/8"x 4'-8 7/8" ANDERSEN 2446 2 (EXTERIOR)3"x 3"x 1/4"PLATE WASHER STAIR WELLOPENING. (PROVIDE METAL JTS. O T.W.D.H. 3 3068 SWING EXTERIOR 1 NOTES: HANGERS AS REQ'D) Op 3'-0 1/8"x 3'-0 7/8" ANDERSEN 210210 T.W.D.H. 1 4 2068 SWING(INTERIOR) 2 �- I DOUBLE ROOF RAFTERS AND TRIMMERS AROUND O O 2"x 6"SILL PLATE 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) 2'-6 1/8"x 3'-0 7/8" ANDERSEN 24210 TEMPERED T.W.D.H. 2 5 2468 SWING (INTERIOR) 1 z O OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON 0 DECO TEMPERED GLASS WINDOW AS SELECTED BY OWNER 6 2668 SWING (INTERIOR) 5 O N CONCRETE WALL 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS U THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. L.V.L., GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO 7 4068 SLIDER(INTERIOR) 2 0 SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. FOUNDATION, FTG'S,AND OTHER STRUCTURAL (`)WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) (*) PROVIDE SILL HINGE CONTROL BRACKET TO ALLOW FOR EGRESS. 8 6068 SLIDER(INTERIOR) 1 W J 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL GIRDERS OR HEADERS AS NECESSARY. z zo N r 9 6068 SLIDER(EXTERIOR) 1 AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS 1. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY � 0 - M SQUARE FOOT WITH A MINIMUM OF T-0"COVER. FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY ESCAPE. IN CONFORMANCE WITH N.Y.S.CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET 10 5068 BIFOLD 1 0 0 O 3. ALL CONCRETE SHALL BE 3,500 P.S.I. SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED (5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/ 1 1668 BIFOLD 2 => U PORCH'S. (ETC) MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED > II 1/2"A.B.@(�48"O.C.WITH FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. 1 2034 SWING(ATTIC INTERIOR) 1 w 3"x 3"x 1/4"PLATE WASHER 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, LL1 z Q d THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. 2. ALL WINDOWS TO BE ANDERSEN-400 SERIES 13 8070 GARAGE 1 z U q CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. 3.ALL ROUGH OPENING DIMENSIONS TO BE VERIFIED IN FIELD Q z 7� BACKFILL TO BE FREE OF WOOD,TRASH,ETC. AS PER MANUFACTURERS WINDOW AND DOOR SCHEDULE FROM ANDERSEN W 0 W RIM JOIST 1.MIN.7"EMBEDMENT INTO CONCRETE 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS 4. ALL WINDOWS MUST HAVE A U-VALUE OF.34 OR LESS. (n () Q w/3"SQUARE WASHERS AND END NUT SETUP BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE O 0 C� 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF w 0- I- 0 Lu Z N LIGHT & VENTILATION REQUIREMENT'S 1ST FLOOR 0 Z � _ OR REPLACED BY HOLD DOWNS FOR SHEARWALLS PRIMING BITUMINOUS PLASTIC CEMENT. oCr J U W CNO 6'0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF, o a o W U (n Q g TO 12"MAX.FROM ENDS OR CORNERS ROOM NAME AREA LIGHT (8/o) VENTILATION 4/o 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR DWG NO MORE THAN 7 PERCENT. LIVING ROOM 313 S.F. 26 S.F. 34 S.F. 13 S.F. 17 S.F. ` ANCHOR BOLT SPECIFICATION KITCHEN/DINING AREA 390 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. Zk 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. 2 R403.1.6 FOUNDATION ANCHORAGE LUMBER. BATH 37.5 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE 12 _ NOTE! NOTE! A 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND e"T U ROOF 35'-0" ALL EXTERIOR WALLS BEHIND TUBS I I &SHOWERS SHALL BE INSULATED POSTS ABOVE. a"AB VE ROOF �L 4 &FINISHED WITH GYP BD. BEFORE DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND � 10'-0" 10'-6" INSTALLATION OF FIXTURES. STAIR WELL OPENING.(PROVIDE METAL JTS. a" 8'-6" 6'-0" EXISTING � HANGERS AS REQ'D) - - ——— — — ——— ———— ——— ——— — — ——— —— — ——— ———— — — —— — ——————— DOUBLE ROOF RAFTERS AND TRIMMERS AROUND — STACK F F E g SKYLIGHTS(PROVIDE METAL JTS.HANGERS AS REQ'D) 2" — — w `- 2. ALL STRUCTURAL COL'S THAT SUPPORTANY HEADERS 1 1/a" 3" 11/2"I 1 1/2"1 c=n �- x 2-2"x 8"HDR. I I , 6'0" 5'-0" 11'4" I I I L.V.L.,GIRDERS, ETC.SHALL BE SUPPORTED DOWN TO I I I o cn ,w � FOUNDATION, FTG'S,AND OTHER STRUCTURAL w -' - ( I I I I = Q SECOND FLO 0 Q o I I I U o � � � GIRDERS OR HEADERS AS NECESSARY. I N J m o I I I I � I A A I I I w 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS o w I I I I � ® � I CATH U o I I I w v FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 2" 3" 2" 2"cD z � I N cn o co SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED co z � > o io c~i� — w I w o PORCH'S. (ETC) 3" 1 xw xo I NW zn BATH 2i _ ® � ® < I o � � 3„ N U N O LL- L� 9'o°CLG.HT o� °° J BEDROOM #3 I 1 5'10" ��g� ." w ." o - -2 —I- - i- - T — - - - - - - -I Lj11J N U N = 3" 1 1/a" 1 1!4" 3" 3" I � 9'-0"CLG.HT I I I I O I NOTE: 1 11 1/2" iv I I I ® I 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE I o� ( 5 A I °O WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK DISH STATE. FIRST FLOOR WASHER I WASHER S.D. _ I c.M. Q HALL ELEC. co ©I 2.ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE C.O. 2" 2„ I 2„ 3" 2" 2" I c.o. o \ DET. I S.D. N I WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK 00 © oo DET. 1 22"X 3 ' - DET. Q7 N I STATE. 3„ I 3„ .6 x ELEC. N I ATTIC ( I 3.EXTERIOR WINDOWS&GLASS DOORS SHALL BE INSTALLED IN . N ———— �S.D. LACCESS.J I w J ACCORDANCE WITH SECTION R613.15&ALL GLAZING SHALL COMPLY I � w \r———— w -� WITH SECTION R308. LINE OF TRAY CEILING = I I I I I I I 4.WALL&CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION BASEMENT 1 11 c o o cn _ o ( I— L — 2"x 12"RIDGE — 2"x 12"RIDGE __ _ _ I I o o U) 0w R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. � ,,, i I I I ( — — —— Q—— I w m 5.WITH SECTION ONLR702 3 AND EXTERIOR WALL COVERIN L COVERINGS SHALL BE INSTALLED IN!ACCORDANCE o Q cD 3S SHALL BE 4"C.I.HOUSE TRAP IN o w � 0 o I I I I w o INSTALLED IN ACCORDANCE WITH SECTION R703.4 C.O. \�(V U I L -J I I — I "' `r 6.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE ITw/STL COVER n MASTER BEDROOM I — ELEC. I WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEWYORK 4"C.I. _ CM STATE. / 11'0"HT TRAY CLDG i DET. I 7.INSULATION SHALL HAVE AFLAME-SPREAD INDEX OF NOT GREATER THAN N I o I I ¢ I 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN RISER DIAGRAM _--- ACCORDANCE WITH SECTION R320 N.T.S as `° I I �_—— I _ 8.THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE Eo o o ' ' I `' WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEWYORK STATE. w I iD � I ——— ZL U °' WATER SUPPLY&DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE: T SHALL w co cn w U o I 9.CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE I ® � ® Q I ——— ° WITH SECTION RM 1502 1.SERVICE FOR NEW BATHROOM WILL BETAKEN MATECOMPRY WITH TABLEIALS FOR IP3 02STDRA DRAIN, & co cn _ FROM THE EXISTING WATER SERVICE. o _j r I Z o I -- o ® BEDROOM #2 10.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS TABLE P3111.3 SIZE OF COMBINATION WASTE& ® Q N I 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. Q q I i �X w x o I _ c D o o' 9'-0"CLG.HT OF THE BUILDING THERMAL ENVELOPE.A MOISTURE VAPOR RETARDER SHALL COMPLY WITH R.C.O.N.Y S TABLE P2904.5 WATER a 19'4" ——— co z � v I DISTRIBUTION,FOR MATERIALS&TABLE P2904.6 m o N I x FL x o BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE PIPE FITTINGS,FOR MATERIALS. q ui w I (I— I I �•, �" I WITH SECTION R318 Q I / --—— LINE OF TRAY CEILING _____- I Lu J o ' B I 4" 1 I U RISER DIAGRAM q X 10 I I I I - U) o ui I I I I I w I 2-2"x 10"HDR. I I o 00 o N I 2-2"x 10"HDR. 2-2"x 8"HDR. I W o cn v L- - - - - -- -- - A- ---- - -- - - -- -- - - - - - -- --- - O' - - -- ---- -� z 0 w 2"x 12"RIDGE A 4 2"x 6"COLLAR TIES 32"oc SEAL i ��E,D ARC 2"x10,� �N RR 16"O.C. �S�� .K. rFti> 1/21 PLYWOOD SHEATHING#15 FELT c� ASPHALT SHINGLES(AS SELECTED BY OWNER) ICE SHEALDING - � r / _4- 0 2"x 8"CEILING JOISTS 16 O.C. R-30 CLOSED CELL SPRAY FOAM INSULATION F O F 12"O.H. T-2" 11'4" 10'-6" 6 0'- " NO VENTING 3"CONTINUOUS SOFFIT VENT 1/2"GYPSUM BOARD. 35-0" 2"x 4"STUDS 16"oc PROPOSED SECOND FLOOR PLAN WNW 1/2"GYPSUM BOARD. co - WIN HT R-30 INSULATION 112"PLYWOOD SHEATHING M � VAPOR BARRIER N 00 BRACING METHOD : CS-WSP ( SEE SHEET#9 
 ) 1/4"=1' 0" R-3 INSULATION BOARD 1- 00------ R-1 5 INSULATION W/ L VINYLSIDING(ASSELECTEDBYOWNER) SECOND FLOOR-1,171 SQ. FT. LIGHT & VENTILATION REQUIREMENT'S 2ND FLOOR 1/2"GYPSUM BOARD. o MASTER 0 BLOCKING 314"SUB FLOOR GLUED AND NAILED ROOM NAME AREA LIGHT (8%) VENTILATION (4%) BEDROOM HALL BEDROOM 2"x 4"SILL S.F.REQUIRED S.F.PROVIDED S.F.REQUIRED S.F.PROVIDED MASTER BEDROOM 398 S.F. 32 S.F. 50 S.F. 16 S.F. 25 S.F. 11 7/8"TJI 110 SERIES OR EQUAL cu 16"O.C. BEDROOM#2 143 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. 2-2"x 4"TOP PLATE BEDROOM#3 138 S.F. 12 S.F. 20 S.F. 6 S.F. 10 S.F. FIN FL BRIDGING FIRE STOPS BRIDGING 2"x 4"STUDS 16"oc z 1/2"PLYWOOD SHEATHING w MASTER BATH 58 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE — —————— > Y BATH 45 S.F. ARTIFICIAL LIGHT AND MECHANICALLY VENTED BY CODE ——— FIN CLCL——_ VAPOR BARRIER Q R-3 INSULATION BOARD LU ~ 0 VINYL SIDING(AS SELECTED BY OWNER) 0 >_— T———— R-15 INSULATION WI Q VQ 1/2"GYPSUM BOARD. 0 Z 0 z 3/4"SUB FLOOR GLUED AND NAILED = _ cr Q SCRIBE @ WALL(TYPICAL) o BLOCKING R-15 INSULATION WI 11 7/8"TJI 110 SERIES OR EQUAL @ 16"O.C. 0 O= KITCHEN a' 1/2"GYPSUM BOARD. 