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HomeMy WebLinkAbout51701-Z ho�a°�SO�lyo�o Town of Southold * P.O. Box 1179 0 53095 Main Rd a�rcQuM° Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46873 Date: 03/04/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 295 Grange Rd Southold, NY 11971 Sec/Block/Lot: 78.-1-4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/23/2025 Pursuant to which Building Permit No. 51701 and dated: 03/03/2025 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 a finished basement (with a bathroom, no bedrooms), front covered porch, rear deck, and an attached garage as applied for. The certificate is issued to: Next Gen Design Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-1853 11/3/2025 ELECTRICAL CERTIFICATE: 25-891 10/22/2025 PLUMBERS CERTIFICATION: Marianna August 10/30/2025 41V A ho ' ed i ture *of Sao o 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#: 51701 Date: 03/03/2025 Permission is hereby granted to: Friedman Henry P Liv Trust PO BOX 1868 Apopka, FL 32712 To: Construct a new single-family dwelling as applied for per SCHD. Premises Located at: 295 Grange Rd, Southold, NY 11971 SCTIVI#78.4-4 Pursuant to application dated 01/23/2025 and approved by the Building Inspector. To expire on 03/03/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,803.50 CO Single Family Dwelling-New $100.00 Total $2,903.50 Building Inspector East End Inspection Agency, LLC 7'� �} P.O. Box 35 � iiEEI East Quogue, New York, 11942 i (631) 594-2272 Fax (631) 594-2598 G Nov - 3 2025 1 L•''. office@eastendinspectionagency.com ' East End Inspection Agency CERTIFICATE OF IMI& rCdt"COMPLIANCE This Certificate of Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant and not after the final inspection date listed. Owner: Marianna August Date: October 22, 2025 Address: 170 S Penataquit Av Certificate No: 25-891 Bayshore, NY 11706 Location of Properly Inspected, 295 Grange Rd, Southold, NY 11971 STCM Dist 1000 Section: 078 Block: 01 Lot: 004 ' Permit Number 51701 [X] New [X] Residential [X] Basement [X] 1st Floor [X]2nd Floor [X] Garage [X] Service [X] Septic-Town of Southold did rough Fixture Outlets- 102 Switches-47 32 AFCl/Combo Outlets-81 1-Septic System 1-Septic System GFCI Receptacles- 11 Gas Heat- 1-3 Frac Cook Tops- 1-40 Amp Dishwashers- 1-20 Amp Ranges- 1-Gas Special Rec. -5-20 Amp Washer- 1 20 Amp Dryer- 1-30 Amp 1 Heat Sensor Garage Smoke Det-8 CO Det-3 Hot Water Heat- 1-Gas AC Units-2-20 Amp/ 1-30 Amp Service Disconnect- 1 cb Meters- 1 Electric Service- 1-200 Amp Other Fixtures- 102 led Service Cond Size- 1 set 4/0 Aluminum Dimmers- 11 1-46-200 ACFI Breakers-29 Date of Roughing Inspection: 10/21/2025 Date of Final Inspection: 10/21/2025 The electrical work and /or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements at the time of inspection. Installer: Big Bear Electric License Number: 43841 ME 460 Carnation Rd Shirley , NY 11967 Electrical Inspector: --� _--�_ Edward Seltenrei Temporary Certificate of Wiring ................................................................................................................................................................................................................................................................................................................................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................................................................................................................................................. Location: 295 Grange Rd , Southold, NY 11971 Reference: Service Equipment Meter#: Issued To: Marianna August - Email: Installed By: Paul DeLucia 631.760.1997 Company Name: Big Bear Electrical Contracting Section: 078 Block: 01 Lot: 004 Building Certificate #: 25-100668 Electrical License #: ME- permit#:51701 43841 ® ❑ Change of Service ❑ Reconnect of Service Size: 200 A Phase: Single Phase ® Overhead ❑ Underground i �r An application is on file with this company. Upon applicant's notification that this installation is complete, our company will conduct a final inspection. *This verification is valid for 90 days from date posted. Authorized By: Inspector: Anthony Giordano p�..U.�lCAL wunuipui Date: May 22, 2025 APP O EI)�" '1 ... ....• -yo ... ... .�.;o`, VvJJ J <4 a t. y } .K Town Hall Annex T,elepfione(63'4)765-1802 54375 Main Road ` P.O. Box 1179 � z Southold, NY 11971-0959 I ; BAR 3 2026 o ® s BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. S 1 7 Q l Owner: m A R'A/VN 0 A �A U (Please print) Plumber: V i q- v N•�iV. H Qra+t %, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 3 0 day of 20 2S Notary Public, 5UICFblk County Kristina A Fuller Notary Public,State of New York No.01FU6357205 Qualified in Suffolk County My Commission Expires April 17,202 9 1 I 701 ho��OF S0l/lyO� - ----— # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ F UNDATION 1ST/ REBAR [ ] ROUGH PLBG. [7FOUNDATION'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: D&C uM6&,Jxz�! U& ail ",bmz- t0zeeiUc�, ec��o�'t Loca44e�i 5(/2v Ige-o( )v U eutl 04 ktvs � DATE INSPECTOR -- r �O�aOF SO(/l�°lo # # TOWN OF.SOUTH:OLD BUILDING DEPT. coul+,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR- [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [vi 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: 4.wo e, S!9:e—Pt2I�le— 2wiO't clocmAtpjallloyl py e, rld 1 l eo�q��2 coAAeA.oyNs tl eee� - -o Oe as eL-4L a� e� (:4"4- `. V• JOV s DATE .1,NSPECTOR pF SOGTyolo � ( TOWN OF SOUTH 06BUIL I �o G D l°u 631-765-1802 v INSPEC O [ ] FOUN ATION 1ST/REBAR [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS V 1 �O{n 7 S l � ` KTE INSPECTO OF SOUTH°�o # " TOWN OF SOUTHOLD BUILDING .DEPT. i'oorm 631-765-1802 : INSPECT'IO.N ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION/CAULKING [ ,,KFRAMING /STRAPPING" [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ..] '-FIRE SAFETY INSPECTION ] FIRE:RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Oc,J v t n s - DATE ANSPECTOR rjf so * . # TOWN OF SOUTHOLD BUILDING DEPT. Coulm, 631-765-1802 INSPECPON [ ] 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 [ ]. ENTAL MARKS- V AJ07(A*,-., Dv �V✓(� DATE INSPECTO SOUTyO� c9f5" 6-ru-6" ,� # * `TOWN OF:SOUTHOLD BUILDIA DEPT. 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: - 3 4ou6 DATE o�d� 'S ... INSPECTOR --9101 OF 50Ulyo -- - - ---- ------ h� # TOWN OF SOUTHOLD BUILDING DEPT. Ioorm��'',� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ NSULATION/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: l e e o{ - eY g& I I "ea-S oy s O verZA,111 1 n S u/aA A-L- \L Cam 1 (,i ote-Y CoUjgjg,4- 6 C OV&pea maV\ au)e4 d oo Lul I be DATE INSPECTOR L—• how*OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION { ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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 . REMARKSfix -, At , DATE INSPECTOR Energy Testing Services 2025 Combustion Safety Testing Form Certified Home Address: 295 Grange Road ,City: Southold Builder Name: Brian August Builder Tracking# Combustion Appliance Zone(CAZ)# of, Location of this CAZ:.Basement (Use additional forms if nror•e than one CAZ or if home has multiple heating systems or water healers) Date of Test: 10-16-2025 Outdoors Temp During Test: 55 °F 61T (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: Hetitl'ng System, Primary: Yes❑✓ No Q Type: Furnace[]Boiler Heat Pump Q Other r YenliirTyne.'r Dra 7la�c , E rcienc I'ue!Tvnc S n l i S►!!a%e CO Co., (Crrele'T e) (Pascal) M'orsr Case) (Natural) (Worst Case)• (Naturap..: Ratin��9•4 N❑P❑O❑E — _ _ _ MQ S ✓ NSA Pa. Pass]Fail� ✓Pass Fail❑ NSA PPM NIA PpM ❑ NQN0 _ � Watet•Heatet' Primary- Yes Tvae :St<iiidardTaitl<❑lndirect❑Tankless.❑ Size:.0.0 Style Common Vent 1-1 No Instantaneous mCo►ninercial'Er(5ee Note S below) (Gallons) a Stand Alone ❑✓ s I uel`T�nc' ' 1�enknr:Ti ne 3 Dra S llln Me S rll/n'c(Naturd p CO CO- C rcre�tc . (circle,TYPO,• (Pascal) (Worse Case). (Worse Case). (Natuml),`.. EF 0.95 N❑P❑✓ OaEJ] N❑MQS❑✓ N/A Pa. Pass ✓❑Fail❑ Pass2FailC N/APPM. N/A PPM Oven Oven is Electric or No Oven Exists 0 Oven Range Hood Vented to Outside Yes Q No❑ Oven CO 1 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency': Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Fuel Type: N =Natural Gas P=.Propane O=Oil E=Electric j 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.Styler: Commonly Vented withfl&ffiig S sicni or Stand Alone(independently Vented or:Or paned) s Water Heater Efficiency:: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NO If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater`I•ypiq 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: 10-16-2025 Home Energy Rating Certificate Rating Date: 2025-10-16 MAR Final Report Registry ID: 963641301 Ekotrope ID: dmal X1 kd HERS' Index Score: Annual .Savings Home* 295 •Eran-ge Rd 53Yo•ur homiftHERS score is a relative Southold, NY 11971 perfbirmance.score.Me.lowerthe numb the more energy efficient the home.To er, $3,988 Builder: 1earn more,Visit wwwhers14dex.-_otd, *Relative:toan average U.S.home •r an August Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 30.2 $1,719 2020 New York ECCC Code Cooling 0.6 $33 2018 International Energy Conservation Code Hot Water 13.1 $331 Lights/Appliances 21.8 $1,102 Service Charges $120 Generation(e.g.Solar) 0.0 $0 Total: 65.7 $3,306 HERS'Index Home Feature Summary: Rating Completed by: glp, X..E.V HomeType: Single family detached ISO Model: N/A Energy Rater Michael Caruso EmAng 140 Community. Single and Separate RESNET ID: 7960376 Homes M Conditioned Floor Area: 2,674 fe M Number of Bedrooms: 5 Rating Company. Energy Testing Services U0 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference Primary Heating System: Ai 5 Heat mp-Electric-9.4 PF2 631-244-2627 rce Heat Source rit. Home 100 'uo Primary Cooling System: r ourc: 90 Air I Pump.Electric-15 SEER2 PrimaryWater Heating: Residenti ater Heater-Propan -0.9 e Factor Rating Provider: Building Efficiency Resources .70 House Tightness: 1004 CF 0(1.21 ACH50) 0 PO Box 1769 Brevard,NC 28712 60 Ventilation: 132 CF - .2 Watts(De Exhaust Only 800-399-9620 Duct Leakage to Outside: Untest • Fo ThisHoone Above Grade Walls- R-19 �Wk 30 20 Ceiling: Vaulted Roof,R-30 -W Window Type: U-Value.0-28,SHGC_0.28 Zero E=n 0 Foundation Walls: R-14 Framed Floor N/A Michael Caruso,Certified Energy Rater Digitally signed:10/1 6/2S at 2:55 PM 0 ekotrope Ekotrope RATER-Version:5-0-23731 The Energy Rating Disclosure for this home is available from the Approved Rating Provider. 295.G'tah a Rd Southold .NY HERS'Index Score: Hating Date: Oct 16,)02S 53 HERS Registry ID: 963611301 Annual Estimates: Rating Co m I anys Electric(kWh): 14,124.6 EnergyTesting Services Propane(Gallons): 1924. Rating Provider'CO2(Tons): 4 3 Building EfficiencyResources Ratingg Provider Address: Approx.Energy Cost: $3,306 PQ 6ox 17.6.9 Brevard,NC 28712. Home Feature Summarj)h Hae en.ney Single66illy detached,5 bedrooms;2,674 ft2 iw Edning,' am Heating:9A HSPF2 Homes 130 �m Cooling:15.6 SEER2 rm Hot Water.0.95 Energy Factor Re/eree i< Home 100 co Air Leakage: eo 1004 CFM50(1.21 ACH50) Ventilation: w 132 CFM-46.2 W(Default) SD Exhaust Exhaust Only eo ThleHomo ,e Duct LTO:Untested Forced Air 70 Above Grade Walls:R-19 zaroEneom rgy 10 o Ceiling:Vaulted Roof,R-30 ejp11etLi1 �...e•.es Window:U:0.28•SHGC:0.28 Foundation Walls:R-14 4eke . . Pus reportdoLs not conslit - MIN '29 Grang e-.-. Rd. Southold, NY 11971 Builder:Brian August Model:N/A Community:Single and Separate THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY • ! Building Features Ceiling Vaulted Roof,R-30 Dud Supply R-6.0,Return R-6.0 Above Grade Walls R-19 Duct Leakage to Outside Untested Forced Air(Exempt) Foundation Walls R-14 Total Dud Leakage Untested(Exempt) Framed Floor N/A Heating Air Source Heat Pump-Electric-9.4 HSPF2 Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Source Heat Pump-Electric-15.6 SEER2 Infiltration 1004 CFM50(1.21 ACH50) Water Heating Residential Water Heater-Propane-0.95 Energy Factor Window U-Value:0.28,SHGC:0.28 Asa 3rd party extension of the code jurisdiction utilizing these reports,)certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Caruso Signature: ice+4 � Organization: EnergyTesting Services Digitally signed: 10/16/25 at 2.55 PM Ekotrope RATER-Version 5.0.2.3731 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. Foam Life Solution Inc. 1612 Locust Ave. Unit-E Bohemia NY, 11716. (631) 721-3323 Foam life2025gmail.com 5®LL9T0®N INC. Certificate of Installed Value 7/22/25 Customer: Job Address: Brian August Builder 295 Grange Rd. Cell: 516-234-8303 Southold, NY 11971 Email: Goodbizznezz@aol.com Description Job 1)Attic slopes. 10" open-cell foam insulation (R-38 Value) 2) 1 st-floor cathedral ceiling* 10" open cell foam insulation (R-38 value) 3) 1 st, 2nd-floor(2x6) exterior walls. 5.5"' open-cell foam insulation (R-21 value) 4) Basement exterior walls and seal plate*2" closed cell foam insulation (R-15 value) 5) Fire block in electric cables by code and window foam in doors and windows. Material Listed Below: I hereby certify that Foam Life Solutions Inc. I installed the following product. (INSULTAR SMARTSPF HFO CC) Medium Density Closed-Cell Foam Insulation. (INSULTARLIGHT OC) Light Density Open-Cell Foam Insulation. Orlando Ramirez Ortiz President Foam Life Solution Inc. Barnhardt Manufacturing Company s 6SP dba NCFI Polyurethanes PO Box 1628 Mount Airy, NC 27030 `� 800-346-8229 www.NCFI.com HFO: FOAMS Technical Data Sheet NCFI 11-036 Insu1StaeSmartSPFTM Spray Foam System DESCRIPTION: 11-036 InsulStar®SmartSPFTM is a two component, self-adhering, seamless, closed cell, spray applied polyurethane foam insulation system. This system has been formulated with highly insulating HFO as the blowing agent. The InsulStar®SmartSPFTM insulation system.is suitable for application on the exterior or interior side of Type I, II, III, IV, &V buildings and ABAA specified designs as well as other insulation applications. DISTINGUISHING CHARACTERISTICS: TYPICAL PHYSICAL PROPERTIES': • High R-Value 2 • ABAA Specified Product FASTM D162ree Rise 2ore Density .2 pcf • Moisture Vapor Retarder-Class II @ 1.3" • Low GWP Closed Cell Content >90% • High Yields ASTM D6226 • Class II Moisture Vapor Retarder @1.3" R-value @ 1" • Meets ASTM E84, FS <_25, SD 5450 @ 4" ASTM C518 7.1 • FEMA Flood Resistance -Class 5 • Air Perm @1/2"&75 Pa Water Resistive Barrier(AC71) @ 1" 0.02 perms ASTM E2178 . • Low VOC per CDPH Standard,V 1.2, 2017 • Passed NFPA 285 Moisture Vapor Perm 1.3 perms • Compliant with ASTM C1029, IAPMO ASTM E96 @ 1" ES1000, & ICC 1100 • Approved with DC315, No-Bum Plus ThB, Compressive Strength 28 psi .Flame Control 60-60A, and Staycell OneStep ASTM D1621 in lieu of a prescribed Thermal Barrier Tensile Strength 45 psi ASTM D1623 For proper use of this NCFI insulating material Bacterial & Fungal Growth No Growth p P 9 ASTM C1338 refer to the NCFI Application Information and any of the following codes or guides: Flammability Flame Spread 525 ASTM E84. @ 4 inches Smoke Dev 5450 • 2021 International Building Code Chapter 26 STC -ASTM E90 314 or Residential Code Section R316& R806 • NCFI Product Stewardship Manual OITC-ASTM E90 244 • UES Evaluation Report 667 Max Service Temperature 180°F • LIES Evaluation Report 340 'The above values are average values obtained from laboratory • API Fire .Safety Guidelines for Use of Rigid experiments and should serve only as guide lines. Polyurethane and Polyisocyanurate Foam 2 Insulation in Btaildin Construction AX230 Free rise core density should not be confused with overall density. g ( ) Overall densities are always higher than free rise core densities and • Go to: polyurethane.americanchemistry.com take into account skin formation,thickness of application, and find the"Products, Resources, and environmental conditions,etc. Documents Library"tab 3 See-page 4 for details. 4As measured in a 2"x 4"studwali assembly . Polyurethane products manufactured or produced from this liquid system may present a serious fire hazard if improperly used or allowed to remain exposed or unprotected. The character and magnitude of any such hazard will depend on a broad range of factors,which are controlled and influenced by the manufacturing and production process,by the mode of application or installation and by the function and usage of the particular product. Any flammability rating contained in this literature is not intended to reflect hazards presented by this or any other material under actual fire conditions These ratings are used solely to measure and describe the product's response to heat and flame under controlled laboratory con- ditions. Each person,firm or corporation engaged in the manufacture,production,application,installation or use of any polyurethane product should carefully determine whether there is a potential fire hazard associated with such product in a specific usage,and utilize all appropriate precautionary and safety measures. Pg 1 of 5 020223 w1w S RT �r SPF 11-036 Application Information HFO FOAMS R-Values* Thickness R-Value Moisture. Installation Limitations (inches) ff hr-ft2/Btu) Vapor Perm with a prescriptive Thermal Barrier 1 7.1 1.3 2 14 0.65 3 20 0.43 No limit for Thickness 3.5 23 0.37 in walls 4.5 30 0.29 No limit for 5.5 37 0.24 Thickness in ceilings/roof decks 6 40 0.22 7 47 0.19 8 53 0.16 9 60 0.14 *Note: As with all insulating materials,the R-value will vary with age and use conditions. **The 11-036 system has been tested and approved for applications without a prescriptive Thermal Barrier covering when coated with one of the following: DC315, No-Burn Plus ThBr, Flame Control 60-60A intumescent coating, or Staycell ONE STEP® 502 spray foam. The maximum foam thickness is limited in the wall or ceiling/ roof decks. Contact NCFI for specific limitations and coverage rates. Property Test Method Test Condition Result Infiltration @ 1 inch thickness Air ASTM E 2357 1.57,psf 0.0087 cfm/ft2 Barrier (ABAA Specified ASTM E 2178 Product) Exfiltration @ 1 inch thickness 1.57 psf 0.0000 Cfm/ft2 AATCC 127-98 @56.5 ft 1 inch thickness No failure Water Resistance ASTM E 331 6.24 psf 1 inch thickness No Penetration InsulStar®Smart SPFTM closed cell spray foam system is an approved Air and Water Resistive Barrier Evaluated Material per the Air Barrier Association of America (ABAA) and is certified per AC 71 as a Water Resistive Material when installed on the exterior side of walls. Exterior wall coverings of this spray foam system may be restricted. Contact NCFI for the current approvals. P O L Y U.N E T N A N E B Barnhardt Mfg.Co. dba NCFI Polyurethanes 800.346.8229 www.NCFI.com Pg 2 of 5 020223 SMART WOW �d SPF 11-036 Application Information br HFO FOAMS STORAGE OF 11-036 CHEMICALS: Avoid storage in freezing temperatures. Storing Due to equipment variations,'the application chemicals above 90°F should be avoided as temperature settings may need to be much as possible. Do not store in direct sunlight. adjusted to achieve a good spray pattern. The shelf life of unopened A2-000 is 24 months For pressure settings above 1,000 psi,the and the 611-036 is 6 months. temperature settings can be slightly lower. SPRAYING 11-036 CHEMICALS: APPLICATION GUIDELINES: Chemicals should be between 65°F - 85°F 11-036 is suitable for application to-most for proper processing through the spray construction materials including wood, equipment. Chemicals shipped during winter masonry, concrete, and metal. Application or summer months may need extra time to stabilize back into the 65°F - 85°F range. can be to the'exterior or interior side of wall Excessively warm chemicals should be surfaces. 11-036 can be applied to surfaces cooled prior to opening the drums for safety that will be in contact with soil and and processing reasons. Cold chemicals can intermittent contact with water, such as cause poor mixing, pump cavitation or other below grade exterior foundation and processing problems. Keep drums tightly basement walls or under concrete slab floors. To ensure proper adhesion, all closed when not in use and under dry air or nitrogen pressure of 2-3 psi after they have substrate surfaces should be dry, clean of been opened. dust or flaking surface, loose scale, ice or frost. All metal surfaces must be free of.oil, SAFE HANDLING OF LIQUID COMPONENTS: grease, etc. Uncoated metals may require a primer coat. Use caution in removing bungs from the container. Loosen the small bung first to No flammable chemicals, such as wasp and allow any built-up vapor pressure to stabilize hornet sprays, should be sprayed in the area before completely removing. B component of the foam application 24 hours before the will froth at elevated temperatures..Avoid application. No such chemical can be prolonged breathing of vapors. In case of sprayed after the foam application until the chemical contact with eyes, flush with water foam has cooled to room temperature. for at least 15 minutes and get medical attention. For further information go to www.spraypolyurethane.org and click on the Resources tab.in the Professional Contractors section. 11-036 Systems, Temperature Range EQUIPMENT AND COMPONENT RATIOS: Guideline The 11-036 system, consisting of the A2-000 SLOW 70OF and up and 1311-036 components, is formulated for REG 40°-80*F spraying with a two component pump specifically designed for spray polyurethane FAST 100-50OF foam systems. The B drum is connected to The above table is a guideline for optimal product the resin pumps and the A drum is performance. For Elevations above 4500ft: connected to the isocyanate pumps. The' Order the HA(high altitude)product line. proportioning pump ratio is 1 to 1. The dispensing temperature should be set at approximately 130OF to give a good pattern. P O L Y U H E T H A N E 5 Barnhardt Mfg. Co.dba NCFI Polyurethanes 800.346.8229 www.NCFI.com Pg 3 of 5 020223 SMART .W"W 11-036 Application Information nn V HFO FOAMS SPF pp OPTIMUM ADHESION TEMPERATURE OF APPLICATION AROUND ELECTRICAL SURFACE TO BE SPRAYED: WIRES: The surface should be between 10OF and Refer to the NCFI Applicator Bulletin "Spray 120°F when applying 11-036. Adhesion will Foam Application Around Electrical Wires". be better towards the warmer end of this Spray foam applicators must spray the foam range. When surface temperatures fall in such a manner that the expanding foam below 60°F, adhesion may be aided by does not stretch and distort the wires. Light applying a thinner flash coat followed by a gauge wires which will be encapsulated in thicker pass while the flash coat is still warm the foam layer should have the foam but no longer tacky to the touch. Another' installed behind the wires and allowed to technique to improve adhesion in studwall . cool prior to applying a top layer to cover the assemblies is to apply a cant along the side wire. Use a shallow lift of 3/4" of foam to of the studs (picture framing), before filling in cover the wire, then wait about 2 minutes to the center of the stud bay. allow the foam to cool before adding more foam passes to achieve the desired R-value. APPLICATION PASS THICKNESS: APPLICATION AROUND PLASTIC PIPES: Spraying foam will generate heat. Foam . Refer to the NCFI Applicator Bulletin which is applied too thick in single passes "Spraying Polyurethane Foam to.CPVC and can build temperatures which will not Other Types of Plastic Pipes". 11-036 produce foam with the optimum properties. system can be applied in contact with plastic In the most extreme case, 11-036 could pipes. The pipes must not be pressurized reach dangerously high temperatures inside during the foam application. The foam must the finished foam which could lead to be applied in a manner where the expanding splitting, charring, or even spontaneous foam does not distort the pipe. The foam combustion. The maximum recommended pass applied in contact with the pipe should pass thickness for 11-036 is 4 inches, which not exceed 2"thickness in order to prevent should be limited to warmer substrates. excessive exothermic heat at the pipe to When applying pass thicknesses greater foam interface. Allow 2 minutes cooling than 2 inches, wait 10 minutes or until the between each additional foam pass. foam surface has cooled to ambient temperature before adding additional foam passes. Multiple layers can be applied to VAPOR BARRIER PROTECTION ON achieve the desired R-value. EXTREME TEMPERATURE INSULATON APPLICATIONS: ATTICS and CRAWL SPACES When 11=036 is applied to insulate buildings 11-036 has passed testing for application in which maintain continuous cold or hot limited access attics and crawl spaces temperatures, such as coolers/freezers or without the code prescribed ignition barrier indoor swimming pools, a Class I moisture covering. The foam thickness can be up to vapor retarder(0.1 perm or less) is normally 8" on wall cavities and 10" in ceiling cavities. required on the "warm" side of the foam insulation. Contact the design professional or NCFI for specific recommendations. 