Loading...
HomeMy WebLinkAbout51425-Z %of soulyo� Town of Southold * 0 P.O. Box 1179 c 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46795 Date: 01/16/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 285 Blue Marlin Dr Greenport, NY 11944 Sec/Block/Lot: 57.-1-45 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/30/2024 Pursuant to which Building Permit No. 51425 and dated: 12/03/2024 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, covered front porch with a 2nd floor deck above, and an uninhabitable attic (with limited storage) as applied for. The certificate is issued to: Ioannis Zoumas Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1085 11/12/2025 ELECTRICAL CERTIFICATE: 51425 7/25/2025 PLUMBERS CERTIFICATION: George Alm roudis 1/12/2026 Auth ' ed S gnature Ok TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51425 Date: 12/03/2024 Permission is hereby granted to: Berger M Living Trt 5906 Rolston Rd Bethesda, MD 20817 To: Construct a new single-family dwelling as applied for per SCHD approval. Premises Located at: 285 Blue Marlin Dr, Greenport, NY 11944 SCTM#57.4-45 Pursuant to application dated 09/30/2024 and approved by the Building Inspector. To expire on 12/03/2026. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,014.00 CO Single Family Dwelling-New $100.00 Total $2,114.00 JKD _ Building Inspector *oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q �yonUuffN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Berger M Living Trust Address: 285.Blue Marlin Dr City: Greenport st: NY zip: 11944 Building Permit#: 51425 Section: 57 Block: 1 Lot: 45 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Yannucci Electrical Services License No: 50592ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage X I Dock INVENTORY Service 1 ph In-wall Heater Recpt 53 Ceiling Fixtures Smoke Detectors 4 Pump Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 10 CO Detectors Heater Main Panel 200 A/C Condenser 2 Single Recpt RecessdFixtures 70 Combo Smoke/CO 4 Transformer Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt Gas UC Lights Fridge 1 AutoCover ARC Blower Heads Switches 49 Pucks Lights Dishwasher 1 Mini Fridge GFI SepticDisconnect 1 Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood 1 Dehumidifier Other Equipment: 200A Panel Notes: Two Story House Inspector Signature: Date: July 25, 2025 Town Hall Annex Telephone(631)7f5-1,802 ` 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 - 4; Qda. J A N 1 2 2026 ..: . BUILDING DEPARTMENT TOWN OF SOUTHOLD - CERTIFICATION Date: 1/12/2026 Building Permit No. 51425 Owner: loannis Zoumas (Please print) Plumber: George Almyroudis (Please print) I certify that the solder used in the water supply system contains less than /10 of t%lead. (Plumbers Signature) Sworn to before me this 1�_ day off'\,--, 20- Notary Public, County CECILIA PACHECO Notary Public-State of New York No.01 PA6157361 Qualified in Suffolk County My COMMISSIon Exp.02106/20,r} SO(/TyO TOWN OF SOUTHOLD BUILDING DEPT. coorm, 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: I o�-+' S (JAI 14A r? iotaW Jk 0A2 �2, (,oca 4 v ok, 4v 4am 1 DATE / —a INSPECTOR OF 50UlyO� ., # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]. F UNDATIO [ ] INSULATION/CAULKING [ FRAMI /STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4v or DATE �� �� S— INSPECTOR . f� SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. cout+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [aAliSULATION/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: a SU �Gl/l 4, aa,, 14LJ Y D DATE -Za- o? INSPECTOR OF SOUT,�o6 f TOWN OF SOUTHOLD BUILDING DEPT. �ycou 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: guunL V W� ►2c�5�� lA&g DATE INSPECTOR OF SOUIyO� I . # TOWN OF SOUTHOLD BUILDING DEPT. courmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ t.4 FRA^MIN_G/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ _ ] FIRE SAFETY INSPECTION [ : .FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DJW � w Vo, Z)`L. AjZaA4;6j GV(M f2 �VCALLe s DATE INSPECTOR ho�*pF SOblyo� [tt 1. v q t I vt * # TOWN OF SOU LD BUILDING DEPT �y000rm� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE•RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: occ5 DATE �5 INSPECTOR pF 50UTyo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ell INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: qto+ry roasm -co 3 DATE INSPECTOR 1; k ILI`7� V L E Home Energy Rating Certificate Rating Date: 2025-09-11 E.5 .t. JAN 1 2 2026 � y Final Report Registry ID: 798792555 u Ekotrope ID: dxmPommv • ndex Score: Your home's •S score is a relative 1 25 • lue Marlin Dr • • Southold, performance score.The lower the number, the $3j 6 • - • - • - • • 54learn more,visit www.hersindex.com *Relative to an average U.S.home SJZ Contracting Your Home's Estimated Energy Use: This home meets or exceeds the Use[Mstul Annual cost criteria of the following: Heating 59.0 $1,561 2020 New York ECCC Code Cooling 1.0 $59 2018 International Energy Conservation Code Hot Water 11.5 $291 Lights/Appliances 22.3 $1,139 Service Charges $120 Generation(e.g.Solar) 0.0 $0 Total: 93.8 $3,171 IndexHome Feature summary: Rating Completed by: HomeType: Single family detached 2W Model: N/A Energy Rater: Michael Fauci Existing aao Community: N/A RESNET ID:8619824 Homes sso Conditioned Floor Area: 2,855 ftz Rating Company:EnergyTesting Services ,:o Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference 11no Primary Heating System: Furnace•Pr pane•96 AFUE,� 631-244-2627 Home • # Primary Cooling System: Air Condl- er•Electric•16 SE R2 e0 Primary Water Heating: Residen ial ater Heater•Prop n 9 actor Rating Provider: Building Efficiency Resources m House7ightnes5: 1219 C 50(2.87 ACH50) PO Box 1769 Brevard,NC 28712 so Ventilation: 80 CFM 8 Watts(Default) aus Only 800 399-9620 so Dud Leakage to outside: Untested rced Air ia*i' 3'•; e ao ThisHom• Above Grade Walls: R-21 (� .:,;; :,,.,s,• w Ceiling: Vented Attic,R-49 20 Window Type: U-Value:0.3,SHGC: rl[[:Vtli�f�03 Fattd f«:•,p �G zerOHX c Foundation Walls: N/A - L.rmW Framed Floor. R-30 Michael Fauci,Certified Energy Rater o�„•uur Digitally signed:9/12/25 at 936 AM Ekot rope . r r: report6 ekotrope The Energy Rating Disclosure for this home is available from the Approved Rating Provider. This does not • or guarantee. 285 Blue Marlin Dr'Southold NY HERSO Index Score: Rating Date:Sep 11,2025 54 HERS Registry ID: 798�92555 Annual Estimates: Rating Company: Electric(kWh): 6,289.6 Energy.Testing Services Propane(Gallons): 7953 Rating'Proirider. Building Efficiency Resources CO2(Tons): 7.7 Ratingg Provider Address: Approx Energy Cost: $3,171 PO Box 1769 Brevaid;NC 28712 Home Feature Summary: 'Single family detached,4 bedrooms,2,855 ff ,x ,60 Heating.96AFUE 70 Cooling:16 SEER2 -310 Hot Water.0.95 Energy Factor Re N� ee Air Leakage. .e 1219 CFM50(2.87 ACHSO) 7D Ventilation: -f 80 CFM• W(Default) 0 Thi.HOM Exhaust Only ,e Dud LTO:Untested Forced Air '0 Above Grade Walls:R-21 u1O H.ex u Ceiling:Vented Attic,R-19 L—v Window:U:03•SHGC 03 elell�_• Foundation Walls:WA Ekotrope -Version: 285 Blue Marlin Dr Southold, NY 11971 Builder:SJZ Contracting: THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY CODE Building Features Ceiling Vented Attic,R-49 Dud Supply R-8.0,Return R-8.0 Above Grade Walls R-21 Dud Leakage to Outside Untested Forced Air Foundation Walls N/A Total Dud Leakage 55 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Furnace•Propane•96 AFUE Slab N/A Cooling Air Conditioner•Electric•16 SEER2 Infiltration 1219 CFM50(2.87 ACH50) Water Heating Residential Water Heater•Propane.0.95 Energy Window U-Value:0.3,SHGC:0.3 Factor As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.if rating Is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed.I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC orwill be verified as such byanother party. Name: Michael Fauci Signature: � ��aucr; Organization: EnergyTesting Services Digitally signed: 9/12/25 at 9:36 AM Ekotrope RATER-Version 4.0.2.3708 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm.including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. Energy Testing Services 2025 Combustion Safety Testing Form Certified Home Address: 285 Blue Marlin Drive City: Southold Builder Name: SJZ Contracting Builder Tracking# Combustion Appliance Zone(CAZ)# of 3 Location of this CAZ: Crawlspace (Use additional forms if more than one CAZ or if home has tnult)ple heating systems or water heaters) Date of Test:_09-11-2025 Outdoors Temp During Test: 70 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 ✓❑No❑ Tyne: Furnace)r l Boiler❑Heat Pumper Other❑ r Venting Tyne 3 DraftSpillage S In llaee CO CO Efficiency Fuel Tvpe' (Circle Type) _ (Worst Case):_ .(Natural) --- (Worst Case) (Natural) Rating:96.0 N❑P❑✓ O❑E❑- N❑\❑,MgS_0 ' N/A Pa. Pass❑✓ Fail El PassOFail❑ NSA PPM NIA PPM Water Heater Primary: Yes ❑✓ Tvae:Standard Tank❑!ndirect: Tankless ❑' _Size: 0,0 Style Common Vent❑ No Instant aneousOCommercial. TpVoteSbelow) (Gallons) Stand Alone ❑✓ s 2 Ventine Type 3 Drat Spillage Spillage(Natural) CO CO E tcienc Fuel Tvpe (Circle Type)„ (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.95 N❑✓ P❑OC1E_ N❑M❑S❑✓ N/A Pa. Pass- ❑✓ Fail❑ Pass✓Fail❑ N/A PPM N/A PPM Oven :❑ g ❑ Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes No Oven CO PPM I Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF,for heat pump;CO_P if heat pump is geothermal 2 Fuel Type. N =Natural Gas T=: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 testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. Water Heater Style. Commonly Vented with=Heating System or Stand Alone,(]ride endentl Vented or'O p hafted) 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 Fauci Rater Number: 8619824 Rater Signature: Date: 09-12-2025 Energy Testing Services 2025 Combustion Safety Testing Form Certified Home Address: 285 Blue Marlin Drive City: Southold Builder Name: SJZ Contracting Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 3 Location of this CAZ: Mechanical Room (Use additional farms if more than one CAZ or if hone has multiple heating systems or water heaters) Date of Test: 09-11-2025 Outdoors Temp During Test: 70 of CAt Depressurir:ntion (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: NIA pa. CAZ Ambient CO: NIA PPM Test Pressure: NIA pa. Appliances/Fireplace Simulated for Test? Yes❑ No 1_1 Net Change: NIA pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System_ Primary: Yes n No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑ E tcienc t Fuel Tvpe 2 Venting Type a Draft Sin llaee Sin llaee CO CO (Circle Type) (Pascal) (Worst Case) (Natural) (Worst Case), (Natural) Rating:96.0 N❑PZ 0❑E❑ N❑\❑M(]S_✓ N/A_ Pa.] Pass❑✓ Fail E j . Pass❑✓_Fail❑ N/A PPM NIA PpM Water Heater Primary: Yes ❑✓� Type: Standard Tank alndked Tankless❑ Size: 0•0 _ Style Common Vent❑ No n InsMhtaneous�Ciiinmercial - (SeeNote5below) (canons) ' Stand Alone ❑✓ s 2 t Ventine Tvpe 3 Draft Sin!loge Spillage(Natural) CO CO E tcienc Fuel Tope (Circle Type) _ (Pascal) (Worse-Case) (Worse Case) _ (Natural) EF: 0.95 No PC]0aE❑ N❑MQS Z NIA Pa. Pass❑✓ Fail❑ PassE[FailEl N/A PPM NIA PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑. Oven CO t _ PPM Ambient CO(During Oven CO Testing) o 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 a Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NO 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 r all appliances regaidless of Venting Type,if the exhaust vent is accessible: a Water Heater Style.. Commonly •Vented with Heatiqg System,or Stand Alone(Independently Vented or Orphaned)', 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. NO If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water HeaterType is"Commercial".and the unit is 100 gallonsror more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 09-12-2025 Energy Testing Services 2025 Combustion Safety Testing Form Certified Home Address: 285 Blue Marlin Drive -City: Southold Builder Name: SJZ Contracting _ _ _ Builder Tracking# Combustion Appliance Zone(CAZ)# 3 of 3 Location of this CAZ:-Attic (Use additional forms ifsnore than one CAZ or ifhome has multiple heating systems or water heaters) Date of Test: 09-11-2025 Outdoors Temp During Test: 70 °F 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 0 No o Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System' Primary: Yes ✓❑No❑ Tvoe: Furnace ✓❑Boiler❑Heat Pumper Other t 7 Ventine Type' t ra S illa e S iA!/ale CO CO E tcien Fue!Type (Circle Tv e) (Pascal) (Worst Case) (Natural) (Worst Case): _ (Natural) Ratme:96 0 NEjPD O[3E0 NQ\ELME S_@ �N/A Pa. Pass ✓❑Fail❑_ Pass❑✓Fail_❑ NIA PPM- NIA PPM Water Heater Primary; Yes ✓❑ T : StandaidTank[:Ilndirect Tankless El size: 0.0 Style Common VentEl No lnstarttarieousOCommetcial . � (SWlVote5below) (Ga!/ons) Stand Alone ✓❑ s Yenle'ne Toae a Drat E Sin llrtee Spillage(Natural) CO CO Efficiency Fuel Tvpe (Circle Type) -(Pascal) (Worse Case) (Worse Case) (Naturol) ' EF: 0.95 N@ P[]O[ LEf] N❑MOSQ N/A Pa. Pass❑✓ Fail❑ Pass✓�Failo N/A PPM N/A PPM Overt Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 10 No D. Oven CO-I _.PPM Ambient CO(During Oven CO Testing) 0 PPM' 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 3'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) NO 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. a Water Heater Style: C ommonly Vented.with Heat in '.S .stem or Stand Alone';(Inde eildentl Vented or Q "haned) ' 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 Fauci Rater Number: 8619824 Rater Signature: Date: 09-12-2025 Verity, Mike From: Chris Dwyer <cdwyer@lkma.com> Sent: Friday, February 7, 2025 1:32 PM To: Goodwin, Dan Cc: Verity, Mike; Steve Zoumas Subject: 285 Blue Marlin Drive - Stormwater Management Plan Attachments: Stormwater Management Plan_REV1.pdf Good afternoon Dan, I hope all is well. Our office was hired to obtain a sanitary approval from the SCHDS and subsequently prepare a stormwater management plan for anew single family dwelling at 285 Blue Marlin Drive in Southold. A 48" drainage structure was situated halfway in the ROW with the other half on the lot. We were contacted by the Town Engineer and he explained that the lot was used to have stormwater move from the NE corner to the structure on Dolphin Drive. He said for our office to incorporate some"connection"to be built in order for the flow to remain uninterrupted. So our office prepared a plan that not only complies with Chapter 236 for the dwelling but allows for the stormwater to travel in a swale which leads to the dilapidated structure. The latest revision shows a new 8X8 leaching pool with traffic bearing slab to be installed completely within the right-of-way with an open flush grate. The Building Department asked my client to communicate with your office so that you were aware of this plan. Upon review, can you let me now if this is acceptable to your Department? Regards, Christopher F. Dwyer I Vice President L.K. McLean Associates, D.P.C. 437 South Country Road Brookhaven, NY 11719 t(631) 286-8668 X245 1 f(631) 286-6314 1 c(516)779-4776 www.lkma.com I cdwyer@lkma.com L IIA% ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 MAP OF SOUTHOLD SHORES AT ARS,HAMO�VI�$LQE'�'., BUILDINGS: '" TEST HOLE BY MCDONA D -OS RVIC S Ns"`"' s""•"^s LOT 24 ^ Date: 7W4 1PM V PROPOSED 2 STORY RESIDENCE SITUATE AT THE TOWN OF SOUTHOLD 4 BEDROOM ROUND -90 FILED AUGUST 29,1963 4 ' i GENERAL NOTES: FILED MAP #3853 `t Q �02� i' ZB ------ Dmkbmmio=OL .� o TOWN OF SOUTHOLD - U i�PROPOSED 1. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO B-O,snm sM ' SUFFOLK COUNTY, N.Y. n i DRAINAGE SWALE PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM �i.5 ------- 5a• _ TO MEET EXISTING 2. NO DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM wl allll n mI SM I' -e.`•:- _ DRAINAGE SWALE 3. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. ------- B' ,tic -4`°"*••w i 4. PROPERTY IS LOCATED IN FEMA FLOOD ZONE X woe nsmwn6 e w m SP ,w-yn m' SITE PLAN DATA: ���, / -4.t ------ 73 SURVEY NOTES: o IOANNIS ZOUMAS PROPOSED i 285 BLUE MARLIN DRIVE, SOUTHOLD NY 11971 DRAINAGE SWALEt' �/ / i 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS, i 1000-057.00-01.00-045.000 /i� //� \ \ 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. s' i \ 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. SITE AREA: 19,974 SF /0.459 ACRES 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND i G.ELEV. SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE l P,, JECT LIMITS OF GRADING: 19,974 SF /0.459 ACRES eh�o�� /// /�� yl°dy CLSCH LOCOATIp NO WELLS LOCATED WITHIN 100' iiG/�'// 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S'EMBOSSED'OR "INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. b 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE PO WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK LOCATION MAP STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN N.T.S. Q� �,ZEL W. �'''\ \I Ft'1 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE k � \ I TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTINTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO -37.1 46' E\ _ I ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. / �(/ �.� v. \ SS CII / 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. PROJECT DATA 48.0PDRAINAGEE ///j/ \ \SO\\- 5000 SF \ \ I B. THE SURVEY CLOSES MATHEMATICALLY. WamrHtown S,Ie and SP MMH LE ASDETAILED // // \ \PREP \ /^ dd.1 A, APPUGNT/OWNER.. JNS HOMES 256 ROUTE 25A /(' PW21 / I 2Pm HEAVY DUTY OPEN - WADING RIVER,NY 11792 F.G.ELEV. B� \ 'rl' // \\ \// (RATE FRAME&COVER FINISHED GRADE 631-929-5500 '\ -7.03 o/ -1 + Comments: Water encountered 5.3'below surface. ^(Vgi TAX MAP NUMBER.... DIST. TODD SECT.057.00 BLOCKOLOO HIGHEST EXPECTED GROUNDWATER®EL 3.B LOT G45.000 i�8/eS�ePti1` \ "' a TEST HOLE SITE AREA................ 19,974 SF(0.459 ACRES) DWI // ram o 20' e� ZONING..................... R-40 / mr yt�.t 1 USE. SINGLE FAMILY RESIDENCE \ \ RIM M ELEV. \ / 24• (Mix.) 4 ....................._. µ BARS m•D.C.BM 'WIDE SWALE SITE CIVIL ENGINEER: AWIBIXlAL/4 BARS 0 \ PROPOSED / 1� - //// RY / \ / � aPEtxwc •-0- 109• �I \ UG.WATER E �(+` ////////p ED Z STO // \ '1 0.4'WAU. ( \ K� 1:12 MM \_ IY \ \ PROPOSED iP_ /oPROPRBSRo rA5 w ENT' PROPOSED `{`• :k>. \ 122.CPERAG �O / 4 BE0 BPSEM / \ SANITARY ALARM ,' -- �',h'-:;,`' AREA OF Sim L I I ilt it PIPE 1 ift OtAfX1\151 12 g0' / \ CONTROL PANEL `''.Y .ate sa N./L•F NATIVE L.K.MCLEAN ASSOCIATES,D.P.C. g�PR 5 HD 20 , A f �_ F.F-E•= / I .:` ,_'F rownw.a�_��N�a•.F� toR�Inl9 I�TED TRENCH 9Y',F %\� �' \ / 1 \ J��1 •-0•• 1r Du CPEP PIPE aaom,mla Alm suartYwm u \ DRAIN 1 ! \ \} J -10 n IS A VIOLATION IC TIE LAW FOR ANY PERSON,UNLESS ACTING UNDER TILE �\ ) \ 14 REBM Ofi•O.C.B/W ITEMDIRECTION OF A!LICENSED MCIOTECT ENGINEER TO ALTER IN ANY WAY ANY O , Y / \ / DRAINAGE SWALE DETAIL �'^°N THESE DRAWINGS IF AN ITEM BEPAWOIHE SEAL OF AN ARCMIECq P OPOSED S \ f \ SECTION CLASS A INVERT CONCRETE TOP SLAB ENGINEER Is AI_Tr¢IF AN ITE ARCH T ENGINEER-HALL AFFIX TO C NST UCTION \\ \*, %\ Gp\Rp,GE \ ///f- \ W SHALL BECAST M PLACE IN N.T.S. HI-ER ITEM THEIR SFAL AND THE NOTATION•ALTERED B FOLLOWEO BY y E cE j/ F•E•,10.5' t`f//// 9 H&HER E.-IFIE AND THE DATE OF 6UCH ALTERATION AND A SPEgRC \ PROPOSED U.G. DESCNP�ON OF THE ALTEPATION ON THE ORAW6JG .TIE PLANS AN. / CO \ ELECTRIC AND AIR HOSE NOTES: SPEC RCn NS HERSN ARE IN11ENDED FOR THE SUB.IEcr FBOJELT ONLY AS FOR HYDRO-ACTION 1. ALL CONCRETE TO BE 4.ODU P.S.I.0 28 DAYS PRECAST BOX AS RESULT OF CONTRAC UPl NEGOMTONS B WEQ HE OWNER AND L.K SEPTIC TANK 2- PROVIDE PIPES OPENINGS AS REQUIRED. OR APPROVED EQUAL Mr1EP,J ASSOCIATES.PC THESE PLANS AND SRECRIOATIONS WILL BE 1HE ANYOErutmma�wRRTEra AUTiH.-OFLLlM�cLF ASASSD�aA %PC Br \ \• // O EFgA 'T\ 3. MANHOLE WIRE SUPPORT MESH ATMAASHT0A115 H-20 TRAFFIC LOADING. O YAIT. S PROPOSED U.G. 4. WELDED WIRE 615H GRADE 60. 0 FRO ELECTRIC 5. REEUR ASTM ast5 GRATIS 60. c LK. McLEAN ASSOCIATES, D.P.C. sFJmcE 48"ID PRECAST STORM MANHOLE DETAIL PROJECT: DM `m 1 N.T.S. III THICK REINFORCED GDxGRErE COVERTOWN O F SOUTHOLD CONCRETE SUB BELOW GRADE SUFFOLK COUNTY, NY Lp DP )1• 1 I _ L E SURFACE AS PER SITE PUN ( DW3 ) I/ '\�a� D \ I I + ) 1+ +.r+++ + v -+ + � s � ( FE 1 $ / I �- + PROPOSED RESIDENCE _ _ A FE �� + 11 �( LP / I I \ 4r + RECAST CONCRETE 'R CONTRACTOR TO - -7 I FE )'`/ /k- PERSPECTIVE VIEW 9 285 BLUE MARLIN DRIVE a MODIFY EXISTING - - \ / I N III pp®®®® SOUTHOLD,NY 11971 STRUCTURE ASa I NEEDED TO ACCEPT _ ` �' OB- MINIMUM 2.2 II�III p®®®®KJ NEW DRAINAGE PIPE \ \ _B �05 O' µ FENCE POST g 11111= 0®®®®® - B-A05OP.VWGEPIPE ISSUES/REVISIONS E (RIM EL=6.4) , \ / i {F4- o (6WIRE toT%tO y i p®®®® �ap��LPYPEFOR Description No. Date `\ Y 5 FILTER CLOTH o p®TG m - p®® _ / Lp ' `r,I "/" EMBm FILTER CmTH g 0 OR EP o \�� '\G OO"Vr PROPOSED SILT _ E S 5' FENCE _wl NIN. 8• INrO GROUND OEM 13 co \ \ I w�w�✓+_" `Y1` I MIID�NAG, AREA LINEAR FEET = =11III pRV� CLEAN SAND& ', GRAVEL FILL w� SECTION DETAIL WGROUND o LEGEND: \i �\ 8`VE �°"� SILT FENNCCK DETAILS z'-0•u' s•-0•momete r-0•k GRAVEL Fl+�& PROPOSED BUILDING U PROPOSED ASPHALT DRIVEWAY /// \ /„ TYPICAL SECTION ®mLEACHING POOL (DW) m ----PROPERtt LINE 'o --11--E7DSnNG CONTOUR --<UD--PROPOSED CONTOUR STORMWATER DRAINAGE tD ^ CALCULATIONS: .aEsC J� PROPOSED HYDRO-ACTION PN500 C IAA OWfS SITE PLAN ' _gg L REODRiFD DRAIII[E GInJL TIOwSf • „ DB Q PROPOSED DISIRIBImON/SAMPLING BOX (2-RAIN EVENT) o: �•- `...�' - l:;•. E O tJ O SCALE:1"=30' = ' o (I+xOv) PROPOSED CLUSTER LEACHING POOL SYSTEM 0 15 30 IMPERVIOLS(ROOF)DWI&DW2.2.060 SF •�,'� ""'' :'1I'tl,"S?+'+•• N .� Feet C.1.0 L•'kt :'•.•.5' t B �T --�PROPOSED SANITARY PIPE (zOSD z t)z s•/tY EReNF III- . I I DRAWING TITLE: (RJ PROPOSED FUTURE EXPANSION TOTAL STORAGE REQREQUIREDUIR .3A331 nsau SPND 6AC 0 -W-PROPOSED WATER SERVICE IMPERVIOUS(DRIVEWAY)M.950 SF ( STO R MWATE R C -PROPOSED UNDERGROUND ELECTRIC SERVICE C-1.0 � �wt��omow ow:'o' �o' DIPFwI 0.T950 Y 11 Y.oLl Y TRAINFALL7�03.33 CF �G MANAGEMENT PLAN TOpL STORAGE REONRm a 15831 o (AA; PRoposm e'm DRAINAGE Pool wrTN Soup crniEr PUN VILYI SEGDOB SEAL & SIGNATURE: Design By: MF E Paoeosm ezuHACE cAtalun0xs: [V TEST HOLE LOCATION RUDE(CWl&M) &A m 3Q.33 OF REQUIRED 1:1 OR FUTIER Drawn By: MF ,ryy'•T,F0L TREE LINE 10'w 0 I0}4}t3 CF/6B.5 CFAA'.5.01 PT 0 0 Q R Q O SIDE SIDPE Approve B: JD .--m -w- DL UNDERGROUND WATER PROVIDE:(2)100 IFArMINC STRUCTURES 03'OEPDE -mmDF NEW y Scale: AS NOTED ry - IX.D.H.ELECTRIC DRIVEWAY Tnw31 R 0 A 0 tip�f 1°Oop9'T" Date: JANUARY 2025 In o -°" 19BST CF REQUIRED CONCRETE WASHOUT DETAIL y •s ■ ryo 00 W.A�VALVE tDY DRYWE31®15fl3}CF/68.5 CFNFe 2.31 VF �° ,��p T,, ,�� File No: 24130.000 ry PROVmE( LI LEACHNc STRUCTURE OD'DEPTH y,D� (w Atow o�wo:ra Ilwwx N.T.S. SIGN Sheet No. n rn EDGE OF PAVEMENT ry OVERHEAD WIRES CROSS SECTION S W a TEMPORARY CONSTRUCTION ENTRANCE �pFGTEss�`� �a. LIKARA L. K. McLEAN ASSOCIATES,P.C. a 2$ LETTER OF TRANSMITTAL CONSULTING ENGINEERS ,�\` 'pATE: 01/27/25 1 PROJ NO.: 24130 437 SOUTH COUNTRY ROAD '` ATT: Michael Verity BROOKHAVEN,NEW YORK 11719 ,<,<"` RE: Stormwater Management Plan TO: Town of Southold 285 Blue Marlin Drive,Southold,NY 11719 Building Department SCTM#:1000-057.00-01.00-045.000 54375 Rte 25, Southold,NY 11971 We are sending you Fx Attached Under separate cover via the following items: Shop Drawings Prints 1 Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 4 1/27/2025 1 Stormwater Management Plans 1 1/27/2025 1 Referral Form These are transmitted as checked below: X For Approval Approved as Noted Resubmit Copies for Approval For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File Signed: Grant Frevert o �rF . . rt ' SKr01EZmWA\�C')E]E� Scott A. Russell , SUPERVISOR : ::.: I��][A\,NA G�]EI��I[]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 `p 53095 Main Road-SOUTHOLD,NEW YORK 11971 „ �:: = : Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL E -_ -. ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ail; ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) '! ; - - - - — € APPLICANT , (Property Owner, Design Professional, Agent, Contractor, Other)E;a i NAME:; Christopher F._Dwyer_ Date: ±S' 01/27/2024 r i. 15ignal urel r : Contact Information: cdwyer@lkma.c_o_m_ :_ - i;i IU-Nlad R Telephnne Numhe,l 631-286-8668 i1, _ - __—._ -_-- — _._ - - - :1 P . 11, a•• Address dress / Location of Construction Site:. 4'r - # 1000 285 Blue Marlin Drive. Southold.NY,.11971 S.C.T.1VI.<, District 057.00 01Q0 045.000°, _ . Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT { �] Area of Disturbance is less than I Acre: No S.P:D E S Permlt-is Re uired Ei ❑ - Project does Not Discharge to Waters of the State. No-S P D.E-S Permit is Required-! IlI Area of Disturbance is Greater than 1 Acre & Stor -water Runoff Discharges Directly m ❑ - �: to Waters of the State of New York. THE APPLICANT.MUST OBTAIN a S.P D E,S Permit. ( ; f- _D:IREC-TLY.Erom-N.Y.S. D.E.C. Prior to Issuance of a ldinQ.Permit._ rrr kc :I- - Area of Disturbance is Greater than I Acre & Storm ��ater Runoff Flows Through Southold ?.• I: _, Towns MS4 Systems to Waters of the State of New York: .THE APPLICANT MUST QB_T_AIN_ _ `I i;; a S P D E S Permit through the Southold Town Engineer.`iri .Department. _Prior ro_Issuance.of-=a Building Permit: o; � =Revierved By; _ -- Date: p6f Nr s 1i1( P=-rnq nl fnhar gn i q Plunibbiq ,I JA N 1 2 2026 263Rowe 25,4 }'�!,9l,f..+•fig ^:"F:rj7 t'tg:�;"., 631-886--1984 December 2, 2025 To whom it may concern: Re: 2025 Smith Rd, Peconi.c, NY. 11958 To Whom it'May Concern: Mesta Plumbing & Heating LLC hereby certifies that the propane test was conducted at Re: 202.5 Smith Rd, Peconic, NY. 11958 for 12 hours -4.5 Ibs and there were no leaks. If you have any further questio-ns, please don't hesitate to contact me at (631 ) 886-19.84 or mestaplumbing@@gmail.com f George Almyroudis Master Plumber NY License #44809-MP Task 87# 666425 o��OF SO(/T�,QI h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 197 1-0959 �Q �'Y�OUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 27, 2024 To: Ioannis J. Zoumas 13105 New Suffolk Avenue Cutchogue,NY 11935 RE: SCTM# 1000-57.-1-45—Mildred Berger Living Trust, determination of merger request Mr. Zoumas: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold, we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at(631) 765-1802. Respectfully Yours, Amanda Nunemaker, Plans Examiner FIELD INSPECTION REPORT DATE COMMENTS -o r FOUNDATION (IST) —_ --- —— --- - ------------------------------------ -a"" t::VahA s tti �s �c dam, o vaz4, C r FOUNDATION (2ND) 2vVlo�e.. CJdCvNI��-�i•�► �� I��hR2 Qs P� � loVYl• �i0GR�1,� ,$V�Vu'1 /1�}�G/�u{ IQ-I o� fv _ -- . ,3•�� o� va�hi cssv�e.,,�0/®t,�s �1�01L � �J ROUGH FRAMING& PLUMBING - - � o•a rAwllGayLl� Ole, ere.-- - 0 r INSULATION PER N.Y. STATE ENERGY CODE rK _ FINAL AMA VAA --__- -- ADDITIONAL COMMENTS Z [0'( 6s7)1cl - o _C �—� oc d 5 o 14 r -- O - y �e�{FFOIA�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date ReceiOed... APPLICATION FOR BUILDING PERMIT D � ��t For Office Use Only D PERMIT NO. I a S Building Inspector: S E P 3 0 2024 Applications and forms must be filled out in their entirety.Incomplete BDO D , ,, applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. TOWN'')F SOUTHC.31 Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- --7,_ /. T .5-- _----- P rojectAddress: _ . _ .. . uclr_n Phone#: Email: __ _..._(7 Mar---_•Mailing Address: I.3 to 5 .New- 5w- 1k.- - --v - t1+C-hd of - -.' � [-93r CONTACT PERSON: Name: _... _...__... -. -eve_- _.-zWMaJ Mailing Add es rs L - - _ _._ .:._ ef - Phone#: C, Email: DESIGN PROFESSIONAL INFORMATION: Name Mailing Address: + �. _g 7 _ ._._ .._- Phone#: Email: _ _a __ 351 - --- _ _ - CONTRACTOR INFORMATION: Name_ Mailing Address dCftrr. __..0�.___..._... u, Phone#: 3 -^ 0� .__ _.. _..._ _ Email: _ G �Ce_ S Z(jX�iaCt�•- ,.CUM DESCRIPTION OF PROPOSED CONSTRUCTION tNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other $ o0 to D.UD Will the lot be re-graded? es Will excess fill be removed from premises? ❑Yes yNo 1 _PROPERTY INFORMATION` Existing use of property: Intended use of property: , -- _-�-U�Ga - - ,4 -- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. 1:1 Check Box-After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk,-Coup New York and other a.pliciible Laws,Ordinances or Regulation`s;foir the construction of buildings, tY, p additions,alterations or for.removal or demolition as herein described.The,applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations'and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220.4S of the New York State,Penal Law: Application Submitted By(print name) 4UA 2Ou 01a f1Se _-T q _ Authorized Agent Owner Signature of Applicant: f 4 Date: �--� MARY ZOUMAS NOTARY PUBLIC,STATE OF NEW YORK STATE OF NEW YORK) Registration No.OlZO6045952 SS. Qualified in Suffolk County COUNTY OF Sid, 0 1�- Commission Expires AUG.7,2026 S•�-G��'l Z1-V - -vmg, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ��A,�✓��0-ve, (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 I o? S day of J 4->,-16-e. ! ,20 1�1 tary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I,Tp mivc" 7®o MAC residing at . t% qV �l 1,135-do hereby authorize Tot)Al 4-3 to apply on my beh If to the Town of Sou Ouilding Department for approval as described)nZ n. ot Owner's Signature Date .NtS S® A �V IMIQ�� Print Owner's Name 2 lx�a r'rr ,I. �o �t+r IN-,� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road `P' B'ox 1 `I '� C Southold, New York 11971 9959 �� � - '` �' Telephone (631) 765-1802 - FAX (6 1 j 765I 0J2 5 2025 ' 'al mesh r�soufhoPdfQwnnv.gav — seaild c(D.soufholdf©wnn .cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3.25.25 Company Name: Yannucci Electrical Services, Inc. Electrician's Name: Vincent Yannucci License No.: 50592-ME Elec. email:vinny@yeselectricalinc.com Elec. Phone No: 631.258.7324 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: loannis Zoumas Address: 285 Blue Marlin Dr Southold Cross Street: Dolphin Phone No.: 631.929.5500 Bldg.Permit#: 51425 email: Tax Map District: 1000 Section: 5 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling, IASS, 200amp UG Service [A >e ( P e Ult.� Square Footage: 3125 Circle All That Apply: Is job ready for inspection?: R] YES ❑ NO R Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-1 NO Issued On Temp Information: (All information required) Service SizeFv]1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ONew Service❑Fire Reconnect[—]Flood Reconnect[—]Service Reconnect❑✓ Underground❑Overhead # Underground Laterals ✓ 1 2 ✓ H Frame Pole Work done on Service? Y FV1 N Additional Information: PAYMENT DUE WITH APPLICATION I�ai d �QC zSD -�3(261ZS- LOT LOT 38 \ 20 / LOT ? �r N 7634 p9, E\ S. 86*15' 0-E. 63.85' d� z fie- LOT o� o 8lV O m 1A4' io D LOT 24 LOT 22 cow cra(e m �O.4'• Q a ro 42.4• /efy. � �o.o• <9Q•r, i�v � � g i4:4' ro �A _ i cdnc.w i I j a I IJ Q N w I i R 105.00' "-A S. 8975.00, W. 130.00• .,BLUE .MARLIN DRIVE SURVEY OF 1OP`ERT Y A r A'A"NWAQUE ro►u me SOUT.I= SUFI�'CTLIf'COUNTY N Y. Sege: 1"=30' AV. 25, 2003 LOT'NUMBERS ARE ��ENCED TO •MAP OF SOIAHOLD SHARES'i�LEO)N THE OFF/CE.OF THE:SUFFOLK COUNTY CLERK ON ALIOUST-24 1963 AS MAP NO. 3853. AREA=20,840 S4 ft." �,,of NEwro �1P AIL,."rr, 9¢ ,° ��� • ANY AL MN OR ADDITION TO rw.SURVEY IS A VIOLA ,s-a w �c MOF SRUA N 7209 OCF n NNEEgW YO(R�KpSTAFE EDUCA71 L' W £Rfp AR PER" fARN>'F�RS BU�AApI COPIES'TTALL k.7PEWX rY '''Ir * SA MAP OR COPIES SEAR THE LNPRESSED�SEAL OF T SURVEYOR S, N0. 49618 WHOSE-SI6NATURE APPEARS HEREON. AD0171ONALLY T0-COMPL'Y WlTM SA_y LAW,TERAf' D gy• ECONIC S MUST 8E UU'��£D DY ANY AND AU,SµgV6yDRs�TiLIZ/Ng �@py - 16311 765-`: 1765 -1797 OF ANOTNER StlRVETOR'S MAP. TERMS SUCH•IN 0. 'SAND 909 eRDucrrr- ro-DATe ARE Nor rN COMPLUNCE M� 7`H£"caw. 1230�TRAVELER STREET � 1�► 1�1 aL- t� �F � �r) N TjC I't,04 �' r F_ tZ L dt��� W PREIdMlMARY MAP Scale 10d=1" v , SOUTHOLD SHORES TO GREENPORT j 6REENPORTJV TOWN OF SOUTHOLD SIJFFOi h r s s! v I y ti r � [Greenpofi HOLD SHORES — A waterfront comm-nil. s--.,•�: �_•��••� sr==a e on the beautiful North Shore of +: ••��•t s ^`" ^''"' ""! ER ISLAND s contain a minimum of 20,000 square fep• Lots 1-13. 19-24 and 45-50 will have mooring = b ore line of the boat basin privileges on the sh - Lots 1.1 3 will be required io have 4 minimum � set beck from Peconic Bay of 4&fee!. t� 7Ss _ - , _ : s++ •sing Peconic Bay with Long Island } - \� :�.• -•r •":t ^ly about% mile from this prop . ' --nming, fishing, sailing and tMa --!.- -a +g on beautiful Peconic Bay. TO SOUTHOLD ., �dt 15 a 175' A I6 - _ z o _ 17 7500. 14 177' i l i >> _4 12 S I ! 5 6 T 9 = S2 rou ax POINt Nfs A; n 1L�. GOMµiyNlT r Nose:Any bi conveyed set and area substentiaNy H+a same as St10I1 Cal only one principal building will be permitted on -+�- one umb lot,Ali except Main Road frontarp i H. Reese s in an "A"Res.A9.Tone.Building setback lines are a uniform _ fi Ly 3-5 2 00 (off is e) 25' an of roads.Confoun are in feet at 2'intervals; 6 My ) L datum is H.W.in Bay - �ems:.,," All lOtS C1i3VC UCCLeCu ucaur+ %A1'- 3`v I . P2�/-/rv]1r�/r'�f�`>'' Mf4P dWnridOrldDGVC/oPedbry . o� 14AROLI7 FR��EK/G!C fzEES6 • 4•dU Jeri oho TurnPikc h KT Mrnea/o, M fa P SNA MOMlr1 Q UE TO WK oG sovTHae.a f}RE/4 3g fIGRES I cptta I n i 'yl Sur✓cycdMarah 2/,/9G II; scolG /00=/N µ� I W.uonTuy/4s4n I; � � �D � �^� L r e cn s cd Lgnd Sur✓e�or� r� P 1 9 I' i - /4 �` -� \`;` 'Ill'. o � is �v. / k� j• f/S i r7s I Q /,9 Y i' \\ ^c \ `� Off•.\` / ail - z so � � •4 /7 j i - i;1 Ig C'0 33 h 22 k i✓7 1 ra is m .3 !. rogue _.—. _._.�- +oo•r• � --_ .__.....I -._ - 'r__.'-�. - lent loo � io ' @�) "( - 5 7 G I { ' �iI Gommcrni�M'• i�cin7+' Y,Inc✓ :' �+�..•... +y+ r_a/ / d• .... .- /G o'si/U.�f"c wi dfh.--- o° � ?�• I �� _---^�... • of "�y �� I NvT<s� An /o/"conveyedyvi//fiava � h; + tl;, C minimunYw%di%nrdor<ors✓6st nlir/%y ��._ ° �i I G { fAc,s�+nac•as>horc/icrcan ana/o.+ry oira �'\' I ! N Y fl� + erinG�er/bcil/r/inrfwi//deroermifteder+ la '-" � /� 6 ' cny ertc aach iar;f}/1 excc�,/Ma+r+?ood • r{i^en/a7a is lr!An A"r7cs.-Ac/. { 'F�c.i/4inq .ref boa,E /incs c7r<Aur:Born- ` U G lip J S'an a�/rotrd$. Con fours aic rir fcct '� / �i ---� . ' at 2'in�•crvv/.s/c/wfclm iR/•/.rV,in--by __�._....._..-- 5h«t /of zs�eeta (fYofil<s on z� �/' ---' Si. �(6P_,(1 mC��sr_v�.1�r rroe Iel.e e. --�... -. - �.r..•.,.; - °u ° CI r1 atr111 If MfJIl�OIYO/P III �/ � P�°" ARSHAMOMAQUE j �^� �' P.0J ky `TOYV/V OF iFr7 ''� Ptsi-°'' �;� �.d9 a `aAn °• � ,'`:',,..;',,,��'.?,�. a t I� I 5-fr,;y• � , "i° � -p a �s. ~� .4RE.9 .3�f ACRES ., " i L-- h s ,.e' D�;S"' __ - •�•:^°a fir• y,. � v,;r.o�\�\b OWNED ANo DEYEL Q—EO /f'L r•"`lY r,9�i1- ,y,�'' \.•v��^.a ;esi"�I.vs,.8. .., PO 'P;;e ,J' \ HAROLD AND FREOERICK REESE `•� q7l / n1 _ a�q � R r t 4/D✓ER/CHO TURNP/KE � � °• �3 rul6 �_ i ,� ,�` "so s°i° I,I'ei Gov -_/." qj�• v�s � ,ti N 7.... ,�-`t ,I /e;/963 I � ,..,�„_, ...yr •u ,i a gvA//AGZoAL o p •� �� ,°-F o; 53 Cj n .� f '�',' - � �' �. r.�:� +'`a ,\,� /1�fo� �+„`•--• m sourNoto TowN � ' �,°• i `' �m -�,�- •y SJef \..d �_'_� ."s°"`•1 ^ .°, J �J.,•S�. S:J...d R— [.fir-Ge-- 9 i t 2 n•` �^9° °�4 �\� /t °°��i L.^ �° ,'�•.e . cP o ��� �°° }•,`Ni' �CHA/RMAN � .. �,'� a , °/8° 1 °,.2 �` / .I I `: �y `4�i,.•� ra° ' f• i.��.,y,:.. -ryP:cr,/Lott y.ut- :.:� -rY I '..-.a e✓ 23 0 I I I. a hJ .° •'3 . g a e os f m ocluo/,rrrveys car,�c%fcd - Prao/Ws� �i 2�• " .yi„ - r mZ20A PARK i°e .' ✓u/y�/963 pndYhrlfmo......,u,�he�� _r.Yt H i s— p Q `� � B M1r V '- .y'�'•%i c q�P^<'. :� b L"" T p beon eetotpcinitshown i/wa.o Orro W.vrnrv^�Ty"�/-ASoN ,'•r 7 ti i V 2"'>>� °�'Os. `Ni1 A,R'L�,Y,N .� l+ .•. r.n "d a Lic2orvvad Prig ,/ ok2 "'"r."� n°..,J,e a° " `__ °`eo�f�r4a � ;p p G.ae„port,N.r• "'�1'j-�e��^-I-^' I � �e� p��� �-� b `vz.•:wa a8r",3 s .v6 4 'S 3 -6, 7' 8 9< 53 f� y '�--'�'��i-- .a.,�rQ fi f1EED ' WIYa L umr ..burr"w 8 FOR PARCEL NO SEE SEC NO. � SEE SEC.N0.053 /053-05-0O1.2 rc �• A N T C F4 L I N E MATCH 7 L+N W M A tt —_— z - G ++r as, j FOR I.R�,� N0.6 , a 12.2Ate? TEL�s . rOy t�° .t! F(! SEE SEC.iJO. 0'9 n aq J• OF 0 e*+eal f.3q +rs tap_ rn) ,•i .a ,:• qk9 OSd ram. (t}a ' + , y0 c ntr- .39r4o, fq s� r,O ! -•� t ! ` Cho/ HIyM" 20 jQ �ti 2 I 191 rsr, ) k r . O 3•qa a +0 f 7 ) rsz) 4.D . ri .�. t,3.Siem mw U.I U S e� ,'. B,QL`OR r "o' !S.!! 4� : !3 ° �� • zz�•. tiO,P� G VIOL 42ey rr ► r t 44 24 ,to �• a+� s. 10.16 \. ao N,P Ze \• � F ,of. THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM DATE MARCH 2O24 DRAWING & JOB NO. 24-881 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S AL OR Area- 19,974 s.f. Premises known as: EMBOSSED SEAL SHALL INOTDBEECONS DERED TO BE A VALID TRUE COPY. 285 Blue Marlin Drive, Southold GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. Found Rebor 10'155 141.00 a grovel �� oil N 45 Ln r ,Q o I � I rri LP I o I Q. I Q o o � ra v O CW �• W a i_oT 2 01 I I I G 25.2' W, I � I I O I I pool V 4 c. W 0 m o. 105.00' S89015'0019W water valve Blue M ashalt arlin Drive pavement of NEFW �PEL W iy�tiO,p� �v o s O 0- 0 0 0 81 Survey of Lot 24 LAND SJ MAP OF SOUTHOLD SHORES AT ARSHAMOMAQUE Certified to: FILED AUGUST 29, 1963 AS FILE NO. 3853 IOANNIS ZOUMAS situate in the LANDWORKS TITLE AGENCY Town of Southold CHICAGO TITLE INSURANCE COMPANY Suffolk County, New York Michael W. Min to, L.S.P. C. District 1000 Section 57 Block 1 Lot 45 LICENSED PROFESSIONAL LAND NEW YORK STATE LICENSE NUMBERR 508VEYO 71 Scale 1 "= 30' Surveyed March 29, 2024 87 Woodview Lane GRAPHIC SCALE Cen t erea ch, N.Y. 11 720 30 0 15 30 so 120 PHONE: (631) 580-1202 W EMAIL: mikemintolspcOgmail.com ( IN FEET ) 1 inch = 30 ft. 2s Sage g�vd �, ,'`d MAP OF SOUTHOLD SHORES AT ARSHAMOMAQU '4 LOT 24 SITUATE AT THE TOWN OF SOUTHOLD FILED AUGUST 29,1963 n �a FILED MAP #3853 DEC — ^A �a'° 4 Albac°re Dr 1�'� • \ TOWN OF SOUTHOLD I tour iburgh ., 4 o / P reserve �' � �as0o SUFFOLK COUNTY, N.Y. PROJECT !� I LOCATION V \' P ° 4 / � LEGEND: TEST HOLE BY MCDONALD GEOSERVICES o LOCATION MAP t Date: 7/3/24 1 PM O' � PROPOSED BUILDING N.T.S. CJ ' % I GROUND EL. 8.9 PROPOSED ASPHALT DRIVEWAY Dark brown loam OL 7.9 -------- 1 � - - PROPERTY -------- 5.3' Brown silty sand SM LINE PROJECT DATA CONTOUR O 9 Water in brown siltysand SM APPLICANT/OWNER... JNS HOMES 256 ROUTE 25A 1 yy � —{�-i — PROPOSED CONTOUR � 8 Water in brown WADING RIVER, NY 11792 / / r f I ST - 1 4.1 fine sand SP / 8— , / // \ 1 ( l J PROPOSED HYDRO-ACTION AN500-C 1/A OWTS -------- 13 631-929-5500 9 , ,� ; B ` PROPOSED DISTRIBUTION/SAMPLING BOX TAX MAP NUMBER.... DIST. 1000 SECT. 057.00 BLOCK01.00 LP OPT PROPOSED CLUSTER LEACHING POOL SYSTEM LOT 045.000 SITE AREA................. 19,974 SF (0.459 ACRES) s\{'ROPOSED SANITARY PIPE n t PROPOSED FUTURE EXPANSION ZONING...................... R-40 DIN w—PROPOSED WATER SERVICE y y USE............................ SINGLE FAMILY RESIDENCE � 10 �to a o Water in brown sandy clay and clay CL&CH E ROPOSED UNDERGROUND ELECTRIC SERVICE 0 i SITE CIVIL ENGINEER: PROPOSED 8'0 DRAINAGE POOL WITH SOLID COVER TEST HOLE LOCATION USED SIDENCE- , .rw�. EX. TREE LINE UNDERGROUND RE ROOM SE E01 / SANITARY ALARM W EX. UNDERGROUND WATER -37.1 / -------- 46' -OH— EX. O.H. ELECTRIC G WATER SERVICE \ / 4 BS\-V BPSp' 1 CONTROL PANEL�� /// vNF F.F•E 'A 2• / n SIGN WATER VALVE Water in brown fine sand SP F NGINEERING D I NG 437 SOUTH COUNTRY R BR L. K. MCLEAN ASSOCIATES, DOOKHAVEN, NEW YORK 11719 EP EDGE OF PAVEMENT -44.1 53, t _0H_ OVERHEAD WIRES \r` � rr IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE �1 , DIRECTION OF A LICIENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ d / \ Comments: Water encountered 5.3'below surface. ENGINEER IS ALTERIED,THE ALTERING ARCHITECT ENGINEER SHALL AFFIX TO O< HIGHEST EXPECTED GROUNDWATER ® EL 3.8 HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY \ \� �� GPRp,G 0 5, 1 / 1 HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC PROPOSED U.G. TEST HOLE DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND CO it s ELECTRIC AND AIR HOSE N.T.S. SPECIFICATIONS HERIEfN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A FOR HYDRO-ACTION RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. SEPTIC TANK McLEAN ASSOCIATEIS, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE MAN. BUILDINGS: SUBJECT OF A COPYfRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY S �gpCK 5, % ANYONE WITHOUT W/RITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC T\ PROPOSED U.G. PROPOSED 2 STORY RESIDENCE o FRON MAN ELECTRIC 4 BEDROOM © L.K. MCLEAN ASSOCIATES D.P.C. o � \ SERVICE GENERAL NOTES: PROJECT: �8 5'\• DM do\ M,�N' 1. NOPRIVA E WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO-LP , 5 5 M1 PUBLIC WATER WELLS ARE WITHIN 200 OF THE PROPOSED SANITARY SYSTEM TOWN OF SOUTHOLD /.-� �( S/ 5 �. ' �^ 1 I 2. NO DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM SUFFOLK COUNTY, NY \, \ 3. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS. LP DP _ ,M� , I 4. PROPERTY IS LOCATED IN FEMA FLOOD ZONE X \ \ / / 5 PN I DW ,'- \y�` SURVEY NOTES: \\ \ \ ,�"' -,OM �� DR LP ti- PROPOSED RESIDENCE \ / FE FIE �� �/ I o 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. PROPOSE \ �_ — /�� 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. TRENCH DRAI \\ \ I LP I 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. \ 1 — \� / I 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 285 BLUE MARLIN DRIVE FE o SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. SOUTHOLD, NY 11971 I _ _ _ Q c3' 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND —8 —" AN' SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ISSUES/REVISIONS 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE Description) No. Date STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN UPDATED FLOOR PLAN 1 9/18/24 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 0\ / y TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO MOVED HOUSE 2 1 1 /26/24.� ''w'w THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO \ �o O� ,oo"w w ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.\ Sg901 Fj w'w v 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. IN +� 8. THE SURVEY CLOSES MATHEMATICALLY. IN a IN 1N pRl 00 0 IN \ l OHA OH o OH iJ ''OH � OH o OH / OHS' OA M O SITE PLAN SCALE:1"=30' d 0 15 30 � Feet DRAWING TITLE: s?. 41 SANITARY PLAN N V O a SEAL & SIGNATURE: Design By: MF a Drawn By: MF (V Approved By: JD O Q v Scale: AS NOTED NDate: JULY 2024 " P File No: 24130.000 O � " / Sheet No. L " N > Z �", SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES S1 4 MAP OF SOUTHOLD SHORES AT ARSHAMOMAQUE , LOT 24 SITUATE AT THE TOWN OF SOUTHOLD K . FILED AUGUST 29,1963 ¢ t; FILED MAP #3853 Design Professional's Certification Required. ,\�1 TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. Submit P.E. or R.A. Certification For p1 The Installation and Construction of the Sewage Disposal System ri / t Use Form WWM-073 " o LEGEND_ TEST HOLE BY MCDONALD�EOSERYICES �o LOCATION MAP PROPOSED BUILDING Date: T13t24 1PM N.T.S. GROUND EL 8.9 I ( PROPOSED ASPHALT DRIVEWAY ------� Dark brown loam OL L /� ----- --'--PROPERTY LINE -----_ 5.3, PROJECT DATA Z.8 1' Brown silty sand SM --'--PROPERTY -EXISTING CONTOUR Water In brown sifty sand SM APPLICANT/OWNER... JNS HOMES /ram pW —�—PROPOSED CONTOUR 9 Water In brown fine sand SP 256 ROUTE 25A ('�'•1 PROPOSED HYDRO-ACnON AN500-C I/A OWES =Ad ------- 13 631D'929-55p0NG NY 11792 ' 9 � DS O PROPOSED DISTRIBUTION/SAMPLING BOX TAX MAP NUMBER.... DIST. 1000 SECT. 057.00 BLOCK01.00 1 LOT 045.000 or PROPOSED CLUSTER LEACHING POOL SYSTEM SITE AREA................ 19,974 SE (0.459 ACRES) —s---PROPOSED SANITARY PIPE ` ( OW , �UI PROPOSED FUTURE EXPANSION ZONING..................... R-40 0,� `z'O —W—PROPOSED WATER SERVICE Water in brown s�dy day and clay CL a CH .................... y y1,n Y USE.... . .. SINGLE FAMILY RESIDENCE �� A ' —e—•PROPOSED UNDERGROUND ELECTRIC SERVICE SITE CIVIL ENGINEER: PROPOSED WO DRAINAGE POOL WITH SOLID COVER TEST HOLE LOCATION EX. TREE LINE ; 0s PROPOSED \� BEDROOgP�MENZ PROPOSED -W -- EX. UNDERGROUND WATER -37.1 --_-�-_. 46' 4 ` W TERRSERVICE ,,NF`N�SF �UNDEGROUND 12.501 , CONTROL PA EM c' - EX. O.H. ELECTRIC '�•• ,""1 WATER VALVE Warier in brown fine sand SP L. K. MCLEAN ASSOCIATES, D.P.C. -TT- SIGN ENGINEERING AND SURVEYING 43/SOU?✓C,7I0%I9l It%BRODKHA%EN,NEW YORK 11719 EDGE OF PAVEMENT —l 153' OVERHEAD WIRES R IS A VIOLATION OF THE LAW FOH ANY PERSON,UNLESS AC-..ING UNDER THE V DIRECTION OF A LICENSED ARCHFTF T F';31NF�,TO ALTER IN ANY WAY ANY 'CO Comments: Water encountered 5.3'be10W Surface. ITEM ON THESE DRAWINGS IF AN ITEM REAWN;THE S'rA_OF AN ARCHITECT.! f ` ENGINEER IS ALTERED,THE ALfEPM ARCMIECI\ENGINEER SHAI L AFFIX TO HIGHEST EXPECTED GROUNDWATER O EL 3.8 HS,yFR IrEM THE.R scat AND naL NornnDN'ALTERED er FOLLOWED By E' ' TEST HOLE HISHF9 SKINATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC V'.r F•F• JC PROPOSED U.G. ELECTRIC AND DES'131, ON OF THE ALTERATION Or! THE D'7A11^I`; 'THE GLANS AND `+a` N.T.S. SPECIFICATIONS HERERJ ARE INTENDED FOR THE SUFUFCT PRCJECT ONLY AS A AIR HOSE FOR HYDRO-ACTIQN RESULT OF CON7RAC I AL NEGOTIATIONS BETWEEN THE OWNER AND Lx SEPTIC TANK RESULT ASSOCIATES,PC THESE PLANS AND SPECIFICATIONS WILL OL THE _ - "'i «� '� (R y�•ti �Q'M1N' -- 1 BUILDINGS: SUBJECT OF A COPYRIGHT PETITION AND MAY NOT R"REVISED 09 Ri-USGC PY �� 1\ •' Vt.C,f„ aAC` RJ' , ANYONE WITHOUT WRITTEN AUTHORITY OF L K.MCLEAN ASSOCIATES,PC Q / \ \\ \ F �1••d!R�S� `�A\1S PROPOSED U.G. PROPOSED 2 STORY RESIDENCE A ,l� — 5OT ROP1 ELECTRIC 4 BEDROOM © LK. MCLEAN ASSOCIATES, D.P.C. iG r`� o MIN• SERVICE GENERAL NOTES: PROJECT: 5N`N 1. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO ( � 8 TOWN OF SOUTHOLD / - ! �p11N• PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM '� 2" NO DRAINAGE STRUCTURES WITHIN 10 OF SANITARY SYSTEM�' � �/'-✓4 /� � � SUFFOLK COUNTY, NY ( LP DP ✓ ry 3. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4-"DEDROOMS. f ��� ( 4. PROPERTY IS LOCATED IN FEMA FLOOD ZONE X `N_ , .� y"�--•C MIN. E r DW , M,N•---,r/FE ,,''ter DP LP SURVEY NOTES: PROPOSED RESIDENCE FE �``�--� 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. PROPOSED 7 LP �� 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. TRENCH DRAIN 10 P / 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. m ( FE `i 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND 285 BLUE MARLIN DRIVE SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE SOUTHOLD, NY 11971 O, EDUCATION LAW. 5 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND ' s, j ISSUES/REVISIONS g 5 MIN• O µ SURVEYOR'S "EMBOSSED" OR "INKED" SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ( « u i a 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK E kU= } Description No. Date 9 G STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN �„y.' UPDATED FLOOR PLAN 1 9/18/24 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE ' 3 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO a �, 15,OQ"W ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. h r Sg" v1 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. o S rn 8. THE SURVEY CLOSES MATHEMATICALLY, �, ARL1ta DR a , 0 0 Revised Plan Approved 10/8/24 i o ; U Expires 8/9/27 _ SITE PLAN { �5 SCALE:1"=30' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s to i t ! f D 15 30 6 Feet PERMIT FOR APPROVAL OF CONSTRUCTION FOR A EXCAVATION INSPECTION REQUIRED o In1I 1 �D7.� SINGLE FAMILY RESIDENCE ONLY DRAWING TITLE: ; , �' FOR SAINITARY SYSTEM SANITARY PLAN a� BY HEALTH DEPARTMENT o DATE 8/9/24 Design$• F. R-24-1085 SEAL g By: MF m �p`< �QY Drawn By: _ MF__ o,n APPROVED �� OEKpp�N * Approved By: JD N H e ?5� Scale: AS NOTED N o FOR MAXIMUM OF 4 BEDROOMS ? Fi eeNo: DULY 024 ' M 00 EXPIRES THREE YEARS FROM DATE OF APPROVAL eat No. ° t t 'N SEE ATTACHED SPECIAL CONDITION, F�pROFESS S GRADING PLAN AND/OR PLOT PLAN. �a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES r i 1 I 4� F.F.