2-2"x 4"TOP PLATE p FIXED WOOD SHELF WOOD BLOCKING 3 SIDES `o LIVING o o N Q H `D 36"RAILING ROOM m SILL SEALER SCRIBE @WALL(TYPICAL) TERMITE SHIELD(COPPER) j F_ 1 1/2"DIA. POLE SECURED ANCHOR BOLTS(SEE DETAIL) W/FLANGES BOTH SIDES. BRIDGING BRIDGING 2-2"x 6"ACID SILL WOOD BLOCKING 3 SIDES _— ———— bd — ° 0O co cy) y., R-30 NSULATION :a, 0 N 1/2" YPSUM BOARD ON R 30 INSULATION (� FIXED WOOD SHELVES GRADE UND RSIDE OF JOISTS 1/2"GYPSUM BOARD ON GRADE J UNDERSIDE OF JOISTS 4"x 4"POST ANCHORED ON _j U I I 12"0 x 36"FTG BELOW GRADE LLl Z 4"-6"ABOVE GRADE 2i 0 _ C? " FULL CELLAR '' 0 � 0 0 II bo J +i PROVIDE DAMP PROOFING = 4"x 4"POST ANCHORED ON LL] Z v 10"0 x 36"FTG.BELOW GRADE z"I'LZ (� AND 4"-6"ABOVE GRADE 8"CONC FOUNDATION WALL. Z (/) ,. L!J 0 lJJ 16"x 8"CONCRETE FOOTING W/4"x 2"KEY Q C) v r 4"CONCRETE SLAB ON UNDISTURBED BASE co w 0- 0 Z N o w J c) Li N D_ a- U (n Q I— o ti ,,%„ DETAIL %, DETAIL SECTION VIEW A DWG NO /^l COAT CLOSET DETAIL SCALE 1/2":1'-0" LINEN CLOSET DETAIL SCALE 1/2":1'-0" W/SHELVES W/SHELVES 3 2_ NOTE : PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL.BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 0 0 M M ASPHALT SHINGLES ICE SHIELD — ICE SHIELD ICE SHIELD ICE SHIELD 111.111 ILL] C? ITTT TTJ Ed E: 0 m 0 M STEP FLASHING FIN FL 12 12 FIN FL —————— �6 —————- --FINCLQ --- ---FINCLG-- z 0 ----UIN HT Lo 0 m m SEAL 36"RAILING c? 36"RAILING HTVINYL SUM lk FIN.FL. FIN.FL. u4� CEDAR IMPRESSIONS BOTTOM OF JTS BOTTOM OF JTS GRADE '::' '`'`' ::' GRADE GRADE ="•_'_ F 0 GRADE I I I I ! I I I I I I III I I F-----�i L==J I I I I I I I I I I I I I I I I III _ L----- I -14 x 4 POST ANCHORED ON AND 4"3 SD 6"ABOVE GRADE I- I I I `o I �J LJ L.� LJ LJ LIJ I I ---� LJ LJ I I t co N 00 CONC SLAB I I I I I I F_ ——1 ( I CONC SLAB I I - co -------- -- -------- 16"x8"CONCFOOTING---- ------------�-- 16"x8"CONCFOOTING ------- ----- ------------------------------------------------�--� ------- co c� ————_— 16"x 8"CONC FOOTING FRONT ELEVATION W , REAR ELEVATION z 1/4„_- 1 -0„ W Q Y wi rn O p w O z z :E J W Q p O QCD H (� o O N Q � US C m O G7 z p m 0 N U J .J 2 0 O U 0� o J W Z Q Z c/) 0 0 Z U) LLJ r� 0 w O U �_ 0 c) 0- 1 Z CV w (D w J J U w � CO a 0 Q H o ti DWG NO 4 12 NOTE : PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN PLACE OF NORMAL UNDERLAYMENT AND SHALL EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 0 0 co M ® 12 7F- 12 12 7111 17 12 —77 ---�1IISr1Cz_— ------------- G —WIN HT ——————————————WIN 1 0 0 zn a, co �p VINYL SIDING 12 cn FIN FL 5— fIN FL z FIN CLG _-- -- --- FlNCLG j w 1'4" OPEN SEAL PORCH N.K. TFy 36"RAILING 36"RAILING �7n , 36"RAILING Q � o * 4, _Le {• ;i�- ✓/ 2� ——FILL—— — _—.E1UFL_ OF -- -- F tl BOTTOM OF JTS � BOTTOM OF JTS - , - - - , .. - - ,. - -., =..' =,,:- =,.:=i; . :r:= =,,;: :. .:;: . �..- 5i.• -t - .._ M1r.• \' "'•: :'M1.' - = " = _ GRADE GRADE GRADE GRADE o ° co I I ill I / f 0 h T f I L J L J I I I I L N 00 N CO I III III 00 r I II II II II I I J ( 4"z 4"POST ANCHORED ON I I I I r ( 10TOJ x 36"FTG.BELOW GRADE —4 r J I CONC SLAB AND 4"R'ABOVE GRADE I I I I I CONC SLAB -------- ---------------------------- ------ -------- I -- _ ------ 1—----- I---_---_--I— --- I --------- 16"x 8"CONC FOOTING 16"x 8"CONC FOOTING _ _ -------- 16"x8"CONCFOO------------------- 16"x8"CONCFOOTING --- W LEFT SIDE ELEVATION z RIGHT SIDE ELEVATION 114"=1'-0" w Q Y 114"=1' 0" w rn O 0 a } z 0 z � _I w Q or O oo U) m O CA z p m M � N U J J � O a O U 0 o U� w z Z a o z w O Lu O U � p b � Lu Z N w 0 �LjW J v Lj w CNO M c) (n Q F- o ti DWG NO i 12 ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. I ROOF SHINGLES I 1"AIR SPACE #15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d 1"x 2"BLOCKING. 1/2"CDX PLYWOOD �� -' �' � PLYWOOD SHEATHING. COMMON NAILS IN EACH END OF STRAP. #15 FELT PAPER I 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d -I COMMON NAILS IN EACH END OF STRAP. I .. 24"MIN. SIMPSON H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT �N ACCORDANCE W/MANUFACTURER SPECIFICATIONS + � a RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8d CATHEDRAL CEILINGS CONDITION �v VALLEY FLASHING COMMON NAILS IN EACH ACCORDANCE W/MANUFACTURER SPECIFICATIONS EXISTS ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. LSSU "SKEWABLE"CONNECTOR DETAIL "A" ��%, DETAIL "B" BY SIMPSON OR APPROVED EQUAL. DETAIL Till DETAIL "D" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING. N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.905.1.2 R.802.3 R.802.3.1 R.802.3.1 R.802.3.1 R.802.5.1(9) R.802.5.1(9) L/4 MAX. L 5/8"TYPE"X" GYPSUM BOARD ZZ'MAX CAN'T 5/8"TYPE "X" GYPSUM BOARD 1'4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL) STRAP'DOWN WALL STUD WRAPPED TO UNDERSIDE OF FLOOR JOISTS& INSULATION SHALL FILL FLOOR CAVITY BACK DOWN WALL STUD SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. PARTITION. R-15 MINERAL FIBER INSULATION y BETWEEN HEATED & NON-HEATED THOUGH BOLTS SPACES. HEADER 11 1/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY — MANUFACTURER @ END OF JOISTS. 1 1/4"x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE fli HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 114"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. OVER FL JOISTS&DOWN WALL STUD DETAIL "E" 0 DETAIL "F " .� DETAIL "T %%, DETAIL "H" CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=1'-0" FIRE SEPARATION @ GARAGE WALL N.T.S. HEADER W/STEEL PLATE DETAIL 1/2"=1'-0" w SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED UL Design No.U333 SEAL —SHEATHING NOTE D ARCy SIDING ALL STAIRS, HANDRAILS& K. F T FLASHING RAILINGS SHALL COMPLY �,� CONTINUOS VENT � ZW/RCNYS SEC. R-311 &R-312 * �,11 , Q u►� 1/2" c i z_w HARDWOOD OR STEEL HANDRAIL \ 7 1 1/4 AIR SPACE � ?✓ p BACK-FLASHING '� 20 W/1 1/2"MIN. FINGER CLR.AND NOT 9� : " y 1/2"MINI. BLANKET INSULATION oo 0 TO PROJECT MORE THAN 4.5" � OF N E- 3/4"AIR SPACE io FROM THE WALL. 0 ROOF RAFTER LU w 3/4"0 LAG BOLTS TOP DO BOTTOM @ 24"O.C.MAINTAIN 2"EDGE @ END DISTANCES. It Co 9» WOOD STRINGER, cl) M TREADS, &RISERS N w Nr w N CO PRE-MOLDED M m EXPANSION JOINT. 1 1l4"NOSING z, DETAIL "tJ11 MINIMUM WIDTH OF STAIRS TO BE 3'-0" ROOF VENTILATION N.T.S. DETAIL "K" w Z STAIR AND RAILING DETAIL N.T.S. Lu Q Y W I rn O a 12 Lu Q 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER 0 z ° z ROOF CONNECTION CONNECTION DETAIL _ o Q � 2"x 10"FLOOR JOISTS O TECO'S � 02 2"x6"R.R.@ 16"O.C. Q I- 2"x6"R.R.@ 16"O.C. HEADER AS PER o D , > 3-10d COMMON PLAN CD0 m 1/2°LAG.BOLT S;I SON @ 24"O.C. ST PPING @ 16" 2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMION SIMPSON 112E 2-2"x10"HEADER 6"x 6"P.T.SOLID WOOD POST p 0-)112°LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY z O COV. @ 24"O.C. SIMPSON STRONG TIE m M PORCH TECO'S ° U N J ---I ABU46 POST BASE 5/8" W Z n ANCHOR BOLT O D 2"x6"DECKING O I—' O O SEE DECK LATERAL ATTACHMENT 2"x6"DECKING DECORATIVE MOLDING PSON = DETAIL ON SHEET#12 4"x 4"POST ANCHORED IN U (D w 2"x 6"FLOOR JTS 16"O.C. 8"x 36"FTG.BELOW GRADE •' STRAPPING ® 16" � @ AND 4"6"ABOVE GRADE Yz"0 LAG SIMPSON 0� 6 8d COMMION BOLTS @ 16" P 41 N • Z � 6 8d COMMION 0 _ HGR. ® 16" Z 1/2°LAG.BOLT 3-10d COMMON all ' AB POST BASE BY SIMPSON LLJ 0 � @ 24"O.C. FILLER STRIP d � W U ' TECO'S ° t- O v c) GRADE U � w Z N 5/8"ANCHOR BOLT ` 0 � Z = = g N@ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. DETAIL "N" DETAIL ��O'� o J J U w N`� FLJ TO DWELLING PORCH DETAIL PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. POST CONNECTION DETAIL NTS ° a " Q ~ CONNECTOR POST W/ CONC. CONNECTION DWG NO 0 DETAIL "M" PORCH CONNECTION DETAILS N.T.S. ® ) 6 12_ THE 2020 NEW YORKSTATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG / OF TINUO TS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH QUALVNDINGFOAMSEALANT. / MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE - CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION CONTINUOUS BEAD OF SEALANT SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS / ATTIC INSULATION CONTINUOUS MINIMAL C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSULATION VERTICALLY TO / �° - - -- CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECT INSULATING SHEATING / OF SEALANT TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. / CONTINUOUS BEAD SEC. R403.1: HVAC CONTROLS - COMPLIES TO RIGID INSULATION BAFFLE �I OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS / SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL SEC C502.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A / EXPANDING FOAM AT WINIDOW UNIT AS SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL EXPANDING FOAM AT 1 112"RIGID INSULATION WINDOW PERIMETER C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. SEC.C502.2.6.1: INTERIOR LIGHTING POWER- COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE SEALANT TEMPERATURE BEAD SEC.C502.2.6.2: EXTERIOR LIGHTING POWER- COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNIT AS OF SEA AIR BARRIER CONTINUOUS BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS OF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING E14VELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY DETAIL " A$) OF SEALANT BEAD SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. SEC.C503.3.3: SKY LIGHT- AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. C ADHESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT CONTINUOUS BEAD 1 EXT. INSULATION SHEATING AS N.T.S OF SEALANT CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEAL SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. //�///� -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION /%/i`� AR�'BARR�°R WALLAS / CONTINUOUS BEAD /�\//�\ a CONCRETE SLAB AS / /�/�° AIR BARRIER / OF SEALANT COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA / VENTED AIRSPACE ATTIC INSULATION ,� ,� ,� ,�%�%'//%\//%�i A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or / the building envelope. a sealing material. Narrow cavities narrow cavities shall be filled by insulation INSTALL 1"RIGID ROUGH CUT General requirements The exterior thermal envelope contains a that on installation readily conforms to the AROUND VENTILATION CHUTE / r continuous air barrier. available cavity space. -Al R SEAL PERIMETER WITH Breaks or joints in the air barrier shall be EXPANDING FOAM SEALANT sealed. Air sealing shall be provided between the / / A I R SEALING DETAIL "B" The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit Garage separation garage and conditioned spaces. / shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building N.T.S. Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC Access openings,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls, shall be sealed. walls shall be insulated by completely filling Plumbing and wiring or insulation that on installation readily EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs p I RIGID INSULATION SHEATHING walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL C "R-VALUEITHICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between window/doorjambsand The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER U) framing,and skylights and framing shall be Electrical/ Z Windows.skylights and doors phone box on exterior walls electrical or communication boxes or sealed. air-sealed boxes shall be installed. Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building Rim joists HVAC register boots thermal envelope shall be sealed to the W LEDGER ON TOP OF subfloor or drywall. 2X RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner F RE ARC framing cavity insulation shall be permitted ATTIC INSULATION �;� N.K. j y/ Floors(including above garage and 9 ry p that is recommended by the manufacturer. � �- Fy I' cantilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING 1, from the bottom to the top of all perimeter 9 1 floor framing members. SHEATH INTERIOR OF `- ATTIC ACCESS TO +1"OF INSULATION LEVEL .-N Q,_ Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue I r p 9yU Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION with overlapping joints taped. the crawlspace walls. space shall be sealed. F N E ACCESS PANEL W ACCESS PANEL TABLE R402.1.2 WITH PERIMETER SCR WSG INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT "-- .A. FINISHED CEILING TRIM ASREQUIRDED 00 00 �. e GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc ,. * CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL " ' '+ "�,,,' .•, .. `'^ * "° )) �f ff f) It 00 ZONE U FACTOR b U FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE � � �.�4". . ' . - w-"� f . ` DETAIL p DETAIL E N a 0.32 0.55 0.40 49 200R 13+5 8/13 19 10/13 10.2 FT 10/13 •..."'"' _* .. '�^ - ""' '` •� AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S CID (.0 RIGID INSULATION SHEATING In 9 5 0.30 0.55 NR 49 20 OR 13+5 13/17 30 15/19 10.2 FT 15/19 6 OPTION 1 0.30 0.55 NR 49 OR In 15/20 30 15/19 10.4 FT 15119 13+10 9 t' Z 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30 15/19 10.4 FT 15/19 ' y"" 9 �, W NR=Not Required. ! ! 7 ', f W i O For SI:1 foot=304.8 mm. I PREFAB -� ATTIC INSULATION p FIREPLACE UNIT Q W SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED O Z O Z A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. -� W :. RIGID INSULATION"R VALUE/DEPTH PER CLIMATE" Q B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. O Q O C. "10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT I ! u Z•;" ,Y, - Fig! # U) _ _ r7`, INSULATED EXTERIORWALL"15/19"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE a'i � ' u e STUD WALL Q >BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 p > CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. .,, ' o O N Q INSTALL INTERIOR LO U) m D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. !° ";°'t •". SHEATING PRIOR TO i....- ,mod. 1 ".'t: i' ?t Y r s AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATION I FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. _;: x '° ; INTALLATION OF PREFAB E. RESERVED. .", "b" "' z. .j " .:.� FIREPLACE UNIT MECHANICAL LATCH TO F. RESERVED. R ," ATTIC FLOOR FRAMING PRESSURE SEAL AT G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. "' R '"*` ti WEATHERSTRIPPING H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION PLUSR-5CONTIN000SINSU-ATION. AIR SEALED WALL oA 0 I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE 0 CoO O N INTERIOR F THE MASS WALL. N.T.S. COMPRESSIBLE WEATHERSTRIPPING C) MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE J TABLE R402.1.4 a ATTIC INSULATION 0 o MANUFACTURED PULL W Z 0' 0 DOWN STAIR � EQUIVALENT U-FACTORS ATTIC TRUSS o I__ 0 ` o �-WOOD FRAME FLOOR ASSEMBLY -_ CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE w H ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL LIJ C - b U-FACTOR U-FACTOR z U � _ a , z Ur C0 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 - a DETAIL "H " ° z 5 0.30 0.55 0 026 0.060 0.082 0.033 0.050 0.055 _ - v LU 0 U) _ _ W 6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S C) 0 A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROL1 MEASUREMENT,CALCULATION OR AN APPROVED SOURCE, EXPNADING SEALANT AT PEIMETER n. w Z N B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHERE MORE THAN HALF THE INSULATION IS ON THE DRYWALL CEILING 0 w J U INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065IN CLIMATE RECESSED LIGHTING FIXTURE Of ZONE 5 AND MARINE 4,AND 0,057 IN CLIMATE ZONE 6. U Q ~ ti C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT NOT EXCEED 0.360. DWG NO ! DETAIL " F" DETAIL " G" AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 12 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION ITEM BRACING REQUIREMENTS BASED ON WIND SPEED OF FASTENER a,b,c BUILDING ELEMENTS OF FASTENER a,b,c LOCATION EXPOSURE CATEGORY B FLOOR 30- FOOT MEAN ROOF HIEGHT MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS ROOF 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(21/2"x 0.113); or 2 BRACED WALL LINES 4-8d box(2 1/2"x 0.113")or 3-8d common(2 1/2"x 0.131") ;or 1 Blockingbetween ceiling joists or rafters to to Toe nail 21 Joist to sill,top plate or girder Toe nail METHODS 91 p 3-8d common(2112"x 0.131'):or plate 3-10d box(3"x 0.128"):or 3-10d box(3"x 0.128");or ULTIMATE DESIGN BRACED WALL LINE 3-3"x 0.131"nails WIND SPEED STORY LOCATION SPACING b DWB, WSP ,SFB, METHODS 3-3"x 0.131"nails (MPH) (FEET) METHOD LIB METHOD GB PBS, PCP, HPS, CS-WSP,CS-G, BV-WSP, ABW, PFH, CS-PF 2 Ceiling joists io top plate 3-8d common(2 1/2"x 0.131"):or 4-8d box(2112"x 0.113")or per oast,Toe nail 8d box(2 1/2"x 0.113") 4"o.c.toe nail PFG,CS-SFB c 3-10d box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 10 4.0 4.0 2.5 2.0 3-3"x 0.131"nails top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 20 7.0 7.0 4.0 3.5 3"x 0.131"nails Ceilingjoist not attached to parallel rafter,laps Face nail 3-8d box (2 1/2"x 0.113");or 3 ) P P 4-10d box(3"x 0.128");or � �;: 30 10.5 10.5 6.0 5.0 over partitions see Sections R802.3.1,R802.3.2 p [ 3-16d common(3 1/2"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2 112"x 0.131");or face nail 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)] 4-3"x 0.131"nails 3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.0 2 staples,1"crown,16 ga.,13/4"long 60 19.5 19.5 11.5 9.5 Ceiling joist not attached to parallel rafter 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail 10 7.5 7.5 4.5 3.5 2-16d common(3 1/2" and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(3112"x .162"));or Blind and face nail <120 20 14.0 14.0 8.0 7.0 x x 0 5 Collar tie to rafter,face nail or 1 1/4"x 20 a. 4-10d box(3"x 0.128");or 30 20.0 20.0 11.5 9.5 9 Face nail each rafter 3-10d common(3"x 0.148");or ridge strap to rafter 25 2" tanks lank&beam-floor&roof) 3-16d box 31/2"x 0.135" ;or 40 25.5 25.5 15.0 12.5 4-3"x 0.131"nails P (P fl ( ) At each bearing,face nail 2-16d common(3 112"x 0.162") 50 31.5 31.5 18.0 15.5 3-16d box nails (3 1/2"x 0.1135");or 60 37.5 37.5 21.5 18.5 6 Rafter or roof truss to late 2 toe nails on one side and 1 toe nail 3-16d common 31/2"x 0.162" P 3-10d common nails (3"x 0.148");or ( ) 10 N P 11.0 6.5 5.5 4-10tl box(3"x 0.128"); or on opposite side of each rafter or 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail 4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 20 NP 20.5 11.5 10.0 4-16d (3 1/2"x 0.135");or Toe nail 4-3"x 14 ga.staples,7116"crown 30 NP 29.0 17.0 14.5 3-10d common(3 1/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5 4-10d box(3"x 0.128"); or 20d common(4"x 0.192");or at top and bottom and staggered. 50 NP 47.0 27.0 23.0 7 Roof rafters to ridge,valley or hip rafters or 4 3"x 0.131"nails 10d box(3"x 0.128");or 24"o.c,face nail at top and bottom 60 NP 55.5 32.0 27.0 roof rafter to minimum 2"ridge beam 3-16d box(3 1/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 2-16d common(3 1/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3-10d box(3"x 0.128"); or 2-20d common(4"x 0.192");or Face nail at ends and at each ,', 20 8.5 8.5 5.0 4.0 3.3"x 0,131"nails 3-10d box(3"x 0.128");or splice WALL 3-3"x 0.131"nails 30 12.0 12.0 7.0 6.0 4-16d box (3 1/2"x 0.135");or 40 15.5 15.5 9.0 7.5 8 Stud to stud(not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or At each joist or rafter,face nail 50 19.5 19.5 11.0 9.5 2ND FL 10d box(3"x 0. 