1***J41=!IF7I' P O L Y U R E T H A N E S Barnhardt Mfg.Co. dba NCFI Polyurethanes 800.346.8229 www.NCFI.com Pg 4 of 5 020223 ` SMART SPF� HFO FOAMS 11-036 Application Information VENTILATION OF SPRAY AREA: BACTERIA AND FUNGUS RESISTANCE: Spraying foam will generate a mist and InsulStar®is naturally able to inhibit the growth airborne particulates. For interior applications of bacteria and fungus (mold) per the the building area must be vented with fresh air ASTM C1338 test. The anti-microbial to dissipate the particulates. The amount of air properties do not protect occupants of spaces flow and time for venting will vary based on insulated with InsulStaro from potential each situation. Details regarding ventilation is deleterious effects of molds, mold spores, or provided in the Spray Foam Coalition disease organisms that may be present in the document"Ventilation Considerations for environment. Spray Polyurethane Foam"found in the NCFI Product Stewardship Manual (PSM). SPF WEATHER PROTECTION OF FINISHED contractors should refer to this guidance prior FOAM ON EXTERIOR APPLICATIONS: to beginning any spray foam application The finished surface of sprayed polyurethane project. Reentry time and re-occupancy time foam should be protected from adverse effects is provided in the NCFI Technical Bulletin of ultraviolet rays of direct sunlight which can "Ventilation Requirements for Reentry of cause dusting and discoloration. Protective Spaces After Spraying Closed Cell Spray coatings designed for use with polyurethane Foams". foam are available. On exterior applications where a masonry veneer or mechanically OTHER APPLICATION AND SAFETY attached�covering is To be installed, the CONSIDERATIONS: InsulStar SmartSPF foam surface may be exposed to UV light up to 6 months. Before 11-036 is to be applied, there are many safety and application situations to consider. CODE-COMPLIANT FIRE RESISTANCE: All spray foam applicators must evaluate the job prior to beginning the spray foam Building Codes require foam plastic insulation, application. It is impossible to anticipate every such as 11-036, to be separated from the issue and provide explicit guidance in this interior of the'building by a 15 minute thermal product data sheet. If there is a question barrier of/2" gypsum board or other approved regarding some aspect of the planned material. Refer to UES ER 667 for details. application, consult with NCFI for more When Fire Resistive Wall Assemblies are guidance. The NCFI Product Stewardship required, contact NCFI Polyurethanes for Manual contains additional information and specific alternate approvals for should be reviewed often enough by all spray lnsuIStar'0SmartSPFTM. foam applicators to remain familiar with the contents. The American Chemistry Council (ACC), the Center for Polyurethanes Industry (CPI) and the Spray Polyurethane Foam Alliance (SPFA) also publish information regarding the safe handling and application of spray foam chemicals. For any questions regarding the application of the 11-036 system, contact an NCFI representative. The information on our data sheets is to assist customers in determining whether our products are suitable for their applications.The customers must satisfy themselves as to the suitability for specific cases.NCFI warrants only that the material shall meet its specifications.This warranty is in lieu of all other written or unwritten,expressed or implied warranties,and NCFI expressly disclaims any warranty of merchantability, fitness for a particular purpose, or freedom from patent infringement.Accordingly,buyer assumes all risks whatsoever as to the use of the material. Buyer's exclusive remedy as to any breach of warranty, negligence or other claim shall be limited to the purchase price of the material.Failure to adhere to any recommended procedures shall relieve NCFI of all liability with respect to the material or the use thereof. P O l T U H E T N A N E 5 Barnhardt Mfg. Co.dba NCFI Polyurethanes 800.346.8229 www.NCFI.com A Pg 5 of 5 020223 a Barnhardt Manufacturing Company dba NCFI Polyurethanes INSULSTARLIGF . Mount Airy, NC 27030 800.346.8229 wwwww.NCFl.com HIGH PERFORMANCE OPEN -CELL SPF 12-008 SPRAY FOAM SYSTEM TECHNICAL DATA.SHEET DESCRIPTION: InsulStar®Light 12=008 is a two component, one-to-one by volume no-mix, self-adhering, seamless spray applied open-cell polyurethane insulation system. InsulStar"Light has been formulated with water as the blowing agent and does.not contain CFC, HCFC, HFC or formaldehyde...InsulStar®Light is suitable for use in Type I, II, III, IV &V construction. DISTINGUISHING CHARACTERISTICS: TYPICAL PHYSICAL PROPERTIES: • Eliminates Convective Air Movement in,Building Assemblies Core Density ASTM C1622 0.4-0.5 pcf • Good Sound Barrier Moisture Vapor Perm ASTM E96 28 @ 1" Desiccant Method • High Yields • Good Dimensional'Stability Air Permeance @ 75Pa. <0.02 L/s-m2 @ 4" ASTM E2178 • Meets ASTM E84 Class A CcD_4 inches • Air Impermeable Insulation Flammability 7 ASTM E84 Flame Spread _<25 • Low VOC per CDPH Standard version 1.2 2017 Smoke Dev <_450 • Fungal Resistant—ASTM C1338 Potential Heat—NFPA 259 506 Btu/fC @ 1" UL 94 HF-1 R-Value* Chart ASTM C518 Sound Transmission-ASTM E90 STC-41* R-value Noise Reduction-ASTM C423 NRC-0.75 Foam Thickness (OF-hr•ft2 / Btu) Sound Absorption-ASTM C423 SAA-.0.71 1.0" 3.7 Max Service Temperature 180OF 3.5" 13 Note:The above values are average values obtained from laboratory experiments and should serve only as guidelines.Free rise core density 6.6 21 should not be confused with overall density.Overall densities are always higher than free-rise core densities and take into account skin formation, $" 31 thickness of application,environmental conditions,etc. 10" . 38 *Ina 2"x 6"wall assembly 11" 42 For proper use of this NCFI insulating material refer to the NCFI Product Stewardship Manual and the following codes 14" 54 or guides: 16" 61 •CCRR-0323 Code Compliance Research Report 92018 or 2021 International Building Code Chapter 26 Note: As with all insulating materials, the R-value will or Residential Code Section R316 &R806 vary with age and use conditions. .Products, Resources, and Documents Library at *Based on 90 day aged testing of R-values polyurethane.americanchemistry.com at1"and 3.5" Polyurethane products manufactured or produced from this liquid system may present a serious fire hazard if improperly used or allowed to remain exposed or unprotected. The character and magnitude of.any such hazard will depend on a broad range of factors, which are controlled and influenced by the manufacturing and production process, by the mode of application or installation and by the function and usage of the particular product. Any flammability rating contained in this literature is not intended to reflect hazards presented by this or any other material under actual fire conditions. These ratings are used solely to measure and describe the product's response to heat and flame under controlled laboratory conditions. Each person,firm or corporation engaged in the manufacture, production, application,installation or use of any polyurethane product should carefully determine whether there is a potential fire hazard associated with such product in a specific usage, and utilize all appropriate precautionary and safety measures. 1 of 3 020323 % 12-008 Application Information PREPARATION OF SURFACE TO BE SPRAYED: CHANGING OVER FROM DIFFERENT SYSTEMS: To ensure proper adhesion, all substrate surfaces should Closed cell and other foams are incompatible with the be dry, clean of dust or flaking surface, loose scale, ice or B side of 12-008. Therefore care should be taken to avoid frost. All metal surfaces must be free of oil, grease, etc. the introduction of any other chemical system into the Uncoated metals may require a primer coat. B side drum of 12-008. It is recommended to dedicate a stainless steel transfer pump to the B side of 12-008 to STORAGE AND USE OF CHEMICALS: avoid the possibility of cross contamination. Before The 12-008 system consists of the A2-000 component applying the 12=008 in a building assembly, spray out all and the 12-008 B component. NCFI recommends the of the changeover material, under pressure, onto chemicals not be allowed to freeze. If suspected, refer to cardboard or plastic film to flush out the hoses and pump. NCFI Technical Bulletin "Spray Foam Chemicals Under no circumstances,should the user bleed out the Temperature Control &Storage". For proper processing spray lines containing incompatible foam back into the through the spray foam proportioning pumps, the B-side 12-008 drum. chemicals should be between 60OF and 85°F. Chemicals shipped during winter or summer months may need extra OPTIMUM SUBSTRATE TEMPERATURE: time to reach the proper processing temperature range. For general work, the surface to be sprayed should be Cold chemicals can cause poor mixing, pump cavitation between 50OF and 120°F. Within this range, the warmer or other processing problems. Keep drums tightly closed the surface. the better the adhesion. For surfaces below when not in use and under dry air or nitrogen pressure of 50°F, the spray applicator should spray a test area 2-3 psi after they have been opened. When stored approximately 25 square feet and check for proper between 40OF and 90°F, the shelf life of.unopened A2- adhesion and cell structure. If both are satisfactory, then 000 is 24 months and 12-008 B component is 6 months. the spray application may continue. SAFE HANDLING OF LIQUID COMPONENTS: Use caution in removing bungs from the container. APPLICATION PASS THICKNESS: Partially loosen the small bung first allowing any built up Spraying foam will generate heat. The thicker the pass, gas pressure to escape before completely removing it. the more heat will be generated. Heat will build up if the Avoid prolonged breathing of vapors. In case of chemical user does not wait for the foam to cool after each pass. contact with eyes, flush with water for at least 15 minutes Too much heat will degrade the foam's cell structure and and get medical attention. For further information go to the foam won't have optimum properties. The minimum www.spraypolyurethane.org and click on the Resources pass thickness for proper chemical reaction is 3 inches. tab in the Professional Contractors section. The maximum pass thickness is 10 inches.When spraying more than 6 inches in a single pass, the EQUIPMENT AND COMPONENT RATIOS: applicator must closely monitor the foam's adhesion and The 12-008 system, consisting of the 12-008 B Side drum cell structure. Then wait 10 minutes or until the foam and the A2-000 A Side drum, is formulated for.spraying surface has cooled to ambient temperature before with a two component pump specifically designed for spraying on top of it. The number of passes to achieve spray foam systems. The B component is connected to the total insulation value is not limited. the resin pump and the A drum is connected to the isocyanate pump. The proportioning pump ratio is 1.:1. ATTIC AND CRAWLSPACE APPLICATION: DO NOT mix the B-side chemical while spraying. - Building codes require an ignition barrier material over If the drum has been sitting for a number of weeks, the foam plastic insulations installed.in attics and chemical may be stirred with a drum mixer up to 10 crawlspaces. The 12-008 system is approved for use with minutes prior to spraying. DC315 intumescent coating in lieu of the code-prescribed ignition barrier in attics and crawlspaces. The foam can Recommended proportioner settings are: be installed up to 8 inches thick on vertical surfaces and up to 14 inches thick on horizontal and overhead surfaces Pre-heater Temperatures 130-140OF when covered with 7 wet mils of DC315. Hose Temperature 130-140'F UNVENTED ATTIC APPLICATION: Pressure Static 1200 psi The 12-008 system was tested per IBC Section 2603.9 and IRC Section R316.6 to qualify for application in an Pressure Dynamic 1000 psi unvented attic with no ignition barrier covering. The attic Note: These are only recommended starting points, and space must be constructed in a specific manner with the may need to be adjusted according to the specific mixing attic access designed and installed in the attic floor. The chamber, proportioner, hose lengths, ambient and 12-008 must be applied within the limitations of the substrate temperatures, and conditions. Adjust the approval. Refer to Intertek CCRR-0323 or contact NCFI settings to achieve a good spray pattern. For additional for specific details of the construction requirements. assistance contact NCFI Polyurethanes. C�I Barnhardt Mfg. dba NCFI Polyurethanes 800.346.8229 www.NCFI.com 2of3 020323 K a rr 4 I N UL TARLIGHT 12-008 Application Information HIGH PERFORMANCE OPEN-CELL SPF APPLICATION AND SAFETY CONSIDERATIONS: APPLICATION IN TYPE I, II, III, IV CONSTRUCTION: Before 12-008 is to be applied, there are many safety InsulStar®Light 12-008 is approved for use in all types of and application situations to consider. All spray foam construction. Specific requirements for applications in applicators must evaluate the job prior to beginning the Type I, II, III, and IV construction are provided in Intertek spray foam application. It is impossible to anticipate CCRR-0323. Contact NCFI for additional details. every issue and provide explicit guidance in this product application guideline. If there is a question regarding an VENTILATION OF SPRAY AREA: aspect of the planned application, contact NCFI for more Spraying foam will generate a mist and fumes with a guidance. The NCFI Product Stewardship Manual distinct odor. For interior applications, the building area contains additional information and should be reviewed must be vented with fresh air prior to reentry. The often enough by all spray foam applicators to remain amount of air flow and time needed for venting will vary familiar with the contents. The American Chemistry based on each situation. A closed attic area may Council (ACC), the Center for Polyurethanes Industry require fans to force air into and out of the space. An (CPI)and the Spray Polyurethane Foam Alliance(SPFA) open building that does not have the doors and also publish information regarding the safe handling and windows installed may have sufficient air flow to vent application of spray foam chemicals. If there are any the area fairly quickly. Refer to the NCFI Technical questions regarding the application of the 12-008 Bulletin "Ventilation Requirements for Reentry of system, contact NCFI. Spaces After Spraying Open Cell Spray Foams."for APPLICATION GUIDELINES: detailed guidance. 12-008 is suitable for application to most construction APPLICATION AROUND PLASTIC PIPES: materials including wood, masonry, concrete, and metal. The 12-008 foam can be applied in contact with PVC, 12-008 should not be applied to surfaces that will be in CPVC,ABS, PP-R and PEX plastic pipes. Refer to the contact with soil or intermittent contact with water. To NCFI Applicator Bulletin "Spraying Polyurethane Foam ensure proper adhesion, all substrate surfaces should be to CPVC and Other Types of Plastic Pipes"for the dry, clean of dust or flaking surface rust, ice or frost, oil, required application technique. The pipes must not be grease, etc. Uncoated metals may require a primer coat. pressurized during the foam application. 24 hours before spraying the foam, no flammable chemicals, such as wasp and hornet sprays, should be APPLICATION AROUND ELECTRICAL WIRES: sprayed in the area where the foam will be applied. After The 12-008 system can be applied in contact with the foam has been applied, no flammable chemical can electrical wires. Refer to the NCFI Applicator Bulletin be sprayed until the foam has cooled to ambient "Spray foam Application Around Electrical Wires" for the temperature. required application technique. Applicators must spray CODE-COMPLIANT FIRE RESISTANCE: the foam in such a manner that the expanding foam Building codes require the spray foam to be separated does not stretch or distort the wires. When from the interior of buildings with an approved thermal encapsulating light gauge wires in the foam, a foam barrier of Y2 inch minimum thickness gypsum board or layer should be installed behind the wires, then allow other approved thermal barrier. There is no thickness time for the foam to cool before applying the foam that limitation when the foam is covered with a thermal covers the wires. barrier. In lieu of the Thermal Barrier, the 12-008 can be MOISTURE VAPOR RETARDER USE: coated with DC315 or No-Burn Plus ThB intumescent For applications in colder climates, building codes may coating. The foam thickness is limited to 8 inches in require a vapor retarder on the warm side of the open walls/14 inches in roof/ceiling assemblies with DC315. cell foam. Consult the local building codes for The foam thickness is limited to 8/ inches in walls and information or contact NCFI Polyurethanes for further 14 inches in roof/ceiling assemblies when coated with guidance. ThB. Contact NCFI for additional information. The information on our data sheets is to assist customers in determining whether our products are suitable for their applications.The customers must satisfy themselves as to the suitability for specific cases.NCFI warrants only that the material shall meet its specifications;this warranty is in lieu of all other written or unwritten, expressed or implied warranties and NCFI expressly disclaims any warranty of merchantability, fitness for a particular purpose, or freedom from patent infringement. Accordingly, buyer assumes all risks whatsoever as to the use of the material. Buyer's exclusive remedy as to any breach of warranty, negligence or other claim shall be limited to the purchase price of the material. Failure to adhere strictly to any recommended procedures shall relieve NCFI of all liability with respect to the material or the use thereof. Barnhardt Manufacturing Co d/b/a NCFI Polyurethanes • 800.346.8229 www.NCFI.com 3of3 020323 l i SODDA . Technical Data Sheet Soudafoam FR . Revision: 22/12/2020 Page 1 from 2 Technical'data Basis Polyurethane Consistency Stable foam,thixotropic Curing system Moisture curing Skin Formation(FEICA TM 1014)' 9,5 min " Cutting Time(FEICA TM 1005) 90 min Density" Ca.25 kg/m3 Sound insulation EN ISO 717-1) 62 dB Thermal conductive (A)(EN 12667). 0.034 W/m.K Box Yield (FEICA TM 1003) 750 ml yields ca.301 of foam Joint Yield(FEICA TM 1002) 750 ml yields ca. 17 m of foam Shrinkage after curing(FEICA TM 1004) <6% Expansion after curing(FEICA TM 1004) < 1 Expansion during curing FEICA TM 1010) Ca. 86% Compressive strength(FEICA TM 1011) Ca. 104 kPa Shear strength(FEICA TM 1012)' Ca.43 kPa Temperature resistance— -40°C till+90°C(cured) '•This information relates to fully cured product. Soudal NV uses test methods approved by FEICA designed to deliver transparent and reproducible test results,ensuring customers have an accurate representation of product performance.FEICA OCF test methods are available at: hftp://www.feica.com/our-industry/pu-foam-technology-ocf.FEICA is a multinational association representing the European adhesive and sealant industry,including one-component foam manufacturers.Further information at:www.feica.eu Product description • Sealing of fire retardant joints in walls and Soudafoam FIR is a one-component,self- ceiling. expanding, ready to use polyurethane foam. • As part of the'Soudal Fire Range' Soudafoam FIRis a PU-foam with fire retardant assortment for penetration seals and joints: characteristics according to the European • Sealing of all openings'in roof standard EN 1366-4. constructions. • Apply of an acoustic baffle Properties . All foam applications in static joints. • Fire resistant in a joint(EN 1366-4) • High filling capacity Packaging • Good adhesion on all surfaces(except PE, Colour. pink PP and PTFE). Packaging:750 ml aerosol_(net) • High insulation value,thermal and acoustic • Very good bonding properties. • Gas-and flame proof up to 240 minutes in Shelf life a joint 12 months unopened and stored in dry and • Water resistant(not watertight) cool conditions(Between 5 and 25°C), Upright • Not UV-resistant storage is recommended. Applications • Installation of fireproof doors and windows. Remark:This technical.data sheet replaces al previous versions.The directives contained in this documentation are the result of our experiments and of"our experience and have been submitted in good faith.Because of the diversity of the materials and substrates and the great number of possible applications which are out of our control,we cannot accept any responsibility for the results obtained.Since the design,the quality of the substrate and processing conditions are beyond our control,no liability under this publication is accepted.In every case it is recommended to carry out preliminary experiments.Soudal reserves the right to modify products without prior notice. Soudal(OK) Limited Unit A,Tame Park,Vanguard UK-Tamworth B77 5DY Tel:+44 1827-261.092 Fax:+44 1827-284.454 www.soudal.com SOUDAL Technical Data Sheet Soudafoam. FR Revision: 22/12/2020 Page 2 from 2 Application method • Testresults for penetration seals and/or Shake the aerosol can for at least 20 seconds. joints with Soudafoam FR are freely Put the adapter on the valve. Moisten surfaces accessible in the'Fire Range Application with a water sprayer prior to application. For manual Penetration seals and Joints'on non-conventional substrates a preliminary the Soudal Website.The corresponding . adhesion test is recommended. Remove certificates can be obtained through the pressure from the applicator to stop. Fill holes Soudal sales representatives or trough the and cavities for 1/3, as the foam will expand. -Soudal Website. Repeat shaking regularly during application. If you have to work in layers repeat moistening after each layer. Fresh foam can be removed Environmental clauses using Soudal Gun&Foamcleaner or acetone. Leed regulation: Prior to using the Gun&Foamcleaner,test Soudafoam FR conforms to the LEED whether surfaces are affected or not. requirements. Low emission materials: Especially plastics and lacquer or paint layers Adhesives&Sealants. SCAQMD regulation can be sensitive to this. Cured foam can only 1168. Meets USGBC LEED requirements v4.1: be removed mechanically or with Soudal PU- Low-Emitting Materials-Adhesives&Sealants Remover. regarding VOC content. Can temperature: +5°C-30°C Ambient temperature: +5°C-30'C. Surface temperature: +5°C-35'C Health-and Safety Recommendations Take the usual labour hygiene into account. Always wear gloves and goggles. Remove cured foam mechanically. Never burn away. Consult label and material safety data sheet for more information.When vaporizing(for example with a compressor),additional security measures will be required. Use only in well ventilated areas. Standards and certificates • European Technical Approval Soudafoam FR-ETA 13/0280 • CE-marked(BCCA-EC conformity CPR) • Joint Sound Reduction Test by IFT • Various test and classification reports in various accredited testing institutes: IFT Rosenheim, ITB Poland,Warrington Fire Gent,Warrington Fire Australia, Efectis Netherlands, Efectis France, CSTB France, CSI Italy. Remark:This technical data sheet replaces al previous versions.The directives contained in this documentation are the result of our experiments and of our experience and have been submitted in good faith.Because of the diversity of the materials and substrates and the great number of possible applications which are out of our control,we cannot accept any responsibility for the results obtained.Since the design,the quality of the substrate and processing conditions are beyond our control,no liability under this publication is accepted.In every case it is recommended to carry out preliminary experiments.Soudal reserves the right to modify products without prior notice. Soudal (UK)Limited Unit A,Tame Park,Vanguard UK-Tamworth B77 5DY Tel: +44 1827-261.092 Fax:+44 1827-284.454 www.soudal.com RESNET HOME ENERGY RATING Standard Disclosure For home(s) located at:295 Grange Rd,Southold,NY Check the applicable disclosure(s): JoThe Rater or the Rater's employer is receiving a fee for providing the rating on this home. WjIn addition to the rating,the Rater or the Rater's employer has also provided the following consulting services for this home: W/A.Mechanical system design E]B.Moisture control or indoor air quality consulting []C. Performance testing and/or commissioning other than required for the rating itself []D.Training for sales or construction personnel LIE.Other(specify) []The Rater or the Rater's employer is: []A.The seller of this home or their agent []B.The mortgagor for some portion of the financed payments on this home E]C.An employee,contractor,or consultant of the electric and/or natural gas utility serving this home []The Rater or Rater's employer is a supplier or installer of products,which may include: Products Installed in this home by OR is in the business of HVAC systems Rater OEmployer Rater Employer Thermal insulation systems Rater OEmployer Rater Employer Air sealing of envelope or duct systems Rater DErnployer Rater DErnployer Energy efficient appliances Rater DErnployer Rater DErnployer Construction(builder,developer,construction contractor,etc) Rater DEmployer Rater DErnployer Other(specify): I I Rater DErnployer DRater DErnployer This home has been verified under the provisions of Chapter 6,Section 603"Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET).Rater Certification#:7960376 Name: Michael Caruso Signature: IicAael CaAt�ii , Organization: Energy Testing Services Digitally signed: 12/31/24 at 10:31 AM I attest that the above information is true and correct to the best of my knowledge.As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry NationalHome Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET).The national rating quality control provisions of the rating standard are contained in Chapter One 102.1.4.6 of the standard and are posted at https:Hstanda rds.