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HomeMy WebLinkAbout50535-Z a0f SOUIyo`o Town of Southold * P.O. Box 1179 53095 Main Rd °c�• ki Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46411 Date: 08/18/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 435 Maple Ln Greenport, NY 11944 Sec/Block/Lot: 35.-8-1.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/05/2024 Pursuant to which Building Permit No. 50535 and dated: 04/10/2024 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 an unfinished basement, front covered porch, and an attached garage as applied for. The certificate is issued to: 435 Maple LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0218 7/23/2025 ELECTRICAL CERTIFICATE: 50535 4/8/2025 PLUMBERS CERTIFICATION: Paul Rupp 6/13/2025 uth ed ignature �o�suFFn�,��o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING- PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED-PLANS AND.SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50535 Date: 4/10/2024 Permission-is hereby granted to: Koener, Roseline PO BOX 274 Westhampton, NY 11977 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 435 Maple Ln, Greenport SCTM #473889 Sec/Block/Lot# 35.-8-1.3 Pursuant to application dated ' 3/5/2024 and ap proved.by the Building Inspector. To expire on 10/10/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,994.00 CO-NEW DWELLING $100.00 Total: $3,094.00 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 Jamesh .southoldtownny.gov otfm, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Koener, Roseline Address: 435 Maple Lane city:Greenport st: New York zip: 11944 Building Permit#: 50535 Section: 35 Block: 8 Lot: 1.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Neubauer Electric LLC Electrician: Kai Bauer License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 76 Ceiling Fixtures 22 Bath Exhaust Fan 7 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 13 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 104 CO2 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 1 Disconnect Switches 7Q 4'LED Exit Fixtures Sump Pump Other Equipment: 1 washer, 1fridge, 1 dishwasher, 1 wine fridge,1 hood, 1 gas fire place,1 micro,2 floor heat mats, 1 ai septic system, Notes: Inspector Signature: L --A&. Date: April 8, 2025 435 Maple In house IS Town Hall Annex: Telephone-(631)7654802 $4375 Main Road Pax((31)765.9302 PO.Box 1179 Southold,NY 111071-0959 $'uILDING Dv-pAR nmv E TOW$OF aSOUTHOLD J U L 2 9 2025 90ding Department Town of Southold CARTIFICAT`ION Date- Wilding PermitNo. �y ��� �� �U J^3 .7 Owner: (Please.,priWY Plumber. e�� l e print), I.cert fy that the solder used.in the water supply system contains less than 2110 of I'!o .lead. Lae_ (Pl rs Signature) Sworn to before me this 1 day_of:: t._n-C 20B,5_ Notary Public, ,( !} County nina A .46ndlo �ypZgptYPIAILtC 51 ri IK`'+E1NYOaK L C.=ic1 �.._: oe soulyO� * # TOWN OF SO.UTHOLD BUILDING DEPT. coum, 631-765-1802 -INSPE7ROUGHPLI3G.ON [FOUNDATION 1ST/ REBAR [ [Q,]F UNDATION 2ND [ ] INSULATION/CAULKING [t4 FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY A ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [w,/A7_ MARK 1- /! l I DATE 0 INSPECTOR hO��pF SOUTy�6 SO 5 5- A4 # TOWN OF SOUTHOLD BUILDING DEPT. ' co 631-765-1802 [N-SPECTION [ ] 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_ : C) a --- DATE INSPECTOR OE SOUTyO<o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ]�INSULATIOWCAULKING GH PLBG. FOUNDATION 2ND [ [ ] 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: t- .'C'� Llv� Al!> DATE. IIMSPECT0 OF SOUTyO� �� G { y l_ I tt # # TOWN OF SOUTHOLD' BUILDING DEPT. Coo 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) [A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: �tS 551 StAJ' ��G Ol CDI-e eH. I� t4 vmf_%(Aci b[ctvtk ccou -For uaq W 14 AA ` O cet II e vl �auvA-vPt, . . MM5 5;/l 104 r-0-LV t 'evilow 69_r6iaio_�5 94i6awlew-1- DATE INSPECTOR SOUTyo6 �5 U 5,5 6J U'�) Vkt # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ]-FIRE SAFETY_.INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION- [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O. [ ]' RENTAL REMARKS: 14ou6 DATE INSPECTOR ' OE SO�Tyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycoul+, 631-765-1802 � INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/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:e S&4k IV DATE INSPECTO Home Energy Rating Certificate Rating Date: 2025-06-05 Final Report Registry ID: 502546394 Ekotrope ID: LbpPxDxv HERS' _ • - Score: Savings 435 Maple home'sYour - is a relativeGreenpott, NY • . . performance score.The lower the number, Builder: the - energy efficient the 55learn 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 WSW] Annual Cost criteria of the following: Heating 65.3 $1,661 2020 New York ECCC Cooling 0.9 $54 2018 International Energy Conservati e x Hot Water 10.2 $258 Lights/Appliances 29.3 $1,531 W Service Charges $120 0 c_ Generation(e.g.Solar) 0.0 $0 Total: 105.8 $3,623 �3 N 0 Co p IndexHome Feature Summary: Rating Completed bye , o n M•reEneW HomeType: Single family detached 03 N 150 Model: N/A Energy Rater: Michael Caruso A ue Community: Single and Separate RESNET ID: 7960376 Existing tY= 9 P a� -q Homes 130 Conditioned Floor Area: 4,417 ft2 i Rating Company: Energy Testing Services 120" Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference wo 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 80 Primary Water Heating: Residential Water Heater•Propane•0.95 Energy Factor 20 House Tightness: 772 CFM50(0.99 ACH50) PO Box 1769 Brevard,NC 28712 60 90 CFM,78 CFM•30.2 Watts,28A Watts•Exhaust Only, 800-399-9620 Ventilation: ° c ;- 50-6 Exhaust Only 40 This Home Duct Leakage to Outside: Untested Forced Air 30 Above Grade Walls: R-18 ��, . f 20 Ceiling: Vaulted Roof,R-38 Zero Energy 10 WindowType: U-Value:03,SHGC 03 ��Z (� Home Foundation Walls: R-11 Michael Caruso,Certified Energy Rater m�r�•uKcr us•Energy Framed Floor. R-30 Digitally signed:6/S/25 at 1:39 PM . • •• - • 1 ••• • • • The - • • • • • .• - • rApproved '.t • Provider. 435 Ma le Ln Greeni2ort,,NY RatingHERSO Index Score: Date: 55 HERS ...istry Iit: S02546394 Annual Estimates: Rating Company: Electric(kWh): 7,6863 Energy Testing Services Propane(Gallons): 874.2 Rating Provider. CO2(Tons): 8-5 RatingEfficiency Resources Rating Provider Address: Approx.Energy Cost: $3,623 PO Box 1769 Brevard,NC 28712 Home Feature Summary: n MoroEneM Single family detached,4 bedrooms,4,417 W so Eldstln 140 Heating:95 AFUE HomesISO 330 Cooling:15.2 SEER2 120 110 Hot Water:0.95 Energy Factor Reference100 90 Homo Air Leakage. 772 CFM50(0.99 ACH50) 70 Ventilation: so 90 CFM,78 CFM•30.2 W,28.4 W s0 mis Home 'Exhaust Only,Exhaust Only <0 l, 30 Duct LTO:Untested Forced Air 20 Above Grade Walls:R-18 10 Ener 10 Ceiling:Vaulted Roof,R-38 0wu v[v1n V lnlEn.m Window:U:0.3•SHGC:0.3 Foundation Walls:R-11 . . - 5.0-23644 435 Maple Ln Greenport, NY 11944 Builder:Sligo Construction Corp. Model:N/A Community:Single and Separate THIS HOME IS CERTIFIED TO MEET THE NEWYORKi ENERGY M i • D Building Features Ceiling Vaulted Roof,R-38 Duct Supply R-8.0,Return R-8.0 i. Above Grade Walls R-18 Duct Leakage to Outside Untested Forced Air(Exempt) Foundation Walls R-11 Total Duct Leakage Untested(Exempt) i , Framed Floor R-30 Heating Boiler•Propane•95 AFUE i p Slab R-0.0 Perim er,R-0.0 Under Cooling Air Conditioner•Electric•15.2 SEER2 Infiltration 772 CF (0.99 ACH50) ® Water Heating Residential Water Heater•Propane•0.95 Energy ( Factor Window U-Valu 0. ,SHGC:0.3 V 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 f have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Caruso Signature: 11 CLee eailtui'q- { Organization: Energy Testing Services Digitally signed: 6/5/25 at 1:39 PM j Ekotrope RATER-Version 5.0.2.3644 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. l Ekotrope RATER is a RFSNET 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 Testing Services 2025 Combustion Safety Testing Form Certified Home Address: 435 Maple Ave City: Greenport Builder Name: Sligo Construction Corp. Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systents or water heaters) Date of Test: 2025-06-05 Outdoors Temp During Test: 80 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: Heating System Primary: Yes Q No❑ Type: Furnace❑Boiler❑✓ Heat Pump Q Other❑ t z Venting Tyne s Drat Sin 11aQe Sin llaee CO CO Efficiency Fuel Tvpe Circle Type) Pascal (Worst Case (Natural) (Worst Case) (Natural) Rating:95•0 N❑P❑✓ O❑E❑ N❑N❑M❑S_✓ NSA Pa. Pass ✓❑Fail❑_ Pass❑✓_Fail❑ N/APPM N/A ppM Yes ❑✓ Type: Standard Tank❑Indirect Tankless ❑ Size: NIA Style Common Vent❑ Water Heater Primary: No Instantaneous ✓ Commercial SeeNot,5below (Gallons)® ( ) ) Stand Alone ✓❑ s z Venting Tyne s Drat Spillage Spillage(Natural) CO CO E rcienc Fuel Tvpe p) ( (W ) (ll, (N (Circle Type) (Pascal) (Worse Case (Worse Case) atural) a: 0.95 N❑P❑✓ OaE_❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ PassEFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO NIA PPM Ambient CO(During Oven CO Testing) a PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 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: 2025-06-05 r� cV,• Y I New York ECCC 2020 UA Compliance Property Organization ; Inspection Status 435 Maple Ave EnergyTesting Services Results are projected Greenport,NY 11944 Michael Caruso Model:N/A 631-A4-2627 Community:Single and Separate Bdilder Sligo Construction Corp.435 Maple Sligo Construction Corp. Ave Greenport NY 11944 Ju. Initial House Design I 1 This report is based on a proposed design and floes not confirm field enforcement of design elements, Building UA Elements "' IECC Reference As Designed Ceilings u'' 42.1 51.6 Above-Grade Walls 155.1 166.6 Windows,Doors and Skylights J 142.2 127.7 Slab Floor: '"' '" I 0.0 0.0 Framed Floors 71.2 60.5 Foundation Walls i 0.0 0.0 Rim Joists R u'V,; 74 72 Overall UA(Design must be equal or lower): 418.0 413.6 I` a uirements R402.1:5 Total UA alternative compliance passes by 3 ASS. The proposed home meets the UA requirement by 1.1% ® ',. . - 402.3 2 Average SHGC:0.30 Max 5HGC70.40 + Average SHGC of 0.30 is greater than the maximum of 0.40. R402A.1.2 Air LeakageTesting p A post construction blower door test is required to verify the air leakage meets the requirement. ® R4025 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is[No Limit]. 1 - - ® R402.5 Area-weighted average fenestration U-Factor ® R404.1 Lighting Equipment At least 90.0%of fixtures shall be high-efficacy lamps,currently 100.096 are high-efficacy. ® R403.6,l Mechanical Ventilation Efficacy ® Mandatory Checklist by Ekotrope tort'codemust be requirements;.that are not checked New York 2020 Mandatory Requirements must be checked as complete. _ by Ekotrope must be met. I"t ;�, � _ ® R403.6 Mechanical Ventilation Rate R4033.4 Duct Leakage Testing V ® R403.5:3 Hot water pipe insulation Hotwater 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 1.1%. Name: Michael Caruso J' Signature: ecAd Ca�iccAdL Organization: Energy Testing Services Digitally signed: 12/19/23 at 9:57 AM ..;i l � I .51 Ekotrope RATER-Version 4.2.0.3302 Newyork 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. I, v f Energy Code Inspection Checklist I Property Organization Inspection Status 435 Maple Ave EnergyTesting ServiFes Results are projected Green port,NY 11944 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate { Builder "• Sligo Construction Corp.435 Maple Sligo Construction Corp. Ave Greenport NY 11944 Initial House Design General Building Information Conditioned Area(sq ft) 2,913 Conditioned Volume(cubic ft) 33,249 Insulated Shell Area(sq ft) 6,324 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:Floor Above Basement (1,465 s.f.)• R-0 continuous insulation,R-30 cavity insulation, i 'r Insulation Grade:II , Name:Cant.(50 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:II Foundation Wall None Present 3 fir. Above Grade Wall Name:Ambient Wall(2,480 s.f.) R-3 continuous insulation,R-15 cavity insulation' Insulation Grade:I ' Name:Garage Wall(225 s.f.) �. R-0 continuous insulation,R-15 cavity insulation Insulation Grade:II 1 I !, ' Energy Code Inspection Checklist Property Organization Inspection Status 435 Maple Ave EnergyTesting Services Results are projected Greenport,NY 11944 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Sligo Construction Corp.435 Maple Sligo Construction'Corp. Ave Greenport NY 11944 Initial House Design Name:Basement Wall(324 s.f.) R-0 continuous insulation,R-15 cavity insulation Insulation Grade:ll t. F,, • Rim Joist Name:Rim Joist Ambient (136 st.) R:18.00 Name:Rim Joist Garage(25 s.f.) R:15.00 Ceiling/Roof Name:Roof(1,619 s.f.) R-0 continuous insulation,R-38 cavity insulation' Insulation Grade:I Opaque Door Name:Front Door(20 s:f.) R:5.00 :, u•; Name:Garage Door(17.8 s.f) R:5.00 Name:Basement Door(17.8 s.f.) u; R:5.00 I f, Glazing Name:ff 2 w(Front)(27 s.f.), U:0.300, SHGC:0.3, ,,1Oriqntation:WEST Name:ff 2 w(12 s.f.), U:0.300, SHGC:0.A, Orientation:WEST 2 Name:ff3 w(40.5 s.f.), U:0.300, SHGC:0.�, Orientation:WEST Energy Code Inspection Checklist Property Organization Inspection Status 435 Maple Ave EnergyTesting Services Results are projected Green port,NY 11944 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Sligo Construction Corp.435 Maple Sligo Construction Corp. Ave Greenport NY 11944 Initial House Design Name:sf 2 w(27 s.f.), U:0.300, SHGC:0.3; Orientation:WEST Name:sf 1 w(13.5 s.f.), U:0.300, SHGC:0 3, Orientation:WEST Name:sf 1 w (18 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 4 w(49.5 s.f.), U:0.300, SHGC:0:3, Orientation:WEST Name:ff2 s(Right)(27 s.f.), U:0.300, SHGC:0.3, 'Orieiifation:SOUTH Name:sf 1 s(13.5 s.f.), U:0.300, SHGC:0.3, Orientation;SOUTH Name:sf 1 s(13.5 s.f.), U:0.300, SHGC:0:3, Orientation:SOUTH Name:ff 2 e(Rear)(19 s.f.), U:0.300, SHgC:03, Orientation:EAST Name:ff 1 e (41 s.f.), U:0:300, SHGC:0.3, Orientation,EAST Name:ff 3 e(40.5 s.f.), U:0.300, SHGC:0.3, Orientation:EAST _41 1 • x�V,. Name:sf 1 e(13.7 s.f.), U:0.300, SHGC:.0.3, Orientation:EAST Name:sf 1 e(6 s.f.), U:0.300, SHGC:0.3, ,Orientation:EAST Name:sf 2 e(27 s.f.), U:0.300, SHGC:0.3, Orientation}-EAST Skylight None Present 4' Mechanical Ventilation J 3 ' 1. i Energy Code Inspection Checklist Property Organization Inspection Status 435 Maple Ave Energy Testing Services Results are projected Greenport,NY 11944 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate ,! Builder Sligo Construction Corp.435 Maple Sligo Construction Corp. Ave Greenport NY 11944 Initial House Design Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing cont.rols:; System type:Exhaust Only,24 hrs/day,30 Watts 4. Mechanical Equipment Heating System 1 •Oil•50%Heating Load 9 85 AFUE Cooling System 1 •Electric•50%Cooling Load @ 16 SEER2 Heating System 2.Oil•50%Heating Load @ 85 AFUE Cooling System 2•Electric•50%Cooling.Load @ 16SEER2 Water Heating •Oil•100%Hot Water Load @ 0.85 Energy,Factor 1 Air Leakage Control ElTest Status:To be blower-door tested House is air-sealed as to achieve 1,662 CFM50(3.00,ACH5,0)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 j 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design`•home is-5 ACH50. 4 ,t. Energy Code Inspection Checklist Property organization Inspection.Status 435 Maple Ave Energy Testing Services Results are projected Greenport,NY 11944 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Buildgr Sligo Construction Corp.435 Maple Sligo Construction 60rp. Ave Greenport NY 11944 Initial House Design Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as:58 CFM @ 25Pa,(3.96/100 ft)- Total Leakage specified as:58 CFM @ 25Pa(Post-Construction) Duct System 2 u; All ducts and equipment within conditioned space Leakage to Outside specified as:25,CFM @ 25Pa(1.73/100 fe) Total Leakage specified as:58 CFM @ 25Pa(PosV'Gonstruction) ` Duct Leakage Code Requirements for IECC xu;• 20091ECC: Postconstruction LeakageTest:Duct Leakage t 'butdoors<=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 v 4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: 1 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 A• 8 CFM25/100 sq ft CFA when all ducts and air handlers are within then building thermal envelope. 2015 and 20181ECC Performance Paths(Cost Comp)ian•ce): 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 MC0393 5 e a. 1 e. Load Short Form ;u Job: MC0393 .; Date: Dec 19th,2023 Entire House By: Michael 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. 435 Maple Ave, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 12 .84 Method Blower door Inside db(°F) 70 '75 Shielding/stories 3(partial)/2 Design TD (°F) 58 9 Pressure/ACH/AVF 50 Pa/3.0/1280 cfm Daily range j I M Inside humidity(%) 50 ;! .50 Moisture difference(gr/lb) 47 31 a A 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 (ftZ) (BtA) (Btuh) (cfm) (cfm) System 1 1437 14784 15736 787 787 System 2 1338 16613 11467 600 600 (Unconditioned) 2255 0 0 0 0 Entire House 5030 31398 27163 1387 1387 Other equip loads ;'u. 0 0 Equip. @ 0.89 RSM 24230 Latent cooling 4485 TOTALS I 5030 t 31398 I 28715 I 1387 I 1387 ' I Calculations approved by ACCA'to meet all requirements of Manual J 8th Ed. ` 2023-Dec-19 09:48:15 j- wrightsoft" '� a•r� ..�,�<-,W. Right-Suite@Univ,ersal,202323.0.01 RSU30008 Paget AM ...tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Door faces: W I Load Short Form Job: MC0393 Date: Dec 19th,2023 System 1 ;'V;' By: Michael Caruso rrtns Energy Testing'Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaFuso@gnergytestingservices.com Web:www.energytestingservices.com License:7960376 i Project For: Sligo Construction Corp. 435 Maple Ave, Greenport, NY 11944 Design InforMation Htg Clg,s 'q Infiltration Outside db(7) 12 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 9 Pressure/ACH/AVF 50 Pa/3.0/1232 cfm Daily range - M Inside humidity(%) 50. 50 Moisture difference (gr/lb) 47• '31 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Sample Trade 15 SEER2 AC Model AFUE85-1650 Cond GA5SAN42400WA0 AHRI ref 0 _0 Coil FMU4Z3000AL1 AHRI ref 207958879 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 170000 Btuh Sensible cooling 16520 Btuh Heating output 165000 Btuh Latent cooling .7080 Btuh Temperature rise 191 ,°F "` Total cooling 23600 Btuh Actual air flow 787;cfm Actual air flow 787 cfm Air flow factor 0.053 ,cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.66 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 (ftz) (Btuh) (Btuh) (cfm) (cfm) Kitchen 255 2741 4114 146 206 Dining Room 169 1483 2627 79 131 Bath 1.63 743 436 40 22 Powder 42 ` 0 44 0 2 Living Room 331 4064 2923 216 146 Foyer 1,12 2532 1005 135 50 Bedroom 1 200 )'u; 1869 2361 100 118 Hallway 122 0 44 0 2 Computer Room 144 1353 2182 72 109 I .V" Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 WC>ghtsOft" , 2023-Dec-1909:48:15 Right-Suite@ Universal 2023 23.0;01 Rsy1 0008 Page 2 1 + ...tion Corp.435 Maple Ave Greenport NY 11944.ru? Cal =MJ8 Front Door faces: W , I. System 1 1437 14784 15736 787 787 Other equip loads 0 0 Equip.@ 0.89 RSM , V , 14037 Latent cooling 3249 TOTALS I 1437 14784 I 17285 I 787 I 787 rF,l• f I r I J I I f I 1 f I � l • .. f I I .i F I 1 I ,I I Calculations approved by ACCA,to meet all requirements of Manual J 8th Ed. ti -Fk Wrightsoft" 2023-Dec-1909:48:15 Right-Suite®Universal 2023 23.0.01 RS030008 Page 3 / + + ...tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Dpor faces: W I• ,I ' I IV'• Load Short"Form:., Job: Dec 193 �_••,.. Date: Dec 9th,2023 System 2 , By: Michael Caruso i - Energy Testing;iServices 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627'Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 , 1 Project • • For: Sligo Construction Corp. 435 Maple Ave.,!Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 12• `84. Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 9 u' Pressure/ACH/AVF 50 Pa/3.0/1232 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 '31 HEATING EQUIPMENT' ,,� COOLING EQUIPMENT Make Generic Make Carrier Trade Sample Trade COMFORT 15 SEER2 AC Model AFUE85-1650 Cond .24SCA518WC0300 AHRI ref 0 F` Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 170000" Btuh Sensible cooling 12600 Btuh Heating output 165000 Btuh �' Latent cooling 5400 Btuh Temperature rise 251 '°F Total cooling 18000 Btuh Actual air flow 600 cfm' Actual air flow 600 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area '' Htg Joad Clg load Htg AVF Clg AVF (ft2) '(Btuh) (Btuh) (cfm) (cfm) Bedroom 3 156 2556 2775 92 145 B3 WIC -'39 534 70 19 4 Laundry 39 96 270 3 14 Bath 2 62 701 216 25 11 Master Bath 1150 1409 584 51 31 Master WIC 2 45 549 73 20 4 Master WIC 86 1578 199 57 10 Master Bedroom 411 5634 4040 203 211 Bedroom 2 1,70 2783 3114 101 163 B2 WIC 32 >'�., 412 54 15 3 Hall 147 361 73 13 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- W rightSOft" 2023-Dec-19 09:48:15 Right-Suite®Universal12023 23.0.01 RSU30008 Page 4 C ...tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Door faces: W 1 6 System 2 1338 16613 11467 600 600 Other equip loads 0 0 Equip. @ 0.89 RSM 10228 Latent cooling 1237 TOTALS I 1338 16613 I 11465 I 600 I 600 mot! 1 ' I 1 i 1 i I '1II 1'1 I v 'IVi • I � I I I � 5! , I • 1 I 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof " J 2023-Dec-19 09:48:15 . ..>tt .. .r Right-Suite®Universal 202323.0.01 RS'�130008 Page 5 tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Door faces: W i BuildingAnalysis u, ' Job: MC0393 7 Date: Dec 19th,2023 Entire House By: Michael Caruso J Energy Testing Servic.,es•, 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627,Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 i ' • - Information- For: Sligo.Construction Corp. 435 Maple Ave, Greenport, NY 11944 i. , Design Conditions Location: ;'u;; Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 70 75 Elevation: 67 ft Design TD (°F) 58 9 Latitude: 41°N ! Relative humidity(%) 50 50 Outdoor: Heating Cooling ;;.•' Moisture difference(gr/lb) 46.8 30.6 Dry bulb(°F) 12 84 Infiltration: Dailyrange(T) - 18 ( M ) Method Blower door Wet bulb(°F) - < 71 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 u. Pressure/ACH/AVF 50 Pa/3.0/1280 cfm • Component Btuh/ftZ Btu`.'h !%of load Walls 1.9 9019 8.7 Ducts Glazing 15.1 6031 " 1'J':2 Doors 2.0 •344 1.1 v�l Ceilings 1.4 3138 10.0 Floors 0.0 �56 0.2 Infiltration 2.4 8599 iO.A Ducts 4211 13.4 I`�I0f1 Piping '0 0 Humidification .00 0 Ventilation 0 ;u ,0 oaare Adjustments 0 Total 1 1 313081 100.0 qna Ceilings Component Btuh/ft2 Btdh %of load Walls 0.4 1661 r4 L'(&1 V141I Glazing 19.8 7.917 29.1 Doors 0.8 130 0.5 Ceilings 0.3 7,52 ? 2.8 Gad Floors 0.0 7 ''0.0 Infiltration 0.2 619 2'.3 IrliffrdGiirs, Ducts 1438 5.3r Ventilation 0 0 Internal gains 14640 53.9 Blower 0 t `u'•'0 Adjustments .0Tr Total 27163 1 100.0 Latent Cooling Load=4485 Btuh Overall U-value=0.111 Btuh/ft�°F, Window/Floor Area=7.9% -Data entries checked. �! A I 2023-Dec-19 09:48:15 Rig ht-Suite®Univ'ersal'202323.0.01 RSU30008 Pagel l�...tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJS Front Door faces: W I • r Building Analysis Job: Dec 193 ,q Date: Dec 9th,2023 System 1 By: Michael Caruso Energy Testing Services • 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.endrgytestingservices.com License:7960376 Project • • • For: Sligo Construction Corp: zJ,; 435 Maple Aver Greenport, NY 11944 Desi• n Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature(T) 70 75 Elevation: 67 ft °' Design TD (T) 58 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 46.8 30.6 Dry bulb(T) 12 84, Infiltration: Dailyrange (T) - 18 C 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/3.0/1232 cfm Component Btuh/ftl Btuh %of loatl Walls 2.7 4384 29.7 Ducts Glazing 17.4 3565 24.1 Doors 16.8 344 I Ceilings 2.1 K6 2.2 Floors 0.0 20 0.1 Infiltration 3.4 4338 29.3 Irfiltraticn Ducts 1908 12.2 Piping 10 `)�'o Humidification ;0 0 Ventilation 0 0 11 Adjustments 0 Gamng Total 14785 100.0 '� Component Btuh/ft2 Btuh %of load Walls 0.5 8Q7 5.1 VIAI Glazing 22.1 4527 ;8 Doors 6.4 130 0.8 Ceilings 0.6 90 0.6 Gz-d Floors 0.0 3 0.0 Infiltration 0.2 812 2.0 ` Ducts 382 '''­Z 4 Ventilation .0 0 lrbT'dGirs Internal gains .9485 60.3 Blower -+,0 0 C1F13 Adjustments 0 Total 1 1 15736 100.0 Latent Cooling Load=3249 Btuh Overall U-value=0.058 Btuh/ft'L-°F, Window/Floor Area=,14.2,% Data entries checked. ;r t wrigho4fi' +. ,, 2023-Dec-1 9 09:48:15 +� - a =• w.