28");or " 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails 16 o.c.face nail 4-3"x 0.131"nails 16d box(3 1/2"x 0.135");or 12"o.c.face nail 10 8.5 8.5 5.0 4.5 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail wall corners tat braced wall panels) 16"o.c.face nail <130 20 16.0 16.0 9.5 8.0 16d common(3 1/2"x 0.162") NUMBER AND TYPE 30 23.0 23.0 13.5 11.5 "`' 10 Built-up header(2"to 2"header with 1/2"spacer) 16d common(3 1/2"x 0.162") 16"o.c.each edge face nail ITEM D OF FASTENER a,b,c DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 "" 16d box(3 1/2"x 0.135") 12"o.c.each edge face nail Intermed tee 50 37.0 37.0 21.5 18.0 1ST FL Edges su ports 60 44.0 44.0 25.0 21.5 5 8d box(2 1/2"x 0.113");or (inches) inches) 11 Continuous header to stud toe nail 10 NP 13.0 7.5 6.5 4-8d common(2 1/2"x 0.131"); or 4-10d box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing 20 NP 24.0 13.5 11.5 [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 12 Top plate to top plate 16d common(3 1/2"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0 10d box ""3 x 0.128 ( );or 12"o.c.face nail 2 common 6d "X 0.113" i � : 50 NP 55.0 31.5 26.5 3"x 0.131"nails ( )nail(subfloor,wall 60 NP 65.0 37.5 31.5 Double to Late splice for SDCs A-D2 with 8-16d common(3 1/2"x 0.162");or f p p p 8���� 8d common(2 1!2"X 0.131")nail(roof); 6 12 seismic braced wall line spacing<25' 12-16d box(3 1/2"x 0.135");or face nail on each side of end joint or RSRS-01;(2 e"x 0.1 3")nail(roof)I 12-10d box(3"x 0.128");or (minimum 24"lap splice length each 10 5.5 5.5 3.0 2.5 13 12-3"x 0.131"nails side of end joint) 00 8d common nail(2 1/2"X 0.113"); 20 10.0 10.0 5.5 5.0 Z Double top plate splice SDCs DO,D1,or D2; a O 12-16d(3/12 x 0135") 31 r9" 1„ or RSRS-01;(2 g'x 0.113")nail(roof)i f 30 14.0 14.0 8.0 7.0 0 and braced waft line spacing>25' 37 6 12 40 18.0 18.0 10.5 9.0 w 14 Blocking between ceiling joists or rafters 16d common (3 1/2"x 0.162") 16"o.c.face nail 50 22.5 22.5 13.0 11.0 Of to top plate 16d box(3 1/2"x 0.135");or 12"o.c.face nail 3"x 0.131"nails 32 1 g'-1 a' 10d common(3"X 0.148")nail 60 26.5 15.0 13.0 15 Bottom plate to joist,rim joist,band joist or 3-16d box(3112"x 0.135") ;or 3 each 16"o.c.face nail or 8tl(2 'x 0.131")deformed nail 6 12 10 10.0 10.0 6.0 9.0 SEAL �Cl'blockin ai bract wall anel ( 5140 20 18.5 18.5 11.0 9.0 ��cR 9( panel) 2-16d common 31/2"x 0.162");or 2 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 �� �.K. 4-3"x 0.131"nails 4 each 16"o.c,face nail 4-8d box(21/2"x 0.113");or Other wall sheathing 9 40 35.0 35.0 20.0 17.0 3-16d box(31/2"x 0.135");or oI 50 43.0 43.0 24.5 21.0 r 4-8d common(21/2"x 0.131");or Toe nail 60 51.0 51.0 29.0 25.0 - 4-10d box 3"x 0.128" ;or 33 'structural cellulosic 1: %r ( ) 1� galvanized roofing nail, 16 Top or bottom plate to scud 4-3"x 0.131"nails fiberboard sheathing 7 3 6 10 NP 15.0 8.5 7.5 ��y is head diameter,or 11 4 long 16ga.staple q r 3-16d box(31/2"x 0.135");or r 20 NP 27.5 16.0 13.5 2-16d common(31/2"x 0.162");or End nail with 7'or 1"crown F OF`N E_ 3-10d box(3"x 0.128");or 34 LG'structural cellulosic s 30 N P 39.5 23.0 19.5 3 3"x 0.131"nails fiberboard sheathing 1 a'galvanized roofing nail, 3 6 40 N P 51.5 29.5 25.0 �„ �„ 50 NP 63.5 36.5 31.0 To plates,laps corner s and 3-10d box(3"x 0.128");or � head diameter,or 1� long 16ga.staple 17 p P p 2-116d common(3 1/2"x 0.162");or Face nail with 'or 1"crown 60 NP 75.5 43.0 36.5 intersections 3-3"x 0.131"nails 1„ d 1 U galvanized roofing nail;staple galvanized, 3 8d box(2 1/2"x 0.113");or 35 7 gypsum sheathing IQ- 00 18 1"brace to each stud and plate 2-8d common(21/.1 x");0.or"); or Face nail 1 i'long,1 T"screws,Type W or S 7 7 TABLE R602.10.3(2) � 2-10d box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 11 .00 N 00 2 staples 13/4" N 00 5, d 1"galvanized roofing nail;staple galvanized, 36 g gypsum sheathing b 19 1"x 6"sheathing to each bearing 3-8d box(21/2"x 0.113");or a ADJUSTMENT FACTO' M 2-8tl common(21/2"x 0.131"); or Face nail 1�'long,1 g"screws,Type W or S 7 7 � � 2-10d box(n xo./2"x;or ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS 2 staples,l" x O.1own, 8"ga.r 3/4"long TABLE R602.10.3(1)BY THIS FACTOR] Wood structural panels,combination subfloor underlayment to framing 3-8d box(21/2"x 0.113");or B 1.00 3-8d common(21/2"x0.131"); or C 1.20 ONE-STORY 3-10d box(3"x 0.128");or STRUCTURE 3,� 6d deformed(2"X 0.120")nail; D 1.50 20 1'x 8'and wider sheathing to each bearing 3 staples,V crown,16 ga.,1 3/4"long Face nail 37 a and less or 8d common(2 17'x 0.131")nail 6 12 B Wider than 1"x 8" LLI 1.00 � 4-8d box(2 1/2"x 0.113); or 1 EXPOSURE CATEGORY TWO STORY C 1.30 w 3-8tl common(2 1/2"x 0.131") ;or 38 a_1 8d common(2 J'x 0.131")nail STRUCTURE D 1.60 Q Y 3-10d box(3"x 0.128");or or 8d common(2}'x 0.120")nail 6 12 B 1.00 w r- O 4 staples,1"crown,16 a.,1 3/4"long g THREE-STORY a - C 1.40 a � '_ 39 18„-1 10d common(21'X 0.148")nail; STRUCTURE D 1.70 < Q w or 8d deforomed(2 'x 0.120")nail 6 12 :-5 FEET 0.70 O Z i- Z J W ROOF ONLY 10 FEET 1.00 = o i X 15 FEET 1.30 Q � O � O 20 FEET 1.60 < � :-5 FEET ALL METHODS CD }. 0.85 o O 10 FEET 1.00 u-) cn N CO 2 ROOF EAVE-TO-RIDGE ROOF+ 1 FLOOR HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 2020 RESIDENTIAL CODE OF NEW YORK STATE <5 FEET 0.90 TABLE R602.3(3) TABLE R602.10.4 ROOF+2 FLOORS 10 FEET 1.00 BRACING METHODS 15 FEET ER Z 20 FEET NOT PERMITTED Z O REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method 8 FEET 0.90 co coMINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA 9 FEET 0.95 J NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANY STORY 10 FEET 1.00 -J STRUCTURAL MAXIMUM WALL METHOD MATERIAL MINIMUM THICKNESS FIGURE PANEL (mph) � ADJUSTMENT W SIZE PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category Fasteners Spacing 11 FEET 1.05 Z Q. (INCHES) RATING (INCHES) (INCHES) EDGES FIELD 12 FEET 1.10 (INCHES O.C.) (INCHES O.C.) B C D O O p 6d COMMON Exterior sheathing per 6"edges 12"field 2 = -' 1.5 24/0 1/2" 16 6 12 140 115 110 NUMBER OF BRACED 1.00 U (2.0"x 0.113") CS-WSP Table R602.3(3) 4 WALL LINES(PER PLAN ANY STORY 3 1.30 (Q w I I �� J Continuously sheathed 1�2 DIRECTIONf 1.45 W Z � d 16 6 12 170 140 135 5 1.60 Z 8d COMMON 1.75 24/16 7/16" ;F Interior sheathing per Varies by fastener CO 0 (2.5"x 0.131") WOod structural panel `' Table R602.3(1)or R602.3(2) FASTENED TO THE END 0 Z 24 6 12 140 115 110 +- - + - - STUDS OF EACH BRACED DWB,WSP,SFB W O W 5 ADDITIONAL 800-POUND TOP STORY ONLY WALL PANEL AND TO THE 0.80 PBS, PCP, HPS, U) U HOLD-DOWN DEVICE Q , C) FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. FOUNDATION OR FRAMING BELO v IZ w Z N A.Panel strength axis parallel or perpeidicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with L Z D _ = w C rU panel strength axis perpendicular to supports. OMITTED FROM INSIDE FACE DWB,WSP,SFB J J v (N B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOAR ANY STORY 1.40 PBS, PCP, HPS, CS- rl 11 C) CO Q f- p accordance with Section R602.10. FINISH(OR EQUIVALENT) OF BRACED WALL PANELS WSP, CS-G,CS-SFB C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. DWG NO or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c,shall be used with studs spaced not 4 INCHES O.C.AT PANEL EDGES, �� more than 16 inches on center. INCLUDING TOP AND BOTTOM 7 GYPSUM BOARD ANY STORY PLATES AND ALL HORIZONTAL 0.70 GB � i8 FASTENING JOINTS BLOCKED 12 8d@ 6"oc-oed in L afong braced wall I r Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- Q ND EXPOSURE B Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf Three TOP PLATE 6„ Seed Sen SPEED (mph) Second mph) wind 90 100 110 120 130 THREE SECOND GUST WIND 90 100 110 130 90 100 110 130 � STRUCTURAL SHEATHING 8d COMMON NAILS ROOF SPAN Number of 8d Common Nails or 10d Box Nails @ 6"O.C.ON EDGES E F E F E F E F E F ROOF PITCH 00 in each end of 1-Y• x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2,3,4 �I ONLY Sheathing Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 Location: 1/2" MIN. STRUCTURAL TOP PLATE (inches, o.c.) or 10d Box Nails (inches, o.c.) 16 2 2 2 4 126 178 235 298 WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 12 6 12 @ 12"O.C.ON 3:12 204 2 3 3 5 189 267 353 447 FIELD ONLY 6 AT STUD TO FLOOR ASSEMBLY TO SIL'_PLATE(S)CONNECTION o 16 6 12 6 12 6 12 6 12 6 12 28 2 3 4 6 2 311 4 5 Interior Zone 0 32 3 3 4 7 252 356 471 597 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN 19•2 6 12 6 12 6 12 6 6 6 12 36 3 12 1 1 2 2 4 5 7 79 1l 4 671 l 14545 183 FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 16 tl COMMON NAILS @ 16"O.C. 5 PLATES 8d COMMON 6"OC ALONG 24 6 12 6 12 s s 6 6 6 12 20 2 2 2 4 132 184 242 305 W/ / "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN LENGHT M BRA 6" WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR,EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 s 12 s 12 s 12' s 12' 6 12' 28 2 3 3 5 185 258 338 427 SILL PLATE • OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 MIN.. USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL Perimeter Edge 16 6 12 6 12' 6 12' 6 s s s 36 2 3 4 6 238 332 435 549 HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 62 87 114 ANCHOR BOLTS A � ! 1s.2 s 12' 6 t2' 6 6 6 6 s' s' 16 1 1 2 2 83 115 152 192 20 1 2 2 103 144 190 ' TO SECURE ANCHOR, DRILL 3/4" 512 24 2 2 2 3 124 173 228 287 3 16d@1 ..II DIAM. HOLE FOR EPDXY. FOLLOW 24 6 12' 6 6 6' 6' 6' 6' s' 6' along braced wall 28 2 2 3 4 144 202 265 335 MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 6' 6' 6' 6' 6' 4 4 4 4` 111� 32 2 2 3 4 165 231 303 383 36 2 3 3 5 186 260 341 431 TO PERPENDICULAR RAFTER. able Endwall Rake or Rake Truss w/o Rake Overhang s s s s s s s s s' s' 12 1 1 2 57 79 103 130 16 1 1 2 2 76 106 138 173 BOARD SHEATHING 20 1 2 2 3 95 132 172 216 END SHEARWALL SLAB ON GRADE 6:12 24 1 2 2 3 115 158 207 260 Rafter/Truss Spacing Minimum Number of 8d Common Nails Sheathing Size (inches, o.c.) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 1 2 3 4 172 237 310 389 L L 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 12216 1 1 2 2 75 100 130 162 20 1 2 2 3 94 125 162 203 7:12-12:12 24 1 2 2 3 113 150 194 243 E-NAIL SPACING AT PANEL EDGES(in.) 28 2 2 2 3 132 175 227 28432 2 2 3 4 151 200 259 324 8d W 6"oc toed in F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 151 200 259 324 along braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT located within 8 feet of building corners. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS REQUIREMENTS SHALL BE USED. 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. load (0.6x10psf). TOP PLATE 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge 6 3 TABULATED 6 INCH OC NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below. 1/2"MIN.STRUCTURAL CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP . O.C. Rid In 12 16 19.2 24 48 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection S Pacin g( ) WOOD PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 tl COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 @ 6"O.C.ON EDGES 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing ONLY 6 FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required. SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number of 12d box nails in each end of the collar tie need not exceed the toulated number of 10d box 3-16d@16"oc @ 12"O.C.ON 8d COMMON NAILS nails in a steel strap. along braced wall FIELD ONLY 7. '1k 20 gage ride strap shall be of ASTM A653 grade 33 steel or equivalent. @ 12"O.C.ON a 9 9 9 P 9 q AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5/ "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD ANCHOR, EMBEDMENT LENGTH UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B tl COMMON NAILS @ 16"O.C. ) @ 6"O.C. ON EDGES OF ANCHOR IN CONCRETE IS 10" ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION Z FLOOR JOIST 3-16d@16"oc ONLY Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf CORNER HOLD - DOWN DETAILS �_ MIN.. USE SIMPSON SET EPDXY-TIE along braced wall AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. > HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in THREE SECOND GUST WIND w SILL PLATE TO SECURE ANCHOR,DRILL 3/4„ along braced wall i (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS):1 L SPEED (mph) too 110 120 130 ANCHOR BOLTS DIAM. HOLE FOR EPDXY.FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP _ MANUFACTURER'S INSTRUCTIONS. 1 L L rnwiNcsP�ac RaoFSPui Number of 8d Common Nails or 10d Box Nails "SIMPSON"HDQ8 OR SEAL POURED CONCRETE/ NAIL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 00 00 in each end of 1-12 x 20 gage strap 1,2,3,4 "SIMPSON"PH NAIL COMMON S @ 6"O.C. �REO ARC MASONRY TOP PLATE 12 1 2 2 2 FOR FULL LENGTH FOUNDATION o 20 2 2 2 3 0 °° OF STUD 6" 16 1 2 2 3 8d COMMON NAILS 12 24 2 2 3 3 1, o @ 12"O.C.ON 28 2 2 3 4 END SH EARWALL ON FOUNDATION 1/2"MIN. STRUCTURAL FIELD ONLY 32 2 3 3 4 °° 36 2 3 3 ' = WOOD PANEL 12 2 2 2 3 �' V' `,--��I,'•� WALL [ON COMMON NAILS16 2 2 3 qT A 6"O.C. ON EDGES 20 2 2 3 4 I I O FLY 16 24 2 3 3 4 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 1 4 6 °° 12 2 2 3 3 °° • AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 j 20 2 3 4 4 BLOCKING @ °° � 00 - L FLOOR OIST (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): 19.2 24 2 3 4 5 � M ENDWALL •. ;• _ -FOR STRAP- 3 8 d COMM 1? rION NAILS @ EA.END OF STRAP 28 3 3 4 5 N 00 SILL PLATE 32 3 4 5 6 100 '. PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 1 5 7 "SIMPSON"HDQ8 OR ANCHOR BOLTS 12 2 3 3 4 "8d toed in 16 2 3 4 5 SIMPSON"PH CD CD alongg braced wall 20 3 3 4 5 CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 TOP PLATE 32 3 5 6 7 NOTE: 6, FOUNDATION 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD 2 STORY BRACED WALL PANEL DOWNS,&ADHESIVES TO BE LU 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER 2. Tabulated uplift connection requirements assume a building MANUFACTURER'S SPECIFICATIONS W located in Exposure B. Q Y 3. Tabulated uplift connection requirements assume a roof and DETAIL r' 0-1 = ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a D O ceiling assembly is not present or if the ceiling assembly is not O } Wail Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. Q r Q � AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. for Wind Loads - E x p o s u re B shall be increased by 1 nail at each end of the strap. z O Z (ONLY APPLICABLE FOR TWO STORY CONFIGURATIONS): 4. Minimum ASTM A653 Grade 33 steel strap. Q J W = J Q 0 FOR STRAP- 3 8 tl COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind 90 100 110 120 13 (n O 0 � 8d @ 6"oC toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLeTE TO Seed (mph) Cr _ _ along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. Q I- � � STRUCTURAL SHEATHING O 0 LO � O m FLOOR JOIST E F E F E F E F E F 2 16d COMMON SIMPSON HOLDDOWN W/ 5 8 "DIAM. Stud "SIMPSON"HDQ8 OR 6„ ATR(ALL THREADED ROD) Sheathing Location (inches, o.c.) Maximuom ad Spacing for (riches, o.c.)'0Nails "SIMPSON"PHD6 NAILS @ 6"O.C. Po SEE THIS SHEET FOR DETAIL o FOR FULL LENGTH 12 6 12 6 12 6 12 6 12 6 12 ° 8d COMMON NAILS OF STUD O 0') Interior Zone ° Z O @ 6"O.C.ON EDGES 16 6 12 6 12 6 12 6 12 6 12 co CY) 1/2"MIN. STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 12' °° U 0 N WOOD PANEL = 8d COMMON NAILS J @ 12"O.C. ON 12 6 12 6 12 6 12 6 12 6 12 a .__I FIELD ONLY 4" EDGE ZONE 16 6 12 6 12 6 12 6 12 6 12 II C 0 0- - 3-16d@16"oc 5 24 6 12 6 12 6 12 6 12' 6 12' I 0 ~ 0 O along braced wall SIMPSON HOLDDOWN W/ /8 "DIAM. a ,° ° = U -' ATR(ALL THREADED ROD) a ° 0 w II • ANCHOR, EMBEDMENT LENGTH OF ° W Z 1 ANCHOR IN CONCRETE IS 10"MIN.. BOARD SHEATHING or LAP SIDING a Z 0 Q � FLOOR JOIST Rafter/Truss Spacing C� (� CO USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size (inches,o.c.) Minimum Number of 8d Common Nails or 10d 0 Z (n • i STRENGTH EPDXY ADHESIVE TO Box Nails per Support NOTE: W 0 W SILL PLATE 3 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 7l8" OHREADED ROD EMBEDDED 12 1/2" U) 0 0 " SECURE ANCHOR, DRILL /4"DIAM. ALL STRAPPING, ANCHORS, INTO CONCRETE WI SIMPSON ET(HIGH O C) � ANCHOR BOLTS HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 0 HOEDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS W w Z CV MANUFACTURER'S INSTRUCTIONS. TO BE INSTALLED AS PER 0°F-40OF USE"SIMPSON"AT. HIGH STRENGTH ') 0 Z 1E 2 E-Nail spacing at panel edges(in.) ( w = g CO F-Nails acin at intermediatesu ortsinthe anelfield in MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) � J _I v W NPOURED CONCRETE/ P 9 pp P ( •) o- v Q MASONRY 1. For wall sheathing within 4 ft.of the corners,the 4-t.permeter edge zone attachment requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL to 6 inches o.c. /%i 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. CORNER CONNECTION FLOOR TO FOUNDATION 2 STORY END WALL S H EA RWA L L 4. Tabulated nail spacing assumes a building located in Exposure B N.T.S. 1 � TABLE R507.5 TABLE R507.4 DECK BEAM SPAN LENGTHS (FT. - IN.) DECK POST HEIGHT DECK JOIST SPAN LESS THAN OR EQUAL TO DECK POST SIZE MAXIMUM HEIGHT SPECIES SIZE (FEET) 4 X 4 8 FEET 6 8 10 12 14 16 18 2 -2 X 6 6 - 11 5- 11 5-4 4- 10 4 -6 4 -3 4 -0 4X6 8FEET 2 -2 X 8 8 -9 7-7 6 -9 6-2 5-9 5 -4 5 -0 2 -2X10 10 -4 9-0 8 - 0 7-4 6 - 9 6 -4 6 -0 6 X 6 14 FEET 2 -2X12 12 -2 10 -7 9- 5 8- 7 8 -0 7 -6 7 -0 3-2 X 6 8-2 7 - 5 6 - 8 6- 1 5 -8 5 - 3 5 -0 SOUTHERN PINE 3-2 X 8 10 - 10 9-6 8 -6 7- 9 7 -2 6 -8 6 -4 TABLE R507.9.3 (2) 3 -2 X 10 13 -0 11 -3 10 -0 9-2 8 -6 7- 11 7 -6 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 3 -2X12 15 -3 13 -3 11 - 10 10 - 9 10-0 9 -4 8 - 10 3X6 OR 2-2X6 5-5 4 -8 4-2 3- 10 3 -6 3 - 1 2 -9 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 3X8OR2-2X8 6 - 10 5 - 11 5 -4 4- 10 4 -6 4 - 1 3 -8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 3X10OR2-2X10 8-4 7-3 6 -6 5 - 11 5 -6 5 - 1 4-8 3X12 OR 2-2X12 9 - 8 8 -5 7 - 6 6- 10 6 -4 5 - 11 5 - 7 LEDGER 2 INCHES 3/4 INCH 2 INCHES 1 518 INCHES DOUGLAS FIR-LARCH, 4 X 6 6 - 5 5 -6 4 - 11 4 -6 4 -2 3 - 11 3 -8 BAND JOIST 3/4 INCH 2 INCHES 2 INCHES 1 5/8 INCHES HEM-FIR, 4X8 8 -5 7 -3 6 -6 5- 11 5 -6 5 -2 4 - 10 SPRUCE-PINE-FIR, REDWOOD, 4X10 9- 11 8-7 7 -8 7-0 6 -'6 6 - 1 5 -8 WESTERN CEDARS, 4X12 11 -5 9 - 11 8 - 10 8- 1 7 -6 7 - 0 6 -7 PONDEROSA PINE, TABLE R301.2.1.2 RED PINE 3 -2 X 6 7 -4 6 -8 6 -0 5-6 5 - 1 4 -9 4-6 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 3-2X8 9 -8 8 -6 7 - 7 6- 11 6 - 5 6-0 5 -8 FOR WOOD STRUCTURALPANELSO,c,d 3 -2X10 12 -0 10 -5 9 -4 8-6 7- 10 7-4 6 - 11 3 -2X12 13 - 11 12 - 1 10 -9 9- 10 9 - 1 8 -6 8 - 1 FASTENER SPACING (INCHES)a,, FASTENER 4 FEET < 6 FEET < TABLE R507.9.1.3 (1) TYPE PANEL SPAN PANEL SPAN PANEL SPAN DECK LEDGER CONNECTION TO BAND JOIST < 4 FEET < 6 FEET < 8 FEET (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD IS LESS THAN OR EQUAL TO 40 PSF) No. 8 WOOD SCREW BASED ANCHOR WITH 2—INCH 16 10 8 JOIST SPAN EMBEDMENT LENGTH No. 10 WOOD SCREW BASED CONNECTION DETAILS 6'AND LESS 6'-l" TO 8' 8'-1" TO 10' 10'4"T012' 12'-1"TO 14' 14'-1" TO 16' 16-1"TO 18' ANCHOR WITH 2—INCH 16 12 9 ON-CENTER SPACING OF FASTENERS EMBEDMENT LENGTH z Y4 —INCH LAG SCEW BASED 0 112 INCH DIAMETER LAG SCREUJ WI 112 INCH ANCHOR WITH 2—INCH 16 16 16Lli MAXIMUM SHEATING 30 23 18 15 13 11 10 EMBEDMENT LENGTH SEAL a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. E D A b.Fasteners shall be installed at opposite ends of tiie wood structural panel. `�FZ RCh 1/2 INCH DIAMETER BOLT W/ 1/2 INCH c.Nailsshallbe10dcommonor12dboxnails. mac' �� N K 36 36 34 29 24 21 19 MAXIMUM SHEATING d.Where screws are attached to masonry ormasonry/stucco,they shall be 4, � r�j'�, • � attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. CHAPTER 3 BUILDING PLANNING P 1/2 INCH DIAMETER BOLT W/ 1 INCH SECTION R301 DESIGN CRITERIA MAXIMUM SHEATING 36 36 29 24 21 18 16 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%fi'AND A MAXIMUM SPAN F 0 F N Eve OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 20151.R.C,. 