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2-Amended March 20,2017 New York ECCC 2020 UA Compliance Property Organization Inspection Status 295 Grange Rd EnergyTesting Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY Brian August Initial House Design This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 0.0 0.0 Above-Grade Walls 193.2 201.4 Windows,Doors and Skylights 172.3 156.9 Slab Floor: 39.7 39.7 Framed Floors 0.0 0.0 Foundation Walls 104.8 81.2 Rim Joists 14.3 15.2 Overall UA(Design must be equal or lower): 524.3 494.4 Requirements ® R402.1-5 Total UA alternative compliance passes by 5.7%. The proposed home meets the UA requirement by 5.7% ® R402.3.2 Average SHGC:0.30 Max SHGC:0.40 Average SHGC of 030 is greater than the maximum of 0.40. R402A.1.2 Air LeakageTesting A post construction blower door test is required to verify the air leakage meets the requirement. ® R4025 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is[No Limit]. ® R4025 Area-weighted average fenestration U-Factor ~ ® R404.1 Lighting Equipment ® R403.6.1 Mechanical Ventilation Efficacy MandatoryChecklist Mandatory code requirements that are not checked New York2020 Mandatory Requirements must be checked as complete. R403.6 Mechanical Ventilation Rate © R4033A Dud LeakageTesting R40353 Hot water pipe insulation Hot water pipes at least 3/4 in diameter must be insulated to R-3 at minimum. Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 5.7%. Name: Michael Caruso Signature: N"ad CaAt A& Organization: Energy Testing Services Digitally signed: 12/31n4 at 10:31 AM Ekotrope RATER-Version 4.2.23543 New York ECCC 2020 Prescriptive compliance results calculated using Ekotrope RATER's energy and code compliance algorithm.including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report Energy Code Inspection Checklist Property Organization Inspection Status 295 Grange Rd EnergyTesting Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY Brian August Initial House Design General Building Information Conditioned Area(sq ft) 2,674 Conditioned Volume(cubic ft) 49,653 Insulated Shell Area(sq ft) 9,392 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab Name:Slab BG(1,657 s.f.,207 ft,exterior perimeter) R-0 perimeter insulation,R-0 under slab insulation. Framed Floor None Present Foundation Wall Name:Ambient Foundation Walls(Exterior Perimeter[ft]:207,Height Above Grade[ft]:1,Depth Below Grade[ft]:8) R-14 continuous insulation,R-0 cavity insulation Insulation Grade:I Fully insulated(top to bottom) Above Grade Wall Name:Ambient Walls(3,402 s.f.) R-0 continuous insulation,R-19.3 cavity insulation Insulation Grade:II Name:IG Walls(270 s.f.) R-0 continuous insulation,R-19.3 cavity insulation Insulation Grade:II Rim Joist 1 Energy Code Inspection Checklist Property Organization Inspection Status 295 Grange Rd EnergyTesting Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY Brian August Initial House Design Name:Ambient Rim(207 s.f.) R:14.00 Name:Ambient Band(73 s.f.) R:19.00 Name:IG Band(30 s.f.) R:19.00 Ceiling I Roof Name:Roof Rafters(1,890 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:II Opaque Door Name:Front Door(20 s.f.) R:4.25 Name:IGD(17.8 s.f.) R:5.30 Name:FND(20 s.f.) R:4.25 Glazing Name:fnd 31 ne(31 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST Name:fnd 2.6 ne(2.3 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST Name:fnd 31 sw(31 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST 2 Name:fnd 2.6 sw(2.6 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST Energy Code Inspection Checklist Property Organization Inspection Status 295 Grange Rd Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY Brian August Initial House Design Name:f se 31 (31 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—EAST Name:f se 16.6(16.6 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—EAST Name:f se 40(40 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—EAST Name:r ne 27(27 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—EAST Name:b nw 163(163 s.f.), U:0.300, SHGC:0.31 Orientation:NORTH—WEST Name:b nw 31 (31 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—WEST Name:b nw 11 01 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH—WEST Name:I sw 51 (51 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST Name:I sw 43(43 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST Skylight None Present Mechanical Ventilation ElMechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type:Exhaust Only,20 hrs/day,35 Watts(Default) Mechanical Equipment System 1 -Furnace•Propane•50%Heating Load @ 92 AFUE System 2-Furnace•Propane•50%Heating Load @ 92 AFUE 3 System 1 -A/C•Electric•50%Cooling Load @ 14.5 SEER Energy Code Inspection Checklist Property Organization Inspection Status 295 Grange Rd Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY Brian August Initial House Design System 2-A/C•Electric•50%Cooling Load @ 14.5 SEER Water Heater•Propane•100%Hot Water Load @ 0.92 Energy Factor Air Leakage Control Test Status:To be blower-door tested House is air-sealed as to achieve 2,483 CFM50(3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as:Untested Forced Air Total Leakage specified as:4 CFM @ 2513a(Post-Construction) Duct System 2 All ducts and equipment within conditioned space Untested 4 Energy Code Inspection Checklist Property Organization Inspection Status 295 Grange Rd Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY Brian August Initial House Design Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test:Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq It CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. * Note:IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes MC0525 5 Building Summary Property organization Inspection Status 295 Grange Rd Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:WA 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August Initial House Design General Building Information Number Of Bedrooms 5 Number Of Floors 2 Conditioned Floor Area[sq.ft.] 2,674 Has Electric Vehicle Ready Space No Unconditioned,attached garage? Yes Conditioned Volume[cu.ft.] 49,653 Total Units in Building 1 Residence Type Single family detached Number of Floors in Building - Floor Number - Model N/A Community Single and Separate RESNE AECC 2006-2018 Climate Zone 4A IECC 2021 Climate Zone 4A Foundation Wall Name LibraryType Height Above Grade DepthBelowGrade Perimeter Location Enclosing Ambient Foundation R142'CCF 1 8 207 Exposed Exterior Conditioned Space Walls Foundation Wall Library List Name Feet From Wall Top To Feet From WaIlTop To Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R- Continuous Insulation Continuous Insulation value Top Bottom RI 2"CCF N/A N/A Yes 14.00 N/A N/A Slab Name LibraryType Perimeter Floor Grade CarpetR Exposed Masonry Surface Area Location Enclosing Area Slab BG Uninsulated 207 Below Grade o 1,657 1,657.0 fe Exposed Exterior Conditioned Space Slab Library List Name Wall Construction Slab Completely v Undersiab ~Perimeter Perimeter Perimeter Thermal Break Effective R-value Type InsulateZ Insulation Width Insulation Depth Insulation R Value Insulation Is Ftl (t] Exterior Uninsulated Wood Frame/ No 0 0 0 No No 0.00 Other 1 Building Summary Property Organization Inspection Status 295 Grange Rd EnergyTesting Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August initial House Design Framed Floor None Present Y �' Framed Floor Library List None Present Rim Joist Name LibraryType Surface Area Location Ambient Band R19 73.0 fe Exposed Exterior Ambient Rim R14 207.0 if Exposed Exterior IG Band 1119 30.0 ft Unconditioned,attached garage Rim Joist Library List Name Effective Insulation R-value R14 14.00 R19 19.00 Wall Name Librarylype Surface Color Solar Absorptance Surface Area Location Ambient Walls R19.3(16/5.5)(5.5"LDF)(2)AMB Medium 0.75 3,402.0 ft' Exposed Exterior IGWalls 1119.306/5.5)(5.5"LDF)(2)(IGW) Medium 0.75 270.0ft' Unconditioned,attached garage 2 Building Summary Property Organization Inspection Status 295 Grange Rd Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August Initial House Design Wall Library List -- Name Effective R-value R193(16/55)(55"LDF)(2)(IGW) 14.821 RI 9.3(16/55)(55"LDF)(2)AMB 16.099 Glazing Name LibraryType Wall Foundation Wall Is operable Overhang Overhang Ft To Overhang Ft To Orientation SurfaceArea Assignment Assignment Depth Top Bottom b nw 11 (0.30/0.30) Ambient Walls Yes 1 1.7 3.6 Northwest 11.0 ft' b nw 163 (0.30/0.30) Ambient Walls Yes 0 0 0 Northwest 163.0 ft' bnw31 (0.30/0.30) AmbientWalis Yes 1 1.7 6.8 Northwest 31.Oft fse76.6 (0.30/0.30) Ambient Walls Yes 6 13 5.6 Southeast 16.6fe fse31 (0.30/0.30) Ambient Walls Yes 6 2 7 Southeast 31.0ft' f se 40 (0.30/0.30) Ambient Walls Yes 1.5 13 8.1 Southeast 40.0 fe fnd 26 ne (0.30/0.30) Ambient Yes 0 0 0 Northeast 23 ft' Foundation Walls fnd 26 sw (0,30/0.30) Ambient Yes 0 0 0 Southwest 26 ft Foundation Walls fnd 31 ne (0.30/0.30) Ambient Yes 0 0 0 Northeast 31.0 ft Foundation Walls fnd31 sw (0.30/0.30) Ambient Yes 0 0 0 Southwest 31.0ft Foundation Walls I sw 43 (0.3010.30) Ambient Walls Yes 0 0 0 Southwest 43.0 ft I sw 51 (0.30/0.30) Ambient Walls Yes 1 15 6 Southwest 51.0 fY r ne 27 (0.30/0.30) Ambient Walls Yes 1 15 4.5 Northeast 27.0 ft' Glazing Library List Name Shgc U-factor (0.30/030) 03 0300 3 Building Summary Property Organization Inspection Status 295 Grange Rd EnergyTesting Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August Initial House Design Skylight None Present Skylight Library List None Present _.. Opaque Door Name LibraryType Wall Assignment Foundation Wall Emittance SolarAbsorptance Surface Color 4 Surface Area Location Assignment FND 4.25 Ambient 0.9 0.75 Medium 20.0ft' Exposed Exterior Foundation Walls Front Door 4.25 Ambient Walls 0.9 0.75 Medium 20.0 ft' Exposed Exterior IGD 5.3 SD IG Walls 0.9 0.75 Medium 17.8 ft Unconditioned, attached garage Opaque Door Library List Name -� Effective R-value _ 4.25 4.25 53 SD 5.30 Roof Insulation Name Library Attic Clayor Doesthe Roof Slope Ceiling EaveHei ht �Eave�Surface Solar Surface Location Type Exterior Concrete Roof have Framing [n.] Length[in.] Color Absorptance Area Area[fe] Roof Tiles Eaves? Height[in.] Roof Rafters SA 1,890 No No N/A WA WA WA Medium 0.75 1,890.Oft Conditioned R30(16/9.5)2( Space 4 Building Summary Property Organization Inspection Status 295 Grange Rd Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August Initial House Design Roof Insulation Library List Name Has Radiant Barrier Effective R-value SA R30(16/9.5)2(8"0CF) No 23.736 Whole House Infiltration Infiltration Measurement Type Shelter Class 3 ACH at 50 Pa To be blower-door tested 4 Mechanical Ventilation Ventilation Type Ventilation Rate Ift'/ Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer Minute] per day three hours Percent Exhaust Only 100 CFM 20 35 Watts(Default) Yes 0 TBD TBD Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 Onsite Generation — - -- -- None Present Onsite Generation library List T None Present 5 Building Summary Property Organization Inspection Status 295 Grange Rd Energy Testing Services Results are projected Southold,NY 11971 Michael Canna Model:WA 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August Initial House Design Solar Generation None Present Dehumidifier None Present Dehumidifier Library List None Present Whole House Fan None Present Whole House Fan Library List None Present Conditioning Equipment Name �Librarylype Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location System 1-A/C 14.5 SEER 30k 0% 50% 0% Unconditioned Basement /Crawlspace SystemI-Furnace 92AFUE40k(LP) 50% 0% 0% Unconditioned Basement /Crawlspace System 2-A/C 14.5 SEER 18k 0% 50% 0% Conditioned/Sealed Attic System 2-Furnace 92 AFUE 40k(LP) 5056 0% 0% Conditioned/Sealed Attic Water Heater .92 EF Instant(LP) 0% 0% 100% Unconditioned Basement /Crawlspace 6 Building Summary Property Organization Inspection Status 295 Grange Rd EnergyTesting Services Results are projected Southold,NY 11971 Michael Caruso Model:WA 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August initial House Design Equipment Type:14.5 SEER 18k Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air MotorType ECM(Variable Speed) Heat Pump System Type Unspecified Cooling Efficiency 14.5 SEER Cooling Capacity[kBtu/h) 18 Equipment Type:.92 EF Instant(LP) Equipment Type Residential Water Heater Fuel Type Propane Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.92 Energy Factor Tankless? Yes EquipmentType:14.5 SEER 30k Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air MotorType ECM(Variable Speed) Heat Pump System Type Unspecified Cooling Efficiency 14.5 SEER Cooling Capacity[IcBtu/h] 30 Equipment Type:92AFUE 40k(LP). EquipmentType Furnace Fuel Type Propane Distribution Type Forced Air MotorType PSC(Single Speed) Heating Efficiency 92 AFUE Heating Capacity[kBtu/h) 40 Use default EAE Yes EAE[kWh] 561 ' 7 Building Summary Property Organization Inspection Status 295 Grange Rd EnergyTesting Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August Initial House Design Distribution System Distribution Type Forced Air Heating Equipment System 1-Furnace Cooling Equipment System 1-A/C Sq.Feet Served 1,674 9 Return Grilles 1 Supply Dud RValue 6 Return Duct R Value 6 Supply Dud Area[fee 451.98 Mum Dud Area(I'M 83.7 Leakage to Outdoors Untested Forced Air Estimated LtO 4.00 CFM25 Total Leakage 4 CFM25 Total Leakage DuctTest Conditions Post-Construction Use Default Flow Rate Yes Dud 1 Dud Location Basement(insulated walls) Percent Supply Area, 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duda _. Dud Location Conditioned Space_ Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud s Dud Location Conditioned Space_ Percent Supply Area 0 Percent Return Area 0 Dud 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Distribution System Distribution Type Forced Air Heating Equipment System 2-Furnace Cooling Equipment System 2-A/C Is All Equipment In Conditioned Space Yes Leakage Default HERS Default Leakage Duct System Efficiency 0.88 HVAC Grading HVAC Grading Not Conducted 8 Building Summary Property Organization Inspection Status 295 Grange Rd EnergyTesting Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August Initial House Design Ceiling Fan Has Ceiling Fan No Water Distribution Water Fixture Type Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 78 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Drain Water Heat Recovery? No Clothes Dryer Ca 3.01 Fuel Type Propane Field Utilization Timer Controls Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type HERS Reference Is Heat Pump No Clothes Washer Label Energy Rating 400 kWh/Year Annual Gas Cost $27.00 Electric Rate $0.12AkWh Gas Rate $1.09/Therm Capacity 3 Imef 1 Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes Dishwasher Dishwasher Defaults Type HERS Reference Dishwasher Size Standard Dishwasher Efficiency 467 kWh Annual Gas Cost $33.12 Electric Rate $0.12/kWh Gas Rate $1.09/Therm Is Outside Conditioned Space No Dishwasher Available Yes 9 Building Summary Property Organization Inspection Status 295 Grange Rd Energy Testing Services Results are projected Southold,NY 11971 Michael Caruso Model:N/A 631-244-2627 Community:Single and Separate Builder Brian August 295 Grange Rd Southold NY 11971 Brian August Initial House Design Appliances and Controls Programmable thermostat? Yes Range/Oven Fuel Propane Convection Oven? No Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 691 kWh/Year Refrigerator Outside Conditioned Space? No Notes MC0525 10 Load Short Form Job: MC0525 Date: Dec 31,2024 re Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Brian August 295 Grange Rd, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 12 84 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 12_ Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 37 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Sys 1-1st Floor 1600 19413 18915 953 953 Sys 2-2nd Floor 969 16463 10352 597 597 Entire House 2569 35876 29205 1550 1550 Other equip loads 0 0 Equip. @ 0.89 RSM 26051 Latent cooling 4909 TOTALS I 2569 I 35876 I 30960 I 1550 I 1550 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' wrig�itsoft" 2024-Dec-3110:28:11 Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 +� ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Load Short Form Job: MC0525 Date: Dec 31,2024 Ent l X Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Brian August 295 Grange Rd, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1430AJ1NB AHRI ref 6468401 Coil RCF3617STAMCA AHRI ref 8443779 Efficiency 92 AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 42000 Btuh Sensible cooling 20020 Btuh Heating output 39000 Btuh Latent cooling 8580 Btuh Temperature rise 37 °F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 1 95 836 551 41 28 Bed Rm 1 271 4035 2946 198 148 Dining Area 209 5201 4714 255 237 Family Rm 270 2532 3973 124 200 Foyer 145 1461 566 72 29 Kitchen 284 1836 3097 90 156 Laundry 42 683 545 34 27 Pwdr 33 80 25 4 1 Stairs 37 0 0 0 0 Study 147 2271 2415 112 122 WIC 1 68 477 82 23 4 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsdit.' 2024-Dec-31 10:28:11 Right-SuiteO Universal 202323.0.01 RSU30008 Paget AC0 ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Sys 1-1st Floor 1600 19413 18915 953 953 Other equip loads 0 0 Equip. @ 0.89 RSM 16872 Latent cooling 3481 TOTALS I 1600 I 19413 i 20354 I 953 I 953 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2024-Dec-31 10:28:11 Right-Suite®U niversal 2023 23.0.01 RSU30008 Page 3 �+ ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Load Short Form Job: MC0525 Date: Dec 31,2024 Sys 2- 2nd Floor By: Michael A.Caruso =.4 Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Brian August 295 Grange Rd, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD (°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1418AJlNB AHRI ref 6468401 Coil RH1P1817STANJA AHRI ref 7490727 Efficiency 92 AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 42000 Btuh Sensible cooling 12530 Btuh Heating output 39000 Btuh Latent cooling 5370 Btuh Temperature rise 60 °F Total cooling 17900 Btuh Actual air flow 597 cfm Actual air flow 597 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 2 79 1098 367 40 21 Bath 3 58 777 326 28 19 Bed Rm 2 194 4613 2945 167 170 Bed Rm 3 188 3417 2977 124 172 Bed Rm 4 232 4582 3373 166 194 Hall 74 0 0 0 0 Stairs 2 58 0 0 0 0 WIC 3 46 733 140 27 8 WIC 4 42 1242 224 45 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. v+►r➢ghtsofr 2024-Dec-31 10:28:11 �, .,• ..,.... Right-Suite®Universal 2023 23.0.01 RSU30008 Page 4 .4CGA ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Sys 2-2nd Floor 969 16463 10352 597 597 Other equip loads 0 0 Equip. @ 0.89 RSM 9234 Latent cooling 1428 TOTALS I 969 I 16463 I 10662 I 597 I 597 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr➢ghtsoft^ 2024-Dec-3110:28:11 Right-Suite®Universal202323.0.01 RSU30008 Page ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJS Front Door faces:SE Building Analysis Job: MC0525 Y Date: Dec 31,2024 Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Brian August 295 Grange Rd, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD (°F) 58 12 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 46.8 37.0 Dry bulb(T) 12 84 Infiltration: Dailyrange (T) - 18 ( M ) Method Simplified Vet bulb(°F) - 71 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 o • Component Btuh/ft2 Btuh /°of load Walls 3.6 9888 27.6 Durts Glazing 17.4 7419 20.7 Malls Doors 22.7 476 1.3 Ceilings 2.4 3911 10.9 Floors 0 0 0 Infiltration 3.6 10495 29.3 IrfilbEtiat Ducts 3687 10.3 Piping 0 0 Humidification 0 0 Ventilation 0 0 Cadng Adjustments 0 0 Total 35876 100.0 ohEr Ceilirgs • • Component Btuh/ft2 Btuh %of load Walls 1.0 2689 9.2 WIS Glazing 27.2 11556 39.6 Doors 9.7 204 0.7 Ceilings 0.9 1399 4.8 IrtrrdGirs Floors 0 0 0 Infiltration 0.4 1129 3.9 Ducts 1253 4.3 Ventilation 0 0 Gairg Internal gains 10975 37.6 Blower 0 0 Adjustments 0 on dS Total 29205 100.0 Cta �Iirgs Latent Cooling Load =4909 Btuh Overall U-value=0.149 Btuh/ft2-°F, Window/Floor Area =16.6% Data entries checked. 4}+- wrightsoft• 2024-Dec-31 10 28,11 5 _ Right-SuiteOO Universal 2023 23.0.01 RSU30008 Page .�IC.C� ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE BuildingAnalysis Job: MC0525 y Date: Dec 31,2024 Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Brian August 295 Grange Rd, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD (T) 58 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 46.8 37.0 Dry bulb(T) 12 84 Infiltration: Daily range (T) - 18 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh %of load Walls 3.3 4960 25.5 Ducts Glazing 17.4 5283 27.2 VAIIs Doors 22.7 476 2.5 Ceilings 2.4 1542 7.9 Floors 0 0 0 Irfiltraticn Infiltration 3.6 5620 29.0 Ducts 1532 7.9 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 aaam �bors Celirgs Total 19413 100.0 Component Btuh/ftz Btuh % of load Walls 0.9 1349 7.1 V\AIs Glazing 28.1 8521 45.1 Doors 9.7 204 1.1 Ceilings 0.9 552 2.9 IrtrrElGirs Floors 0 0 0 Infiltration 0.4 604 3.2 Ducts 415 2.2 Ventilation 0 0 Gairtg Internal gains 7270 38.4 Blower 0 0 Adjustments 0 on Total 18915 100.0 IIrLgs Latent Cooling Load = 3481 Btuh Overall U-value=0.108 Btuh/ftZ-°F, Window/Floor Area =18.9% Data entries checked. rk wrightsoft• 2024-Dec-3110:28:11 �� - —--- Right-Suite®Universal 2023 23.0.01 RSU30008 Page 2 ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Building Analysis Job: MC0525 y Date: Dec 31,2024 Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Brian August 295 Grange Rd, Southold, NY 11971 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 70 72 Elevation: 67 ft Design TD (T) 58 12 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 46.8 37.0 Dry buIb(T) 12 84 Infiltration: Daily range (T) - 18 ( M ) Method Simplified Wet bulb(°F) - 71 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh % of load Walls 4.0 4928 29.9 I]cts Glazing 17.4 2136 13.0 Doors 0 0 0 V\blls Ceilings 2.4 2369 14.4 Floors 0 0 0 Infiltration 3.6 4875 29.6 Ducts 2155 13.1 Irfiltration Piping 0 0 Humidification 0 0 Ventilation 0 0 oaang Adjustments 0 10 Total 16463 100.0 Ceilings M.". Component Btuh/ft2 Btuh %of load Walls 1.1 1340 12.9 1l\fils Glazing 25.3 3095 29.9 Doors 0 0 0 Ceilings 0.9 847 8.2 IrbTdGirs Floors 0 0 0 Infiltration 0.4 524 5.1 Ducts 841 8.1 Ventilation 0 0 oaang Internal gains 3705 35.8 Blower 0 0 Adjustments 0 ilk Total 10352 100.0 (Dilirgs IrfiltrElim Latent Cooling Load = 1428 Btuh Overall U-value=0.221 Btuh/ftZ'F, Window/Floor Area =12.6% Data entries checked. 'rid wrightaoft- 2024-Dec-3110:28:11 Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 3 rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Project Summary Job: MC0525 Date: Dec 31,2024 ` ..'