*• Right-Suite®U niversal,2023 23.0.01 RS00008 Page 2 ...tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Door faces: W +, I � Building Analysis Job: MC0393 g Y 1 Date: Dec 19th,2023 System 2 By Michael Caruso , Energy Test ing,Services�u` 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-262F Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • ' 1 For: Sligo Construction Corp. 435 Maple Ave, Greenport,J Y Desigh-Conditiont • • • Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature ff) 70 75 Elevation: 67 ft tl Design TD(°F) 58 9 Latitude: 41°N ;'q; Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 46.8 30.6 Dry bulb(°F) 12 84 Infiltration: Dailyrange (°F) - ° 18 ( M ) Method Blower door Wet bulb(°F) - 710 Shielding'/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1232 cfm �° eating Component Btuh/ftz Btuh /o of load Walls 3.7 4635 2' '.9 Dicts Glazing 17.4 2466 14.8 Wil Doors 0 0 0 Ceilings 2.1 2M'2 16.9 Floors 1.6 37 Vb`.,2 Infiltration 3.4 4261 25.6 Ducts 2402 14.5 lrtltdcn Piping 0 0 Humidification 0 0 Ventilation '0 0 °Edng II Adjustments 0 at,a Total 1661,3 100.0 Caiirgs V Component Btuh/ft2 Btuh %of load Walls 0.7 854 7.4 V�I Glazing 24.2 .3428 ! 29.9 Doors 0 +101 0 Ceilings 0.5 662 a'&8 Floors 0.2 3 0.0 Gaa IrtnulGirs Infiltration 0.2 307 2.7 Ducts 1Q58 9.2 Ventilation 0 0 Internal gains 5155 46.0 Blower 10 0 Adjustments 0 ` ATotal 11467 100.0 Ufim Lids Latent Cooling Load = 1237 Btuh Overall U-value=0.242 Btuh/ftZ°F, Window/Floor Area=10.6% Data entries checked. .0 0 2023-Dec-19 09:48:16 Right-Suitee U niversal 2023 23.0.01 RSU30008 Page 3 ...lion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front D'ogr•faces: W VI+ 1 Project Summary' Job: MC0393 J Y Date: Dec 19th,2023 s; ...° Entire House By: Michael Caruso Energy Testing•'Services s u:, 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627'Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 • ect Information For: Sligo Construction Corp. 435 Maple Ave, Greenport, NY 11944 Notes: .I i -Design • • •i I : Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF! Design TD 9 OF Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary , Sensible Cooling Equipment Load Sizing Structure 27187 Btuh ° •• Structure 25726 Btuh Ducts 4211 Btuh Ducts 1438 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh ,., ,!� Blower 0 Btuh Piping 0 Btuh Equipment load 31398 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 24230 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/3_.0/1280 cfm Structure 3173 Btuh Ducts 1312 Btuh Central vent(0 cfm) 0 Btuh Heating ' Cooling Area(ft2) 2775 , 2775 Equipment latent load 4485 Btuh Volume (fP) 25610 25610 , Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 28715 Btuh Equiv.AVF(cfm) 135, 61 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make n/a V''" 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 OF 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 iniH2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACC "to meet all requirements of Manual J 8th Ed. - -wriflhtsoft° 2023-Dec-19 09:48:15 Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 AN ...lion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Door faces: W Project Summar Job: MC0393 Y, Date: Dec 19th,2023 F €,sue,aa tPR4;h System 1 � '' By: Michael Caruso Energy Testing,Services '1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso(ognergytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • 1. For: Sligo Construction Corp.'!' 435 Maple Ave, Greenport, NY 11944 Notes: Desiqn Information , I ' Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 84 °F Inside db 70 °Ff , Inside db 75 °F Design TD 58 °F Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary. Sensible Cooling Equipment Load Sizing Structure 12976 Btuh Structure 15354 Btuh Ducts 1808 Bfuh ;,. ,.;' Ducts 382 Btuh Central vent(0 cfm) 0 Btuh ' Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14784 Btuh :V, Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 14037 Btuh Method Blower door,,' Latent Cooling Equipment Load Sizing Shielding/stories 3,(partial)./2 Pressure/ACH/AVF 50 Pa/3.0 11232 cfm Structure 2542 Btuh Ducts 707 Btuh 5 Central vent(0 cfm) 0 Btuh Heating Cooling A�',' (none) Area(ft2) 1437 1437 Equipment latent load 3249 Btuh Volume(ft3) 14083 14083 Air changes/hour 0.29 0.13 Equipment Total Load(Sen+Lat) 17285 Btuh Equiv.AVF (cfm) 68 ;31 ;,,; Req.total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Sample 4. Trade 15 SEER2 AC Model AFUE85-1650 Cond GA5SAN42400WA0 AHRI ref 0 Coil FMU4Z3000AL1 AHRI ref 207958879 Efficiency 85 AFUE:, Efficiency 13.0 EER2, 16 SEER2 Heating input 170000 Btuh Sensible cooling 16520 Btuh Heating output 165000 Btuh Latent cooling 7080 Btuh Temperature rise 191 °F; Total cooling 23600 Btuh Actual air flow 781 cfm Actual air flow 787 cfm Air flow factor 0.053 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 0.83 Calculations approved by ACCA to meet ail requirements of Manual J 8th Ed. wr7 htsolFt" 2023-Dec-19 09:48:15 Right-Suite®Universal202323.0.01 RSU30008 Paget + ...tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Door faces: W t V;' Project Summmar Job: MC0393 J y Date: Dec 19th,2023 System 2 By: Michael Caruso Energy Testing,Services" 1648 Locust Ave Suite E,Bohemia,NY 1.1716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License'7960376 , Proiect IfforMation For: Sligo Cons)ruction Corp. 435 Maple Ave, Greenport, NY 11944 Notes: 1'- • • • Weather: ; Westhampton Gabreski, NY, US Winter Design Conditions ;u;, Summer Design Conditions Outside db 12 °F Outside db 84 °F Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary ,'u Sensible Cooling Equipment Load Sizing Structure 14211 Btuh Structure 10409 Btuh Ducts 2402 Btuh Ducts 1058 Btuh Central vent(0 cfm) •0 Bfuh Central vent,(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16613 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 10228 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories (partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1232�cfm!. Structure 631 Btuh Ducts 606 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1338 1338 A'v Equipment latent load 1237 Btuh Volume(ft3) 11527 11527 " Air changes/hour 0.35 0.16 Equipment Total Load(Sen+Lat) 11465 Btuh Equiv.AVF (cfm) 67 :4 30 Req.total capacity at 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Sample Trade COMFORT 15 SEER2 AC Model AFUE85-1650 u, Cond 24SCA518WC0300 AHRI ref 0 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 170000 Btuh Sensible cooling 12600 Btuh Heating output 165000 Btuh Latent cooling 5400 Btuh Temperature rise 251 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.03�6 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.60 in H2O ,�; Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. y wr7cl�t�olFt^ 2023-Dec-19 09:48:15 Right-Suite@ Universal 2023 23.0'.01 RS030008 Page 3 +CC;k ...tion Corp.435 Maple Ave Greenport NY 11944.rup .Calc=MJ8 Front Door faces: W i Duct System Surtim'�ty Job: MC0393 Date: Dec 19th,2023 System 1 B Michael Caruso Energy Testing Services.;'.. r 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. 435 Maple Ave, Greenport{INY 11944 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 "`•''O.25 in H2O 0.25 in H2O Supply/return available pressure 0.181 /0.069 in H2O 0.181 /0.069 in H2O Lowest friction rate 0.058 in/100ft 0.058 in/100ft Actual airflow o "Q':;787 cfm 787 cfm Total effective length (TEL) 431 ft SupplyDetail Table Design Htg 'Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) •+(efm)' FIR (in) (in) Mat[ Ln (ft) Ln (ft) Trunk Bath h 743 40 22 0.060 5.0 Ox 0 ShMt 44.3 255.0 st3 Bedroom 1 C 2361 100. 118 0.061 7.0 Ox 0 ShMt 53.3 245.0 st3 Computer Room C 2182 72 {' 109 0:062 7.0 Ox0 ShMt 58.5 235.0 st3 Dining Room C 2627 79 131 0:060 8.0 Ox 0 ShMt 33.5 270.0 st3 Foyer h 2532 135 50 0.058 8.0 Ox 0 ShMt 42.0 270.0 st3 Hallway C 44 0 2 0.066' 4.0 Ox 0 ShMt 50.8 225.0 st3 Kitchen C 2057 73 108 0'9'0,61 7.0 Ox 0 ShMt 26.0 270.0 st3 Kitchen-A C 2057 73 103 0.064 7.0 Ox 0 -ShMt 13.8 270.0 st3 Living Room h 4064 216 146 O.Q61' 9.0 Ox 0 ShMt 25.3 270.0 st3 Powder C 44 0 {, 2 O'.062 4.0 Ox 0 ShMt 31.5 260.0 st3 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 787 787 0:058" 644 14.0 8 x 22 ShtMetl st1 st1 Peak AVF 787 787 0.058 644 14.0 8 x 22 ShtMetl ;I Bold/italic values have been manually overridden Wri NYSOT'C" 2023-Dec-1909:48:15 Right-Suite@ Universal 2023 23.0.01 RS630008 Pa e 1 9 Ii ...tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Doorfaces: W , I , J I I, I TableReturn Branch Deta,il 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 30 787 787 116.0 0.058 564 16.0 Ox 0 ShMt I ;I 1 'rl _ 1 •a: ' I � ! I I I 1 4" 3'Q,•I I � I. .I I , 1 J • 1 I 1, I � I I - 41 1 I 5� I ! ti rilghtsof " 2023-Dec-19 09:48:15 Right-Suite®Universal202323.0,,0.1 RSU30008 Paget ...tion Corp.435 Maple Ave Greenport NY 11944.rup Cal c=MJ8 Front Door faces: W I a'• 'V:I I ' I I, Duct System Summary Job: MC0393 Date: Dec 19th,2023 System 2 By: Michael Caruso Energy Testing',Services I 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 1 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376. Project 1 • • For: Sligo Construction Corp: ,. 435 Maple Ave,Greenport, NY 11944 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 + 0.209/0.041 in H2O 0.209/0.041 in H2O Lowest friction rate ,c lip;065 in/100ft 0.065 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 382 ft I a i SupplyBranch Detail Table Design Htg •-','Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) PR (in) (in) Matl Ln (ft) Ln (ft) Trunk B2 WIC h 412 15 3 0.075 4.0 Ox 0 ShMt 32.3 245.0 sty B3 WIC h 534 19 4 0:065 4.0 Ox•0 ShMt 29.5 200.0 st5 Bath 2 h 701 25 11 0:066 4.0 Ox 0 ShMt 26.8 290.0 st5 Bedroom 2 c 3114 101, 163 0.069 8.0 Ox 0 ShMt 40.0 265.0 st5 Bedroom 3 C 2775 92' 146 0.070 8.0 Ox 0 ShMt 42.3 255.0 st5 I Hall h 361 13 4 Q;10,70 4.0 Ox 0 ShMt 17.3 280.0 st5 Laundry c 270 3 14 0.669 4.0 Ox 0 ShMt 27.8 275.0 st5. Master Bath h 1409 51 31 0.071 5.0 Ox 0 ShMt 20.8 275.0 st6 Master Bedroom C 2020 102. t. 106 0.070 7.0 Ox 0 ShMt 17.8 280.0 st6 Master Bedroom-A C 2020 102 106 0:p72 7.0 Ox 0 ShMt 33.8 255.0 st6 Master WIC h 1578 57 10 0:074 5.0 Ox 0 ShMt 35.8 245.0 st6 Master VIA 2 h 549 20' 4 0.071 4.0 Ox 0 ShMt 29.8 265.0 st6 SupplyDetail Table I Trunk Htg Clg Design ` Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 269 344 0 065;!� 516 10.1 8 x 12 ShtMetl st2 st6 Peak AVF 331 256 0.070 596 9.8 8 x 10 ShtMetl st2 st2 Peak AVF 600 600 0.065 600 12.4 8 x 18 ShtMetl Bold/italic values have been manually overridden sE.L wrigh,soft, 2023-Dec-1909:48:15 Right-Suite(DUniv.ersal2023'23.0.01 RSU30008 Page3 , tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Door faces: W >Q � V I i 1 I ' Return BranCh Detail Table 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 rb1 12x23 600 600 62.8 0.065 561 14.0 Ox 0 ShMt ! f yl e. i 'S! 1 I , , • I � I R i J! +� wrightsaft* "I 2023-Dec-19 09:48:15 Right-Suite®Universal,202323.0.01RSU30008 Page + + ...tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Door faces: W . , g Manual S 'Compliance Report Job: MC0393 I (Ar Date: Dec 19th,SyStSystem1 By: Michael Carusarcso 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. 435 Maple Ave, Greenport, NY 11944. Cooling Equipment Design Conditions Outdoor design DB:. 84.2°F Sensible gain: 15736 Btuh Entering coil DB: 75.2°F Outdoor design WB: 71.4°F Latent gain: 3249 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 18985 Btuh Indoor RH: 50% YI Estimated airflow: 787 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: GA5SAN42400WA0+FMU4Z3000AL1 Actual airflow: 787 cfm Sensible capacity: 18180 Btuh 11 ff/o of load' Latent capacity: 5054 Btuh 156%of load Total capacity: 23234 Btuh 122%of Load SHR: 78% Heating Equipment Design Conditions ; Outdoor design DB: 11.9°F Heat loss: 14784 Btuh Entering coil DB: 68.7°F Indoor design DB: 70.0°F I Manufacturer's Performance Data at•'Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: AFUE85-1650 Actual airflow: 787 cfm Output capacity: 165000 Btuh 111®/0 of load { , Meets all requirements of ACCA Manual S. wrigf'I7rsoft" 1 2023-Dec-19 09:48:15 Right-Suite@ Universal 2023 23,0.01 R$U,30008 Page tion Corp.435 Maple Ave Greenport NY 11944.rup Calc=MJ8 Front Doci faces: W I Manual S ,Compliance Report Job: Dec 193 Date: Dec 9th,2023 rgrr�'t"r'� System 2 �I By: Michael Caruso i ^.necr. q9 rJ'' 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 Pr• • • For: Sligo Construction Corp. 435 Maple Ave, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.27 1., Sensible gain: 11467 Btuh Entering coil DB: 75.1°F Outdoor design WB: 71.4°F Latent gain:'_,,, 1237 Btuh Entering coil WB: 62XF Indoor design DB: 75.0°F 'Total gain: 12703 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at'Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model:'24SCA518WC0300+FMU4Z3000AL1 Actual airflow: 600 cfm L Sensible capacity: 1.4486 Btuh 126%of load Latent capacity: 2911 Btuh 235%of load, Total capacity: 17397 Btuh 137%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 11.9°F " Heat loss: , 16613 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F i u ' Manufacturer's Performance Data at'Actual Design Conditions y� Equipment type: Oil boiler Manufacturer: Generic Model: AFUE85-1650 Actual airflow` 600 cfm Output capacity: 165000 Btuh 993%of load I Meets all requirements of ACCA Manual S. i 41, ++► 4d1lrightsoft°" 2023-Dec-19 09:48:15 Right-Suite®Universal 2023 23.0.01 RSU30008 Page 2 AC U tion Corp.435 Maple Ave Greenport NY 19944.rup C61c=MJ8 Front Door faces: W I Residential - Review • Form for HVAC System Design (Loads, Equipment, Ducts) 15 Mar 09 ArCaedCmtg[br9aawsd,7nr4a I � Header Information Contractor: Energy Testing Services, REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual A Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 "'I ; 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): '435 Maple Ave,System 1 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions "'I Buis Iding Construction Information Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces West Indoor temperature: 70 I* North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 14784 Btuh Number of bedrooms: 1 1. Conditioned floor area: 1437 ft' Summer Design Conditions Number of occupants: 5 Outdoor temperature: 84 IF Indoor temperature: 75 °F Windows Rost Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 17641 Btuh .Internal shade: blinds — Latent heat gain: 3642 IBtuh Blinds,drapes,etc. D,h 4ulrijow Total heat gain: 21283 Btuh ;,.,;;Number of skylights: 0 , EQUIPMENTHVAC • 41 q, Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Oil boiler I.. Equipment type: Split AC Heating cfm: 787 urnace,Healpump,Boiler,etc, it Conditioner,Heat pump,etc. Cooling cfm: 787 Model: Generic Model: Carrier Static pressure: 060 in H2O AFUE85-1650 GA5SAN42400WAO+FMU4Z3000AL1 Fan's rated external static Wssure for design airflow Heating output capacity: 1 5000 Btuh :, Total cooling capacity: 23234 Btuh Heat pumps-capacity at winter design out. oor conditions Sensible c,'ooling capacity: 18180 Btuh Aux.heating output capacity: 0 Btuh , Latent cooling capacity: 5054 Btuh I � DISTRIBUTIONHVAC DUCT •1 Design airflow: 787 cfm Longest supply duct: 312 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest.Feturlduct: 119 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: p•�8 in/100ft Branch duct: Sheet metal ! Friction Rate=ASP=ITELx l4 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 { 4 �•���.-,<.,....., Right-SuiteO Universal 202323.0:01 RSP,30008 'I , � I1'Ir ResidentialPlans - Review • Form om 7 RPER 1 CKS- for HVAC — Design — Ducts) 15 Mar 09 i l�ti: 3tbroayliar�imava Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael 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#: ,'fir,r Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 435 Maple Ave, System 2 r I HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions S.pilding Outdoor temperature: 12_ °F Orientation: Front Door faces West Indoor temperature: 70 °F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 16613 i,Btuh Number of bedrooms: 3 ,,,',Conditioned floor area: 1338 ftz Summer Design Conditions Number of occupants: 0 Outdoor temperature: 84 °F Indoor temperature: 75 .°F Windows Rini Grains difference: 31 gr/lb @50% RH ,. „!.Bave overhang depth: 1.0 ft Sensible heat gain: 12855 Btuh Internal shade: blinds E Latent heat gain: 1386 Btuh Blinds,drapes,ern. 0eplh 'NJindcnsv Total heat gain: 14241 �Btuh ! Number of skylights: 0 ,r EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Oil boiler Equipment type: Split AC Heating cfm: 600 urnace,Healpump,Boiler,etc. ,r Conditioner,Heat pump,etc. Cooling cfm: 600 { Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE85-1650 ''"' 24SCA518WC0300+FMU4Z3000AL1 Fan rated external static pressure for design airflow Heating output capacity: 1 g5000 Btuh Total cooling capacity: 17397 Btuh Heat pumps-capacity at winter design out oor conditions � Sensible cooling capacity: 14486 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 2911 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN ( •1 Design airflow: 600 cfm , Longest supply duct: 320 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 63 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O ''`Total effective,length(TEL): 382 ft Available static pressure(ASP): 0.25 in H2O Friction?rate:' O.t1R5 in/100ft Branch duct: Sheet metal Friction R ate=ASP=(T EL 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. r � 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 .I -wriirghttsaift� w�*^?*+M•��-.�+.�^^r-� Right-Suite®Universal 2023 23.0.01 RSU30008 • I � N ®_ A U , la n I � I ' • I i t { ;! Foundation I s. b I I , I r 4'� I ' 22x8 22x8 Basemen[ - - - - - - — — 16— 7 L 8 8 I i I I�r ,n1�11 ,I i 1 Gf,.l Job#: MC0393 , Energy Testing Services Scaie: 1 : 128 Performed by Michael Caruso for: Page 1 Sligo Construction Corp. 1648 Locust Ave Suite E RightSuite@ Universal 2023 435 Maple Ave Bohemia,NY 11716 23.0.01 RSU30008 Greenport,NY 11044 :Phdpe:631-244-2627 License:7960376 2023-Dec-19 09:49:48 www.energytestingservices.com mcaruso@energytestingse ...Maple Ave Greenport NY 11944.rup ;f dd,'I, N 1 I J ' 1 ' I � 1st Floor I ®-116 cfm 2-40 cfm —131 cfm 103 cfm 103 cfm Bath Bedroom 1 787 cfm Kitchen 2 cfm Dining Room ' Powder 13--2 cfm Hallway Garage Living Room Computed Room Stairs Foyer 135 cfm ®-109 cfm ®-216 cfm • e i I„ I � 'tl;•i Job#: MC0393 Energy Testing Services Scale: 1 : 128 Performed by Michael Caruso for: Page 2 Sligo Construction Corp. 1648 Locust Ave Suite E Right-Suite@ Universal 2023 435 Maple Ave Bohemia,NY 11716 23.0.01 RSU30008 Greenport,NY 11944 Phone:631-244-2627 Licenser 7960376 2023-Dec-19 09:49:48 "` mm.energytestingservices.com mcaruso@energytestingsere ...Maple Ave Greenport NY 11944.rup r7 a V, i I d s , i 1�_I„ ' I I .I . 42nd Floor 145 cfm 19 cfm 25 cfm 51 cfm 20 cfm 57 cfm B3'WIC 1 Master WIC 2 Bedroom 3 Bath 2 14 cfm Master WIC Master Bath 8 2undry 4 5 4 8 4 6gQ.0fm 18x8 4° 14" B2 WIC 4„ 12x8 ITX8 fm m 13�cfm 15 call Master Bedroom 8" 7 7 Bedroom 2 -tairs'2 OTB i 163 cfm t 106 cfm 106 cfm i V I ! ;0 Job#: MC0393 Energy Testing Services Scale: 1 : 128 Performed by Michael Caruso for: Page 3 Sligo Construction.Corp. 1648 Locust Ave Suite E RightSuite@Universal 2023 435 Maple Ave Bohemia,NY 11716 23.0.01 RSU30008 Greenport,NY 11944 Phone:631-244-2627 License:7960376 2023-Dec-19 09:49:48 www.energytestingservices.com mcaruso@energytestingse ...Maple Ave Greenport NY 11944.rup Building Summary Property Organization Inspection Status 435 Maple Ave Energy Testing Service's l V,, Results are projected Greenport,NY 11944 Michael Caruso . Model:N/A 631-244-2627 Community;Single and Separate Builder Sligo Construction Corp..435 Maple Ave Greenport NY Sligo Construction Cdip. 11944 Initial House Design n� . General Building Information Number Of 6edroorils 4 ` Number Of Floors 2 Conditioned FloorArea[s9uf?]__..___.___.___ 2;913 Has Electric Vehicle Ready Space No Unconditioned attached garage? __,___• -__Yes , Conditioned Volume[cu.ft] 33;249 Total Units in Buiidin9-- _—_._ Residence Type Single family detached Number of Floors In Building_,__-_-, Eloor Number - °'••• -Model__.____.— Community Single and Separate RESNE_UIECC 2006 2018 Climate Zone 4A IECC 2021.Climate Zone __.. __..4A.._. foundation WaftJ IN None Present , Foundation Walt Library is None Present Slab. A None Present � 1• 4�V, Slab Library List None Present r , i - 1 1 -yl , Building Summary Property Or4anization Inspection Status 435 Maple Ave EnergyTeslt(ng Services Results are projected Greenport.W 11944 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate • ' Builder Sligo Construction Corp.435 Maple Ave Greenport NY Sligo Construction Corp. 11944 A'•,., Initial House Design 16 ' Fra�rnecl�l`.o`or lu Name Library7ype Carpet Floor Grade Surface Area Location I Cant., 30(16l9.5)2(9.5)HPlywood; 1 -Above Grade 50.0ft2, ExposedExterlor Covered; Floor Above Basement,', 30(15/9.5)2(95)H Exposed „I j 1!` Above Grade: 1A65A ft2 Uninsulated Unconditioned, Basement; or Library fist, ` Name , Effective R-value 30(16/95)2(9.5)H Exposed.: 30(1619.5)2(9.5)H Plywood Covered: _ �I,.,. j`• 26.75, ,.ta. Name LibraryType Surface Area Location l Q . RimJoistAmbient R15t3; "' •• 136.0fe' Exposed Exterior, Rim Joist Garage, R15' 25.0ft Unconditioned,attachedg'arage Rim aiR,1ibr ty�l.st Name Effectjve Insulation R-value • 1 R15+3 18.00 � I r • Name Library Type Surface Color surface Area Location AmbientWalli R15+3{3613,5)1(.5) I'` '"-+,• Medium 2;460.0ft' Exposed Exterior Basement Wall' 35(16f3.5)2(:5)' Medium; 324.0.ft, Uninsulated.Unconditioned Basement I 6 d,,. Building Summary Property Organization "'!1 Inspection Status 435 Maple Ave EnergyTesting Services Results are projected Greenport,NY 11944 Michael Caruso Model:WA 631-244-2627 ' Community:Single and Separate z V' Builder Sligo Construction Corp.435 Maple Ave Greenport NY Sligo Construction Corp. , 11944 Initial House Design Name Library Type Surface Color Surface Area Location I Garage Wall, R15(16/3.5)2(.5)(IGW) at);;I Medium 225.0 f - Unconditioned,attached garage I • 1ItI�a11 Library List Name Effective R-value 15(16/35)2(S), 12.668 , I RI 506133M.5)(I6W)r 11`421 ts_I„ R15+3(16135)1(.5)• 16.6591 I ;IVf, Name LibraryType Wall Foundation Wall Is Operable Overhang Overhang Ft To Overhang Ft To Orientation SurfaceArea Assignmentl AssignmerN Depth Top Bottom ffle' 3030' Ambient Wall n ;It), Yes; 0 0 0 East 41.0fe ff2e(Rear),• 3030 Ambient Wall, Yes' 0 0 0 East 19.oft ff 2 s(Right)' 30 30 Ambient Wall '' '!,1 Yes 0 0 0 South 27.0 ft ff2w: 3030, Ambient Wall Yes 7' 1.6 5.6 West 12.0fe ff 2 w(Front). 3030 Ambient Wall Yes, 7' 13 5.4 West 27.0 ft' ff3e' 3030 Ambient Wall kYes_ 0 0 0 East 405ft ff 3 w' 3030 Ambient Wall Yes 7' 13 5.4 West 405 ft 1 1 sfIe•. 3030 Ambient Wall 4! Yes 1 13 3.8 East 13.7ft' A:, sf l e: 3030 Ambient Wall„ Yes' 1 12 2.9 East 6b fe sfI s; 3030 Ambient Wall Yes 0.8' 3.1 7.2 South 135ft' sf 1 S; 3030 Ambient Wall,,, Yes, 0.8, 9.1 13.2 South 135 ft' sflwi 3030 Ambient Wall: Yes V 13 5.4 West 135fe sflw '3030 Ambient Wall' Yes 1 13 3.8 West 1&0ft, sf2e� 3030• Ambient Wall Yes' 1 12 5.3 East 27.0 ft' �il 3 I ' ID,, Building Summary Property Organkation Inspection Status 435 Maple Ave Energy Testing Services Results are projected Greenport;NY11944 Michael Caruso ,•,,.�,. Model:N/A 631L244-2627 i Community:Single and Separate Builder'"I Sligo Construction Corp.435 Maple Ave Greenport NY Sligo Construction Cote. ''A,,,I 11944 Initial House Design I Name LibraryType Wall Foundationwalkr ,Is Operable Overha Overhang Ft To OverhangFtTo Orientation Surface.Area Assignment Assignment Depthng Top Bottom sf2w, 3030 Ambient Wall sl Yes 0.8 4.1 8.2 West 27.0ft' sf4w 3030 Ambient Wall Yes '0.8 4.7 10.8 West 495ft l � . Glazing Library List Name Shgc aid U factor 30 30i I 0.3 .' 0300 i ' Sk"ylight None Present I , Skylight Library Lis# None Present I Opaque Doar � , Name Librarylype Wall Assignment Foundation Wall" Emittance Solar Absorptance Surface Color Surface Area Location Assignment I � Basement Door Fiberglass Door Basement Wall 0.9 0.75, Medium 17.8 ft' Uninsulated ^5.,.. Unconditioned Basement Front Door Fiberglass Door Ambient Wall 0.9 0.75 Medium 20.0ft Exposed Exterior Garage Door' Steel Door Garage Wall 0.91 W5; Medium 17.8ft' Unconditioned; attached garage i I 4 ' SI Building Summary Property Orgariization Inspection Status 435 Maple Ave Energy Testing Services Results are projected Greenport,NY11944 Michael'Caruso^ Model:N/A 631-244-2627 Community:Single and Separate Builder Sligo Construction Corp.435 Maple Ave Greenport NY Sligo Construction Corp. 11944 IV Initial House Design Qpagae Door�WrAr Lis# Name i Effective R-value i FiberglassDoorjCOi Steel Door- U '5.00' � `RalOf'IrtsulattOn �` ?, � Name Library'rype Attic Exterior Area[ft'] Clay or Concrete Roof Surface Color Surface Area Location Tiles Roof SAR38(1619:5)1 1,619),`- No 'Medium' 1,619.0ff2, Vaulted Roof i Rflof�lnsulatio,,rt Library List. Name Has Radiant Barrier Effective R-value SA R38(16/95)1± "'N6 31.381 =Wt►o�1.loiise Infiltra#'ori � ^ Infiltration Measurernent7ype Shelter Class 3 ACH at 50 Pa To be blower-door tested> a �. 