=12.5 FIBERGLASS LOCKING LID FIBERGLASS LOCKING LID 4, 10" x 15" QUAZITE TOP OF RIM TOP OF RIM a ENCLOSURE WITH COVER ELEV. 10.4 ELEV. 10.4 POLYLOK 20" COVER ;. STOPPER OR END PLUG GRADE=10.5 MIN. 4" DIA. EL. 10.2 SDR 35 PVC PIPE PITCHED MIN. 1/8" PER 1' INV.=7.77 POLYLOK 6" - - - -- - - ---- MIN. 4" DIA. RISERS , ... ` MIN. 4" DIA. I P 5 VC PI } .I POLYLOK 20 SDR 3 P PE ' SDR 35 PVC PIPE —� _� -- _ i _` _ �.t' ! CHED MINA DISTRIBUTION BOX IT r - - - = '» - PITCHED MIN. 1/4" PER 1' _____�___� ____ �.�`____ .>r„- '„ -_,. � IT 1/8" PER 1 ENDCAP TYPE ---�-------�--_-��` LOCATION MAP LEVELING DEVICE 4' MAX. N.T.S. ` FLOW CAST IRON PIPE TO PENETRATE INV. - 7.98 I d LINE (: \} FOUNDATION WALL MIN. 2' e. I l I YA = 7.90 INV. = 8.40 > I �a ! Z MIN. 4" DIA. , PROJECT DATA • E) SDR 35 PVC PIPE PITCHED PROPOSED a Ij i a MIN. 1/8" PER 1' INV.=7.60 APPLICANT/OWNER... JNS HOMES FOUNDATION 256 ROUTE 25A Il �: WADING RIVER, NY 11792 631-929-5500 MIN. 12' COMPACTED SAND OR BUILDING CONNECTION DETAIL I I a 2" MIN. ABOVE PEA GRAVEL LEVELING PAD TAX MAP NUMBER.... DIST. 1000 SECT. 057.00 BLOCK01.00 ij' OUTLET INVER LOT 045.000 I ,I L. N.T.S. SITE AREA................. 19,974 SF (0.459 ACRES) ZONING..................... R-40 DISTRIBUTION/SAMPLING MANHOLE USE........................... SINGLE FAMILY RESIDENCE __ SITE CIVIL ENGINEER: HIGHEST EXPECTED WATER ELEV_=3.8 ---- r--------- -- --- •.:. . . :_ -. . • .- •mow.:�.-�---__.�_�:-_==� � � HYDRO—ACTION AN500—C SEPTIC TANK BOTTOM OF TANK L. K. MCLEAN ASSOCIATES, D.P.C. EL. 2.31 ENGINEER=pro Mi SLWVEY <J+SaUrk CCiA'a NO., WW MW I17ta tIT IS A V I T6'a OF THE LAW FOR ANY PERSON,UNLESS ACTT^!O U^JDER THE I' DIRECTION OF A LICENSED ARCHITECT EtK',mIEER TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN(TENT BEARING THE SEAL OF AN ARCHITECT' ENGINEER IS ALTERED,THE ALTERIN3 ARCHTfECT,EN3INEER SHALL AFFIX TO HISMFR ITEM T�F"?SEAL AND THE NOTATION'ALTERED Br FOLLOWED BY HIS,`HFR SIGNATUFI_AI:')THE DATE OF SUCH ALTERATION.AND A SFECIFIC OESC,t TION OF THE ALTERATION ON THE DRAVA',G •THE PLANS AND SOLID CONCRETE COVER BELOW SOLID CONCRETE COVER BELOW SPECIFICATIONS HERFN ARE INTER IDFD FOR THE SUBJECT PROJECT ONLY AS RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. GRADE GRADE .,."FAN ASSOCIAT`S,P TF'FSE PLANS AND SPECIFICATIONS WILL BE THE SVHJECT OF A COPYHIOHT PETITION AND MAY NOT Be REVISED OR REUSED BY GRADE = EL. 10.1 ANYONE WITHOUT WR,TTLN At,THOCH Y OF LK Mt LLAN ASSOCIATES.PC i 6" MIN. 6" MIN. © L.K. MCLEAN ASSOCIATES, D.P.C. 1' MAX. 1' MAX. PROJECT: 2'-6' MAX. 2'-6" MAX. TOWN OF SOUTHOLD 4" SDR35 PVC PIPE @ 6" THICK SLAB SUFFOLK COUNTY, NY PER FOOT MIN. I INV.=7.47 1 < I I PROPOSED RESIDENCE 3.0' N 4" SDR 35 LP (MIN.) 285 BLUE MARLIN DRIVE 3.0 D p CROSS OVER ('MIN.) 2 -101, f PIPE INV. 21-011 COLLAR souTHOLD, NY 11971 EL.=6.64' COLLAR ISSUES/REVISIONS j I Description No. Date IRQTE: UNSUITABLE SOIL SHALL BE i I REMOVED AND REPLACED WITH rn SAND AND GRAVEL 6' MIN. PENETRATIONLo BOTTOM OF POOL 2' MIN, ABOVE HIGHEST MATERIAL INTO A VIRGIN STRATA MATERIAL CLEAN EL. 5.80 EXPECTED GROUNDWATER OF SAND & GRAVEL o SAND AND GRAVEL _HIGHEST EXPECTED WATER ELEV.=3.8' ------------------- --------------------------------------------------------------- 3. v TYPICAL LEACHING POOL (CLUSTER) a N.T.S. C) SEEATTACHMENT(S) DRAWING TITLE: o SANITARY DETAILS 6 � {I SEAL � IgWrN Design By: MF o I,;i inFL 0 In iv UPI i / �% Qt�`,DEKOp�y�* Approved By: D Scale: AS NOTED d o y, z ate: JULY 2024 0 0 le No: 24130.000 rT Q�3p1Sheet No. a cv p FppROFEss��� S r1 V)a— SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES L 1 I DOMED SHAPE FOR I/A O.W.T.S. NOTES: ' DOMED SHAPE FOR MAXIMUM LOAD STRENGTH CONTROL PANEL At.'C! !IF? FUt.m 1. OWTS SHALL 8E TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD APPROVED r MAXIMUM LOAD STRENGTH HANDLE FOR EASY REMOVAL OF r BY THE MANUFACTURER. „ ' SAFETY SCREEN IN POLYETHYLENE ENCLOURE HANDLE FOR EASY REMOVAL OF ON PRECAST CONCRETE PAD I t„"1 PLC CONTROL 2. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. SIZED TO FIT INSIDE '- HIPP( COMPRESSOR SAFETY SCREEN THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN FIRST 24' RISER ADVANCE OF WORK, THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS REQUIRED. SIZED TO FIT I INSIDE 3. THE CONTRACTOR SHALL PREPARE A COMPACTED 3' BED OF ASTM C33 SAND AT THE BOTTOM OF THE e•.FIRST 20" RISER a * v - \ CAN BE USED WITH OR WITHOUT SCREWS < - I EXCAVATION, AND SHALL SET THE STONE LEVEL TO WITHIN 1/8". THE CONTRACTOR SHALL PLACE THE 1/A i 21.2457' y;.y. + a - ]]--- O.W.T.S. ON THE PREPARED SAND BED (AND/OR CONCRETE SLAB WHERE NOTED) AND SHALL SET THE + �\ TANK LEVEL TO WITHIN 1/8 INCH. t ,, 4. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE LOCATIONS. { 0 25.08" CAN BE USED WITH OR LCF E:YtST[�lS .%�`,,,\ "�} -f ,�,.?i�' t.% rv1 p40 - WITHOUT SCREWS n GROUND ;c 1.,, ;,; <y ... c; .., POLYLOK 20 SAFETY SCREEN 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ANY DISTURBED AREAS. r POLYLOK 20"0 HOPE, PART NO. 3009-SS AIR HOSE AND 6. ALL SANITARY PIPING. STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN - (OR APPROVED EQUAL) HYDROACTION CCfJTRCL PANEL ELECTRICAL SUPPLY ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL LOCATION M A P N.T.S. AND iCCl,dpRESgC PUh1P TO TPEAT 1ENT UNIT QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR POLYLOK 24" SAFETY SCREEN OTHER THAN SINGLE-FAMILY RESIDENCES, DATED JULY 21. 2020. N.T.S. POLYLOK 24"0 HDPE, PART NO. 3008-SS 7. THE ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS (OR APPROVED EQUAL) CONTROL ��N'C� FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED INSTALLER. N.T.S. 10 O PANEL L 8. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY Pri''rILE(HTS) DEPARTMENT OF HEALTH. PROJECT DATA 9. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE APPLICANT/OWNER... JNS HOMES PROPERTY OWNER SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. 256 ROUTE 25A WADING RIVER, NY 11792 10. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. 631-929-5500 11. ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN TAX MAP NUMBER.... DIST. 1000 SECT. 057.00 BLOCK01.00 SCHEDULE 40 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24" UNLESS GREATER COVER IS REQUIRED LOT 045.000 BY MANUFACTURER. SITE AREA................. 19,974 SF (0.459 ACRES) `• -7 12. ALL PENETRATIONS INTO THE O.W.T.S. SHALL BE SEALED AND WATER TIGHT. ZONING..................... R-40 13 I A O.W.T.S. H ROUGH THE GRAVITY SEWER PIPING IN THE PROPOSED BUILDING. NO USE........................... SINGLE FAMILY RESIDENCE .THE / .W.T SHALL VENT THROUGH ADDITIONAL VENTING IS REQUIRED. SITE CIVIL ENGINEER: f 4'-9' INLET { g jl ----Y� --- OUTLET 6'-4" I 0 21.65" - /-0 22.45" _.'.J -- L. K. MCLEAN ASSOCIATES, D.P.C. REMOTE PLC CONTROL PANEL \ } WITH HP80 COMPRESSOR ENGINEERING AND SURVEYING 457 SC:'M COUNTRY R'..BROOKHA414.NEWYORX 11719 E MODEL EC50-30-L-100-PLC PLAN VI_w ` Ta +. AS MANUFACTURED BY OPS \ - IT IS A VXJLATION OF THE LAW FOR ANY PERSON UNI-FSG AC'[INI.^,UNDER THE I (OR APPROVED EQUAL) - DIRECTION OF A LICENSED ARCHITECT ENG NEED,TO ALTER IN ANY WAY ANY 174 0 2D.65" •am• ITEM ON THESE DRAWINGS F AN ITEM BEARIN3 THE SEAL OF AN ARCHITECT/ fOK EN3INEER IS ALTERED,THE ALTERING ARCHITECT,ENGINEER SHALL AFFIX TO BOTTOM VIEW TOP VIEW CUT AWAY VIEW HISMER REM THE''.SEAL AND TFE NOTATION*ALTERED BY'FOLLOWED BY BOX ACCEM;]-4 MIT COVER PART N0.-7009C HISMER 61GNA'RJPE A^:0 THE DATE OF SUCH ALTERATION,AND A SPECIFIC ' ---y -- 4" MIN. WAYY COVER PARI No.-30;;-C" DESCRIPTION OF THE ALTERA710''J ON THE DRAWING ' TH- PLANS AND BERGLASS LOCKING LID Fl3ERGLASS LOCKING 11D GRATE P,wI No.-wl7 czo 1, 2'-4' MAX i/ FINISHED _ G•TE pM PIIRI NO.W. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A DEDICATED 20 A, 110 V POWER GRADE - �.as' I le TALL M'm PART NO]009 Rti Fi SULT OF MNTRACTIJAL NE30TIATTINS BETWEEN THE OWNER AND L K CABLE, ROUTED IN 3/4" PVC MCLEAN ASSOCIAIES PC. THESE PLANS AND SEL:,F-ICAII.,)NS WILL BE THE f 61,1IJ-CT OF A(`XWYRI.^,,FIT PETITION AND MAY NOT BE RE\OSED OR PFUSEO RY CONDUIT FROM BUILDING I j ANYONEh'R}I` OUT N RI TEN AUTHORITY OF L K MnLEAN ASS IATi 5,PC "S 1 SIDE CUT OUT TO ACCEPT c LK. MCLEAN ASSOCIATES, D.P.C. 2 POLYLOK SEAL, PART NO. O REMOTE CONTROL PANEL I� _ 1 UEDER PIPE CONNECTOR \. 2 3001, TYP. 40 PLCS 0.5, -_ a ( ) --.:_-.T - PROJECT: ��. - ---' MANHOLE DETAIL o.5 --- �':- NOT HS-20 RATED R41 , ," ouTl� 4" THICK ti`? PROVIDE SPEED UNDERDRAIN FILTER PkN'/,J`Y.w LEVELER ON EACH N.T.S. -8" MIN Ij i f' i MATERIAL TYPE i Q TOWN OF S 0 U T H 0 LD 10'-0" MAX. �I SUFFOLK COUNTY, NY 7-4. I I � 5'-4" } I 5'_3• DISTRIBUTION BOX DETAIL TYP. PROPOSED RESIDENCE OTTCM OF RINGS REFERS TO �6 y THIS POINT 8-1/4' 285 BLUE MARLIN DRIVE _ - 'RECAST CONCRETE MONOLITHIC SOUTHOLD, NY 11971 WEIGHTS: 3" THICK BED OF - -- �--9"--=-_ "a'- '' • =i TANK HS-20 RATED (4" WALL ::.<, h COMPACTED ASTM C33 SAND THICKNESS) ISSUES/REVISIONS BASE UNIT: 12,250 LBS. MAX. TOLERANCE OF SECTION VIEW ROOF SLAB: 4,100 LBS. t 1/8" IN ANY DIRECTION rn TOTAL EMPTY WEIGHT: 16,350 LBS. Description No. Date i 3 v o I/A OWTS HYDROACTION AN500-C a (HS-20 RATED) N.T.S. L I a (SEE DETAILS, THIS SHEET) E 0 rn rn c '3 O f Q I I/A OWTS HYDROACTION BUOYANCY CALCULATIONS: STOPPER OR END PLUG 10" x 15" ENCLOSURE WITH FINISHED SIATE OR OTHER SUITABLE COVER U GRADE IN LANDSCAPE AREA I rn PNY�ICAL CO!J_SSRNNTS: - --- p DENSITY OF WATER - 62.4 LB/CF - FINISHED GRADE ELEVATION - 10.4 GROUND WATER ELEVATION = 3.80 U BOTTOM OF STRUCTURE ELEVATION = 2.31 HEIGHT OF STRUCTURE BELOW WATER = 3.80 - 2.31 = 1.49' CROSS SECTIONAL AREA OF I/A O.W.T.S. - 39.70 SF t D SEE V) A WEIGHT OF EMPTY HYDROACTION AN500-C I/A O.W.T.S. PRO ILES 4'DIA. SDR 35 PVC PIPE DRY WEIGHT (PER MAN.) = 16,350 LBS SEEATTACHMENT(S) DRAWING TITLE: 4" DIA 30' ELBOW B. WEIGHT OF DISPLACED WATER � HEIGHT OF STRUCTURE BELOW WATER 1.49' SANITARY DETAILS 2 � SURFACE AREA = 39.70 SF 4'X4'X4' 60' WYE BRANCH l VOLUME OF DISPLACED WATER - 39.70 SF X 1.49' = 59.15 CF n 0 q ;F WEIGHT OF DISPLACED WATER - 59.15 CF X 62.4 LBS CF a 3 690n���g$ SEAL Design By: MF _� 'L rr tl �U WITH SAFETY FACTOR OF 1.5 - 5,536.44 LBS FLOW 4' Dv+. 4" DIA, FLOW Q �C. vR�M Drawn B ME O cn i q i LnR-35 SDR-3.i DEXp In i C. CHECK - y`Q �, �iy�* y'Approved By: JD cw 16,350 LBS > 5.536.44 LBS (OK) er a Scale: AS NOTED TYPICAL CLEANOUT DETAIL Date: JULY 2024 o 0 1 , NOV 1 2 2'^� o N.T.S. , ,�; File No: 24130.000 N a; 0730 Sheet No. ��pROFES5�4�P� CL S3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I A AK-080917-1 NOTE: ENCLOSURE PUMP/COMPRESSER POWER CIRCUIT om No. HINGE TO THE RIGHT 115^VV— 1,PH AK-080917-1 C131 PAGE {.. M1 DISCH ,PUMP RATINGS: ' INDOORS I OUTDOORS "' Ott _ AK-OW917-1 N w L�w�� N - ---�` PUMP ; 3/4HP 0 115W is Ni ® a INSIDE LID vtw r MOTOR / 15.0 F.L.A. ' �` C132 M2 CSR2 6 LOOPS II—{c�= � ELECTRICAL G q sx -moo— --- RE--- CIRC`>1PUMP RATINGS: POWER PUMPI . c =- 15.0 3/4Hf.L 115W A. PANEL i R nx sx /MOTOR 1/4 F.0 t15W I —��3 rxi L; MIXER ,PUMP RATINGS: PUMP OD ❑O '�'" �-----.�1�-- N -- ONE 20A, 1-POLE CIRCUIT I CC� I1 BREAKER IN EXISTING PANEL 20A I u aw C� i I CONNTROMA PANEL I Lr T -I COMP. RATINGS: — VA TO ON-SITE 1 A COMPS MOTOR5 4 F LA. 1151V ENCLOSURE O.WT.S. /. LOCATION MAP NOTE: ALLMOTORS N.T.S. LnOVER HaDE INTERNAL LL WIRING SHALL BE INSTALLED OVERLOAD PROTECTION. 120 VOLT, 10 SERVICE TO HYDRO I SIDE SCHEDULE 80 PVC ACTION CONTROL PANEL I CONDUIT & SIZED AS REQUIRED. ! LR1-01 MINNM1 2 #8, #12 GIRD IN 1" PVC CONDUIT I I R H uNN;NG I PROJECT DATA FINISHED GRADE ( APPLICANT/OWNER... JNS HOMES i . LR 1-02 M2 '""r WADING RIVER, Ml' 11792 i/A OWTS SINGLE LINE DIAGRAM sat-829-5500 A IP.0 RUNNING ! TAX MAP NUMBER.... DIST. 1000 SECT. 057.00 BLOCK01.00 LOT 045.000 .� LR1—Q3 N.T.S. — M3 " SITE AREA................. 19,974 SF (0.459 ACRES) \[ J G UhTJiNC ZONING..................... R-40 USE........................... SINGLE FAMILY RESIDENCE I A11 U21 SITE CIVIL ENGINEER: W BLU VW NOTES: MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL. FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. 1 PRESERVE ENVIRONMENTAL RATING OF PANEL, USE FITTINGS AND HUBS WITH SAME ENVIRONMENTAL RATING AS ENCLOSURE. TO L. K. MCLEAN ASSOCIATES, D.P.C. ENONEERM6 AND SURVEYMD 4?1 SOU14 COt)N-Ry NO..9R1NHt.VLN•NEW YORK ttr19 CHANGES TOLERANCES DRAWN BY I DATE F DECIMAIS C.BARRIIK a8l,yn SCHEMATIC, ELECTRICAL E .W.t.no6 IT S A VIOLATkNJ OF THE LAW FOR ANY FE-RSCN,UNLESS ACTMG UNDER THE D =.*Ano MATEIOAL SPEGf!CATION: DIRECTION OF A LICENSED ARCHITECT FI`KiWFFR,TO ALTFR IN ANY WAY ANY C FRAcnONAL REM ON THESE DRAWNGS. F AN ITEM BEARING THE SEAL OF AN ARCHITE CTr 8 �stleaAS ENGINEER IS ALTERED.THE ALTERING ARCHITECT,ENGINEER SHALL AFFIX TO ANGLES NQTED �� AK-0809� 7-1 H'S,Ht 9 I'FPA THEIR SEAL AN'D THE NOTATION'ALTERED BY'FOLLOWED BY A r-:t/z H: M+EF SIGNATURE AND iHF DALE OF SUCH ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DPAWING. 'THE PLANS AND DE SUBJECT SPECIFICATIONS HERE94 ARE INTEND FOR THE SUECT PROJECT CNLY AS A RESULT OF CONTRACtUAL NEGOTIATIONS BETWEEN THE OWNER AND LK. MCLEAN ASSOCIATE S,PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OVA COPYRIGHT PETIrICN AFjit MAY NOT RE PC_VIS-D OH REU6tD BY ANYCN�WITH.')UT WRITTEN AUTHORITY OF L.K-Mr.LFA.N ASSOCIATES,PC © L.K. MCLEAN ASSOCIATES, D.P.C. PROJECT: TOWN OF SOUTHOLD SUFFOLK COUNTY, NY AK-080917-1 [AK-080917-1 PACE AK-0E917-' As of ' 8/".�D"MFG PROPOSED RESIDENCE PAGE I>rt Paa Nurrbe� DNscril••inr. _ -'OTY ' - •-- - -- - 3 1 IFC-14120E-HCcF U 12 Nema 4X Polycarb EnclosureAC/DC Equip 1 ti BLU W REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs- 2 AeP14X12(SP) '4xt2 Bpckplate plain Index t 3 60A410/CG 1.2"Core Grip Conery 8 285 BLUE MARLIN DRIVE q C25AN8125ADP GOMdC'O[Smnt�Pole 25A,120f COi1Fa`.°rl - 1 SOUTHOLD, NY 11971 L� R1 Q4 //�� s C2:EN(3220Ach C nta^hlr Double Pole.20A.1?OvcoilEaton 2 ISSUES/REVISIONS --E0 PLC INPUT .1 6 FL1F H12ROC Smart Relay Idec t 7 S2 Ground lug IHI 2 Description No. Date 3 AS-1 QOUt1CB 1 pole WA.Breaker Scnam D z ro w 9 0K)U120B 1 pole,20A Breaker Square D 3 HVIA RUN al au wa AUD. 3 10 CMG-U0020 Current monifnr Diversl4xl t ALARM 11 1,122-L-R 230P Red Lens Chrome Rezel Eaton r 1 2 z MUTE" o- °"` °° p I O= 12 621-G-230G Green Lens Chrome Bezet Eaton 1 'E iT 13 1,1221-A-237t4' Amber Lens,Chrome Bezel ALARM Ewan i to O I GHT 14 985 CP 03 60A Tom in,l 81-1, Marathon 1 � I Ch eN RED 15 6G38TS-F STckable Termiriat Block M^ta+fion /4 c '3 16 6638E-F Stackable Terminal Block Fnd Piece Marathon 1 1 ENABLE PLC INPUT P1 N P1 N �P1 N C1 N 1 2 3 4 5 6 m n A E:Z-03K-E 6�9552L ) HWA Switch FJ.SwncM1 1 16 78-100 To9ale Boot AC.IDC Equip 1 OVERRIDE l� 19 E2.38158 Spray)Demand t Dose Switch EZ Svn!ch 1 3 2- 4 PLC INPUT Y Y < a 0 0 V U O O I'- F- < ¢ 20 AMB iTOC. Swit::h B•adcet Index 1 % CSR2 m U = m Ed w w �, 21 041'0 7x 18ga conductor cable Ouabin i Cn wu — —�PLC INPUT 4 3 3 F 322 m m ,,,� 22 TBS345A External a,,>witch , Tecmark • 1 '> (L CL 3 w Z Z � Q ?:+ Ohara-O Rhea O-Ring Conery - 1 d m W U DOSED PLC INPUT a a a a a O Z cr Z o Ly 24 R7-Xa-i Rer.Alarm I kPub Assembly AC DC Equip 1 a w w DEMANDI�EJ U q Q 25 PB-120-A Buzzer Ingram 1 o a � ..� Iz a w V i= 1= �d 3 3 .0 } M O U x U U U = 26 SL-001 Lockable Latch ACIDIC Equip 2 SPRAY PLC INPUT cr w s cy Ix N Cr VI w w SEEATTACHMENT (S) DRAWING TITLE: BLU w 0 NOTES: MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. ALL INFORMATION CONTAINED IN THIS DRAWING IS SANITARY DETAILS 3 DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL o FIELD WIRING MUST BE A MINIMUM OF 60'C COf PER WIRE. CONFIDENTIAL AND PROPRIETARY TO SEPTIC PRODUCTS INC. E TO PRESERVE ENVIRONMENTAL RATING OF PANEL, USE FITTINGS CHANGES TOLERANCES DRAWN BY DATE AND HUBS WITH SAME ENVIRONMENTAL RATING AS ENCLOSURE. � iT F DECIMALS Design B MF o m E mx_t.00s / / TERMINAL CONNECTIONS DEKO fi Drawn By: —'MF C. BARRICK 08 11 17 S 9 Y 0 Xx-t.010 MATERIAL SPECIFICATION: @ N CHANGES TOLERANCES DRAWN BY DATE o to D FRACTIONAL Approved By: JD CO PE DECIMALS C.BARRICK 08/11/17 SCHEMATIC, ELECTRICAL SCALE: PART N0. N -> 10 MATMALSPECIFICAnoN: B X ANGL.ES� AS NOTEDAK-080917-1 Scale: AS NOTED FRACTIONAL FULL Date: JULY 2024 0o �-Es As NotEDFULL AK-080917-1 A ' File No: 24130.000 04 Or.:1/7 1 71 0 Q�. Sheet No. of'2 Cd �Y n °pROFEss� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOV 1 2 I'' MAP OF SOUTHOLD SHORES AT ARSHAMOMAQUE LOT 24 SITUATE AT THE TOM OF SOUTHOLD / FILED AUGUST 29.1953 1GwN MAPSouiHOLD Design Professional's Certification Required. 1 SUFFOLK COUNTY,N.Y. Submit P.E.or R.A.Certification For 1 / 1 The Installation and Construction of the Sewage Disposal System / 1 Use Form WWM-073 1 ,/ N tr" g ECEND: HD r MBA^ D LOCATION MAP Daze: )A24 1PN� A�oo'E 11 � ��--'aaovoscn euacxo c N.T.S. N�6 ____ PR�OSFD 5➢):ALTPPIh'.Y LROU I,8 a------ Mmm SM PRD m Y ua _ PROJECT DATA nPaJcvTr/OWNER.. ARS IwxEs p 1 -mac ------ ve Kw L Z. w \ 1 j (^`� AtON5E0 HTDP.O-KTpH AxSpp-C U.OATS �S. ------- BW3�1-99 NY 11]9Z � ' 1 1 l A%MqP nImAH_Uh.1DOD RUI.0/.w tltVacvl.W CEJ PRDWBCD 0614891maN/SAVftAe BOX ' ��.•� / \ 2 ;�:�� TTmrv.Ep up;rtn Ir nxc rVOL Gr.Toe -„­:D sgwrMr rwE \ I Dw 1 l�%' k ��; rrvazp rungs naArml or:v+a.___....._..R-w / min 4 ----PRpvJ4'p WgTiA SEHJ¢ n0.•�w�euytivymtlory aaal USE............_........._..Sa'C(E F RLY RES-I \ �I.A po —e---sxowsED unaE N1 II—sEmE SITE CML ENGINEER: yi a _ 2 StOFiY 1 1 .. �YDSO eDrAu.iaw:Part WTm�.w cv a LI[titit \ PROPR�SfDFNCS W/ 1 , EX TREE LwE Oi\ PROPOSED \\ 4 OEDROOBASEIAENS l PNGI,OSED EX unOERiECT_R _ER Ly\ UNDERGROUND ISµ,ED 1 SANRARY NMN - t)'1 ----- e waTT:R SERI10E UNFiN 1250 COTRaL Rme. - u.O.H = _ WATw v,L1c aT Wr.�n:o.,r..am 9v L K MG"EAN ASSOCIATES D P C O \ �RpGE 1 1 OD Ornnmerrs: V1aYiravU IRIB3'WIDA Surtew. 1 W- xlasx EXPFLTfD D19Iva.1�eTTR p EL}.e �O FE 1 TEST HOLE FROPw=_O uO Ea—N.ro R HOSE FOR�ATraO-KTUTi *- Z S PM Twa e. VILO PROPOSED 2 SRY OW RF9RrNfF ,0.LK.YdFAN ASSOCIATES,D.P.G aT _CC4 BEDROOM M. GENERAL NOTESI PROJECT: LP\ /��- SW 1. NO PRII WATER WEUS ARE LOCATED WRRIN 150.OF THE IROMSED SANITARY SYSIEN.NO TOWN OF SOUTHOLD r/ 'YIN PUBUC WATER WELLS ME WOHIN 200'OF THE PROPoSED SANITARY STSTE)J i LPrya' t z. No O NAGE STRUCTURES wn*IN 10'OF sMITARY ssrEV SUFFOLK COUNTY, NY -!P ` }. PR01'OSED SAROARY SYSTEM 15 DESIGNED FOR A TOTAL OF Z`oFORO0N5. vROPERTN IS LCCATEO IN FEIU.FLOOD ZONE X \ I ow 1 ��Q DP LP Y� SURVEY NOTES: \ \\ / MIN. FE) FE �,��/ PROPOSED RESIDENCE '. MEMINGS IE O N A E ACCORDANCE WITH U.S. COOPROS PROP09E0 `\� �'--�I t➢ 1 2. EUINAr S SHOWN:.REM NEW REFERENCE STATE PLAN COORDINgTE LONG LS(MID ZONE. TRENCH ORNN I FE #`� } UAUTIORI SHOWN HERE ON REFERENCE NAVO SURVEY \ / � l SURVEYORG S _IS A VIOLATION OR N ORION TO A 7209, NAP BE I4 2.A LICENSED 1N:R )BS BLUE,"I 71 SURVEYORS SEA_IS A VIOLATION OF SECTION T209,SU90MSIOi9 2.OF THE NEW YORK STATE 50UTHOID,NY 119]t EDUCATION SF ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED W:RE AN OBE VALE OF THE LAND SURJEI'OR'S"ENBO55E�OR"INKED"SEAL SHPLL BE CONSIDERED TO BE YIWO TRUE COPIES. ISSUES/REVISIONS CERTIFICATIONS INDICAIED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDMCE Description No. Date WTH THE EXISTING CODE OF P CRCE FOR IANO SURVEYORS AOOPTEO BY THE NEW YORK N V.pTF ASSOCTARON OF PROFESSIONAL LINO SURVEYORS.SAID CERRnCATIONS SH& RLAI UPUAILD FLOOR PLAN 1 9/18/24 ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPAREU NID ON HIS BEHALF TO THE oc y tSO I� J y TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INS"T UnM USTEO HEREON AND TO THE ASSIGNEE'OF THE LENDINC INSIIMION.CERTIFICAnONS ARE NOT TRANSFERABLE TO "p�'W ,£ N'.YTIOYAE INSTITUTIONS OR SU95EQUENT OWNERS. c f� SL�9"15 `p O. RI TGUT2VEYWCLONC'a uANCIAAPOT SHOWN auvr rrRnFvn. P o s r By�E M i �G1 Revised Plan Approved 1018f24 NOV 1 2094 - o E-xpires 8/sfz7 SITE PLAN SCALE:1"-30' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A DRAWING TITLE EXCAVATION INSPECTION REQUIRED SINGLE FAMILY RESIDENCE ONLY FOR SANITARY SYSTEM SANITARY PLAN S. BY HEALTH DEPARTMENT DATE 819121 R-24-1085 SEAL Des1 R BY: NF D. By: Mr m APPROVED t16"9[XDNVo Approved . JD ~ eP�A'' Scale: AS NOTED FOR MAXIMUM OF 4 BEDROOMS ti Wto: JL1CY 2Du Fl No: 24130.000 o EXPIRES THREE YEARS FROM DATE OFAPPROVAL T W sneer No. " SEE ATTACHED SPECIAL CONDITION, PROFESS S 1 Na GRADING PLAN AND/OR PLOT PLAN. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ w a _ >.r .. F.F.e12S FIBERGLASS LOCKING LID FIBERGLASS LOCKING LID 10'.15"OUAZIIE TOP OF RIM TOP OF RIM i - 1710.05URE wrtN covER ELEV. 10.4 ELEV. 10.4 POLYLOK 20'COVER STOPPER OR END PLUG - GRADE-t0.5 MIN. 4'DIA.' EL. 10.2 _ SDR 35 PVC PIPE PITCHED MIN. 1/8"PER 1• INV-7,77 _ POLYLOK 6" ti (� MIN. 4'DIA RISERS - It' YIN.4'D1A. - i 1 _ I r SOR I35 PVC PIPE _ _ POLYLOK 20" i - SDR 35 PvC PIPE L,r - m 11. PITCHED MIN. DISTRIBUTION BOX . FLOW I @ �� mil_ .4 1 1/8"PER 1' ENDCAP TYPE + PRCNED MIN. PER 1'. I • 1 LEVELING DEVICE LOCATION 'MAP ' r L-.—.— --- PIPE . i Ai--- 4,.MAX I _ N.T.S. I J L CAST RON TO PENETINTE LINE j FOU .INV. =7.98 +a. I _ t_ �. .I 1''`t MIN. 4 DIA. _ FWNDATIDN WALL MIN.2 f.f IDI ,i= 7.90 }f + PROJECT DATA I• SOR 35 PVC PIPE PITCHED FFOOUND�Aon I I+ - j MIN. 1/8'PER 1• INV,=7.60 a"se 'zy, 1 1 , wADINc RrvT1t,m ttm � 1 I °D"sr-.9,m—o5 55 0[0 MIN. COMPACTED SAND OR BUILDING CONNECTION DETAIL OL TAB PEA GRAVEL LEVELING PAD OUTLET n 045=1 N.T.S. -------19,974 (0.4n 59.DASCTPL.OSD)'m nac°,m 11 1 F 1 DISTRIBUTION/SAMPLING MANHOLE R-40 11 I I usF___....._.5➢i(iE FAY4Y RL�OaIE I .. HIGHEST EXPECTED WATER ELEV.381 _� I II _____1 _ '^ s __ I __ _ __ _____ ___ ___ __ _ SNL CIVIL ENGINLt: i - HYDRO-ACTION AN500-C SEPTIC TANK BOTTOM OF TANK L.K MCLEAN ASSOCIATES,D.P.C. EL 2.31 I - SOLID CONCRETE COVER BELOW SOLID CONCRETE COVER..BELOW - ., GRADE GRADE - - - _ GRADE'= EL 10.1 - _ Lx.M,LEAN ASSOCIATES.D-P.C. 6"MIN. 6"MIN. .1'•MAX. 1 MAX. PROJECT: 2'-6 MAX. - 2•-6 MAX• TOWN & SOUTHOLD 4"SDR35 PVC PIPE 0 6"THICK SLAB SUFFOLK COUNTY,,NY' l:.PER FOOT MIN7. I ' INV- PROPOSED RESIDENCE } I,. 1T 3.0, N I - 4'SDR 35 ` (MIN.) _ 7°9 R.UE YARUN DRIVE . 3 0' CROSS OVER I COLLAR sourxaD.N7 11971 (MIN.) 2•—D" D P PIPE INV. 2. D. LP. , COLLAR - E1'-6'60 - I ISSUES/REVISIONS Description NO. Date _ UN ITABLE SOIL SHALL BE REMOVED AND REPLACED WITH - �, _ SAND AND GRAVEL .., L-==-=-=--=- -=- -== =- -- L BACKFILL BOTTOM OF POOL 2' MIN.ABOVE HIGHEST 6• MIN. PENETRATION o INTO A VIRGIN STRATA EL._5.80 EXPECTED G OUNDWATER - OF SAND &GRAVEL SAND AND GRAVEL - MATER I _HIGHEST EXPECTED WATER ELEV-3.8__ - I`2 - ___________________.J�_____-___________-_______-____-___-__-____-__-_-____I______-_-__ 6 TYPICAL LEACHING POOL (CLUSTER) N.T.S. SEE ATTACHMENT(S) DRAWING-TITLE SANITARY DETAILS Oesi n MF - - - SEAL �O lgEtldf Oravn BY: W ti D[(0 roved B. JD le No: 21130.0� nd SUFFOLK- COUNTY DEPARTMENT OF HEALTH SERVICES �a �YmYSN.PE FTN I. 0 W T" NOTES- 001LE S4PE FOR IfFON SIRwCM I. OWR SHALL BETESTED FOR WATER NGHINESS PROR III—N.ON-SOE USNO A ME NO APPRO AID e I VAIOYUY loAO STRENGTH CONTROL PANEL E E AIR ENCLOSURE gY THE YAWFACtURpi. �HINOE c0R F/Sr Rwwx of IN POLYETHYLENE ENC7.UP.E " HANpte FOt EAST RwwAL 6 GfE1Y SCREW W PREC45T EDIY..J""PAp /PLC CLN7Px Z iHt OEg4 VNArcw SlW1 OWU[vt:1"R O.W.I.S vpOH I bWlf>nL IJN OYwnY]Yflw STARRIP. _ ' 54FFIY SCREEN 5®TO Fli INSNE { l \ f I ($�CIYfPHE�.�iJN ADV ORKTHES FINE CONRUCIdi 9W1.NOT6Ym5CON5 TOR L Of A45P ".N O/ASAREIX19iE0{e-IKttIRS IN ,a FIRST 2{•RRT]t vzm ro FlT msDE \ I FlaSi 20•RISER - !.THE ATONR AOP SHALL ET TIIE A COYPATEO S Bm O'..TII C]3 SNJO Ai THE WTTOM OF THE CW BE IAED MRI OR Mi1gU1 SGEWB -'� I IXGVAi10N,ANO SHALL SET THE STONE fE3EL 1TJ WRNW 1/B'.111E CONmALTOR 9411 PULE THE 1/A 21.2{5r T4E IREFARm SAO BED(—/OR CONORM SVB WNEAE NOTED)AND M—SET THE f/d9t lEVF1 TO WTHIN 1/8 INLH. { t—TY LO—IS SNOWN ARE APPRO%D4TE ONLY.I,2 rllE RE 51891T1'or T12 CONTWCIOa TO F zS.oB aE um WTtH OR Elf(STI•G �� ly,4z^ A�i°'S r- i'�_ voDTv THFSE LDlanorls EC -No.SCNEWS fA '—� A 1 -KJ 5,15 THE REBPON9011 K 1 1 CONDUCTOR TO RESTOTE eNY OISRIaBEO AREtS. l9CA r ��+�p�.r,,,� POLYLOK 20" SAFETY SCREE • ;<zw„� " s> . :�>�]ZY7] POLnO%SO'/HOPE.PART No.J009-SS -A1R.H0`5E AND 6. ALL SANRARY "'No. STRUCTURES.AND ASSOMTm MPURRHAICES SHALL BE COTSTR— IN 1 (OR—TP EONAL) IM!R2ZT1(NCRdiRCLP48L ELECTRICAL SWPLY ACCORDANCE WITN SUFfOtX Co—DCDARIYENT OF HF/1TI SEWEES DM—0Y EIAIRJNI4NTIL LOCATION MAP COTS AND CCiTAF.