. Entire House By: Michael A.Caruso = Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Proiect Information For: Brian August 295 Grange Rd, Southold, NY 11971 Notes: HERS Rater#7960376 Design Information Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 84 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 32189 Btuh Structure 27952 Btuh Ducts 3687 Btuh Ducts 1253 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35876 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 26051 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3568 Btuh Ducts 1341 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftZ) 2569 2569 Equipment latent load 4909 Btuh Volume (ft3) 24090 24090 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 30960 Btuh Equiv.AVF(cfm) 165 84 Req.total capacity at 0.70 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr➢ghttsotft` 2024-Dec-31 10:28:12 -•-• --• Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 ACCA rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Project Summary Job: MC0525 Date: Dec 31,2024 Eu:q. r" Sys - 1st Floor By: Michael A.Caruso - Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Promect Information For: Brian August 295 Grange Rd, Southold, NY 11971 Notes: HERS Rater#7960376 Design Information Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 84 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17881 Btuh Structure 18500 Btuh Ducts 1532 Btuh Ducts 415 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19413 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 16872 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2584 Btuh Ducts 897 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (pone) Area(ft') 1600 1600 Equipment latent load 3481 Btuh Volume(fP) 14400 14400 Air changes/hour 0.37 0.19 Equipment Total Load (Sen+Lat) 20354 Btuh Equiv.AVF (cfm) 88 45 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1430AJ1NB AHRI ref 6468401 Coil RCF3617STAMCA AHRI ref 8443779 Efficiency 92 AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 42000 Btuh Sensible cooling 20020 Btuh Heating output 39000 Btuh Latent cooling 8580 Btuh Temperature rise 37 °F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rk wrigAitsll tr 2024-Dec-31 10:28:12 —•^ —• Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 2 rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Project SummaryJob: MC0525 Date: Dec 31,2024 Sys 2- 2nd Floor By: Michael A.Caruso -- Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energyleslingservices.com Web:www.energytestingservices.com License:7960376 Proiect Information For: Brian August 295 Grange Rd, Southold, NY 11971 Notes: HERS Rater#7960376 Design Information Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 84 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14308 Btuh Structure 9511 Btuh Ducts 2155 ,Btuh Ducts 841 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load . 16463 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipment senslble load 9234 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 984 Btuh Ducts 444 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(f:2) 969 969 Equipment latent load 1428 Btuh Volume (ft3) 9690 9690 Air changes/hour 0.47 0.24 Equipment Total Load (Sen+Lat) 10662 Btuh Equiv.AVF(cfm) 76 39 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92PA0401317MSA Cond RA1418AJl NB AHRI ref 6468401 Coil RH1 P1817STANJA AHRI ref 7490727 Efficiency 92 AFUE Efficiency 12.0 EER, 14.5 SEER Heating input 42000 Btuh Sensible cooling 12530 Btuh Heating output 39000 Btuh Latent cooling 5370 Btuh Temperature rise 60 °F Total cooling 17900 Btuh Actual air flow 597 cfm Actual air flow 597 cfm Air flow factor 0.036 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pk wrighl 5!ft 2024-Dec-31 10:28:12 r� -• •• : - Right-Suite®Universal202323.0.01 RSU30008 Page ftC.C. ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Duct System Summary Job: MC0525 Date: Dec 31,2024 Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Brian August 295 Grange Rd, Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.60 in H2O 0.60 in H2O Supply/return available pressure 0.524/0.076 in H2O 0.524/0.076 in H2O Lowest friction rate 0.079 in/100ft 0.079 in/100ft Actual air flow 953 cfm 953 cfm Total effective length (TEL) 764 ft Supply Branch • Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 1 h 836 41 28 0.227 4.0 Ox 0 ShMt 6.0 225.0 st5 Bed Rm 1 h 4035 198 148 0.209 7.0 OX 0 ShMt 26.0 225.0 st6 Dining Area h 2601 128 119 0.098 7.0 OX 0 ShMt 50.5 485.0 st6 Dining Area-A h 2601 128 119 0.086 7.0 OX 0 ShMt 61.0 550.0 st6 Family Rm c 3973 124 200 0.139 8.0 Ox 0 ShMt 23.0 355.0 st6 Foyer h 1461 72 29 0.163 5.0 Ox 0 ShMt 30.5 290.0 st6 Kitchen c 3097 90 156 0.079 8.0 Ox 0 ShMt 47.0 615.0 st6 Laundry h 683 34 27 0.079 5.0 OX 0 ShMt 51.5 615.0 st6 Pwdr h 80 4 1 0.115 4.0 Ox 0 ShMt 33.5 420.0 st6 Study c 2415 112 122 0.212 6.0 Ox 0 ShMt 22.0 225.0 st6 wlc 1 h 477 23 4 0.226 4.0 OX 0 ShMt 7.0 225.0 st5 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5 Peak AVF 64 32 0.226 290 4.2 8 x 4 ShtMetl st2 st6 Peak AVF 889 921 0.079 754 14.0 8 x 22 ShtMetl st2 st2 Peak AVF 953 953 0.079 715 14.2 8 x 24 ShtMetl - - Wrlghtsoft- 2024-Dec-31 10:28:12 Right-Suite®Universal 2023 23.0.01 RSU30008 Pagel ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 953 953 97.0 0.079 683 16.0 Ox 0 ShMt Wrightsaft- 2024-Dec-3110:28:12 Right-Suite®Universal 2023 23.0.01 RSU30008 Page 2 +� ...rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Duct System Summary Job: MC0525 l Date: Dec 31,2024 -'' Sys 2-2nd Floor By: Michael A.Caruso _._ Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Brian August 295 Grange Rd, Southold, NY 11971 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.60 in H2O 0.60 in H2O Supply/return available pressure 0.543/0.057 in H2O 0.543/0.057 in H2O Lowest friction rate 0.091 in/100ft 0.091 in/100ft Actual air flow 597 cfm 597 cfm Total effective length (TEL) 659 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btu h) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 1098 40 21 0.210 4.0 Ox 0 ShMt 14.0 245.0 st4 Bath 3 h 777 28 19 0.138 4.0 Ox 0 ShMt 18.5 375.0 st4 Bed Rm 2 c 2945 167 170 0.204 7.0 Ox 0 ShMt 21.5 245.0 st3 Bed Rm 3 c 2977 124 172 0.091 8.0 Ox 0 ShMt 26.0 570.0 st4 Bed Rm 4 c 3373 166 194 0.162 7.0 Ox 0 ShMt 24.5 310.0 st4 WIC 3 h 733 27 8 0.101 4.0 Ox 0 ShMt 30.5 505.0 st4 WIC 4 h 1242 45 13 0.114 5.0 Ox 0 ShMt 34.0 440.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 167 170 0.204 509 6.2 8 x 6 ShtMetl st1 st4 Peak AVF 429 427 0.091 644 10.2 8 x 12 ShtMetl st1 st1 Peak AVF 597 597 0.091 671 11.6 8 x 16 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x 31 597 597 63.0 0.091 558 14.0 Ox 0 ShMt 2024-Dec-31 10:28:12 L wriglhtsa4t^ Page 3 ^t .,• ..,..., Right-Suite®Universal 202323.0.01 RSU30008 ...dan August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Manual S Compliance Report Job: MC0525 Date: Dec 31,2024 F,nrrgy r Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Brian August 295 Grange Rd, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.27 Sensible gain: 18915 Btuh Entering coil DB: 72.17 Outdoor design WB: 71.4°F Latent gain: 3481 Btuh Entering coil WB: 60.3°F Indoor design DB: 72.0°F Total gain: 22396 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1430AJ1 NB+RCF3617STAMCA Actual airflow: 953 cfm Sensible capacity: 22686 Btuh 120%of load Latent capacity: 5120 Btuh 147%of load Total capacity: 27806 Btuh 124% of load SHR: 82% Heating Equipment Design Conditions Outdoor design DB: 11.9°F Heat loss: 19413 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92PA0401317MSA Actual airflow: 953 cfm Output capacity: 39000 Btuh• 201%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrigOltsoft" 2024-Dec-31 10:28:12 �..,•. _, _. Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 rian August 295 Grange Rd Southold NY 11971.rup Calc=MJ8 Front Door faces:SE Manual S Compliance Report Job: MC0525 Date: Dec 31,2024 Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Brian August 295 Grange Rd, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 10352 Btuh Entering coil DB: 72.1°F Outdoor design WB: 71.4°F Latent gain: 1428 Btuh Entering coil WB: 60.3°F Indoor design DB: 72.0°F Total gain: 11780 Btuh Indoor RH: 50% Estimated airflow: 597 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1418AJ1NB+RH1P1817STANJA Actual airflow: 597 cfm Sensible capacity: 14833 Btuh 143% of load Latent capacity: 2386 Btuh 167%of load Total capacity: 17218 Btuh 146% of load SHR: 86% Heating Equipment Design Conditions Outdoor design DB: 11.9°F Heat loss: 16463 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92PA0401317MSA Actual airflow: 597 cfm Output capacity: 39000 Btuh 237%of load Temp. rise: 50 °F Meets all requirements ofACCA Manual S. t ti - - wriglhtsoft- 2024-Dec-31 10:28:12 _. ��.. Right-Suite@ Universal202323.0.01 RSU30008 Paget rian August 295 Grange Rd Southold NY 11971.rup Calc=MJB Front Door faces:SE �- Residential — Form 1� — ��}} for HVAC System _ _ RPER 1 /"CCK. Design 15 Mar 09 ArC (b>rasrsd:freta Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual A Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 295 Grange Rd, Sys 1-1 st Floor HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Constr_uction_infor_m.ation Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces Southeast Indoor temperature: 70 aF North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 19413 Btuh Number of bedrooms: 2 Conditioned floor area: 1600 ft2 Summer Design Conditions Number of occupants: 5 Outdoor temperature: 84 °F Indoor temperature: 72 °F Windows Root Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 21205 Btuh Internal shade: none Eeve Latent heat gain: 3903 Btuh Blinds,drapes,etc. OepIN wlrrScw Total heat gain: 25108 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating-Equipment-Data Cooling-Equipment-Data Blower-Data Equipment type: Prop furnace Equipment type: Split AC Heating cfm: 953 urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 953 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R92PA0401317MSA RA1430AJ1 NB+RCF3617STAMCA Fan's rated external static pressure for design airflow Heating output capacity: @9000 Btuh Total cooling capacity: 27806 Btuh Heat pumps-capacity at winter design out oor conditions ' Sensible cooling capacity: 22686 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 5120 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 953 cfm Longest supply duct: 667 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 97 ft Trunk duct: Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 764 ft Available static pressure(ASP): 0.60 in H2O Friction rate: 0.(�7g in/100ft Branch duct: Sheet metal Friction R ate=ASP-(T EL x'tl)6) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. "Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrig9�tsofC - Right-SuiteO Universal 202323.0.01 RSU30008 Residential — Review • Form /� _ _ RPER 1 AC;Ck,, • • (Loads, 15 Mar 09 wCam�cuoaaasarn� Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 295 Grange Rd, Sys 2-2nd Floor HVAC LOAD CALCULATION ,0 Design-Conditions Building Co.nstr_ucti.on_Information Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces Southeast Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 16463 Btuh Number of bedrooms: 3 Conditioned floor area: 969 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 84 *F Indoor temperature: 72 °F Windows Roc' Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft _ Sensible heat gain: 11606 Btuh Internal shade: none Eeve Latent heat gain: 1600 Btuh Blinds,drapes,etc. l7eplh w.dcw Total heat gain: 13206 Btuh Number of skylights: 0 EQUIPMENTHVAC • , • Heating_Equipment-Data Cool ing_Equipment_Data Bl_o_wer_Data Equipment type: Prop furnace Equipment type: Split AC Heating cfm: 597 urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 597 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R92PA0401317MSA RA1418AJ1 NB+RH1 P1817STANJA Fan's rated external static pressure for design airflow Heating output capacity: �9000 Btuh Total cooling capacity: 17218 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 14833 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 2386 Btuh DISTRIBUTIONHVAC DUCT .1 Design airflow: 597 cfm Longest supply duct: 596 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 63 ft Trunk duct: Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 659 ft Available static pressure(ASP): 0.60 in H2O Friction rate: O,r1 1 in/100ft Branch duct: Sheet metal Friction R ate=ASP-(T EL x Tll[I) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoft- - Right-Suite®Universal 2023 23.0.01 RSU30008 N s Foundation 7„ 7„ f " 4„ Basement 8' 4 X g2 8 4 ' - - - - T6„ - - - �, 4„ 5 6" 5" Slab OG Job#: MC0525 Energy Testing Services Scale: 1 : 84 Performed by Michael A. Caruso for: Page 1 Brian August 1648 Locust Ave Suite E 2s5 Grange Rd RightSuite®Universal 2023 Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 Phone:631-244-2627 License:7960376 2024-Dec-31 10:30:36 www.energytestingservices.com mcaruso@energytestingservi ...Grange Rd Southold NY 11971.ru � 1 N 'r 1st Floor 128 cfm 198 cfm 128 cfm Dining Area Bed Rm 1 g200 cfm WIC 1 2123 cfm Family Rm ®`1 6 cfm Kitchen ER41 cBith 1 Pwdr Laundry to irs R 4 cfm ®' cfm Foyer 953 cm Study ® 12 R 72 fm Garage Job#: MC0525 Energy Testing Services Scale: 1 :84 Performed by Michael A. Caruso for: Page 2 Brian August 1648 Locust Ave Suite E 295 Grange Rd Ri ghtS uite®Universal 2023 Southold,NY 11971 Bohemia,NY 11716 23.0.01 RSU30008 Phone:631-244-2627 License:7960376 2024-Dec-31 10:30:36 www.energytestingservices.com mcaruso@energytestingsery ...Grange Rd Southold NY 11971.ruK N I: 2nd Floor 28 cft n 40 cfm 170 cfm Bed Rm 3 Bath 2 Bed Rm 2 4" 4" 7" 172 cfm Batt 3 8" _L x8 6x 8 cfm 16x8Hall 4" WIT 3 5" 27 cf 17 Stairs 2 Bed Rm 4 WIC 4 45 cfm 194 cfm Job#: MC0525 Scale: 1 : 84 Performed by Michael A. Caruso for: Energy Testing Services Page 3 Brian August 1648 Locust Ave Suite E RightSuite@ Universal 2023 295 Grange Rd Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 Phone:631-244-2627 License:7960376 2024-Dec-31 10:30:36 www.energytestingservices.com mcaruso@energytestingsery ...Grange Rd Southold NY 11971.rur Pro Seal Insulation LLC. 1612 Locust Ave. Unit-E A P R 4 2025 Bohemia NY, 11716. (631) 455-5007 prosealinsuQ.qmail.com Certificate of Installed Value 4/10//25 Customer: Job Address: Brian August Builder 295 Grange Rd Cell: 516-234-8303 Southold, NY 11971 Email: Goodbizznezz@ao1.com Description Job 1) Foundation exterior walls* GMX Ultra-Shield WB Waterproofing. (60 Mills) Material Listed Below: I hereby certify that Pro Seal Insulation LLC. I installed the following product. (GMX Ultra-Shield WB) Waterproofing. Orlando Ramirez Ortiz President Pro Seal Insulation LLC + � D U� ��������D �� ��� ����,����UQ��� 1X11 ___ ��o ��� �uuu���� nr� �D��U ��� ca��`�ru���� L-:��GLl:Mcw`1 r__Jk`E__j 1. PRODUCT NAME best suited to each projnot's specific blocks should fall within guidelines ea- application requirements and budget- tabliohed by the National Concrete Ma- U|tra-Sh| [ mw�f�/gD� -constraints. aonryAoaociation and be acceptable k� Un' k= to the local building code enforcement 2. MANUFACTURER agenoy. T— '—re � - 'n - -' area GMX. Inc. "pA 1 ` 2025 protec d|n�otsunlight. |de�k Remove dirt and debris from the 3800 E. Q1ntStreet the materials should be stored inside vvaUe and footings with a stiff brush or Cleveland, temperatureOH 4 in a temperature controlled envi/on' broom. Scrape any loose mortar and � ������ms� Phone' mont (interior tennpoadurao between debris�onnthe vva||nand footings with � --- --- ' ���o� Of�out�s�� ` Fax: 21O'48O-85UU 0U-8O°F). Do not allow Ultra-Shield VVB a metal aonspnc Do not apply Ultra- to freeze. Any materials exposed tothe Shield VVB over standing water. Repair 3. PRODUCT DESCRIPTION elements should be elevated above any cracks in excess of1/16''along the the ground and covered byatarpaulin. footings orin the wall surface and all Ultra-Shield VVB Waterproofing is a Materials should not be exposed toex- honeycombed areas with a non shrink- polymer modified asphalt emulsion ceonive heat or direct flame. ing grout. Fill all voids around tie holes, membrane. |tio designed and peoom' recessed ties and other small voids ft�N mended for use ao the membrane onm- with an acceptable fiber reinforced as- ME -� ponont in an exterior wall waterproof- ing �ha|t roofing cement or oement|tioua ayotann. Ultra-Shield VVB forme o repair material. tough. dunyb|omannbnsnovvhiohbridg' s an shrinkage cracks and maintains its Membrane Installation:After the wall Oq ouperiorpe�ormanoeprope�ieavvhon and footing surfaces have been prop' exponodtotheohemio�ofoundinaoi|. er|y prepered, spray, roller or brush Ultra-Shield VVB meets the |CC E8R apply Ultra-Shield VVB over the antina � M acceptance criteria for cold, liquid ap' wall surface (to the designated gradnm plied below grade exterior waterproof- Ultra-Shield VVB should not be ap' line) and along the perimeter. Particular ing materials. plied during inclement weather and emphasis should be paid to vvu||joints the installation should not proceed in and the joint between the vva||o and The addition nf rubber polymer to the base the event that precipitation is probable footings. Ultra-Shield VVB is applied at emulsion enables the membrane to: during the application.Consult your |o' a rate of2O-25 sq.ft. per gallon in n*ui- oa| GMX representative or the GMX dentia| applications and to the apaci' w Bongataupto 200096 Technical Department for application fied rate in commercial applications. A * Bridge shrinkage cracks (up tn1/1O") recommendations when application two poae application is generally noo' w [|Vntro|vvatormigration between the temperatures are less than 200F Store ommnndod to ensure sufficient dry nni| coating and application surface waterproofing materials at room tern- thickness without excessive running or (localize leaks) poratuna until immediately prior to use puddling. To ensure a smooth. con- Impede water at high heads due to when the ambient temperature in |ooa ointent spray patt*rn, warm the mate- improved water vapor permeance than 4O°F Discontinue application ifthe rialto 1OU-13O"F immediately prior to * Comply with EPA Model Standard for ra+ material can not be stored attempera- spraying. don control in new home construction tunas which permit even distribution nf * Self-heal product. Avoid inhaling the spray mist Proteotion, drainage or insulation and take precautions to ensure ad- board in typically installed over Ultra- Ultra-Shield VVB is manufactured to equate ventilation. Consult the product Shield VVB to protect the membrane the highest quality control standards MGDS Sheet prior tospraying. from damage by the baokfi||, to assist and in accordance with ISO 9001 no' in draining water away from the foun' quimnnento. |8O certification ensures 4. INSTALLATION dotion and/or to insulate the foundation that each gallon produced meets the vvoU. The insulation/protection course highest quality control standards in the Preparatory Work: The vvaUn and is not required by code in residential industry. footings must be dry and of sufficient applications. It is recommended for strength and design to ensure atruo' commercial waterproofing upp|ica' U|tna'8hie|d VVB is compatible with a tura|integrity. Concrete wall and mortar tionn. Ultra-Shield VVB is compatible wide range of |nau|sdion, drainage and joints must cure a minimum 18 hours with u wide range of insulation and protection products. Your applicator before Ultra-Shield VVB is applied. protection boards including, but not can design the waterproofing solutions Foundation design using concrete limited to rigid fiberglass insulation/ j, TECHNICAL DATA ter away from the exterior founda- mineral spirits before switching materi- PRODUCT SPECIFICATIONS lion walls. als. Clean spray equipment with min- Type:Polymer modified asphalt waterproofing membrane eral spirits. Additional Procedures Color. Black Solids: 62%+/-5(by weight) for Poured Concrete Walls: 5. AVAILABILITY AND COST Density: 8.4lbs./gal(1.0 g/cu.cm) Ultra Shield WB can be ap- Application: Airless spray,brush,roller Cure Time: 2—24 hours plied immediately after the GMX materials are produced in and forms have been removed. shipped from our plant in Cleveland, Hydrostatic Pressure: Meets AC 29 requirement over Cracks(ASTM C 1306) Remove wall ties prior to ap- OH. For the name and number of the for pressure resistance. plication. Fill any large voids nearest GMX representative, call us at Low-Temperature Flexibility: Meets AC 29 requirement. and tie holes with a non- 866-228-7743. Our representatives (ASTM C 836 @-26 C.) No cracking or loss of shrinking grout or asphalt can provide pricing and put you in and crack Bridging adhesion. based cement. Do not apply contact with our nearest stocking GMX WB to frozen concrete. distributor. Adhesion Strength to 2.469 IbVin. Poured Cement: ASTM C 836,Meets AC 29 requirement. Additional Procedures for 6. WARRANTY Section 6.10 Concrete Block Walls: Mor- Adhesion Strength to 1.8551bfAn. tar joints must be made flush GMX warrants its material for 10 years Unparged Masonry: Meets AC29 requirement. to provide a void free bond- and its system applications for a period ASTM C 836,Section 6.10 ing surface. Ultra-Shield WB of up to 30 years provided our materi- Resistance to Water: No blistering or will adhere to both parged als are applied in accordance with the (ASTM D 2939,Section 15) re-emulsification. and unparged concrete block published specifications in effect at the y Meets AC 29 requirement. p time of installation. For specific warran- walls. Due to the porous na- p K -n Remains in Place ture of unparged concrete ty terms and conditions, contact your 3 C During Application: Meets AC 29 requirement. block walls, additional materi- local GMX representative or the Cleve- ? 0 Water VaporPermeance: .29 perms al may be required to achieve land office. CD ASTM E 96,Water Method w D the specified dry mil thick- M Extensibility after Heat Aging: 1/4"No Cracking ness. The mortar must be 7• TECHNICAL SERVICES (ASTM C 836,Section 6.12) Meets AC 29 requirement. Type M Or Type S as specified 0 r Elongation: 1936%min. by ASTM C-270-91 Your local GMX representative is avail- (0 p (ASTM D 412,die c) a (Specification for Mortar able to assist you in selecting the ap- Cure Time 12-24hours. for Unit Masonry, ASTM Vol. propriate product and to provide on- 04.01 and 04.05). site application assistance. For further information, please contact our Techni- Maynelp to contribute to LEED®credits: Allow the mortar joints to cure cal Service Dept. at 866-228-7743. EA Credit 1:Optimize Energy Performance a minimum 16 hours prior to EQ Credit 3.1:Construction IAQ Management Plan:During applying waterproofing. Construction Spray Equipment Recom- EQ Credit 4.2:Low Emitting Materials:Paints and Coatings mendations: Gasoline pow- MR Credit 5,1:Regional Materials:10%Extracted,Processed ered, airless spray units with and Manufactured Regionally a minimum 4,000 p.s.i. rating MR Credit 5.2:Regional Materials:20%Extracted,Processed will effectively spray any Ultra- and Manufactured Regionally Shield waterproofing product. For efficient spraying, use a heat exchanger to warm LEER®Buildings and Leadership in Energy and Environmental protection board, extruded polystyrene Designo are trademarks of the U.S.Green Building Council.The insulation and sheet drain materials, product to 100-130OF immediately Leadership in Energy and Environmental Design(LEER)Green Building Rating System is a voluntary,consensus-building nation- Any question regarding the compat- prior to spraying. A reverse-a-clean al standard that was initiated by the U.S.Green Building Council ibility of Ultra-Shield WB with a specific spray tip with an orifice between .029 (USGBC)for developing high-performance sustainable buildings. insulation/protection board or drainage and .035 is recommended for spraying board should be directed to the GMX Ultra-Shield WB. Most spray systems Technical Department. utilize 150' of hose. Use 1/2 inch, 5,400 Ultra-Shield is a trademark of GMX,Inc. p.s.i. rated hose for the first 100 feet. rev.9/16 Drain tile or strip drain must be installed as Use 3/8 inch, 4,700 p.s.i. rated hose ©2016 Garland Industries,Inc. per the manufacturer's instructions to ensure for the next 50 feet. A 4 foot, 1/4 inch 2 �� GMX, Inc. proper removal of water from the foundation whip line is used immediately before 3800 E. 91 st Street walls and footings. the spray gun to facilitate spraying. Do Cleveland, OH 44105 not mix water and solvent based mate- Toll Free: 866-228-7743 Backfill must be graded to direct surface wa- rials in the hose lines. Clean lines with Fax: 216-430-3500 www.gmxwaterproofing.com _ s �. �i• � r L ' �, li��I � 1� �� lll� AA V�Z4 WA ( AM , A W..IA fWWOAND Ll Mmmm 14 J 1/ ( I qAF ZIIIII �..