't co 00 TABLE R507.6 � M N co DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTION N C? co M M SPACING OF DECK JOISTS WITH NO CANTILEVER SPACING OF DECK JOISTS WITH CANTILEVER LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A STRUCTURE CAPABLE OF SPECIES SIZE (INCHES) (INCHES) TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS PROVIDED IN 12 16 24 12 16 24 ACCORDANCE WITH FIGURE R507.9.2(1), HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES (610 MM) OF EACH END OF THE DECK. 2 X 6 9- 11 9-0 7 -7 6-8 6 -8 6- 8 EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 D 2 X 8 13- 1 11 - 10 9 -8 10 - 1 10 - 1 9-8 POUNDS (6672 N). WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH w SOUTHERN PINE FIGURE R507.9.2(2) THE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN a Y 2X 10 16-2 14 - 0 11 - 5 14 -6 14-0 11 -5 w FOUR LOCATIONS PER DECK,AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN D 0) o 2 X 12 18 -0 16-6 13-6 18 -0 16 -6 13-6 CAPACITY OF NOT LESSTHAN 750 POUNDS (3336 N). Q o 2 X 6 9-6 8- 8 7-2 6-3 6 -3 6- 3 o Z' ° z DOUGLAS FIR-LARCH Q �Q � HEM-FIR 2 X 8 12 -6 11 - 1 9 - 1 9 -5 9-5 9- 1 = �, o 00 SPRUCE-PINE-FIR, 2 X 10 15 -8 13-7 11 - 1 13-7 13 -7 11 - 1 SIi INGNG o j } o O N Q 2X12 18 -0 15-9 12- 10 18-0 15 -9 12- 10 � � m FLOOR SHEATING NAILING AT FLASING FOR WATER TIGHTNESS 2 X 6 8- 10 8-0 7 -0 5 -7 5- 7 5-7 JO STXWITH HOIMUM rLD DOWN CENTER TO DECKING HOLD DOWN OR REDWOOD, OR SIMILAR DEVICE 2X LEDGER WITH FASTENERS 2 X 8 11 - 8 10-7 8-8 8-6 8-6 8-6 STAGGER FASTENERS IN 2 ROWS IN ACCORDANCE WITH TABLE R507.2 WESTERN CEDARS, FLOOR JOIST APPROVED JOIST HANGERS PONDEROSA PINE, 2 X 10 14 - 11 13-0 10- 7 12 -3 12 - 3 10 -7 LAG SCREW OR BOLT HOLD-DOWN DEVICE MIN,750 LB.CAPACITY m CO AT 4 NS,EVENLY DISTRIBUTED 0 RED PINE FLOOR JOIST DECK JOIST ALONG DECKOAND ONE WITHIN 24"OF EACH N 2 X 12 17 - 5 15- 1 12 -4 16-5 15 - 1 12 -4 Z END OF THE LEDGER.HOLD-DOWN DEVICES U fi "M1 N SHALL FULLY ENGAGE DECK JOIST PER J HOLD-DOWN MANUFACTURER. W Z LEDGER 5.5"MIN FOR 2X8 0 6.5"MIN FOR 2X10 A FULLY THREADED 318"DIAMETER LAG F— 0 O TABLE R507.7 7.5"MIN FOR 2X12 SCREW PREDRILLED WITH MIN.3"PENETRATION = (� TO CENTER OF TOP PLATE,STUDS,OR HEADER. Ur w I I MAXIMUM JOIST SPACING FOR DECKING W Z Q MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING `' DETAI L D"A 11 !{ ::,: DETAIL 11 110 DETAIL "C �� o Z `� // — NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURER507.2.3(1) NTS FIGURER507.2.3(1) NTS FIGURER507.2.3(2) NTS W 0 W DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS C) O 1 1/4-INCH-THICK WOOD 16 INCHES 12 INCHES *DISTANCE SHALL BE PERMITTED TO *NOTE:THIISDETAILISAPPLICAPABLE U W 0 w co BE REDUCED TO 4.5"IF LAG SCREWS WHERE FLOOR JOISTS ARE Z N w ~ _ F- ' ARE USED OR BOLT SPACING IS 0 � z __J U W N PARALLEL TO DECK JOISTS. O w 2-INCH-THINCKWOOD 24 INCHES 16 INCHES TTOATTACH2X8HLEDGERS TO2X8REDUCED TO TAT OF LAG SCREWS a W " ¢ ~ BAND JOISTS. DwG NOIN ACCORDANCE W/ IN ACCORDANCE W/ PLASTIC COMPOSITE SECTION R507.3 SECTION R507.3 ( 10 � e 12 BLOCKING ® ENDWALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,bx,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 4L FASTENER SPACING (INCHES) FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC < 4 FEET < 6 FEET < 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0"O.C. 8d @ F O.C.ALONG i No. 10 WOOD SCREW BASED BRACE[)WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER Q 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT _j ANCHOR WITH 2-INCH 16 12 9 3: EMBEDMENT LENGTH BRACE[)WALL PANEL BRACED WALL PANEL BRACED WALL PANEL o 9 SECOND FLOOR Y4 -INCH LAG SCEW BASED w ANCHOR WITH 2-INCH 16 16 16 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACHa8.. BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS 2-16d NAILS EACH SIDE INTERIOR ZONE BACK @ 4'-0"O.C. CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. OR END JOIST MEMBER DIRECTLY ABOVE ® PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL @ 16"O.C.ALONG PP BRACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10'TO 45'PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. FOR SI:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @4'-0',o.C. a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. Sec. P3103.1 - Roof Extensions VENTED ATTICS WITH AIR PERMEABLE INSULATION Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. VENTS THAT EXTENDS OVER INSULATION (TYP. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. L PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS L/3 L/3 Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- I I ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR NO NOTCHES p traps, with or without WALL LINE. D/6MAX. PERMITTED dishwasher and food waste 1 1/2 disposer) I (7MAX SHEATHING Laundry tub 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTE el LIQUID FLASHING 6nower (based on the total DAMAX. z flow rate through 0 V/ showerheads and bodysprays) Flow rate: T p w 5.7gpm and less 1 1/2 T more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 AIR SHIELD more than 25. 8gpm up to 55. 6gpm 4 D13MAX. SEAL D qRCy K. I NOTE: �\\V �5 N. TF i� FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND NOTE: MAX.D FROM OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SUPPORT FLOOR JOIST-END CUTS �' o ti SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND J f TERMINATED IN ACCORDANCE WITH THE 0/ MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 pF NEB D/3 MAX. RAFTER CEILING JOISTS -r co CO REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N co 14- co PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. Cl) Cl) THE CONSTRUCTION TYPE 2 IN.MIN.FROM TOP DESIGNATION SHALL BE AND BOTTOM OF JOIST I , 11 , III , IV OR V PIPE OR CONDUIT TO INDICATE THE CONSTRUCTION D(ACTUAL DEPTH) Uj CLASSIFICATION OF THE STRUCTURE z Uj UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL > SECTION 1265.4 SIGN OR SYMBOL 6" DIAME ER I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS � 0') O 41 STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST O } CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND Q Q LU (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED p z 0 z EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. Lli (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, _ o J Q "IF ( OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER O o O REFLECTIVE RED I I TOP PLATES � _ _ SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. Q H- cn PANTONE#187 - :. THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE o 0 L i REFLECTIVE WHITE o O N Q (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: U') U) m AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE;RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V'AND BORED HOLE MAX. EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE DIOF STUD DEPTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"1","II","III","W',OR'V'TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE _ LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) o O (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE m . I OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: o CV OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; o U HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND 5/8"MIN.TO EDGE J (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT LLJ Z J AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN EXCEED OF a- ( CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUDD D DEPTH 0 O 0 _ SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGNOR SYMBOL. _ BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% U 6 r WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE ('J w I I OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO _ - STROKE ROOF FLOOR SECCESSIVE STUDS ARE DOUBLED LU Q OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD AND SO BORED Z U DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V Z Cn COMPONENTS THAT ARE OF LL1 O W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. U) U H 0 OWZ co FLCOR FRAMING , INCLUDING DRILLING AND NOTCHING DETAIL o O W O = = W GIRDERS AND BEAMS f J U) W < (V R ROOF FRAMING V OF STUDS � a. � � Q F- o r. F DWG NO F R FLOOR AND ROOF FRAMING ROOF AND FLOOR 11 � e BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN/SYMBOL DURING FINAL INSPECTION. 12� <� 1 „ Load bearing or braced/shear wall JOIST D ETA I L,� Platen ail-16d(0.135"x 3/z) above(must stack over wall below) Load bearing or braced/shear wall above 1 Plate nail, l6d(0.135x3Y2") at 12" t " ® (must stack over wall below when present) ALLOWABLE HOLES - TJI JOIStS Plate nail, 16d(0.135"x 3/z") 7 �� Blocking panel: 1/8 TJ Rim Board, R at 16"on-center When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- at 16"on-center Blocking panel: trim sheathing tongue at rim board - 1 1y"or%"TimberStrand®LSL or No load bearing p 9 9 16"on 8d(0.131"x 2/z")at 6"on-center ®. 