$$9R PLAY TO IPF A?VcllT UNIT m)�IHV 9NPE iMI1�PRwRES or DATED .WN=STRU .mR SENACE D6MSN.sTS,—FOR POLYLOK 24" SAFETY SCREEN N.T.S. POLTLON 21 NOPE PART N0.]008-SS 1. THE ONSTIE WASTEWATER TREATM_NT SYSTEM(OATS)OSIALLaJ STNLL HOED APPROPRIATE ENOORSOH ,S (OR APPROVED EQUAL) Fp0`J SUFFOLR(tA'Ntt OFPAmMFM OF HEPLTN SFP.BICES AND SNLL BE AN IUOI =WALLER- N.T.S. CONTROL PANEL A. 'WT THE OS BATAOER SHAH REGISTER THE OHS"TE TREAIMENT SYSEY WOH SUTF9Llc GOURD' Z72 INra OErART1JENT DF NEALTN- PROJECT DATA B.AN E14EOUTEO—TION ANDYNNIENA\TE NNIPILT BT"AFEN THE YAPRETUYCE PRONTOUR AW THE A°PNFA'R/PMIdTt_JNS"PoYS O—OWNER SN—BE 1-0.TO SI6FOL%LOUHtt DEPARTMENT GF H(111N SEIIWCES. L'O RWTE 25A WAGING-V.W 11392 10.A GARBAGE-NOER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. 831-829-5500 11.IJ1 ELECRBCA ONES FROM THE WILL"NO TO THE VA O.W.11 COJTROL PANEL SHILL BE DJOOSm IN TA%YAP NUMBER_..GIST.1OOD SECT•057.00 BLOC(01.00 $OIFOULE 10 T-ANp--N A NNIWM FARM E0,ER OF 21'UNLESS GREATER COJFA IS REo',— EDT O{S.WD Bt NAxLGACNRFR SOE AREA___..._.19,971 Sr(0.659 ACR[5) 12.ALL PENETPAROM INTO NO O-W.T.3.STALL W SEALED AND WATER NONT. 1].THE IA O.W.T.S.SINLI.VEM 1HROUGR 1HE CRAWLY SEWflt PMNC HO UX_._...__...__._.ANGLE FOIAILv RL9DENCE „� �.— •' ADDmONµ vEMiNC Is RmIARm. SITE CML ENGINEER: 1—LET 6'-1• zzs• MI LEAN ASSOCIATES,D.P.C. REMOTE"—co E—CONTN0.PAN ' WTM HP80 COYPRFSmR a1 PLAN YOE'W I I um vrWTs.�.�...a�....,.n....n v.•v.,i•. YOEIEC50-.1f1-L-1�-RC A YAAIFACNRED Bf OP5 _ (OR APPRO+ID Equk) .-0Y VIEW TOP VIEW CUT AWAY VIEW // 2!4 MU .A55;OC(INC UD /,-TI6£RCIA55 lA'XVIC a0 fINISNm OEOIGIm 20 A 110 I, O WER� _ / GMOE _ ,r rum rnv c im-.,a CABLE.RENTED IN]/•PVC _—� .nd nI iv r< CONOUti FROM BNWNC i 1 1 I I ..a.wlrzsv le '.xixz. p• REMOTE CONTROL PANEL T—� -` p 1 � -.,_ � I •I Q CUT art TO S PANT N0.PT LK YcLEAN ASSOCIATES,D.P.C. O9' 1 POLnOK GL O 5' r-' —� l•�RUBBEN IwE COHxECTaR J 2 J001,IMP.40 PLCS PROJECT: MANHOLE DETAIL -- / ' (NOT NS-20 RATED) .NOAUAQ), T"§s- _E:�1 O1REi ,•1H2x HiON N.T.S. F' Ii t II wEDiEENW IPEST OUREi a o. TOWN OFCO SOUTHOLD T s' DISTRIBUTION BOX DETAIL (TYP.) PROPOSED RESIDENCE 7 I—OF Poxcs REFERS TO N.T.s. q5 pOM BR�FJY� I 285 BLUE 11ARDN DaNE ^` `PRE S CONCRETE uaxORHiC SOUIHOm,NY 119T1 WEIGHTS: 3•.=RED OF I ='"._= �1C= - _a_.�.I I—Hs-za RATED(•'Wau COL➢ACTED ISTY C]] THICKNESS) ' Ea+.SF UNIT:12,250 Le —Dj s. , TOLEaAINr.E OF SEED.vlEtiv ISSUES/REVISIONS RDOF SLAB:4,1GO LBS. t 1/w IN AVl'DNA— TOTAL EMPTY WEIGHT:16,350 LBS. Description No. Date I/A OWTS HYDROACTION AN500—C (HS-20 RATED) N T.S. Z (SEE DETAILS,M15 SHEEFj i STOPPETL ON ENO PLUG lO'v 15'EN0.05wE IWTH IfA OWTS HYDROACTION BUOYANCY CALCULATIONS: FIPoSHm w,E D;,9,IIET,S�R,�LE[wE„ GRADE VNOSFIJN ARG U DEIISIIT Cf N'A1FR� -82.1 IH/CF F1MSNm GRADE w IWN 10.6 CROUNO WATER ELEVATION ].BO j BOTTOM OF STRUCTURE 0—TKIN a 2.l1 _ „EACH of SRIX=n BELOW WATER - CROSS SECTIONAL AREA Of I/A O.W.T.S.-]9.70 SF DRY WDGHT(PEN—k •^••^• .18.150 L85 {bw SON ]5 PJO FlI2 DRAWING TIRE: A EY J 0'T� PRO(RC+ B 59= li{ 4'UAJPf)ECR SEE ATTACHMENT(S) HELOR OF SiRUCNRE BEl-W4ER ,.19• SANITARY DETAILS 2 '- SURFACE AREA E� VOUIYE OF gSPIALm WATEN -]9.J0 SF%1.{9'a 59.15 CF {k{ki EO Wn®GKCN WEIOMi OF OSPLACED W'MI]T 59.15 CF X 6 rRS/[F.Ja90 ae IRS WITH SAEtt ACTOR OF 1.5 -5,5]6.61 LOS 2{ -- — ROW SEAL Design Ely: YF F {ol: tii q Dmxn e: YF (1 STIa=3s sOR-]e, �p A.OExO,N'(• rmc0 8: JO of N 4 IBA.—LOS>8,536.1{m(OK) T'A C t TYPICALL CLEANOUT DETAIL oate,: AutNOTED d V.rS FD<No: 2/150.000 �o - m3D v Sheet No. .a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MI 7 T AK-080917-1 NOTE: ENCLOSURE. nAP/mBRLdxr wYA ITINAI - - - ' i. HINGE TO THE RIGHT nw-uw AK--080917-1 INDOORS I OUTDOORS _ _ ^ Up1P 3/SIB'0 fISV I IYOTOR I'Dr1 _ ELECTRICAL .. . B Wz Y2 6 -' �`°--�--<I:p--"-� Rmac wYa® w..1 Nm JSeo.Lk - -PANEL I - ENYIxER�,PUYP RA1N(S I. wya 1 3/i18�119/ . ONE 200.1-POLE-CIRCUR I - BREAKER IN EXISTING PANEL i crn+maL PAN¢ ' s---I twYP\cad .� w To w N LOCATION MAP A - - y0y xnr:ByC�. I Va. mftING SHALL BE IN$fALLED TS SCHEDULE BO PVC I 120 VOLT, 10SERVICE HYDRO NEL I CONCONDUIT&S2E0 AS REQUIRED. !, �lRl-OI ACTION CONTROO L PANEL I - • o r yl 2�B,�12 GRD IN I'PVC CONDUR I f I PROJECT DATA- FINISHED GRADE xo i wzSB,niHOO APrucu+r/owrm+_.as ­ Wi-BIB-5500 1I/A OWTS SINGLE LINE DIAGRAM oe..anamm m + _ N.T.S. Lor 046. 0. i 11.214 EF-(n1se ANM) G I zo—G._.___.._....R-40 - - - - SITE CIVIL ENGINEER: i NOTES;WAN PANEL DISCONNECTATEITE MUST T NTAVED N INSTALLER. ROD LINES UST BE IIETIS NOT F O'CED IN THE IRE _ TO PRESERVE ESERG YNIA RE A YINIYVT aF SDD COPPER&IRE can L.K MdEAN ASSOCIATES,D.P.C. TO US ENNRONYURAL RATING R PANEL U�FTnAVGS ��u AND NUBS WITH SAVE ENNRONYENI01 RATING AS ENCIOAME _ .. a K6 nlu+N Br .aJ[ .. - aVRAf SCNEWIIC,ELECTRICAL ' M,4YR 4Fvb,mc _ . As No, PULi. Ali-oeosn-1 - '"m , OLLK,YdEAN ASSOCIATES.D.P.C.. PROJECT: TOWN OF SOUTHOLD - SUFFOLK COUNTY, NY AK-080917-1 AK-080917-1 PROPOSED RESIDENCE i BlU w REOUT,E ToRDUE MR TlT —BLOOK S(lm\Y IS T6 in-I 2115 BLUE VARUN DRIVE i5^J. .vPAhsc Pea - • __ SOUMOID,NY 1197I u+T-a ISSUES/REVISIONS t PLC INPUT Description No. Date 0 6 6 RUN ALARM - A UEL I e• AAm:'� s Iz Ne1Z1Yx; +ro...v,.e. em+ - - EST AURu O -pz rI>Lc INPur Po N PII N P1 N C1 N 1 2 3 4 5 E 15 i aRz _ W y8 a �{ v DOSE o - 'Cl MUD INPUT 6 OEA Ym 3 5 WRAru r1PLL INwT - °�5 I¢ S E � _ s SEE ATTACHMENTS) �y DNAmxc TTTLE: NOTE MAN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. ALL PYOTWATION CONTNXED IN 7w5 DRAbTND 19 SANITARY DETAILS 3 DASHED LINES MUTE ITEMS N01 Cyy1TANm IN THE PANEL CONFDENIYL AND PROPAETARr TO SEPTIC PRODUCTS NIC. EffiD WJM IIUST HE A YOl8n1Y OF 6PC COPPER MIRE. �T� Dell n By: YF To PfiESOAE FNiROWIENTAI RATING of PANEL USE DTTVIGS �r—)I 1 LtiANGES TOLERANCES DRAWN.BY PATE - y'�'V D[(Oy,. rown BY• YG AND HUBS WIN SAME DWONYFRTAL RATING AS ENCLOWiL _ V E- �ww� C.aaannc ®nvn TERMINAL CONNECTIONS - - 0 ouAlss T¢1wNck5Iw�MM p 'AL YATQdAL SPECBICUXPL + AP roves JO c - _"^"`''A11a AS.NQ1ED - SCBIe: AS NO 02ED INN IFULLAK-080917-1 Dale: SULY zouO FIE No: Z4130.000 SI— N. �+oPEss S 4 �o. SUFF.OLK COUNTY DEPARTMENT OF HEALTH SERVICES 'NEWHYDROACTIONAN-500C SEPTIC .BA TANK(550 GAL.),(1))POLYLOK DISTRIBUTION , CE FND LAP R BOX,AND(6)-B'DIA.T DEEP L.P. MCALEER & / fg3'S u SANITARY TIE DISTANCES DAME AS ACALEEp-p44.000 141100 x x za THOM goo-oI /max ' EOUIP: \I, 4� SURVEY OF PROPERTY STRUCTURE A B I000.05 ! �/ \!, vON- \ / ,.�STONE OF ST 32' 25' SCTM &0('27 E — x �!� x � � ��\— j� DL \!, 285 BLUE MARLIN DRIVE De 36' 32' N64 kE.q �1, P3A �!� ON THE FENCE SUBDIVISION MAP OF LP1 32' 36' '.''Sx -►� ' %!� 'j� 'j` 1\ , DV4 I SOUTHOLD SHORES AT ARSHAMOMAQUE LP2 27' 36' *6TI za �j� �1\ I ► —� �1'S.e LOT24 kT�\�N \�J\ 31 B' �!\ FILED AUGUST 29,1963 AS MAP NO.3853 LP3 20, 31' 6�®�s5t /�!� LP4 20' 36' xsae o 'sHHOR1I° SITUATE AT LP5 38' 46' k,qq _ PDT 0•` M SOUTHOLD LPs 38' 43' 71, 1!� I\DVI I 3/'B ———3� —— TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK K_ r� '1� AREA OF PARCEL = 19,974t SO.FT. OR 0.459t ACRE \f/ • rsAa9 SIDN£PAVER 1\ PAR° f\ LEGEND a ><\ slmvER av !\ NOTES OS • •••.•• •SANITARY MANHOLE �!- TD sNus VODD PLATFa. W TEP STEPS 4'VIRE 2V 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. © ••••-• -GAS MANHOLE \ A 5a3' o VODjy°]�fCIA o XRO [' Ic 2. BEARINGS SHOWNAREIN NEW YORK STATEPLANE COORDINATE SYSTEM,LONG 0 • •••••• •ELECTRIC METER (� :ats "+ I 2 ——G'128' ISLANDZONE O' •••••• -GAS METER 1p(�� o It/iE' �'•{ - I 3. ELEVATIONS REFERENCENAVD 19Ei0, ® •••••• *RECTANGULAR DRAIN INLET E ' a2� ''VIRETEAC 12—STORY FRAME O • •••••• •DRAINAGE ROOF LEADER a ate Q'�od a& C) 4. UNALAND SURVEYOR'S S RATI A ORADD1Ti0N SECTIOO A N 720,SUAP BDIVISION Z OF THE •••••• •VATER METER ' L- 1 GLE FAMIL Y NEWYO KSTAT EDUCATION LA ATIONOFSECTION7209,SUBDMSION2,OFTHE 1-2 NEWYORK STATE EDUI:ATION LAW.• •••••• •SANITARY CLEANOUT rc°" ESIDENCE M 10) 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHAN ORIGINAL OF •••••• •SANITARY VENT niELEV 12,64 N VALDTRUEC VEYORS EMBOSSFD'OR fM(ED'SFI7L SHALL BECONSIDEREDTO BE •• - •IRRIGATION BOX $ catut¢D X_ NVALID7RUE COPIES. ak erpSTAVE DRIVEVAY•CCNFEROUS TREE 6. CERiIFICATlONS INDICATED HEREON SIGNIFY7HAT THIS SURVEYWASPRF.PARED fN •CONIFERDUS SHRUB 8.1' zA B ACCORDANCE WITH THEEMSTING CODE OFPRAC710E FOR LAND SURVEYORS M _ ' C7 ADOPTEDBY THE NEW YORKSTATE ASSOCIATION OFPROFESSIONAL LAND • •••••• •DECIDUOUS TREE 0 STAVE PDRCH V/ SURVEYORS.SAID CER17FICA77ONS SHALL RUN ONLY TO THEPERSONFOR WHOM OM BALCONY THESURVEYIS PREPARED AND ON HIS BEHALF TO THETLTLECOMPAW,-•Q ••• •DECIDUOUS SHRUB BGaCK cIGRB GOVERNMENTALAGENCYANDLENDING INSTITURONLISTEDHEREONANDTOME—V-- •••• •VATER LINE TPFTfctleT\ •� OASSIGNEES OF ALTHELENDCIVSOR 7USEQ ENTO NERS.NSARENOTTMNSf£RA9LE ',."�—E—• •••••• •ELECTRIC LINE t!a � 3 12. TOADDITIONAL INSTlR1TlONS OR SUBSEQUENTOWiVFJ25. _O—• •••••• -GAS LINE �- K.7S 3 \%, g O 7. RIGHTS-OF-WAYNOTSHOWNARE NOT CERTIFIED. —D—• •••••• •➢RAINAGE PIPE 1.L1 �� (Y) !\ 2 I \ l� hO ' ` _ r\� / O B. THE SURVEY CLOSES MATHEMATICALLY ^—I -7 DV ..•••. •DRYW£LL H f! d ` LPJ lgT� h 41 O �"'1 MM�(1 (I 41 (•7 ILF'4 n0 © RW I 9. ALL BURIEDURL07ES(WATER,ELECTRIC/TELEPHONEAND 11S)i WNO {� LP •••• •SANITARY LEACHING PDOC Q[A o DV3 0 f IIL,I O l(1 ( Lti SURVEYAREBASEOUPONAS-BUILTINFORMATION PROVIDED Y/h!E F ST •••••- •SEPTIC TANK Q O K LP2 °B ¢¢^ OWNER/DEVELOPER OR THEIR OULYAUTHOREZEO REPRESENATIV'S(WS7ALLFAJ DB • •••••• •PDLYLCK DISTRIBUTION BOX Z CU b _ q O EMENTS. FF ELEV• •• FINISHED FLOOR = Z S 13' kATe h I LPIR" 2 2 t�,oF NEW �-..-- GF ELEV" •• •GARAGE FLOOR a V �J SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 \ Q APPROVAL OF CONSTRUCTED WORKS FOR � � •S//�A/C. •••• •AIR CONDITIONER ASINGLE FAMILY RESIDENCE I —0ro"'\ EP • •••••• •EDGE OF PAVEMENT , LP5 A Date_wvu H S.Ret No` R-Zata85 I ICa rRDL h * ! y BC •••••• •BOTTOM OF CURB I `�-- A y ~ ine sexage arposal antivaier seppry tacintes al ma boUon nape been ((]] HATE HY HESCRUMON "?Kov.BY: TC •• ••• •TOP OF CURB 1 msneaetl.a w renfea ey ma oepannRmo otnerayences and rouro VENT LILT[ to ne salefatlory FORAtM%Ih111M OF_.�_BEOROOMS 1 � REVISIONS ( - 1 <i 050528 O t, 11 O1"I# Town of Southold —7o�iivwrnCPcnIEF 3, 3• (1 �y Suffolk Count New York Oflux INY3aslewaler Manage t �+ E 286 Blue Marlin Drive S 76.36'27' W 105,00' E4LAND �l� l. t�E t' le Southold, New York SUFFOLK COUNTY REALPROPERTYTAXMAP 2+ As—Built Survey _ 1 hereby certify that this map Ives made from an actual survey DISTRICT 1000 DOLPHIN DRIVE A completed by me on091052025 L.K. McLEAN ASSOCIATES LUE NARLIN DRIVE ENGINEERING & SURVEYING. DPC SECTION 057.00 M 437 SO. COUNTRY ROAD,BROOKHAVEN.NEW YORK BLOCK 01.00 W j Y✓ /�'L� Ill. LOT 045.000 BLUE MARLIN DRIVE a'"6'L� >b ex KC 20' �.r70' WIDE) TAMARAL S7ICLMAN,P.L.S. a...>n, SKC nam 09/08/25 fl A\21I3flODD-.1 Blue--—.Sauthntd%S—ey Dept%Dro k,9.%2II3D000 As-B.Tt.tl g To .StRbwn NYSPLS No.60528 &�...E sr TLS n.R. 21130.000 1 CNJGenerated by REScheck-Web Software Compliance Certificate Project blue marlin drive Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: blue marlin drive Steve Zoumas Robert Higgins Architect Southold, NY JNS Construction 50 hidden acres path Rte 25A wading river, NY 11792 Wading River, NY Compliance: Passes using UA trademoff Compliance: 4.2%Better Than Code Maximum UA: 383 Your UA: 367 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Celling,or Scissor Truss 1,641 30.0 0.0 0.035 0.026 57 43 Wall: Wood Frame, 16" D.C. 2,417 21.0 0.0 0.057 0.060 117 123 Door 1:Solid Door(under50%glazing) 42 0.300 0.320 13- 13 Door: Glass Door(over 50% glazing) 42 0.300 0.320 13 13 SHGC: 0.30 Window: Wood Frame 285 0.300 0,320 86 91 SHGC: 0.30 Wall 1: Wood Frame, 16" D.C. 308 15.0 0.0 0.077 0.060 22 17 Door 2: Solid Door(under 50%glazing) 21 0.250 0.320 5 7 Floor over basement:All-Wood Joist/Truss 1,365 30.0 0.0 0.033 0.047 45 64 Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 1 of10 i Prop.Gross Area Prop. Assembly or Cavity Cont. Floor 1 above garage:All-Wood joist/Truss 242 30.0. 0.0 0,033 0.047 8 11 Floor @ cantilever:All-Wood joist/Truss 31 30.0 0.0 0.033 0.047 1 1 Compliance Statement: The proposed building design described her is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed ing ha d to meet the 2018 IECC requirements in REScheck Version : R,ESchac I1CjAnd to ES H'ply with the manda ry req ® e REScheck Inspect'Ag/w heckli t. 1'1Vvi� ( OINS ARCHITECT ��� �, A�+ Name-Title Si natu Date � I � c 41�'®� Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Ver�f�ed Field Ver1f1ed Inspection/Plan Review Value Value Complies? Comments/Assumptions, 103.1, I Construction drawings and JUComplies I Requirement will be met. 103.2 i documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on ❑Not Applicable {construction documents. { j 103.1, {Construction drawings and i ❑Complies 1Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 {energy code compliance for- ttE]Not Observable [PR3]1 ;lighting and mechanical systems. ; Systems serving multiple !❑Not Applicable + ;dwelling units must demonstrate y compliance with the IECC Commercial Provisions. Heating and cooling equipment is; Heating: Heating: ;❑Complies !Requirement will be met. 403.7` sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]1 Jon loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual i or other methodsI Btu/hr ; Btu/hr {approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -,3= Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 3 of10 Section :Foundation Inspection Complies'.;• Comments/Assumptions 303.21 °A protective covering is installed to ;❑Complies ;Requirement will be met. [FO11]z _, protect exposed exterior insulation 1❑Does Not and extends a minimum of 6 in. below W ;grade. I❑Not Observable I I❑Not Applicable 403.9, "Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12']21 i installed. j❑Does Not � I❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,,2 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 4 of10 section" Plans Verifietl Field Ver�f�ed' Framing%Rough In Inspectlon y Complies' Comments/Assum n ptios &,RegaD Value Value 402.1.1, ;Door U-factor.4 ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i I I I❑Does Not ;table for values. [FR1]1 ! ;❑Not Observable ; j ;❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- I❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). I 1 I❑Does Not I table for values. 402.3.3, , 402.5 I I❑Not Observable I [FR2]1 i ;01\lot Applicable 1 1 I , 1 1 303.1.3 U-factors of fenestration products` )❑Complies :Requirement will be met. [FR4]1 lare determined in accordance } ❑Does Not 1 t (with the NFRC test procedure or (taken from the default table. ❑Not Observable 1 i❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier I '�❑Complies ;Requirement will be met. [FR23]1 I installed per manufacturer's ,❑Does Not instructions. ') 1 ❑Not Observable ; ❑Not Applicable 402.4.3 !Fenestration that is not site built ; '❑Complies ;,Requirement will be met. [FR20]1 Iis listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 1 !or has infiltration rates per NFRC f {❑Not Observable �400 that do not exceed code "<'101\lot Applicable limits. t 402.4.5 s IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16:12 sealed at housing/interior finish j❑Does Not and labeled to indicate s2.0 cfm i leakage at 75 Pa. r ❑Not Observable EINot Applicable ; 403.3.1 ;Supply and return ducts in attics I❑Complies ;Requirement will be met. [FR12]1 !insulated >= R-8 where duct is ❑Does Not '>= 3 inches in diameter and >= i 1 R-6 where < 3 inches. Supply and C )❑Not Observable return ducts in other portions of i ❑Not Applicable (the building insulated >= R-6 for . diameter>= 3 inches and R-4.2 i for< 3 inches in diameter. ! ; 403.3.2 !Ducts, air handlers and filter �❑Complies I Requirement will be met. [FR13]1 !boxes are sealed with ❑Does Not J (joints/seams compliant with s International Mechanical Code or !❑Not Observable ; l International Residential Code, as 1 I❑Not Applicable I applicable. l 1 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 . ';ducts or plenums. ❑Does Not ++ ❑Not Observable ;{❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 !above 105°F or chilled fluids I ;❑Does Not 1 4 below 55 °F are insulated to R- 1 3 I ;❑Not Observable ❑Not Applicable 1 403.4.1' ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not if `k,+❑Not Observable 1 ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR18]�• >_R-3. 1 I 1❑Does Not I !❑Not Observable 1❑Not Applicable 11 High Impact(Tier 1) 1,2 lVledium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 5 of10 Section Plan Verified Field Venfied'' S #' Framing%Rough In Inspection s Comments/Assumptions & R_e .ID /alue Vafue Compl�es� 403.6': s Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR79 installed on all outdoor air i ❑Does Not intakes and exhausts. `' .� � *-KINot Observable ;��❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3,; Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 6 of10 Section plans Verified Field"Ver�fied Insulation-Inspectjpr Complies? Comments/Assumptions,`' & al Re .ID - V ue Value 303.1- i All installed insulation is labeled ❑Complies ;Requirement will be met. UN1312 or the installed R-values ❑Does Not J provided. I❑Not Observable ; ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.E I ❑ Wood Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel y � � ; ;[:]Not Observable ; ! ; ;❑Not Applicable ; 303.21 !Floor insulation installed per ' `❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and - ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor,or floor !framing cavity insulation is in ! ❑Not Applicable contact with the top side of Meathing,or continuous ; insulation is installed on they underside of floor framing and extends from the bottom to the ? ; !top of all perimeter floor framing �members. 402.1.1, lWall 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 Wood ;❑ Wood j❑Does Not table for values. 402.2.E wall insulation on the wall ;El Mass ❑ Mass :❑Not Observable ; [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel i❑ Steel ;❑Not Applicable ; ! I 303.2 Wall insulation is installed per }❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. t j❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2•: Medium Impact(Tier 2) 3; Low impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 7 of10 Section Plans Vered F�ettl Verified ' #- Final Inspection Provisions Complies Comments/Assumptions.': & Req ID /alue: Value 402.1.1, ;Ceiling insulation R-value. R- 1 R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ',❑ Wood ;❑Does Not ;table for values. 402.2.E ❑ Steel ❑ Steel ;[:]Not Observable .❑Not Applicable ; 1 I 303.1.1.1, ;Ceiling insulation installed per d❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every I 1300 ft2. bNot Observable , 1❑Not Applicable 1 402.2.3 ;Vented attics with air permeable !❑Complies ;Requirement will be met. [1`I221?- , -1 insulation include baffle adjacent _ ❑Does Not Ito soffit and eave vents that ( = extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the 1 E❑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 T]Does Not I <=3 ach in Climate Zones 3-8. ❑Not Observable I❑Not Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI27]1 'determine air leakage with 1 ft2 ft2 ;❑Does Not either: Rough-in test:Total ; ' leakage measured with a ❑Not Observable :pressure differential of 0.1 inch I❑Not Applicable w.g. across the system including 1 ;the manufacturer's air handler 1 j enclosure if installed at time of hest. Postconstruction test:Total 1 leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air ; 1 ;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 j❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in 1 ;tests,verification may need to I❑Not Applicable occur during Framing Inspection. 1 403.3.2.1 ';Air handler leakage designated ❑Complies ;Requirement will be met. [F[24]1 :by manufacturer at<=2%of i❑Does Not design air flow. 'IoNot Observable ❑Not Applicable I 403.2.1 �Programmable thermostats 'j❑Complies ;Requirement will.be met. [Fig], - }installed for control of primary >;❑Does Not :.. heating and cooling systems and ?❑Not Observable 1 i initially set by manufacturer to �I code specifications. :�❑Not Applicable 1 403.1.2 '°{Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]? on heat pumps. " (❑Does Not ❑Not Observable I i �❑Not Applicable 403.51 Circulating service hot water ❑Complies ;Requirement will be met. [Fill]? Isystems have automatic or ;❑Does Not ;j accessible manual controls. 's' ">j❑Not Observable I ❑Not Applicable 1 High Impact(Tier 1) 2 ;Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 8 of10 Section Plans Verified Feld Verified;" Final Inspection Provisions. Gompliesl Comments/Assumptions ,1/alue Value 11 403.61 ;All mechanical ventilation system t ?❑Complies ;Requirement will be met. [FI25]2 'Jans not part of tested and listed ""❑Does Not j HVAC equipment meet efficacy '> land airflow limits per Table ❑Not Observable ; :.d R403.6.1. _, ❑Not Applicable 403 2Z „i Hot-water boilers supplying heat ❑Complies Requirement will be met. [17I26] jthrough one-or two-pipe heating .j❑Does Not ;systems have outdoor setback control to lower boiler water ':i❑Not Observable ; {temperature based on outdoor {❑Not Applicable =11 temperature. 1 403:51 1 ;Heated water.circulation systems ;❑Complies ;Requirement will be met. [FI28]? a have a circulation pump.The .j❑Does Not system return pipe is a dedicated return pipe or a cold water supply ,?[]Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are .j not present. Controls for circulating hot water system l pumps start the pump with signal for hot water demand within the occupancy.Controls 3 automatically turn off the pump ? Iwhen water is in circulation loop R,is at set-point temperature and _ no demand for hot water exists. 403.5Z1 2° Electric heat trace systems V'.❑Complies Requirement will be met. [FI29]- comply with IEEE 515.1 or UL (❑Does Not 515. Controls automatically j adjust the energy input to the ❑Not Observable , " heat tracing to maintain the Not Applicable l desired water temperature in the piping. ? ; 403 5;2 - Demand recirculation water k ';❑Complies ;Requirement will be met. [F130]? systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ` ❑Not Observable ;water entering the cold water „ ❑Not Applicable , (piping to <= 1049F. a , 403.5.�4 Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]Z, tested in accordance with CSA El Does Not B55.1. Potable water-side pressure loss of drain water heat ;❑Not Observable recovery units< 3 psi for ❑Not Applicable j 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 'OComplies :Requirement will be met. [FI6]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable 1EINot Applicable 404 11 Fuel gas lighting systems have } ;`{❑Complies ;Requirement will be met. [F123]3 no continuous pilot light. Ey ❑Does Not -]Not Observable f -= ❑Not Applicable 401:3 Compliance certificate posted. I " ❑Complies ;Requirement will be met. ❑Does Not r ;?—]Not Observable J ❑Not Applicable 1 High Impact(Tier 1) 2,j Medium Impact(Tier 2) ;3.: Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 9 of10 Section Plans Verified F�e1d Verified; Final Inspection Provisions Complies Comments/Assumptions ;Value Value '3033` Manufacturer manuals for ❑Complies !Requirement will be met. [FI18]3 mechanical and water heating El Does Not systems have been provided. ❑Not Observable - I ' z❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 10 of10 2010 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Fattor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater• Name: Date• Comments 40-9" 3,4r 1B'-8' FRAMER TO VERIFY CENTERLINE OF WINDOW OVER KITCHEN SINK WITH KITCHEN LAYOUT PLAN PROVIDED _ _ INSULATED SOLID CORE BY BUILDER - STEEL -. .. STEEL DOOR,OR - - g g• 20-MINUTE FIRE RATED DOOR. EGRESS TW3046-2 EACH WEATHER STRIPPED - - - - - - - - - - - - - - - -TEMP GL A31- _ _ _ _ - - _ - _ _ _TEMP GL TW2- - - - - _ ti WI SELF CLOSING DEVICE. TW3032 TW3052-2 GGLASS MECHANCIAL ROOM DIN 2' -- 2-2X70 2-2X8 install as per Code chapter 12-22 ---- 9'-4'/,' mechanical conhador tc verily m 6'-2%' T-B'I it '17-0' ' (2)1-3/d'z 41/d'LVL 14'-1• 7_p/• 6'-0' g.