� . i' 1 oQS�fFO�k�oa+ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971 0959 Telephone (631) 765-1802 Fax (631) 765-9502 htips: Mr aovSIP - Date Received t APPLICATION FOR BUILDING PERMIT For Office Use Only E C E 0 W V p PERMIT 1\10. Building Inspec:7or't Applications and forms must be filled out in their entirety Incomplete „ S E P 1 0 2024 ,applications wilinot be accepted.°'Where the'Apphcarit'is nofthe owner,an Own ees�Authorization'form(Page 2)shalt be completed �u1<TdiC�g Department Town of Southold Date. 1 I ' W OWNER S)OF PROPERTY.- Name: SCTM#1000- Q 99if p .." .i i f�ncAh S 4.rUS� . I Project Address: Phone#: S k, 2,3.4 D © Email.. G u o b r 2 N F ZZ /-N' AOL , c Mailin Address fo 0 X A0 0.0 JZQAl� 3 CONTACT PERSON: Name: M� f LA v► . . Mailing Address; PIe,. -0X I �. UE, 9 11 Sk t. Phone#: b3 I 1 6,r'— q D.J y Email:G°1 �.Y i. �3 Ai-G O.ESIGN PROFESSIONAL INFORMATION `-0 CS�M Name:, K Q h ti1 I� IJ J Mailing Address; Phone#: I — 3 '1 —.�.� Email; y H b _ M- t GMn J . C, CONTRACTOR INFORMATION: Name: (V)j�; G� I �r Mailing Address: Phone#: DESCRIPTION:OF'PROP.O,SED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project!, ❑Other. v 0- �' ► �+ $ �O 0O It y - Will the lot be re-graded? ❑Yes 1KNo Will excess fill be removed from premises? ❑Yes )kNo 1 PROPERTY INFORMATION ?` Existing use of property: \` Intended use of property: Zone or use district in which premises is situated':.' Are there any covenants and restrictions with respect to this property? ❑YesNo IF YES, PROVIDE A COPY. Check BOx`.After Reading:—The,owner/contractor/design professional Is msponsltile for all drainage and storm water Issues;az provided by' , Chapter 236 of the,Town Code`."APPLICATION IS HEREBY MADE to the~Building Department for;the lssuaoce of a Building Permit pursuant to the;Building Zone Ordinance;ofahe town of Southold,Suffolk,County,New York and other appllcabie Ulm s,ordinances or Regulations,,fouthe;constructlon of buildings, additions,alteratlonsor for removal or demolitton as here[m.descrltieil:The applicant agrees'to comply:wlth"all applicable laws,ordinances„building code, housing code and.regulatlons and to admit authorized Inspectors on premises'and in buildings)for.necessary Inspections:False'statements made herein.are. pdpish#e as a Class A:mIsde- ' ' pursuant to Section io.45•of th`e New York State:Penal law:;. Application Submitted B pp y(print A IL: N name): ���VI-5 ❑ � Authorized Agent Owner (1/I I Signature of Applicant: Date: I l� STATE OF NEW YORK) SS: COUNTY OF �Go�r 1 iM �' n N�� l- I L4 (y Ll S! _ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe (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 day of � ,:20- -ow- AROLYN S YDER RY PUBLIC,STATE OF NEW YOM Registration No.01SN6101622 PROPERTY OWNER AUTHORIZATION �ualifxpiresd In SuffolkNovember Commission Expires Novemt�er 17,20 (Where the applicant is not the owner) �v Q P a ��u 1 gU a ro I,,_Q.� ►-W- -I'. r�� - �°'� clS .. �� �'esiding at � el,(". • _ 32-)12 do hereby authorize;- MFl fL n NN.n / ' U GV s�- to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owned Signature Date Print wner's Name 2 mow° goo TOWN OF SOUTHOLD—BUILDING DEPARTMENT 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 h s://www.southoldtom=. ov P ( ) ( ) ttp Date Received APPLICATION FOR BUILDING PERMIT r; uWFor Office Use Only PERMIT N0. 01 Building Inspector: { JAN 2 3 ,., 2025 �.... Applications and forms must be filled out in their entirety;Incomplete applications;wrll not be accepted Where the Applicant rsnot the owner,an -;W Owner's Authorrzatlon form(Page 2)sfiaIl.be completed Date: OWNERS)OF PRQPERTY `: � , - Name: . _._: . .(V1�...,fZ•i-/. t-4/�T�,.. _. ...�Ul..ib�.�. ... SCTM#1000 Project Address: (� Phone#: � `� Email: .. ,.. ,. Malting Address (1® ,S n ri`� U vF v d `�- p CONTACT PERSON` Name: R.i.A-1•11vA _ A Lq,:Gi4 Mailing Address: l S , . . . ._0. _ .. ..3,u. v_ , J / Phone# 'w7 . Email V 6 O 'x 2. t - ZZ + Au L C DESIGN PROFESSIONAL INFORMATION 1G� Name: 6 Mailing Address: II Phone# 1 © S • Email Y'4 L � a CONTRACTOR INFORMATION Name Mailing Address: C. Phone# G 1 S r �� q d 9 Email: 1 vj 1� LL DESCRIPTI0 OF PROROSED CMw ELL ONSTRUCTION *ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project. ❑Other tv i V, a. H 'D%j I i r) $ �o 00 ,6 Will the lot be re-graded? ❑Yes DkNo Will excess fill be removed from premises? ❑Yes ANo 1 PROPERTY INFQRMATION I .� Intended use property: , Existing use of property: se o � Zone or use district in which premises is situated: Are there any covenant and restrictions with respect to this property? ❑Yes IF YES, PROVIDE A COPY. Check Box After Reading The owner/contracEor/design professional is responsible for all drainage antl storm water issues as provided by, Chapter 236 of the Town Code QPPLtCATION CS NReBY(WADE to the BaPldingDepartrnentfnr the issuance of a Building PerrmYpursuant to'tfie Bmldirig Zone ' Ordinance ofahe Tgwrtof Southold,Suffolk,County,New Yoik and other applicable Laws,Ordinances or iiegulafigns,forthe-construcUan of buildings, `' adtlitlons,alterations or for removal or demobtlgn'as here�ndescribed The applii:ant agrees to comply with all applicable laws,orditia"nces tuildin code housing code and regulations and to admit authoried inspectors on premises and m building(s),for necessary inspections Ealsestateinents made he in' punlshableas'a Class A`misderoeanor putsuant fn Section'210 4S ofthe New fork State Penat Law Application Submitted By(print name): (tom d 11 (V 0-i 6L4 L4 � ❑Authorized Agent Nowner Signature of Applicant: ,,� Date: STATE OF NEW YORK) SS: COUNTY OF 'JN A L1, G L4�� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)'above named, (S)he is the lbw k.y (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 /)n day of_ ' K\J G.r 20 Notary Public Kristina A Fuller PROPERTY OWNER AUTHORIZATION Notary Public,State of New York No.01 FU6357205 (Where the applicant is not the owner) Qualified in Suffolk county My Commission Expires April 17,20-2 S I� residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 oF so�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G aO Southold,NY 1 1971-0959 'O �yCDUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 24, 2024 To: Marianna August 170 South Penataquit Avenue Bayshore,NY 11706 RE: SCTM# 1000-78.-1-4—Friedman, Determination of Merger Request Ms. August: 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, L)II e ,L. Amanda Nunemaker, Plans Examiner V S�FFQLk :� BUILDING DEPARTMENT- Electrica J ecto v ,�O�O C�Gy�, TOWN OF SOUTHOLD a toot 4 H = Town Hall Annex - 54375 Main Road - O Box �,�7 0��,�tihoec' t o Southold, New York 11971-0959 " 16 a y O� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(a�southoldtownny.gov — seandna.southoldtownny.gov .r.-�G. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/7/25 Company Name: Big Bear Electrical Contracting Electrician's Name: Paul DeLucia License No.: ME-43841 Elec. email: office@bigbearelec.com Elec. Phone No: 631.760.1997 M I request an email copy of Certificate of Compliance Elec. Address.: PO Box 606, Yaphank, NY 11967 JOB SITE INFORMATION ION (All Information Required) Name: Marianna August Address: 295 Grange Rd SUVlr}r1p\a i, Cross Street: Southold, NY 11971 Phone No.: 516.234.8303 Bidg.Permit#: 51701 email: goodbizznezz@ao1.com Tax Map District: 1000 Section: 078 Block: 01 Lot: 004 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical wiring for new construction home. I Square Footage: r3000 4 Circle All That Apply: Is job ready for inspection?: YES NO 0 Rough In EJ Final Do you need a Temp Certificate?: YES 0 NO Issued On 5/22/25 Certified Elec Insp Temp Information: (All information required) Service Size Will Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 0 0New ServiceF�Fire ReconnectOFlood Reconnect®Service Reconnect DUnderground ✓❑Overhead # Underground Laterals Ill 2 W/ H Frame Pole Work done on Service? Y N Additional Information: �a PAYMENT DUE WITH APPLICATION f1 1¢ U 4 65� A M eq�C,y FirstAmerican Wtde September 6, 2024 Town of Southold P.O. Box 1409 Southold, NY 11971 RE: Title No: SS6261-S Premises: 295 Grange Road, Southold Tax Map No.: 1000-78.00-01.00-004.000 Dear Sir or Madam: Please be advised that American Dream Abstract, Inc. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time.. Very truly yours, 40a",/" Patricia A. LaPorta, Esq. New York State Counsel Agency Division PAL/wvp cc: American Dream Abstract, Inc. 180 East Main Street, Suite 100 Patchogue, New York 11772 Phone No. 631-776-1710 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600 • FAx 212.922.0881 www.firstamny.com AMERICAN ®REAM ABSTRACT, INC. Representing First American Title Insurance Company of New York 180 Gast Main Street Suite 100 Patchogue,New York 11772 Phone: 631-776-1710 Fax: 631-776-1715 info@americandreamabstract.com COUNTY OF SUFFOLK ) TITLE NO. SS6261-5 SS.: STATE OF NEW YORK ) AMERICAN DREAM ABSTRACT, INC., as policy writing agent for FIRST AMERICAN TITLE INSURANCE COMPANY hereby certifies to THE TOWN OF SOUTHOLD that a search was made of the records of the County Clerk's Office of Suffolk County back to 1957 for the following described property: 295 GRANGE ROAD, SOUTHOLD ALSO being known and designated on the Suffolk County Real Property Tax Agency Map as: DISTRICT: 1000 SECTION: 078.00 BLOCK: 01.00 LOT: 004.000 See Schedule "A" description attached THIS search is for information. The Company's limit of liability under this certificate, for any reason whatsoever, whether based on contract or negligence, shall not exceed $25,000.00 and shall be confined to the applicant to whom this certificate is addressed. No policy to be issued hereunder; Searches have been run to July 15, 2024 Dated: September 6, 2024 American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6 day of YX�r2024 U 5 Np ry Public 7PTUjBu1-1C7 7AiDril NOTAE EW]2- u1389My C1�, TITLE NO. SS6261-S SCHEDULE "A" ALL that certain plot, piece or parcel of land situate lying and being in the town of Southold, at Southold, County of Suffolk and State of New York known and designated as Lot No. 2 on a certain map entitled, "Map of South Harbor Homes" and filed in the Suffolk County Clerk's Office as map no 4096. FOR INFORMATION ONLY premises being known as 295 GRANGE ROAD, SOUTHOLD 1000-078.00-01.00-004.000 American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6 day of e tem er 24 I1 N Public JODI L BRUST ENOTARY PUBLIC,STATE OI tiEW YORK Suffolk County Commission# 0IBR6143897 il 1 20_ n /n Commission Expires Apr TITLE NO. SS6261-S SUBJECT PREMISES: SCTM: 1000-078.00-01.00-004.000 CHAIN OF TITLE DEED Alice J. Dart Dated: 02-09-1943 To Rec'd: 02-10-1943 Vincent Krupski and Amelia Krupski, his wife Liber: 2272 cp 494 --------------------------------------------------------------------------------------------------------------------- DEED Antone Krupski and Henry Krupski Dated: 09-27-1961 To Rec'd: 10-10-1961 Rene Gendron Liber: 5062 cp 91 NOTE: Vincent Krupski died 02-14-1956 Surrogates # 208P56 NOTE: Amerlia Krupski died 07-01-1959 Surrogates # 655P59 Devised to Antone Krupski and Henry Krupski --------------------------------------------------------------------------------------------------------------------- DEED Rene Gendron Dated: 04-25-1983 To Rec'd: 04-29-1983 Henry P. Friedman Liber: 9350 cp 191 --------------------------------------------------------------------------------------------------------------------- DEED Henry P. Friedman Dated: 05-15-2012 To Rec'd: 10-04-2012 Henry P. Friedman, trustee of Henry P. Friedman Living Trust Liber: 12707 cp 326 LAST OWNER OF RECORD Awl, American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6th ay oa m J 2024 Not r T blic FNOTA'R.P-Y ODI L BRI;ST LIC,STATL OF SEW YORK Suffolk Counry mission# 01BR6143897non Expires April 1',30 TITLE NO. SS6261-5 PREMISES ADJOINING TO WEST: SCTM: 1000-078.00-01.00-003.000 CHAIN OF TITLE DEED Alice J. Dart Dated: 02-09-1943 To Rec'd: 02-10-1943 Vincent Krupski and Amelia Krupski, his wife Liber: 2272 cp 494 --------------------------------------------------------------------------------------------------------------------- DEED Antone Krupski and Henry Krupski Dated: 09-27-1961 To Rec'd: 10-10-1961 Rene Gendron Liber: 5062 cp 91 NOTE: Vincent Krupski died 02-14-1956 Surrogates # 208P56 NOTE: Amerlia Krupski died 07-01-1959 Surrogates # 655P59 Devised to Antone Krupski and Henry Krupski --------------------------------------------------------------------------------------------------------------------- DEED Rene Gendron Dated: 03-01-1965 To Rec'd: 03-02-1965 LeRoy Rausch and Anne C. Rausch, his wife Liber: 5708 cp 215 --------------------------------------------------------------------------------------------------------------------- DEED Anne C. Rausch Dated: 12-07-1965 To Rec'd: 12-27-1965 Clifford G. Cornwell Liber: 5884 cp 466 NOTE: No proof of death found on LeRoy Rausch --------------------------------------------------------------------------------------------------------------------- DEED Clifford G. Cornwell Dated: 04-08-1976 To Rec'd: 04-12-1976 W. Bruce Bollman and MaryArm Bollman, his wife Liber: 8016 cp 432 CONTINUED American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6 h day f ept er 2024 N ry Public JODI L BRL ST NOTARY PUBLIC,STATE Or NEW YORK Suffolk County Commission# OIBR6143897 �'n My Commission Expires April 17.20 �(' TITLE NO. SS6261-S PREMISES ADJOINING TO WEST: SCTM: 1000-078.00-01.00-003.000 CHAIN OF TITLE continued DEED W. Bruce Bollman and MaryAnn Bollman, his wife Dated: 04-11-2013 To Rec'd: 05-31-2013 Scott Bollman Liber: 12731 cp 482 NOTE: As to 1/3 interest --------------------------------------------------------------------------------------------------------------------- DEED Scott Bollman Dated: 04-02-2020 To Rec'd: 12-08-2020 Scott Bollman and Kassata Bollman, his wife Liber: 13081 cp 430 --------------------------------------------------------------------------------------------------------------------- CORRECTION DEED W. Bruce Bollman and MaryAnn Bollman Dated: 12-23-2021 To Rec'd: 06-24-2022 Scott Bollman Liber: 13162 cp 60 NOTE: Correction deed being recorded to transfer full 100% interest --------------------------------------------------------------------------------------------------------------------- DEED Scott Bollman Dated: 01-13-2021 To Rec'd: 06-24-2022 Scott Bollman and Kassata Bollman, his wife Liber: 13162 cp 61 LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6th i&YW 024 Not Public S ENOTARY I L BRL,'ST STATE OF NEW YORKfolk County on# 0IBR6143897 xpires April 17, ZO�� TITLE NO. SS6261-S PREMISES ADJOINING TO EAST: SCTM: 1000-078.00-01.00-005.000 CHAIN OF TITLE DEED Alice J. Dart Dated: 02-09-1943 To Rec'd: 02-10-1943 Vincent Krupski and Amelia Krupski, his wife Liber: 2272 cp 494 --------------------------------------------------------------------------------------------------------------------- DEED Antone Krupski and Henry Krupski Dated: 09-27-1961 To Rec'd: 10-10-1961 Rene Gendron Liber: 5062 cp 91 NOTE: Vincent Krupski died 02-14-1956 Surrogates #20SP56 NOTE: Amerlia Krupski died 07-01-1959 Surrogates # 655P59 Devised to Antone Krupski and Henry Krupski --------------------------------------------------------------------------------------------------------------------- DEED Rene Gendron Dated: 10-01-1964 To Rec'd: 10-05-1964 Joseph Peter Oates and Kathleen M. Oates, his wife Liber: 5626 cp 470 --------------------------------------------------------------------------------------------------------------------- DEED Joseph Peter Oates and Kathleen M. Oates, his wife Dated: 04-08-1982 To Rec'd: 05-06-1982 John S. Buffa and Henry P. Friedman Liber: 9179 cp I I I --------------------------------------------------------------------------------------------------------------------- DEED John S. Buffa and Henry P. Friedman Dated: 09-20-1996 To Rec'd: 09-30-1996 Manuela Nocera Liber: 11794 cp 833 --------------------------------------------------------------------------------------------------------------------- DEED Manuela Nocera Dated: 10-03-2016 To Rec'd: 10-12-2016 Manuela Nocera and Joseph Anthony Nocera Liber: 12883 cp 489 LAST OWNER OF RECORD American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6th Oay of Se temb 2 4 No tylublic Jo NOTARY PUBLIC,STATE Or NNEW YORK Suffolk County Commission# 01BR6143897 n My Commission Expires April 17,20_ a.ao.aa.�aca TITLE NO. SS6261-S PREMISES ADJOINING TO NORTH: SCTM: 1000-075.00-04.00-028.000 CHAIN OF TITLE Examiner cannot locate deed for PUE into John H. Lehr,who died with same in 1959 John H. Lehr died 07-11-1959 Surrogates 777P59 with premises to Florence H. Lehr DEED Florence H. Lehr Dated: 04-28-1969 To Rec'd: 05-01-1969 Martin C.Nelsen Liber: 6543 cp 193 NOTE: Florence H. Lehr acquired premises as devisee of LW&T of John H. Lehr, who died 07-11-1959 Surrogates # 777P59 --------------------------------------------------------------------------------------------------------------------- DEED Martin C.Nelsen Dated: 06-23-1970 To Rec'd: 06-30-1970 Port Jefferson Station Properties Inc. Liber: 6764 cp 454 --------------------------------------------------------------------------------------------------------------------- DEED Kasper-Staller Properties Inc successor in interest to Dated: 03-24-1975 Port Jefferson Station Properties Inc Rec'd: 10-02-1975 To Liber: 7810 cp 410 Max Staller and Benjamin Kasper --------------------------------------------------------------------------------------------------------------------- DEED Max Staller, Benjamin Kasper and Staller& Kasper Dated: 07-30-1985 To Rec'd: 08-16-1985 Salvatore Catapano and Jeanne Catapano, his wife Liber: 9853 cp 29 NOTE: Two parcels, PUE is Parcel one CONTINUED American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6t day ofl ptem er 2024 N t ry Public JODI L BRUST NOTARY PUBLIC,STATE OF NEW YORK Suffolk Count- Commission# 01BR61.13897 My Commission Expires April 17, 2(�� TITLE NO. SS6261-S PREMISES ADJOINING TO NORTH: SCTM: 1000-075.00-04.00-028.000 CHAIN OF TITLE continued DEED Salvatore Catapano and Jeanne Catapano, his wife Dated: 05-27-1987 To Rec'd: 01-03-1987 Church of the Open Door, Open Door Ministries, Inc. Liber: 10333 cp 373 --------------------------------------------------------------------------------------------------------------------- DEED Church of the Open Door Dated: 11-25-1997 To Rec'd: 01-05-1998 United Yokefellow Ministry and Church of the Open Door Liber: 11871 cp 13 Open Door Ministries --------------------------------------------------------------------------------------------------------------------- DEED Joan McNichol, Referee Dated: 08-21-2001 To Rec'd: 09-26-2001 L.I. Head Start Child Development Services, Inc. Liber: 12143 cp 753 NOTE: Forecloses mortgage in Liber 13146 cp 76, Liber 13904 cp 240 as consolidated vs. Church of the Open Door LAST OWNER OF RECORD ativ-1-l"ta y� American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6th d VgTr 024 Nota ublic JODI L BRUST NOTARY PUBLIC,STATE OF N,-EW PORK Suffolk County Commission# 01BR6143897 ^A My Commission Expires April 17, 20 �f TITLE NO. SS6261-S PREMISES (STREET) ADJOINING TO THE SOUTH GRANGE ROAD American Dream Abstract, Inc. By: Caroline S. Bancroft Sworn to before me this 6th day of Se tember 2024 NoV ublic JODI L BRL LTARY PUBLIC.STATE Ot �;EW YORKSuffolk CountyCommission# OIBR6143897y Commission Expires April 17,20 :[5/16/2024 t� 1' n � te.- evisions 04-21—98 11-09-98 �Y§���.,. z x,,. 7, s �.'.� � rya zx�s �. � } ,h s x � �'s ��z�: •s . 3•• '.•^ ^e, r� t .�*-. 08-19-01y y itl vi, 476 9 r 'a S � 04=03-01 � �" 332 06-27-01 ,'RI� - 4 Z •( 3 E 08-13-01 �,d " l$ - 09-12-01 01-14-02 b '77 08-02-02 1d �> Ilk 10-10-03 '"1 ✓ h6f} � 6 ' 04-15-04 ��•� l` ® ;o+ t4} �"' 10.23 08-06-04 05-26-05 {} cdl t7:5A 1 0-24-05 w 1 han 11-09-05 � - 01-12-06 � 11-22-06 r"1 - 05-11-09 �.x 10.22 s� 1i-20-09 1.4A tt� . 09-3a-11 ' hQ� cz1 rn 12-03-12 ,aa � a s # 04-29-14 ff; `. 1� 1zt t 738 k 7--- _.. �z r o a 1 +mod 70 73G 135 -� -1 w1 .,, w w -� 72 T 3 114.._ f . �a23 t ta7l �� _ _ 07-14-15 $ J37P 07-12-18 - 1: ,2 ' i r ,; 'ter i7 18 T 19 20 21 a9-1s-18 13xi 1"35 22 11-t19-1 8 UK. m (50')� -, 16 1"c5 1r5 _ 01-1.6-20 1:aA{c) f, ? 1 (45) 2 h 4 3 03-03-20ST ! J as°-26-2a 337.1"1Sf f } t r aLE I t 3 74i 17Ui An �� 14 iaal j k /Job: ooy-ulistollo �ec � t--.- [0-75.0� M Date [4/30/2020 � : AS-, "A -' g fir✓ - ' 5:0A(C) CHURCH OF THE OPEN DOOR � I",Xl� y }j� 7 � t!1 'i�� ' S m t 14 0 ,iiN ✓" '� + �rSr ��1) � L'�l. � ���?. (��� :mod � io 1$ Pir o` to w *VIP Xy {Zd} Cil (R I eHAt GE BASINY nv �a nCi D � LAND NOW OR FORMERLY OF D START CHILD DEVELOPMENT SERVICES, INC. LI HEAD (SCHOOL) 85°3 a',0" E 1 00.00' LOT 2 i m n S.E. (WOODED) V) � O -P O U► O j O O a � u ® M rr- LTI LTI zw 00 u, 55.00' S 85°09'50" GRANGE R®rAD (50' W1DF.) (D WELLI NGS) PERT@EDED ®: OF NEW �O N g Ec w 0 O THE EXISTENCE OF RIGH7,� A AI D/OR EASEMENTS OF RE6.63q 04ga�1 cJJ� ANY, NOT SHOWN ARE NOT FD LAND GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION T0, THIS SURVEY IS A VIOLATION OF SEECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EdBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S!PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION, GUARANTEES ARE NOT TRANSFERABLE. PRELIMINARY SLDRN Y OF: LOT 2 MAP OF SOUTH HARBOR HOMES FILED JULY 14, 1964 FILE No. 4096 KENNETH H. BECKMAN L.S. SO TWATED IN: SOUTHOLD Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFEDLK COUNTY, NEW YORK (631) 345-9427 DATE. 8/2912024 JOB NO. H24-22725 SCALE: 9" = 30 FAX (631) 345-9429' DIST. SEC. BLK. LOT S.C.T.M. NO. 1000 078 01 004 BY ROY K. REISSIG, P.E. �t LAND NOW OR FORMERLY OF EL. 18.1 0 LOPMENT SERVICES, INC. 11/26/2024 cv 0 r= LI HEAD START CHILD DE(CHOOL) O TABLE 1 - MINIMUM SEPARATION DISTANCE TO SEWAGE DISPOSAL SYSTEMS N FEET Q 00 Z � PT TOPSOIL J o J I 100.00 Septic Tank, Leaching Sewer • • W 00 N 85D35'40" E 7 . Design Professional's Certification Required. SM LIGHT BRN. Table of Minimum Horizontal Separation I/A OWTS Structure/System Line, o 2 N Distances From: O Y -- Submit P.E. or R.A. Certification For SILT Pump Station, (including Force � or Manhole expansion) Main � J 32 The Installation and Construction of the Sewage Disposal System BRN. SILTY - Q ~ x 13.1 SM O Building with Cellar/Basement 10 ft. 10 ft. 5 ft. U Use Form WWM-073 SAND cv Building on Slab 5 ft. 10 ft. 5 ft. Q�- � x 13.2 1- W x 14.5 Porches, decks, house overhangs, cantilevers,etc. 5 ft. 5 ft. 5 ft. Uj W Z t LOT 2 Water Service Linc/Laterals/Mains 1011. 10 it. 10 ft. � Ur I 18,193 S.F. S•F• w x 13.0 Underground Utilities 5 ft. 5 ft. 5 ft. Z WOODED) 14.5 (n SP BRN. SAND - r- Surface Waters- 75 ft. 100 ft. 50 ft. Cn 0 Z ( & GRAVEL O O Public Water Well 200 ft. 200 ft. 50 ft. V) LU f- Z -P T No 1 Private Well' 75 ft. 100/150 ft. 50 ft. Z Q O = 0 SYS 0 Q O D,W.EL.(15.3) Non-Potable Water Well 50 ft. 5011. 50 ft. Cn (•) (16 6) v Road Storm Drains/Stormwatcr Recharge Basin 2011. 201t. 10 ft. W Cn W V- J � x 15.8 R 10 On-site Drywells/Drainage Structures loft loft loft 0 z Z Q C 1TI - Catch Basins (non-leaching)/Drainage Pipe 5 ft. 10 ft. 5 ft. Q Q Q �: LL C �x 17.0 26 / LIGHT BRN. � � � Q = R (16.5) O SP SAND & O Leaching Pool 8 ft. 8 ft. 5 ft. Q 0 U) 2(0 (17.8) 16. ) 15.9' ( m r0 GRAVEL `�' Septic Tank,Pump Station, or Manhole 5 ft. 8 ft. 5 ft. 14.6' PROP. �, n � `� -I (17.3) v m I'., 12'x17.5' a3 m X -' NO WATER Property Lines 5 ft. 5 ft. 5 ft. n DECK rn LO y r m m ca N N Swimming Pool 201t. 20 ft. 5 11. E rn r © rn PROP•2 Retaining Wall (water proof) 10 ft. 10 ft. 5 ft. , L 21" ° a E t r- �N cn STORY x17.3 TEST HOLE DATA ��� 0 E o T Z N 4 BEDRO Fuel Storage Tanks (below ground) 10 ft. 10 ft. 10 ft. = 8 ° _ .4 , G) o SINGLE FAMILY �_ / o 15•- o 8 c w c cc2 ° c ca DWELLING _ _ _ IIA OWTS BLOWER F F,EL.(20.3) 0 c Q Bluffs 65 ft. 65 ft. 65 ft. N = O •ma� co•�, cow � o IIAOWTS G.F.EL.(18 ) ITI CONTROL PANEL ggSMT.EL.(11.3) 70 ` Qp ` a v- N ° U IA.SCH BO PVC c a 2 c `o = 314-COD W ,n Q COMPRESSED AIR � N ` °_ L c C 0 3 O 3 LINE FROM BLOWER I X 18.6 I CT� y - 3 ° o 26. ' N OIN O OL C 5 C m M s c t mM° o f I N O - PORCH R.O. o, m 00 m I o o•@� :? c ai c t d= C = N O O O lv �' r�1 8.5) 21.5' -{- u c a ° E o w o t W C = f4 = U = O 'O = L C O U w Q7 W m (180) I Go N 18.5 (18.0) / �/ � @N �c� ¢ rcnc0 mo O o O FUJI CEN5 ( ) x181 r^ `♦ OWTS SYSTEM DESIGN FLOW CALCULATIONS ►- E ° SEPTIC rrl JS/` =440/GAL/DAY GRADE •.,,,,,,,,...0 SYSTEM W �] REQUIRED FOUR(4)BEDROOMS DRIVE. � E 'O C) PROVIDED FOUR(4)BEDROOMS =500/GAL/DAY-FUJI CEN5 4" SOLID DRIVE. �'o,, ax1r x 18.0 0 O -% 'Q Q CORRUGATED GRAVEL xi .6 L.P. CIO LEACHING SYSTEM; ROOF DRAIN PIPE -.EDARC,�, DRIVE tS �� REQUIRED;300 SQ. FT.SIDE WALL AREA NAG,�� �. _ v O_ SL, V' WATER SERVICE LINE hn4 Q 0 o�` �' ``„ � PROVIDED;ONE 8 FT DIAMETER X 12 FT HIGH PER FIGURE A I W - m Nm 55.00' AS REQUIRED BY THE SCDHS RESIDENTIAL STANDARDS. L '� L.P. Wa E E �t ^� , Va1fj. ?9010 -ko ° z WATER LINE / ROOF DRAIN PIPE CLEARANCE O ��GFtwE�s ASPH. N J TABLE 3-MIINIMUM INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS DRIVE CL z a (17.5) a "a 100.00� CAPACITIES W x 17.7 40 S 85D09'50". -SUP Number of Bedrooms Minimum FA OWTS Rated Treatment Capacity(gallons per day) X 1 .8 Jr 18 y SGN. EP 16.84 1, 2,or 3 400 GN• Ep 17.13 W 4 440 L� EP 17.35 W 5 550 EP 17.07 EP 17.2 W 6 660 FIRST FLOOR EP 16.84 CL 17.52 W EXIST.WATER MAIN CL 17.63 U W CL 17.96 NOTES: EXTERIOR c a CL 17.78 R�Ap FA OWTS size requiirements for more than six bedrooms shall be calculated by adding 110 gallons per day per bedroom for each CLEANOUT N N IW- CL 17.53 R Q NGE additional bedroom. A garbage grinder is not permitted to be connected to an FA OWTS. � � �\� .