4 M;echanacai 1/e;tilatian Ventilation Type Ventilation Rate[feI operational hours Fan Watts Runs once every Energy Recovery Model Number 'Manufacturer Minute] pen$ay F three hours Percent Exhaust Only: 120 CFM' 24 30 Watts Yes' 0 V , _ I 9 Building Summary '4! Property Organization +'�' z V,;' Inspection Status 435 Maple Ave Energy Testing Services Results are projected Greenport,NY 11944 Michael Caruso Model:N/A 631-244r2627 a Community:Single and Separate Builder Sligo Construction Corp..435 Maple Ave Greenport NY Sligo Construction Corp. 11944 ' Initial House Design -•,! Lighting %Interior Fluorescent %Interior LED Lighting 94 Exterior Fluorescent 46 Exterior LED Lighting 95 Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0' 100 ;, d 0 100 0. 100' Onsite Generation None Present I I I 1' Onsite Generation Library List None Present I Solar Generation None Present Dehu idifier None Present tl . Dehumidifier Library His None Present 51 - Whole Flouse Fan None Present ! 6 • ! I 5 I •i LIT'. Building Summary. 1 Property organization i Inspection Status i 435 Maple Ave Energy Testing Services i'•� Results are projected. Greenport NY 11944 Michael Caruso Model.WA 631-244-2627 Community:Single and separate i Builder Sligo Construction'Corp.435 Maple Ave Greenport NY Sligo Construction Corp. ,! •. 11944 Initial House Design "�""*>' r�a�`m� £` "e�' '. ''-y,�• #`3 f•� � "� '� �+s*t�p,:ek.`a' �},a x i,•�� +�°�� i�� �c � None Present Condtt><on�ing�Equipment . Name Library`ype Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent load Location Cooling System L.• 16 SEER2 23.6K 'r. 0°b, 30%, 0 6i Unconditioned Basement 607958379}; /Crawlspace Cooling System 2?16 SEER218K(207904371) "09t, 50%1 016 Conditioned/Sealed Attic • i% HeatingSystem 7'ES%AFUE_flydro-Coi4.60k' - 50% 0%, 036, Unconditioned Basement OIL= /Crawlspace Heating System 2;3546 AFUE':Hydro-Coll;60k 9%,Conditioned/Sealed Attic Olt,` Water Heating Standard Oil'Boiler0.85! 1 D96 0165 100%' Unconditioned Basement /Crawlspace tli�Equalpy►,men y*pt->156 SEER2 78 C(2 7904371 j :y *W n,R.•.,, $Y ,tgt _EguiAN pmentTYp? __ _. _..___ __.__ . Air Conditioner ,__, Fuel Type Electrie I Dist nbugonType forced;Air MotorType _ _ _. ECM(Variable Speed) _Heat Pump SystemTY.Ae ---_n__- :.. .'UnspeSified ..__. ._... _._:,.__.. _. 1 o irng Efficiency- a— 16 SEER2 E�u;fprit�"nt�Type�1"6�:5�EF�2�26,x (20.�s9►58�79} ; �� �a E ui mentT; e__,.____ ArrConditioner 4wp __ YP _ ! Fuel Type Electric forceb Air. MotorType ___.. _._ ._ __PSC(Single Speed) HeatPum 5 stemTYPe_. _.. _Unspeafied_�: .v 6-aIing Efficiency 16 SEER2 I . 7 I � i � Building Summary .' Property Organization Inspection Status 435 Maple Ave Energy Testing Services Results are projected Greenport,NY 11944 Michael 4Antso Model.N/A 631-244-2627I�,', Community:Single and Separate Builder Sligo Construction Corp.•435 Maple Ave GreenportNY Sligo Construction Corp. 11944 Initial House Design •'I Irquiprrrei�t`Type• SQiAt'UEHydret Cb�1`fOkCltl '` EquipmentType� ' $oiler ' Fuel Type 011 forcedAlr Motor-Type ECM Variable Speed _Heating Effie�ency e°.,_�„_. ,_. `135 AFUE Heating Capacity(kBtulh] 60 Use defaultEAE No , _ .._...: _, _..._.._ _ rya..w_. .... ._._...... . EAE[kWh] 150 "' I {I Equipa�nt�T:ype.5tanda d°Q><�t3ciif� 0�8� ' ' � . W Va I EquipmentType Boller., ; Fuel Type w Oil v xV DlstnbutionType _.__� ,•.. ._.. _ __�__ _HydronicDehvery(Radia�t} _ _..._ .._. -.._ __ Hot Water Efficiency 0.85 Energy Factor Tank Cap_gty Ii I I il• ' 11 • ^5 H 'V. I 'I 1. leis I l I I • 11 I 1 I I I ly =1V1 I L I Building Summary Property Organization r ;;+. ,.�;'J,•, Inspection Status 435 Maple Ave Energy Testing Services Results are projected Greenport NY 11944 Michael Caruso Model:N/A 631=244-2627 , , Community;Single and Separate J' Builder Sligo Construction Corp.435 Maple Ave Greenport NY Sligo Construction Corp. 11944 Initial House Design 1. i aistribu ion =stermW DlstilbutlonTYP�_._.._._.__. .__. ., __.. Forced Air, " aV•;. :. Heating E _.. Q uipment Heating System l:^ _ CoolingSystem.l_ 5 .Feet Served 1,465!•• _#�Return,Grilles Supply Duct RValue ' �RetumDuctRValue _ ` 8 Supply Duct Area[fe) -395 55,! Leakage to Outdoors 58 CFM @ 25Pa(3.96,/100 fe) 58 CFM25_ Total Leakage Duct Test Conditions_ Post ibris ruCtiOn Use:DefaultFtowRateµ_"_°. Duct'1 _ Duct Location P_ - __ h n _8Asement(insulated basement celling3 Percent Supply Area 100 Percent Duct 2 Dual Location Condltlone_.. .d Space _ -_L.. Percent Supply Area w 0 Percent Return Area 0 ' � Duct 3 — Duct Locatlon Conditioned Spaces _. e Percent Supply Area 0 Percent Refum Area 0 Duct 4 Duct LocationConditioned Space Percent Supply Area 0 PercentRetui sn Area 0'. Duct _ _ _...__..__.. _ _ . - _'Conditioned5pace' Percent Supply Area _ 0 y, — i Percent Return Area 0 Duct Duct Location Condrt�oned.Space - Percent Supply Area_.__ Percent Return Area 0 ins V; I d t i T t Building Summary Property - Orgapi"tion 9 Inspection Status 435 Maple Ave Energy Testing Services Results are projected Greenport,NY 11944 Michael Caruso, Model:N/A 631-244-2627 Community:.Single and Separate y Builder_l Sligo Construction Corp.435 Maple Ave Greenport NY Sligo Construction Carp. .IV; 11944 Initial House Design Q tri�rution ys�kem Form,Air Heating Equipment a Heating System 24, - CoolingEquipment, Sq.Feet Served 1;448 _ftReturnGrilles_.. SupplyDudRValue 8 v RetumDuctRValue Supply Duct Area;ft� 390 46 wReium "lArea Leakage to Outdoors 25 CFM @'25Pa Q 73/1f�0 ftz} Total 25CFM25 _. Total Leakage Dud Test Conditions Post-Construction U_se Default Flow Rate Yes . uci .__ I Dud Locat+om Gondrtioned Attic(insulated walls andy roofdeck) Percent SuppiyArea 100 Percent Return Area 100 +l Duct ;DuctLocat�on. _ _: 'ConditionedSpace._•,,p, , ___�- ,.w_ _..._ _. Percent Supply Area^ 0 Percent Return Area w' 0 Duct3 Duct Location _ {ond+tloned Percent Supply Area - Per_cent Return Area o ,i Conditioned Percent Supply Area 0 Ducts Duct , catio_n Cond+tionedSpa4e Percent Supply Area A -j- -- o._ • Percent Return Area <0'�..-v..__,___;.m � ' Duct 6_ Duct Location Percent Supply Area 0 Percent Return Area A HVAC Grading Not Conducted V Ceflitn+g°F� Has_Celiing Fan __• __ .._ - w:_ No Cfm Per Watt 70.422'S3521' + , 10 i � I Building Summary I , . 'Property Organization Inspection Status 435 Maple Ave EnergyTesting Services Results are projected Greenport,NY 11944 MichaellCaruso Model:WA 631-244-2627 ' Community:Single and Separate Builder ; Sligo Construction Corp.435 MapleAve Greenport NY Sligo ConstructidnCorp. 11944 Initial House Design sV', Water[)isfiribufion WaterFixtureType_�_._-____._ _ __-_•,__:____-__ Standard Use Default Hot WaterPlpe Length No - HofWater Pipe Length[ft] At Least R3 Pipe Insulation? Yes _.a,r..__ •L1 _. _ __...._.-_ Hot Water Recgculatron System Recircutatlon System Pipe LoopLength[ft] 170 Drain Water HeatRecovery _ o._____ Clothes er u Fuel Type Electric _ Field Utilization Ti m,- __ —. _-.- .-- _-.___• erControis,_... _ Is Outside Conditioned Space No Clothes_DryerAyailable: .-_--- _ Yes--...___.j_._._ Defaults Type HERS Reference . Clothes Washer _Label Energy'Rating__-__ _ _ 400 kWh/Year Annual Gas Cost $'7.00 Electric Rate- Gas Rate $i.09/Therm Capacity .._.-..-_3 Imef 1 Defaults Type_ _ - : - __-.HERS; eference LoadType . ___.-.. Front Load _ _L'Dads_PerWeek__._:__.._..__._.,_..___ _ Is Outside Conditioned Space No Clothes Washer Available Yes Dishwasher Dishwasher Defaults Type_ _' __ _ _._.- Custom Dishwasher Size Standard - - -- - - •- -- --.- - -- - - - pishwash-er Efficiericy�-- 2- 270—k,h,-- • Annual Gas Cost $28.00 Gas Rate $1.09[rherm _Is OutsldevCond-itlonedSpace Dishwas WAr vailable Yes „I • Y V, a I. i Building Summary Property Organization ,., Inspection Status V. 435 Maple Ave EnergyTesting Services Results are projected Greenport NY 11944 Michael Caruso Model:NIA 631-244- 627 1 . J Community:Single and Separate Builder Sligo Construction Corp.435 Maple Ave Greenport NY Sligo Construction Corp. 11944 Initial House Design Vf+ Appliances ar�d 7�ntrols Programmable°thermostat2,.__.�_. ___ _ _ _, Yes Range/Oven Fuel Electric Convection Oven? IVo Induction Range? No :.I Ra_nge/Oven Outside[ondrtloned -- _ . ._:No_..._. Refrigerator Consumption _Space? 691 kWh/Year RefngeratorOutside Condltivned Spate? i- No ' N.otes MC0393 YV, i aV; 1 J .5l , I 1 I i.. a Generated by 'REScheck-Web Software -41 Comp is nce 'yCertificate Project Sligo Construction'Corp..435 Maple Ave Greenport NY 11944 Energy Code: 2018 IECC Location: Southold, New York ., Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270'deg. from North Conditioned Floor Area: 2,913 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) Permit Date: ! Permit Numberi Construction Site: Owner/Agent: Designer/Contractor: 435 Maple Ave Sligo Construction Corp. Tehn Design Group, LLC. Greenport, NY 11944 4. 1 Compliance: Passes using UA trade-off Compliance: 4.9%Better Than Code Maximum UA: 409 Your UA: 389 Maximum SHGC: 0.40 Your SHGC; 0.30 The%Better or Worse Than Code Index reflects how close'to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative fo a minimum-coda.-home. Slab=on-grade tradeoffs are no longer considered in the UA orkerformance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must rrieet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Roof: Cathedral Ceiling 1: 1,619 38.0 0.0 0.027 0.026 44 42 Ambient Wall:Wood Frame, 16"o.c. X, 2',480 15.0 3.0 0.061 0.060 126 124 Orientation: Unspecified Front Door: Solid Door(under 50%glazing) ? 20 0.200 0.320 4 6 Orientation: Unspecified '` , Windows:Vinyl Frame SHGC: 0.30 389 0.300 0.320 117 124 Orientation: Unspecified Garage Wall:Wood Frame, 16" D.C. ;f _2.25 15.0 0.0 0.077 0.060 .16 12 Orientation: Unspecified Garage Door:Solid Door(under 50%glazing) 18 0,200 0.320 4 6 Orientation: Unspecified 5I. Basement Wall-' Wood Wood Frame, 16" D.C. Orientation: 324 15.0 0.0 0.077 0.060 24 18 Basement Door: Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Orientation: Unspecified Floor Above Basement:All-Wood Joist/Truss 1;465 30.0 0.0 0.033 0.047 48 69 Cant.: All-Wood Joist/Truss 50 30.0 0.0 0.033 0.047 2 2 Project Title: Sligo Construction Corp. 435 Maple'Ave Greenport NY 11944. Report date: 12/19/23 Data filename: ":' Page 1 of10 .,I . , V •. I .fir. I I Compliance Statement: The proposed building design;described here is consistent with the building plans,specifications,and other calculations submitted with the permit applicatidn.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the ma'kdatory requirements listed in the REScheck Inspection Checklist. Michael Caruso- HERS Rater i� i�.L 2023-12-19 Name-Title Signature Date yr. c;..,... I ,I I ! J ,I I ^IuI•I I I I I I I I • i I ,I t , I 1�. Project Title: Sligo Construction Corp. 435 Maple Ave Greenport NY 11944 Report date: 12/19/23 Data filename: ' Page 2 of10 :y! I !: REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column isiprovided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirerrierit,will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified; Field'Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions. & Req.ID ' 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate - ❑Does Not [PR1]1 ;energy code compliance for the '' CO) :building envelope.Thermal [:]Not Observable i envelope represented on ❑Not Applicable construction documents. 103.1, !Construction drawings and ° ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 :lighting and mechanical systems, ❑Not Observable l� :Systems serving multiple �, ❑Not Applicable dwelling units must demonstrate compliance with the IECC !Commercial Provisions. j 302.1.1 1 Heating and cooling equipment Is;, Heating: ra ."u,. Heating: ;❑Complies ;Requirement will be met. 403.7 1sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 Ion loads calculated per ACCA Cooling Qj Manual J or other methods btu/hrg Btu/hr :❑Not Observable approved by the code official. ; ;❑Not Applicable ; Additional Comments/Assumptions: I. o ur. d l 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) !3'Low impact(Tier 3) Project Title: Sligo Construction Corp. 435 Maple Ave Gr6nport NY 11944 Report date: 12/19/23 Data filename: Page 3 of10 Section # Foundation Inspection ,'Complies? Comments/Assumptions & Req.ID 303.2.1 iA protective covering is installed to ❑Complies`' ;Requirement will be met. [FO11]2 protect exposed exterior insulation El Not J i and dextends a minimum of 6 in. belovlr ❑Not Observable', I grade. ;❑Not;Appli'table 403.9 Snow-and ice-melting system controls;❑Complies :Exception: Requirement is not applicable. [F012]z installed. ;❑Does Not' J ;❑Not,Observable ❑Not Applicable • , I Additional Comments/Assumptions: I , 1 t.l I • ' t ' 1 i I I la aIV,. , 1 41, s I � I , • I I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sligo Construction Corp. 435 Maple'Ave Greenport NY 11944 Report date: 12/19/23 Data filename: s'V:, Page 4 of10 I Section. ` , " • ,: s , Plans Verifies), Field'Verifled: Comments/Assum bons # Framing-%Rough-In I,nspeetion Complies? p & Req;ID •" 'Value, 402.1.1, ;Door U-factor. U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FR1]1 v ; ;❑Not Observable ❑Not Applicable 402:1.1, ;Glazing U-factor(area-weighted ; U- r- a0;,.; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not ;table for values. 402.3.3, :❑Not Observable 402.5.5 { ' [FR2]1 ;❑Not Applicable 303.1.3 U-factors of fenestration products ;: ❑Complies :Requirement will be met. [FR4]1 are determined in accordance ❑Does Not :with the NFRC test procedure or c`• V. "` taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier thermal barrier ❑Complies :Requirement will be met. [FR23']1 "installed per manufacturer's F' .1s r ❑Does Not instructions. ❑Not Observable ; IE]Not Applicable 402:4.3 Fenestration that is not site built r: x0 ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting s. ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC r 7 ❑Not Applicable 400 that do not exceed code pp limits. 402.4.5-. IC-rated recessed lighting fixture§t ElComplies :Requirement will be met. [FR16]2 1 sealed at housing/interior finish ,t ❑Does Not and labeled to indicate 52.0 cfm ,. t'o []Not Observable leakage at 75 Pa. g i d ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is + ❑Does Not >= 3 inches in diameter and >= F`'° '• R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for *4' diameter>= 3 inches and R-4.2 ;4 'V, I ;for< 3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 i boxes are sealed with ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code,as ``` ❑Not Applicable applicable. 403 3 S =•' Building cavities are not used as '4 , ❑Complies ;Requirement will be met. [FR15P ducts or plenums. ❑Does Not j §p. ❑Not Observable ., ❑Not Applicable 403.4 HVAC piping conveying fluids R= R- ❑Complies :Requirement will be met. [FR17]2 i above 105°F or chilled fluids ❑Does Not ;below 55°F are insulated to>_R-" t�, {3 =� j❑Not Observable ;01\lot Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not 4 . ,.:,I ❑Not Observable IE]Not Applicable 403.5.3' j Hot water pipes are insulated to ; R- ; R- ;❑Complies ;Requirement will be met. [FR18]? ?R-3. UDoes Not ;❑Not Observable ' ;[:]Not Applicable 1 High Impact(Tier 1) 2 Medjum Impact(Tier 2) 3.' Low Impact(Tier 3) Project Title: Sligo Construction Corp. 435 Maple,Ave Greenport NY 11944 Report date: 12/19/23 'Data filename: :; Page 5 of10 i I Section PlansiVerified Field-Verified' . Framing/Rough-ln InspectionComplies? Comments/Assumptions & Req.ID Value �u•;..." ,Value 403.6 Automatic or gravity dampers are OComplies :Requirement will be met. [FR19]2' J installed on all outdoor air IODoes Not x {intakes and exhausts. ]EINot Observable ' ❑Not Applicable Additional Comments/Assumptions: I. �J I I 'S1 • fit. Ini'..I A I 4 I i .11 1 I i I. I I I I I` I I 51 � I 1 I `41 I 1�, I, e ' i'I 1e11I I • i I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3,: Low Impact(Tier 3) Project Title: Sligo Construction Corp. 435 Maple Ave Gt,eenport NY 11944 Report date: 12/19/23 Data filename: Page 6 of10 'S1 I Section ` PlansiVerified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled #'' ❑Complies :Requirement will be met. [IN13]2 1 or the installed R-values ❑Does Not provided. ❑Not Observable I a ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- R- ;❑Complies See the Envelope Assemblies 402.2.6 E] Wood ❑ Wood :0DoesNot ;table for values. [IN1]1 ❑l Steel ❑ Steel I � ;❑Not Observable V" ❑Not Applicable 303.2, Floor insulation installed per ' ❑Complies ;Requirement will be met. 402.2.8 'manufacturer's instructions and ;^ ❑Does Not [IN2]1 in substantial contact with the r� underside of the subfloor,or floor ❑Not Observable ; :framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous ��-•' I insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing r ,: members. 402.1.1, :Wall insulation R-value. If this is a R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, �mass wall with at least 1/2 of the :0'Wood ❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ❑ Mass "" ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies (FR10). ;❑ Steel ❑ Steel ❑Not Applicable 10-0 , 303.2 :Wall insulation is installed per p. ❑Complies :Requirement will be met. [I1\14]1 manufacturer's instructions. , I' ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: o`• • tr'. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) TY Pow Impact(Tier 3) Project Title: Sligo Construction Corp. 435 Maple,'Ave Greenport NY 11944 Report date: 12/19/23 Data filename: Page 7 of10 i 1 Section Plans Verified" Field Verified * Final Inspection Provisions Value Value Complies? Comments/Assumptions &'Req.I13 402.1.1, I Ceiling insulation R-value. Ra R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood 0 ❑ Wood ❑Does Not table for values. 402.2.2, ❑' Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' i ;❑Not Applicable I 303.1.1.1,I Ceiling insulation installed per I❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. IE]Does Not [FI2]1 Blown insulation marked every '300 ft2. iU ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. J❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door Ri R- ❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the iV j❑Does Not ;adjacent assembly. ❑Not Observable ;❑Not Applicable ' 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 =:, ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 :ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. r ,❑Not Observable I ;❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100`'•' ; cfm/100 ;❑Complies :Requirement will be met. [F[27]1 determine air leakage with ft2 ftz +❑Does Not either: Rough-in test:Total leakage measured with a ° :❑Not Observable pressure differential of 0.1 inch 1. ❑Not Applicable w.g..across the system including ;the manufacturer's air handler enclosure if installed at time of hest. Postconstruction test:Total ,!V, leakage measured with a pressure differential of 0.1 inch w.g.across the entire system I including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4'; cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI4]1 cfm/100 ft2 across the system or' ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ' z)• .; ;❑Not Observable handler @ 25 Pa.For rough-in ; tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 ;by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ; ❑Not Applicable 403.1,1 Programmable thermostats au, ❑Complies ;Requirement will be met. [FI9]2 installed for control of primary i ❑Does Not heating and cooling systems and ❑Not Observable I initially set by manufacturer to 1 code specifications. ❑Not Applicable 403J.2 Heat pump thermostat installed ❑Complies :Exception: Requirement is [FI10]z Ion heat pumps. ❑Does Not not applicable. r' } !. IE]Not Observable -V ❑Not Applicable 403.5.1 . !Circulating service hot water ❑Complies ;,Exception: Requirement is [F[11]2 ]systems have automatic or ❑Does Not not applicable. i accessible manual controls. `,'., ❑Not Observable IE]Not Applicable 11 High Impact(Tier 1)`' 1.,2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sligo Construction Corp. 435-Maple Ave Greenport NY 11944 Report date: 12/19/23 Data filename: Page 8 of10 • it i Section 'Plans`Verified Field Verified, Comments/Assumtions # Final Inspection Provisions ' Value Value Complies? p '& Req.LD ,,.. 403.6.1 +All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 !fans not part of tested and listed' ❑Does Not HVAC equipment meet efficacy y ;and airflow limits per Table.' ❑Not Observable R403.6.1, i` ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback i control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable i temperature. is ; 403.5.1.1• Heated water circulation systems ❑Complies :Exception: Requirement is [F12812 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated ❑Not Observable ' return pipe or a cold water supply !• ; []Not Applicable pipe.Gravity and thermos- syphon circulation systems are not present.Controls for circulating hot water system r pumps start the pump with signal ' for hot water demand within the ioccupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. I 403.5.1.2 Electric heat trace systems i #❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. f515.Controls automatically adjust the energy input to the ❑Not Observable ]heat tracing to maintain the ❑Not Applicable desired water temperature in the I i piping, t 403.5.2 I Demand recirculation water ❑Complies ;Exception: Requirement is [F130]2 systems.have controls that ❑Does Not :not applicable. manage operation of the pump '13 r and limit the temperature of the 'u t ❑Not Observable water entering the cold water ❑Not Applicable ,.piping to <= 104°F. 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [F131]2' (tested in accordance with CSA `k ❑Does Not not applicable. B55.1. Potable water-side EE pressure loss of drain water heat` ❑Not Observable recovery units< 3 psi for ;4! ;, ❑Not Applicable individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units <2 psi for { individual units connected to three or more showers. 404.1 ;90%or more of permanent i r❑Complies I Requirement will be met. [FI611 'fixtures have high efficacy lamps: .,E; ❑Does Not ❑Not Observable ; }❑Not Applicable 404.1 1 Fuel gas lighting systems have 4 ❑Complies ;.Exception: Requirement is [FI23]3 no continuous pilot light. ❑Does Not not applicable. '❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. '`r + ❑Complies ;Requirement will be met. LF17]? 1 .; .4, ❑Does Not ❑Not Observable ' + " ❑Not Applicable 1 High Impact(Tier•1) ' 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Sligo Construction Corp. 435 Maple Ave Gr.'eenport NY 11944 Report date: 12/19/23 Data filename: Page 9 of10 r • section Plans.Verified' Field Verified # Final Inspection Provisions - Value Value Complies? Comments/Assumptions & Req.ID L. 303.3 Manufacturer manuals for `. "i I, ❑Complies ;Requirement will be met. [FID mechanical and water heating ❑Does Not systems have been provided. ' , ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 6 � I t , 1, I I L i 1 I t. 1 i t, I � I I I i 5l � I 1, 1 High Impact(Tier 1) I 2 Medium Impact(Tier 2) 3', Low Impact(Tier 3) Project Title: Sligo Construction Corp. 435 Mpple;Ave Greenport NY 11944 Report date: 12/19/23 Data filename: 5 ;� Page 10 of10 i • j , •4! 2018 IEC•c Energy Efficiency qdetificate ' Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 3t8.00u'' Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.20;!�, CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: I Comments 1. ,1 • , d r .1 1 Lf,r I I � FIELD INSPECTION REPORT DATE COMMENTS b C�7 FOUNDATION (IST) y V` ------------------------------------ C FOUNDATION (2ND) l Y fVV DWV1cn o UKi � ROUGH FRAMING& y PLUMBING 1 o �4 W . �►� I ' . wt N1�✓ r INSULATION PER N.Y. STATE ENERGY CODE CO FINAL ADDITIONAL COMMENTS p r 4 • l t� 2.4 u,.col j o e a---( o••-, ✓<< �( (tl ,Dh 1 0 • 2 • 2'F a c. G D°-0 G 2 Z o o � v dx 4J �y Fot r�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631) 765-9502 https://www.southoldtownny,gov Date Received APPLICATION FOR BUILDING PERMIT E � L11 For Office Use Only PERMIT NO. v Building Inspector: M? R 5 . �' � r +k{ w r§cr+�r�d��1 A � +� :�� PF ��1fi �,.