1 z"hole may 1Y8'TJ®Rim Board, 1%4"or Web stiffener t TJI oist. wall above Blocking panel: Min.distance from Table A Min.distance from Table B Y be cut Plate nail-16d(0.135"x 3/z") p anywhere in web out- %"TimberStrand®LSL or required on both Web stiffeners required on 2x4 minimum Web stiffenersim Board, DO NOT side of hatched zone ® sides at A2W ONLY at 16"o Floor paer* both sides at A3.4W ONLY squash blocks required each side TimberStrand®LSL cut or notch flange. TV)joist Sheathing q q Floor panel nail- at B3W ONLYst 8d(0.131"x 2Yz")at 6"on-center* boundary nails, 1 1 8d(0.131"x 2/2") 1/a or 1/2 iq� Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® %s" Web stiffeners 6° O t i Q•�� O 6" nail ;j� each side at A3_W LSL rim board. required on both11 Toe nail, Toe nail, 1 ® Toe nail-10d (0.131 ; sides of both joist 6 cut L1 2 x D1 D1 Closely grouped round A V LZ 2 x L2 D2 s" 6" 1/ TJ Rim Board, When sheathing ends at 134W ONLY No field c minimum holes are permitted if minimum No field cut Do not cut 10d 0.131 x 3" 10d 0.131 x 3" ; x 3")at 6"on-center holes in the rou eri( ) ( ) (A3.1/A3.1 W only) thickness exceeds/8, Web stiffeners re uired DO NOT (applies to all holes 9 p P meter holes in holes lar er at 6"on-center at 6"on-center 1 4"or 1 Y2'TimberStrand®LSL. trim sheathing tongue min. on both sides at 61 W p )fjoists at cut holes in cantilever hatched exce t knockouts meets requirements for hatched Than 1%9in rline zones round or square holes. zones cantilever TJI®rim joist at rim board reinforcement. q j and B2W ONLY Table A - End Support Web stiffener Toe nail-10d(0.131"x 3") of support required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to Blocking panels may be required pp * sides at A'W ONLY joist bearing at ends.Attach * support all panel edges B2 g2W 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 Al A1W A2 A2�11 rim joist perA3 detail. 819919 walls above or below-see detail 131 B3 B3W below-see detail B1 B4 B4W JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 A3.3 For additional installation specifications see Rim Board . A3.4�c DEPTH O 2�• 3., 4„ 5„ 6y., 7�� 8 e,� 11„ 13„ 2„ 3., 4,� 5,� 6y., 7„ 8%„ 11„ 13„O O O Nail through bwithtil row wood backer and W W Details and Installation in Weyerhaeuser Installation Guide uo r-o° r-s° 2'-0" 3'-0" s'-o" r-o" r-s" z6" 3'-6" a'6" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1Ya"TJ®Rim Board or 1Ya"or 1 2"TimberStrand® Blocking TJI®joist web with 2 rows 10d(0.148"x 3") zto r-o" r-s" 2'-6" 3'-0" 5'-s° r-o" z'-o" z'-s" a'-a' S'-o" for Floor and Roof Framing,TJ 9001. LSL. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. sY 230 V6" r-0" 2'-6" 3'6" 6-s" p t ® 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3/2')nails with 3Y"TJI 360 1'-6" 2'-0" 3'-0" 4'-0" 6-0" 1'6" 2'-6" 3'-6" 5'-0" 5'-6" connections equivalent to floor panel schedule. joist flange widths. 560 1'-6" 2'6" 3'6" 6-0" T-0" 2'-0" 3'-0" 4'-0" 66" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11%"- IV'TJ®Rim Board 1Ya"or 1%"TimberStrand® 110 r-0" r'-0" r6" 2'-0" z'6" 3'-0" 66" •r-0^ t'6" 7-0" 2'6" 4'6" 6-0" 6_0" reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0^ r-6" 2'-0" 2'-0" 3'-0" 3'-6" 6-0" 1'-0" 1'-6" 2'6" 3'-0" 5'-0" s-6" 6'6" 9 8"diameter maximum hole for 11/ g g P 1 LSL. Nail with 10d(0.131"x 3")nails, 111/" 230 r-o" r-s" 2'-a' z'6" 3'-0" 3'6" s'-s" r'-o" r-o" z'6" 3'-s" 5'-s° s6" T-a'4'-0"length of "- block. Use 4'-0"len th maximum for blocking panels 9/z° Attach reinforcement to joist 36o r6" 2'-0" 3'-0" 3'6" a'6" s'-6" T-o" r-s" 2'-6" 2-63'-6 4'-6" 6'-6" 5-66'-6 T6" 3 1 ® one each at top and bottom flange. with one 8d(0.131"x 2%") 360 r-6^ 2'-0" T-0" 4'-6" 5'-6" 6-0" T-0" V6" 3'6" 4'6" 5'-6" T-o" 7'-6" a'-o" /a reinforcement 16"deep blocking panels; p diameter with 9/z"and 11/e"TJI deep or shorter than flanges. long. F1 applies to 560 r-o" r-o" r-0" r-o" r-6" L 3'-o" s-s" r-o" 1'-6" r6" 2'-0" T-0" T-6" s'-0" a'o" 8"diameter maximum hole for on one side at E2, maximum for blocking panels 9%z" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner Web stiffeners 11/8'-16"deep blocking panels; with one 8d 0.131"x 2/2') Y 210 r-0" r'-0" 1'-0" 16" 2'-0" r-6" 3'6" 6'-0" r-0" r-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'6" 8'-6" both sides at E3 deep or shorter than 12"long. ( Horizontal blocking uniform! Load from above required on both 6"diameter maximum for Do not cut flanges. 1%"TJ®Rim Board 1Ya"or%" nail at each corner panels between each loaded joists 14" 230 V-D" r-0" 1-0" r6" 2'-6" 2'-6" 4'-0" T-0" r-0" r-0^ z'-0" sides at E1 W ONLY blocking panels 9/2'deep or TimberStrand®LSL. Nail with joist. Nail to top plate with only. 360 r-0" r'-o" r6" 2'6" 3'6" 4'-0" 6-6^ F-a' r-o° r6" 2'-6" 4'-0" 6-0" 6'-6" a'-0" 9'-6" shorter than 12"long. 10d 0.131"x 3" nails,one 3 t0 56o r-0" r-0" 2'-0" T-0" 4'6" 6-0" 6'-6" 9'-0.. r-6" 3'-0" 4'-0" 6-0" T-0" T6" 9'-o" 10'-o"- � t t ® ( ) 12"length of/a" connections equivalent to Wood •��� � � 110 r-o" r-o" r-o" r-o" r-o" r-o" 2'-0° 3'-0" /i6 -, Do not cut flanges. IV'TJ Rim Board or IX"or 1y" each at top and bottom flange. reinforcement on floor panel schedule. backer mad •�e4 ISM ((( TimberStrand LSL. Nail with 10d one side at E5, 12"length of Y/" �\�`e et c �oaas 16" 230 1'-0" 1=0" 1'-0" 1'-0" 1'-6" 1 6" 3=0" 4=0" T 0" 1'-0" 1'-0" 1=0" 2=0" 3'-6" 4'0" T-0" s=o" 1t=a' (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 g top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side oan�� Stir lJ�go 360 1'-0" r-o" r-o" r0" r-s" 2'6" 4'-6" s'-s" 9'o" r-0" r-0" r-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 1 r-6" blocking between at ET both sides at E8 F1 �e� 560 r-0" r-o" r-o° r0" z-s" 3'-0" s-0" T-6" 10'-0" r-0" 2'-0" 3'-0" 4'6" 6'-6" T-o" 10.-0'. 11-0" 12'-0" ' 10d(0.148"x 3")nails at 6" 9 • each joist 4" 6- 7" 8" 10•' 12" 14%a' 1s'/a" 4" 6" 7" 8" 10" 12" 14%" 16/•'Attach reinforcement on-center,clinched.Use 2 2x4 minimum 0 Less than 5" to joist flange with 2' C<` rows with 9y2'and 11%8' Less than 5° E7 E8 18" 360 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'6" 9'-6" 1'-0" 3'-0. 4'-6" 6'-0" 10--0" 11'-0" 13'-6" squash blocks p" 8d(0.131"x 2Yz")nails at 6" a�`� TJI®joists. 56o 1 1 r o° 2'0" a'-s" T-o" 1a6" -o" 1Y8"TJ®Rim Board or 2'\�vd` on-center.When reinforcing E5 E6 Ga112 WEB STIFFENER ATTACHMENT 20„ 360 r-0" r-0" r-0" r-0" 2'-0" 4'-0" 7'-0" 1a-o" r-o^ r6" 3'-0" ® Face rain 1 " CS Use 2x4 minimum squash blocks to 1Ya"or 1Y2 TimberStrand LSL. g t(`a both sides,stagger nails. /a minimum 560 r-o" r-o" transfer load arounof TJID joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 31/2"TJI®joist flange widths 1. 2Y/4'maximum E1 E1 nails,one each at top and E2 E3 (1Y"for TJI® Nailing: Minimum B distancee or of hole to illever ns de face Support intermediate or cantilever Su o bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. g pp adhesive to all TJI® stag blocking Y3 j with pan See table below. *With point load from above,and no support JOIST TJI® ROUND HOLE SIZE SQUARE 4" RECTANGULAR HOLE SIZE g Apply subfloor blocks installed at goist-s an Web stiffener both sides. z" 3'• a" s' s/" r' s/, 11' 13" z" 3" a" 51' sY" r' s/'• 1v" 13" Hanger height must ® g t 9 P Flashing Structural exterior sheathing contact surfaces two 8d(0 113'x 2/z) Tight fit* below,install web stiffener tight to to flange DEPTH 210 2'-0" 2'-6 3'6" 5'-0" 8'0" 2'0" 3'-0" 4'0" s=s" 6 , Flush bearing late required. (gap atbottom flange) PP 9y, g g Double TJIO Joist Filler Block: Hanger Backer Block:Install tight Maximum/a overhang1 " g g p g be a minimum of so/ Attach per the table.Clinch to top flange(tight to bottom permitted at beam. of'oistde depth Treated 2x nails or 230 z'6° 3'-0" a'-o° 5'6" a'6" 2'-0" 3'6" a'-s" s'-s" 7'6" C P nails when possible. flange with face mount hangers). - a� 1 Nailing Requirements 360 3'-0" 4'-0" 5'-6" 6'6" 9'-0" 3'-0" 4'6" 5'6" T-6" 8'-0" P 9ledger tisp 2/z screws, ® Depth Minimum Web Clinch nails when possible. o`y + typical TJI Joist Series in. Stiffener Size Type Number Nails 560 3'6" • See fastener ® YP ( ) yp 110 .' 1'-0" 1'-6" 2'6" 4'-0" 4'6" 8'-6" V-0" 1'-6" 2'6" 4'-0" T-0" table below.Maintain 1Ya"TJ Rim Board or 1Ya" 4, p�c End Intermediate or%"TimberStrand® LSL. l� 110 All 5/"x 2%e'(1) 210 r-0" r-o" 2'-0" T-0" a'-6" 5'-0" 9'-0" 1'-0^ 2'-0" 3'-0" 4'-6" e'-0" a'-o" 10'-0" 2"distance(minimum)from 3/4"210 All x 5 m 8d 111/" 230 1'-0" 2'-0" 2'-6" 3'6" 5'-0" 5'6" 10'-0" 1'-0" 2'6" 3'6" 5'-0" 8'6" 9'-0" 10'6" Top mount u edge of ledger to fastener. 230&360 All e"x 2%s"0) (0.113"x 2 2") 3 3 560 r6" 3-0" a-6" 5'6" 6-0" 8'6" 12'0" 3'0" 4'-6" 6 0" F-o^ 10'6" 11'0" 12'-0" hanger V n Option#2: Fastener Allowable Load(2)(lbslbolt) 2x_strapping installed atY3 16d 110 r-0" r-o" r-0" r-0" 2'-0" 2'-6" 4'-6" 8'6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4''' t „ 210 r-0" r-0" r'-o" r-o" 2'-6" 3'-0" 6-6" 9'-6" r-0" r-0" 2'-0" T-6" 6'-0" T-0" 10'-0" 13'-0" both sides of web Rim Board Material Y2"lag bolt Y2'Through bolt with Air Space t (0.135"x V2) 14" z3o r-0" r-0" 1'-0" 2'-0" 3'-6" 4'-0" 6'-0" 10'-6" 1.4. r'-0" 2'-6" 4'-0" 6'-6" T-6" 1 r-0" 13'-6" hanger 2/z screws per joist,typical with single TJI®joist 1y"Us Rim Board(3) 480 695 18" 4 4 360 1'-0" r-0" 2'-0" 3'6" 66" 6'-0" 8'6" 12'6" r-0" 2'-0" 4'-0" 5'6" 9'-0" 10'-0" 12'-0" 14'-0" 1/4'TimberStrand LSL 610 725 615i4i Option#3: 20" (2) 16d 5 5 560 1'-0" V-0" V-6" 3'6" 6-6" 6'-s" 9'-6" 13'6" 1'-0" 3'-0" 6-0" T-0" 10'-0" IV-0" 13'6" 15'-0" Web stiffeners required if sides of o 560D 22„(3) 2x4 (0.135"x 3Yz") 6 11 110 1.