\� N � Z 1 `l (50' WIDE) Merv. o = C0 N 1/4"/1' 1.- Q u) LU tU Lll _J SEPT DRAINAGE CALCULATIONS: 120V AC, 1�,60 HZ,20-AMP POWER SUPPLY. TANK Q to PLOTPLAN SYSTEM No. 1 HIGH WATER ALARM WIRINGS #12-AWG WITH GND IN PVC CONDUIT. LOT 2 ROOF AREA= 2107 S.F. x 2/12 x 100% = 352 CU. FT. AS PER MFGR. IN CONDUIT, MAIN GRASS AREA 5400 S.F. x 2/12 x 15% = 135 CU. FT. I PANELS MAP OF SOUTH HARBOR HOMES TOTAL REQUIRED CAPACITY= 487 CU. FT. (- EXTERIOR CLEANOUT USE 1-8' DIA. 12 V.FT. = 506 CU. FT. ACT. CAP. FUJICLEAN UNIT CONTROL FILED JULY 14, 1964 FILE No. 4096 (SINGLE BLOWER) , PANEL o SOUTHOLD 1 " = 20' SERVICE GENERAL NOTES: TWON OF SOUTHOLD NOTES: _ CONNECTION 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL 1. ELEVATIONS SHOWN REFER _ AND DURING SYSTEM STARTUP. NEW YORK TO NAVD 88 DATUM w '� 2. PROPOSED GROSS FLOORAREA I ARDWIIRE 2. THE OWTS INSTALLER SHALL HOLD A ENDORSEMENT J FROM SUFFOLK COUNTY Q' TAX MAP #: 1000 - 078 - 01 - 004 FIRST FLOOR = 1650.8 SF. GROUND ROD DEPARTMENT OF HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. cC U SECOND FLOOR = 1002.3 S.F. GARAGE = 455.8 S.F. 3. THE OWTS INSTALLER SHALL RESISTER THE ON SITE TREATMENT SYSTEM WITH [� SUFFOLK COUNTY DEPARTMENT OF HEALTH. THE DESIGN ENGINEER �f, 3. THERE ARE NO SURFACE WATERS\ (a WETLANDS WITHIN 300 FEET OF SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. FUJIIMAC BLOWER SUBJECT PROPERTY � (� 'd ,� �,� �, 80RII-20OR11 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE //,�,� � x • N V .„Icr lines must O insp dc�d I? tEkr, 4. PROPOSED SANITARY SYSTEM IS Q W -d >a FUJI CEN5 SEPTIC TANK AND PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDH. c Qlkr C0un D€p,:.. f'�f:'C Seel t icos. 1-8' DIA. 12 V.FT. LEACHING POOLS '� �- �Ir � 0��.�.j � FOR BEDROOM MAX. DWELLING 5. PROVIDE 2 INCH VENT PIPE FROM THE OTWS SYSTEM TO THE SINGLE FAMILY I 5 5I �� DWELLING AND CONNECT TOT HE SEWER VENTING SYSTEM WITHIN THE HOUSE SO cE-d �'' tli;" �' mE®Clrr 5. ALL DWELLINGS WITHIN 150' OF ELECTRICAL ONE LINE DIAGRAM SINGLE 9 BLOWER UNIT ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT. . ��ilf'I�C'', ® I"Ct'1^ PROPOSED SANITARY SYSTEM ARE CONNECTED TO PUBLIC NOT TO SCALE 6. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF WATER SUPPLY CONNECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL /� -y- + NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS. E E TTA C H M E N 1 Its) TSEE SURVEY FOR LOCATION OF SYSTEM, LEACHING RINGS, PIPING AND DISTANCES SCUM BAFFLE B CHAMBER Volume (gal) 8 1/2" 1 Sedimentation Chamber 198 7 08 Q2 Anaerobic Filtration Chamber 198 2 54 z 3" z 3 Aerobic Contact Filtration Chamber 95 RECIRCULATION 6 3/8 AIR LIFT PUMP ® Clarification Chamber 44 1" I 3 DISINFECTION © Disinfection Chamber 4 -T o CYLINDER (OPTIONAL) Total Volume 540 CD 1/8„ CONTROL PANEL PLAN VIEW 4" INLET PIPE " OUTLET PIPE o 22" ' 1"A` SPECIFICATIONS z 00 3-74 t ° © Anaerobic Media PP / PE o o _l o 6 7/8 4„0 CONTROL PANEL _J '� Board Type Aerobic Media PVC / PP / PE / W o I "IAerobic Media PP / PE CD EFFLUENT ELECTRIC AND Blower 2.8 cfm �y CONTROL TO BLOWER Q Y INLET BAFFLE 0 3 AIR LIFT PUMP Tank FRP 1 o 0 }' / �� I CONTROL WIRING � —� / -+� 4 3/8 TO OWTS c O U Piping PVC / PP / PE -'') '� 3 8 �"- c Access Covers Plastic/ Cast Iron Q "' �� S?ECIFICATIONS AIR PUMP RECIRCULATION PIPE LOW BAFFLE 3/4 AIR INTAKE Disinfectant (Optional) Chlorine Tablets PLASTIC LANDSCAPE W W (CLEANING OPENING) MODEL MAC80RIJ STONE BYZABELENVIROMENTAL -� z FLOW OPENING (TYP.) B AIR FLOW 2-$ CFM OR EQ,ON PRECAST CONCRETE I'— W PAD co V) V NORMAL PRESSURE 2,2 PSI PLAN VIEW POWER 120V 1.OA 6OHz � U) O OUTLET CONNECTION 3 4 INCH = WEIGHT 11 LBS W F- z d.� .r 20"ACCESS COVER 2'0"ACCESS COV R 20"ACCESS C VER DISINFECTION POWER CONSUMPTION 55 W W (TYP) (TYP) (TYP) CYLINDER (OPTIONAL) 18"ACCESS COVER BLOWER ~ zO O O UNDERGROUND AIR LINE TO Q W U U CEN-5 UNIT ELECTRIC SUPP FLEXIBLE 3/4"AIR LINE:3/4" J W LOW OPENING INSTALLATION/OPERATION AND MAINTENANCE NOTES: PVC CONDUIT FROM DWELLING O W O J O0 1., 1. INSTALL BLOWER ON CONCRETE BASE. ENSURE < 01 z Z U- 1-08 1' 18 OARD TYPE ADEQUATE VENTILATION AND PROTECT AGAINST O g 3: LL- HwL L CONTACT MEDIA SUNLIGHT, CONTROL PANEL ELEVATION 0 —) _ NTS 0- ( � W 2" v ALL PUMPS TO BE HARD = 2. MAINTENANCE REQUIRES A TRAINED TECHNICIAN. WIRED TO CONTROL PANEL © s° IN ACCORDANCE WITH STANDARDS ,n I 3. FOR MAXIMUM EFFICIENCY, INSPECT AND CLEAN' FOR APPROVAL OF PLANS AND CONSTRUCTION FOR E o 7 SEWAGE DISPOSAL SYSTEM; SECTION F,ELECTRICAL »- c E N sa INTERNAL AIR FILTER ONCE EVERY 3 MONTHS. REQUIREMENTS 4 4 4. REPLACE DIAPHRAGM VALVE ASSEMBLY ONCE = E s�r O)� U C O C ECIRCULATION / ° w - _ " 7° . ® AIRLIFT PUMP EVERY 12 MONTHS (NOTE: A DAMAGED DIAPHRAGM `s � L o 4'-08 3'-11 411 3-11 3-11 Q U,o 2 8 o �' °a 0 � 4 a WILL TRIGGER THE AUTOMATIC-STOP FUNCTION}. °, o 1'-11" O O FINISH GRADE c ° 2 N >— � nY a dN � c o ca•ya- oc3 O J. I?LOti"lER TO BE HARD WIRED TO CONTROL PANEL. CASE MARK DO SANTARYSEEWERERTOGRADE o m maw c 2A AEROBIC MEDIA 81 nSCA Et° Cc oc� or y x VMIN/2MAX EOu =3 N En C ' QLC 79 N. � m C N O AERATION ASSEMBLY 1'-a" 2..5'MAX 0 M=3ro g r- 0 2' a MIN. MIN 4"DIA SDR 35 SECTION A-A VIEW SECTION B-B VIEW PVC PIPE OR EQUIVALENT O PITCHED 1/8"PER o ro o DOMED SHAPE FO � O MAXIMUM LOAD STRENGTH FOOT SLOPE C7 O O HANDLE FOR EASY REMOV O W �p.ED ARc, FUJICLEAN CEN5 I/A OWTS DETAIL OF SAFETY SCREEN 0 ® 0 Z uv�o���� � k % � PRECAST 3/4" = 1'-0" SANITARY vtzt RINGS(TYP) c N ^, >> j i VENT THRU ROOF PER NYS SCREWS F- ��GF niE`N O U = t CONNECTIONS W LL RESIDENTIAL CODE m T MIN. 3'MIN. w o21• COLLAR OLLAR Z W F- 1 W 1- PO PARTO.YLOK 11 3009 SS AND AND 24" E3 08 SS TY EN �` 4-e '0 4" r I POWER SUPPLY MATERIAL- HEAVY DUTY ABS T CONNECTED TO I 8-01 DEDICATED 115 VOLT AC U SINGLE PHASE,20 AMP CIRCUIT T MIN. 0 BREAKER ON HOUSE PANEL 31 + C II Lu o HIGH SEASONAL GROUNDWATER N N F— O ONTROL PANEL VBACK FILL MATERIAL TO BE z I CLEAN SAND AND GRAVEL ON 0 0 Q MAC80 RII BLOWER POLYLOK 20" & 24" SAFETY SCREEN for TREATMENT UNIT w C) l I ON PAD 4"WASTE CLASS 2400 6'MIN.PENETRATION INTO � l LOCKING OR SDR 35 PIPE. xx N.T.S. VIRGIN STRATA OF SAND&GRAVEL j W JQ ACCESS COVERS PITCHED 1/8"PER WITH SAFETY SCREEN FOOT SLOPE MINIMUM W W N CLEAN OUT-SEE < Q cVn F.F.EL.:20.3 I I DETAIL THIS g 2� A MAXIMUM FIVE PERCENT SLOPE SHALL BE MAINTAINED FOR A MINIMUM OF TWENTY(20)FEET (S) TYPICAL S.C.D.H.S. SANITARY LEACHING POOL DETAIL HORIZONTALLY FROM THE NEAREST EDGE OF THE SANITARY SYSTEM BEFORE TAPERING OFF TO PREVENT SEEPAGE OF E NTS � � THE LEACHATE THROUGH THE TOE OR EDGE OF THE SLOPE. F-r �/I (18.5) TEST HOLE Z (18.0) ELEV; 18.1 II °- L - -� = _ —=____ - 8' MIN INV.EL;16.75' 1O' MIN INV. INV. INV. H °: EL; 16.58' EL; 16.50' EL; 16.33' °-` APPROVAL STAMPS a, N BASEMT EL. 10.3 a .-a BOTTOM OF TANK SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ELEV: 12.49' 4 '••, 2 4 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A E� 4"WASTE CAST IRON WITHIN 24"FROM kn SINGLE FAMILY RESIDENCE OILY w � b � FOUNDATION WALL CONTINUED TO CLASS 2400 OR SDR 35 OR SDR 40 PIPE.PITCHED 1/4"PER FOOT SLOPE MINIMUM o SANITARY SECTION DATE o1/22/202 h' , R o. R-24-1853 BOTTOM OF RING r . SCALE: 1/4" = V-0" ELEV:4.67' APPROVED ' - C1! • C..�2� >�:'2� -^�� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NOWATERENCOUNTERED_ _ _ _ FOR AXIMUM OF 4 BEDROOMS2 EXPIRES THREE YEARS FROM DATE OF APPROVAL i LAND NOW OR FORMERLY OF j Ll HEAD START CHILD DEVELOPMENT SERVICES, INC. (SCHOOL) x x x x x x x � , x 6, CLF x 11.2 x 10.8 x 11.0 A FNC. - - - - FNC- Quo N N STjti35'40 -12- -1 FNc. '32 LOT 2 14.11s; 18,193 S.F. X 13.1 - - x 2.2 w N x 13.2(WOODED) -4 6 STOCK x 14.5 °= 30.6' x ' x 13.0 29.4• I z \PROP. 20'x40' 14.5 \ SYST.No.1 INGROUND ! , O x POOL D.W.EL:(15.3) I x 15.8 ®' x 17.0 16.5 2�01 O „ x 26.0 R 17.8 15.9 (16 p) 0 r / 14.6 PROP. - n m \ I O ^O rn (1 .3) n N 12'x17.5' c�rn A C �- t rl (A m m o DECK vNi� m. I GZj V �n x 7.3 T. PROP. 2 STORY 01 \ N SINGLE FAMILY m o DWELLING :p \ F.F. EL. (20.3) o m , \ FNC. x (1 B&SMT. EL.1(16 3) -aa 4.3'W II00 x 18.6 x 0 26.6 ROP. (JI 00 CONTR PORCH R.O. s PA EL ( + W =� (1 a 0) . 1 1 s 5) (18.o) ' PROP. (18.5) o II ` IA. S.T., \18.1 r ;0 v DRIVE. f � \ N RAVEL x 18.6 PROP. x 18.0 I / t om <'A\\ 0 0 DRIVE ) II A O :;arri \\ 00, PROP / / EXP. ASPH. / DRIVE 1 / 17.5 1 85'09 50,�Vqe; :10000 x 17.7 1 I " , a I. x SGN. P: x 17. �R �8.1 EP 16.84 EP 17.1 W EP 17.07 EP 17.35 W EP 16.64 EP 1 24 y� W 'EX -R MAN W CL 17.63 CL 17.52 CL 17.96 CL 17.78 wD CL 17.53 GRANGE RpA (50' WIDE) . BY ROY'K., REISSIG, P.E. • EL. 18.1, CERTIFIED TO: (DWELLINGS) 11/26/2024 N H. eFc 0'p� DRAINAGE CALCULATIONS: PT TOPSOIL Z * SYSTEM No. 1 ROOF AREA =, 2107 S.F;, x, 2/12 x 100% = 352 CU. FT. 'SM LIGHT BRN. 00 \ �a SILT N \\1 z GRASS AREA 5400 S.F.' x 2/12 x 15% = 135 CU. FT. TOTAL REQUIRED CAPACITY. = 487 CU. FT. USE 1-8' DIA. 12 V.FT.!=,506 CU. FT. ACT. CAP. SM BRN.SAND SILTY o THE AY N AND/ 0 RD IF l ,; ANY, I GUARA ND NOTES: I 1. ELEVATIONS SHOWN REFER UNAUTHORIZED ALTERATION OR ADDITION ; -TO NAVD 88 DATUM.' . SP BRN. SAND TO THIS SURVEY IS A VIOLATION OF 2• PROPOSED GROSS FLOOR AREA & GRAVEL o SECTION 7209 .OF THE NEW YORK STATE FIRST FLOOR = 1650.8 S.F. o EDUCATION LAW. SECOND IIFLOOR 1002.3 S.F. GARAGE = 455.8 S.F. COPIES OF THIS SURVEY'MAP NOT BEARING 3. THERE ARE NO SURFACE WATERS\ THE LAND SURVEYOR'S INKED SEAL OR WETLANDS WITHIN 300 FEET OF EMBOSSED SEAL SHALL,NOT BE CONSIDERED SUBJECT PROPERTY' I TO BE A VALID TRUE COPY. 4. PROPOSED SANITARY SYSTEM IS LIGHT BRN. A 1250 GALLON SEPTIC TANK AND o GUARANT FOR EES INDICATED HEREON SHALL RUN SP SAND & ONLY TO THE PERSON FOR WHOM THE SURVEY DIA. 12 V.FT. LEACHING POOLS GRAVEL `V IS PREPARED, AND ON 'HIS BEHALF TO THE FORA 4 BEDROOM MAX. DWELLING NO WATER TITLE COMPANY, GOVERNMENTAL AGENCY AND 5. ALL DWELLINGS WITHIN 150' OF LENDING INSTITUTION LISTED HEREON, AND PROPOSED SANITARY SYSTEM TO THE ASSIGNEES OF 'THE LENDING INSTI- ARE CONNECTED 1 TO PUBLIC TE S TH O LE DATA . TUT/ON, GUARANTEES ARE NOT TRANSFERABLE. "WATER SUPPLY. SURVEY OF: LOT 2 II f, MAP iOF SOUTH HARB00 HOMES FILED JULY 14, 1964 FILE No.' 4096 KENNETH H.H. BECKMAN�L.S SITUATED IN: SOUTHOLD Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTH,OLD Suite D Ridge, iN.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 11/8/2024 JOB NO. B24-22827 SCALE: , 1," = 30' F DIST. SEC. BLK. LOT S.C.T.M. IN 0. 1000, 078 01 004 BB24-22725.DWG ADD PROP. POOL, SANITARY AND WATER 1 17 2025 B24-22889 S.C.T.M. N 0. DISTRICT: 1000 SECTION: 78 BLOCK: 1 LOT(S): 4 D Eb E OW E MAY - 5 2025 Building Department Town of Southold VCHAINLINK FENCE —X—X—X—X—X—X—x—x—x—x—X—X— N 85035'40" E 100.00, 3AW 0 Ln con C:) V+ 0 c� 0 c') 9 M 26.2' �9 — 25.7' z 4 F7 cq 0 P 1�'.'..��::�OUNDATI U T .�p P IL A R 2 �OP FND % 4AW 21, 26.2' LOT I LOT3 LOT2 9F GUY 55.00, 5, 5'./ S 85009'50" W 100.00' U.P. HYD. V. EDGE OF PAVEMENT W W — W .— W W — W W GRANGE ROAD THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 18,191.91 SQ.FT or 0.42 ACRES ELEVA 77ON DA TUM. NAVD88 UNAUTHORIZED AL 7ERA 77ON OR ADDIT70N TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STA IF EDUCA 77ON LA W. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS ANDIOR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT2 CERTIFIED TO: NEXT GEN DESIGN INC.; MAP OF: SOUTH HARBOR HOMES FILED: JULY 14, 1964 No.4096 SITUATED AT.- SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 225-98 SCALE: 1"=30' DATE: APRIL 24,2025 N.YS. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 1 LOT(S):4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE 11/03/2025 R-24-1853 Date H.S. Ref No. MAR 3 2026 iA The sewage disposal and water supply facilities at this location have been 'n inspected and/or certified by this Department or other agencies and found d to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. JO 1, THAN PAI, RE., CHIEF Office of Wastewater Management —X—X—X—X VCHAINLINK FENCE 164N X—X—X—X—X—X—x 1 O'N N 85035'40" E 100.00, O'.8rW — — — —— —— — — — — — — — — — ——— — — — — — 34W LE0001PL O FSTOCKADE O U-1 29.P 8'Ox8'DEEP / 1, rri PAVER PATIO �DW -------------------------------- ICI P013 M .. . . Lj 262" M 25.71 . 146 /*z MOiy WOOD DECK M .............. .. . '--.":DWELL1NG#295 4AW ❑ UM I COVERED PORCH Ej 0.5W 6.2 PAVER B:: j..il. -4 .0- 1501 WALK S.1 --------- ------ 00 [8J ❑❑ LOT I LOT 3 LOT2 SANITARY LOCATION > 0 ;0 S.T. L.P. < RAG ❑ "-Tzoo-C-O- � A N 85'09'60"E GUY 55.00'... MON. V" A S 85009'50" W 100.00, -UP. HYD. V T\Wv. EDGE OF PAVEMENT GRANGE ROAD REVISED 10-20-25 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINAL 09-19-25 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 18,191 .91 SQ.FT. or 0.42 ACRES ELEVA77ON DATUM. NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO 77-IIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOT 2 of NEFIV CERTIFIED TO: NEXT GEN DESIGN INC.; MAP OF: SOUTH HARBOR HOMES \A M 0 0 FILED: JULY 14, 1964 . No.4096 SITUATED AT: SOUTHOLD 0 TOWN OF: SOUTHOLD .N. KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 6' 050882 Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 FILE # 225 98 SCALE: 1 "=30' DATE: APRIL 24, 2025 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 296-1588 � 7 Generated by REScheck-Web Software Compliance Certificate Project Brian August 295 Grange Rd Southold NY 11971 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Orientation: Bldg. faces 135 deg. from North Conditioned Floor Area: 2,674 ft2 Glazing Area 13% 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: 295 Grange Rd Brian August Robert James Higgins Architect Southold, NY 11971 Compliance: Passes using UA trade-off Compliance: 3.5%Better Than Code Maximum UA: 518 Your UA: 500 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Roof Rafters: Cathedral Ceiling 1,890 30.0 0.0 0.034 0.026 64 49 Ambient Walls: Wood Frame, 16" o.c. 3,402 19.3 0.0 0.060 0.060 178 178 Orientation: Unspecified Front Door: Solid Door(under 50%glazing) 20 0.254 0.320 5 6 Orientation: Unspecified Windows:Vinyl Frame SHGC: 0.30 414 0.300 0.320 124 132 Orientation: Unspecified IG Walls:Wood Frame, 16" D.C. 270 19.3 0.0 0.060 0.060 15 15 Orientation: Unspecified IGD: Solid Door(under 50%glazing) 18 0.198 0.320 4 6 Orientation: Unspecified Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 1 of10 t Prop.Gross Area Cavity Cont. Prop. Perimeter Ambient Foundation Walls: Solid Concrete or Masonry Orientation: Unspecified Wall height: 8.0' 1,863 0.0 14.0 0,048 0.059 85 105 Depth below grade: 7.0' Insulation depth: 8.0' FND:Solid Door(under 50%glazing) 20 0.254 0.320 5 6 Orientation: Unspecified Windows: Vinyl Frame SHGC: 0.30 67 0.300 0.320 20 21 Orientation: Unspecified Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Michael Caruso- HERS Rater y�i�to.�� 2024-12-31 Name-Title Signature Date Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 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 Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and I❑Complies ;Requirement will be met. 103.2 documentation demonstrate i ;❑Does Not [PR111 j energy code compliance for the i ; U11 :,building envelope.Thermal ❑Not Observable envelope represented on i❑Not Applicable ;construction documents. i 3 103.1, Construction drawings and i '❑Complies ;Requirement will be met. 103.2, documentation demonstrate ! 111Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. 1 ❑Not Observable ej (Systems serving multiple ❑Not Applicable dwelling units must demonstrate + jcompliance with the IECC Commercial Provisions. ? i 302.1, ;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]2 :on loads calculated per ACCA Coolin Coolin Manual J or other methods g' 9 ;❑Not Observable Btu/hr ; Btu/hr :❑Not Applicable approved by the code official. PP Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 3 of10 section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R_ R_ ❑Does Not ;table for values. insulation is used,verification 'q) may need to occur during ❑Not Observable Insulation Inspection, Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall i❑Complies :Requirement will be met. [FO511 :insulation installed per j" EDoes Not 10111 :manufacturer's instructions. f i❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ❑Complies ;See the Envelope Assemblies (FO611 insulation depth of burial or ;❑Does Not ;table for values. l distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ;Requirement will be met. [FO11]2 ito protect exposed exterior I❑Does Not �. insulation and extends a i❑Not Observable minimum of 6 in.below grade. ❑Not Applicable i 403.9 ,Snow-and ice-melting system k❑Complies ;Exception: Requirement is [FO12]2 t controls installed. I❑Does Not not applicable. �❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values. [FR1]1 ❑Not Observable J ❑Not Applicable 402.1.1, ;,Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products I i❑Complies :Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or 14 taken from the default table. j❑Not Observable j j❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier �OComplies ;Requirement will be met. [FR23]1 :installed per manufacturer's �❑Does Not instructions. f ;❑Not Observable ❑Not Applicable j 402.4.3 Fenestration that is not site built i❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not :B AAMA/WDMA/CSA 101/I.S.2/A440! or has infiltration rates per NFRC j }❑Not Observable 400 that do not exceed code ENot Applicable limits. i 402.4.5 !IC-rated recessed lighting fixtures i i❑Complies Requirement will be met. [FR1612 sealed at housing/interior finish +❑Does Not and labeled to indicate:52.0 cfm ;leakage at 75 Pa. ! a❑Not Observable -]Not Applicable 403.3.1 ;Supply and return ducts in attics j E❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is �❑Does Not ;completely inside the ,�� j>= 3 inches in diameter and >_ .i ;building envelope. R-6 where <3 inches.Supply and I {❑N of Observable return ducts in other portions of ;❑Not Applicable j :the building insulated >= R-6 for diameter>=3 inches and R-4.2 ; ,for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter i {❑Complies :Requirement will be met. [FR13]1 �boxes are sealed with ❑Does Not 4 ;joints/seams compliant with International Mechanical Code or yy ❑Not Observable International Residential Code, as i i❑Not Applicable applicable. I 403.3.5 Building cavities are not used as j t❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. I E❑Does Not ,O i ❑Not Observable j ❑Not Applicable j 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 5 of10 Section Plans Verified Field Verified alue Value Complies? TComments/Assumptions & Req.ID 403.3.7 Ducts declared to be within the s❑Complies j Requirement will be met. [FR28]3 conditioned space are either 1) 1❑Does Not completely within the continuous I air barrier and within the building ( []Not Observable j thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section i R403.3.6 and the air handler is 4 located completely within the continuous air barrier and within i 1the building thermal envelope t and the duct leakage is<= 1.5 cfm/100 square feet of I { conditioned floor area served by s the duct system, or 3)the ceiling insulation R-value installed against and above the insulated + duct>=to the proposed ceiling j insulation R-value, less the R- } ;value of the insulation on the [ , 403.4 ;HVAC piping conveying fluids R- R- I❑Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55 °F are insulated to?R- 3. ❑Not Observable ' ;❑Not Applicable r 403.4.1 !Protection of insulation on HVAC ; i❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not j ❑Not Observable I EINot Applicable 403.5.3 4 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 i>_R-3. ❑Does Not M, ;❑Not Observable ] ;❑Not Applicable 403.6 Automatic or gravity dampers are (El Complies Requirement will be met. [FR19]2 installed on all outdoor air ;❑Does Not intakes and exhausts. ❑Not Observable i i 1❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 :All installed insulation is labeled UComplies Requirement will be met. [IN13]2 or the installed R-values I E]Does Not `9. provided. 1❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- DComplies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable p� requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 :Wall insulation is installed per ;❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. l •;❑Does Not ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 7 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Recl.ID 402.1.1, Ceiling insulation R-value. ; R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable [Fill' 6 ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per j �❑Complies Requirement will be met. 303.2 !manufacturer's instructions. l❑Does Not [F1211 Blown insulation marked every 3 300 ft2. ❑Not Observable ❑Not Applicable 402.2 3 I Vented attics with air permeable ' Complies ;Requirement will be met. [FI22] s insulation include baffle adjacent iE]Not ❑Does Not ;to soffit and eave vents that Observable j extends over insulation. } ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [F1311 ;insulation >_R-value of the ;❑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 j❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Exception: All ducts and air [F[27]1 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total conditioned Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch 1 w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ! $❑Complies :Requirement will be met. [F124]1 by manufacturer at<=2%of 'I❑Does Not design air flow. t❑Not Observable I J❑Not Applicable r 403.1.1 ;Programmable thermostats UComplies Requirement will be met. [Fl9]� installed for control of primary ❑Does Not heating and cooling systems and , initially set by manufacturer to i❑Not Observable code specifications. ;❑Not Applicable 403.1.2 Heat pump thermostat installed {❑Complies Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ( ;❑Not Observable J❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or i i❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 8 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.117 403.6.1 ;All mechanical ventilation system i {❑Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ! ❑Does Not HVAC equipment meet efficacy I ;and airflow limits per Table ❑Not Observable R403.6.1. y❑Not Applicable 403.2 Hot water boilers supplying heat ; ;❑Complies :Exception: Requirement is [FI26]2 through one-or two-pipe heating t 1❑Does Not :not applicable. ;systems have outdoor setback control to lower boiler water I❑Not Observable 'temperature based on outdoor PNot Applicable temperature. i 403.5.1.1 Heated water circulation systems ; ❑Complies :Exception: Requirement is [F128]2 :have a circulation pump.The ]❑Does Not not applicable. ;system return pipe is a dedicated return pipe or a cold water supply° ;❑Not Observable :pipe. Gravity and thermos- ! i❑Not Applicable syphon circulation systems are € i not present. Controls for circulating hot water system } pumps start the pump with signal ; ;for hot water demand within the occupancy. Controls i automatically turn off the pump { when water is in circulation loop is at set-point temperature and 1 ;no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 "comply with IEEE 515.1 or UL I❑Does Not 1 not applicable. 515. Controls automatically 4 adjust the energy input to the i ❑Not Observable ;heat tracing to maintain the ;❑Not Applicable !desired water temperature in the I piping. 