„�i�,a� 3 s� �'�'���d 1 a! . � L¢ ✓�p i 8�rr'c�'S�n w'�7d V . Applications and forms must be filled oat in their ehtirety incomplete � ,,:f";D^, ,r.z t �ap�lications will not be accepted Wherethe gl3plicant is not the owit+eri�ang�,���-� �F�;;d'a•:. ���= � '��_���t N Quuner's Authorization forKn(Pale�)shall be cortl�leted F U= d f i 60 a ari S'o i3 hi f" d � Date: QIJUNER OF PROPERTY ;` �r z fv r tiff x w'„� gig, S ..,..t�.. 't ' �"`,•.�.fi.;.;�)w 41�'kr"�S,ai 1 :S.e;t w';n.,4:.Name SCTM#1000 Project Address: �' ® Phone#: (p Email Mailing Address `T ' r3 S^-, r 5x :3�K�.v � ✓i � s b�. 7 2r + "� s 7 1 'W �." ✓' a}� � C �3 j �. �mvt.t..0 yr A,w`.:i..v .,::.E.?.�r;<`,'k.r�im.,a,v.[,U -r, . �,a ..w.V- 4 ��' +t, �a.`:3Yrv� "tu ld'.r,.°drt,,,�?rq�.vvG "'^?^FA.r,�t'wu�.�iY� v". i,l...., '"�' a.z�,. m; Name:__. L �-7 MailingAddress: .,� _....... ...l, _�ws,:.. .. 1,J � :. Phone#: „W '�.�tiTj^ MW+J Email 4 DESIGN PROFES510NAL INFORMATIONY a' t 7 t .���.� �• r,+ �. �.Y..:, fr_ <�.�a r"„,C, 'YFncY. .,,��".. �,,,gip?,'�,FsY''+�c,Ji."r,�;'h$Y���a�t,si~ Y„'�.Y� ��"<.etYSv sf�.� �.,Y''�mh.�>a,�.�.:y. .��ar��'.,,m �r'�.vYr,_s,.�x Name r Mailing Address Phone# Email Q,� ��l �s Cis x � t..ga.,_�,,.�_tn.aF..�, 4 ra.,,„,a H`✓ . °x °, ,,e5 ab.a 1 �Y cj,Y.,,z9�vs �N�` iT:�+ Yt,,.,;€' .°s,,.,,3'rde ? ��1.�.;- ,M 4S. '+.�s-�. a� „Ft i�Name: r " Mailing Address: I. Phone#: Email �) ✓tip. DESCRIPTION OF PROPOSED CONSTRUCTION N� ° r 4 Y 2.'FL Vim%'561 ew Structure DAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Le ,e'w+l ) f. bV-V $ F Will the lot be re-graded? []Yes RKID Will excess fill be removed from premises? ❑Yes fd0 1 r} aT,..�Y PROPER 'r',IxNs?F Ot R)sMA.:TION ` jl r �m s tit pr e o Existing u rty Intended use of prope sf operty _ .� ...a..,�._w....�...�r �. .�:.r... _.K.,�,..��.. .._�.��.-........��..5,..... _.�._.�: ��►_�.��. _gip. f � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes N4101F YES, PROVIDE A COPY. 0 Check;Box After Read ing ,The owner/contractor/des�g professional is rsponsi6'ie fob all drainage andstorm v�ratek issues as provided by .'kut anti e::E ..iA 1,,.,w . „�P..i.rr rh,g,n), r�.s=%i;; < .,:1 v�,u!hsxr ^�k 1 .r'4,i .:r�4,:::. t r; ».�.,rtb:�J , Chapter 2 6 of the Town Cod}e�APhUCA?iON IS H REf Y MADE to the;euilding pepartment for the issuancerof a Building Permit pursuant to the BuildMg Zone;� Ort��napte of the ToW,n of Southold Suffolk,Caun ,New,Yafk and other applicable Lave,Q mar%ces or Regulatwns�for the construd�on of buildings, ,:NEy .>Rti r.�y:;:: rt✓ 4„�-. �, ,w;.�:a. t,..,.>.-',!.b�1 ...fir '' .,,,i "k E �.�' additions,alteratlt�n;:6�r fdF reihovai or dennol�tibd as I�err±inxde5cnb�d a The a�pptic"ant agrdes t'b cdmply w�t� all kpplitable laws;ordinances,bu til7ng cgde, ; 4 2 Y housing code and regulations and to admit authorized innspectors on premises and m bu�ldingls}tar�necessary inspections fare statements made herein are unisha Ies a Class A misdemeanor pursuantto 5ection'210 45 of the NeVu York State penal�Latn► _' r 3 y,'+`` f K l' ' Application Submitted By(print na e - ❑Authorized Agent Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF ��),Q S:!�V-n being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, p (S)he is the ���1f1/��i WAJ \sl (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 5—day of 202 / Not _ Publ' �.5'fAP54� 16taw Polo.state of gi1a�'4 PROPERTY OWNER AUTHORIZATION P�o•UlSCd 5U7i�C'm Qiial�ie F 5 '�an.6t 2 , (Where the applicant is not the owner) Cn�ny„-1s<•:. I, X*Budilding ' ing at horize to apply on my behalf to the Town ofartment for approval as described herein. Owner's Signature Date Print Owner's Name 2 114. �O�gtlffLIC,wr�,�� ��L BUILDING DEPARTMENT- Electrical Inspector OWN OF SOUTHOLD u��d'r�O6a11 Annex - 54375 Main Road - PO Box 1179 p �n°� -1° Southold, New York 11971-0959 Aire � y0e' Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny aov — sea nd(cD-southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: e u b a.0 e( C )Z c-'(ft- LUC, Electrician's Name: a; bauer License No.: �?��? �y Elec. email: h"Jb"-er,P10e.C+r1` Elec. Phone No: S1 141 request an email copy of Certificate o Compliance Elec. Address.: q04 B Lei i cN -1'c n Nemm, Wes+ (?63b )on a )I-701 JOB SITE INFORMAT'--Poo Name: _ h U/1 uva y Address: 1 3 be- .e- =raena�� (, Cross Street: c Phone No.: S f (� v a- Bldg.Permit#: .-3 email: Tax Map District: 1000 'Section: Block: Lot: BRIEF DESCRIPTION OF WO K INr i inF .qr.) iAPP FOOTAGE (Please Print Clearly): s�j n ------ Square Footage: , Circle All That Apply: I , Is job ready for inspection?: r' YES U NO ❑Rough In I [] Final Do you need a Temp_.CertifiiQate?: �► Y ❑ NO -�— Issued On Temp Information: (All information required) f Service SizeN11 Ph❑3 Ph Size: a DP A # Meters / Old Meter# KfNew Service[]Fire Reconnect[]Flood Reconnect Service Reconnect Elunderground 00verhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? R Y N Additional Information: PAYMENT DUE WITH APPLICATION 't ( Z 2q 46t. f e-C-4- 10-1822 ap * S0S3S �SOFFo�,��o P BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD e _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 V. �'jfj0 �a0� Telephone(631) 765-1802 Temporary Certificate # I Date %JA1 of 2024 Customer Name_ Electrician Name Cr ir Address it ffidpit LA jtl!) « Phone (�3 �'� • 3 5� e-mail e-mail Ae1, 6#-ae_/eJt c4vj M • • cowl Phone License# 9 8tO-7 1M Size DO A Phase Overhead Underground 00000 #of Meters. Remarks #of Underground Laterals 1'. 2 New 60/ "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y v Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 d r date above. Authorized by BUILDING DEPARTMENT- Electrical Inspector �� � e�t TOWN OF SOUTHOLD x ofq.vLicf�all Annex - 54375 Main Road - PO Box 1179 ® Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.aov - seandCcD-southoldtownny.dov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: i Company Name: Neubouu O e c-'(fe, Electrician's Name: A ; &OLUPIK License No.: Elec. email: Elec. Phone No: in I request an email copy of Certificate o Compliance Elec. Address.: CIO Lehi 'tDn ✓d4%V-e Nest (33b )-n & )I-7U V JOB SITE INFORMAT--- - havdy Name: PryU/ Address: J 3 )Z e- 0 Cross Street: i' Phone No.: s' 1 o D- BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION.OF WO K INq i rnF .qrVAPP FOOTAGE (Please Print Clearly): mom Home- ip-t-- ---- -.--__ __ Square Footage: mac, Circle All That Apply: I 1 1 Is job ready for inspection?: YES ❑ NO ❑Rough In [:] Final Do you need a.Temp Certificate?: YES ❑ NO Issued OnZlt Temp Information: (All information required) Service Sizem1 Ph❑3 Ph Size: A # Meters Old Meter# New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect Jnderground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y Additional Information: PAYMENT DUE WITH APPLICATION 0. `1 ( 2I2q f-e_c-A- I o'I 822 g p _,+r 5-0S3s PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. WAD PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used .Sub- .,,MPsi,., Have Used Comments Neubauer Electric,LLC bauer■ 407 B Lexington Ave MAR 2 4 2025 West Babylon,NY 11704 electric T 631.587.3751 F 631.321.0873 neubauerelectrica,gmail.com Paul Davey Cell: 516 204 2222 JOB: 435 M 9 p'I e';La" G ree n p o rt House: - Ulu �btlk_ �o 200 Ampere Underground Service 6v 1 C Al Wiring of control panel for Fuji Septic system with shut-off switch Run one separate 20 Amp circuit for Septic system Wiring of 2 zone oil-fired heating system with indirect hot water heater g1c)J 12 -Junction boxes for electric radiant heat system with flexible conduit run to floor Install 2—Thermostats (famished by others) 2 - Separate 15 Amp circuits for electric radiant,heat with breakers 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 seprarate 15 Amp circuit, AFCI Receptacle for microwave with separate 15 Amp circuit, AFCI Hook-up of exhaust hood with separate 15 Amp circuit, AFCI 1 - GFI Receptacle at panel box with separate 20 Amp circuit Wiring of gas fireplace Door chime system r Re 4-Weather-proof Receptacles 2- Garage door opener Receptacles 1 - Sprinkler Receptacle /0 1 - Island Receptacle 54 - Decorator Switches 10- Decorator 3-way Switches 2 - Decorator 4-way Switches V/ 4 - Sections of LED tape fighting at kitchen 1 - Remote LED driver for tape lighting 80- Recessed fixtures, LED 1 — Pendant fixture exterior i 2 - Island fixture locations 1 - Chandelier dining room 1 - Chandelier foyer 5- Ceiling fans 5-Vanity fixtures 8 - Exterior fixtures 1 - LED Flood Light 6- Porcelain fixtures, LED (attic garage) Bath Fans; 5 1 - Programmable Timer Neubauer Electric,LLC uba uer 407 B Lexington Ave ,^ l,.. West Babylon,NY 11704 ti electric T 631.587.3761 F 631.321.0873 neubauerelectric(cc�gmail.com 5 - Smoke detectors 3 - Smoke/Carbon monoxide combination detectors 1 - Heat detector(garage) 10 - 15 Ampere Arc Fault circuits (or as per Code) 1 -20 Ampere Garage circuit with GFI circuit breaker 3 - 20 Ampere Arc Fault & General Circuits Finished Basement 24— Recessed LED fixtures 2— 3--way Switches 1 —switch 2— Exhaust fans 1 —Timer Pool House 91 n b+ bocKe,,J 1 -Weather-proof raintight panel box Electric hot water heater with separate 250 V It 0 Amp cir,,uit 1 — Electric heater, 2', with integral thermostat 1 — Dedicated 250 Volt 20 Amp circuit(future A/C) 1 — Disconnect switch at exten , (future) 11 — Recessed fixtures LE / 4 — Recessed LED fixtures\/ 1 —Vanity fixture ✓ 2— Exterior fixtures/ 1 — Nutone Standard 50 CFM exhaust fan 1 — utility fixture 1 — Fan box location with blank plate/ 1 —Smoke Detector(120 Volt) 2—GFI Receptacles (bar& bath/_ 1 — Refrigerator Receptacle 9— Decora Receptacles 1 —TV Receptacle at 6'0" 1 —GFI Receptacle at peninsula 9—Decora Switches f / 1 —Weather-proof GFI Receptacle"' 1 —20 Amp Bath circuit 1 —20 Amp Bar circuit 2 — 15 Amp AFCI circuits 1 - 1 '/4" PVC conduit from basement panel box to cabana panel box 1 - 100 Amp feeder from house to cabana Install one 90 Amp Breaker in Basement panel box Install one 1 '/4 " PVC conduit from basement adjacent to panel box to cabana c�- Scott A. Russell SUFrQ'r&� S'7C'01KMWATEIK SUPERVISOR N MANAGIEMIENT z SOLTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: 16 S -',�` (Pri fSign. re) Contact Information: S�L (E-Mail 8 Telephone Number) � Property Address / Location of Construction Site: S.C.T.M. #; 1000 District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! - Area of Disturbance is Greater than 1 Adre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. DEC Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. `3` Reviewed By: Date: 7 P()RM x CM('P-Tr)C C)rtnhPr W1 I q 9 ceir 6 C V, S.C.T.M.# DISTRICT 1000 SECTION 35 BLOCK 8 LOT 1 .3 #R-24-0218 ENGINEERIS CERTIFICATION REf--LOIRED. DWELLING 16.5 4" SDR 35 SUfft11- P.E- Or, P•^ rr1"RT1rICATKSN ITCH 1/8"/FT rer. IN9�"ALLATION ANP CONSTRUCTION 0r IA/OWTS GRADE 15.0 GRADE (14.7) GRADE 5% MAX EL(14.5} r-rn r,74ALA PRQVAI,. C/O TO GRADE INV13.16 DIST INV12.96 INV13.61 INV13.36 INV13.06 Box EL13.13 INv12.e (2) EACH 4" SDR 35 4" SDR 35 8'Ox6'DEEP PITCH 1/4"IFT x PITCH 1/6"/FT LEACHING POOL 0 0 17 O71 7_1 O EL8.47E EL7.1 SANITARY DESIGN BY: FUJI CEN5 EL7.1 RICHARD M.MATO A.I.A. HIGHEST EXPECT. GROUND WATER EL 0.9 PO BOX 2284 SANITARY INVERTS AQUEBOGUE NY 11931 PHONE:(631)523-5879 EMAIL:RMATOARCHITECT@GMAIL.COM rYPICAL SILT 022.45" SCREEN SECTION 1 A/O WTS Fuji Clean BRED Ate V 1.65" OWtEI(TILE FABftlC C \cj� y/j• 1 INLET, S��P� O�P D M. if. A 70UTLETS FLOW a CTION M00D°R METAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES O .65" PERMIT FOR APPROVAL OF CONSTRUCTION FOR A EXCAVATED AND 'r BOX ACCEPTS: RACXTTUED TRENCH- 'q,xe "�" �• 1 SINGLE FAMILY RESIDENCE AND LIGHT COVER#3009C TOP VIEW HEAVY COVER#3017-C20 EXISTING GROUND Pool House(0 Bedrooms) GRATE #3017-G20 _ 6"TALL RISER#3009 _� DATE 2/26/2024 H.S. REF. NO. R-24-0218 041 g61 12"TALL RISER#3009-R12 / -✓`" sj Qt� 23.55. L_ APPROVED (Ek �PF y NDCAP TYPE , rNNMLFq OF N b TOTAL MAXIMUM EDRO&AS 4 xo O, LEVELING DEVICE EXPIRES THREE YEARS FROM DATE OF APPROVAL RICHARD M.MATO A.I.A.NYS LISC#041867 DWELLING WITH 4 BEDROOMS-NO GARBAGE GRINDER 2-INCREMENT, r'- ?:b:'" BOX SEAL, REQUIRED OWTS SYSTEM FOR 4 BEDROOMS 440 GPD TYP. :;4:; POLYLOK SEAL T #3001 TYP.4OPLCSTYP. NORTH ROAD PROPOSED SEPTIC SYSTEM FOR 4 BEDROOMS MIN.12"COMPACTED SAND OR (1)FUJICLEAN CEN5 500 GPD(OATS) PEA GRAVEL LEVELING PAD V)LEACHING POOLS 8'Dx6'DEEP POLYLOK 20"D-BOX FRONT/SIDE VIEW tv MATERIAL-HDPE I 0)EXPANSION LEACHING POOLS o LAND N/F OF DISTRIBUTION BOX PoMok DETAILS ANTHOULA KATSiMATIDES SANITARY NOTES 5 DWELLING W/PUBUC WATER 15Y 1.THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I OPa N 55 Q25'20"E �5 1 171.17' 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAKI ENENANCE PROVIDER AND THE SHALL BE PROVIDED TO THE SCDHS Z 3.PROVIDE A 2'VENT PPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE 1 THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS DWELLING ELECTRICAL PANEL ti 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CEN5 UNIT ON THE OUTLET PIPE I a 1 lid F f t Q DWELLINGS + Uj 1 I W/PUBLIC WATER 1 I I CIRCUIT i BREAKER 1 Q 30AMP I / bo DEDICATED t \ 1 I IECTRICAL SERACEm 1 �,i'� EXP. 1 8'Ax4'DEEP 1 HYDROACTION CONTROL PANEL PROPOSED DRIVEWAY 8' 1 OVERSIZED FOR ) LAND N/F OF MfN I POOL WASTE WATER 1 SUMMIT ESTATES GRADE ELEC.SERVICE TO CONTROL PANEL (D•W j I000 GAL. t -,% 1 HOMEOWNERS ASSOCIATION INC ELECTRIC AND AIR SUPPLY HOSE TO 0 L.P. 8. S.T. i /..A�W./ 1 VACANT 150 '• " C \ CONTROL PANEL AND AIR MP ' •� r.f, 2"SCH40 PVC VENT PIPE 8'ex4'DEEP MIN C.O. /Y EQP/ CONTROL \ 7 j 8'Ox6'DEEP 15.0) = SHOWER 1 ::,'";:« ';::/• PANEL V (i5 ) 4'x4' PROPOSED:s :25,7' ::: aooL HOUSE 1 EXISTING a 1 LP is :GARAGE:c'ii W/HALF BATH Z 1 GROUND ( 1 GF(15.5) b FFL(14.5): ��� `. 36.6 A 3 f.� �"-'� 53.3' � P�RG�A v AIR HOSE AND 5' 51 DP :'`;: 4. , ELECTRICAL SUPPLY N LP MIN 5' 0000 ` ='' = ::: 3 �/ °O , TP TREATMENT UNIT 1 B0x6'DEEP MIN CEN5 /0/ 36.7 L6; PROPOSED:: 1 � � Iri:.::2 STY FRM:::::::;: FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD F� y� ; :::pyyELLrNG::~ = /a v #435::::::::::::: / 1 NTS m ; aeEDRooMs:::: z � 1 EXP PROP.U.G.UTILITtES CHAMBER Volume al 1 \ '' ;` i ' :I: :::'-• ::::::: 1 Sedimentation Chamber 198 I W w w Anaerobic Filtration Chamber 198 i \ PROPOSED"AIM LIIr \ (15.0) Aerobic Contact Filtration Chamber 95 1 \ I LAND N/F OF ® Clarification Chamber 44 1 `I Ce I D.W` \ I 999 LONG ISLAND AVE REALTY LLC Disinfection Chamber 4 COVER z 11 i LP �../ DWELLINGWIPUBLICWATER150' Total Volume 540 MN<•DIA TO GRAPR3 v FftSHED GRAB I I GAS / / SDR 35 PVC PIPE OR EQUIV. PITCHED IIR'PER FT.MIN. NI / SPECIFICATIONS INLET / 12 Anaerobic Media PP/PE ® ®A® ® / If ELEV. 15.7 Board Type Aerobic Media PVC I PP/PE ® ® ® ® If 1 // �� / SM LOAMY SAND 17 Aerobic Media PP/PE ® ® ® SANDY LOAM 3.6' Blower 2.8 cfm F�N / / - ® ® ® ® Fm ® ! 1 / / COARSE Tank FRP ® ® ® ® ® ® f / i / // ��1 Sp SAND Piping PVC/PP/PE I 1 / / / W/GRAVEL 10.6' Access Covers Plastic/Cast Iron A ER 1 \\ ._ /// MIXED Disinfectant(Optional) Chlorine Tablets SAND 'I \ - __ ------- / SP W/GRAVEL I / / / WATER IN HIGHEST EXPECT C_ TS _ Fuj1Clean USA LEACHING POOL f I MIXED WATER EL0.9 Toward Clean Water... i - // // // // SP SAND SCUM BAFFLE B -__--- ,/ / / �p W/GRAVEL 45' SHAWN M.BARRON M.S. ,,-RECIRCULATION I r // // // JULY 19,2022 AIR LIFT PUMP "INFECTION CYLINDER(OPTIONAL) ` / 4"INLET PI •OUTLET PIPE !,-4,* -- ��e S 55025'20" W 186.74' EFFLUENT I INLET GAFF © ® AIR LIFT PUMP LAND N/F OF ANNE MARIE I DWELLING WIPUBLIC WATER 157 RECIRCULATION PIPE FLOW BAFFLE � 3/4"AIR INTAKE FLOW OPENING(TYP.) (CLEANING OPENING) B PLAN VIEW DRAINAGE CALCULATION DWELLING VI/COVERED PORCH&PORTICO:2040 SQ.FT. DISINFECTION 2040 x C.166=339cf REQUIRED zD"AccEss covE zD"ACCESS COVER za"ACCESS COVER CYLINDER(OPTIONAL) (2)8TIA x 4'DEEP DRYWELL=354cf PROVIDED THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL (TYP) (TYP) (rYP) LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. ,.� COVER AREA: 51,&0.79 SQ.FT. or 1.19 ACRES ELEVATION DATUM, NAVD88 'I aLb r-0• (rNREAOEDt SQUARE e• UNAU7HORIZD ALTERA77ON OR ADDIRON TO THIS SURVEY IS A NOLA77ON OF SEC770N 7209 OF THE NEW YORK STATE EDUCA7TON LA COPIES OF THIS SUR VE Y ,Vol ?� ••. I W.MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ,•© CONCRETE BASE ONLY TO 7W PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON CLEANOUT BOX LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS77TU710N, GUARANTEES ARE NOT TRANSFERABLE. CLFANOUT THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ADAPTER ADAPTER NOT INTENDO rO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADD17701VAL STRUCTTRES OR AND OTHER IMPROVEMENTS. EASEMEIV75 30 WG„EE FlnING AND/OR SUER RFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7E-ED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY ® SURVEY OF: DESCRIBED PROPERTY �' OF NEy � CERTIFIED T0: SLfGO CONSTRUCTION; © ® MAP OF: N Ite M' wo �o Flow FILED: C- 3EWERLNE SITUATED AT: GREENPORT r CLEANOUT DETAIL � 0 NTs TOWN OF. SOU;HOLD ��, KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �s osOssz Q Professional Land Surveying and Design F SECTION A-A VIEW ,.art P.O. Boa 153 Aquebogue. New York 11931 FILE # 223-750 SCALE: 1"=30' DATE:DEC.20,2023 N.Y.S LISG-NO. PHONE (631)298-1588 FAX (631) 298-1588 S.C.T.M.# DISTRICT 1000 SECTION 35 BLOCK 8 LOT 1.3 #R-24-0278 E NGI NEERPS CERTIFICATION REf UIREft. DWELLING 16.5 4"SDR 35 SUEMIT P.E.OR R.A. CERTWICATION! ITCH 1/8"/FT FOR INSTALLATION AND CONSTRUCTION or IA/OWTS GRADE 15.0 GRADE(14.7) GRADE 5%MAX EL 14.5) FOR FINA L APPRO VAL. 7EL INV13.18 DISTi INVIP-96 IN !8.47 INV13.96 BOX' EL13.13 1 INV12.8 (2)EACH 4"SDK 35 8'OX6'DEEP x. PITCH 1l8"/FT LEACHING p o POOL p p pppopp EL7.1 EL7.1 SANITARY DESIGN BY: FUJI CEN5 RICHARD M.MATO AIA HIGHEST EXPECT.GROUND WATER EL 0.9 PO BOX 2M AQUEBOGUE NY 11931 SANITARY INVERTS PHONE:(631)523.5879 EMAIL:RMATOARCHITECT@GMAIL.COM ss scmDK IA/OWTS Fuji Clean 0221.E yc�P�DCy/r 1 INLET, ww"rt wm M.Mq FO 1 7OUTLETS '� 10°P w°�'� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 020•6W PEFMAIT FOR APPROVAL OF CONSTRUCTION FOR A mcmitv"0umo'1pi'• SINGLE FAMILY RESIDENCE AND * I LBIGHT COVER C3009C ; omno aolam Pool Hwse(0 Bedrooms) TOPVIEW HEAVY COVER03017-C20 GRATE 03017•G20 WTALL RISERM3o09 DATE 2I2mm H.S.REF.N/o�.� R-24.0218 041 B8� 23.55-/iTTALL RISER p3008 R72 APPROVED �VUYIHy/. OF NE`N o . DGAP TYPE :t f j EXPIRES THREE YEARS FROM DATE OF APPROVAL ovAL LEVELING DEVICE _1 RICHAFID M MATD A.IA.NYS USCM041861 � A � •I ta•, DWEDLNOWnH4SElXW.R•IDGARBRMQDOEI VINCREMENT. :;r;X;:I.• BOx SEAL NORTH ROAD I REOLM ONTS SYSTEM FOR AfDROOVS440 GPD TYR tc 3.:4. POLYIAK SEAL RBPOSMSWMSY51EMFOR4BEDRDOWS 7' MIN.12'COMPACTED MIN.iT COMPACTED SAND OR (1)MKLEW@65s)GP0(OMS) PEA GRAVEL LEVELING PAD ! M LEAWNO POOLS SOISWEP POI.riOK 20•D•BO% FRONTASIDEVIEW b 0)DFAWAGN FAOM POOLS MATERIAL-HDPE p LAND N/F OF DISTRIBUTION BOX PoMok DETAILS ANTHOULA KATSIMATIDES SNFTARYNOIES 5 11WEIIPIOW)PLIBDWATORi50' I I I.IFEOARS ISTAILER SHNLIOLDAN EWORSOMIT FROMPE SIEFOLKOOINIY DEPARTMENT OF HEALTH i �eP¢ NSS°25'10"E A5 I 171.17' A3 2 AN DIEDITED NAWN IN OWIRACTff1WEDITIE N4MOENMMPROVDER AFDW OVmEDTO 3 PRMMA7 VENT PPE M MW ONTSTO TIE I)WEL ANDC FECTTOIFE SANITARY VEMNGWIRRM1FE MUSE f it w 1 L I TFEVENTFIFE9WLff PROM TONAIDTE 0Hf950PNYlIWDWILLDRIWTIN/PADIIE OMS rnv¢ua°¢EcrwcaL PAN¢ +I o 1(' I 4.AN EFLLFNTFRTSR M BE ISTALMIJI Bt7IEA[LESS OOVEROFDE CENSUI TOY THE OURETPIPE I !I 1 I I w DWELLINGS I I \ I I wp W/PUBLIC WATER duo DEDICATED I ��-� �• 1 8m140EID 1 OVEfS®FOR ( LAND NIF OF DpAY r I SUMMTr ESTATES I N>Q4 I PDDLwasTEwaTER F ELEC SERVICETO CONTROL PANEL (O.W� r 10M GAL i /A p,yM,� HOMEOWNERSASSO ASSOCIATION INC GRADE ELECTRICANDAIR SUPPLY HOSETOO S �� LP• CONTROLPANELANDAIR MP AM I /� ?� 1 .1•:r•1:iti "!.t.' f I ' TSONDPVCV:NTPPE 89z4VEEF C /YPPPL EO°� f P j•''1:....�. 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PANEL 51 F 1 SBx611FEP 5.0) :.ppOp05FD;:: 4'A' ;..r 1 iEfiET[ eE' POOL NOLSE � 1 LP FE+2oAnArfF::eEFi° GROUND o -- --�.I -aka ------- --- ..�..:.:::<::;: - - ------ -. - -36:6 - 4 AIR HOSE AND S LP I D on IN MIN 6' rF 36.7 ELECTRICAL SUPPLY I ) E`•'''`�� / TP TREATMENT UNIT i 1 MIN CEFIS ="" a� ;�E gdl ,k'r:'PSDwTWite�iFf'�! � j 1 FUJIMAC AIR PUMP ON PRECAST CONCRETE PAD NTS Ig 5 ( EXP ::EE3F1u w7 E;tF F 3D tE:tFmtao :E:s a Ate+.` 1 1 _ •--_ 1 -�- PR O.U.O.P UrILITiEe_-- '`'!!(>,y\:•:•i CHAMBER Volume(gal) ?'`ss•':'FFr�;;4i EFi:;:E?F::;: I Sedimentation Chamber 198 'I " RYA'OS®WAIERIX 1 Anaerobic Filtration Chamber 198 = I \\ 05.9/ (15.0) \\ ) LAND N/F OF Aerobic Confect Filtration Chamber 95 1 o CladBcation Chamber 44 w I \ ®d/ -N \\ 999 LONG ISLAND AVE REALTY LLC Dlsirdeclion Chamber 4 ram g \I r I LP �� DWEIINOWIRIBUCWATBtl50 Total Volume 540 nmw�omm�. ro Toss® a � GAS SPECIFICATIONS '•k _ ! / 1Z ELEV.15.7 Anaero °Media PP/PE ® ®�® ® If 1� ! � / SM LOAMYSAND 1_7, ES Board Type Aerobic Media PVC!PP/PE ® 05 en ® = f #.1 1 / % SM SA,DYLOAM 3.6' Aerobic Media PP f PE ES ® ® ®®® f �' I ti COARSE Tank r FRP m - ® ® ES ®®® f } 1 /i / / �A\ SP WISvEL 10.6' piping PVC PP/PE 1 MIXED Access Covers Plastic l Cast Iran �-- + a: I 1\\ /i S AN Disinfectant(Optional) Chlorine Tablets __ r i"' / an I I \ ----- / / / W/GMVEL SAND &FujiClean USA LEACHING POOL i // / / / / N SP wn N HIGHEST EXPECT O / / / / MIXED WATER EL 0.9 'Tf8 I $SCVM 9AFFl.e B �/ / b WI(YtAVEI. q,r / ID SHAWN M.BARRON US. ----' MY Is. 2022 w1�R„T�t, �, Am LOT PUMP I - - 18P4FECIION - / CYLDIDER IOFTONPL) � / • �/��'--- 4-INLET •OUr1EF1IPE 0 A JA I SSS°25'20"W / 186.V P� EFFLUENT ® IFTPUMPP I � LAND N/F OF Q�IlET AIR LIFT PUMP ANNE MARIE 0Wa11NOWRUBUCWATER 150 I REGRCULATION PPE ..OPEFFLE J 3/1'AIR INTAIQi PLOWOPENmO (CIEANmOOPENM01 B PLAN VIEW DRAINAGE CALCULATION DWELLING W/COVERED PORCH&PORTICO:2040 SQ.FT. oLcmFEDnoN 2040 x 0.166=339cf REQUIRED THE WATER SUPPLY, WELLS DRYKUS AND CESSPOOL 2vAccEss covE za•accEss COVER 2o•accEss 0 8'DIA x 4'DEEP DRYWELL=354cf PROVIDED (TYP) M7) (TYP) crLwoea(ovnowv.) LOCA77ONS SHOW ARE FROM FIELD OBSERVA77ONS I' AND OR DATA OBTAINED FROM OTHERS NAVD88 ,: rI AREA:51,890.19 SOFT.or 1.19 ACRES rvanav DATUM., UNADTHO)W20 ALIMA710M OR ADDITION TD THIS SURWY MS A NOL.ADON OF SEvnew 7209 OF rHE NEW YORK STA)£EDUCAAON LAW. CgWES OF INS SURVEY NAP NOi�ARINC THE LAND SURVEYORS ENfTOSSED SEAL SHALL NOi BE CQVSDERED TO BE A VAUD TRUE COPY. CUARANTEES INDICA70 HEREON SHALL RUN "� MAY 70 THE PERSON FOR MW THE SURVEY IS PREPARED AND QV HIS BEHALF TO NX 77TLE COMPANY,GOVERNAMLNTAL AC£NCY AND LENDWO INSYLMaJ © mz LISTED HEREON,AND 70 THE ASSIMEES OF THE LW=C INS17W RLN.GUARANTEES ARE NOT 7RANSFERA&Z THE:OET8,OR DIAIENSLWS SHO1W HEREON FRW THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE •�"�" NOT!MENDED 7O NLYYUA ENT 7HE PROPERTY LINES OR 70 Gt11W*THE EFECRON OF FENCES ADD/BONAL STRUCTURES OR AND OTHER INPROVENENM CASEVEN73 AND/OR SUS UVACE SMUCNRES RECORDED a4 UNREOMED ARE NOT WARANTEED UNLESS PHYSCACLY EVIDENT QV THE PREMISES AT WE RME OF SURVEY ® "s suR\EY OF.DESCRIBED PROPERTY d!NEtiv CERTIRED TO: SLIGO CONSTRUCTION; II MAP OP tO.1tA: ynAN,,Og31 s7timm AT:GREENPORT CLEANOUT DETAIL ,o sAM.�:SOUTHOLD Cl F '. '•. 1.i, -a4 KBNNE9H M ROYCBSJB LAND S(JRVSYING, PLLC OLK COUNTY, NEW YORK !sF ,Ds°BBs Professional Lend Surveying and Design P.O. Box 163 Aquebogue, New York 11931 SECTION.A-A VIEW 223.150 SCALE:1"=30' DAM-DEC. 2023 MY.S USU--Na a50862 PHONE(e31)298-16e9 PAX(831)003-1588 MAR - 6 2024 s. 1 BuIlding Town of Southold i S.C.T.M.# DISTRICT 1000 SECTION 35 BLOCK 8 LOT 1.3 ##R-24-0218 E NOtN¢R•s C[LTN ICATInN Re.AUAn. DWELLING 16.5 6uvN lT P.E.oa R.A-CLRTPlCAT9N 4 CH 1/8'/FT 5 F-N.—T...AN.C.N fT Buc*ION RCH 1/8 ' or larowrs GRADE 15.0 GRADE(14.7) NV73.1B D151 BN12B8 GRADE 5%MAX EL14.5) F.R Rmc-A.rROVAL. clD ro eRADe BOX INV13.61 1 13.36 INv13.De BOX EL13.13 Brvtze EACH PITCHI%7FT :x: 4'SDR35 Bs>�DEEP p '� PITCH'1/87FT LEACHINGpp IV- POOL p p 1{ pl=pppp �I] 6ANR 1'l7 OX ARYDEBIGNBY: n CEi1'75 EL7.1 popp pl=EL7.1 (J ZOZoA' PO 2281MAT0 AtA HIGHEST EXPECT.GROUND WATER EL 0.9 AOUEBOGUE NY 11931 SANITARY INVERTS MAR y/�� PHONE:(631y5"79 EMNL'RMATGARCHITECT®GMAILCON � BAR °3pAAG IA/OWfS Fuji Clean VAEr.0 AL 41Ar�O/, l routtETe ro® ®e'm SUFitlLX CotMTr De�Nr OF Hrxn, q B C y O zoar Pcmur Faa ACPawu OF CoxstmcnoN �n T '1 F"��pa_tJ1.tent V �, l b°XAeerPTs: °'m•u°`�m• SINaEFA ,Re-.EAND �'"�ro,NJ� Ib uGNTCDYER—c PmI NNA•NBtlmmol 6TT TOP VEW 1D=Awc°vERpmrcm I l ��nmroto DATE rrz 4 H.S.REr.NO R�18 zTALLAISFA.fpp9 041BO rAurbsvx.»alz APPRD.co OF NE'N b m T TOTU Mrr�NBE°nows O 4 n b U:VH GI—E EXPIRES THREE YEARS FROM DATE OFAPPROVAL raowmRY.