-0. '/.' I (2)1-3l4•x 9-1/4'LVL 1 6Y' 3,; �• sore o(room P.,to Inslalla5an of SY, 3'S' --- 26-0� 2'-0 etlulomnnt and notdy GC of Adlustments. PROP E 1 r W I m Provide 5/8'Ore rated wallboard on FAN 2 inlerlor of Mech.Room side and I e(FAN I< ! Ore nated wallboard on opposite KITCHEN ® side.Provide a Non-combustable Ooe• N I 8'-0'CLO HT r I end Irtaulale walls commoncommonwith heated ® .t I = d m w t areas.Provide air from outdoors thm ! �•• F rn q F F I louvres eccordmg to Pad V-Mechanical ' 1 O O OFg - Chapter,12 of the NYS Code. VENT CLOTHES DRYER -'p I DIRECT VENT INCHApTER�jS C ACCNCLO�THE6 to � � FAMILY _ < 5 oU O DYERS EXHAUST#4 IWALK-IN tit I ^ QI ROOM 8-C'CLG HT ET b h o 0 x di '•3' to B-T CLG INSTALL IN COMPLIANCE f HT rn W!RESIDENTIAL,ENERGY I x t I sMECHANICAL CODE BRaft Ins 'oc ( I ( 0 0 O ,W ;. PREFAB flR S IS n MAINTAIN REWIRED SEPARATION DISTANCE FROM ALL HEATQf I '=' N I N I HEARTH GLASS DOORS a 7-E 1'_g• 7I' I PRODUCING EQUIPMENT TO MUD I i AS PER RE IS DENTAIAIL 2,4• COMBUSTIBLE MATERIAL AS PER 11 CODE-CHAPTER I r II fo Ai ao�;;ma3c0i_n'Y_.tTyz_2sp_'9R_t O_�.;; SEE DET O 1S0 aII N= I I MANUFACTURER'S-SPECIFICATIONS ro•1 ti VN I1I 3 I VENTTO EXTERIOR 7 ' AND LATEST MECHANICAL CODE. ® FAN INN SAPAC PLUMBING IS Mechanical Systems HVAC SYSTEMS DROPT224 THE MECHANICAL NWG- SO HALL BE DESIGNED AND INSTALLED FA 11 - 7.8 I IN ACCORDANCE MECHA CAL OF WITHTHE PART E V 4-0• l/l/(3(l-2xa (3)1-3 I 1 3,0• _ - —. /d'x 11-IRA LVL- 320' 2'_6• I -(4)1JM' 1.1/4'LVL--.— _ O __ __i z12 RIDGE —-—- I2z4 R-15 BATi I i7pi,asaaf 1 5.2z1 sLaa MsuaT1[ ^' INSULATI a.a+•en S2z6 t N L I - _ � F - - � I j I }es¢W.• canes-�ccEss•aa • ® f o ry INSULATED SOLID CORE � 9'-1• '-0� ,� 17-10X' besdrp �I ' I I 20-MINUTE FIRE RATED DOOR. 3 J ••••• . 7�4• I � 35•31' w� � Bedroom�F1 I Z x o o r. EACH WEATHER STRIPPED •� Sh "I VAULTED OILING l to`r I I j WI SELF CLOSING DEVICE. •{ 17-T a GARAGE Z rn 11'•1' y � Iry m Ua I'J DWIELLINGGARAGE c7 S l U7 y 1i SEPARATION IN <F o O 9 m 3 lI ACCORDANCE WITH Bedroom#3 Q o F TABLE R302.6 $ m, IROOM v N a °o - '�, B'-0'CLG HT ,•°a U U SEE DWG-1 FOR TABLE _ rn Q J-r x x I INSULATE WALLS z3 COMMON WITH LIVING 7-0'CLG HT e O I LIVING BEARING rn AREA. ROOM WALL m W / I 1 I I PROVIDES HEAT `-' I 9-0 CLG F1T g / f \ ' I - 4 1 —_ O—,1 I -DETECTOR PER R314.2.1 ____ �j O 2211MM 3 1.314'x{`1B-•-L-VL 4-2x4 at U Bedroom#2 % 2x4 coll., s de oc 1 I w I V�I DEGI B-T CLG HT 2z6 CIg ism 16--a 10'6• 1 W o 0 0 I I �VpJ x µ P �� ) V H ONE -2 AND / 2X10 CEILINue GIST 16'oe\ 12'-2' 2X10 7-0• / ' 17-10X' I \ I 2 (2)1-34Y 31/4'LVL I (1210� (2)1-3/4731/4ZL%lt ALOt LOf 2x4 COLLAtt TIES @ 48"or' I E' 3u v� -0 1 ��2-2X10 ot- LINE OF <r- m UU < EXTERIOR mg 2• fo i c x'�x I WALL ABOVE y x N,�NN II'i SZ - - - - - - - - - - - EGRESS TW3041112 Lk 2.200 3-2x4 2-2.00 _. TW3052 TW3052 6,0' LINE OF DECKABOVE _--_-__•. UNE OF DECtr ABOVE S- 17-8' 14'-5%' 13'-7X' 27-0' 61-6X' B'-4v,• a-t0'.' y,4• 40 WINDOWS,EXTERIOR FRENCH&SLIDING DRS Plans indicates ANDERSEN series 400 Tilit Wash 50'-1' Model Numbers and shall be In accordance with R609 8'-0' PLATE HEIGH-Il To be designed&installed as per manufacturers A 2ND FLOOR PLAN specification for 130 ultimate design wind speed 9'-0"PLATE HEIGHT IRA')915.3.3 Residential Buildings and Commercial Buddings and Table 301.2(2),301.2(3) 1 ST FI r)nR PI AN A With en Ads hod Motor Vehicle Related O-pancy B I / BOX NMS IN ACCORDANCE to Nom Nopee ce1'wttn 2 m 12 and 4 on 12) V WITH FASTENING SCHEDULE Fe q&Par pldns wi%I?e o,g.de span rMW 611MIM ovA W ShealmrW. Neil to Gaming F ow"donm Fastener Sam..B So,""'per o.w 6nee1I6J. 20 CT @ ae m 12 Flnhl,g par RiKS 21 W U �8 JOINT ONNECGJOIST HEEL y JOINT CONNECTION Fr SHALL BE NAILED W WITH LIMITED TEDS ATTIC TOGETHER IN ACCORDANCE ^ WITH LMITED STORAGE WITH TABLE FOR T.t F"1 MIN.V NTH DWG-1 FOR TABLE) MIN.1•AIRGAP WITH SIMPSON EACH (�] AND SHEATHING IIETWN ON - RAFTER TO STUD, r.l I� 0I� ❑13 LAPPED NOT LESS THAN 3'. a 'HALL BE NAILED 5.2 COMMON NAILS IN ACCORDANCE WITH TABLE RB02.S.20N DWG-1 � GT•1 BATHROOM a w BF_DROOM#2 `z CyL7 � Z _ T dISubllcm I...,I —_ ._._ 2X72 FLOOR JOISTS _TPPNPate ^ -21 SUL AI f71 Q 1a..l WRAP HEADER IN r INSULATION A O AZEK BOARDS VNYLSOFFRON O O FURRING SiRIPs SOLAR ENERGY SYSTEMS Grp CHAPTER 23 3(R3243 DINING ROOM IlLjt[, FAMILY COVERED PORCH ROOM SHALL BE DESIGNED AND IN IS cn INACCORDANCE �� •' WITH CHAPTER 23 AND THE FIRE CODE OF NVS. - - - - l -- -—- M 6Vblbp_ c ti ROOF PLAN SYSTEMS SHALL BEDSTEDAND LABELED PER UL1741. �F 2 B SCALE:3/16'=11-0. PANELS SHALL BE LISTED AND LABELED PER UL 1703. : --_-_Tw of Founds lion 2 m 2, $ft i SOLAR READY ZONE: ? I CRAWL SPACE a INACCORDANCEWITHAPPENDIXT ILA 9 SON rCONCRETESLAB ON :C GIRDER 4 1j BS�e 8P§ F8 THE TOTAL SOLAR-READ YZONEAREJISMALLBE �+ 4•BA6ECWRSE OF CLEAN N + •� e' o �5555555 NOT LESS THAN 300 SQUARE FEET NOT INCLUDING I- GRADED GRAVEL OR SAND. c c E x g ACCESS OR SET BALK AREAS AS REQUIRED BY - § THE INTERNATIONAL FIRE CODE. �:. - _ ,,._ _ __ -_ ._. _ S -e'o "15 F& g ROOF AREA ORIENTATION SHALL BE BETWEEN T of Fopti :Rgggp mSF 110-270 DEDREES OF TRUE NORTH. ---"--. "— �Jg;y'E 6' 6 4c cc 651 6 MIL VAt'OR fiARRIER o u CONSTRlKT10N DOCUMENTATION }5�-¢ B t 5 CERTIFICATE REQUIRED PFA T/03.10 STYR EE DECK LEDGER !�X SECTION - A ON DN3DETALL6 � € R owe-2 VENTS. SCALE: 1/4" = 11-0" P3103.1 ROOF EXTENSION OPEN VENTPIPESSHALL TYPICAL SOFFIT CONSTRUCTION. EXTEND MINIMUM r ABOVE 12"overhangs-typical THE ROOFMT OR ABOVE THE ROOF 4'ViR ANTICCIPATED SNOW OW ACCDMI ILATION 6'Wood fascia 8 6"Wood rake boards. INSULATION SCHEDULE Trim in aluminum or use'azek'or equal PM03 z FROST CLOSURE: shall comply Metal drip edge per R905.2.8.5 WHERE THE 97.5%VALUE FOR p y with 2018 IECC rW�'_ OUT-SIDE DESIGN TEMP IS0DEGFFull VentedVin Soffits ORLES ORINTEISHA.LNNTHROUGH Location R-value Thicknessy �AROOF Ix2WKLSHALLNOTBEEASE3. TNAN3'INDIAMETER.ENT HALINCREASE Flat Clg R-38c 10.1/4' TYPICAL EXTERIOR WALL 3' N SIZE S THE FOOTI SIDE MODE Vaulted Cl R-30c 8-1/4'11? 11? 11? NOT LESS THE i FOOT INSIDE THE 9 2 x 8 Doug-Fir Wood Studs 1e latTHERMAL ENVELOPE OF rHE BmLDNc. Floor(unheated space) R-30c 8-1/4' Double top Plate and Single Sole Plate. Floor outside air R-30c 8-1/4'r r ( ) 1/2'exterior Grade-Span Rated N r Floor(above garage) R-38c 10-1/4' Continuous Structural OSB Sheathing. w2 NO FL. 3• Exterior 2x6 walls R-21 5-1/2" Fastened per Fastener schedule. �' O 3• r 3• r Exterior 2x4 walls R-15 3-1/2"+ K z r 3• lyvec House Wrap or equal. Rxt Exterior Foam Insulation w y r 3• Vinyl or composite Siding as per clients selection m o ¢ J' air seal walls to pass 3 air changes per hour installed per manuf specs and NYS code. 2 W r z Above grade attic walls R-15 3-112" Cont.load path strapping installed in accordance w a LU Foundation Walls R-11 Draped over walls with drawings.Provide Fire Blocking in accordance W W U (in lieu of insulating basement ceiling) With R302.11&R302.11.1 and w Foundation Rim Joist:R-13-2"closed cell spray foam pp'g per R3D2.12 8 R302.12.1 WASHER DW Draftst0 In g. All Glazing U=.30 SCGH:.30 � Doors-less than 50%glazing U=.40 TYPICAL FLOOR CONSTRUCTION 1 sr FL. Door-more than 50%glazing U=.30 SCGH:.30 3/4'Plywood Span Rated Subfloor, ATTACHED CONNECTOR Glued and Nailed in A•FAL 3' 3, T TOI-JOIST NIMINIMUM 'If part or the entire attic will bedecked over with plywood, accordance with the fastener schedule. (� TYP.EXTERIOR WALL /OF(19)Bd NAILS the ceiling joists must be deep enough in order to fit the Floor joists and Bridging as per Code. laa�r co CONSTRUCTION batt insulation so that it is not compressed.If not then IaFH P NIMUM 2X6 C 26'ATTACHE[) CI Jsls will have to be built u or upgraded to the next size. IaL•I 9 P P9 TYPICAL FOUNDATION CONSTRUCTION � CONNECT TO A NEW ALL THRESHOLD CAREFULLY FLASHED TO JOIST WEB WI(16)1Od NAILS in accordance with chapter 4 AND CAULKED TO PREVENT AND CLINCH Other S cifications: SUFFOLK COUNTY DEPT. PLUMBING RISER DIAGRAM 3000 psi Air Entrained cast-in-place concrete t. WATER INTRUSION 33' •Windows:Us 0.30.SHGCs 0.30III a OF HEALTH APPROVED NOT TO SCALE 2 100%high efficiency lighting CFUs or LED's wall On cast-in-placet Foundation Concrete Wall Footing per ." SANITARY SYSTEM CONTINUOUS FLASHING 9 y g 9( ) R403.refer[o Foundation Plan for footing size& Q V v 1.PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2W5 EXTENDED PAST •s 3 air Changes per hour thickness.Concrete Horizontal and Vertical h W u 2.PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS •z All EnergyStare appliances MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 JOIST HANGER PP Reinforcement per Chapter 4.&gen note#6. [r E"'I Q .-R Damproofing per R406,2-2x6 approved 0F�-4 d r GALV DECK MANGER R403.6 Mechanical ventilation shall be provided that treated Sill Plates,Sill Seal And Termite shield per W T-4 9 a k`•'1 a �— - meets the requirements of section M1507 Section R318.Anchor bolts per Foundation Plan U v BB z$ R403.7 Heating and cooling equipment shall be and R403.1 6 O �aI E N 2 MPSON DTT2Z®MIN OF sized in accordance with ACCA manual J by a INTERIOR WALL FINISH F+� Q v�,3 a L 2X LEDGER;ONE A LOCATIONS.SPACED EQUALLY certified third party rater. Provide 112"G s Gypsum Wall Board On ceilings O WITH ONE WITHIN 20'OF EACH 8 c u �pED Aqc. U THAN JOISTAND NOO G GREATER GREATER and walls except basement walls gs•unless t THAN THE DEPTH OF BAND JOIST END OF THE LEDGER. noted. Min 1/2"Moisture Resistant Wall Board on LAG BOLTED TO BAND JOIST WITH _ _ ___ - __ _ Ceiling and all walls in Bathrooms(humid areas) ? BELOW THE THRC SAID OF THE ACCESS OPENING. v CALCULATE _ ACCAMANUAL'r �j THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER DUCT COMPLIANCE WITH MANUAL'(• F ARDOR TO THE RESIDENCE.SEE SECTION 141306.1,4 FOR ACCESS r.l REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED RW14 MECHANICAL VENTILATION wL l- 11 UNDER FLOORS. DWELLING UNIT SHALL BE PROVIDED WITH r 4W-5" VENTI ION N AC NF HOUSE MECHANICAL WITH a--+ ++ SECTION M1507.3 1 tI FL _ 11—STRAIRNO REFER TO Crawl Space Ventilation: ,.I DWG 7 FOR the total area of ventilation openings a may be reduced to 1115100 of the 14'RO L DECK CONCRETE DETAILS .s DECK JDIsrs 1s•« r-. TOP OF FDA. 2-2 s S P.T.GIRDER 14'ROUND CL44CRETE POURED _-—________ under-floor area where the ground RER FOOTINGS TO VIRGIN SOIL surface is treated with ana roved DEPSONDTT2ZW(8)CK LATERAL TYPICALOECKFODTING -SEE pp SIMPSON DTT2Z w/(8) 14 RDGQT CONCRETE POURED SEE DETAIL-+3 ON DWG 2 vapor retarder material and openings IA'X1-172•SOS PIERFOOTINOSToVIRGINSOIL ICPBTRAPPNGAND w are laced so as to provide cross WITHIN 24'OF EACH ENO 11 TREATED POST ANCHOR UPLIFT CONNECTIONS P SEE DETAILS ON DING-2 -SEE DETAIL-+3 ON DWG 2 _ W CRAWL ventilation Of the space. FOR STRAPPING AND 2-26 DECK JOISTS 016« a w/ SPACE One such vent opening shall beUPLIFT CONNECTIONS. /-•1 a� a4 REBAR 1T FROM TOP Imo' within 3 feet of each comer of said building. •a:4­41 v T D O I a. 2BxEE DECKLE ODWEGR 2 I 2BXESE DECK LEDGER REBAR AT SPAN L 2 I _ _______ _•._..._L-G ................ _____ TOP OF FIG - - , ....•• .. .............. ..........__•--• ' DECK LATERAL HOLDOIA !�1 O x 2-a1 RFBARS CONT • 50.1)(1 1 DTT22Ya(S)114' '2•.D' •� __` W WITHIN 24"OF EACH END yyy O '� H•-• BEE DETAILS ON DWG2 ✓ O TYP.FDN REBAR SECTION m ¢ W [_4amfn SCALE:1l2•=1'•D' I ¢ a CONNCRE EESLAB ON ----- rt 4•BASE COURSE OF CLEAN - o I .I GRADED GRAVEL OR SAID. yl.. B MIL VAPOR BARRIER. 9` �, - TYPICAL INC FOOTINGICOL 0 24'X II'X1z TYaLK I CAST-INFLACE CONCRETE TYP EXT.WALL TYP Cnvd Space Vent - ' FOOTING B 3'DIA STEEL 5.o fr COLUMN v�$It • �`C 3'x 16'al,h— I I =2E nQ g fc',eda r% nL r a- YY,,Q P q mn45F0Ddntl > TYP.FLOOR CONST. aee as psr pace. H zrr" T•o To TO 6'-s - ale yB °o € r (2Wdi D.T.SILL PLATE WIMM. _ gfr,� TYPIcaANcnoaear-M03.1E -------• ^-----^- --------------- ;----; ----- m ^ttxy- gg _ 6-+?a&1?LVL `�+��Q(ET mPY I a 3 c - y e=o MAXIMUMSPACNG LT-R4 3O C. �' ; 1'.'----'---•••-''--�-�••• _ r$��a 8 u__8 EMBEDMENT OFT WITH NUI3 WASHER. _ _ ._.._ ._ _ ----------- 2 BOLTS PER PLATE AND HOLD AT LEAST � •.n � igEM1 ;`foix•aoe'•• ONEBOLT-17MAX ANDY117MINOFF ' ' ,----- ••'"�'i PICKET I aaFstw r < III ENDS OF PLATES. 2)ANCHOR BOLTS ' SHIELD 6 SILL SEALER TYP. IN EACH CS411ORTAL -—- FRAME WALLABOVE I` TYP.LONG FOUNDA SECTION N IS DETAL30N PG2 ANCHOR BOLT DETAIL d W ope cnvee SCALE;1 24 ra as ama.ed f«98fe9e 0 I I Q eaara UNEXCAVATED 4•poured concrete slab o I V I - • 4 on compacted granular fill. H H m l l�I i ? W 0 TYP EaT vanu Pitch slab \V N 1/.'/ft to garage doors. N w r)ANCHORBOLTS I I SILL PLATE IN EACH CS41DRTAL W FRAME WALAaOVE ;I I LU Q w SECTION-SEE DETAIL 3 ON PG 2 ; LU " TYPICALANCHOR BOLT-R403.1.6 ' drop top of coh"e ; _ _ ______ __ ------------------------------------ MAXIMUM r r r SPACING:1?077 O.C. ; as required far 0araga ' - W U EMBEDMENTOF 7'N7TH NUT&rx3'WASHER N ; ; doors _ __. ______________________________________ __ _ 2 BOLTS PER PLATE AND HOLD AT LEAST ' ------- -------- - - ONE BOLT-17 MAXAND 31/7 MN OFF .-'!"'G XE" 2XB DECK LEDGERDECK SEE DET.ON DWG 2� I SIMPSO NERD O(A).qD ENDS OF PLATES. SIIJPS ODTT+7 IN SD 1r9 �a1+, I X"OF ONE CH END A ND TYP CONC FOUNDATION ... I SPACED SQUALL ALONG D l� , r ' ' SPACED EQUALLY ALONG2 r • I REFER TO DETALS dI OWG2 ; • r • r • r • e2-NIOT—WGI ANCHOR BOLT DETAIL 2-2.:D_aawd_ba _ SCALE:10-1'-0• Q)ANCHORBOLTS - COVERED PORCH FOOTING IN EACH ALLABOCS-PORTAL SEE DETAL-14 FRAMEN-SEE VE \` ON DWG2 SECTION-SEEDETAIL 3 ON PG2 W QU `=r e TYPICAL FOUNDATION -(9'-0' WALLS) IN ACCORDANCE WITH CHAPTER 4 '8'CAST-IN-PLACE WALL WITH U :3 eFio HORIZONTAL REBAR: PER TABLE R404.1.2(1) RJ Greater than 8 fool Wall Height:One#4 bar within 9'-0e FOUNDATION WALL TYPICALANCHOR BOLT-11400.tli w Q o 3 r a 12 inches of the top of wall and One#4 bar near MAXIMUM SPACING:1/2'0 7770.C.EMBEDMENT OF 7'WITH the third points in the wall story. FOUNDATION PLAN NUT43'SOWASHER 2 BOLTS PER PLATE AND HOLD AT LEAST DARC'. O ONE BOLT-1z MAX AND 3-Irr MIN OFF ENDS OF PLATES. 4E VERTICAL REBAR: PER TABLE R404.1.2(81 �`' TF SCALE: 1/4" = 1'-0" Walk 26 in has is e i 1,th I andeer conr,ecbng ousel braced w P f�41 inches on center." panels an.0 ee arwlorea b ma manaalion w10i ra4+awer man«,e ananor eon dWA6'x 8"CASTLN-PLACE CONT WALL FOOTING. TYPICALANCHOR BOLT.R403.Lfi roc ed1,u,eF«,brlmrdofmaPlataaauwnendaheuW attached Loadiacant iwndMi /J' 1t x 6 ACO SILL PLATES,COPPER TERMITE EMB MA%IMUM SPACING:IT®72'O.C.EDMENT OF T WITH NUT S WASHER. �l bead as panels at cornert as shown in Mach 90TWc R602.3(1).(F-Istinq Schedule) lllA ue' SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND 2 BOLTS PER PIATEAND HOLDAT LEAST 2 cenn.nen ar w.na+nati.a ta.�bnom ar madw ceaa.•vnP Pr t: TO,VIRGIN SOIL AND BE FULL HEIGHT OR STEP ON bet E BOLT.12•MAX AID 3 lr.MIN OFF o bawd waA pane a+o dw on w tnou axha Pops"I a l n pe m 0ed. FOOTINGS 1 V TO 2H. ENDS of PLATES. The wan aha�.e ba anad�ed b aaacwnt n acae wall I�ak aI cornea ea ahown In o+q(10 y0 Ibm 9of Tablc R602.3(1).(Featmi d I ,`e OF NI'c`N `s\ fUdg.V- TQPPEROQ� Ridge Vent X, ASPHALTSHJNGLES u "ll,V-1 o A.MN.. T.a.Lf —-—-—- TOof Plate-—-—-—- TEI P4 T Z.0 44 ® Qo � x EMB, Towl ku—bno-cr�—-—-—-- cn TSIT t__d5wl_-—-—- EP .6 MIS — — — — — — — — — — — L J I fl glulf; elu'b: REAR ELEVATION RIGHT ELEVATION S SCALE: 1/4"= l'-O" SCALE: 1/4"= V-O" Ridge Vent _jDFIOFFlq_CF -------- ME OULD—OF Ridge Vent 12 a -Z 12 12 ASPHALTSHINGLES 12 w 0 _jo.p�LMaje_ m z ui Pidg.V m to - U) 12 14 < L) 4 EO) M 0 Ei E A FE=j _jopfFou,daCm_ 0"/r 2? VkFDAR I T AL Cy _Tqpuf —f— -L — — — — — — J_ i I — .L I LEFT ELEVATION FRONT ELEVATION �IAII_ Al �lf Rood APPROVED AS NOTED D 12. B.P S 5 COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES RE IRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT vmzm 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING S OiD�C INSULATION -a'�- FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.Q. ALL CONSTRUCTION SHALL MEET THE DO�NOTRROCEED WITH. REQUIREMENTS OF THE CODES OF NEW FRAMING,UNTIL SURVEY YORK STATE!. NOT RESPONSIBLE FOR OF FOUNDATION,WTION DESIGN OR CONSTRUCTION ERRORS HAS BEEN APPI OM, PLUMBING ALL_PL;UMBING:WASTE &IA�ATER LINES 1 5ED ELECTRICAL TESTING BEFORE COVERING INSPECTION REQUIRED PLUMBER CERTIFICATION Blower door ON LEAD CONTENT BEFORE and+dam CERTIFICATE OF OCCUPANCY testing mulred. SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%LEAD. Must provide Manuals bR i and S as per NYS Energy Code Mechanical Ventilation system shell be required per NYS Energy Cody ft+e aepard�an required as per TRUSS PLACARDING REQUIRED NYS Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12shall be as follows: TABLE P3201.7 TRAP SIZES F'OR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential(Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New,York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION OF FASTENER LOCATION Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or without Shouter head Uninhabitable attics with limited storage 20 10 and/or whirlpool attachments ALL CODES shall supersede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies exterior and decks F4-8d d BOX (2-1/2")OR _F Additions,Alterations&Renovations: shall conform wtith Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 ( ) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE d COMMON EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher On separate trap) 1-1/2 Fire escapes 2. Written Dimensions take precedence over scaled dim7ensions 40 20 2 CEILING JOISTS TO TOP PLATE BOX (2-1/2")OR Floor drain 2 d COMMON EACH JOIST,TOENAIL Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 0d BOX (W)OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps, Wllth or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall werify all and were decks abut house framing. Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL W without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL dimensions,existing or new and be responsible for field fit. p ) 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (one or more COmpairtmentS) 1- passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (W) OR U 4. The mechanical systems, electrical systems,plumbing systems and solar energy systems, Lavatory -1 A Rooms other than sleeping rooms 40 10 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State apiproved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow Irate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE w electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Q Electrical certificates are to be provided the electrical)contractor. 4-16d OR FIOW rate: Stabs 40 20 ~ 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20. All window and door headers to be 2-2x10 unless noted otherwise. 5.7 gpm and less 1-1/2 Roof 1 20 20 3-10d COMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall The 36"below grade Minimum. It shall 3-16d BOX O W p q g g 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpim 2 2-16d COMMON END NAIL be the responsibility of the general contractor to verilfy the depth of all existing footings Vent range hoods as per Section Ml503 More than 12.3 m u to 25.8 Ipm 3 ALLOWABLE DEFELECTION OF ALLOWABLE w disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 gpm WALL FRAMING g STRUCTURAL MEMBERS DEFLECTION ' More than 25.8 gpm up to 55.6 gpm 4 16d COMMON TABLE R401.4.1 subscript b:Where the building offiicial determines that in-place soils 22, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with L/180 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL F--i with an allowable bearing capacity of less than 1,50(0 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters STUD TO STUD AND ABUTTING STUDS AT 16d BOX the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 9 1s"O.C. FACE NAIL INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162" basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors 1 O BUILT-UP HEADER 16"O.C. FACE NAIL ALOiNG EDGES 6. Cast-in-place concrete shall be;air entrained; 5%<7'%total air content b volume and have (3-1/z"x o.isz") L/360 5-8d BOX(2-1/2"X0.113") an ultimate compressive strength at 28 days of 3000)psi. Except exposed slabs, WHENEVER an alteration,addition,or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL garage slabs and steps shall be 3500 psi. All work;shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING - GARAGE SEPARATION All other structural memebers L/240 OR 4-8d COMMON All Concrete shall conform to the latest ACI standardis, hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL SEPARATION MATERIAL Exterior walls with stucco finish H/360 � W R404.1.3.2 Reinforcement for Foundation Walls 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 " Exterior walls-wind loads/brittle finishes OR COMMON(3-112") FACE NAIL 24 EACH SIDE OF END Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN T INCH GYPSUM OR L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d Box{3-112") JOIST(MIN OF JOIN4TSPLIICE LENGTH EQUIVALENT' TO THE GARAGE SIDE EACH SIDE OF END JOI<`VT) ►►"""�� Z reinforcement shall be provided in accordance with Table R404.1,2(1).Vertical reinforcement in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 shall be provided in accordance with Table R404.1.2((2), R404.1.2(3), R404.1.2(4), R404.1.2(5), and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL R404.1.2(6), R404.1.2(7)or R,404.1.2(8).Vertical reirnforcement for flat basement walls BOARD L=span length,H=span height OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL retaining 4 feet(1219 mm)or nnore of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NJAIL n in accordance with Table R404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE MAIL FT W 1 3-16d BOX R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 24. WALL BRACING: Buildings shall be braced in accordance with GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1l2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION TOP OR BOTTOM PLATE To STUD END NAIL APPLIED TO'THE INTERIOR SIDE OF 2 16d COMMON c the requirements of ASTM A 6'15,A 706 or A 996. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA Minimum yield strength of reinforcing steel shall be: �40,0000 psi(grade 40), End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON ROOF SPAN O R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHIMENT OF GYPSUM BOARD 3-Esd Box M�-1 M✓ SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 1$ 1" BRACE:TO EACH STUD AND PLATE FACE NAIL 2-8d COMMON Location of Reinforcement:The center of reinforcement in foundation walls shall be 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING a O Vertical reinforcement(if requried per table R404.1.2(8)in basement walls shall be located roof assembly to the foundation. SHALL MEET ASTM Ell 9 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 4-8d BOX to provide a maximum cover of 1-1/4 inches from th(e inside face. 2 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3: 12 16"O.C. 5 E! 10 13 R404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with 22 RIM JOIST,BAND JOIST IO BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL E o Based on Table R404.1.2(1)- (includes basement entrances and window wells) ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris pro'ltection 4: 12 1 s"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 1od Box o c y Less than 8 foot Wall Height: One#4 bar within 12 iinches of the to of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels " 2-1od Box - C o g P P 9 9 g 5: 12 16 O.C. 3 5 6 8 BLOCKING TO JOIST o+ 6 ` 2 c - wall and One#4 bar near mid-height of wall. copper roofing nails, minimum 12 gage shank with a minimum- 23 2-8d COMMON EACH END ° E r y v °o 01 O U C C y Greater than 8 foot Wall Height: One#4 bar within 112 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 t ° = f6 wall and One#4 bar near the third points in the wall;stor . and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 4-1sd BOX iZ ° L, '. -24 BLOCKING TO SILL OR TOP PLATE TOE NAIL v c c Z a� m p Y p Y Type Less than or less than or less than or 3-16d COMMON u y rn o t 5 ° m but not less than 4 per strip or 2 per individual shingle- R905.2.6.Attachment equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 1 s"O.C. 3 4 4 5 M lu =o 7 o `: �' `o 7. Base design value for visually graded dimensional lulmber:Joists,studs Rafters and All q q 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FACIE NAIL t.o o -.0 ° Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 27. Flame Spread Index: R302.9 12: 12 1 s"O.C. 3 3 4 4 ( ) 4-10d BOX c a -Y ;.2 aY 2 o Min. Fb for dimensional lumber=850 psi. wall and ceilin finishes shall have a flame s read index s 200 No 8 Wood screw °'.N: c ° c `� ° ° 3 p g p apt ui a 3 L c'c �3 0 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#Z or better. 