403.5.2 Demand recirculation water ❑Complies :Exception: Requirement is [F130]2 I systems have controls that t' 1❑Does Not not applicable. i manage operation of the pump s and limit the temperature of the ❑Not Observable water entering the cold water I❑Not Applicable piping to <= 1049F. I 403.5.4 Drain water heat recovery units { d❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA i ❑Does Not not applicable. B55.1. Potable water-side i pressure loss of drain water heat t )[-]Not Observable j recovery units< 3 psi for {❑Not Applicable individual units connected to one i or two showers. Potable water- i 'side pressure loss of drain water R heat recovery units < 2 psi for individual units connected to ;three or more showers. i 2 404.1 90%or more of permanent ; ❑Complies j Requirement will be met. [FI6]1 fixtures have high efficacy lamps.i ❑Does Not J❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have j j❑Complies ;Exception: Requirement is [F123]3 :no continuous pilot light. ❑Does Not :not applicable. ❑Not Observable I❑Not Applicable 401.3 1 Compliance certificate posted. r ❑Complies Requirement will be met, [FI7]2 { ?❑Does Not S❑Not Observable 3❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies. Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for s ElComplies Requirement will be met. [1`I18]3 ;mechanical and water heating j❑Does Not systems have been provided. I ,❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August 295 Grange Rd Southold NY 11971 Report date: 12/31/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.30 Below-Grade Wall 14.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.25 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments APPROVED AS NOTED DATE:3 3-Z B.P It 51"761 FA�,q p3.5b BY COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE&TOWN CODES 631-765-1802 8AM TO 4PM FOR THE RE IRED AND CONDITIONS OF FOLLOWING INSPECTIONS: ZM FOUNDATION-TWO REQUIRED �� FOR POURED CONCRETE �UtII01D�0YVN11i111STi;ES ROUGH-FRAMING&PLUMBING N,Y.&DI C INSULATION SIAl1}IDi a FINAL-CONSTRUCTION MUST 7-a'f- 53 sm 01-a a-a 5 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Must provide Manuals -YORK STATE. NOT RESPONSIBLE FOR D,J and S as per DESIGN OR CONSTRUCTION ERRORS NYS Energy Code DO.NOT<PROCEED WITH, Eire Separation FRAMING.UNTIL SURVEY OF FOUNDATION LOCATION required as per HAS BEEN APPROVED. NYS Code ELECTRICAL Blower door INSPECTION REQUIRED and ductwork testing required. PLUMBER CERTIFICATION TRUSS PLACARDING REQUIRED ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT Mechanical Ventilation EXCEED 2110 OF 1% LEAD. system shall be required per NYS Energy Code PLUMWI:NG ALLPLUMBING-WASTE &WATER LINES NEED TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS 14a. Draftstoppping material R302.12 shall be as follows: FASTENING SCHEDULE 1. All construction shall conform to the 20210 Residential Code NEW YORK STATE, In combustible construction where there is usable space both above and below the concealed space PLUMBING FIXTURE TRAP SIZE LIVE DEAD BASED ON TABLE R602,3(1) NAILING SCHEDULE floor-ceiling assembly, ops s so e area o e concealed spceoe as adopted by New York State May 12,2020, of a flilibly, draftsthall be installed that the the a does USE LOAD LOAD Additional Code Compliance: MINIMUM 2020 Energy Conservation Construction Code of New York State,the not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately 2020 Building Code of New York State;Plumbing code; Fire code;Mechanical code; equal areas.. Draftstopping shall be provided in the following locations: Inches Uninhabitable attics without storage 10 NUMBER AND R DESCRIPTION SPACING AND Fuel gas code;Existing building code;Plroperty maintenance code. 1. Ceiling is suspended under floor framing. Bathtub (with Or Without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION ALL CODES shall supercede the drawinlgs and shall be incorporated into the 2. Floor framing is constructed of truss-type open-web or perforated members. and/Or whirlpool attachments) 1-1/2 drawings WHETHER they are indicated)on the Plans or NOT. Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING . 15. No backfill shall be placed against the foundation walls Bidet 1-14 4-8d BOX Additions,Alterations&Renovations:shall conform with Appendix J until the first floor framing is in place or brace the foundation Balconies(exterior)and decks 40 10 1 (z-1/z^)OR Clothes washer standpipe e 2 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 2. Written Dimensions take precedence ower scaled dimensions Dishwasher On separate trap) 1- 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE (2-1/2") R 16. Double joists under parallel partitions and under whirlpool tubs. 4-8d Boxo � 1 P P P 3-8d COMMON EACH JOIST,TOLE NAIL 3. The contractor prior to the start of construction shall verify all Double around openings in floor and roof framing. Floor drain 2 Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR 0 dimensions,existing or new and be responsible for field fit. Kitchen sink (one Or two traps, with Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 1- 17. Metal flashing shall be installed were concrete abuts wood, Guard In-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL 4. The mechanical systems,electrical systlems,plumbing systems and solar energy systems, and were decks abut house framing. without dishwasher and food Waste disposer) 1-1/2 4 SEE TABLE R802.5.z shall be installed in accordance under latest State approved Building Codes. - RAFTER HEEL JOINT FACE NAIL Laundry tub one or more colmpartments passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX O OR o All systems are to be designed,installecd,&specified by the general contractors; HVAC, - OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER I­ All or plumbing sub-contractors, 18. Install joist hangers at all flush structural load bearing conditions. Lavatory Roams other than sleeping rooms 40 10 0 Electrical certificates are to be provided)the electrical contractor. Shower based On the total flow rate through 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOENAILS ON ONE SIDE AND 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the ( g Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE o, 5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of showerheads and bodysprayys) OF EACH RAFTER OR TRUSS of 2000 pounds per square Foot. All hootings shall be 36"below grade Minimum.It shall the floor area being ventilated. Refer to Residential Code section R303 Flow rate: Stairs 40 20 be the responsibility of the general con 5.7 gpm and less 1-1/2 Roof 20 20 3-10d COMMON to verify the depth of all existing footings 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d O MMON TOE NAIL disturbed by by construction. 20. All window and door headers to be 2-2x10 unless noted otherwise. d TABLE R401.4.1 subscript b:Where the building official determines that in-place soils More than 5.7 gpm up to 12A gpm 2 3-16d BOX 21, Vent dryers to exterior as per Section M1502 2-1sd COMMON END NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING the allowable bearing capacity shall be)determined by a soils Investigation. Vent range hoods as per Section M1503 More than 25.8 gpm up to 5�.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION Bathrooms/mechanical ventilation as per Section M1507 6. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have Rafters havingslopes tt greater than 3/12 with $ STUD TO STUD NOT AT BRACED WALL PANELS) 6 COMMON 24"O.C.FACE NAIL no finished ceiling attached to rafters L/180 ( (3.5"x 0.162") an ultimate compressive strength at 28i days of 3000 psi, Except exposed slabs, 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 9 STUD TO STUD AND ABUTTINGSTUDS AT 16d BOX Interior and partitions H/1g0 16d COMMON 16"O.C. FACE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0 All Concrete shall conform to the latestt ACI standards. area in the immediate vicinity of the bedroom and on each story of the dwelling, including 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES 7 basement and cellars and not less than 3 feet from the bathroom door containing a Floors L/360 5-8d "x (2-1/) L R404.1.3.2 Reinforcement for Foundatlion Walls TABLE R302.6 11 CONTINUOUS HEADER TO STU) 5-8d BOX(2-112"X0.113") TOE NAIL Concrete foundation walls shall be laterrally supported at the top and bottom.Horizontal bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, OR 4-8d COMMON WHENEVER an alteration,addition, or conversion is made to an Existing Residence, DWELLING- GARAGE SERIARATION All other structural memebers L/24o V reinforcement shall be provided in accordance with Table R404,1,2(1).Vertical reinforcement g 12 TOP PLATE TO TOP PLATE w the smoke detections stem of the ENTIRE residence must be brought u to code, 16d BOX(3-1/2"x o.is2) 1s"O.C.FACE NAIL Ir) shall be provided in accordance with Table R404.1.2(8) Y g P SEPARATION MATERIAL Exterior walls with stucco finish H/360 Z hardwired and interconnected. 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END I••I""' J R404.1.3.3.7.1; Reinforcement for Fowndation Walls: Steel reinforcement shall comply with NOT LESS THAN 1/2'-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH O the requirements of ASTM A 615,A 7063 or A 996. FROM THE RESIDENCE AND ATTICS q 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 EQUIVALENT TO THE GARAGE SIDE EACH SIDE of END JOINT) Minimum yield strength of reinforcing stteel shall be:40,0000 psi(grade 40), of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area "- Exterior walls-wind loads/flexible finishes L/140 p P g NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru FROM HABITABLE ROOMS ABOVE THE GARAGE 14 R404.1.2(9). in the immediate vicinity of the bedrooms. combination carbon monoxide BOARCJ L=span length,H=span height OR BLOCKING(NOT AT BRACED WALL) 16 Box(3-1/2") 12"O.C. FACE NAIL v, Q and smoke alarms shall be permitted in lieu of carbon monoxide alarms. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL W D R404.1.3,3.7.2.; Location of Reinforcerment: vertical reinforcement in basement walls USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD 15 OR BLOCKING AT BRACED W4LL PANELS 2-16d COMMON Q 9'-0"or higher as per tables R404.1.2(ffi) Vertical reinforcement in basement walls All CO alarms shall be connected to the lighting circuit with no intervening wall TABLE R802.5.2 ( ) 2 EACH 16"O.C.FACE NAIL O shall be located to provide a maximum cover of 1-1/4 inches from the inside face, switch with battery backup. Battery-powered alarms are not allowed. " RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO S1UD 3-16d BOX END NAIL O GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN IN INCH GYPSUM BOARD N Q U) R404.1.3.2;Concrete foundations shalll have horizontal reinforcement as follows: 24. WALL BRACING: Buildings shall be braced in accordance with DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 2-16d COMMON LL Based on Table R404.1.2(1)- (include:s basement entrances and window wells) section R602.10.4.2 Continuous sheathing method. EXTERRIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL J Less than 8 foot Wall Height:One#4(bar within 12 inches of the top of SLOPE SPACING 2-16d COMMON O W O 0 wall and one#4 bar near mid-height of wall. End conditions for braced wall lines for the continuous sheathing shall conform ROOF SPAN /�.TJ►g OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 AT-TACHMENT OF GYPSUM BOARD 3-8d BOX to Figure R602.10.7. Braced wall panel connections 1$ 1" BRACE TO EACH STUD AND PLATE FACE NAIL Greater than 8 foot Wall Height: One# 4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE:GYPSUM BOARD SHEATHING. 2-8d COMMON shall comply with nailing schedule and Figures R602.10.8 1 &R603.10.8 2 12 FT 20 FT 28 FT 36 FT wall and One#4 bar near the third points in the wall story.R404.1.3.3.7.3 Wall Openings P Y 9 9 ( ) ( ) 0 RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING O Q R404.1.3.3.7.3 Wall Openings:Vertical I wall reinforcement required by Section R404.1.3.2 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 14719 NUMBER OF 16D COMMON NAILS Ll.. O that is interrupted by wall openings sharll have additional vertical reinforcement of the same size provided to transmit the applicable uplift forces in section R80211.1 from the O placed within 12 inches of each side of'the opening. roof assembly to the foundation. 3: 12 16"O.C. 5 8 10 13 3-8d COMMON 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL 0- U) L- R404,1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location 22 with ASTM D 3462 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 26. Asphalt Shingles: Shall comply . Wind resistance of 4: 12 16"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO f in the forms with tie wire or other bar sulpport system to prevent displacement during the concreteTABLE R301.2.1.2 Windborne Debriis protection ) 10d BOX 6"O.C.TOE NAIL. placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum asphalt shingles shall be tested in accordance with ASTM D 7158 and classified cover of 3 inches.Minimum cover for re'°inforcement in concrete cast in removable forms that will be as per Table R905.2.4.1 of the NYS Residential Code. Fastening Schedule for wood structiural panels 2-10d Box E 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST EACH END o 2-8d COMMON o c m m exposed to the earth or weather shall be,11/2 inches or No.5 bars and smaller,and 2 inches Fasteners for asphalt shingles shall be galvanized or stainless steel aluminum or for No.6 bars and larger.For concrete coast in removable forms that will not be exposed to the copper roofing nails, minimum 12 gage shank with a minimum- Fastener Panel Span Panel Span Panel Span an 7:12 16"O.C. 3 4 5 6 4-16d BOX a: ` o E cn g 24 P PP 9 9 g � o � � a� earth or weather,and for concrete cast!in stay-in-place forms,minimum cover shall be 3/4 inch. 318"inch diameter head. The fasteners shall penetrate through the roof sheathing Type Less than or less than or less than or BLOCKING TO SILL OR TOP PLATE TOE NAIL o� Q' The minus tolerance for cover shall not iexceed the smaller of one-third the required cover or 3/8 inch. and comply with ASTM F 1667.Minimum number of fasteners as per manufacturer equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 16"O.C. 3 4 4 5 3-16d COMMON =12 Y E 2 , a c t ,q w b 8:E but not less than 4 per strip. L 0 0 c U 7. Base design value for visually graded chimensional lumber:Joists,studs Rafters and All2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARINIG,FACE NAIL ° "Z m `o s m L. 12 16"O.C. 3 3 4 4 25 4-10d BOX �- � m a a m � o m Framing lumber shall be DOUG-Fir Larrch#2 or better, E=1,600,000 No 8 Wood screw c$ m i` N=~ o 27. Flame Spread Index: R302.9 16 inches 10 inche;s 8 inches 26 BAND OR RIM JOIST TO JOIST 4-10d BOX o E o o -, `o 0 Min,Flo for dimensional lumber=850 psi. based anchor with PER JOIST o._ o ui Y Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. wall and ceiling finishes shall have a flame spread index<_200 On Center on Center on Center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a N = 2 o Including but no limited to:Deck Framirng,Posts, Headers,Girders&Ledgers. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 8.o B 2 o >a - len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM a w 5.2 3 -c c i�3 0 y STAGGERED ON OPPOSITE SIDES o o 8 0 o c a M 0 &attics shall have a flame spread In ex s 25 CONNECTION SHALL BE INCREASED AS FOLLOWS: � � a�^ y N � 8. ALL EXTERIOR LUMBER Shall Dipped Ad Q requiring the following: 2$ LEDGER STRIP SUPPORTINL,�:!STS OR RAFTERS 4-16d BOX EACH JOIST OR(RAFTER,FACE NAIL a m c Cn c r vi o w `o c a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D Smoke-developed Index: R302.10 No 10 Wood screw HEEL JOINT AJDUSTMENT FACTOR 3-16d COMMON L a _ 10 o o 0 3 E or stainless steel. wall and ceilin finishes havin a smoke-develo ed index 5 450 based anchor with 12 inches 9 Inches H C/ H r 0 o a a �..4:- o o 9 9 P 16 inches t o o o E t b.) Use Copper flashing Only against:ACQ Lumber Sill Plates 2-10d BOX(3") OR °' c m -2 c 0 Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 2 inch embedment on cent&r on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL :c ,2-n - � s= E ocL c.) All Structural connectors Le.simpsson strong-Tie or USP,etc On Center 1 / 3 1.5 2-8d COMMON 2-1/2r, h ` m � m en &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 len ( ) E _ - y a C shall be Hot-Dipped Galvanized opr Stainless Steel. ght �� r`.c� Qwcmcmo 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, m c n i=m m M ` w 12 28. SWIMMING POOLS. Shall conform to Section R326 1 / 5 1.25 R;,-If-AND INTERIOR WALL SHEATHING TO FRAMING AND c N f0 c- M E cL`-0a 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: a.This table is based on 180 ultimate design wind speed and a 4Z-foot mean roof height. 1 / 6 1.20 PARTICLE BOARD WALL SHEATHING TO FRAMING 9. All Engineered Wood Products such:as"Tres Joists, Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, DESCRIPTION OF SPACING OF FASTENERS z round access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood strucctural panel. NUMBER AND TYP installed in accordance with the manufacturers latest installation details, g p Y Fasteners shall be located a minimum of 1 inch from the edge of(the panel. BUILIDNG ELEMENTS' T INTERMEDIATE ROOF SHEATHING OF FASTENER PANEL EDGES (n - Framing connectors,Allowable Hole diagrams,specifications,etc. TABLE 802.11 SUPPORTS GABLE END WALL FRAMING W "Micro-Lam"Design Stress: E=1.9, Flo=2,600 psi,Fv=285 psi A permanent certificate indicating the"solar-ready zone"and other requirements of c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) (n LU ~ T3 "Parallam PSL"Design Stress: E=2.0, Flo=2,900 psi, Fv=290 psi this section shall be posted near the electrical panel or water heater by the builder. not less than 2 Inches into the building frame. Fasteners shall with located not less than 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" W U C "Anthony Power Beams Design Stress; E=2.1, Flo=3000 psi, Fv=300 psi O W The main electrical panel shall have reserved space for a dual pole circuit breaker 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6° Z Z J 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C _1 3: O 10. R310.2 EMERGENCY ESCAPE ANID RESCUE: Required in BASEMENTS, SPACING SPAN for future solar electric installation and labeled"for future solar electric". d.Where screws are attached to masonry or masonry/stucco,they shall be attached ULTIMATE WIND SPEED Q .__I Z Q � M each sleeping rooms in basement,haabitable attics, and eve sleeping room (FEET) shall have at least ONE operable ermer enc escape opening as follows: using vibration-resistant anchors having a minimum ultimate withedrawal capacity of 1,500 pounds. ) 1-1/8"-1-1/4" 'Co p g y p p 130 140 32 10d COMMON NAILS 6" 12" W Q � � Sill height of not more than 44 inchees above finished floor. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 Exterior glazing in buildings located in Wood-Borne debris regiorns shall ROOF PITCH ROOF PITCH = V W E A. Minimum net clear opening of 5.7 square feet. 1/2"STRUCTURAL CELLULOSIC be protected from wind borne debris. 1-1/2"GALV.ROOFING NAIL 3" 6" W Q Except grade floor openings shall have a minimum net clear 31. NEW Construction/Additions&Alterations: Glazed opening protection shall meet the Large Missle tesit ASTM E 1996 <5:12 t 5:12 <5:12 t 5:12 33 FIBERBOARD SHEATHING V Z (- opening of 5 square feet. It shall be the responsibility of the General contractor or his subcontractors to submit and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC U) W C- B. Minimum net clear opening heigh+t shall be 24 inches. in detail the design,calculations,drawings,written statements of the mechanical, Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 34 1-3/4"GALV.ROOFING NAIL 7" 7„ J C. Minimum net clear opening width shall be 20". air conditioning,ventilation. heating systems(new, existing or upgraded) ANSI/DASMA 115, Areas within hurricane prone regions: FIBERBOARD SHEATHING UI to D. emergency escape and rescue openings shall be operational stamped by a professional engineer if required by the Owner or Building Dept. (1). within 1 mile of the coastal high water line were the ulltimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7 7 from the Inside of the room without use of keys or tools. winds speed is 130 miles per hour or greater. 35 " 7" 7" WHERE Basement contain more tharn one or more sleeping rooms, p p g 5J8 GYPSUM SHEATHING 1-314"GALV.ROOFING NAIL p g (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 an emergency escape opening shall Ibe provided for EACH sleeping room. I 16 O.C. 28 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS Emergency escape and rescue opeening shall open directly to the outside "mo- 6" DIAMETER -�I A. EXCEPTION: TO RESIST WIND PRESSURES TABLE IR602.3 (3) EXCEPTION: Grade floor or BELOW gradde floor openings shall have Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a net clear opening of nott less than 5 square feet. of 8 feet shall be permitted for opening protection. Panels shlall be precut&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 Label all panels and store in a clean dry area of the house, 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD 11, STAIR HANDRAIL:R311.7.8 Provider Handrail on at least one side of each ONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL Attachments shall be provided in accordance with the table as follows: 16"O.C. 42 535 499 664 622 PANEL SPAN RATING SPACING continuous run of treads or flight with FOUR OR MORE RISERS. `, "I", "II", "III", "IV", OR"V" THICKNESS ED(GES FIELD N Lu � Handrail Height measured above staiir tread nosing,shall not be less than C:) 34 inches and not more than 38inches. All Handrails shall be continuous ': 16"O.C. 48 599 559 745 697 6d COMMON NAIL N 1.50 INCH 24I0 7/16"OR 1/2" " " " z the full length of the stair from a poinit directly above the top riser of a flight REFLECTIVE RED (2.5"X 0113") 16 O.C. 6i 12 to a point directly above the lowest rinser of the flight.Handrails adjacent to PANTONE R CV a wall shall have a space of not be lelss than 1-1/2 inches between the wall 8d COMMON NAIL 1.75 INCH 24/16 7/16"OR 1/2" • • W and the handrail,see code for excepltlons.Refer to Code for grip size specifications. DESIGN CRITERIA TABLE 507.9.1.3(1) (2.5"X 0131") 16" O.C. 6'" 12" m W Q 12. GUARDS:R312 Porches,balconies nor raised floor surfaces located more than 30" DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 � LU above the floor or grade below shall)have a railing not less than 36 inches REFLECTIVE Q in height. Railings shall have Top raillls and Balusters and Bottom rails that are WHITE FIELD Wind Speed: 130 JOIST SPAN U W U NO MORE THAN 4 INCHES APART., EXCEPT:the triangular openings formed ___ NO Of storiles: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS p W U) by the riser,tread and bottom rail of tthe guard rail at the open sie of a stairway DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS Mean Roof Ht: 30 ft TO WOOD FRAMING are permitted to be of such a size that a 6 inch sphere cannot pass through. 7/16 min. Structural plywood FRAMING SPACING NAILS SCREWS Open sides of stairs with a total rise cof more than 30 inches above the floor or 1/2"DIA.LAG SCREW grade below shall have guards not less than 34 inches in height measured Panel, Attached to Roof pitch:: per plan 30" 23" 18" 15 CEILING EITHER DIRECTION 16"O.C. �� 5d COOLER NAILS DESIGNATION FOR STRUCTURAL &1/2"MAX. SHEATHING 1/2�� 7 12 vertically from the nosing of the treadis. �� Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 1s^o.C. 8" 16" COMPONENTS THAT ARE OF 1/2 112"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 291, CEILING EITHER DIRECTION 16"O.C. 7" 12" &1/2"MAX.SHEATHING 5/8" sdl COOLER NAILS 13. WINDOW FALL PROTECTION: Weere the top of the sill of an operable window STROKE WALL EITHER DIRECTION 16"O.C. 7" 12" opening is located LESS than 24 incEhes above the finished floor and GREATER "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 2:1 than 72 inches above the finished grrade or other surface below on the exterior GIRDERS AND BEAMS of New York State Nailing Selhed: Table R602.3(1) 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"C AT EQUI"LONG 6d COATED NAILS S. of the building,the window must be(provided with a window opening control device „ GARAGE CEILING PERPENDICULAR 1I 11 EQ REIAVS SHALL DRYWALL SCREWS. that compiles with R312.2.2 Windowv Opening Control Devices. "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5/8 BENEATH 16"O.C. 6 6 SCRRC;S CTIONOR702 5.OMPLY 11TH &1/2"MAX. SHEATHING 13" 11" 10" HABITABLE ftiJMS 14. FIREBLOCKING AND DRAFTSTOPFPING: Fireblocking shall be installed in "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. accordance with R302,11 thru R302..11.2 and Draftstopping shall be UNDER SECTION 602 OF THE BCNYS WINDOW UNIT 24" 21 19" &1/2"MAX.SHEATHING Installed per R302.12 thru R302.12.11 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 W N Fireblocking materials R302.11.1 shall be as follows: 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"D.C.to gable end wall framing. 