-0.. r-a' r-o" r-a' r-o° r-a' 2'-s" s-o" e'6" r-a' r-o" r-o" r-o" 3'-s" a-6" 8'-6" 11'-s" 15'-0" han stiffeners not lateral! support at With top mount hangers, backer block required only 1 Y,"TimberStrand LSL 675 725 Directly applied ceiling H1 9 Y PP H2 H3 24"(3) 6 13 210 r0" V0" V-0" 1'0" 1'-0" 1'-0" 3'6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'6" 4'6" 6_6" 10'-0" 17-6" 16'o" O least Y/8'of TJI®joist top flange O for downward loads exceeding 250 Ibs or for uplift O (1)corrosion-resistant fasteners required for wet-service applications. PB1 When s ecified on the la out one of �N 1s' 230 r-o° 1'-0" r-0" r'-o" r-s° 1 11, a'-o° s'-s" „'-o" ,'-o" ,'-o° r-o" r-s" 5'-0" s'-o° 10'6" 13'-6" 15'-6" conditions.For nailingrequirements see page 5,TJ- LA (2)Allowable load determined in accordance with ASTM D7672. O p Y O (1)PSI or PS2 sheathing,face grain vertical q p g O the bracin o fions above is required 3so ,'-o" r-a' r-o° r-o° 3'-0° a'-o" s'-s" to'-o" t3'-s" ,'-o" ,'-o" z'-o" a'-o" T6" a'-s" 13'-0" ta'-s° 17'-0" 9001, Weyerhaeuser installation Guide for Floor and (3)IN'TJ®Rim Board is allowed with joist depths<_16"only. g p 4 (2)Construction grade or better 560 1'-0" 1'0" 1'-0" r-0" 2'6° 3'-6" T-0" 1 V-0" 16-0" 1'-0" 1'-0" 3'-6" 56" 9'-0" 10'-0" 14'6" 16'-0" 1a'-o" Roof Framing, TJ-9001. (4)Maximum Y"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists , •, , „ 3 " 3 " 4" 6" 7" 8" 10' 12" 14/ 16/a 4" 6" 7" 8" 10" 12" 14/ 16/ FASTENING of FLOOR PANELS 3so r o" r-o° 1'-6" 3'-0" 6'-0" 9'-0" 14'6" 1'-0" 4'-0" 6'-6" 9'-0" 14'-6" 16'6" 19'-0" BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18 5so r o" r-o° r-o" z'-o" s'o" 10'-0" 1s6" r-o° s'-o" e' 1r-s" 1s'6" 1a'-o° 1s' Cl) TJI®(1)(2) Rim Board 1�4" TJI°Joists 110 210 230 or 360 360 560 560D 20„ 360 1'-0" 1'-0" 1'-0" 1'-0.. T-O" 6'-0" 11--0" 15'-0" 1'-0" V6" 4'-0" T-0" 12'6" 16'6" 19'-0" 20'6" Q BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1'/s"TJ® TimberStrand®LSL TimberStrand°LSL Microllam® Parallam® > > 1 7 560 1'-0., r-o" t'-o" r-o" 1'6" 5'6" 1r6" 15'-s" r-o" 3'-0" s'-o" 6'-s" 1a'-o" tT-s' 1s'-o" 20'6" U) BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board 1Y4" 1Yz" or wider LVL PSL Depth 9Y"-11/a 14"46" 9Yi•_11/a 14"A6" 9/z 11/s•' 14"-16" 18"-20" 11/ 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. j CONNECTION CONCRETE WALL a a • Leave Ye"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. ® 8d(0.113"x 2Yz'"),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 4' 4" Filler Block(1) 2x6+/a 2x8+%" 2x6+y" 2x8+YZ 2x12+/z' Two Two Two Four/4'x 15" 1A"TJ Rim Board or Strap per code if top plate 2x6 2x8 Tables are based on uniform load tables in current design literature. 10d(0.148"x 3"),12d(0.148"x 3Ya") 4"131 4"(1) 6" 4" 3" 3" 5" 4 (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1Ya"or 1 Yz"TiiTlberStrand® IS not Continuous over For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL or blocking for lateral header 16d(0.162"x 3Y2") 6" 6" 16"(4) 6"(5) 6"(5) 6"I6) 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+$" 2x10+%" 2x6+Yz' 2x10+Y2' Not at the center o'the joist span provided that no other holes occur in the joist. support 3 (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable SEAL Pp (1)Stagger nails when using 4"on-center spacing and maintain/ joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"icing 6'-0"long 4'-0"long 6'-0"long panel edges)for diaphragms.Fastener spacing for TJI'joists in diaphragm applications cannot be less than shown in table.When fastener spacing for 1 E D A \ Backer Block 1) �� kC Strap per Code If top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJIW joists. s „ a „ a „ 2 „ a ti�\ (Detail F1 / or/4 /a or/ / or 1 Net 2x6 2x8 2x12 Two/4'x 15" 5 N.K. T plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered. �� F I over column (3)With 10d(0.148"x 1'%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing Top mount 4 Can be reduced to 5"on-center if nail penetration into the narrow edge e is no more than 1Ya"(to minimizes splitting). Filler ( ) 16d(0.135"x 3 Y2'") Q O P 9 p" g) Nail Size 10d 0.128"x 3" l�1 �} �• O hanger Backer 10d 0.128"x 3" t '," 9 (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). ( ) )� L -� cD Column Face mount Protect untreated (6)Can be reduced to 3%"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Filler 15 one side 10(15 for mulit-family)15 each side 25 each side han er wood from direct ■Recommended nailin is 12"on-center in field and 6"on-center alon anel ed e.Fastenin re uirements on en ineered drawin s su ersede Nail each side g 9 9 P 9 9 q 9 9 P 2 10(15 for multi-family applications) Contact with recommendations listed above. Quantity!I Backer 15 10(15 for 15 15 C' Concrete ■Maximum nail spacing for TJI®joists is 18"on-center. mulit-family) L1 L2 L3 See current Weyerhaeuser L4 / O ®• (1)If necessary,increase filler and backer block height for face mount hangers and maintain gap at top of joist,see detail W Filler and backer block 9 / O O O ■14 ga.staples may substituted for 8d(0.e 13"x ow snails if minimum penetration of 1"into the TJI joist or rim board is achieved. dimensions should accomodate required nailing without splitting 12"minimum for backer blocks and 24"minimum for filler blocks). literature for framing connectors ■To minimizesplitting,maintain ed e distance and rows spacing of 2�x nail diameter or%" whichever is rester, a g p g( F �1 9 P g 9� 9 (2)Clinch nails when possible. 0 ■Nailing rows must be offset at least Y2"and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installatic�Guide for Floor Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-soot. p p Joists must be laterally supported at Fastener Installation Requirements cantilever and end bearings by blocking Piece #of Fastener TJI®joist floor framing does E1 panels, hangers,or direct attachment to Width Plies (11 not require bridging or a rim board or rim joist. Type Min. Length #Rows O.C.Spacing Location When fasteners are required on both q g g d• 00 (2) sides,stagger fasteners on the second mid-span blocking - c i BEARING AT 10d nails 3" 3 P 9f c? � 2 12d-16d nails 3 Y4" 2i') 12 One side side so they fall halfway between v 00 COLUMN fasteners on the first side. Screws 3Y/8"or 3Y2" 2 24" N � ' H2 10d nails 3" 3" Al a 12" Both sides DO NOT bevel cut joist Rim board joint (o m 3 12d-16d nails 3Ya" 2 j E2 between joists DO NOT overhang seat cuts 3 3 1 Both sides beyond inside face of wall. 1/4' 3/8'or 3/z" on beams beyond the inside Screws 2 24•' Load must be applied evenly across 3• 5" One side entire beam width.Otherwise, use face of support member. Verify column capacity 10d nails(') 3" 3(2) One side• connections for side-loaded beams. and beam bearing 12" (per ply) L5 length.See current 4 12d-16d nails(') 3 Y4" 2(" Weyerhaeuser literature. 5"or 6" Both sides W Screws 2 24" Multiple pieces can be nailed or bolted together to CS D 6%a" One side L6 form a header or beam of the required size, up to a TJI®rim joist W 5"or 6" Both sides maximum width of 7" 1Ye"TJ®Rim Board or > Y Screws 3 „ 2 24" L3 1Ya"or 1 Y2"TimberStrand®LSL. Q 3/" 2 6/a One side A2 LLJ Yz"bolts 8" 2 24" 0 rn O (1) 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SIDS,SDW,USP WS,or TrussLOK® B1 L1 QO Q (2)An additional row of nails is required with depths of 14"or greater. H1 O w (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. 0 z IY Z B2 = _J _J Ld a- J NAILING AT BEARING (FLOOR) O o O L5 63 TJIO Joist to Bearing Plate Squash Blocks to TJIO Joist 1 „ ® Load bearing wall above CD O cn } 1/e TJ R m Board or l g / o N Q 1Ya"or 1%"TimberStrand®LSL. Joist may be shifted up to 3"if O Use B1 Or 62 at Lo U) m One 10d(0.128"x 3") floor panel edge is supported P B4 Use biearings nail into each flange with load bearing or 171 One 8d(0.113"x 2Y2") and span rating is not exceeded. nail each side.Drive Do not cut joist flanges. nails at an angle at braced/shealr wall least%"from end. Plumbing Drop End ofjoists from above 3%"minimum at centerline --` O O of su ort L2 Z O 3 intermediate bearing Also see detail B2 PP m C\1 1/a"minimum end bearing 9 p single-family applications 5Y4"may be required �t U N for maximum H1 J Shear transfer:Connections equivalent capacity I J P Y o � � to floor panel nailing schedule , I Rim to TJI Joist o o j e � W z �-' _ 1%"TJ®Rim Board, ® TJI 560 rim joist:Toe O 1/4"or 1/"TimberStrand LSL. Additional joist is required if o t �' O O or TJI®110 rim joist: nail with 10d(0.128"x 3") floor panel edge is unsupported L4 0 �� ' = U s- nails,one each side of ;• . One 10d(0.131"x 3")nail into or if span rating is exceeded. o - Exterior Deck 0 w I I J TJIO flange TJI®560 LA Attachment DO NOT use sawn Z \ each flange o W Q tj- ® floor joist lumber for rim I- 0 TJIO 210,230,and 360 rim joist: Structural z r- One 16d(0.135"x 3%2")nail into INSTALLATION TIPS o sheathing board or blocking, Q z o as it may shrink each flange. •Subfloor adhesive will improve floor performance,but o after installation. W EYE R HA E U S E R TRUSS - JOISTS W O W 1%a"minimum bearing With depths> 16", use TJIO360 rim joist. Top View may not be required. o Use only U) U 1.- 0 Locate rim board joint between joists. o Safety bracing engineered lumber. FLOOR FRAMING: TJI 560 SERIES JOISTS U 0 w Z N •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' BEAM ATTACHMENT at BEARING vertical loads(details 131 and 132).Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and LLJ O Z _ = w CO _ of a TJIO joist(with web stiffeners)is not a substitute concrete 1Y2'knockouts H3 HOLES extended to a braced end wall. J C) W F N o w 1Y8"TJ®Rim Board or for squash blocks or blocking panels. at approximately FLOOR DESIGN LOAD: ( SLEEPING AREAS) � d Fasten at each joist with n- W v w Q � o � 1Ya"or 1 Y2"TimberStrandr LSL. 12"on-center two 8d(0.113"x 2Y2')nails minimum LIVE LOAD = 30 PSF When joists are doubled at non-load bearing parallel (see WARNING). DWG NO partitions,space joists apart the width of the wall for Bearing plate to be DEAD LOAD = 10 PSF plumbing or HVAC. ® � flush with inside face 12 Drive nails at an See framing plan(if applicable)or of wall or beam One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). angle to minimize y side of member at bearing, splitting of plate and Roof Framing, TJ 9000.For minimum S PER TABLE R301.5 OF THE 1Y2"minimum from end end and intermediate bearing lengths. Weyerhaeuser RESIDENTIAL CODE OF NEW YORK STATE 12