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST a 0 c °r.0 °' p Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMAION U a� y N w N Including but no limited to: Deck Framing, Posts, HeEaders, Girders&Ledgers. &attics shall have a flame spread index<_25 2 inch embedment On Center on Center on Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS W In 0)C: CD _= E�;o len ht 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM m s m - o E LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS t L m n ° 3 w g STAGGERED ON OPPOSITE SIDES a c o a U o 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLows: a N.cow a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index <_450 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL u�'.N m E ° vni 3-16d COMMON P'- c y a c U c or stainless steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies H c/ H r HEEL JOINTAJDUSTMENT FACTOR 2 Z'c� Q �, c 0 c m o b. Use Copper flashingOnly against ACQ Lumberr Sill Plates &attics shall have asmoke-developed index:5 450 tested with ASTM E 84 or UL 723 based anchor with 12 inches 9 inches ° - „ °r 16 inches ° ° a E ° z? g 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") oR EACH END, TOE NAIL ° N D iT C a IV .c_o c.) All Structural connectors i.e. Simpson strong-Tie or USP,etc CL shall be Hot-Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght 3 •5 2-8d COMMON(2-1/2P') 1 / 4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: installed in accordance with the manufacturers latest installation details, g PARTICL,�BOARD WALL SHEATHING TO FRAMING Framing connectors,Allowable Hole diagrams, speacifications, etc. Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot.mesn roof height. 1 / 6 1.20 z "Micro-Lam"Design Stress: E= 1.9, Flo =2,600 psi, Fv=285 psi ground access areas, panels shall not be located less than 18"from a valley SPACING OF FASTENERS (n _- DESCRIPTION OF NUMBER AND TYP ', t = "Parallam PSL"Design Stress: E=2.0, Fin=2,900 psi, Fv=290 psi b.Fasteners shall be installed at opposing ends of the wood structural panel. BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING W A permanent certificate indicating the"solar-read zone"and other re OF FASTENER CL "Anthony Power Beams Design Stress; E=2.1, F�b=3000 psi, Fv= 300 psi P 9 Y requirements of Fasteners shall be located a minimum of 1 inch from the edge of the parnel. PANEL EDGES SUPPORTS GABLE END WALL FRAMING � � U this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 W �_ 0 RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, C.Anchors shall penetrate through the exterior wall covering with an emhd not let length of ) J W O co each sleeping rooms in basement, habitable attics, and eve sleeping room The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be locate d not less than 30 3/8"- 1/2" 6d COMMON(ROOF) 6" SEE NOTE A 6"' z z _J P 9 every P g for future solar electric installation and labeled"for future solar electric 2 1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C 31 19/32"- 1" sd COMMON 6" SEE NOTE A 6"' _l z Q ,N shall have at least ONE operable emergency escapee opening as follows: Sill height of not more than 44 inches above finishedSPACING SPAN floor. d.Where screws are attached to masonry or masonry/stucco,they shall)be attached (FEET) ULTIMATE WIND SPEED W < O W co A. Minimum net clear opening of 5.7 square feet. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. = C) E P g 9 g p p 32 1-1/8 - 1-1/4 10d COMMON NAILS 6 12 Except grade floor openings shall have a minimum net clear 130 140 G Lt.l 0 = opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall) ROOF PITCH ROOF PITCH 1/2"STRUCTURAL CELLULOSIC (n z LL - Q B. Minimum net clear opening height shall be 24 inches. It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. <5:12 z 5:12 <5:12 Z 5:12 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" W C. Minimum net clear opening width shall be 20". in detail the design,calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTIM E 1996 J (n a D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems ( new, existing or upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC �. Garage door lazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 34 -3/4"GALV.ROOFING NAIL 7" 7" from the inside of the room)without use of keys o)r tools. stamped by a professional engineer if required by the Owner or Building Dept. g g e g P FIBERBOARD SHEATHING 1 Y ANSI/DASMA 115. Areas within hurricane prone regions: WHERE Basement contain more than one or more s3leeping rooms, (1). within 1 mile of the coastal high water line were the ultimate;design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" an emergency escape openincl shall be provided for,EACH sleeping room. wind speed is 130 miles per hour or greater. i s"O.C. 24 340 318 422 396 5/8" GYPSUM SHEATHING 1-3/a"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open I directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 28 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have - 6" DIAMETER -►I A. EXCEPTION: TO RESIST WIND PRESSURES TABLE R602.3 (3) a net clear opening of not less than 5 square feet. I1 Wood Structural panels with a minimum of thickness of 7/16 inch alnd a maximum span of 8 feet shall be permitted for opening protection.Panels shall be Iprecut&predrilled to 16"O.C. 32 427 398 529 496 cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each r� Label all panels and store in a clean d area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD d• � CONSTRUCTION TYPE P dry NAIL SIZE PENETRATION STRUCTURAL continuous run of treads or flight with FOUR OR MOIRE RISERS. r ' Attachments shall be provided in accordance with the table as follows: THICKNESS SPACING EDGES FIELD p Handrail Height measured above stair tread nosing, shall not be less than I , , "III", "IV", OR"V" i s"O.C. 42 535 499 664 622 PANEL SPAN RATING N W 34 inches and not more than 381nches. All Handrails shall be continuous ¢ 16"O.C. 48 599 559 745 697 6d COMMON NAIL ~ the full length of the stair from a point directly above the top riser of a flight REFLECTIVE RED (2.5"X 0113") 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" OJZ to a point directly above the lowest riser of the flight. Handrails adjacent to PANTONE#187 W 8d COMMON NAIL m Q a wall shall have a space of not be less than 1-1/2 inches between the wall 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" � (2.5"X 0131") Q and the handrail.see code for exceptions. Refer to Code for grip size specifications. r DESIGN CRITEERIA TABLE 507.9.1.3(1) W W DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 J 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" REFLECTIVE ( Q- > Q above the floor or grade below shall have a railing not less than 36 inches WHITE FIELD Wind speed: 130 W W in height. Railings shall have'ro rails and Balusters and Bottom rails that are ✓ JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS U) g g p No of stories: 2 CONNECTION GYPSUM BOARD (n NO MORE THAN 4 INCHES APART. EXCEPT:the)triangular openings formed DETAIL <6' 6-1"TO 8' 8-1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS „ TO WOOD IFRAMING by the riser,tread and bottom (rail of the guard rail at the open side of a stairway -' 7/16 min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS are permitted to be of such a size that a 6 inch sphelre cannot pass through. ---� -"�� ._...�• �-. Panel Attached to Roof pitch: per plan 1/2"DIA.LAG SCREW 30" 23" 1s" 15" CEILING EITHER DIRECTION 16"O.C. �� 5d COOLEER NAILS &1/2' MAX.SHEATHING Open sides of stairs with a total rise of more than 30 inches above the floor or DESIGNATION FOR STRUCTURAL Bldg Length per Ian 1/2" WALL EITHER DIRECTION 16"O.C. 7 12" grade below shall have guards not less than 34 inches in height measured ++ Frame in accordance 9 g P p 8 16 COMPONENTS THAT ARE OF 1/2 1/2"DIA.THRU BOLT 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" )� vertically from the nosing of thy.,treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan &1/2 MAX. SHEATHING 5/8 WALL 6d COOLEER NAILS STROKE bld aspect ratio: 3:1 EITHER DIRECTION 16"O.C. 7" 12" "F" FLOOR FRAMING INCLUDING of the residential code g p 13. WINDOW FALL PROTECTION: Were the top of the:sill of an operable window 2'1' TO 14'14'l"TO 16' 16'1"TO 18' TYPE"x" AT 1-7/6"LONG 6d C;OATED NAILS OR r GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) EOUIVALANTDR,YWALLSCREWS. V opening is located LESS than 24 inches above the finished floor and GREATER 5/8„ GARAGE CEILING PERPENDICULAR 1s"O.C. 6 6" SCREWS SHALIL COMPLY WITH 1/2"DIA.LAG SCREW BENEATH than 72 inches above the finished grade or other sulrface below on the exterior "R" ROOF FRAMING IRC SECTION R702.3.5.1 of the building,the window must be provided with a window opening control device &1/2'MAX. SHEATHING 13" 11" 10" HABITABLE ROOMS that compiles with R312.2.2 Window Opening Control Devices. "FIR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX. SHEATHING 24" 21" 19" 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblo6king shall be installed in Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for ,� N accordance with R302.11 thru R302.11.2 and Draftsstopping shall be TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. installed per R302.12 thru R302.12.1 LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) ` p. NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD Fireblocking materials R302.11.1 shall be as follows;: Applicant shall provide engineered wood placard (u 1. Two-inch nominal lumber 2. 1/2"gypsum board on or adjacent to electrical meter box for field inspection. L c� 3. Batts or blankets of mineral orfiberglas shall b(e permitted for compliance PLYWOOD STORM PANEL �y["� M�-t r-+ M with the 10 foot horizontal fireblocking in walls constructed using parallel Residential structures with Truss type construction, SHUTTER DETAIL M rows of studs or staggered studs. Pre-Engineered Wood Construction And/or Timber Construction I,+� 4. cellulose insulation installed and tested in accoirdance with ASTM E 119 or for new dwelling and/or any addition, alteration I o UL 263,for the specific applications a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel U b,)O -0 shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection �./ '� .._. :v ct OF FOUNDATION MATERIALS .���Ep 44 G- CLASS OF MATERIAL LOAD-BEARING PRESSURE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 1 Crystalline bedrock 12,000 psf Sedimentary and foliated rock 4,000 psf Sandy gravel and/or gravel(GW and GP) 3,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Sand,silty sand, clayey sand, silty gravel and clayey gravel o WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC FROST (SW, SP, SM, SC, GM and GC) 2,000 psf SPEED SNOWTOPOGRAPHIC WIND BORNE DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL Clay, sandy clay, silty clay, clayey silt, silt and sandyy silt LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP fT�4 �90�0 (CL, ML, MH and CH) 1,500 psf DEPTH T 20 LBS 130 P NO NO NOM B SEVERE 3+_0++ MODERATE 11 YES NO 1500 or less �OF Ny a.When soil tests are required by Section R401.4, TO HEAVY the allowable bearing capacities of the soil shall be I part of the recommendations. M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. b.Where in-place soils with an allowable bearing cmpacity of less than 1,500 psf Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS are likely to be present at the site, the allowable beiadng capacity shall be R Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.6-1 B determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PAfNELS a Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED OIN WIND SPEED t c= � a° m�'= ° ° ° ° ° fasten king stud to header with o Min.3"x 11-1/4"net header Header ° 6-16d sinker naills _ _ _ _ _ _ _ _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ° • PER TAIBLE R602.3(3)-FASTENERS 6" OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLYABOVE @ 16"OC ALONG ° ° ° FEshall occur at top of wall •�= = — = +�•= — —• - ' — -•�• OF BRACED WALL PANELF,I I.1 I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° ° ° ° ° fasten top plate sinker headerrnails with •I I•I I•I PER TAtBLE R602.3(1)OR R602.3(2) Header shall be Top plateP continuity is two rows of 16d sinker nails @ 3"o.c. fastened to the re uired er R602.3.2 I• VARIES)BY FASTENERS 2-16d NAILS EACH SIDE king stud with Braced wall line 'I I I I I I• I; 6-16d sinker nails continuously sheated I•I r y with 1/2"wood \Minimum 40001b header-to-jack-stud METHOD CS-WSP: X Fasten sheathing to header with 8d common nails in 3 in.grid p strap on both side of opening W f0 pattern as shown and 3 in.D.C.in all framin studs and sills structural panels z ° p 9( ) opposite side of sheathing r•I I'I AS PER TABLE R602.3(3) TOE NAIL 3-8d NAILS `../EXTERHOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d 6"O.C.ALONG — rn ;° @ c Minimum 40001b header-to-jack-stud strap WITH 88d COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG AT EACH BLOKING MEMEBER p BRACED WALL PANEL Sd A 6"O.C.ALONG s o I on both side of opening opposite side of Panels lice edges shall occur over .I (0.131 ;X 2.5"LONG) BRACED WALL PANEL r ;° p' g AT 6"0).C.ON EDGE AND 12" O.C. BRACED WALL PANEL o ° i sheathing and be nailed to(common blocking IN FIELID BRACED WALL PANEL °1 =°° ° Min.Double 2x4 framing covered with minimum ° , ° within the middle 24"of the portal- BRACED WALL PANEL X 0 ° ° ° ° ° ° ° g BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL � L ° 1l2'thick wood structural panel sheathing leg height, One row of 3"o.c.nailing BRACEID WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3"D.C.in all framing is required in each panel edge. F....( _ 1' SHALL IBE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG !° (studs,blocking,and sills)typical if needed I I 3-16d @ 16' OC ALONGLOCI WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH ° I•► I, BRACED WALL PANEL 3-16d @ 16"OC ALONG @ W III WITH TABLE R702.3.5 OR BRACED WALL PANEL TABLE IR602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER ° 2'to 18'(finished width) Min Double 2x4 or SHEATI-HING Min,length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural _ _ _ _ _ _ •H• _; — !° per Table R602.10.5 panel sheathing _ _ /—ENDJOIST CONTINUOUS RIM OR ° Min double 2 x post J 'fij = — = 4: CONTINUOUS RIM OR No.of 'I • I'I ° !° jack studs per Q I'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST i° Min.(2)2x4 typ. Table R602,7(1&2) Min. 2 112"Diameter anchors �j •I I•I ,I OVER AND BE FASTENED TO COMMON STUDS. H HORIZCONTAL PANEL JOINTS IN BRACED N P 2-16d NAILS EACH SIDE installed per se(ction R403.1.6 � WALLS;PANELS SHALL OCCUR OVER P with 2"x 2"x 3116"plate washer INTERIOR',., I,l AND BE FASTENED TO 1-1/2"x 5-1/2" I. FULL HEIGHT BLOCKING ,I SPACING I I THICK(COMMON BLOCKING ON THE FLAT CONTINUOUS ALONG LENGTH ADDITIONAL FRAMING _ I I I' AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING .I I•I I•I 1. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL l .l L l L I I. I-••-I 'I I I I I I• 2 X BO)TTOM PLATE METHOD CS- PF; CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ,I I•I I•I I, �J � Z •I I•I I•I l• EDGE!SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Band or Sheathing to with nail sole plate,_ Attach Sheathing nail sole plate •I I I I I I• BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials ! to joist per Band or Rim joistwi to joist per ^ �_ •_• _ u. - •_•�'�_ •_•_ _�, EXT.SIHEATH'G PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an sub Floor nailing ached. 8D common nials nailing sched. PANEL.JOINT FRAMING Bottom = _ at 3"o.c.Top and °a o° ZRim Joist FRAMING ° ° ° ° Rim Joist Bottom per Plans ►^�� Fi-I FASTENING REQUIREMENTS FOR ��Molclowns nchor Bolts and BRACED WALL PANEL AS PER per plans [� TABLE R602.3. 3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 ^ O ►�+ I:�4 O Simpson 1-1/4" galy. x 20 gage H2A Stud To Rafter coil strap with (5) 8d common y Connector Were the distance is SIMPSON H2A 2X6 ON FLAT rn N iv between 9-1/4 to 15-1/4 0 ° " at each Rafter. With nails in each end at each rafter. wIn BLOCKING AT Typical Metal WINDOW HDR provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter �, m s W - _ ° a°s ALL UNSUPPORTED Strapping _ braced wall panels .5'-.- — E rt 0-0 0 PLYWOOD EDGES g cv (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES m� _ ° atOpenin s o t ° (AT WALL BRACING i (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side =o a o s c, I Horizontally attached Schedule Dwg-1 g p _ plywood sheathing of Ridge to have a Simpson ° LOCATIONS) m c o .. N o shall ll Plywood Tod Joints 2 o ° w U�_ U Y ° o ° Blocking Solid LSSR skewable hanger. a �, 0 M @ Y 1/2'RATED @ SIMPSON H2A a�� C° L C C N 3 $ 1D g oc3 PLYWOOD OR n o o $ $ ° c 0.U OSB RATED Solid blocking between at each Rafter. With 1-1/4 x 20 Gage Metal Coil = n N r y rafters attached to top (5)8d x 1-1/2" nails in Rafter SHEATHING Strap with (5)-8d common nails plate with 8d nails @ 6" D.C. (2)8d x 1-1/2" nails in plate °° o ET Y o o along length of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs Comer Holdowns g g ( ) Look Out Blocks °° *�d `, a t•°N M U E o N pane. and window or door Header. Less than "°' �I: ZE 2 � ¢N =a) _( o forlocRefer o plans Typical each side and ALL Gable End Wall ° ��. a E f C @ $Y for locations ° , • L ° L m o ° if required windows and doors. or Equal N u cn co cr 1- m E n.5 o 2L BLOCKING BETWEEN RAFTERS (a) BRACED WALL PANELS t0 12" RIM JOIST •�� 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & Sill strapping See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS NTS RAFTER TO RIDGE STRAP R602.3(1) SEE NAILING SCHEDULE this page. TYPICAL ELEVATION NTS r^ IN LIEU OF RIDGE STRAPS -R602.4.6 vJ WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. LOCATED IN THE UPPER THIRD •►Z 4 5 N.T.S. 6 7 Q OF THE ATTIC SPACE AND ATTACHED) S �J WALL BRACING SHEATHING DETAIL () TO THE RAFTERS WITH 4-81D NAILS O EACH END CL CONTINUOUS FLASHING W EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE PAST JOIST HANGER GREATER THAN DECK JOIST AND O NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC CUT ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED rr/^�Z v) FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND DECK STAIR LENGTH 12" Min PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) I I I I see Schedule on DWG-1 POST TO HEADER CONNECTOR EXTERIOR OR RAILING POST, tip of lag screw shall fully extend beyond BEARING WALL TIMBER TECH- I I TIMBER TECH- I t'�_ the inside face of the band joist. SIMPSON ABU POST "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER 4"TREATED POS SI SI CONCRETE BRACKET COMPOSITE DECKING COMPOSITE DECKING ATTACHED PER ATTACHED PER GALV DECK HANGER o MANUF.SPECIFIC 1 I MANUF.SPECIFICATION I I SIMPSON LUS26 @ 2X6 a SIDE COVER 2"MINIMUM THAN 50 GREATER CLEAR 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 GRADE THRU BOLTED BOLTED TO SIMPSON LUS28 @ 2X10 2 1l2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF ATE WIDTH 16 GAGE 0.058 IN.)AND 1.5 IN.WIDE S OR SIMPSON SD STRUCTURAL ( u d CONNECTOR SCREW METAL TIE FASTENED ACROSS AND D p I I JOIST A. 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE TO THE PLATE AT EACH OF THE o = z Use 11-1/4" Metal N i/2"DIA.GALV BOLTS WI _ - ADHESIVE ANCHORS:HIGH-STRENGTH a N — N W _ 2 MIN. -----LOCK WASHERS. WITH TABLE R507.2 NOTCH WITH 8-1OD NAILS EACH SIDE Coil Strap - f- - o � ----,-EPDXY FOR 'o � p 20 Gage �.., 2-1/2"IV11N. 2 x JOIST SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD D ' 12" Min (5) 8d common nails � z0 r�- MAX• ; •0 2x RIM JOISTATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON "MIN, (3)#10 X 3"WOOD SCREWS NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES in EACH END at m Q 11 AND TWO WITHIN 24"OF EACH END OF DECK EACH Stud. 0 M IPE 10 x LENGTH OF STEP �� W 14"DIA.CAST-IN-PLACE 8d Q' 6 oc Along W r_� W 2-1/2"DI R507.6.2 SIMPSON H2.5AT EA.JOIST OR CAST-IN-PLACE FOOTING I-- J CONCRETE FOOTING,DOWN THRU BOLTS BLOCKING o.e' FOOTINGS MUST TO VIRGIN SOIL UNDER BOTTOM RISER Braced Wall Panel a > SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON W Lu (4j WI WASHERS OVER BEAM SIMPSON BC (MIN 36"BELOW GRADE) FIGURE R602.10.8 1 BETWEEN EACH( POST GIRDER �': °. ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS ( ) � � � NOT LESS THAN(2)LOCATIONS WITHIN 24" SOIL TYPICAL STAIR FOOTING DETAIL JOIST CONNECTOR OF EACH END OF DECK: NTS WALL TO WALL STRAP' MAXIMUM OVERHANG 24" MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NTS PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTIONS PORCHES & DECKS NTS FIGURE R602.6.1 OR HEADER TOP PLATE FRAMING TO R507 EXTERIOR DECKS M1°y DECK GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE 10 NTS LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG Tr� WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS v/ SEE TABLE 507.9.1.3(1) STAGGERED 3-Corner studs 507.9.1.3(2) z FASTENERS connected to iv IN 2 ROWS TOP PLATES TOP PLATES transfer shear o Framing members ^' Oo Uo @ o load 0 �T� 5.5"MIN FOR 2X8* I � � W � '� 5"MAX 6.5"MIN FOR 2X10 0 • 4 STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 2-16d Nails ` TYP. HDU5 d ° BORED HOLE MAX. DIAMETER 60 DIAMETER 40% (PERCENT)OF STUD O O O O (PERCENT)OF o DEPTH p @ 6" o.c. Holdown � M � STUD DEPTH -,,I o 5l6"MIN. — I 5/B"MIN. 5/8"MIN. I1. /6°MIN. 2 MIN LAG SCREW OR THRU-BOLT T3/4"MIN Simpson 5/8" threaded rod �� �TOEDGE TO EDGE TO EDGE TO EDGE LEDGER BOARDw 1 U NOTCH MUST NOT .�-_�coupler-nut and SSTB ® ^ � NOTCH MUST NOT O M EXCEED 25°/ o EXCEED 40% T anchor bolt thru-box and (PERCENT)OF o (PERCENT)OF o STUD DEPTH STUD DEPTH inbed into concrete O foundation and framing. �Gp q�Cy BORED HOLES SHALL PLACEMENT OF LAG SCREWS;AND BOLTS IN LEDGERS Preservative-treated IF HOLE IS BETWEEN NOT BE LOCATED IN \5 Ql i h►!' 4f0%(PERCENTIAND PER FIGURE R507.9.1.3 (1) barrier required for l' BORED HOLES SHALL THE SAME CROSS q /y NOT BE LOCATED IN SITU(PERCENT) / �j THE SAME CROSS STUD DEPTH THEN connectors in contact SECTION OF THE CUT S"TUD MUST BE DOUBLE OR NOTCH IN STUD DISTANCE CAN BE REDUCED TO 4.5"" SECTION OF THE CUT NOD MORE THAN TWO N OR NOTCH IN STUD SULICCESSIVE STUDS IF LAG SCREWS ARE USED OR BOLT with treated wood ; ARRE DOUBLED SPACING IS REDUCED TO THAT OF AAND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS a - .