\rowRw Nrs L6nwlbbR .I lEusam mruiwam� zx��xaR. 7- Pew°Lo �stm. '! NORTH ROAD �salcsnrelwnvR�ms ROR trOouPAcrEosANooR mwnrwax>mYCR•m PunacuosaR PGauvEL\EVEDNO PAn I W � wlauAt-MOPE RroNrSEFNEW LANDWFOF DISTRIBIm0N BOX Pd"DETAILS 'DULA VATSMATIDES P,G,ArR>rm � DrtlYIbNROLfAIDI,V I I 1. I N SS'2S'20"E s 1 171.17' zMEaDam oPunY+Aw YY.80.'EDMWRPSARDiL(wetoEwn¢rtamloonE xuaLwvnmuE�s �Z 1 I 1 1NP'RAr M]LPPeRW9EnIOIWLEOnuARomr•r3mbEtAxvMwaAOvmu�wff • I W 1 i j DErsa�sluavrt°©maottaurs®wxuanxauurrbnwrfaa cuzi 'I" Y I 1Mf31YQRR1FP9J:l0F1'6fY1fDINBNIEI®a.54A6M@EURONKNIElRE I I 1 I I Ig 1 1 1 I \ 1 DWELLINGS I I�� I 1 I WlPl1BUC WATER I I I 16P vv.avrmnw I l ```� AogvPwrAo 1 roe 1 uVOwt6 A 1 w¢_9F.wter I YnT�En rgtA99aaA� RasTtilrErocaOravuBz j` 'r '�O''1 AuN� 1 G— LVrt�w�.•aEL�Yo�igrxosta Ir. � �.*� / loa rAaxAm naxvc r05PPFD 0 ISy 1 BNIa p • ( ar Imp g 1 lP / GROUND . I 41� 6q --- x M➢Jq- /./R.:irADLm 9 36.E I A V" �• � 10 I Ecmirwi'DsuPFLv • I s Lw s0O OM 9 36.7' TPIAFATNENTUMr rBA[® • / 1 FUM3MAC AIR PUMP ON PRECAST CONCRETE PAD I •r� @3o i }. , i CI1A143ER VMno I I \\ TD Saeniwlmbm(rmmber tm I-- I ..n0 \ 1 AlumvtlC Fbetlan CllvnLa ,98 I Aa.oticfbNa FN•Om CNmmar q I \\\ BSFLWI aYLratklawro•r A4 I 1♦ �' `m. \ 1 malaOCAAtOAA£RFALTYLLC OkhAsBm aumbx I \ ! 1 U' I I 1 n6aovwacm>etm AeWe PVC/PPI PE c / / � % }'( � SY lMMY5N0 l_r• Ameac Ned• PP/PE e e o®� / I k �• / SY SMD✓LOW 3.Y BRO.oar 18 rsn I eat iTRIP RCIPP O O C I I 1 / j N BP NASM13 l0.0 1 \ - ' SP SAtn — Cbas PlsLcfCmRAm • 1 ( Dobneane DMa..a Tatld• - I 1 I � --- ---___ - edujiClean USA LEACHING POOL ---- / / g wrAvz OP B I ---- + eru�nfOrOaLel I ' -e'h-- - ----- . / I 5SS'2S20"W y 186.74' AwviPwP I IAND NIF DF Neer ` G) ® I ANNE MARE oAwxoo�actnim,s I rtoAwNe .wreAm RPv oN[NNOPVPI �001F'�I B PLAN VIEW DRA 0ZE CALCULATION DWELLING IMMOVERED PORCH 6 PORTICO:2040 SOFT. 20L0 A Q166-3 9rllEWYiED LVAozsaaxe nAa•®aNtrl ��Rgpy1 (,B9Na 4'OEFP p7YWELLF 350d PROVIDED MENATFAHOWN,RE FR ORLD OUSER RrrN flrR '�IrrFl I LOD/R D TAO B ARE{FIRM OTT$�RVAOOVS AND W DATA OBTAINED fRpl OTHERS AREA SIA90.19 SOFT.Or 1.19ACIES aEI4ADM MN.IE NAVD88 LMAVMOAdD ALLWADW O3 AaP/!(M ro 1HM 9AfNY 6 A IYX.I OOv O•'SCOaI]209?IIF A1.M W4f SIAi£mLYAFOV GY a39¢S a'!/IS S1.RREr V • YAP NOT BG91P 1f2 GAP 9MIflTMT�Y.LL 9Mf[Atli lE GV/RfJ®ro Bf A VALID IAUE CBW. b1MRANMES MGIED NE1LW 9fA1L RIM us ro tC{'EQSM V D!AL T!E Of I f5 ROM AND ON IISARAN E ro R1E I/IIE f2LNANY.IRb10LNRlIMt A(pKY AAP IGfdAD•dDMIOV ® W(1 5M C AAP ro 011'ASSM# or IAF LOOM RZFER Oa[aIARANIEGS ARE N01 ARLmTRAlaG o iNr VTRIs aP a9EAl9a'l5 9Nml IIEFFOV/Fmf DS f+R30ilY1PYS 7D/HE sTA=A,ARE fm• vAwf Pw"A/O R BmaTas OCI ARE Nor 1IR R(?D ro A\rvuYpr TIE mEIXIRI)E lass m ro oueaE W AT WXR RI/LAYAR AB9RBVAL SIRIMILtPES ar AID oven Ani(ONOENIS ['AmpIIS L .�� A�/O'f A9ARdAQ sWUG)MFS nEtORKO OR IALRPO3YD ARE Atlr LVA4AM®MAESS PIIISG!!r EI41Wr a OL PldlaY3'AT PC iBE OF suRKY B awt\EY OR DESCRIBED PROPEITTY ANr(D CERTIFIED TO:SLIGO OOP67RUCTION: ® YAP CR ro�.e;','Y�I NnA�°s YIIIArm.An G EEAPORr m EANOUT DETAIL TOWN OR SOURfOLD F d 1LENN61'R_Id TTOYCIRIR LAND SURYEYINC,PIdC SUFFOLK COUNTY.NEW YORK yeF olasbx P� PLore•u®Al Ind SurMiDS And Dedso SECTION A-A VIEW P.O.El-163 Agnebog...Fes York 11931 f8E/223150 trNe1-V MTLDEUZ),2023 KYs L60.Na 030W2 �(�L)40YLLm ra(ml)--,m I S.C.T.M. NO. DISTRICT: 1000 SECTION: 35 BLOCK: 8 LOT(S): 1.3 #R-24-0218 1 NORTH ROAD �� �0 u F�6,5�� N LAND N/F OFANTHOULA KATSIMATIDES55025'20"E 16 I 171.17' oo \ I Iwp o trl I I \ i PROPOSED DRIVEWAY 8'x4'DEEP I I OVERSIZED FOR I LAND N/F OF I POOL WASTE WATER J SUMMIT ESTATES ELEC.SERVICE TO CONTROL PANEL D'W) 1000 GAL. i D.W. I HOMEOWNERS ASSOCIATION INC ELECTRIC AND AIR SUPPLY HOSE TO 0 S L.P. S.T. �1 J I CONTROL PANELAND AIR PUMP 1 2"SCH40 PVC VENT PIPE 8'x4'DEEP C.O. N \\ 58.9' (15.0) g 25.7' FOUNDATIONLOCAN 46.7' I P' �/ I 8'OX6'DEEP LP JUNE 5T12 24 �t TOP FND ELEV 15.5 I 1 N w 20.0' LP DP 00 CO 4.3' I �6^ \\8'0x6'DEEP CEN5 FOUNDATION 46.7'' I \ JUNE 5,2024 / I I TOP FND ELEV 16.0 / I,r{ §i i � l/ PR00POOS0ED 1 POL -� PROP.U.G.UTILITIES I I � w \ w w 30.0' �\ I \ PROPOSED WATERLINE (15 0 (15 0) \ LAND N/F OF \ \I ®G i p.VV \\ i 999 LONG ISLAND AVE REALTY LLC \\ I GLP AS \J I I I ! / I 1 / f / I Wlo I 1v 0000 00 S 55025'20" W LAND N/F OF � 186.74 E D Vn' V I ANNE MARIE ��N I //�� f 2 DRAINAGE CALCULATION I �, FND. LOCA1101��VE 5,21 I DWELLING W/COVERED PORCH&PORTICO:2040 SQ.FT. THE WATER SUPPLY, WELLS,18m ' AND CESSPOOL 2040 x 0.166=339cf REQUIRED LOCA77ONS SHOWN ARE FR o p ON¢S (2) 8'DIA x 4'DEEP DRYWELL=354cf PROVIDED AND OR DATA OBTAINED FROM Om old AREA: 51,890.19 SQ.FT. or 7.79 ACRES ELEVA77ON DATUM.- NAVD88 _ UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS SURVEY /S A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF 77-IIS SURVEY 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 1S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design + 41,041 P.O. Box 153 Aquebogue, New York 11931 FILE # 223-150 SCALE: 1"=30' DATE: DEC.20,2023 N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 FAX (631) 298-1588 l SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES S.C.T.M. NO. DISTRICT. 1000 SECTION: 35 BLOCK: 8 LOT(S): 1.3 APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE AND FOOL HOUSE 10 Ee-) #R-24-02 7 8 Date °°5 H.S.Ref.No. "°a NORTH ROAD The„wage disposal and water,D py 6cilibs m this 9-ocaton have been Iolb,-dander em11RTOTA M XIMUMmenl or olbraeanelesand found lobsalisfaolory FOR TOTAL MAXIMUM OF ^b BEDROOMS ]onat anlEF FN Office of Wastewater Management LAND N/F OF ANTHOULA KATSIMATIDES 55025'20" E 171.17' I Z E C E V E w D o con J UL 2 9 2025 w 41. Building Department I N Town of Southold 5'ESTATE FENCE V tr w I 8'x4'DEEP BELG.BLOCK D.W. OVERSIZED FOR LAND N/F OF APRON POOL WASTE WATER F 8'x4'DEEP I _ SUMMIT ESTATES 1000 O L.P.0 O S.T. D.W. HOMEOWNERS ASSOCIATION INC I Lr] RCA DRIVEWAY POOL GATE EOP. C.O. LU w g: q z O :::POOL::if) 8'fdx6'DEEP O ai I ::�: Fir LP1 ::•GF=15.5 N g Z 20.2':::::;:• 46.6' O F U / ORHANG 000 :::4.3' ` P I 8'Ox6'DEEP DID CENS CO N.•. . ri 2 STY FRAME o ;n; w� :-.:.DWELLING a E = wry w o" : LL U.P. WOOD UU LU STOOP 0) O D- :: WINDOW 55.7' ..3p3''''::•::.;: WELL 46.8' I W.V. _ N W F W W WATER LINE W.M. LAND N/F OF D.W. I 999 LONG ISLAND AVE REALTY LLC � I GRAVEL w U I 0 MAIN HOUSE L.P.GAS F CENS I DP LP1 I LP2 I V A w B F I Iv O POOL HOUSE P tv ST LP O_ 00 I � A 00 B f I I S 55025'20" W LAND N/F OF 186.74' TT I ANNE MARIE I DRAINAGE CALCULATION I I DWELLING W/COVERED PORCH&PORTICO:2040 SQ.FT. END. LOCATION JUNE 5,2024774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 2040 x 0.766=339cf REQUIRED LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS (2) 8'DIA x 4'DEEP DRYWELL=354cf PROVIDED AND OR DATA OBTAINED FROM OTHERS AREA: 57,890.79 SQ.FT. or 7.19 ACRES ELEVA71ON DATUM. NAVD88_�__ UNAU77-10R/ZED AL TFRA 77ON OR ADD177ON TO THIS SURVEY /S A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W. COPIES OF 77-IIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUEtURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF NEW CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: �P ��N M wOA-rO'P FILED: CO z� Y SITUATED AT: GREENPORT a 0 TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 261 050882 �Q Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New'York 11931 FILE # 223-750 SCALE: 1"=30' DATE: DEC.20,2023 N.Y.S. LISC. N0. 050882 PHONE (631)298-1586 FAX (631) 298-1568 i GENERAL NOTES L L I N GENERAL: 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING 0 OSEu NL7VV DWrL DEPARTMENT. 1 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE I AS WELL AS ALL CURRENT NEW YORK STATE CODES APPROVED AS NOTED 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE BUILDING CODE NOTE: P RIN THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE D'B.P.ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEWYORK STATEipATEDUG THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOWTHIS PROCEDURE AND ''� D E CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY NOTI UILDING DEPARTMENT AT FEEYNOARISING THEREFROM. MECHANICAL CODE NOTE: FY B631-765-1802 8AM TO 4PM FOR THE 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF FOLLOWING INSPECTIONS' FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY,STATE,CHAPTERS 12 THROUGH 24. 1. FOUNDATION-TWO REQUIRED 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR POURED CONCRETE 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: 2. ROUGH-FRAMING& PLUMBING TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE I AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 4. FINAL-CONSTRUCTION MUST 435 MAPLE LANE 3. INSULATION 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, BE COMPLETE FOR C.O. CERTIFICATES,CERTIFICATE of OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: ALL CONSTRUCTION SHALL MEET THE 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 GREENPORT NEW YORK REQUIREMENTS OFTHE CODES OF NEW i FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE YORK STATE. NOT RESPONSIBLE FOR CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY DESIGN OR CONSTRUCTON ERRORS WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC, 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 1 TITLE SHEET PLOT PLAN COMPLY WITH ALL CODES D N1lU YORK STATE&TOWN CODES ! 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND I OR SPECIFICATIONS ARE IN AS REQUIRED AND CONDITIONS OF BE REMEDIED AT ONCE REGARDLESS.OF ANY PREVIOUS INSPECTIONS. 2 PYRAMID LAW DIAGRAM 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 SOnZLD TOWN PLANNING BOARD THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS FOUNDATION PLAN TO BE FOLLOWED. � S Ol .TOWN TRUSTEES 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE YS.DEC CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION MINIMUM UNIFORM DISTRIBUTED LIVE LOADS S9 I I DHPC THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. 4FIRST FLOOR PLAN 13.ANY AND ALL DISCREPANCIES TO BE.REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. [REFER TO TABLE R30t.5 of THE RESIDENTIAL CODE OF NEW YORK STATEI SCHD 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. USE LIVE LOAD SHALL BE IN A CO WITH SECTION R316. NOTE. 15.INTERIOR WALLLL COVERINGERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND 5 SECOND FLOOR PLAN UNINHABITABLE ATTICS WITHOUT STORAGE(b) 10 psf i EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 UNINHABITABLE ATTICS WITH LIMITED STORAGE(b,g) 20 psf OCCUPANCY (�A N j��/ OR 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 6ELEVATIONS HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 psf ` C U1 A C T � iBEVARIFIED IN THE FIELD BY THECONTRACTOR, EXTERIOR BALCONIES AND DECKS(e) 40 psf USE IS UNLAWFUL MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHALL BE FIRE ESCAPES 40 psf PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, GUARDS AND HANDRAILS (d) 200 psf h t���ITHC7UT CERTIFICATE7 ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL ELECTRICAL CODE IMMEDIATELY REPORTED TO THE ARCHITECT. // ELEVATIONS ( ) CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY GUARD IN-FILL COMPONENTS(f) 50 psf(n) F OCCUPANCY FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK SECTION & RISER DIA PASSENGER VEHICLE GARAGES(a) 50 psf(a) 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. 8ROOMS OTHER THAN SLEEPING ROOMS 40 psf 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED SLEEPING ROOMS _ 30 psf 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 9 NOTES & DETAILS STAIRS 40 psf(C) 2-•2"x 6" U.O.N. BUILDINGS. 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. FOR SI:1 POUND PER SQUARE FOOT=0.0479 KPA,1 SQUARE INCH=645 MM2,1 POUND=4.45 N. z 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) O ENERGY SEALING DETAILS L A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. j 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR W 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 11BRACEDWHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 PLAN CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT --- 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ C. INDIVIDUAL STAIR TREADS S,H,+LL FC<= IGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN SEAL MODELS NUMBERS ON PLANS. BRACED WALL PLAN AREA OF 4 SQUARE INCHES,Wlia HLVER PRODUCES THE GREATER STRESSES. 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 1 2 D. A SINGLE CONCENTRATED LOAD EPPLIED IN ANY DIRECTION ATANY POINTALONG THE TOP. �G,� N.K. ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE n•; E. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. F. GUARD IN-FILL COMPONENTS('LL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY � ra �� \�-\SEC.SILL IS MIN OPENING OF 5.7 SQ.FEET IM5. M FEET I GRADE LEVEL WHEN GRADE APPLIED NORMAL LOAD-)F°f FOUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH 1.�,�. TO SILL IS LESS THAN 44"OR LESS)VJ/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH T E DETAILS OF 20" OPERATION W/0 NEED FOR TOOLS BOTTOM OF OPENING 44"MAXIMUM A.F.F. N O S ANY OTHER LIVE LOAD RE!`li.13I G. UNINHABITABLE ATTICS WITH a„!I;�'�STURA.GE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR I, �. � '"' �``+• �f 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. WHERE THERE ARE TI^.'� )RE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 \ ALL GLAZING SHALL COMPLY WITH SECTION R308. INCHES IN HEIGHT BY 24 Ir11CHEs IN WIDTH,OR GREATER,WITHIN THE PLANE OF THE TRUSSES. 14 NOTES & DETAILS 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 THE LIVE LOAD NEED ONLY BE APPIJFJ TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS \F O F N E� 12. MOISTURE VAPOR BARRIER IS TO BE:INSTALLED ON THE WARM-IN-WINTER SIDE OF THE ARE MET: INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING 1. THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR 15 NOTES DETAILS ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE IMTH SECTION R905.2. 2. THE SLOPES OF THE JOISTS OR'I-RUSS BOTTOM CHORDS ARE NOT GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. 16 NOTES DETAILS 3 REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. THE REMAINING PORTIONS OF THE.JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF ELECTRICAL: NOT LESS THAN 10 POUNDS PER S;UARE FOOT. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE M E N TS H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPPLIED TO GE 0 G RA P H I C TABLE DESIGN R E Q U I R EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS SHALL BE NFPA 70 NATIONAL ELECTRICAL CODE DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. 00 O! LU 2. CONTRACTOR WILL FURNISH A FIRE:UNDERWRITERS CERTFICATE UPON COMPLETION w! 2020 NYS UNIFORM CODE _�_ - OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A 00 T 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 RETAIN STORM WATER RUNOFF - AND LOCAL BUILDING DEPARTMENT. 1 11 TABLE R301.7 `o 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. TABLE R30 1 .2( I ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b,c PURSUANT TO CHAPTER 236 ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. ALLOWABLE OF THE TOWN CODE. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. MEAN STRUCTURAL MEMBER DEFLECTION WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF WINTER ICE SHIELD FLOOD ANNUAL RAFTERS HAVING SLOPES GREATER THAN 3:12 L/180 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. GROUND FREEZING DESIGN DESIGN UNDERLAYMENT WITH NO FINISHED CEILING ATTACHED TO OWe�' dOdl" SNOW LOAD SPEED d TOPOG SPECIAL BORNE -BORNE CATEGORY ° FROST LINE TEMP HAZARD INDEX TEMP ; RAFTERS and ductwork Y RAPHIC WIND 'WEATHERING,, DEPTH TERMITE REQUIRED INTERIOR WALLS AND PARITIONS H1180 testing required. p O� FOUNDATIONS, CONCRETE,4ND MASONARY: MPH EFFECTS k REGION DEBRIS 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. 1 MILE B 3 FEET 15° YES INSERT FLOOD 599 51 o FLOORS L/360 ' PLUMBING 20 PSF 130vu1t NO NO FROM THE COAST SEVERE BOF HEAVY ZONE OR NIA CEILINGS WITH BRITTLE FINISHES(BLASTER&STUCC ) L1360 ALL PLU!"CING WASTE , 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. &WATER LINES NEED `> z z LU CEILINGS WITH FLEXIBLE FINISHES(GYP BOARD) L/240 i TINCa � � '" J z 3. FOOTINGS TO REST A MIN T-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO ALL OTHER STRUCTURAL MEMBERS L/240 - y w' - Lu (1'RISE MAX) a W p -i LU MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS STUCCO RNISH WINDLQADS I�gTHPLASTER OR 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON STUCCO FINISH HI360 All exterior lightir g Q z o 0 PLANS. (U.O.N.) a PLUA4BER CERTIFICATION EXTERIOR WALLS-WIND LOADS U,TH OTHER installed replaced o :EW 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ALTITUDE INDOOR DESIGN BRITTLE FINISHES H/240 ON LEAD CONTENT BtFORE } WINTER SUMMER HEA�ING TEMPERATURE repaired shall conform � � N Q FRAMING OR PROPER BRACING IS IN PLACE. ELEVATION LAT CORRECTION DESIGN TEMPERATURE EXTERIOR WALLS-WINDLOADSaV ITH d CERTIFICATE,OFOCCUPANCY m HEATING COOLING FACTOR TEMP COOLING DIFFERENCE FLEXIBLE FINISHES H/120 to Chapter 172 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 SOLDER USED IN WATER of the Town Cc d:! 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 0 Note:L=span length,H=span height. SUPPLY SYSTEM'CANNOT ALL GIRDERS WITH BEAM POCKETS ARE To BE STEEL SHIMMED W/1/2"SPACE @ 98 FT 400 N 15 F 85°F 1.00 680 F 75 F 53o F EXCEED 2/10 OF 1%LrAD. SIDES AND ENDS. U.O.N. A. FOR THE PURPOSE OF THE DE fERMINING DEFLECTION LIMITS HEREIN, 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY THE WIND LOAD SHALL BE PERMITTED TO BETAKEN AS 0.7TIMES THE 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. DIFFERENCE HEATING COOLING COMPONENT AND CLADDING;ASD)LOADS OBTAINED FROM TABLE R301.2(2). 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. ELECTRICAL (D o B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH U z, 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH 10° F 15 MPH 7.5 MPH 72° F MEDIUM (M) 45-55% 32 GR @ 50% RH OF THE CANTILEVER. INSPECTION REQUIRED z W -J �I r MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR -I OI t�! WALLS OF SUNROOM ADD!TIONS OR PATIO COVERS,NOT SUPPORTING J U n I_ 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION W W SHALL NOT EXCEED L/60.FOR CONTINUOUS ALUMINUM STRUCTURAL 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND TRUSS PL ACARDING REQUIRED � L� 0 @ IBC C L I M AT I C A N D GEOGRAPHIC DESIGN CRITERIA MEMBERS SUPPORTING EDGE OF GLASS,THE TOTAL LOAD DEFLECTION EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT BRICK LEDGE OR RELIEVING ANGLE O SHALL NOT EXCEED L1175 FOR EACH GLASS LITE OR LI60 FOR THE >> G� i W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ENTIRE LENGTH OF THE MEMBER,WHICHEVER IS MORE STRINGENT. > W �- 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING To EXTERIOR OF FOUNDATION WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM W z W I I WINTER ICE SHIELD FLOOD ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL z J FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED GROUND ANNUAL W �` Q CODE LIMITS. TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD FREEZING NOT EXCEEDL/120. DO NOT PPOCEED WITH z - SNOW LOAD SPEED d BORNE -BORNE BORNE ° FROST LINE TEMP D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD RAPHIC WIND CATEGORY WEATHERING° TERMITE TEMP REQUIRED INDEX FR;:,Vv",;� IN IL SURVEY„ W Q W 13.THE MASONARY CHIMNEY SHALL 13E CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION DEBRIS DEPTH FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. I I, yn r� 0 J PLUMBING, MECHANICAL FUEL GAS, A/C: 1 MILE B ° E. REFER TO SECTIONR703.8.2. OF FO .:;: A� ,N LOCATIQ,,y p c� 20 PSF 130vu1t NO NO FROM THE COAST SEVERE 3 FEET MODERATE SEE YES NO 599 51 HAS BEEN APPRO' w J Uj Z 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE of NEW YORK STATE2020 I.M.0 & FIRE ISLAND BOF TO HEAVY BELOW Q z 11 = _ AND 2020 I.F.G.C.ALONG WITH THE:LOCAL BUILDING DEPARTMENT. � J Q W tV 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S. REQUIREMENTS. WINTER DESIGN TEMP: 0- 0- QI o Manuals provide 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 Must P � DVNG NO I 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 D J and S as per AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEWYORK STATE -DEGREE DAYS (NY LAGUARDIA)4811 WINTER DESIGN TEMP15°F DRY BULB 89° F WET BULB 75° (2020 IPC APPENDIX D) ! 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 NYS Energy Code SV CAST IRON BELL(HUB)AND SPIGOT BELOWAND THROUGH CONCRETE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF U. PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. i - 1 ------------------------------------------------------------------------------------------------------ -------------------------------------- I I / ' \`� W W W 00 cv -- — — µ,' -- — ------ `� I u CDI MI 'gr 1� A I CD GRADE btwj E I I I I� IJ II_II u u y I I I I I I I PROPOSED FRONT ELEVATION NTS ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- \ I / ' ` I W I ,� \`� W W W EEEEADU I r> LjILJ ------------ M / ` I I I 0 0 o 00 o ¢ I lY GRADE — GRADE I Q ------ ------ - ---- I I I Q 2E Of } PROPOSED REAR ELEVATION Z M L N NTS cn N W CV fY SEAL z Z / N.K. rFti i� / W \ , O InOf CL I _ %� ' a lF o` F NE co I I / N ------ ------ `. � y I ® I I I cl I I o ------ I GRADE — ---- II I I I I II Li I I I I Li . 0 I I I I r> W I I I I co W co 2 00 PROPOSED RIGHT SIDE ELEVATION I NTS Cr O 0 W W Z Z W ¢ F-w OfZ J w J Q Z 0 O ------------------------------------------------------------- W Lo � > . ------------------------------------------- Lo W � co o NLU Q ' ` I w uj I W I �� ------ \� l a c In To 0 LU I I I Z -i I , ------ () CV Y, ------ � I_I.1 Z I W o Q Q O O w W Z L„ Li II I II Z W ¢ �t 6 (n J i 0 W N PROPOSED LEFT SIDE ELEVATION 0 o z < _ _ "' N ° Q W ~ NTS DWG NO 1 2 16 i PROVIDE LSSU28 JOIST HANGE @ RIDGE TO EACH ROOF RAFT 25'-0" 50-0 TYPICAL @ NEW CONSTRUCTIO 23'-10" 8'-0" 18'-2" STRAP TYPICAL. 20" LONG 1'-2�" 3'-3" EACH ROOF RAFTER 4"x 4"POST ANCHORED ON ( 4 ) 8d NAILS 14"0 x 36"FTG.BELOW GRADE EACH END AND 4"-6"ABOVE GRADE EA. ROOF RAFTER .� A 2-2"x 12"PT GIRDER _ 8 12 2"X 10"LEDGER BOARD LAG BOLTED VARIES ° TO DWELLING W/1/2"LAG BOLTS @'114"O.C. ROOF RAFTERS (SEE PLAN) ------------ VWPL---------------------------------281TWN-------- -------- ------------------------------- -- --------- EXTERIOR GRADE PLYWOOD - 15FELT AS-PER�A�E5(N3 2847-Wlid , 1 2 SHEATHING ti.. i # ------------- ----------- ---------------------------------- -------------------------------- ASPHALT SHINGLES (AS SELECTED BY OWNER) 8"X 16"CONC FOUNDATION WALL I 068 -J 8"x 16"CONIC.PIER W/8"X 16"CONC FOOTING @MIDSPAN 1 I LATERAL BRACING I I I P: I CEILING JOISTS (SEE PLAN) --DRAP-TeR-AE�0UNbAT4GN-@-BDOR--------------- ---- -- - SEE DETAILS C SHEET # 2 BATT INSULATION (SEE PLA _ _ __ _ _ _ ______ TOP & BOTTOM r u 1 o c� o u� r---- --------------------------------------------------------- - - - - I j I N o o I r I I I I I F_ N in C, E- N I I 24'-4" I i � 48'-8" I - CD - - p l I I I 10 N � cy I ^ ---- f I " o I I I I CV CV I I cil FASCIA PROPOSED � �i :•; I U N EXCAVATE D 1 `•'. I i , I 3" CONTINUOUS SOFFIT VENT 00 LL I I >. ,� SIMPSON STRONG-TIE H2 \ o f I I ' : I 6-11 6-11 6'-11 6-3 6-3 7-8 7-8 I I @ 16"oc (EACH SIDE) a I I 4"THICK POURED CONCRETE SLAB WITH I I o I I I I 4"STEEL COLUMN W/ ALIGN COLUMN W/ I I — 1 i OVER 6xMIL VAPOR BARRIER OVER 3" I I r----� r-- -� FOOT NG x 12"CONIC. r- --� r----� r-- _,POST ABOVE r----, i I I I o f I 12'-0" R.C.A.COMPACTED BASE. I I I I I I I I I I I I I I -� -------- I I o -------- ----- -I------ + -+------- -�---------I ---------� I I ' I PITCH SLAB TO FRONT I I 1 1 3-2"X 12"W YOD GIRDER I I i I I I 3-2"X 12"WOOD IRDER I I I 3-2"X 12"WOOD GIRDE j o I 4 STEEL COLUMN W I _ L----J II L----J III L----J L----J L-- _J L-- J N M 24"x 24"x 12"CONC. j FOOTING r j I "STEEL COLUMN W/ III 4"STEEL COLUMN W/ I I I I I 4 x 24 x 12 CONC. III III „ I I I I I III III 24 x 24 x 12 CONC. Lo I c I OOTING UNDER POST ABOVE , II I � ---- FOOTING N I I cv L----- I I N I I I I I III N • 1 I F- III-----=I-- --{-==---aII F- 1 I II =___ __ ==h=--=-III N 1 I I 8 X 16 CONC FOUNDATI N WALL i I I W/8"X 16"CONC FOOTI G I I I L_ 1 _J I i l o III-mot IIIo of I I I o III 11 IIIo of I I I ZL J I11 � ; I1ILL o BOILER oo m l l 1 I l l m s.C. _ I i o i j1 @J I I I I vo -j l l l I I I I I J ELEC. U 1 i a 1 I I I - N o II i � I n IIIoC.M. N - VENTED TO EXTERIOR PER CODE �_� i •: j.' ;, I VINYL SIDING (AS SELECTED BY OWNER) i 0 0 I I h r_ ___�i i 0 o - 5/8"TYPE"X"FIRE BO RD ON 1 I I _;: .,:: i � R-3 RIGID INSULATION BOAR D � I I co o 11 IIIo � .. I I i z 1 I 1/4"PITCH "� I I p o III "I' I I I I I III I I III CEILING ABOVE BOILER I I 1 �, - - TYVEK BUILDING WRAP I 1 o I I I I N III III c� � -r.I. . I LL I I I I o I I I � F ------�I I -- 0 1 ' `�. I 1/2" EXTERIOR GRADE PLYWOOD SHEATHING i I ° I z I I p I I o + r-- t ZO o I I x III L------ III zx I I „ ( ° a l I I '� I N ,y I I I I I �, v I 2 X 4" STUDS 16 OC 1 oI I III III I � � i I �_ ar----� 3 1/2" BATT INSULATION R = 15.0 CoI I I I III III I 1/2" GYSUM BOARD I I \ w o f P I I I ---LATERAL RA N 48'-8" LATERAL BRACING A A A I .; I o SIMPSON STRONG—TIE FTA @ 16"oc OR I 8"X 16"CONC FOUNDATION ALL I - I TOP & BOTTO III I Ig"x 16"CONC.PIER TOP & BOTTOM OP & BOTTOM 1 I 1 1 1 4" x 20 GAUGE GALV. STRAPPING, I I SEAL Ln , I W/8"X 16"CONC FOOTING I III I MIDSPAN r-- -� SEE DETAILS A B C SHEET 12 SEE DETAILS A B C SHE T 12 i 1 EXTENDED 12" BEARING FROM FLOOR 1 1 �' ----- -------- ------------ ---- L!