•; TO 2X8 BAND JOISTS(1/2"STACKED SIMPSON HDU5 CORNER HOLDOWN WASHERS NOT PERMITTED) Q19€110 Q` FIGURE R602.6(1)NOTCHING AND FIGURE R602.6(2) BOX FRAMING NTS 16 BORED HOLE LIMITATIONS FOR EXTERIOR 1 NOTCHING AND 18 19 WALLS AND BEARING WVALLS BORED HOLE LIMITATIONS FOR INTERIOR NON-BEARING WALLS Fireplace enclosure Thin profile structural insulated to top heatlhing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firestop Full Thick Insulation p and out of glued together MANUFACTURED LIGHT ENCLOSURE g Exterior way for access he ceiling line thin profile structural' g g see plan w/ ATTIC INSULATION CONTINUOUS BEAD Fill entire Cavity to sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING support Seal joint with Sheathing eala Insulation dams behind tub qb attic hatch - R-van Non-combustable sealant OF SEALANT subfloor Base plate prevent loose-fill blocking insulation from Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to"-' � Air Se I exterior insulation requirem n access opening j Sealant or „ OR GASKETED TO RIM Continuous wall 1/4 stlructural sheathing JOIST/RIM CLOSURE floor Gasket falling through of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access adhesive _ at periimeter and seams. soliocSILL PLATE INSTALLED „ N or rigid insulation 1 min Ri Id Weatherstri inSealant g-- ' EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g Panel Seal stairs Adhe Casin " Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer Ito manufacturers SEALANT Insulation. Air four ed es ` frame a 4 1x2 Stop RECESSED LIGHTING FIXTURE g Pull-down gap W „ Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase with caulk � Sealant 1/2 plywood finish w/ soffit material or foam attic hatch (see plan for size) AIR SEALING AT PREMANUFACTURED Typicail foundation & framing w RECESSED LIGHTING FIXTURE See arrchitectural plans DRAFTSTOP DETAIL PULL-DOWN STAIRCASE DRAFT STOP & SEALANTf AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING °µ" ►-� EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION ATTIC HATCH DETAIL AIR SEAL DETAIL (@ PREFAP FIREPLACE DETAIL EXTERIOR This detail is for weatherstripping and draft sealing, NTS TO BAND JOISTS Battic Door Energy Conservation Products _ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, ' Refer to Manufacturer for installation manual. R-50 Insulation IR-$0Art;r.StarrC,ovrr ENERGY NOTES Eave baffle installed 9a. R403.3.2: Duct Sealing Mandatco Ducts, air handlers and filter boxes shall be sealed. 1. All design &construction in compliance and built accordingly to the g ( •, rY) adjacent to soffit and eave '�°•- '�•- ' 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply With Section M I601.4.1. " vents. Baffle shall extend over Table R402.4.1.1-Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS I Rater) using the Manual J S & D submitted at CO. energy efficiency program to exceed the energy efficiency required by this code. the top of the attic insulation . 9b. R403.3.3: (Mandatory) Duct tesding-Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third: party(HERS Rater) using the (R402.2.3) AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J"& Manuals "S" &"D";submitted at CO. Y 9Y 2 x CJ W/ INSULATION Z COMPONENT AIR BARRIER CRITIERIAI INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall trot be used as ducts or plenum. YP General A continuous air barrier shall.be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER j requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs k ^ Q fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 g g SEALANT continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. 11. (R403.3.5) Building Cavities (Mandatory) 4 Breaks or joints in the air barmier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall nott be used as ducts or plenum. Typ. Exterior wall Q O scaled. sections N1102.2 through N1102.2.13 See Const. Dwgs 12. N1103.5.1 (R403.5.1) Heated waater circulation and temperature maintenance systems (Mandatory) w O Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The i installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systemss shall be in accordance with Section N1103.5.1.1. c recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature mainteneance systems shall be in accordance with Section N 1103.5.1.2. Q each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". Automatic controls, temperature ,sensors and pumps shall be accessible. r E w [ a maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. l installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N 1102.4 t 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE he cavity due to services,blocking,bracing or other obstruction through N1102.4.5 o The building shall be provided wi-ith ventilation that compiles with the requirements of E.0 exists,the batt product will be cut to fit the remaining depth of the o = B 2 cavity.Where the batt is cut around obstructions loose fill insurlation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other appnroved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o m air rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic orr gravity dampers that close when the ventilation system �, 0) M �'= 0 a shall be placed to fill any surface or concealed voids,and at the Y`..w s U),0 =o test results shall be signed b the a conducting the test. is not operating. o,o _ a) _ manufacturers'specified density. Where faced batt is used,the g y p g 0 G.z a) 0 8 y c installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM o �, a - _ p N1103.6.1 (R403.6.1)Whole-house rmechanical ventilation system fan efficacy ''r r ;- C.= N P, � �•°t `o no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE IN j W ° _ c.- En 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside p Y q r"'vc ~ °' _ ° y 2 Y Fans used to provide whole-house moechanical ventilation shall meet the efficacy requirements � o � _ _� �o stapling installation tabs. combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: Wheree an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH c '`1 ` I f i a ;Z a 0 Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-haouse mechanical ventilation, the air handler shall be Wood Blockin HERS REPORT t / t r N s 3 r c-E equipment 3 o 3 shall be installed filling the entire cavity and Ivithin the manufacturers' powered by an electronically commut,tated motor. as backdam C ! 1 ; I g° ° _ ° a y D, TYP. ROOF CONST. , ,; ! , �, y - - - - 8 t •_ density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be I =s.� C N „ »�3 o provided for each separate heating and cooling system.Temporarily operate 14. N1103.7 (R403.7) Equipment sizeing and efficiency rating (Mandatory) C "--, Roof underlayment 1 �''� i d i _ = = o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heatin and coolin a ui ment shhall be sized in accordance with 2 x CJ W/ INSULATION `�-� I f s =' the system from 55 F to 85 F. preprogrammed thermostats be manufacturer g g q p - �' : { o N ` E _ o y ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on buildim loads calculated in accordance with ACCA sealed to drip edg s shall be max 70 F heating and 78 F Cooling. g AS PER DRAWINGS z:� a o insulation and any gaps in the air barrier Manual J or other approved heatting and cooling calculation methodologies. �:.i`• OR HERS RATER r ». °' 2 L E`° N a M o S£ sealed. New or replacement heating and[ cooling equipment shall have an efficiency '� j( l 8 co E a o a 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value p g gY - ; rating equal to or greater than thEe minimum required b federal law for the T Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of not less than R-8 for ducts 3 inches in diameter and larger and not less 9 q 9 q Y YP ' . _ i wall doors to unconditioned atttic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the ecquipment is installed. Soffit see SEALANTjhi j J Const. Dwgs shall be;sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches g in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15, N1104.1 (R404.1) Lighting equipment (Mandatory) non-vented d ? r Walls The unction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated T` y.yp'.;i'ita ' j rr nn j Not less than 90 percent of the peermanently installed lighting fixtures shall ,. :,;,:. ,::,:,,;.,,.,;.;::.„„ ,,:,,•....•, i � V contain onl hi h-efficac lamps.. '''"' plate shall be sealed. The juncction of the by completely filling the cavity with a material having a thermal y g y i Z top plate and top of exterior avalls shall be resistance of R-3 per inch minimum. Typ. Exterior wall x -�t_- ' "" sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs J J installed in substantial contact and continuous alignment with the air 2y „ " Q _ barrier. ~ LLB [-- Windows, skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL- RAFTER SEALING AT ATTIC EAVE W W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION Q� 0 shall be:sealed. INDOOR DEESIGN HEATING DUCT SEALING REQUIREMENTS Q ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the aiir barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COCOLING DIFFERENCE Floors(including The air barrier shall be installled at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12,5 DEG 84 DEG 1 70' 75'(dtb 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMIIMER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIODITY APPROVED WINDOW perimeter floor framing embers. HEATING COOLING BULB OPENING LIMITING DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be 9 15 7.5 71.5 M 30% 455 55% N shall be covered with a Class i I,black permanently attached to the crawlspace walls. N LU vapor retarder NNith overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) r O taped. Z - - - - - - - - - - - - - - - - - - - W U) Shafts,penetrations Duct shafts,utility penetratioms,and flue TABLE M1505.4.3(2) WINDOW m Q shafts opening to exterior or p g LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOIUSE MECHANICAL '` "', .' ' . " RATE FACTORSa• b � W W LLl unconditioned space shall be sealed. 24" II-_ U J RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) L 4"SPHERE CANNOT APPROVED WINDOW 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION W W Q AREATO BE EXHAUSTED EXHAUST RATES U SEGMENT DEVICE CONFORM TO to W Narrow cavities Batts in narrow cavities shall be cut to fit and installed to I FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE the correct densitywithout an voids or gaps or KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR Y g P Factor 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. a. For system run times values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED determined by interpolation. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED H Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b. Extrapolation beyond the table,is prohibited. COMPLY AS FOLLOWS: Recessed lighting Recessed.light fixtures installed)in the building thermal Recessed light fixtures installed in the building thermal M��I envelope shall be sealed to the dryNvall. envelope shall be airtight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M 1505.4.3(1) A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation shall be cut neat[ to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WIND .2 WINDOW OPENING CONTROL DEVICES: Plumbing Y g CONTINUOUS ' ' '..° ° ` AIRFLOW RATE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls. There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W , gaps or compression where cut to fit.Insulation that on REQUIREMENTS PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cd installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. NUMBER OF BEDROOMS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW a OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs sliall be W �' exterior wall showers and tubs shall separate them from the showers and insulated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6- 7 > 7 v Z tubs. (square feet) N1101.14 (R401.3) Certificate (Mandatory) H Q � Electrical/phone The air barrier shall be installed[behind electrical or Airflow in CFM ;:-., > M Hinged or pull-up A permanent certificate shall be completed b the builder or other approved art and posted on a wall ~ 'C) box on exterior wall communication boxes or air sealed boxes shall be installed. / p p Y pp party p '� �' � o HVAC register HVAC register boots thatpenet:ratebuildingthermal < 1 500 30 45 60 75 90 Panel ttach insulation to underside in the space where the furnace is located, a utility room or an approved location inside the building. 72 = o Weatherstri I p y ® aJ x •� t�l pp Where located on an electrical amen the certificate shall not cover or obstruct the visibility of the circuit -o boots envelope shall be sealed to the Bubfloor or drywall. of panel. same thickness as all sides floor insulation minimum. directory label, service disconnect label or other required labels. The certificate shall indicate the �/ o M CZ Concealed When required to be sealed,concealed fire sprinklers shall 1,501 - 3,000 45 60 75 90 105 sprinklers only be sealed in a nnanner that is recommended by the predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components z; .;.. such as slabs basement walls crawls ace walls and floors and ducts outside conditioned spaces; �' manufacturer.Caulking or other adhesive sealants shall not t p 3 be used to fill voids between fine sprinkler cover plates and 001 - 4500 60 75 90 105 120 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. 4,501 - 6,000 75 90 105 120 135 Where there is more than one value for each component, the certificate shall indicate the value IC = insulation contact. covering the largest area. The certificate shall indicate the * - I a In addition, inspection. of log walls shall be in accordance with the provisions of ICC-400. 6,001 - 7,500 90 105 120 135 150 Floor Access panel g 9 types and efficiencies of heating, cooling r V'Neatherstripping and insulation g and service water heating equipment. Where agas-fired unvented room heater, EJetail electric furnace, or baseboard electric heater is installed in the residence, the certificate shall �y o19010 > 7,500 105 120 135 150 165 indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," ON o as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, Or--NE For SI: 1 square foot= 0.0929 m2, 1 cubic foot per minute = 0,0004719 I113/s. electric furnaces and electric baseboard heaters. PLUMBING NOTE: ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH PART VII-PLUMBING ELECTRICAL NOTE: ALL ELECTRICAL EQUIPMENT AND WIRING SHALL BIE INSTALLED IN ACCORDANCE WITH PART VIII-ELECTIRCAL OF THE NYS CODE. A\MINIMUM OF 75%PF PERMANENTLY INSTAkLLED FIXTURES R408.4 ACCESS MUST HAVE HIGH-EFFICACY LAMPS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM MECHANICAL NOTE: OF 18 INCHES BY 24 INCHES. OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES. THE MECHANICAL SYSTEMS SHALL WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW BE INSTALLED IN ACCORDANCE WITH GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES PART V&VI OF THE RIC OF NYS• SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE ALL MECHANICAL SIZIING PER ACCA W BELOW THE THRESHOLD OF THE ACCESS OPENING. MANUAL"S' BASED ON LOADS V THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER CALCULATED PER AC(CA MANUAL"J" A DOOR TO THE RESIDENCE.SEE SECTION M1305.1.4 FOR ACCESS DUCT COMPLIANCE WITH MANUAL"D" REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED W UNDER FLOORS. R303.4 MECHANICAL VENTILATION. ^ DWELLING UNIT SHALIL BE PROVIDED H WITH WHOLE HOUSE(MECHANICAL N 49'-511 VENTILATION IN ACCORDANCE WITH SECTION M1507.3 rT� 1st FL. METAL STRAPPING �- REFER TO Crawl Space Ventilation: DWG-2 FOR the total area of ventilation openings DETAILS may be reduced to 1/1500 of the 2 x 6 DECK JOISTS @ 16"oc TYPICAL DECK FOOTING I� TOP OF FDN. 2-2 x 6 P.T.GIRDER 14"ROUND CONCRETE POURED — _ — - — _ _ — _ _ under- floor area where the ground TYPICAL DECK FOOTING PIER FOOTINGS TO VIRGIN SOIL, DECK LATERAL HOLDOWNS 4"TREATED POST ANCHOR surface is treated with an approved SIMPSON DTT2Z w/(8) 14"ROUND CONCRETE POURED -SEE DETAIL-13 ON DWG 2 vapor retarder material and openings 1/4"X 1-112"SDS PIER FOOTINGS TO VIRGIN SOIL, FOR STRAPPING AND WITHIN 24"OF EACH END 4"TREATED POST ANCHOR UPLIFT CONNECTIONS. are placed so as to provide cross SEE DETAILS ON DWG-2 -SEE DETAIL-13 ON DWG 2 FOR STRAPPING AND 2 x 6 DECK JOISTS @ 16"oc W CRAWL ventilation of the space. UPLIFT CONNECTIONS. 2-2 x 6 P.T.GIRDER M--•I SPACE One such vent opening shall be .•� . .-�� _ _ _ �•�. Q #4 REBAR 12"FROM TOPS — '� within 3 feet of each corner of said building. 'L•' 4'-411 �L'� 7'-011 I 2X8 DECK LEDGER I 2X8 DECK LEDGER I O #4REBARATMIDSPAN -1� DWG 2 -.6-X-a!-------- I -------Vex SEEDET: O ---------------------DWG 21,_���x8�_-I- - SE------ ------_ I-_ - 1'-6_'X$ TOP OF FTG - - _ T - - — - — - — - — - — - 1 1 O I ' DECK LATERAL HOLDOWNS 2-#4 REBARS CONT. SIMPSON DTT2Z w/(8) ;21 _0 11 0 0 U) ' 1/4"X 1-1/2"SDS ' ' WITHIN 24"OF EACH END 0 CD r'�1 0 I SEE DETAILS ON DWG-2 6 ' O 1 zo ' ' (/�� � O TYP. FDN REBAR SECTION �1 - 1 SCALE: 1/2" = 1'-0" i o I o I CRAWL SPACE Mch UT 2"CONCRETE SLAB ON F'�"� w ' �� N ' 4"BASE COURSE OF CLEAN _ cn O O I GRADED GRAVEL OR SAND. n C iLL 1 I 6 MILVAPOR BARRIER. ' ' E o r I I 0 <N 1 O N 1 1 - 16 C y ' ' N 1 1 I _1 (D 1 1 Q \ 1 1 O .� 0 ` � CD I ILL �- I 1 r- � D1 U � O I 1 OO , N CD i 1 L0 t�.�. w E U TYPICAL INT. FOOTING/COL N o �t a T 1 1 N I 24"x 24"x 12"THICK I , 'Z m a u rn m CAST-IN-PLACE CONCRETE "' ' a)_ o w ,m t o m TYP EXT.WALL TYP Crawl Space Vent , .� o'u, o `o ' `v ' FOOTING&3"DIA STEEL U- r_.r L o ol COLUMN E o o U o n o `o 8"x 16"aluminum rn Y Y foundation vent. - ; ; ° N 0 3 L U).- m a c min 45 sq in of net oo �- o � o TYP.FLOOR CONST. free air per piece. � I I c 0 n a; ` `on 1 1_ u 1 n , n 1 n I u ' n I L.0 �C= y O"0O •3 g E 21 4 , 7-0 7-0 7-0 6-5 1 I � c-0glS �oCD o � � ot BEAM 1 L� '� n � Iv 2'6 1 N -----; 5-1/2"x9-1/2"LVL ;-----; I-----i \PICKET(TYP� ; - CU� Z.c 4_' d to c do I m o (2)2x6 . .S L 1 I I o TYPICAL ANCHOR BOLT R403.1.6 % •-------------------------- -- ---------------- --------------- N E MAXIMUM SPACING: 1/2"@ 72"O.C. ------------------;- - -----� ---.- 0 ��--------------J- -J- - ; 1 = fn o =a sc m = �- m o _ F- Urnm � f- M o..E0aa EMBEDMENTOF7"WITH NUT&WASHER. a, ' •--------------------------'------------------ - -----------• -,-------------------------------- - == i�--------------�-- --�--- ---------1-' 1 1 I 1 I ' , 30"x2a"Ro'1 1 1 I M 2 BOLTS PER PLATE AND HOLD AT LEAST I? BEAM _____ ___ ONE BOLT-12"MAX AND 3-1/2"MIN OFF ' I ' mifi�bf M 1 1 , 1 PICKET(TYP) Amfpa&Qss , ENDS OF PLATES. SHIELD&SILL SEALER TYP. _ 1 1 IN ANCHOR BOLTS N ; ; IN EACH CS-PORTAL ' I 1 FRAME WALL ABOVE , , I , TYP.CONC.FOUNDATIO ; SECTION-SEE 1 1 DETAIL 3 ON PG 2 ANCHOR BOLT DETAIL drop top of concrete N N 1 I as required for garage I , `� ( I O Ln N SCALE: 1/2 = 1 -0 , � ' ' doors 1 1 I 0 1 1 1 1 N on I I O O H �.�. U_ CD 1 I UNEXCAV/ATED 0 o 0 k 4" poured concrete slab 0 o I I N 0 I 1 1 I on compacted granular fill. N J ' o 1 TYP EXT.WALL M o i ; i cv ' ' N N 1 Pitch slab N co coo N '/ /ft to garrage doors. N 1 N LU I I 1 1 (2)ANCHOR BOLTS ; ; ; I i �, 0 SILL PLATE IN EACH CS-PORTAL ' I 1 FRAME WALL ABOVE ; ' ' ' W Cl) SECTION-SEE ; ; I I I 0 Q DETAIL 3 ON PG 2 ; I W W TYPICAL ANCHOR BOLT -R403.1.6 ' ' drop top of concrete ; `- ------- - -� MAXIMUM SPACING: 1/2" 72"O.C. >: ,. •' � ' ' -------------------- --- ' L]- � U @ as required for garage , - W W EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. a CV ' ' doors I ' 2 BOLTS PER PLATE AND HOLD AT LEAST -------------------------- ------------�_--___------ ---------� -- I 1 i 'I=6"X-S" 2X8 DECK LEDGER � � � ONE BOLT-12"MAX AND 3-1/2"MIN OFF SEE DIET ON DWG 2 I DECK LATERAL HOEDOWNS ENDS OF PLATES. SIMPSON DTT1Z w/(6)SD#9 _ 24"OF EONE WITHIN ACH END AND TWO TYP.CONC. FOUNDATION .. . , , �p _ I �- SPACED EQUALLY ALONG DECK I N I m REFER TO DETAILS ON DWG-2 1 1 1 1 ANCHOR BOLT DETAIL - ' ' 2 2x10 Treated Girder ' ' ' . ' 2-2x10 Treated Girder ' 1 I 1 I. 1 , , cV ' •-------------------------------- -------------- ----------- - . - . . - . . - . - - - . �� .��. � � . �■. .� , SCALE: 1l2"= 1'-0" 1 r, — — — — — — — — •------------------------------------------------------------------- 'FYR COVERED (2)ANCHOR BOLTS PORCH FOOTING IN EACH PORTAL SEE DETAIL-14 N FRAME WALL ABOVE SECTION-SEE ON DWG-2 DETAIL 3 ON PG 2 A U rA a ~ 22'-011 28'-111 I"'y Fr-•� � z TYPICAL FOUNDATION - 9'4' WALLS � ­4 M O n IN ACCORDANCE WITH CHAPTER 4 50-11 � ►-r'+ � � 8 CAST-IN-PLACE WALL WITH U b " OC .� HORIZONTAL REBAR: PER TABLE R404.1.2(1) ® � x o Greater than 8 foot Wall Height: One # 4 bar within 9'-0" FOUNDATION WALL a/ o �, TYPICALANCHOR BOLT -R403.1.6 � 12 Inches of the top of wall and One #4 bar near MAXIMUM SPACING:1/2"@ 72"O.C.EMBEDMENT OF 7"WITH kn the third points in the wall story. FOUNDATION PLAN NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST Ap VERTICAL REBAR: PER TABLE R404.1.2(8) " ' „ ONE BOLT-12"MAX AND 3-112"MIN OFF ENDS OF PLATES. �-F+S J #5 @ 41 inches on center. g on , G ** 1. Walls 24 inches total length or shorter connecting offset braced wall SCALE: 1 /4 - -O panels shall be anchored to the foundation with not fewer than one anchor bolt �a��ati ON 16" x 8" CAST-IN-PLACE CONT" WALL FOOTING, TYPICAL ANCHOR BOLT -R403.1.6 located in the center third of the plate section and shall be attached to adjacent �N ' 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE MAXIMUM SPACING: 1/2"@ 72"O.C. braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) EMBEDMENT OF 7"WITH NUT&WASHER. * I SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND 2 BOLTS PER PLATE AND HOLD AT LEAST 2. Connection of walls 12 inches total length or shorter connecting offset braced wall panels to the foundation without anchor bolts shall be permitted. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP ONE BOLT-AT MAX AND 3-1/2"MIN OFF The wall shall be attached to adjacent braced wall panels at corners as shown in ENDS OF PLATES. 