--SEED - --------iii---------------- ----------- L----------'------------------------------------- - ,---- ----F� . ED A �, I I DETAILS A B C SHEET #12 # # I I <, L---.- ----- ---- - -------- ---- --- --- - ------- I FRAMING EACH DIRECTION @EACH STUD `� Cy R c p , . . , ,• : 5 N.K. i 1- '' H I I ' �. r I' y ' FI F I ti � F ——— — -- --------------------------------------- --------------------------------------------------------- 2" X 10"LEDGER BOARD LAG BOLTEDZL 2"X 10"LEDGER BOARD LAG BOLTED TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. TO DWELLING W/1/2"LAG BOLTS @ 34"O.C. ";Y ' o AS PER TABLE 507.2 o N o AS PER TABLE 507.2 2- 2 x 4 TOP PLATE Ln CD 4"x 4"POST ANCHORED ON co 0 4"x 4"POST ANCHORED ON 00 0 4"x 4"POST ANCHORED 0 r `\ F OF NE 14"0 x 36"FTG.BELOW GRADE x o 14"0 x 36"FTG.BELOW GRADE x o 14"0 x 36"FTG.BELOW GR DE AND 4%6"ABOVE GRADE c"i AND 4"6"ABOVE GRADE N AND 4"-6"ABOVE GRADE 2-2"x 12"PT GIRDER '� 2-2"x 12"PT GIRDER t' 2-2"x 12"PT GIRDER / 2-2"x 12"PT GIRDER �'' 2-2"x 12"PT GIRDER 1 ° -------- -------_------- -----------� L--------------- —_---------- --- I ° oc 1 10'-4" 10'-4" 7'-8" 10'-4" 10'-4" 6" co p I I M L 25'-0" 50'-0" I ° I oo w �lr3/4" SUB FLOOR GLUED AND NAILED I I ao = 75'-0" FLOOR JOISTS (SEE PLAN) I o 00 BATT INSULATION (SEE PLAN) I co A "SIMPSON" CMSTC16 COIL STRAP OR i PROPOSED FIRST FLOOR PLAN 8 11/4" x 20 GAUGE GALV. STRAPPING. j -- STRAP EACH STUD 12" MIN. BEARING I �\ 1/4"=f-0" WRAP STRAP UNDER SILL @ EACH STUD i �'------------------�%� �\��,x, INDICATES LOCATION OF SHEAR WALL HOLD-DOWN 2"x 4" SILL NEW CONSTRUCTION ? BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 (TO BE INSTALLED AS PER N.Y.S.CODE) I I ' }O 2% 6" P.T. SILL I , } --------------- ALL FASTENERS SHALL BE INSTALLED WITH STRICT TO BE REMOVED ACCORDANCE W/MANUFACTURER SPECIFICATIONS ANCHOR BOLTS (REFER TO PLANS I z z L --------------- FOR SIZE AND SPACING) I I _j - z HOLDDOWN CONNECTION NOTE SILL SEALER I I ;' w 0 � L EXIST G STRUCTURE TERMITE SHIELD I a D_ 0 0 HOLDDOWNS SHOWN ON FOUNDATION ? I II it II 1 i Q z 1) 2 PLAN ARE CONNECTING FOUNDATION I I4lI Ip L TO FIRST FLOOR 8" _ I II II II i Ln cr � } LEGEND '♦ CONCRETE WALL GRADE I II III I , M -HOLDDOWNS SHOWN ON FIRST FLOOR Lyle � '� � PLAN ARE CONNECTING FIRST FLOOR I III—III—III—III dl _ EBAR (1/2" DIA) TO SECOND FLOOR (AS PER WFCM 2001 TABLE 3.2B) =1 - - = �� s"ANCHOR BOLT @ 45"O.C.FOR 1-3 STORIES —III=� ii ii THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE ANCHOR BOLT @ 30"O.C.FOR 1-3 STORY ° ° (EXCEPT SLAB AREAS) SHALL BE DAMPROOFED WITH AN ELASTIC 5/8"A.B.@ 45"O.C.WITH COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. NOTES: ' 3"X3"X 1/4"PLATE WASHER 1.MIN.7"EMBEDMENT INTO CONCRETE 8" POURED CONCRETE ' w/3"SQUARE WASHERS AND END NUT SETUP FOUNDATION WALL 1/2" EXPANSION JOINT 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER 2"x6"SILL PLATE 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR WORK AS MAYBE NECESSARY TO THE DEPTHS AS SHOWN ON THE OR REPLACED BY HOLD DOWNS FOR SHEARWALLS p I 0 U Oz In lT DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL CONCRETE WALL 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. III ° a z 16 x 8 DP. POURED CONCRETE FOOTING 91 I ' J m HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. TO 12"MAX.FROM ENDS OR CORNERS II -I J W J O 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. — 11= -> N -III III=III_ J v � 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT °' - ' *ANY ROOF PITCH 7A2 OR GREATER CONSTITUTES AN ADDITIONAL STORY III —III ' C- C14W Z MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE " ' a_�1 ILA--a 1 > Q O FOOT WITH A MINIMUM OF 3'0"COVER. M FOR HOLD-DOWN ANCHOR _ 3. ALL CONCRETE SHALT_BE 3,500 P.S.I. 5/8"X12"ATR ANCHOR MIN. >�> (n � � 5.5"EMBEDMENT SET IN # (1/2" ) > W - 5 REBAR DIA (� ' 4. WHERE THE WALLS ARE POURED TO GRADE,AD DAMPROOFED, THE ' ACRYLIC TIE ADHESIVE(AT) .> W Lu z w CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE 4 CONCRETE SLAB ON UNDISTURBED BASE - SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL q z W C� Q TO BE FREE OF WOOD,TRASH,ETC. �' oo Q W W 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS - C/) J � p c� BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED N RIM JOIST v a J w z CV WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 7" 5" Lu 0 z �- _ _ 00 PLASTIC CEMENT. o cr W Q W N 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. 3'-9" z TYPICAL WAL L S ECTIO N v QI � o 7. ALL CONCRETE SHALL.BE AIR ENTRAINED.TOTAL AIR CONTENT( II II DWG NO PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE 0 DETAIL A THAN 7 PERCENT. ANCHOR BOLT SPECIFICATION N.T.S. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. �I i 75-O„ 25-0" 50'-0" 2'-1 C" 22'-2" 01 7'-4" 9'-10" .0 10'-8" 00 14'-4" 011 7'-10" 71 8r O,r NOTE: 1. MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 2. ELECTRICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE A WITH CHAPTERS 33-42 OF THE RESIODENTIAL CODE OF NEW YORK 8 STATE. CD 1 3. EXTERIOR WINDOWS & GLASS DOORS SHALL BE INSTALLED IN EGRESS SAFETY G ASS "' ACCORDANCE WITH SECTION R613 & ALL GLAZING SHALL COMPLY 2-NEW 3046 DH WIN NEW 3046 DH WIN NEW-6nL[DER NEW 3032 DH WIN WITH SECTION R308. = ju C� 4. WALL & CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION 2 2"x 12"HEADER 2068 "HEADER 2 2"x 12"HEADER ` R315 AND INSULATION SHALL BE IN ACCORDANCE WITH SECTION R316. CMMER i 5. INTERIOR WALL COVERINGS SHALL BE INSTALLED IN ACCORDANCE 00 I WITH SECTION R702.3 AND EXTERIOR WALL COVERINGS SHALL BE 14'-4" 6'-4" 28'-0" i INSTALLED IN ACCORDANCE WITH SECTION R703.4 6. PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE VENT. ❑�_ i WITH CHAPTERS 25-32 OF THE RESIDENTIAL CODE OF NEW YORK ZL I PROPO D - Ci 0 VENT HOOD OV R STOVE STATE. 0 0 0 0 I 7. INSULATION SHALL HAVE A FLAME - SPREAD INDEX OF NOT GREATER THAN TO VENT TO EX ERIOR AS 25 WITH A SMOKE - DEVELOPED INDEX OF NOT GREATER THAN 450 IN 00 68 � � FN- o 1- : PER RCNYS _ "' OIO ACCORDANCE WITH SECTION R316 DETAIL"G" SHEET#8 PROPOSED e) PROPOSED PROPOSED o I 8. THE FIRE-PLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE FIRE SEPARATION @GARAGE WALL BEDROOM " o DINING ROOM o KITCHEN N o i ;.,, WITH CHAPTER 10 OF THE RESIDENTIAL CODE OF NEW YORK STATE. -x % x o -x -x I I 9. CLOTHES DRYER MUST BE VENTED TO THE EXTERIOR IN ACCORDANCE 0 9'0"CEILING HEIGHT N `'- N `'' 9'0"CEILING HEIGHT CV ''- 9-0 CEILING HEIGHT �., I - o �„ I N WITH SECTION M1502 Lu a PROPOSED o I Cn 10. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS :o _ "' �' Kj c I OF THE BUILDING THERMAL ENVELOPE. A MOISTURE VAPOR RETARDER SHALL CD � cD O GARAGE o M i BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE bo N - VENT. WITH SECTION R318 o K p " , p osti �0 0 12'-4" 15'-8" N �, PROVIDE 5/8 TYPE X' �, o s� I X ao z GYPSUM BOARD ON WALLS oo z LO PROPOSED `� x w & CEILING OF GARAGE x w HE : 00 zo N T & S ALL JOINTS N UDE CTOR w BUILT IN LAV o a --- - - BENCH C" „ „ „ „ „w 2 13/4 x 117/8 LVL W/3/4 STEEL PLATE LU H HDR 2-13/4 x 117/8 LVL W/3/4 STEEL PLATE USH HEADER r n r n = C.M I OI Tj 12-4 12-4 = „X4„ DET. rn w Z O 4"X 4" 868 T `� 2668 DECO ENCLOSURE. N = = M eO (o POST 2 13/4 x 117/8 LVL FLUSH HEADER o COORDINATE W/COLUMN BELOW o NOTE! I I -'% /4 HO i� 3/4 HOU N a 2 13 4"x 117/8"LVL FLUSH HEADER N .C.F. S.C.F.P. 4"X 4" x N 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 4"STEEL COLUMN W/ i POST 2-13/4"x 117/8"LVL FLUSH HEADER N , POSTS ABOVE. 24"x 24"x 12"CONC. x ----------------------- W N Z DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND FOOTING \ POS LINE OF SECOND FLOOR ABOVE a STAIRWELL OPENING. (PROVIDE METAL JTS. M 7S. C°� Z o °L = - N oHANGERS AS REQ'D) I t= N - U) � c� 1C>�DEr. COORDINATE TOP OF CLOSET WITH I ,� ® o - DOUBLE ROOF RAFTERS AND TRIMMERS AROUND �, SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) o w 0 0 N 0 = BOTTOM OF ADJACENT LVL yj N o PROPOSED ® 0 0 CD 0 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS CD Q - - N w ' J LIVING ROOM N o c7 w :; — — PROPOSED I ao x Co L.V.L.,GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO 'o _ N m I ram. N x o FOUNDATION, FTG'S,AND OTHER STRUCTURAL .bop _710 9'-0"CEILING HEIGHT o p AC RETURN COMPUTER ROOM GIRDERS OR HEADERS AS NECESSARY. C? cox z z N w x w 0 DETAIL G" SHEET#8 0 oo g'O"CEILING HEIGHT I 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS X N CV U N U FIRE SEPARATION 4GARAGE ALL X J ' OPEN TO o I M � � i o I � FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY 00 N b� I 2ss ABOVE I N = SECONDARY ROOF SYSTEMS, GARAGES,OR COVERED s N I = o PORCH'S. (ETC) ` _ co 24'-8" 11'-8" 6'-8" of 0 0I 28'-0" o 'n N I 0 Lill, z O 02-2"x 10"HEADER 2-2"x 10"HEADER 2-2"x 10"HEADER 2-2"x 12"HEADER g ' I 2-13 4"x 117/8"LVL HEADER 2'-0" `V w NEW 3046 DH WIN NEW 3046 DH WIN NEW 3046 DH WIN * 2-NEW 046 DH WIN 2-2"x;2'Y EADER 0 3-NEW 3 46 DH WIN U oN oN EGRESS Iwo oN oN oN o � u, w cif u0 N PROPOSED i io �� n L 0, �' ,0 N SEAL z COVERED PORCH �X ° � � z _ ���ED II oO J DECKING AS SELECTED BY OWNER i IN �� 00 o -'00 oO C) J �G' ��N'K. xp xw x0 xLJ xp xLw r N N c� VINYL SOFFIT MATERIAL ON CEILING 2% 6" 1 2% 6" �� c t o' iv i RR 16"od RR 16"o �� Zi b� io 2-13/4 x 117/8 LVL iEADER 2-13/4 x 117/8 LVL HEADER � 2-13/4 x 11 I/8 LVL HEADERS 2-13/4 x 117/8 LVL HEADER 2-13/4 x 117/8 LVL HEADER WRAPPED WATERTI HT WRAPPED WATERTIGHT WRAPPED WATERTIGHT WRAPPED WATERTIGHT WRAPPED WATERTIGHT c, �' F OF NE`N ROOF OVER ROOF CONSTRUCTION W/ 2"X 1 "VALLEY RAFTERS ON THE FLAT 10'-4" 7' 8" 10'-4" 10'-4" 6" 6" 5-9" 6'-11" 6'-11" 1 '-7" 18'-10" 14'-2" 10'-10" 00 o IlkM w Y 25'-0" 50'-0" C coco w A � " co 8 co PROPOSED FIRST FLOOR PLAN 1/4"=1'-0" Y SMOKE&CARBON MONOXIDE DETECTORS: O ct� NEW CONSTRUCTION O PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 - PROVIDE CARBON MONOXIDE DETECTORS INSTALLED w w ------------- AS PER IFC 915 AND THE 2020 NEW YORK STATE UNIFORM CODE z z o w ------------- TO BE REMOVED J z ALL DETECTORS TO BE HARDWIRED &INTERCONNECTED J p � EXIST'G STRUCTURE EGRESS: Q z 0 T_ w PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY M j LEGEND ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE UNIFORM CODE O m SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH i INDICATES LOCATION OF SHEAR WALL HOLD-DOWN OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. BY"SIMPSON"OR APPROVED EQUAL SEE SHEET#13 (TO BE INSTALLED AS PER N.Y.S.CODE) ALL FASTENERS SHALL BE INSTALLED WITH STRICT Lo ACCORDANCE W MANUFACTURER SPECIFICATIONS C U o B HOLDDOWN CONNECTION NOTE ALL WINDOWS SHALL BE ANDERSEN 400 SERII6ACTOR=.29 SHGC=.22 z co HOLDDOWNS SHOWN ON FOUNDATION =INDICATES EMERGENCY ESCAPE&RESCUE OPENING AS PER R310.1.1 J E❑ C) N PLAN ARE CONNECTING FOUNDATION W WINDOW&DOOR DESIGN PRESSURE TO BE GREATER THEN 30 PSF TO FIRST FLOOR W W � SKYLITE DESIGN PRESSURE TO BE GREATER THEN 50 PSF AS PER TABLE R301.2(2) HOLDDOWNS SHOWN ON FIRST FLOOR Q 0 _ PLAN ARE CONNECTING FIRST FLOOR THIS WINDOW MUST BE TEMPERED SAFETY GLASS — O TO SECOND FLOOR AS PER SECTION R308 OF NYS BC W (q -1 1. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY W Z w I ESCAPE. IN CONFORMANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE z W C ¢ d SEC. R310 MIN OPENING OF 5.7 SQ. FEET(5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE z U)Lu cUn r TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH 0 J W OF 20"(OPERATION W/O NEED FOR TOOLS) BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. W U 0 N 2.ALL WINDOWS MUST BE ANDERSEN-400 SERIES w a' I- J L Z O10 3.ALL WINDOWS MUST HAVE A U-VALUE OF. 5 OR LESS. O w CQ 0 W 1 U G Q 0 l DWG NO 1 -- '1 6 i I 50'-0" i 6'-4" 15'-8" 11'-2" 16'-10" ATTIC INSULATION i A 8 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE - - - - - -EGRESS - - — — — — — — —S-AF GtASS — — — — — — — — — — AFffiY ASS- - - - - - - - - - - - - - - - - - - - 2-NEW 3046 DH WIN NEW A31 4035 PICTURE WIN 6" RIGID INSULATION I 2-2"x 10"HEADER , x " E r- , �_ __� ATTIC FLOOR FRAMING ----------- — ---------- ---- -- 12'-0" 6'-0" I 1 -4 6'-2" i 6'-2" I I I I I I LO I CLO 0 0 "' 1 - PROPOSED L= I MASTER I I I I 1 � `� o I PROPOSED I I I I --- �' BATH C N © Q ® -� --------- z I 00 I I x I N PROPOSED o o J BATH N I 0 I I cn N I _ " " w 8'-0"CEILING HEIGHT ^ `� ~ BEDROOM cV N U � VECH MECH ,l o CLO I 8'O"CEILING HEIGHT Dry Wash o P VENT. - g _ _ 21 N MECH �� o o z I SITE BUILT ATTIC ENCLOSURE VENT. x o x w 2068 Q - MECHANICALLY SECURED O ELEC. c0 PROPOSED N N " I Q MECHANICAL LATCH TO PRESSURE O S.D. DET I o 1 CM LAU RYA �o� L 0o I I Q SEAL AT WEATHERSTRIPPING N 8'-0"CEILING HEIGHT ---------- --J I MANUFACTURED PULL DOWN STAIR ----- -=--------- �- ---------� i INSTALL FIBERGLASSJ 2-2"x 10"HEADER 2668 2 2"x 10"HEADER W p PAN FOR WASHER& 19—$ 6 —2 a ' " 0 DETAIL o0 2-2"X 12 RI E — —V€NT-DRYERS PER ME15O2 — — — =—_ — —N — — 2 2"X "RIDGE — — — PROPOSED— — — — — — 2=2"X 12"RIDGE — _ 0 PR-UPOSSE �� o o ATTIC ACCESS DETAIL N.T.S. cn 00 L 1L 0 ELEC.I \\ I I x N SD. HALL soC. MASTER NN I CM. L------ —'� c� z�w DEr. RAILING INSTALLED 0 C.M. BEDROOM II AS PER R-312 0 0 7(-)2C'4 ZhL ui 10'-0"VAULTED CEILING HEIGHT L ZL PROPOSED ELE W/INSULATION © Q 2-13 4"x 117 8"LVL HEADER < 0 1 S.D. O O ` O O cMS PER 2020 IECC o cn cn o / \ o o N( cnBEDROOM oDET. c0 ~ c0 af o O ~ O_ACCESS OPE NG CONFORMS TO WE x o — o � 'I I — o8'-0"CEILING HEIGHT o NE ORK STATE R807 N � `` ' /20 $\ _ ' L` 0 0 0 n AND M1401.2 ozo � I ozo � ROOF BELOW i 1 °" co xw xo // I �\ xw Xo I / \ o ,L z 1 COORDINATE TOP OF CLOSET WITH N U NOf x N �' N af �C? B DTTOM OF ADJACENT LVL M / wl l ` cs \ X W x 0 Z N N w OPEN TO ' of N 2Q / N \ w co �� BELOW ,/ Ni ` o / A 2"x 6"I 2"x 6" \ / 2% 10" 1 22"x 1010"p \ �' RR 16"oL RR 16"o \\ / R�c I RR 16"O� \ N tLa��I CD o n n n n n n / N Z w N Z 2-2 x 1b HEADER 2 2 x 10 HEADER 2 2 x 10 HEADER 1I I O ' 2-NEW 046 DH WIN NEW 3046 DH WIN 6'-O"X 3' URE WIN / 2-2"x 12"HEADER I w - - - - -SAFET LASS-- - - - - - - - - - - - - - - - - - � — Lu - - - - - - - — - - - -3=NEW-3046-DH-WIN- - - - - - EGRESS ROOF OVER ROOF CONSTRUCTION W/ OO F C I 0 SEAL _�\ 2"X 10"VALLEY RAFTER ON THE FLAT C L 8 RE D A RC,y 8' 6" 11' 6" 1�ro +,g F 0 F N E�1 6'-4" 9'-6" 9'-2" 14 4" 10'-8" YJ 50'-0" cow Y 00 W 00 S o? U M PROPOSED SECOND FLOOR PLAN 1/4"=1'-0" Y � Y O tY >- O w w z z o w F— Z Lu J W SCRIBE @ WALL(TYPICAL) Q Z p Oz 2iw Z) cn LU FIXED WOOD SHELF WOOD BLOCKING 3 SIDES F Lo co N m N `- \ 1'-6" SCRIBE @ WALL(TYPICAL) 1 -6 _ 1 1/2"DIA. POLE SECURED W/FLANGES BOTH SIDES. N WOOD BLOCKING 3 SIDES 1'-0" I FIXED WOOD SHELVES z J m J U J O N 1 W W � n N 0 LL. O in W � !n z Of �Z w I I Wcli Q Z r- W � J W U 0 J w N 0 z a- _ _ � w N O 0, W Q U W F 0 Q F- o 0 DETAIL z& DETAIL DWG NO COAT CLOSET DETAIL SCALE 1/2" : 1'-0" LINEN CLOSET DETAIL SCALE 1/2" : V-0" W/ SHELVES W/ SHELVES � � 5 i I NOTE : PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 RIDGE HEIGHT AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN �,--NEW-ASPHAUT PLACE OF NORMAL UNDERLAYMENT AND SHALL j \ OHMULL0 EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. NEW SPHAtT io OnJINULCO pp CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS ----------------- OF UL 127 AND SHALL BE INSTALLED AND FL IN SHING VAULTED CEILING TERMINATED IN ACCORDANCE WITH THE I MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 111 h 1 11 I u NEW NEW ID NEW 6'-0"X 3'-0"PICTURE WIN NEW NEW NEW WINDOW HT 3046 DH. 3046 DH. 3046 DH. 3046 DH. 3046 DH. 3046 DH. O WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW _ E NEW-ASPHALT o co I -- _till L SHIM ILL i 0 EW7XSPIPIT 30 NEWJ�SPHALT- FINISH FLOOR _____ 1�WGLES SHINGLES -- ----------------- FINISH CEILING I II II �II IIII II IiII II �I I LI ILJ�I - l111 11 Will 11 11 111 1 11 11 IL 1L l NEW NEW NEW NEW NEW NEW NEWS WINDOW HT 3046 DH. . Lil Lt 3046 DH. 3046 DH. `�� 3046 DH. 3046 DH. WINDOW WINDOW II I WINDOW WINDOW WINDOW L II II II f WINDOW WINDOW �I I11 1L1JL1L �u j L �j � I I I I I I I_LI - o L)L�I I III Lll NN4E QIN� L d b� LLL S�LIE� E.4 AS' LL 1L tii �i P R� NN�R II II, II �I JAL Lo 1LlL f llJ I � I� I 11 �l l 11 l l lLL' W 111 EL'E T� NEWS I�IN ELE�E R N ll1 L 1LL1 ER OW ERL l FINISH FLOOR_ ----- GRADE - ------ - - -- -- - --------- ------- I i i I GRADE NEW 8"CONC.FOUNDATION WALL I L J L J I I I I L________________ _ NEW 8"x 16"CONC.FOOTING 4"x 4"POST ANCHORED ON I 14"0 x 36"FTG.BELOW GRADE i AND 4"-6"ABOVE GRADE NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL I I i I � I I U I I z I I I O _______________________________ I I — L-------------------------------------- ---------------------------J_ ----i L NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING > --------------------------------------------------------------------------------------------------------------------------------------L----� w rr - SEAL RED A q PROPOSED FRONT ELEVATION \ , 1/4"=f-0" 12 6 16> Lp o ? y - o 12 9�F OF N E�1 6 VAULTED CEILING NEW SIDING SELECTED AS PER OWNER 00 ----------------- FINISH CEILING - o ------------ _ co WINDOW HT. ---- -- Y NEW NEW �'_p" WINDOW HT. co w 0 3046 DH. 3046 DH. oo U WINDOW WINDOW O co 00 - O I0000 � I 12 Y FINISH FLOOR 5 FINISH FLOOR ----- -------- NEWSIDING- -------- ----- - O ----------------- SELECTED 4 _____________ >- O FINISH CEILING —PER-OW FINISH CEILING W w z z o z Q I. E WINDOW HT. NEW NEW WINDOVV HT w 0 J or w 3046 DH. 3046 DH. o WINDOW WINDOW Q w O CD W r� Lo I m < °O EW.SIDING a' O m 00 -SELECTED AS I PER-OlAIDIER C.0 _FINISH FLOOR I OOR_ GRADE (� tf)U z I I GRADE Lu z _I m I I I I J U N 4"x 4"POST ANCHOIED ON i i o j Z I I I I i 14"0 x 36"FTG.BELOW GRADELu O AND 4"-6"ABOVE GRADE i i Q - 4"x 4"POST ANCHORED ON I I I L__ 1 > U O 14"0 x 36"FTG.BELOW GRADEi j i NEW 8"CONC.FOUNDATION WALL I > W AND 4"-6"ABOVE GRADE i i i i W IY z W l l z W CD Q i2l z E3 (J) Lu Q Lu ---------------------------------------------� �- c) co - NEW 8"x 16"CONC.FOOTING � � O W U N ------------I----------------- --------------------------------------------------� U a- —i w Z ui 00 O z a- _ = w N O w Q c-> W a- U G Q DWG NO PROPOSED RIGHT SIDE ELEVATION 1/4"=f-0" i 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 c EXTEND A MINIMUM OF 24"INSIDE THE EXTERIOR WALL LINE. RIDGE HEIGHT 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 SHINGLES --S ------------------- FINISH CEILING WINDOW HT. NEW NEW NEW NEW 4035 PIC A31 AWN. 3046 DH. 3046 DH. WINDOW WINDOW WINDOW WINDOW 0 00 c i NEW SIDING =NGtES---- E ECTED AS °�,° —PER-0WNER FINISH FLOOR FINISH CEILING WINDOW HT. NEW NE NEW NEW NEW NEW 303 H:�032-0H. 60 SLIDE 3046 DH. 3046 DH. 3046 DH. WWINDO WINDOW WINDOW WINDOW 0 20 EWSIDING 1 SELECT-ED-AS - --- d—PER-0WNER I NEW — SIDING EW SIDIN SELECTED AS - FINISH FLOOR SELEGTED AS ---- ---------- _PER OWNER —PER OWNER I GRADE GRADE I I I I NEW 8"CONC.FOUNDATION WALL i o cn I I I I I z II I --------------------------------------------------- � ih O I I I--------------- � to I I I NEW 8"x 16"CONC.FOOTING Lu NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL I I I I I I SEAL I I I BRED AK. RC �---- 1------------------------------------------------------------ ----------------------------------------------------------------J L1__________________________NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING , F Jk /_4� 12 PROPOSED REAR ELEVATION -16 �F NEw i I 1/4"=f-0" I 12 6 F— SHINGLES I 00 o NEW-SIDINGc i w —SELECTED-A Y � U —PER OWNER 00 w co = FINISH CEILING U M WINDOW HT. F c) 00 12 co I I e 6 6 _ Y O 0� O 12 w w FINISH FLOOR 5 zz z o Lu J F_ c _ _______________ uJ 0 -1 W FINISH CEILING EW SIDING J O JQ ELECTED A a- 0 -PER 0 N � w U) Low r� > — m ( WINDOW HT. _ 01— 00 -- - - - Da 00 z _FINISH FLOC - - Z --� -- J LLJ Om N Lu z GRADE ���II� - -- I L E > Lu D O - O o I ' 4"x 4"POST ANCHORED ON i NEW 8"CONC.FOUNDATION WALL i i i > L1J 0 14"0 x 36"FTG.BELOW GRADE I I I I LLJ AND 4"6"ABOVE GRADE F,------------------------------------------------------- i i Z Lu (D Q I NEW 8"x 16"CONC.FOOTING --------------- L_L__J L Z 4"x 4"POST ANCHORED ON LLJ Q LLJ cn I 44"0 x 36"FTG.BELOW GRADE AND 4"-6"ABOVE GRADE J I) c� I I O Lu U (v NEW 8"CONC.FOUNDATION WALL i -ULL) 0 ~ J t z c I I 0 � w Q 0 W � CV I I -i Ir Q ----------------------------------------------- --------------- Q r- L------------------------------ NEW 8"x 16"CONC.FOOTING- --_----J -------------------------- DWG NO Iri PROPOSED LEFT SIDE ELEVATION �� '`. 7 1/4"=f-0" 01 I I _ I I 2-2"X 12"RIDGE NEW 2"x 6"COLLAR TIES @ 32"OC NEW 2"x 10"RR 16"oc NEW 2"x 10"RR 16"oc 1/2"PLYWOOD SHEATHING 1/2"PLYWOOD SHEATHING #15 FELT #15 FELT ASPHALT SHINGLES ASPHALT SHINGLES "NO I ROOF NO VENTING NEW 2"x 10"CEILING JOISTS @ 16"OC NEW 2"x 10"CEILING JOISTS @ 16"OC R-38 CLOSED CELL 1/2"GYPSUM BOARD. SPRAY FOAM INSUL. NEW 2-2"x 4"TOP PLATE NEW 2-2"x 4"TOP PLATE R-38 CLOSED CELL SPRAY FOAM INSUL. 1/2"GYPSUM BOARD. NEW 2"x 4"STUDS 16110c NEW 2"x 4"STUDS 16"oc 1/2"CDX PLYWOOD SHEATHING VAPOR BARRIER PROPOSED 1/2"CDX PLYWOOD SHEATHING R 3 RIGID INSULATION BOARD R-15 INSULATION W/ VAPOR BARRIER SIDING AS SELECTED BY OWNER 1/2"GYPSUM BOARD. MASTER R-3 RIGID INSULATION BOARD 3/4"SUB FLOOR GLUED AND NAILED BEDROOM CLO SIDING AS SELECTED BY OWNER 10'-0"VAULTED CEILING HEIGHT 3/4"SUB FLOOR GLUED AND NAILED NEW 2"x 12"FLOOR JOISTS @ 16"OC NEW 2"x 12"FLOOR JOISTS @ 16"OC NEW 2"x 10"RR 16"oc NEW 2-2"x 4"TOP PLATE 1/2"PLYWOOD SHEATHING I #1.'i FELT Alt ASPHALT SHINGLES TECO'S HDR AS PER PLAN NEW 2"x 4"STUDS 16"oc I LVL HEADER WRAPPED WATERTIGHT R-15 INSULATION W/ R-15 INSULATION W/ 1/2"CDX PLYWOOD SHEATHING VAPOR BARRIER 1/2"GYPSUM BOARD. 1/2"GYPSUM BOARD. NEW 2"x 8"CEILING JOISTS @ 16"OC PROPOSED PROPOSED R-3 RIGID INSULATION BOARD 4"X 4"ACQ POST W DECOOSURE SIDING AS SELECTED BY OWNER MN ENCI LIVING ROOM KITCHEN 3/4"SUB FLOOR GLUED AND NAILED 9'0"CEILING HEIGHT 9'0"CEILING HEIGHT NEW 2"x 12"FLOOR JOISTS @ 16"OC j 2"X 10"P.T.LEDGER BOARD LAG E30LTED TO DWELLING W/1/2"LAG BOLTS @ 14"O.C. SILL SEALER AS PER TABLE 507.2 TERMITE SHIELD j ANCHOR BOLTS 1/2"DIA x 8"LONG @ 8'oc MAX NEW 2"x 8"FLOOR JOISTS @ 16"OC F 2"x 6"CCA SILL NEW 2-2"x 12"GIRDER R-30 INSULATION R-30 INSULATION GRADE GIRDER AS PER PLAN 4"x 4"POST ANCHORED ON PROPOSED PROPOSED 14"0 x 36"FTG.BELOW GRADE CDAND4"-6"ABOVE GRADE UN-FINISHED 1 co UN-FINISHED NEW 8"CONC.FOUNDATION WALL CELLAR CELLAR NEW 8"CONC.FOUNDATION WALL00 z 0 NEW 4"C014C SLAB NEW 4"CONC SLAB > w NEW 8"x 16"CONC.FOOTING NEW 8"x 16"CONC.FOOTING SEAL tA.K. Q y'47 SECTION VIEW ,/A�\ 1/4 -1-0 8 OF NE Table P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES I TRAP I PLUMBING FIXTURE (MIN SINE) / CO o LU / BATHTUB (with or without U ROOF fi 4"O VENT THROUGH ROOF n j shower head and/or 1 1/2 whirl ool attachments 00 _ 4"STACK co LU i j Bidet 1 1/4 / M Clothes with standpipe 2 I I i 2" 2" I I 2 2 Dishwasher (on separate trap) 1 1/2 r-------r------T-------------------- 11 -I/2" j 1 1/2" 1 1 1/2" 1 1/2" I i 1 1 1/2" I 1 1 1/2" 1 1/2" I 1 1/2" j / Floor drain 2 W.C. LAv LAv j i LAv WC. I /j Kitchen sink(one or two BATHTUB j WASHER I BATHTUB traps, with or without Y SHOWER I DRAIN PAN I WlSHOWER %-� dishwasher and food waste 1 1/2 0 � �- 0 2 2 i i 2 I j disposer) � } Laundry tub1 1/2 w w �2 2 2 i 2 i 2" 2" C.O. j one or more com artments Z Z o Lu 1 1/4 J or_2ND FLOOR I j Lavatory LL1 W ly flowerateSnow (basthrough ed on e total a Q O jshowerheads and bodysprays) w D 2" 2" I 2" ------- 2" I Flow rate: L0 w r > ------T------------� I r----- I �� 5.7gpm and less 1 1/2 M N Q 1 1 1/2" 1 1/2" 1 1/2" i i i 1 1/2" 1 1/2" co more than 5.7gpm .gyp to 12.3gpm 2 'Al `r ' more than 12.3gpm up to 25.8gpm 3 L" 2 LAV I LAV W.C. I j I more than 25.8gpm up to 55. 6gpm 4 j:2 TI I 2"0 VENT I r------I------� 2" i 2 I i 11/2" I % PLUMBING j I i I j 1. ALL WASTE AND VENT PIPING ABOVE GRADE SHALL BE PVC SCHEDULE 40 DWV. I 2„ I NEW KITCHEN 2. ALL WASTE PIPING BELOW GRADE SHALL BE STANDARD WEIGHT CAST IRON.. I DISHWASHER I /� F.A.I. 3. ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE TYPE L COPPER TUBING, LO 2„ ALL SOLDER SHALL BE LEAD FREE. z J 1ST FLOOR i 4. ALL SUPPLY PIPING SHALL BE INSULATED WITH 1/2" INSULATION. J W J 0 C`) 2 �j 5. ALL FIXTURES SHALL BE AS SELECTED BY OWNER. W z ' N TO APPROVED SANITARY 6. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE HEALTH DEPT., W C.O. / SEPTIC SYSTEM. STATE BUILDING AND ENERGY CODE. 0 0 _ 4" 0C.I. X w 0 o � Z w II 4"C.I. House Trap In W J Pit W/Stl Cover z WATER SUPPLY& DISTRIBUTION NOTE: DRAIN,WASTE&VENT NOTE: Sec. P3103.1 — Roof Extensions 0 Z � Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated W Q � `" MATERIALS FOR DRAIN,WASTE&VENT SHALL snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, W 1.SERVICE FOR NEW BATHROOM'S WILL BE TAKEN g y P Cn J FROM THE EXISTING WATER SERVICE. COMPLY WITH TABLE P3002.1 DRAIN,WASTE& observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than O N W TABLE P3111.3 SIZE OF COMBINATION WASTE& 7-0 above the roof. 0 W J w Z ' 2.WATER DISTRIBUTION PIPING&FITTING SHALL VENT PIPE. w 00 COMPLY WITH R.C.O.N.Y.S.TABLE P2904.5 WATER Sec. P3103.2 — Frost Closure -' z a- _ = g NDISTRIBUTION,FOR MATERIALS&TABLE P2904.6 Q W PIPE FITTINGS,FOR MATERIALS. Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or Q wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not less than 1 foot inside the thermal envelope of the building. DwG NO RISER DIAGRAM � � � 8 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 PAPE ROOF SHINGLE. 1" x 2" BLOCKING. I / PLYWOOD SHEATHING. 1 1/4° x 20 GAUGE GALV. 1 2" CDX PLYWOOD STRAP (TYP.) WITH (6) 8d COMMON NAILS IN EACH I END OF STRAP. # 15 FELT PAPER 1 1/4" x 20 GAUGE GALV. I STRAP (TYP.) WITH (6) 8d COMMON NAILS IN EACH J i END OF STRAP. I � III I 24 MIN. ' I HIt SIMPSON u ALL FASTENERS SHALL BE INSTALLED WITH STRIC ACCORDANCE W/ MANUFACTURER SPECIFICATION RIDGE BEAM. CATHEDRAL C LG. 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 STRIC ADDED TO ROOF RAFTER WHEN STRAP (TYP.) WITH (4) 8d CATHEDRAL CEILINGS CONDITION VALLEY FLASHING COMMON NAILS IN EACH ACCORDANCE W/ MANUFACTURER SPECIFICATIONS EXISTS ALL FASTENERS SHALL BE INSTALLED WITH STRI END OF STRAP. ACCORDANCE W/ MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE" CONNECTOR 7 >> »: , :. DETAIL A" ���%. DETAIL B �BY SIMPSON OR APPROVED EQUAL. DETAIL < �!" C" 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 2'-0"MAX CAN'T I 5/8"TYPE "X" GYPSUM BOARD 1'-4" 3" I NOTE: 3/4"SUB FLOOR GLUED AND SCREWED 2"X 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED NOTE: x \ Q\\ TO UNDERSIDE OF FLOOR JOISTS & INSULATION SHALL FILL FLOOR CAVITY \\\� BACK DOWN WALL STUD SOLID BLOCKING @EXTERIOR TIGHT TO sU6 FLOOR. R-15 MINERAL FIBER INSULATION PARTITION. �11x X BETWEEN HEATED & NON-HEATED THOUGH BOLTS HEADER I 11 1/2"INSULATION SPACES. STEEL PLATE FIBER STRONG RIM BOARD BY -----� MANUFACTURER @ END OF JOISTS. - `1 1/4" x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 1/4" x 20 GAUGE STRAP (TYP.) WITH (6) 8d VINYL SOFFIT GARAGE HABITABLE SPACE ACCORDANCE W/ MANUFACTURER SPECIFICATIONS STRAP (TYP.) WITH (8) 8d COMMON NAILS IN EACH AS PER PLAN COMMON NAILS IN EACH END OF STRAP. UP AND END OF STRAP. I OVER FL JOISTS & DOWN WALL STUD AS PER PLAN DETAIL "E" 0 DETAIL " F " o DETAIL " G" DETAIL " H " S2 CANTILEVER UP—LIFT CONNECTION DETAL N.T.S. CANTILEVER FRAMING DETAIL 1/2" = 1'-0" FIRE SEPARATION @ GARAGE WALL N.T.S. HEADER STEEL PLATE AI 1/2" = 1'-0" w SEE TJI DETAILS ON SHEET #17 SEE TJI DETAILS ON SHEET #17 1 HOUR RATED x UL Design No. U333 SEAL SHEATHING 7 NOTE �.. I SIDING ALL STAIRS, HANDRAILS& 5 K.�RCy/� co FLASHING I CONTINUOS VENT RAILINGS SHALL COMPLY F� / w W/RCNYS SEC. R-311 &R-312 1 �1.0% I z ; d z< / ;? } c 1 2- J HARDWOOD OR STEEL HANDRAIL 1 1/4 AIR SPACE �- BACK-FLASHING - U W/1 1/2"MIN. FINGER CLR.AND NOT q 0; c ; c JG 1/2" MIN. BLANKET INSULATION 00 o TO PROJECT MORE THAN 4.5" lF 0 F N E� 3/4" AIR SPACE - cow FROM THE WALL. 0 ROOF RAFTER w w 3/4" 0 LAG BOLTS TOP E BOTTOM ® 24" O.C. MAINTAIN - 2" EDGE O END DISTANCES. 00 9" WOOD STRINGER, M TREADS, &RISERS 00 0 M w PRE-MOLDED 00 w EXPANSION JOINT. 00 1 1/4"NOSING 0? U r- 0 DETAIL " V" "MINIMUM WIDTH OF STAIRS TO BE 3'-0" CO ROOF VENTILATION N.T.S. >> » ' DETAIL K STAIR AND RAILING DETAIL N.T.S. � Y I p O W w Q 5 R.R./C.J. TO DWELLING PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER w � w ROOF CONNECTION CONNECTION DETAIL TECO'S 2"x 10"FLOOR JOISTS Q a p 2"x6"R.R.@ 16 O.C. W 2"x6"R.R.@ 16"O.C. HEADER AS PER M 3-10d COMMON PLAN CD m 1/2'LAG.BOLT Sill SOt• @ 24"O.C. I I ST PP14G @ 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 1/2'LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY COV. @ 24"O.C. SIMPSON STRONG TIE PORCH TECO'S (D U Oz z _I m W cM ABU46 POST BASE 5/8" -J C) ANCHOR BOLT W W 2"x6"DECKING DECORATIVE MOLDING PSON O - SEE DECK LATERAL ATTACHMENT 2"x6"DECKING 4"x 4"POST ANCHORED IN STRAPPING @ 16" O DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. FND 4"'6'ABOVE OGR GRADE DE W BOLTS @ A SIMPSON W z w - 0I 6 8d COMMON BOLTS 6-8tl COMMON 0 z W U II HGR. ® 16" � z 1/2'LAG.BOLT a° ' AB POST BASE BY SIMPSON � c ' 3-10d COMMON @ 24"O.C, FILLER STRIP d 0 Q W ' TECO'S a 0 W U N 5/8"ANCHOR BOLT " " " " w � w Q Ll.l GRADE O DETAIL N @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. � DETAIL O �' ' `� FLJ TO DWELLING PORCH DETAIL PORCH/RAFTER/GIRDER CONNECTION DETAIL N.T.S. POST CONNECTION DETAIL NTS IL CL v Q I— ¢o CONNECTOR POST W/CONC. CONNECTION • DWG NO DETAIL " M " a� PORCH CONNECTION DETAILS N.T.S. 9 16 i THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG ,� CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. OF SEALANT MAINTAIN EQUAL VENT SPACE ,' VENTED AIRSPACECO 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 _-_ OFF SEALUAONTS BEAD SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS / ATTIC INSULATION C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. 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 INSULATIOINSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONNE'TNSULATIAGSHE - ---- ---- - CONTINUOUS BEAD TO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. TO INSULATION BAFFLE OF SEALANT SEC. R403.1: HVAC CONTROLS - COMPLIES TO RIGID INSULATION BAFFLE i OFF SEALANT BEAD 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 WINDOW 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 C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1 v2°RIGID INSULATION EXPANDING FOAM AT SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. WINDOW PERIMETER SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD WINDOW UNIT AS OF SEALANT SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER CONTINUOUS BEAD SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. OF ADHESIVE I 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 ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM DETAIL " A" CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. "I CONTINUOUS BEAD 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 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT OF SEALANT 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 , ,, , FOUNDATION WALLAS �//\\//\\ , AIR BARRIER /' CONTINUOUS BEAD CONCRETE SLAB AS AIR BARRIER OF SEALANT COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA / VENTED AIRSPACE j\ ATTIC INSULATION 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 shall be filled by insulation Narrow cavities INSTALL 1"RIGID ROUGH CUT The exterior thermal envelope contains a that on installation readily conforms to the , r- - Generalrequirements continuous air barrier. available cavity space. AROUND VENTILATION CHUTE Breaks orjoints in the air barrier shall be -AIR SEAL PERIMETER WITH ,� I sealed. Air sealing shall be provided between the EXPANDING FOAM SEALANT Garage separation and conditioned spaces. � The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit garage p AIR SEALING DETAIL "B" shall be aligned with the insulation and any shall be aligned with the air barrier. gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building CONTINUOUS BEAD OF SEALANT Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC N.T.S. Access openings,drop dawn 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, Plumbing and wiring or insulation that on installation readily shall be sealed. walls shall be insulated by completely filling conforms to available space shall extend EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal behind piping and wiring. Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. 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 » C RIGID INSULATION SHEATHING walls shall be installed in substantial contact Shower/tub on exteriorwall adjacent to showers and tubs shall separate shall be insulated. DETAIL "R-VALUElTHICKNESS 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 framing,and skylights and framing shall be Electricall h co Windows.skylights and doors p one box on exterior walls electrical or communication boxes or Z sealed. air-sealed boxes shall be installed. O co > Rim joists shall include the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building LLJ Rim joists HVAC register boots thermal envelope shall be sealed to the 2X LEDGER ON TOP OF subfloor or drywall. 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 ���U ARC g y P that is recommended b ATTIC INSULATION \ h, Floors(including above garage and framing cavil insulation shall be permitted y the manufacturer. �5 ��,K•K• rFy l to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not cantilevered floors) P 9 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 "' y�! •�• o from the bottom to the top of all perimeter floor framingmembers. SATTIC ACCESS OTO F ------_- +1"OF INSULATION LEVEL Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue I j q� C o : yQ) 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 V RIGID INSULATION with overlapping joints taped. the crawlspace walls. space shall be sealed. ,' ,• F F N ' ACCESS PANEL i DRAWACCESS PANEL SNUG TABLE R402.1.2 WITH PERIMETER SCREWS I INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT TRIM ASREQUIRDED FINISHED CEILING GL/SED WCODFRAME BASEMENT SLAB d CRAWLSPACEO CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL DETAIL " D " DETAIL " E" CO ZONE U-FACTOR b U-FACTOR b,e R-VALUE R-VALUE R-VALUE SHGC F':VALUE R VALUE &DEPTH R-VALUE � Y h �. L AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" IN.T.S U 4 0.32 0.55 0.40 49 20 0R 13+5 8/13 19 10113 10.2 FT 10/13 "��,'` `" '_ 00 W , r �� RIGID INSULATION SHEATING °moo 5 0.30 0.55 NR 49 20 OR 13+5 13/17 30 15/19 10.2 FT 15/19 ,....��""' ffi• Jar . I I 20+5 6 OPTION 1 0.30 0.55 NR 49 OR 15/20 30 15119 10.4 FT 15/19 h 13+10 �;. 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30g 15/19 10.4 FT 15119 ° I I NR = Not Required. 't � � � � � � Y For SI: 1 foot = 304.8 mm. 3 ti PREFAB - ATTIC INSULATION }0 Of FIREPLACE UNIT W Z W t , SITE BUILTATTIC ENCLOSURE-MECHANICALLY SECURED z A. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE } i " _ t# J I. Z LABEL OR DESIGN THICKNESS OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE j' a ae s ; M RIGID INSULATION"R VALUE/DEPTH PER CLIMATE" W -J W SPECIFIED IN THE TABLE. O Q IY y ,� ,. W W O B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. �"+ 1 0 '! ��;^ x' INSULATED EXTERIOR Q z = 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 r; s W " / r - . . STUD WALL W r` THE BASEMENT WALL. "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 BASEMENT WALL. ALTERNATIVELY, COMPLIANCE WITH "15/19" SHALL BE R-13 CAVITY INSULATION ON INSTALL INTERIOR �r O `� m THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME t;.` �' `• '�' ''"`' _ "�" ' ;� ' I r, y. {.v SHEATING PRIOR TO D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION y'. ,; f INTALLATION OF PREFAB MECHANICAL LATCH TO " ,<i FIREPLACE UNIT R-VALUE FOR SLABS. AS INDICATED IN THE TABLE. THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND ATTIC FLOOR FRAMING PRESSURE SEAL AT BELOW THE SLAB. E. RESERVED. WEATHERSTRIPPING F. RESERVED. AIR SEALED WALL G. ALTERNATIVELY, INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. H. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13+5" MEANS R-13 Q CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. 1.0 I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION N.T.S. COMPRESSIBLE WEATHERSTRIPPING (� U O O AT PERIMETER OF ENCLOSURE r- IS ON THE INTERIOR OF THE MASS WALL. CONTINUOUS BEAD OF SEALANT z J MANUFACTURED RECESSED LIGHT ENCLOSURE J W J Om O J TABLE R402.1.4 a ATTIC INSULATION ° MANUFACTURED PULL W Z O DOWN STAIR Q O EQUIVALENT U-FACTORS ATTIC TRUSS �-WOOD FRAME FLOOR ASSEMBLY Q _ � O BASEMENT CRAWLSPACE > i CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR WALL WALL > W ( � ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTORb U-FACTOR U-FACTOR U-FACTOR W z W it 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 _ - a » » W 0 U 5 0.30 0.55 0.026 0.060 0.W2 0.033 0.050 0.055 _ _ _ _ _ = c DETAIL H W Q w CO C) J 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 EXPNADING SEALANT AT PEIMETER U al J W Z N A. NONFENESTRATION U-FACTORS SHALL BE' OBTAINED FROM MEASUREMENT, CALCULATION OR AN APPROVED nLU SOURCE. DRYWALL CEILING D W W = = g NB. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5. WHERE MORE THAN HALF THE INSULATION RECESSED LIGHTING FIXTURE Q c WIS ON THE INTERIOR, THE MASS WALL U--FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT a W U Q ~ r- MARINE, 0.065 IN CLIMATE ZONE 5 AND MARINE 4, AND 0.057 IN CLIMATE ZONE 6. CONTINUOUS BEAD OF SEALANT C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1, THE BASEMENT WALL ei U-FACTOR SHALL NOT EXCEED 0.360. DWG NO DETAIL " F" DETAIL " G)l 10 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S " MANUFACTURED FIREPLACE ASSEMBLY --- J i / FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING / END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#2 _ CONTINUOUSLY SHEATHED _ _ CONTINUOUSLY SHEATHED END CONDITION#5 // BRACED WALL LINE � BRACED WALL LINE N 1 / 7 6'-0" 4'-0" 15'-0" m 4'-0" 16'-0" 2'-0" 10'-0" 2'-O" 12'-0" 4'-O" m j � .4 e 9 LILI I/ 4'- ,BRACED WALL SE 2'-0"BRACED WAL SEE 2'-0"B RACED W LL SEE 4'-0"13RACED WALL BWL A DETAI S SHEET#11,12,13&14 DETAILS SHEET#11,12,13&14 DETAILS SHEET#11,12,13&14 DETAILS SHEET#11,12,13 14 BWL A ----J L----------------- I RETURN HOLD-DOWN 0PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT 1 END OF BRACED WALL LINE END OF BRACED WALL LINE I 4-0"BRACED WALL S E END CONDITION 1 END CONDITION 2 ' DETAILS SHEET#11,12,13&14 BWLBr----------+ I BWL BI -------------- -------------------------------- , -- ----- - ------- ------------------------- r------------------------ ------ - - --------------------------------------------- ), oi ---- I I ; ' CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED lO I BRACED WALL LINE BRACED WALL LINE Ll ' j FIX El' XM/l/ RETURN D ' PANEL ------------- 48"MINIMUM BRACED WALL PANEL FIRST BRACED U AT END OF BRACED WALL LINE 10 MAX WALL PANEL II END CONDITION 3 *SEE REQUIREMENTS END CONDITION 4 � I I CONTINUOUSLY SHEATHED REQUIREMENTS i ________________________________- BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH cn WOOD STRUCTURAL PANELS 32"FOR BRACED WALL a I LINES SHEATHED WITH STRUCTURAL FIIBERBOARD Ln Lli DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH I I / WOOD STRUCTURAL PANELS 32"FOR BRACED WALL 0 �/ / LINES SHEATHED WITH STRUCTURAL FIIBERBOARD I ; ' / j j SEAL // ARC HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE 'Ll DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND N.K.EILI �� / TO THE FOUNDATION OR FLOOR FRAMING BELOW Q l / � a HOLD-DOWN I ; DEVICE FIRST BRACED Is - � I i i END CONDITION 5 WALL PANEL BWLC --------� ------- I - I ---- -------- I BWLC - OF NEB -_—_— —_—_—_ _---_ —_—_ _ _—_ _—_—_—_—_—_—_—_—_ FOR SI:1 INCH=25.4MM,1 FOOT=304.8 MM,1 POUND-4.48 N --- ----- - ----- -- --- ------ ---- -..-__----d I-------- --I I.----J L----J -- L--__---__ I 4' "BRACED WALLS E 4' "BRACED WA SE 2'.0"B ACED WA L SEE 2'-0" ACED W LL SEE 4' "BRACED WALL SE DETAI SHEET#il,12,13&14 DET ILS SHEET#11 12, L3&14 DETAILS SHE T#11,1 ,13&14 DETAILS SHI ET#11,1 ,13&14 DETAILS SHEET#11,12,13 14 I I I I I 1 4'-0" 18'-0" 4'-0" I 19'-O" 2'-0" 10'-0" 2'-0" 12'-0" 4'-0" ' lo 1 M coo m l m i m i co Y 00 W CO = FIGURE R602.10.2.2 C LOCATION OF BRACED WALL PANELS co FOR SI:1 FOOT=304.8 MM 0 Q� ice , i END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#5 END CONDITION#2ji % O 20' MAX 10' MAX J zQ z BWL3 Z � LLIo BWL2 BWL1 d � O Q � jRACEq WAL4 W t� Z , '�w Q Lo j �, / Lu c�Q / aai as oQ /i,; i i LLj o Q Q m m / 0. / /m/ Q a i ' Q o / m / co I I I o . D 6/9 t i/i%�� � , zi C) Z_ jRACEb WALL cv I I I // PANEL Z w J w o - � U N x I I Q W Z CL LLJ FIRST FLOOR BRACING PLAN , RA , �, o co,� % I m o 1 4"=1'-0" /r r / ----- ----- --- ---- n > W BRACING METHOD : CS-WSP ( SEE SHEETS #8, 9 & 10) m w Z W 11 Do z w C7 Q 1ST FLOOR 20' MAX 20' MAX D L z � NOTE:CONTINUOUS SHEATHING W W METHODS REQUIRE ALL FRAMED (nPORTIONS J WALL L NEOTO BE SHEATHED. /F THE BRACED / , j i�. F- W I BRACED WALL LENGTH = 11.5 % / �/, c) a co _j Lu Z ADJUSTMENT FACTOR = 1.00 Vim/ p; j of o w Q w N Q z a. _ _ = f OTT < ADJUSTED BRACED WALL LENGTH 11.5 % / DWG NO MINIMUM BRACED WALL LENGTH = 241 AS PER TABLE R602.10.5 R i i , i. F1771 zLLi / /Ua /aQ Qo¢ / a� /p0 00 00 / %m / END CONDITION#2 END CONDITION#5 END CONDITION#5 END CONDITION#2 2'-0" 14'-0" 2'-0" 10'-0" 2'-0" 16'-0" 4'-0" � N rI J � J I m I m 0"BRACED WALL SEE 2'-0"BF ACED WALL SEE 2'-0"B MED W LL SEE 4' "BRACED WALL S BWL A ETAILS S EET#11,12,13&14 DETAILS SHEET#11,12,13&14 DETAILS SHEET#11,12,13&14 DETAILS SHEET#11,12 13&14 BWL A r- --- --- ----� x gJ -------- ------------- I I I I I I CCI II \ I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I - I I I I I I o i I I Dry Wash , I I � I � i I I I o o I I ® ® -------------J I ---------- I —r I I I I i I I I I I I I I I I I I I ( I I I I I I I I I I II I I I I 1 I z O I I > w I ( II SEAL �D ARC K. rFti,��r La Cp _ - ) BWL B ——— ----------- r ——— e-————�— ----------------- ——— --- BWL B �F F o N ESN ,O BWLC ----.,— — ------ — �_—_� — wit.. ----`---- ----- `_ BWLC --- — ---------- -- --- --- -- --- -- ------ 2'-0"BR ED WALLSEE 2'0"BRACED WALL SEE 2'-0"ERA ED WALL EE 2'-0"BRACED WA SEE DETAILS SH ET#11, 2,13&14 DETAILS HEET#11 12,13&14 \DETAILS SHE #11,12,13&14 DETAILS SHE T#11,1 ,13&14 ( I 2'-0" 16'-6" 2'-0" 2'-0" 14'-6" 2'-0" 1 ci N m I m I co I I Y 00 w co _ C � m END CONDITION#2 END CONDITION#2 END CONDITION#5 END CONDITION#5 O L }w w Lu z z o w Q z J w J w L J Q- QQ O Q Z /�.Z/ �Q Z �iZ/ Q z 2 LLi � W � (n Ua wCL /w< iUa � W t� } �U{ N Q </ / r m m Z U z -� m J U ___I O N w Z �- SECOND FLOOR BRACED WALL PLAN o ° o BRACING METHOD : CS-WSP SEE SHEETS #8, 9 & 10) 1/4"=f-0" w Z w _ z w Q 2ND FLOOR o zQ w c co -i � o BRACED WALL LENGTH = 6.0 0 w co 0 N ADJUSTMENT FACTOR = 1.00 U Iz J w z ' O z n- _ _ 0° gN° � � Q 0 w IQ F— ADJUSTED BRACED WALL LENGTH = 6.0 DWG NO MINIMUM BRACED WALL LENGTH = 24" J1(AAS PER TABLE R602.10.5 12' i 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 OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS � FLOOR 30- FOOT MEAN ROOF HIEGHT ROOF 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(2 1/2"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 Blocking between ceiling joists or rafters to top 3-8d common 21/2"x 0.131" :or Toe nail 21 Joist to sill,top plate or girder Toe nail ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS ( ) 3-10d box(3"x 0.128");or , i plate 3-1 Od box(3"x 0.128"):or 3-3"x 0.131"nails (MPH)WIND SPEED STORY LOCATION (FEET)SPACING METHOD LIB b METHOD GB DWB, WSP SFB,PBS, PCP, HPS, CS-WSP,CS-G, 3-3"x 0.131"nails BV-WSP, ABW, PFH, CS-PF 4-8d box(2 1/2"x 0.113")or 8d box(2 1/2"x 0.113") 4"o.c.toe nail PFG,CS-SFB c 2 Ceiling joists to top plate 3-8d common(2 1/2"x 0.131"):or Perjoist,Toe nail 3-10d box(3"x 0.12 ):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 to late roof applications also 10d box 3"x 0.128" ;or 3-3"x 0.131"nails p p ( pp ( ) 6"o.c.toe nail 20 7.0 7.0 4.0 3.5 Ceilingjoist not attached to parallel rafter,laps 3"x 0.131"nails 3 j p p 4-10d box(3"x 0.128");or Face nail 3-8d box (2 1/2"x 0.113");or 30 10.5 10.5 6.0 5.0 over partitions see Sections R802.3.1,R802.3.2 �� 40 13.5 13.5 8.0 6.5 p [ 3-16d common(3 112"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail 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.,1 3/4"long 60 19.5 19.5 11.5 9.5 Ceiling joist not attached to parallel rafter 4 (heel joint)[see Sections R802.3.'I and R802.3.2 Table R802.5.1(9) Face nail 24 2"subfloor to joist or girder 3-16d box(3 1/2"x 0.135");or Blind and face nail 120 10 7.5 7.5 4.5 3.5 and Table R802.5.1(9)] 2-16d common(31/2"x 0.162") 20 14.0 14.0 8.0 7.0 Collar tie to rafter,face nail or 1 1/4"x 20 a. 4-1 Od box(3"x 0.128");or 30 20.0 20.0 11.5 9.5 5 9 Face nail each rafter 40 25.5 25.5 15.0 12.5 ridge strap to rafter 3-10d common nails x 0.148");or 25 2"planks(plank&beam-floor&roof) 3-16d box m (3 x 2"x 0.);or At each bearing,face nail 50 31.5 31.5 18.0 15.5 4-3"x 0.131"nails 2-16d common(31/2"x 0.16") 60 37.5 37.5 21.5 18.5 3-16d box nails (31/2"x 0.1135");or 2 toe nails on one side and 1 toe nail 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 3-16d common (31/2"x 0.162") 10 NIP 11.0 6.5 5.5 iid 4-10d box(3"x 0.128"); or on opposite se of each rafter or 26 Band or rim joist to joist 4-1 0d box(3"x 0.128");or End nail 20 NP 20.5 11.5 10.0 4-3"x 0.131"nails truss 4-3"x 0.131"nails;or 4-16d (31/2"x 0.135");or 38 4-3"x 14 ga.staples,7/16"crown 30 N P .0 17.0 14.5 Toe nail 40 NP .0 22.0 18.5 3-1 Od common(31/2"x 0.1148"); or 20d common(4"x 0.192");or Nail each layer as follows:32"o.c. 50 NP 47.0 27.0 23.0 4-1 Od box(3"x 0.128"); or at top and bottom and staggered. 7 Roof rafters to ridge,valley or hip'afters 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(31/2"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(31/2"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 1l2"x 0.135");or 40 15.5 15.5 9.0 7.5 8 Stud to stud not at braced wall anels 16d common (3 112"x 0.162") 24"o.c.face nail 28 Led er stri su ortin oists or rafters 3-16d common 31/2"x 0.162" ;or At each joist or rafter,face nail 50 19.5 19.5 11.0 1. 