1 P � � 9U1U Q• FOOTINGS 1 V TO 2H . Item 9 of Table R602.3(1). (Fastening Schedule) '�j• F F NE`M GUARD RAIL NOTE: CODE COMPLIANCE STATEMENTS: Porches,balconies or raise9d floor 4 x 4 RAILING POSTS WITH surfaces located more tham 30 inches NOTE:GLAZING HAZARDOUS LOCATION:R308.4 1. The windows selected for this project shall rmeet 2 x 4 RAILING CAP+STAINLESS above the floor or grade beelow shall INCLUDING BUT LIMITED TO THE FOLLOWING: CABLES AT 3.5"O.C.VERTICAL have a railing not less tham 36 inches the egress requirements of R310. in height. Railings shall ha3ve Top rails and SAFETY GLAZING(TEMPERED GLASS)IS REQUIRED 2. All windows shall meet Section R308 Glazing and • Balusters and Bottom rails that are AT GLAZING IN A BUILDING WALL ENCLOSING 5/44 IPE DECK BOARDS NO MORE THAN 4 INCHE=S APART. BATHTUBS AND SHOWERS WHERE THE R308.4 Hazardous locations. EXCEPT:the traingular opeenings formed BOTTOM EDGE OF THE GLAZING IS LESS 3. Windows were required shall meet the Wln(dow Fall INGLE PLY EPDM by the riser,tread and bottcom rail of the THAN 60 INCHES ABOVE A STANDING q MEMBRANCE ROOFING Guard rail at the open side;of a stairway SURFACE AND DRAIN INLET. protection requirement R312.2. are premitted to be of suchi a size that a 4. Bathroom windows shall meet the hazardous 3/4"PLYWOOD+ WET SURFACES:R308.4.5 6 inch sphere cannot pass through. glazing requirements as per R308.4 SCREWED TO JOISTS Open sides of stairs with a i total rise of GLAZING IN WALLS,ENCLOSURES CONTAINING g g q 1"/FT. PITCH more than 30 inches abovee the floor or WHIRLPOOL,BATH TUBS,SHOWERS, 5. Stairs, landings, railings & guards shall corrnply 4 EDGE FLASHING AS REQUIRED SWIMMING POOLS, HOT TUBS WHERE THE BOTTOM O grade below shall have guEards not less EDGE OF THE GLASS IS LESS THAN 60" with R311 & R312 than 34 inches in heightmeeasured R312.2 WINDOW FALL PROTECTION NOTE: MEASURED VERTICALLYABOVE ANY STANDING OR 6. Outside lighting shall I with RE 3803.3 vertically from the nosing ocf the treads. WALKING SURFACE SHALL BE CLASSIFIED AS g g comply y W 7. Stairway illumination shall comply with R30.3.67 TOP OF THE WINDOW SILL SHALL HAZARDOUS LOCATION. Y p Y EDGE FLASHING AS REQUIRED STAIR HANDRAILL NOTE: BE A MINIMUM OF 24"ABOVE THE FINISHED R308.3.1 IMPACT TEST:PER TABLE R308.3.1(1)AND R308.3.1(2) and R303.8 FLOOR AND GREATER THAN 72"ABOVE THE 1 X FASCIA(TRIMMED) `� 8. Fireblocking shall comply with R302.11 thru R302.11.2 TAPERED SLEEPERS AS Provide Handrail on at leasst one side FINISHED GRADE OR OTHER SURFACES EXCEPTION:GLAZING THAT IS MORE THEN 60" 9. Draftstopping shall conform to R302.12 thrtu R302.12.1 Q of each continuous run of Ureads or flight BELOW ON THE EXTERIOR SIDE OF THE MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, es 10. Flame read and smoke-developed with FOUR OR MORE RIS6ERS. BUILDING. SHALL COMPLYAS FOLLOWS: FROM THE WATERS EDGE p ped index fr'or walls H 1'-91/„ Handrail Height measured i above and ceilings shall compy with R302.9 thru R:302.9.4 a IMPSON JOIST HANGER AT stair tread nosing,shall notit be less than SAFETY GLAZING IS REQUIRED ADJACENT TO smoke-develo e read and 11. Flames H2.5A EACH DECK JOIST 34 inches and not more thaan 38 inches. R312.2.2 WINDOW OPENING CONTROL DEVICES: STAIRWAYS,LANDINGS, AND RAMPS WITHIN p p d index f(Or W All Handrails shall be contirinuous the full WINDOW OPENING CONTROL DEVICE SHALL 36 INCHES HORIZONTALLY OF WALKING SURFACE insulation shall compy with R302.10 thru R3102.10.5 length of the stair from a coint direct) OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM 11. Recessed lighting fixtures rated for 2 X 10 LEDGER BOARD p y COMPLY WITH ASTM F 2000. THE OPENING above the top riser of a flighht to a point TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN g g SECURED TO HOUSE directly above the lowest ri:iserof the flight. DEVICE AFTER OPERATION TO RELEASE THE EXPOSED SURFACE OF GLASS IS LESS THAN membrane penetration shall meet ASTM Ell 19 WITH 0.22"X 4"STRONG-DRIVE SDWS ' Handrails adjacent to a walill shall have a DEVICE SHALL ALLOW THE WINDOW TO 60 INCHES ABOVE THE NOSE OF THE TREAD TIMBER SCREWS, DOUBLE BARRIER space of not be less than 11-1/2 inches FULLY OPEN TO MEET THE CLEAR OPENING OR WALKING SURFACE, and Flre Stopping as per ASTM E814 or UL 1479 ►'_�+ I COATING#SDWS2240ODB between the wall and the hoandrail. AS REQUIRE TO MEET EGRESS R310.2.1 12. Exterior Decks shall comply with R507. (3)SCREWS PER STUD see IRC code for exceptionns.Refer to IRC Code for grip size speocifications. �-1 FLAT ROOF DECK DETAIL 22'-0" T-6" T-6" 18'-6" O 40'-9" ---------------------- FRAMER TO VERIFY CENTERLINE OF --------- --------- WINDOW OVER KITCHEN SINK WITH O ----------- --------- --------- KITCHEN LAYOUT PLAN PROVIDED INSULATED SOLID CORZE BY BUILDER. STEEL DOOR,OR 20 MINUTE FIRE RATED)DOOR. EGRESS TW3046 2 i--( TEMP GL A31 TEMP GL TW2846 EACH WEATHER STRIPPPED ' _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y W/SELF CLOSING DEVIIICE. TW3032 `� TW3052-2 ^ �/•� I II X alAi_ ' 2 2X10 - 2-2X8 I iMnstalHasN eirCode�ha ter 12-22 2.8 p p , , , (2)1 3/4"x 9-114"LVL (2)1-3/4"x 9-1/4"LVL 14'-l" 2'-0'/z' 5'0" 8'-0" 3'/II 9'4'/2" mechanical contractor to verify E H NI 'AL6'_2+/z" T-8" I o ' 12'-0" ' 26'-8'/2" 2'-0" 51/z" 3Yz' 0 5' size of room prior to installation of 5'/z 3Y2' �___:_" E o equipment and notify GC of Adjustments. PROPANE I I �/ ° ° y I o u c I Provide 5/8"fire rated wallboard on - l l o in ° interior of Mech.Room side and o c L m 2 o �-2 t ° FAN r FAN a ' KITCHEN ' 0, a_ 0 0_ 0 _ ° ° `° =._ E 0 0 ;v I /z"fire rated wallboard on opposite O o ,� c L ° I o m, �, E) side.Provide a Non-combustable floor N I ' 9'0"CLG HT I 't' o � L o ° m W c and Insulate walls common with heated _ ( co 0 u 1 rm .L B t ° r o u~i w I areas. Provide air from outdoors thru M I I c o 0 0 o o rn o 0 o W O I louvres according to Part V-Mechanical o 0 0 ° o. iv 0 rn iv CV CV Chapter 12 of the NYS Code. m 2 ° m._ v ° 3 f-(n 0 U_ 7 LL U C a U N 1.o » j 0-y� o w o U' _ P VENT CLOTHES DFRYER o ( m._ '( I � o! -u g I DIRECT VENT IN ACCORDANCE WVITH W I I J in FAMILY o o 15 o o a u m 'D�t I C 5 3 L C'C N 3 U o W 0 CHAPTER 15-CLOTHES I i . umz g ° X U HEATING SYSTEM iV rn ROOIUI O N X N '3" N INSTALL IN COMPLIANCE i� , 9'4'CLG HT p QO w n� c `� o a `o o Bedroom #4 WALK-IN U l DYERS EXHAUST. I I U3 0 0 m � c m L 8'-0"CLG HT CLOSET N O (O -7 U C X v I W/RESIDENTIAL,ENERGY X N &MECHANICAL CODE �+ io I 0 UL LISTED GAS r N o m t= E m o N m x 5 8'0"CLG HT I D I i' ?'o•� c B= y� =0 ;n I X 0 Of 0 n moc".o mr- (0tn w N O x8 Rafters oc ( � 0 0 0 ' PRE-FAB FIREPLACE � _Z o -� J ' U_ GLASS DOORS& a�i a E.� m �Lo y MAINTAIN REQUIRED SEPARATION I tL N I HEARTH EXTENSION H c°i w m T H m E 2 o a DISTANCE FROM ALL HEAT `�' N N 2'-4" I PRODUCING EQUIPMENT TO MUD I I X ' AS PER RESIDENTAIL COMBUSTIBLE MATERIALAS PER OOM `" I CODE-CHAPTER 10 2'-4" ; MANUFACTURER'S SPECIFICATIONS - ' I O VENT TO EXTERIOR 6" ;2'-0" 3'-4" HALL N O ' I AND LATEST MECHANICAL CODE. ° "T I CD o 130"z22"hZO� SEAL&INSULA E o ( N `D ; I I FAN I PLUMBING ' ATTIC STAIR PER I co `� ' , a Mechanical Systems o ® ' _ I co , cd .min:y)tfc I a = r I 'acc'bss`. ' SECT. 1102.2.4 rn , Cl) DROP r THE MECHANICAL-HVAC SYSTEMS I ______`: SEE DET ON DWG-3 I D ' S , W N o ( iv ' LL , O I x SHALL BE DESIGNED AND INSTALLED cv FAN I T 2'_6„ I , N i IN ACCORDANCE WITH PART-V 4-8 I ' ® , "' MECHANICAL OF THE CODE I, 3-2x4 (3)1-314"x 11-1/4"LVL 3-2x4 2'-6" I (4)1-3/4"x 11-1/4"LVL- - - - - to - - - 113-2x4 t��Z -a 5-2x4 5-2x6 �/ , 2x12 RIDGE I co- M INS BATT CRAWL ACCESS PER r- in ' min)rQ4nf ' I SEAL&INSULATE ' - iv ___ _____ INSULATIO I•�A � :� I \ � 1102.2.4 F® ------ I C - - - - I „ - SEE DET ON DWG-3 1 I _ I ----" ---------- INSULATED SOLID CORE _-___--it , S /\� c I I I N - - l 0 9 1 0 2-10Yz' I o V-21W O W I STEEL DOOR,OR u 3'/ 0 3/z bearing o I , J 0 0 0 I 20-MINUTE FIRE RATED DOOR. 2'-4" I 3'-1" wall I W o 0 0 "Of _ = EACH WEATHER STRIPPED a 3v2 -"---- , N Bedroom)#1 Z to zo ;o ; , QeC Ce6i 1 V I ----- tt I I � W/SELF CLOSING DEVICE. W I N I VAULTED OILING I N r- � ; � GARAGE � � 11'-1" I- co 10'-0" I = X 7 ' I ' LL DWELLING GARAGE on 'n z - o --- --- o O 0 /� ' � Cn �' �- I j SEPARATION IN f- a~¢ I-O Cn Cn N W I I I rn I b0 Z `� I J ACCORDANCE WITH `n o m g DINING O r Q N, Bedroom #3 / \ cMv 01�, I ' TABLE R302.6 �?Cl) CD J O I -' - JO ' O Z ° _______ I U U SEE DWG-1 FOR TABLE Ir- ROOM ___ __ LL 8'0"CLG HT o m ° ' o� I ' 00 aXo CO "t I I INSULATE WALLS z '�' o' LIVING W CA � ---- I ,�� ifs I X N X X , X _' O N o 9' 0"CLG HT cn � CO , rn N N , , COMMON WITH LIVING 7 � OJ -------- � of ROOM "2 0 Q d�o 1 LL �c�v %% i ( C'? AREA. 4 ' _ I N W W \ BEARING .n I I I N NWIR X 9'-0"CLG HT U) W.I ---- ----- Q ' WALL rnw - ---- I / \ ; - - -------' I `✓ PROVIDE: HEAT I -- - I �" t1 _____ ' I I DETECTOR PERR314.2.1 W W I / < moo' I / \ ti N 42x4 - - - - (3)13/4"x18_LVLIl- - - - - - - - - - - - - I o (� Q' (jj .� of of zg ' 2x raftes 6"oc I I M ------ ------ ---- I o1 dr. J J i 1 I N W O Bedroom #2 ' 2x4 collar ti s @ 48"oc ' I ' I ' DECK LA1rERAL HOEDOWN } I % N U� ,� g @ 0 0 i � ( SIMPSONI DTT2Z w/(8) o X 2x6 CI Jsts 16"oc 10'6" I J 00 0 0 I J . � 1/4"X 1-ld2"SIDS SCREWS x N 8'-0"CLG HT _ - U_ I \ N `D / \ I W ifl cD ao I ' J I , 3 ONE WITFHIN 24"OF EACH ND 2 x 0 ra e?rs 16"oc ; ' I Q `- `t o v AND TWO)SPACED EQUALL I / 2X10 CEILIN JOISTS 16"oc\ I ' n' I I ' I c ALONG DIECK REFER TO @ 12'-2" 2'-0" 12'-10'/�' I d J cn u� I , `r , DETAILS(ON DWG-2 I 2x4 COLLA TIES @ 48"oc I � N L I z0 (2)1-314"x 9 1/4"LVL 3 2x101 (2)1 3/4"x 9 1/4"LVL 3 2X10 3'/� , ' . co a cq m \ -- - -- - --- I x I °D Z N N _ail . Ico I x LINE OF ¢g - --- - ----- -- 11'-11" I N �T EXTERIOR U) 00 U U I ' "� WALL ABOVE O o _ rvvjub2- N'rl 2 2X10 - - - - - - - - - -- - - I 2 2X10 I X N N N I I N o ? U - - - - - -tL - - ------------- (.0 0 - e I I 0 EGRESS TW304110 2 .1 '-'''- - cxv o E-••{ I 00F DECK N I Ir N W W N r 1 in in v `O "' 21'-5" ►- le r 3-2X10 3-2 10 'J•� 2-2x10 3-2x4 < _ Z ' 2-2x10 -- - --- ---- -- - � � V .-� 31 M TW3052 TW3052 _ _ _ _ _ _ _ _ _ &- _ _ _________ _ _ _ x6 COMPOSITE M - - - - - - - STRUCTURAL -C� I 6'0" 10'-0" 6'-0" LINE OF DECK ABOVE = __ _________ LINE OF DECK ABOVE PORCH POST 3 C+ O 12'8"' 14'-5'/2' 13'-7'/" 8'-4Y," 8'-10Y;'22'-0' 5'-6/ O 54 ® x r+ 40'9° WINDOWS, EXTERIOR FRENCH & SLIDING DRS �j I t Plans indicates ANDERSEN series 400 Tilit Wash 50'-l" - - 2. Model Numbers and shall be In accordance with R609 13 AI�C� 8'-0" PLATE HEIGHT To be designed & installed as per manufacturers specification for 130 ultimate design wind speed 9'-0" PLATE HEIGHT [NY]915.3.3 Residential Buildings and Commercial Buildings A 2ND FLOOR PLAN and Table 301.2(2), 301.2(3) 1ST FLOOR PLAN A With an Attached Motor Vehicle Related Occupancy �, " �► 7 n I n Provide HP LOW-E4 glass; U = .30 SHGC = .30 SC,4LE; I/,c� e I _� 9 I I �� - � �� 7 Carbon monoxide detection shall be installed in a central or otherwise approved * � ,, I � Smoke Detector w EGRESS: shall meet R 310 S SCALE: 1/4 - 1 -0 location in each occupiable space in a commercial building and within 10 feet of c WINDOW FALL PROTECTION: shall meet R312.2 Carbon Monoxide Detector the entrance to sleeping areas and sleeping units in residential buildings AREA SCHEDULE Substitutions made upon meeting Code. SO Refer to DWG-1 General Notes AREA SCHEDULE and commercial buildings that: 0 Q�so cY y0 See page one general notes for additional NAME AREA 1. Have a communicating opening with an attached motor vehicle related occupancy, N NAME AREA ' In accordance with Section 915 of the g p g p y' � OF E code requirements. 2020 IFC R314 R315 of the Residential FIRST FLOOR AREA 1365.4 s ft. 2. Share one or more common walls with an attached motor vehicle related occupancy,or SECOND FLOOR AREA 1477.o sq ft. code IF NYS q 3. Are located one story above or below a motor vehicle related occupancy. GARAGE AREA 517.8 sq ft._J I --pu Ridge Vent TOP OF ROOF — Ridge Vent ASPHALT SHINGLES _ V W Tokof Plate _ — — _ — Top of Plate Ridge Vent — M� LI-Id Q _ ;o et cp �a LL IIE111 (D ASPHALT SHINGLES Top of Subfloor_ — _ — ijbp of Subfloor ToEof Plate _ — — _ ___Top of Plate VJ co owe �D Top of Subfloor_ — Top of Foundation — _ — 0 � c c 6 - o Ern I I I O I I ;521," � o � m c _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I — I �- I co .O C C Z Q O U O C f0 CO _ a) ° O O — -- — — — — — — — — I I �� Hwy 0 I� - - - _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - _ - - _ _ _ - - - _ _ - - - - - - - - - _ - _ - - - _ L. J L J L J L. J � � .� _T_= 1 _I _ � L .� �.�o °•� o `o �' moo � O. O_U 0.0 2 c ° > m b_-- ° ° U Q O c Vl 0 y L REAR ELEVATION RIGHT ELEVATION N N �� = - r L c - O : C n O U SCALE: 1 /4" = 1 '-0" � _� � � �cw .� C E O U C L v y m = c U D- y M Q� = aa) ca, o mcnEm moamioQw Hu In cc a' F F-- mEn=on Ridge Vent TOP OF ROOF TOP OF ROOF Ridge Vent 12 S 2 12 12 ASPHALT SHINGLES �8 12 12 12 d' N N W - F- O Q'To Z of Plate W U)Ridge Vent m 12 w di W 124 M U) Lug U dcn O 1 a0 N CD -- -- LO M V1 Top of Subfloor _ Top of Plate— _ cV U Top of Subfloor _ — _ --- t>A 0 Top of Foundation_ ® '--+ - J _ _ _ I - o . AI�Cy I I 1 1 O 1 1 I 1 1 .''' I I I I I - %W W J I I CI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Top of Footing - -- - - — - — co C1 — — — — — — — — — — — — — — — — — — — — — —1 — ' — — — — — — I — ' — — — — — I — I — — — — — I I — 1l M a' N L J L L _I. _l. L L _ I _ � I _ J r' I e LEFT ELEVATION FRONT ELEVATION F490Z� 1� kl_ °'�"SCALE: 1 /4" = 1 '-0" �" SCALE: 1 /4" = 1 '-011 R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF CONTINUOUS RIDGE VENT NORMAL LIN DERLAYM ENT AND EXTEND FROM THE LOWEST EDGES OF RIDGE BOARD TYPICAL ROOF CONSTRUCTION ALL ROOF SURFACES TO A POINT NOT Class A Asphalt Roof Shingles w/ LESS THAN 24 INCHES INSIDE THE fasteners per manufacturers specification EXTERIOR WALL LINE OF THE BUILDING. and the NYS CODE. ON ROOFS WITH SLOPE EQUAL OR GREATER Underlayment as per section R905.11 & THAN 8/12,THE ICE BARRIER SHALLALSO BE installed per Table R905.1.1(1) APPLIED NOT LESS THAN 36"MEASURED ALONG 12 R802.4.6 COLLAR TIES Ice&Water barrier as per section R905.1.2 THE ROOF SLOPE FROM THE EAVE EDGE OF THE (Note: Double undedayment is required BUILDING 8 SHALL BE NAILED with 4-10d for Roof slopes between 2 on 12 and 4 on 12) BOX NAILS IN ACCORDANCE Framing As per plans with 1/2"exterior grade WITH FASTENING SCHEDULE span rated structural plywood Sheathing, Nail to framing in accordance Fastener Schedules&Strapping per detail sheet(s). 2x4 CT @ 48"oc 12 Flashing per R905.2.8 W � 8 RAFTER/CEILING JOIST HEEL JOINT CONNECTION rT, SHALL BE NAILED h+� UNINHABITABLE ATTIC TOGETHER IN ACCORDANCE WITH LIMITED STORAGE WITH TABLE R802.5.2 R806.3i (SEE DWG-1 FOR TABLE) h--� MIN.1""AIR GAP WITH SIMPSON H2AAT EACH BETWON INSULATION R-30 BATT RAFTER TO STUD. AND SliHEATHING INSULATION Top of Plate r l' R802.5.2.1 LAPPED JOIST 1~—I ® ® ® ® LAPPED NOT LESS THAN 3". SHALL BE NAILED 16d COMMON NAILS IN ACCORDANCE WITH TABLE R802.5.2 ON DWG-1 0 �I �I R-21 BATT BATHROOM l INSULATION �I BEDROOM #2 Q Top of Subflloor 2X12 FLOOR JOISTS c+ Pilate Top_ of =p p R-21 BATT WRAP HEADER IN , r INSULATION 1� ^ O AZEK BOARDS (rh O VINYL SOFFIT ON FURRING STRIPS"--' SOLAR ENERGY SYSTEMS CHAPTER 23 & (R32� DINING ROOM FAMILY COVERED PORCH ROOM m c w c m SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE Top of Subflloor a°, o E E WITH CHAPTER 23 AND THE FIRE CODE OF NYS. - -- ---------- — - - — - — m rn a f0 o ROOF PLAN SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. L E t' T•o o _ PANELS SHALL BE LISTED AND LABELED PER UL 1703. _ _ _ Top of Foundaltion o= 0,8 5 o w 6 SCALE: 3/16„ - 1,-0„ 41U SOLAR READY ZONE: `.� CRAWL SPACE _ •.� 3 N IN ACCORDANCE WITH APPENDIX T 5 R 30 BATT o D Z.�c o E o o THE TOTAL SOLAR-READY ZONE AREA SHALL BE INSULATION 2"CONCRETE SLAB ON fV LVL GIRDER d ` o`a °Y N T 2 x m Y 4"BASE COURSE OF CLEAN c > 1 - o NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ch _ aa'i s 0 3 t •� 3 0 3 ACCESS OR SET BACK AREAS AS REQUIRED BY GRADED GRAVEL OR SAND. o a c o t o m THE INTERNATIONAL FIRE CODE. e; _. e; C) Q O V N O C a U _ «. n Non ROOF AREA ORIENTATION SHALL BE BETWEEN Top of Foolting W �' Co o o 110-270 DEGREES OF TRUE NORTH. L a �a a � 3— 6 MIL VAPOR BARRIER. CONSTRUCTION DOCUMENTATION s a E R co �' — TYP. DECK LEDGER m •c Q ( u o w N CERTIFICATE REQUIRED PER T103.10 2 E'D f0 2 L v�:3 =U c nSEE DETAILS ° �� L �SECTION - A ON -2 � E .Eoii VENTS: SCALE: 1 /411 = 1 '-011 OPEN VENT ROOF PIPES SHALOLN TYPICAL SOFFIT CONSTRUCTION. EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE 2" overhangs-typical ROOF jL 4"VTR ANTICIPATED SNOW ACCUMULATION. 6" Wood fascia & 6" Wood rake boards. P3103.2 FROST CLOSURE: INSULATION SCHEDULE Trim in aluminum or use "azek" or equal WHERE THE 97.5%VALUE FOR shall comply with 2018 IECC Metal drip edge per R905.2.8.5 2„ 2" OUT-SIDE DESIGN TEMP IS 0 DEG F Fully Vented Vinyl Soffits OR LESS.VENT EXTENSION THROUGH Location R-value Thickness A ROOF OR WALL SHALL NOT BE LESS 3„ THAN 3"IN DIAMETER. ANY INCREASE Flat Clg * R-38c 10-1/4" TYPICAL EXTERIOR WALL 3" 3' 3' IN SIZE OF THE VENT SHALL BE MADE Vaulted CI R-30c 8-1/4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" NOT LESS ENVELOPE INSIDE THE BUILDING. FIOOr Unheated s ace R-30c 8-1/4" 2 x 6 Doug-Fir Wood Studs @ 16" oc. ( space) Double top Plate and Single Sole Plate. �- 1 1/2" T2 2" 2"7 Floor(outside air) R-30c 8-1/4" 1/2" exterior Grade - Span Rated o 0 2" 01 2" Floor(above garage) R-38c 10-1/4" Continuous Structural OSB Sheathing. `� W 2 ND FL. 3" Exterior 2x6 walls R-21 5-1/2" z Fastened per Fastener schedule. 2" 3" 2" 3„ 3" fj 2" J 3" 2° Exterior 2x4 walls R-15 3-1/2" + tyvec House Wrap or equal. w 3" 3" R-4 Exterior Foam Insulation Vinyl or composite Siding as per clients selection 00 o Q 3„ air seal walls to pass 3 air changes per hour installed per manuf specs and NYS code. W 2" 2" Above grade attic walls R-15 3-1/2" Cont. load path strapping installed in accordance a > Q Foundation Walls R-11 Draped over walls with drawings. Provide Fire Blocking in accordance W � 0 ( in lieu of insulating basement ceiling) with R302.11 & R302.11.1 and CO 2" 1 i/2" 3" 1 1/2" 1 ill" Foundation Rim Joist: R-13 - 2" closed cell spray foam Draftsto pp'in WASHER Dw g per R302.12 & R302.12.1 2„ All Glazing U = .30 SCGH: .30 Doors-less than 50% glazing U = .40 TYPICAL FLOOR CONSTRUCTION 1 ST'FL. Door-more than 50% glazing U = .30 SCGH: .30 3/4" Plywood Span Rated Subfloor, FAI 3 ATTACHED CONNECTOIR * Glued and Nailed in 3" TO I-JOIST W/MINIMUN/I If part or the entire attic will be decked over with plywood, accordance with the fastener schedule. 3„ TYP. EXTERIOR WALL OF(19)8d NAILS the ceiling joists must be deep enough in order to fit the Floor joists and Bridging as per Code. 4" CO co batt insulation so that it is not compressed. If not then INIMUM 2X6 @ 26"ATTACHED Clg Jsts will have to be built up or upgraded to the next size. TYPICAL FOUNDATION CONSTRUCTION CONNECT TO A NEW ALL THRESHOLD CAREFULLY FLASHED jT,0 JOIST WEB W/(16)110d NAILS in accordance with chapter 4 W N AND CAULKED TO PREVENT AND CLINCH Other Specifications: 3000 psi Air Entrained cast-in-place concrete °1 SUFFOLK COUNTY DEPT. PLUMBING RISER DIAGRAM p p E—+ WATER INTRUSION 36" • Windows: Us 0.30, SHGCs 0.30 wall on cast-in-place Concrete Wall Footing per A' OF HEALTH APPROVED NOT TO SCALE • z 100% high efficient lighting CFL's or LED's rn g Y 9 9 ( ) R403. refer to Foundation Plan for footing size & Q+ SANITARY S>YSTEM CONTINUOUS FLASHING g n, 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 • s 3 air changes per hour thickness. Concrete Horizontal and Vertical w 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS EXTENDED PAST • Z All EnergyStara appliances Z MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 JOIST HANGER pp Reinforcement per Chapter 4. & gen note #6. E"� H '� ..� ct GALV. DECK HANGER Damproofing per R406. 2- 2x6 approved M � R403.6 Mechanical ventilation shall be provided that treated Sill Plates, Sill Seal And Termite shield per ; o C meets the requirements of section M1507 Section R318. Anchor bolts per Foundation Plan U o10 and R403.1.6 ® � x R403.7 Heating and cooling equipment shall be o SIMPSON DTT2Z @ MIN OF sized in accordance with ACCA manual J by a INTERIOR WALL FINISH 2X LEDGER; ONE SIZE GREATER 4 LOCATIONS, SPACED EQUALLY' certified third party rater. Provide 1/2" Gypsum Wall Board on ceilings RED�A& ' O � .�• C THAN JOIST AND NO GREATER WITH ONE WITHIN 24"OF EACH and walls except basement walls & clgs - unless �5 THAN THE DEPTH OF BAND JOIST END OF THE LEDGER. noted. Min 1/2" Moisture Resistant Wall Board on LAG BOLTED TO BAND JOIST WITH Ceiling and all walls in Bathrooms (humid areas) 1/2"DIA. HOT DIPPED GALV. EXTERIOR DECK LATERAL LOAD CONNECTION @ ENGINEERED JOISTS and 5/8" cement board on walls and ceilings in wet areas. LAG SCREWS AT 16"O.C. Provide 5/8" Fire Rated gypsum wall Board on walls f " and Gelling located as per code, manufacturers orso�o Q� requirements and drawings. �TFOF AG , COt1TIr1L10USL1'SHE4THED�� BRACED WALL PANEL PER PLAN BRZACED WALL LINE 1-1 1-2 1-A 1-B 2-1 2-2 2-A 2-B BRACING METHOD , CS-WSP CONTINUOUS SHEATHING TABLE R602.10.4 page 185 BR2ACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 j 33.166 33.166 42.1 42.1 29 29 32.75 32.75 HCLD- CS-P F CONTINUOUS SHEATHING n=T„='. - -�F- -` r De'`,I� V TABLE R602.10.5 page 187 MItNIMUM PANEL LENGTH(inches) 27" 27" 32" 24" 24" 24" 24" 24"DE CE E PORTAL FRAME F-•tE_ ';IRA.�'ED t':'i�LL P�.r IEL+':T EtJO OF 6R,CED:`:�.LL LJPJE DETAIL#3,DWG-2 E'.E IIF 2=.SCE=f.rLLLI'.E TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 12 12 15 15 6 6 6.5 6.5 END CONDITION 1 END CONDITION 2 rn,;-1+,L aus EC TABLE R602.10.3/2 Pa e 181 WIINDADJUSMENT FACTORS a,b,c GB GYPSUM BOARD e- _e- , 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 BRACED WALL NOTES: REFER TO DETAIS ON DWG-2 i 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 FOR HOLDOWNSLSTRAPPING,BRACED r WALL DIAGRAMS AND DWG-1 3. WALL HEIGHT .95 1 1 .95 .9 .9 ,9 .9 FOR NAILING SCHEDULE. ALL BRACED OE j WALL PANELS SHALL BE FULL-HEIGHT 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 SECTIONS OF WALL WITH NO VERTICAL ` OR HORIZONTAL OFFSETS. W .r r1.:07r .;.LL „r.+,: =1==re='ZE 5. ,ADDITIONAL HOLDOWNS BWL END CONDITION 3 END CONDITION 4" - - - - BRACE WALL LINE 6. GYPSUM BOARD OMITTED c '•.rr,__-s s-E=r-E_ REQUIREMENTS Return panel:24"for b,aced bra" Imes sheathed wTh 7. GYPSUM BOARD FASTENING � v:+cod structural panes I-s-� 32"for braced wal' !ines sheathed wah 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) r structza'fiberboard 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 RESULT REQUIRED BRACED WALL LENGTH(FT) 12 12 15 15 11 11 12 12 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 Distance D: 24"for b-aced wa" lanes sheathed with 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE H / wood structura! panes TABLE R602.10.5 page 187 AD)JUSTED LENGTH 1.5 x ACTUAL (FT) SHALL BE OFFSET NOT MORE THAN 4 FEET. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 32"for braced wa" lines sheathed with THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. =1==T= A:E- struct'.ara!fiberboard PER PLAN BRtACING LENGTH PROVIDED (FT) 22.66 16 18 26.83 20 12 21 19.58 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH � �T CE.10E- •'.11._pa•,=L I I I I I END OF A BRACED WALL LINE END CONDITION b Hold-down 800 Ibs canacih,fastened to t'ie edge of the COMPLIANCE YE:S I NO Y Y Y Y Y Y Y Y 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL device: braced wa't pane!closest to the corner and to the foundation or f`cor framing be:c,�,, PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE ' R602.10.2.2 a. Linear interpolation sthall permitted For S1:1 inch=25.4 mm,1 foot=305 mm,ilb=4.45N b.The total adjustment tfactor is the product of all applicable adjustment factors, FIGURE R602.10.7 c.The adjustment factorr is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines END CONDITIONS FOR BRACED WALL LINES provided the bracing 1 amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. WITH CONTINUOUS SHEATHING ABBREVIATIONS; 63WL=BRACED WALL LINE, F--i BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION =W Qr o Qo � r� 4'-0" 42'-1" 1 4'-0" ' Wore 4'-0" � 32'-9" 4'-0" ¢ LU I ' I Q NOTE:HORIZONTAL BLOCKING MAY BE OMITTED m N AS PER THE WIND ADJUSTMENT FACTORS; CV I m 8'-33/a" 6'-4'/a' ' ITABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) j ' �_ I m CC] I coo o I , m o f `o a 12'4%" N I o0u =� UCOV �4T ' v �"Z `oJy mm CS-WSP I CS-WSP CS-WSP n CS-WSP CS-WSP CS-WSP CS-WSP C Ql O 0 0.fl O� to � 0 0 O U 0.2 N U CU V Y C O > O p, •,�. O U1 / ca CL cc U � 3oa�i �. >1 - y (0 C G c r � O I ' O O M U ' % O o o U g o = tnomLoE BWL 2-1 I BWL 2-1 I ' i U ��0oE _'- M� - - - - - - - cD -�-• - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - BWL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 0 0 ' I , m N c Q tLil C 6i C m o .L = to y f0 V t6 G(� N C) e� I ' I F- U to co 0- F•-• c E d=D m ' CA L c ciE m ma m u 0 m 0M-oc tcmo U I ' I I co II U) CL W � C/) W I ¢wo ICi i m0 L o N I / ��N I YALLI W I Lu I ' d- OZ)m I mUu� O I / O ❑ O M _ -- _-- I CD <u: / N W LUaW co N ' UtAJ ---------- % O cfl Q =Ww ------- I m¢~ cY) W diLU 00 0U) , ZZr� , --- - -- , _ CL > Q z¢r- I ------- I 0_ 1 I ----- -- a W LU (� of� I 51 N ---- - I LLiWw I ---- U) - / N r-0- ------- ZQ� I --- - -- 1 , I Ifl I /J -------------------- --------- IL / u � � I / ' ---------- -------- / I U I I I ' - - BWL 2-2 - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BWL 2-2 c� - I ' )'nCD CD o 0 U \ I BWL 1-2 I CS-PF CS-PF I CS-PF- W M- - .�o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 00 CS-WSP - - - - - - - - - - - PIP CS-WSP CS-WS ' Q CS_WSP CL ct iv 3'-1'/8" I �i Ix 3'-2" " I 3'-2 d I U G A cti ' 2'-10 3/16" I 4'-0" 32'-9" 4'-0" 2-10 3/16" CS-PF CS-PF ' NOTE:HORIZONTAL BLOCKING MAY BE OMITTED i 4-5 3116 , 1 AS PER THE WIND ADJUSTMENT FACTORS; ' 41-0" , 421-1" I 4,_O„ • 11 TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) 1 t oe 8 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN I Of 0 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" ,9TFOF'NE`1�y