2ND FL ( panels) 9 p pp 91 ( ) 1 Od box(3"x 0.128");or 4-1 Od 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 10 8.5 8.5 5.0 4.5 16tl box(3 1/2"x 0.135");or 12"o.c.face nail 9 Stud to stud and abutting stud at intersecting 29 Bridging to joist 2-1 Od(3"x 0.128") Each end,toe nail 3"x 0.131"nails wall corners(at braced wall panels) 16"o.c.face nail <130 20 16.0 16.0 9.5 8.0 16d common(31/2"x 0.162") NUMBER AND TYPE 30 23.0 23.0 13.5 11.5 16d common(31/2"x 0.162") 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 10 Built-up header(2"to 2"header with 1/2"spacer) OF FASTENER a,b,C Intermediate 50 37.0 37.0 21.5 18.0 1ST FL 16d box(31/2"x 0.135") 12"o.c.each edge face nail Edges su portsc'e 60 44.0 44.0 25.0 21.5 11 Continuous header to stud 5-8d box(2 1/2"x 0.113");or toe nail (inches) �nches) 4-8d common 21/2"x 0.131" ; or 10 NP 24.0 7.5 6.5 ( ) 20 NP 24.0 13.5 11.5 4-1 Od box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing [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 1 Od box(3"x 0.128");or 12"o.c.face nail 3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall) 50 NP 55.0 31.5 26.5 ' 8-16d common 3 112"x 0.162" or f 60 N P 65.0 37.5 31.5 Double top plate splice for Sl A-D2 with ( ) 30 e 2 8d common(21/2"X 0.131")nail(roof); 6 12 seismic braced wall line s acin <25' 12-16d box(3 1/2"x 0.135");or face nail on each side of end joint 3 j I p 9 12-10d box(3"x 0.128");or (minimum 24"lap splice length each or RSRS-01;(2 g"x 0.113")nail(roof) 10 5.5 5.5 3.0 2.5 13 12-3"x 0.131"nails side of end joint) 20 10.0 10.0 5.5 5.0 Z 8d common nail(2 1/2"X 0.113"); O Double top plate splice SDCs D0,D1,or D2; 31 La„ or RSRS-01; 2 82"x 0.113" nail(roof)1 f 30 14.0 14.0 8.0 7.0 U and braced watt line spacing>25' 12-16d(3/12 x 0135") 3z 1' ( s ) ( 6 12 40 18.0 18.0 10.5 9.0 w 14 Blocking between ceiling joists or rafters 16d common (31/2"x 0.162") 16"o.c.face nail 50 22.5 22.5 13.0 11.0 to top plate 16d box(31/2"x 0.135");or 12"o.c.face nail 60 26.5 26.5 15.0 13.0 3"x 0.131"nails 1 32 1 s _1 a 10d common(3"X 0.148")nail SEAL „ 6 12 10 10.0 10.0 6.0 5.0 or 8tl(2�'x 0.131 )deformed nail 15 Bottom late to joist,rim joist,bard joist or 3-16d box(31/2"x 0.135") ;or 3 each 16"o.c.face nail 20 18.5 18.5 11.0 9.0 ��E 0 ARC p 1 i 1 < 140 � H, blocking at brace wall panel) 2-16d common(31/2"x 0.162");or 2 each 16"o.c.face nail 5 N,K. T 4-3"x 0.131"nails 4 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 ��F� yil 40 35.0 35.0 20.0 17.0 r 4-8d box(2112"x 0.113");or I Other wall sheathing 9 50 43.0 43.0 24.5 21.0 _� 1 `: o --A 3-16d box(31/2"x 0.135");or I 60 51.0 51.0 29.0 25.0 4-8d common(21/2"x 0.131");or Toe nail �- , 4-10d box(3"x 0.128");or 33 g structural cellulosic 12'galvanized roofing nail, 16 To or bottom late to stud fiberboard sheathing 3 6 10 NP 15.0 8.5 7.5 `P �� r p p 4-3"x 0.131"nails 9 7„ i head diameter,or 1 a'long 16ga.staple ��� 3-16d box(31/2"x 0.135");or with 16'or 1"crown 20 NP 27.5 16.0 13.5 C ° " 2-16d common(31/2"x 0.162");or End nail 30 NP 39.5 23.0 19.5 9�F 0 F 3-1 Od box(3"x 0.128");or 32"structural cellulosic 3 40 NP 51.5 29.5 25.0 3-3"x 0.131"nails 34 3z 1 a'galvanized roofing nail, fiberboard sheathing 3 6 50 NP 63.5 36.5 31.0 3-1 Od box(3"x 0.128");or 16"head diameter,or 1 1"long 16ga.staple 17 Top plates,laps at corner s and 2-116d common(31/2"x 0.162");or Face nail with 16'or 1"crown 60 NP 75.5 43.0 36.5 intersections 3-3"x 0.131"nails �„ d 12'galvanized roofing nail;staple galvanized, 3-8d box 2 1/2"x 0.113" or 35 z gypsum sheathing 18 1"brace to each stud and plate ( )' Face nail 1 1"long,11"screws,Type W or S 7 7 TABLE R602.10.3(2) 2-8tl common(21/2"x 0.131"); or 2-10tl box(3"x 0.12 ;.1 WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT ENT FACTOR = 1.00 00 2 staples 1 3/4" Lw �„ d 1 4"galvanized roofing nail;staple galvanized, 36 B gypsum sheathing Y a,b U 19 1"x 6"sheathing to each bearing 3-8d box(2112"x 0.113");or 1 8"long,18"screws,Type W or S 7 7 ADJUSTMENT FACTOR oo w 2-8d common(2 1/2"xO.131"); or Face nail ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS C v 2-10d box(3"x 0.128");or TABLE R602.10.3(l) 2 staples,1"crown,16 ga.,1 3/4"long B � 3-8d box(2 1/2"x 0.113");or Wood structural panels,combination subfloor underlayment to framing ONE-STORY B 1.00 3-8d common(21/2"x 0.131"); or 3-10d box(3"x 0.128");or 3„ 6d deformed(2"X 0.120")nail; STRUCTURE D 1.50 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 37 "a and less i or 8d common(2 2'x 0.131")nail 6 12 B Wider than 1"x 8" 1 EXPOSURE CATEGORY STRUCTURE C 1.30 Y 4-8tl box(2 1/2"x 0.113); or i 3-8d common(2 1/2"x 0.131") ;or 38 8 1„ 8d common(2 z'x 0.131")nail D .60 Y 3-1 Od box(3"x 0.128");or or 8d common(2 2'x 0.120")nail O 4 staples,V crown,16 ga.,1 3/4"long 6 12 THREE-STORY C 1.40 o 39 1g' 14 10d common(2 2'X 0.148")nail; STRUCTURE D 1.70 z z w or 8d deforomed(2 2'x 0.120")nail 6 12 <5 FEET � 0.70 � ROOF ONLY 10 FEET 1.00 w p � � 15 FEET 1.30 o- o O 20 FEET 1.60 w � � :-5 FEET ALL METHODS Lo � � 0.85 � m 2 ROOF EAVE-TO-RIDGE ROOF+1 FLOOR 10 FEET 1.00 (D � HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 2020 RESIDENTIAL CODE OF NEW YORK STATE :55 FEET 0.90 TABLE R602.3(3) TABLE R602.10.4 ROOF+2 FLOORS 10 FEET 1.00 15 FEET 1.10 BRACING METHODS 20 FEET NOT PERMITTED REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method 8 FEET 0.90 (D U o MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN CONNECTION CRITERIA 9 FEET 0.95 Z J Co NOMINAL PANEL NAIL SPACING WIND SPEED V ult WALL HEIGHT W J O N STRUCTURAL PANEL MAXIMUM WALL (mph) METHOD, MATERIAL MINIMUM THICKNESS FIGURE 3 ANY STORY 10 FEET 1.00 -� SIZE PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category Fasteners Spacing ADJUSTMENT 11 FEET 1.05 J Z CL (INCHES) RATING (INCHES) EDGES FIELD 12 FEET 1.10 W W 5 (INCHES) (INCHES O.C.) (INCHES O.C.) B C D Q O 6d COMMON Exterior sheathing per 6"edges 12"field 2 0 (2.0"x 0.113") 1.5 24/0 1/2" 16 6 12 140 115 110 NUMBER OF BRACED 1.00 Cn o O CS-WSP Table R602.3(3) 4 WALL LINES(PER PLAN ANY STORY 4 1.30 1.45 W w 8d COMMON 16 6 12 170 140 135 Continuously sheathed 1/2" DIRECTION) Z w II 1.75 24/16 7/16" Interior sheathing per Varies by fastener 5 1.60 Z wood structural panel W (2.5"x 0.131") p "'�` ``•` '°�' Table R602.3(1)or R602.3(2) FASTENED TO THE END Zr- 24 6 12 140 115 110 - - - - - STUDS OF EACH BRACED DWB,WSP,SFB W Q W 5 ADDITIONAL 800-POUND TOP STORY ONLY 0.80 (n J HOLD-DOWN DEVICE WALL PANEL AND TO THE PBS,PCP,HPS, Q c� FOR SI:1INCH=25.4 mm,1 mile per hour=0.447 m's. FOUNDATION OR FRAMING BELOW v n- J w Z C I 00 A.Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with w ~ panel strength axis perpendicular to supports. C( w _ _ DWB WSP SFB o � Q � W gNB.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 BOARD ANY STORY OMITTED FROM INSIDE FACE 1.40 PBS,PCP,HPS,CS- � Q I-- 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 cr Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. or 24 o.c shall be permitted as an alternate to panel w 4 INCHES O.C.AT PANEL EDGES, ith a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not DWG NO more than 16 inches on center. 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB J J FASTENING PLATES,AND ALL HORIZONTAL JOINTS BLOCKED 16-1 i 8d @ 6"oc toed in L a Ong braced wall Roof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf Three TOP PATE 6" Seed (mph) Gust Wind 90 100 110 120 130 THREE SECOND(mP) WIND 90 100 110 130 90 100 110C? fi 130 STRUCTURAL SHEATHING O 8d COMMON NAILS ROOF SPAN Number of Bd Common Nails or 10d Box Nails Required Capacity of Ridge Connection If 1,2,3,4 X ROOF PITCH M) (n each end of 1-Y" x 20 gage strap 1,2,3,4,5,6. q P Y 9 (P ) @6"O.C.ONEDGES jj II II jl Q E F E F E F E F E F 99 P ONLY + Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 I I I I I I I I Sheathing Location: inches, o.c. or 10d Box Nails (inches,'o.c. 16 2 2 2 4 126 178 235 298 1/2" MIN. STRUCTURAL TOP PLATE L-� _ (' ) ( ) WOOD PANEL = 8d COMMON NAILS 12 6 12 6 12 6 12 6 20 2 2 3 4 157 222 294 373 @ 12"O.C.ON 6„ 3:12 24 2 3 3 5 189 267 353 447 FIELD ONLY b 1s 6 12 6 12 6 12 6 28 2 3 4 6 220 311 412 522 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION Interior Zone O 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 6112 36 3 4 5 7 283 400 529. 671 12 1 1 2 2 79 111 145 183 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 d COMMON NAILS @ 16"O.C. 24 6 12 6 12 6 6 6 W/ 5 "DIAM.ATR ALL THREADED PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305 �g ( SOLID BLOCKING BETWEENJ LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 s 12 s 122 6 122 6 122 28 2 3 3 5 185 258 338 427 •e� OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE a LENGHT OF BRACED WALL PANEL Perimeter Edge O 6 12 6 122 6 122 6 6 s s 36 2 3 4 6 238 332 435 549 MIN.. USE SIMPSON SET EPDXY-TIE 9 1s 12 1 1 1 62 87 114 Zone HIGH STRENGTH EPDXY ADHESIVE 2 2 s ANCHOR BOLTS A 4 19.2 6 12 6 12 6 6 6 6 6 s 16 1 1 2 2 83 115 152 192 20 1 2 2 103 144 190 TO SECURE ANCHOR, DRILL 3/4" 5:12 24 2 2 2 3 124 173 228 287 3-16d@16"oc DIAM. HOLE FOR EPDXY. FOLLOW 24 6 122 6 6 6s 63 6� 6' 63 6' along braced wall BRACED WALL PANEL CONNECTION 28 2 2 3 4 165 231 303 383 MANUFACTURER'S INSTRUCTIONS. � Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 6' 6� 6S 6� 6� 4 4 4� 44 32 2 2 3 4 165 231 303 383 I 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 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 Sd 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 1 2 1 2 36 2 2 3 4 172 237 310 389 L 12 1 1 1 2 57 75 97 122 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 L 16 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 i 8d @ 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. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET located within 8 feet of building corners. GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 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). 8d 6"oc toed in FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0 49 THE NAIL TOP PLATE °@ (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): - 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge 6" along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. b FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below. 1/2"MIN. STRUCTURAL CLG JTS @ FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48 WOOD PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 d 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 RAFTERITRUSS 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 taulated number of 10d box @ 12"O.C. ON nails in a steel strap. 3-16d@16"oc 8d COMMON NAILS p• along braced wall FIELD ONLY @ 12"O.C. ON 7. }k' 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. 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/ 58 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW-d COMMON NAILS @ 16"O.C. ROD)ANCHOR, EMBEDMENT LENGTH @ 6"O.C. ON EDGES UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B I OF ANCHOR IN CONCRETE IS 10" 16d@ ONLY (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) z 3- 16"oc FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf CORNER HOLD - DOWN DETAILS 0 0 HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. w along braced wall (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS)' THREE SECOND GUST WIND 100 110 120 130 W SILL PLATE TO SECURE ANCHOR, DRILL 3/4„ SPEED (mph) ANCHOR BOLTS DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. L L rRAuiN(i seAaNc Boor saAN Number of Bd Common Nails or Box Nails "SIMP$DN"HDQ8 OR 216d COMMON SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. (in) (ft) in each end of 1-Yf" x 20 gage str strap 1,2,3,4 POURED CONCRETE/ "SIMPSON"PHD6 NAILS @ 6"O.C. ��RE D A RCy MASONRY TOP PLATE 12 1 2 2 2 0 FOUNDATION jbHI 6 20 2 2 2 3 FOR°° OF STUD LLENGTH � N K, Fd COMMON NAILS o 12 24 2 2 3 3 12"O.C.ON 28 2 2 3 4 ° 1; 1/2"MIN. STRUCTURAL FIELD ONLY 32 2 3 3 4 °° 36 2 3 3 END SHEARWALL ON FOUNDATION = WOOD PANEL 12 2 2 2 V � 8d COMMON NAILS WALL @ 6"O.C. ON EDGES 16 2 2 3 I qT� �` � "� • O 20 2 2 3 4 ii F OF N� ONLY 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 4 6 °° 12 2 2 3 3 ° • AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 0 ° L J (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 20 2 3 4 4 BLOCKING @ °° FLOOR OIST 19.2 24 2 3 4 5 . : ENDWAL TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 SILL PLATE L L 32 3 4 5 6 co Q PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 1 4 5 7 1 "SIMPSON"HDQ8 OR M Y 8d @ 6"oc toed in ANCHOR BOLTS 16 2 3 4 5 along braced wall "SIMPSON"PH o00 o w 20 3 3 4 5 C CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 TOP PLATE 32 3 5 6 7 N FOUNDATION OTE: 6" 36 1 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD o DOWNS,&ADHESIVES TO BE 2 STORY BRACED WALL PANEL 1. Prescriptive limits are based on assumptions of Table 3.4 INSTALLED AS PER MANUFACTURER'S 2. Tabulated uplift connection requirements assume a building SPECIFICATIONS located in Exposure B. Y 3. Tabulated uplift connection requirements assume a roof and Of DETAIL= ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a O ceiling assembly is not present or if the ceiling assembly is not } Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. W w shall be increased by 1 nail at each end of the strap. Z Z 0 W AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"D.C. for Wind Loads - Exposure z (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 4. Minimum ASTM A653 Grade 33 steel strap. _j H W 0� J W J FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust Wind d < Q 90 100 110 120 13 8d 6"oc toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLeTE TO Speed (mph) Q Z 0 :Z along braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. W Ct) STRUCTURAL SHEATHING LO } FLOOR JOIST U m E F E I F I E F E F E F SIMPSON HOLDDOWN W/ 5� "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON Stud Spacing Maximum Nail Spacing for 8d Common Nails "SIMPSON"PHD6 ATR(ALL THREADED ROD) Sheathing Location NAILS 6 Q.C. (�" (inches, o.c.) or 10d Box Nails (inches, o.c.) o SEE THIS SHEET FOR DETAIL FOR FULL LENGTH 12 6 12 6 12 6 12 6 12 6 1 12 8d COMMON NAILS °° OF STUD @ 6"O.C. ON EDGES Interior Zone 16 6 12 6 12 6 12 6 12 6 12 ° 1/2"MIN. STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 122 °° Ur O Ln WOOD PANEL = 8d COMMON NAILS Z U Z 12 6 12 6 12 6 12 6 12 6 12 W .__I Co co @ 12"O.C. ON J __J O II J U C14 FIELD ONLY 4 EDGE ZONE 16 6 12 6 12 6 12 6 12 6 12 I I W LZ 3-16d@16"oc SIMPSON HOLDDOWN W/ 5 "DIAM. 24 6 12 6 12 6 12 6 122 6 122 I I " • 0 Q 0 _ along braced wall �8 a - O� p CO ATR(ALL THREADED ROD) <. W r II • ANCHOR, EMBEDMENT LENGTH OF W z UJBOARD SHEATHING or LAP SIDING Z 1 ANCHOR IN CONCRETE IS 10"MIN.. FLOOR JOIST Rafter/Truss Spacing d W (D v USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size (inches,o.c.) Minimum Number of 8d Common Nails or 10d Z • : i STRENGTH EPDXY ADHESIVE TO Box Nails per Support NOTE: W Q W 3 1x6 or 1x8 Sheathing 12 24 2 2 2 2 2 718" f�HREADED ROD EMBEDDED 12 1/2" `� J SILL PLATE SECURE ANCHOR, DRILL /4"DIAM. ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH O W � IZ N ANCHOR BOLTS HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS c> a_ I- J 0 Z MANUFACTURER'S INSTRUCTIONS. TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT. (HIGH STRENGTH O Z n- = = W N E Nail spacing at panel edges(in.) ACRYLIC ADHESIVE 0, w POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.) MANUFACTURER'S SPECIFICATIONS � _ Q D W Q 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment a- 0- 0 Q ~ MASONRY 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 ; to 6 inches o.c. - DETAIL = - 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. • 2 STORY END WALL SHEARWALL 4. Tabulated nail spacing assumes a building located in Exposure B. CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. i i I I 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 6X6 14 FEET 2 -2X12 12 -2 10 -7 9 -5 8 -7 8 -0 7 -6 7 -0 SOUTHERN PINE 3 -2 X 6 8 -2 7 - 5 6 -8 6 - 1 5-8 5-3 5 -0 � 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 � 3X100R2-2X10 8-4 7 -3 6 -6 5 - 11 5 -6 5 - 1 4-8 TOP EDGE BOTTOM EDGE ENDS ROW SPACING 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 5/8 INCHES DOUGLASFIR-LARCH, 4X6 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 -2 X 8 9- 8 8 -6 7-7 6- 11 6 -5 6 -0 5- 8 FOR WOOD STRUCTURALPANELS .A,,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)°" 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'-1" TO 8' 8'-l"TO 10' 10'-1" TO 12' 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 U) Ya —INCH LAG SCEW BASED 0 ANCHOR WITH 2—INCH 16 16 16 LO 1/2 INCH DIAMETER LAG SCREW W/ 1/2 INCH EMBEDMENT LENGTH w MAXIMUM SHEATING 30 23 18 15 13 11 10 SEAL a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. � ���.N• rFy �� 1/2 INCH DIAMETER BOLT W/ 1/2 INCH b.Fasteners shall be installed at opposite ends of the wood structural panel. 5 K• c.Nails shall be 10d common or 12d box nails. 36 36 34 29 24 21 19 l�; \� MAXIMUM SHEATING d.Where screws are attached to masonry or masonrylstucco,they shall be � � � attached utilizing vibration-resistant anchors having a minimum ultimate A/ withdrawal capacity of 490 pounds. 71 1/2 INCH DIAMETER BOLT W/ 1 INCH CHAPTER 3 BUILDING PLANNING � �� o� � ,�f o MAXIMUM SHEATING 36 36 29 24 21 18 16 SECTION R301 DESIGN CRITERIA 9�F y WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%fi'AND A MAXIMUM SPAN OF N OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTBTION IN ONE AND IWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPEI SINGS 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 2015 I.R.C. TABLE R507.6 CO DECK JOIST SPANS FOR COMMON LUMBER SPECIES (FT. - IN.) R507.9.2 LATERAL CONNECTION W U co W 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 CAPABLEOF TRANSMITTING THEM TO THE GROUND. WHERE THE LATERAL LOAD CONNECTION IS co SIZE (INCHES) (INCHES) co 12 16 24 12 16 24 PROVIDED IN ACCORDANCE kNITH FIGURE R507.9.2(1), HOLD-DOWN TENSION DEVICES 2 X 6 9 - 11 9-0 7 -7 6 -8 6 -8 6 -8 SHALL BE INSTALLED IN NOT LESS THAN TWO LOCATIONS PER DECK, WITHIN 24 INCHES (610 MM) OF EACH END OF THE DECK. EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS SOUTHERN PINE 2 X 8 13 - 1 11 - 10 9 - 8 10 - 1 10 - 1 9 -8 DESIGN CAPACITY OF NOT LESS THAN 1,500 POUNDS (6672 N). WHERE THE LATERAL Y 2 X 10 16 -2 14 -0 11 -5 14 -6 14 -0 11 -5 LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH FIGURE R507.9.2(2), THE o 0 HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN NOT LESS THAN FOUR LOCATIONS >- 2 X 12 18 - 0 16 -6 13 -6 18 -0 16-6 13 -6 PER DECK, AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF z z o w 2 X 6 9 -6 8 - 8 7-2 6 -3 6 -3 6 -3 NOT LESS THAN 750 POUNDS (3336 N). g ,� z DOUGLAS FIR-LARCFI, Wo J � HEM-FIR, 2 X 8 12 -6 11 - 1 9 - 1 9-5 9 - 5 9 - 1 CL Q 0 SHEATING � LLI (A SPRUCE-PINE-FIR, 2 X 10 15 - 8 13 -7 11 - 1 13 -7 13-7 11 - 1 SIDING un Cr 2 X 12 18-0 15 - 9 12 - 10 18-0 15 -9 12 - 10 FLASING FOR WATER TIGHTNESS CID FLOOR SHEATING NAILING AT 2 X 6 8 - 10 8 - 0 7 -0 5 -7 5-7 5 - 7 6"MAXIMUM ON CENTER TO HOLD DOWN OR DECKING JOIST WITH HOLD DOWN OR SIMILAR DEVICE 2X LEDGER WITH FASTENERS REDWOOD, STAGGER FASTENERS IN 2 ROWS IN ACCORDANCE WITH TABLE R507.2 WESTERN CEDARS 2 X 8 11 -8 10 - 7 8 -8 8 -6 8 -6 8 -6 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 RED PINE 2 X 12 17 - 5 15 - 1 12 -4 16 -5 15 - 1 12 -4 FLOOR JOIST DECK JOIST AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH 0 U O END OF THE LEDGER.HOLD-DOWN DEVICES Z SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. uJ —U co U c� LEDGER, 5.5"MIN FOR 2X8 W Z 0- N 6.5"MIN FOR 2X10 W D TABLE R507.7 7.5"MIN FOR 2X12 A FULLY THREADED 3l8"DIAMETER LAG Q Q _ SCREW PREDRILLED WITH MIN.3"PENETRATION MAXIMUM JOIST SPACING FOR DECKING TO CENTER OF TOP PLATE,STUDS,OR HEADER. > W 0 W cl� Z W X'_' MATERIAL TYPE AND MAXIMUM ON-CENTER JOIST SPACING '��% ,. D E TA I L A 0 DETAIL " B DETAIL " C LU Lij (D z c NOMINAL SIZE PERPENDICULAR TO JOIST DIAGONAL TO JOIST FIGURE R507.2.3(1) NTS FIGURE R507.2.3(1) NTS FIGURE R507.2.3(2) NTS (n J W DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS DECK ATTACHMENT FOR LATERAL LOADS Q W U 0 N 1 1/4-INCH-THICK WOOD 16 INCHES 12 INCHES 'DISTANCE SHALL BE PERMITTED TO 'NOTE:THIIS DETAIL ISAPPLICAPABLE U a J LU Z ' BE REDUCED TO 4.5"IF LAG SCREW> WHERE FLOOR JOISTS ARE z C_ = _ OO w N ARE USED OR BOLT SPACING IS PARALLEL TO DECK JOISTS. O 0� W Q U WEDUCED 2-INCH-THINCKWOOD 24 INCHES 16 INCHES TO ATTACH�8HAT L DOGE STO2X8LAGWS �' " ~ BAND JOISTS. DWG NO IN ACCORDANCE W/ IN ACCORDANCE W/ i PLASTIC COMPOSITE SECTION R507.3 SECTION R507.3 ( 1 , 1 11/6 I i TABLE R301.2.1.2 BLOCKING ® ENDWALL WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE GENERAL FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY i R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC I 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) a'b 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. No. 10 WOOD SCREW BASED 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER Q ANCHOR WITH 2-INCH 16 12 9 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR z Y4 -INCH LAG SCEW BASED VANCHOR WITH 2-INCH 16 16 16 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3 16d AT EACH A6 BRACED WALL PANEL. BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-0'O.C. ® INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ® PERIMETER ZONE a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG F b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL 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'-o°o.c. a. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA I WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%6"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. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103. 1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EXTENDS OVER INSULATION (TYP. ) snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) 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. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L 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- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two D/6 MAX.EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR �NO NOTC DS D WALL LINE. I I PE traps, with or without I I dishwasher and food waste 1 1/2 disposer) MAX. SHEATHING Laundry tub 1 1/2 one or more compartments) AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQU=D FLASHING Shower (based on the totai DAMAX. z flow rate through O showerheads and bodysprays) Flow rate: w 5.7gpm and less 1 1/2 D more than 5.7gpm up to 12.3gpm 2 j more than 12 .3gpm up to 25.8gpm 3 D/3MAX. more than 25. 8gpm up to 55. 6gpm 4 SEAL AIR SHIELD \BRED AR�y I K. NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND NOTE MAX.DFROMi►{ �"� / p OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SUPPORT FLOOR JOIST END CUTS , i - o �t SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS . `4 SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND T r TERMINATED IN ACCORDANCE WITH THE 9 C, c ; : ' O MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D TF OF NEB D/3 MAX. i I RAFTER CEILING JOISTS I REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION co � I PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. COY U co = C? U co THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP C DESIGNATION SHALL BE AND BOTTOM OF JOIST PIPE OR CONDUIT I , II , III , IV R D(ACTUAL DEPTH) TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL Cj� V SECTION NEW SIGN NT SYMBOL E THE SIGNOR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OF JOISTS p 6" DIAME ER I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION -E GI REHABILITATION OFT EXISTING RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. 1 THE SIGN OR SYMBOL SHALL CONSIST w w >- �- STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER ( ) 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 BACKGROUNDLU OF THE SIGNOR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED Q z z I , I (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE . I IN COLOR,CONI^�MING TO PANTONE MATCHING SYSTEM(PMS)#187. LU J Lu ' EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: w (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, CL 0- Q OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGNOR THAT A SIGNOR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER Q z o = REFLECTIVE RED I �; , I OR DECAL. TOP PLATES � w � > SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF w ,� PANTONE#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGNOR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE M N Q REFLECTIVE WHITE (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: m AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL I IAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE BORED HOLE MAX. DESIGNATIOIJ SHALL BE"V"AND " A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DIA.40 PERCENT ii IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE O OF STUD DEPTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATIOIJ SHALL BE"1",11","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE s LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE JNDER SECTION 602 OF THE BCNYS. EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGNOR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) 3 til (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 OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: Q o CERTIFICATE OF COMPLIANCE UNTIL THE SIGN R SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; 0 5l8 MIN TO EDGE _ Z`- OF OCCUPANCY OR CE S 0 Q Z J m HAVE BEEN AFFIXED. (ii)"R"SHALLMEAN ROOF FRAMING;AND J W J o ' 4 I (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FIR"SHr'',LL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT J U CL N 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 EXCEEDST 25%OF UD DEPTH W Z I t E PLACED AT THE SIX O'CLOCK POSITION OF THE W CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL B C SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGNOR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, SIGN OR SYNBOL. O = BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% O 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 W 0 0 STROKE 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 U MORE THAN TWO OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT ROOF FLOOR STUD ANDSEC SO BORSIVEED STUDS ARE DOUBLED W Z w I I AND SO BORED Z MAY HIDE OR OBSCURE SUCH,SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS W — U __ DESIGNATION FOR STRUCTURAL TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V � zCO COMPONENTS THAT ARE OF W Q W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. O W UI N U W J w Z , FLOOR FRAMING , INCLUDING o w v w N DRILLING AND NOTCHING DETAIL O z _ _ 0O F GIRDERS AND BEAMS V OF STUDS D- I RROOF FRAMING F DWG NO FR FLOOR AND ROOF FRAMING ROOF AND FLOOR ( 1 � 16 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. 6