1, Two-Inch nominal lumber LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) 2. 1/2"gypsum board NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD T \ 910 ,--4 3. Batts or blankets of mineral or fflberglas shall be permitted for compliance v with the 10 foot horizontal fireblcocking in walls constructed using parallel Applicant shall provide engineered wood placard rows of studs or staggered studs. on or adjacent to electrical meter box for field inspection. 4. cellulose insulation installed andi tested in accordance with ASTM E 119 or PLYWOOD STORM PANELct Q O UL 263,for the specific applicatiions Residential structures with Truss type construction, F"•� Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL for new dwelling and/or any addition,alteration M-�-I Refer to General Notes for Panel TABLE R401,4.1 PRESUMPTIVE LOAD-BEARING VALUES a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 w -C OF FOUNDATIONI MATERIALS shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. � � � C-� ' - Y oft the structure or le Inspection �1�;�� � �f Tin CLASS OF MATERIAL LOAD-BEARING PRESSURE a J 1�E� ct Crystalline bedrock 12,000 psfkn sf Sandy g gSedimentaravel a d/orrgravel(GW and IGP) 3,000 rock 4,000ated psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) e Sand,silty sand,clayey sand,silty gravel and clayey gravel (SW, SP,SM,SC,GM and GC) 2,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Clay,sandy clay,silty clay,clayey silt, silt and sandy silt s Y (CL,ML, MH and CH) 1,500 psf o SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN GROUND SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL a.When soil tests are required by Section R401.4, SNOW WIND DESIGN WEATHERING LINE TERMITE DEBRIS TEMP REQUIRED INDEX TEMP the allowable bearing capacities of the soil shall be part of the recommendations. LOAD (MPH) EFFECTS REGION ZONE CATAGORY DEPTH HAZARD b.Where in-place soils with an allowalble bearing capacity of less than 1,500 psf 20 LBS 130 P NO NO NOM B SEVERE 3-0 MODERATE 11 YES NO 1500 or less 52.1 are likely to be present at the site, the allowable bearing capacity shall be TO HEAVY determined by a soils investigation. 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. 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 R Basic wind speed for risk catagory 11 from ASCE 7-17 Figure 26.5-1 B TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Extent of header(two braced wall segments) TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED TOP OF PLATE— Outside Elevation Top plate continuity is — - - Extent of header(one braced wall segment) required per R602.3.2 CONTINUOUS RIM FULL HEIGHT BLOCKING OR END JOIST LENGTH CONTINUOUS RIM ADDITIONAL FRAMING KING Side Elevation METHOD WSP: EXTERIOR SHEATHING CONTINUOUS ALONG LENG R , O r � I- ' - -• OR END JOIST MEMBER DIRECTLY ABOVE @ 16 OC ALONG > _ a, PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL ,I I•I I•I 1, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ac°3 O I•I PER TABLE R602.3(1)OR R602,3(2) , , ° , ° ° Fasten king stud to header with O •I I•I ° , , ° , Min.3"x 11-114"net header Header ° ° ° / 6-16d sinker nails 'I• VARIES BY FASTENERS 2-16d NAILS EACH SIDE occur op o wall , ° shall ur at top 'I I I 1• o ° , ° ° ° ° fasten top plate to header with O ,I II 1•I METHOD CS-WSP: AS PER TABLE R602.33 two rows of 16d sinker nails @ 3"o.c. •I I'I ✓ ( ) Fasten sheathing to header with 8d common nails in 3 In.grid ° 00 EXTERIOR SHEATHING ATTACHED 8d @ 6"O,C.ALONG TOE NAIL 3-8d NAILS pattern as shown and 3 in.D.C.in all framing(studs and sills) I` 8d @ 6"O.C.ALONG ° O JER— WITH Sd COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER Braced wall line \ •l (0,131 X 2.5"LONG) BRACED WALL PANEL Header to jack-stud strap per table continuously sheated \ ' •I AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL t ° y R602.10.6.4 on BOTH sides of with 1/2"wood Minimum 40001b header-to-Jack-stud O IN FIELD BRACED WALL PANEL D1 ° .M I° opening opposite side of sheathing structural panels strap on both side of opening O l• BRACED WALL PANEL v P A PP 9 P opposite side of sheathing BRACED WALL PANEL BRACED WALL PANEL z w BRACED WALL PANEL ° BRACED WALL PANEL INTERIOR FINISH: 'm aci !° Min, Double 2x4 framing covered with minimum ° t1 _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONGF �_ la Panel splice edges shall occur over �( I•I 3-16d @ 16"OC ALONG � ° � 1/2'thick wood structural panel sheathing ° ° (_0 I 1 l• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"CC EACH I° with 8d common nails 3"D.C.in all framing ° ° and be nailed to common blocking I•I WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG @ o ,I, @ g ° within the middle 24"of the portal- WITH WALL PANEL BLOCKING MEMEBER (studs,blocking,and sills)typical P W I'I Ft a ° ° leg height. One row of 3"D.C.nailing TABLE R602.3(1)FOR EXTERIOR WALL x °!° Is required in each panel edge, J: SHEATHING iv Min. 2 2x4 t J _ _ _ _ _ -. •. _ _ - q; CONTINUOUS RIM OR CONTINUOUS RIM OR ( ) yp if needed Q 'I • 1'I END JOIST 10 VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST 2'to 18'(finished width) •I I•I OVER AND BE FASTENED TO COMMON STUDS. Min Double 2x4 or TOP OF FOUNDATION 2x6 King&Jack stud 1/2"min.thickness wood structural I• 2-16d NAILS EACH SIDE O - — - — - - Min length of panel per Table R602.10.5 I I,I I I HORIZONTAL PANEL JOINTS IN BRACED panel sheathing WALLS PANELS SHALL OCCUR OVER Min double 2 x post z N ICI (1)5/8"Diameter anchor bolt No.of studs per w Rom'` AND BE FASTENED TO 1-1/2"x 5-1/2" 1 INTERIO � I,1 I. FULL HEIGHT BLOCKING i with 2"x 2"x 3/16"plate washer I I I THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING �_ Table R602.7(1&2) U SPACING CONTINUOUS ALONG LENGTH as per R403.1.6 .1 NAILING 1 I I I I' AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING �r 1• OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG Min.reinforcing of foundation,one#4 Bar Z .I I•I I•I 2 x 4 or 2 x 6 STUD WALL BRACED WALL PANEL Top and bottom of Footing,Lap Bars 15"Min. J •I I•I I•I 1' 2 X BOTTOM PLATE MIN(2)3500 LB strap-type W Holdowns-Simpson STHD14 _ — _ — — — _ — — — _ _ — — _ _ _ _ _ _ Q o embedded into concrete and ,I I•I ICI I, nailed into framing-4,935 LBS ea. •I I•I I•I I. NAILING EDGE — —' — — — — — — — — — — — — —" — — — — — — FIGURE R602.10.8(1) �-- 'I SPACING -6" FIGURE R602.10.8(2) OR Simpson HDU4 w/ W 0 BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN (10)1/4"x 2-1/2"SDs Min.Footing size under opening is 12 x 12".Turned •'- I - u - _ �•'1 - - -'• EXT.SHEATH'G Down Slab shall be permitted at door opening PANELJOINT PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING 4,565 allowable load ea. r o 0 FRAMING FRAMING 0 � C) U) FASTENING REQUIREMENTS FOR LL BRACED WALL PANEL AS PER METHOD PFH - PORTAL FRAME WITH HOLD-DOWNS - FIGURE R602.10.6.2 O 00 TABLE R602.3. 3 2 3 z z 0 alf goo Simpson 1-1/4" galy. x 20 gage 0 H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A EXTERIOR OR between 9-1/4"to 15-1/4" at each Rafter:::] . With nails in each end at each rafter. Cn c BEARING WALL Typical Metal provide blocking @ — c m N WINDOW HDR braced wall panels (5) 8d x 1-1/2"��nails in Rafter �� 4 Ft Perimeter ° m o Strapping _ 0 ° E PROVIDE@STRUCTURAL RIDGES at Openings (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field w tM w E ��, o ass NOTCH GREATER —1 Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Simpson L-50 on each side of rafter o T THAN50 /o »°�� c- c I ood sheathing °,. c c Z m ° " a� �' f0 m (PERCENT)OF p g Schedule Dwg-1 - a c shall have Solid Blocking 0 ((n rn �w Q.�t o PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE shall Plywood Joints m tf m c o c c - y 5 a '- METAL TIE FASTENED ACROSS AND 2.2 E `o m U, n`o c 3 TO THE PLATE AT EACH OF THE SIMPSON H2A tz o ° c n U m 5 NOTCH WITH 8-10D NAILS EACH SIDE Solid blockingbetween at each Rafter. With " 0 2 0 3 L = E 3 c „ 1-1/4 x 20 Gage Metal Coil _ rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails a� N 2 N late with 8d nails 6" o.c. 2 8d x 1-1/2" nails in late y W O1" - — °'' - TOP PLATES alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs .121 o ,n -o 0 3., Comer Holdowns g ( ) Look Out Blocks ° ,I , a is L)a w o o - IPE panel. and window or door Header. w p Typical each side and ALL Less than Gable End Wall L".y � E ° y Refer to Ions ° ' ° o m Z c E 2 U c m for locations CV yp Or Equal ° P z.c t `n c U c $ L' windows and doors. to 12" � � N� � �� � a.=_oa If required Q '°N ¢ y c m c m o RIM JOIST BLOCKING BETWEEN RAFTERS (a� BRACED WALL PANELS Sill Strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS FICi URE R602.6.1 this page. NTS NTS RAFTER TO RIDGE STRAP R602.3(1) TOP PLATE FRAMING TO TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS -R602.4.6 z (' ACCOMMADATE PIPING WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. LOCATED IN THE UPPER THIRDF THE ATTIC SPACE AN �_ vJ ATTACHED 4 5 N.T.S. 6 7 8 9 OTO THE RAFTERS W THD4-D NAILS EACH END o CONTINUOUS FLASHING EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE J `''"I PAST JOIST HANGER GREATER THAN DECK JOIST AND ° o NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC SIMPSON BSC CUT '^ ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507,2 AND LENGTH PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 12++ Min see Schedule on DWG-1 POST TO HEADER CONNECTOR POST TO HEADER CONNECTOR tip of lag screw shall fully extend beyond TIMBER TECH- I I TIMBER TECH- I I L_RAILING POST, OUTER THIRD "WEATHER TEAK" "WEATHER TEAK" MIN 04 WITH VINYL COVER the inside face of the band joist. SIMPSON ABU POST SIMPSON ABU POST 4"TREATED POS TO CONCRETE BRACKET 4"TREATED POST TO CONCRETE BRACKET OF SPAN ONLY ATTACHED PER ATTACHED PER COMPOSITE DECKING COMPOSITE DECKING GALV.DECK HANGER SIDE COVER 2"MINIMUM SIDE COVER 2"MINIMUM CLEAR SIMPSON LUS26 2X6 0• MANUF.SPECIFIC ATIO I I MANUF SPECIFICATIO I I 4 X 4 MIN.TREATED POSTS SIMPSON LUS28 @ 2X8 @2-1/2 GALVINIZED CARRIAGE BOLTS 2-1/2"GALVINIZED CARRIAGE BOLTS I S THRU BOLTED BOLTED TO I SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL OR SIMPSON SD STRUCTURAL JOII I 1 /GALV BOLTS W/ 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE CONNECTOR SCREW GRADE CONNECTOR SCREW /2"DIA. Use 1-1/4" Metal N U-1 2"MIN. Io ---LOCK WASHERS. WITH TABLE R507.2 ADHESIVE.ANCHORS: HIGH-STRENGTH ADHESIVE ANCHORS:HIGH-STRENGTH O Coil Strap 20 EPDXY ANCHORING ADHESIVE FOR EPDXY ANCHORING ADHESIVE FOR p Gage N 1/2"MIN, 2 x JOIST SIMPSON DTTiZ W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD-OR USE: USE WITH THREADED ROD-OR USE: 0 12" Min (5) 8d common nails "i Z r!"MAX. ; ,0 2x RIM JOIST ATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) Z MECHANICAL ANCHORS;SIMPSON Z MECHANICAL ANCHORS;SIMPSON N MIN. in EACH END at(3)#10 X 3"WOOD SCREWS + NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR WEDGE-ALL WEDGE ANCHOR D3 MAX. Q 11 AND TWO WITHIN 24"OF EACH END OF DECK - _ 6 MAX. EACH Stud. W 2-1/2"DI R507.6.2 SIMPSON H2,5 AT EA.JOIST OR ch 12"DIA.CAST-IN-PLACE ch 14"DIA.CAST-IN-PLACE 2"MIN. $d @ 6" oc Along J 3 CONCRETE FOOTING ON CONCRETE FOOTING ON THRU BOLTS BLOCKING FOOTINGS MUST 24"X24"X12"CONC FTG FOOTINGS MUST 24"X24"X12"CONC FTG D3 MAX, Braced Wall Panel I- Q SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON BEAR ON U W W/WASHERS OVER BEAM SIMPSON BC FIGURE R602.10.8 1 BETWEEN EACH POST GIRDER ": °. ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED UNDISTURBED ( ) (A CONNECTOR NOT LESS THAN(2)LOCATIONS WITHIN 24" SOIL SOIL JOIST of EACH END of DECK: SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP MAXIMUM OVERHANG 24" MINTHREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS PENTRATION TO CENTER OF TOP PLATE,STUD CONNECTION (CD FRONT PORCH P.T. POST TO CONC. PIER Ca. DECK PIERS R502.8 OR HEADER NTS NTS DECK / GIRDER & RAILING DETAIL R507 EXTERIOR DECKS SIMPSON ABU INSTALLED IN ACCORDANCE SIMPSON ABU INSTALLED IN ACCORDANCE NTS NOTE; 8d COMMON NAILS ARE r M� 10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS, 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS FOOTING SIZE PER TABLE R507.3,1 FOR DECKS H e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 � SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap N 507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails with DECK STAIR 507,9,1.3(2) FASTENERSeac (5)-8d common nails TOP PLATES TOP PLATES Strap may be attached OVER at each stud N IN 2 ROWS Strap may be attached OVER at each stud aI the plywood OR directly to the plywood OR directly to Strap may be attached OVER @ @ @ p 5.5"MIN FOR 2X8* Studs.5"MAX 7.5 MIN FOR 2X12 Studs. 6.5"MIN FOR 2X10 the plywood OR directly to STUD BORED HOLE MAX. " - Studs. GRADE STUD Q �-; , _, ct BORED HOLE MAX. DIAMETER 60% @ @ O @ CV rap strap under sill �� tv Ln DIAMETER 40% (PERCENT)OF STUD and attach to sill plates M (PERCENT)OF i DEPTH , +�", 3-16d @ 16" oc Along � BLOCK SOLID STUD DEPTH 11 2"MINL " ' BETWEEN JOISTS �° ° i�l z MM U '� t>A °O � 5/8"MIN. 518"MIN. 5/8"MIN /8"MIN, LAG SCREW OR THRU-BOLT - ('r'+ - Braced Wall Panel-7 r+ TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN _ _ ;, * * * * N ° FIGURE R602.10.8(1) NOTCH MUST NOT NOTCH MUST NOT o EXCEED 40% o '-III 5 EXCEED25 /°(PERCENT)OF (PERCENT)OF o 0 STUD DEPTH STUD DEPTH 10"x LEN TH O ST ,,:._.�,�..,„�• () IF HOLE IS BETWEEN BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD C CAST-IN- CE ,bh7 ! f,� O 40%(PERCENT)ANO NOT BE LOCATED IN PER FIGURE R507.9.1.3 (11 STRAPPING BORED HOLES SHALL THE SAME CROSS UNDER B T J `• 60%(PERCENT)OF I I I- NOTBELOCATEDIN STUD DEPTH THEN SECTION OF THE CUT Applies to Garage Wall and Wrap strap under sill THE SAME CROSS OR NOTCH IN STUD • ' • ' p STUD DISTANCE CAN BE REDUCED =III=III and attach to sill lates TYPICAL STAIR FOOTING C J SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction ;ITI=� - p OR NOTCH IN STUD SUCCESSIVE STUDS SPACING Is REDUCED TO THAT OF ARE DOUBLED `;, : •i 1-1/4 METAL , TS " • ` AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS al STRAPPING a /s TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST WASHERS NOT PERMITTED) RAFTER FACE TYPICAL q FIGURE R602.6(1) , O,o© y0Q` FIGURE R602.6(2) FOUNDATION-SILL-STUD NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 0Ir-N�� 16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 --•--- WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. AT CANTILEVER FLOOR JOIST Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes u and out of the Rigid insulation 2X ceilingjoists of second floor Sheet Metal Firesto p MANUFACTURED LIGHT ENCLOSURE p Full Thick Insulation wayfor access thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line Exterior Fill entire Cavity to CONTINUOUS BEAD y Insulation dams sheathing as draft:stop and lay on plyw od Batt Insut CEIING FRAMING support Seal joint with Sheathing eala behind tub Tub attic hatch - R-val Non-combustable sealant OF SEALANT subfloor Base late prevent loose-fill blocking p insulation from Typical equal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed tom- Air Se I exterior insulatio re uirem n access opening Sealant or OR GASKETED TO RIM Continuous.B.ea4 wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through d- adhesive access o of Sealant or � as enclosure liner sealed SEALANT Sealant solid blocking adhesive at perimeter and seams. SILL PLATE INSTALLED or rigid insulation o 1 min Ri id Weatherstripping A�hesi Sealant Casing/ EXPANDING FOAM SEALANT Pre-Fab Fireplace OVERGASKERSILL g sealed around pp g iPanel Seal stairs00 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Airframe a Refer to manufacturers SEALANT four edges `Pull-down gap CD 1 x2 Stop RECESSED LIGHTING FIXTURE Sealed at perimeter � Sealant 1/2" plywood Board DRYWALL CEILING specs for installation manual p staircase with caulk , p Yw finish w/ soffit material or foam o attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing o (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL 0 CANTILEVERED FLOORS PULL-DOWN STAIRCASE Q DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING I "77 EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATTIC HATCH DETAIL @ TO BAND JOISTS 4 This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products ` '- _q 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 R-50 Attic Stair Cover ENERGY NOTES ° . . Eave baffle installed _ �` 4 �'"' Z 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. "" '"" W 1. All design &construction in compliance and built accordingly to the g ( ry) adjacent to soffit and eave 2020 EnergyConservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. Table R402.4.1.1--Air barrier and insulation installation. ) g „ „ " „ vents. Baffle shall extend over . >fi, The authority having jurisdiction shall be permitted to determine an approval by a third party(HERS Rater using the Manual J S & D submitted at CO. �`',~�. u„-~,... , I z 0 the top of the attic insulation - n4 g I J energy efficiency program to exceed the energy efficiency required by this code. W 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. } 0 TABLE R402.4.1.1 air leakage a . . All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy 9Y an approved third party(HERS Rater) using the (R40223) _ AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" b&Manuals S & D submitted at CO. 2 x CJ W/ INSULATION i COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa ( W 0 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS „�'a. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder g P a "i '` NN General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. Soffit see OR HERS RATER requirements in the building envelope. and posted on a wall in the space where the furnace is located i O Q q g10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs 0 0 shall be insulated with R-3 Minimum.degrees or< 55F degrees de I ` Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F de g g SEALANT � � � � � W � J continuous air barrier. Building envelope (prescriptive) per table N 1102.1.2 insulation & Fen. by Component. W LL 11. (R403.3.5) Building Cavities (Mandatory) j U) Breaks or joints in the air barrier shall be Buildin framin cavities shall not be used as ducts or I T Exterior wall O Ur O sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 9 g p enum. YP sections N1102.2 through N1102.2.13 See Const. Dwgs i r i Z Z Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) i t .- 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. installation density of the insulation shall be at the manufacturers'product p 9 P � 1 H i O accordance with the criteria listed in table 402.4.1.2 or required b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. `, R O recommendation and said density shall be maintained for all volume of q Y i 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. maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. s: installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE The building shall be provided with ventilation that compiles with the requirements of E•s exists,the batt product will be cut to fit the remaining depth of the w = B N cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE °o o.E y shall be laced to fill an surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system m t5 g° t5 P Y Z.-�,wE manufacturers'specified density. Where faced batt is used,the test results shall be signed by the party conducting the test. is not operating. o m 0 8 T Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM 'a 2= z installation tabs must be sta led to the face of the stud. There shall be a ° ° P Or N 1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy '"�-..._� a 8 y w :&o s o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN ;:ter,.;:- _ --_e - o 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements ° ° °0 8 o 2 stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Ri id Foam or ACCORDANCE WITH Wit._, r a'� Y ° Y '� combustion air. Factory built fireplaces shall be listed and labeled p 9 g -. c ,. C. t r 2 o 8 s Q o ° equipment is used to provide whale-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT ..,� f- .G 3 = 3 Insulation that upon installation readily conforms to available space according to UL 127. 9 . .. I powered b an electronically f o ° a� t shall be installed filling the entire cavity and within the manufacturers' p y y commutated motor. as backdam I o ° ° ° = y „ C w g ty TYRROOFCONST. density recommendation. 8. R403• Systems: N1103.1.1 (Mandatory) programmable thermostats shall be 02 N = _ M ' 14. N 1103.7 R403.7 E _ �°•-•- _ � provided for each separate heating and cooling system,Temporarily operate ( ) Equipment sizing and efficiency rating (Mandatory) o I j �9 o C �r o o Ceiling/attic attic The-air barrier in an dropped The insulation in an dro ed ceilin /soffit shall be ali ed with the Roof underlayment -_ �, =w �, °w o 2 8 Y PP Y pP g g" the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION + ;�' .- ° ° ° 9 = O - � N ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on buildin loads calculated in accordance with ACCA sealed to drip edg , ; - -_ r 2 N `� E g ° shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS _ �, -- , � z e t y o = 0 _ insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ' L0 N ° - ¢ U, 8 =o r ° PP g g g OR HERS RATER Branrr unetaGe-orfsandio ws i 11 e a E m m ° U.- B sealed. New or re lacement heatin and coolin a ui ment shall have an efficienc `' L ° L = 0 ° 9. R403.3: Ducts- Supply and return ducts in attics shall be insulated to an R-value P 9 9 equipment Y + ° _ ° E a ° a 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 rating equal to or greater than the minimum required by federal law for the Typ Fascia! than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see �� SEALANT wall doors to unconditioned attic spaces exterior wall fines to allow for required attic ventilation. pp Y 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 ." Ttan5v.,5c j,:M9 f a g.San driw� rr nn Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall -'' 0,Mr nts>Ir trunl,s andaItpDtrrf.on late shall be sealed.The unction of the b completely filling the cavity with a material having a thermal contain only high-efficacy lams r'`'" m '` ` i P j Y P Y g ty g Y 9 Y P „ 1 � ) Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall 4 ' '`, ~~� "~ `` Q sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs `" 2} installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs 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 0 shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS Q ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed 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'(db 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 SUMMER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB RANGE HUMIDITY HUMIDITY APPROVED WINDOW HEATING COOLING OPENING LIMITING perimeter floor framing members. I I 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% 45-55% shall be covered with a Class I,black permanently attached to the crawlspace walls. N WFOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) o l'- vapor retarder with overlapping joints N O taped. Z Shafts penetrations Duct shafts utility penetrations,and flue TABLE M1505.4.3(2) - - - - - - - - - - - - - - - - - N U) P � t3'P J I WINDOW IX p Q shafts opening to exterior or INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa,b W W LOCAL EXHAUST RATES TABLE M1505.4. unconditioned space shall be sealed. 24" O W 6i RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW 0 � -1 AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% PASS THROUGH FALL PREVENTION > SEGMENT I DEVICE CONFORM TO <U Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE O KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR the correct density without any voids or gaps or 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 ventilation system run time 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 Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE v conditioned spaces. EXTERIOR b.Extrapolation beyond the table is prohibited. COMPLY AS FOE LOWSOF E BUILDING.SHALL FINISHED GRADE t h Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. TABLE M1505.4.3(1) L OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS V1110LE-HOUSE M WINDOW ECHANICAL VENTILATION SYSTEM AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or REQUIREMENTS 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W ,� cV gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � � installation readily conforms to available space shall NUMBER OF BEDROOMS ENERGY COMPLIANCE STATEMENT: a extend behind piping and wiring. DWELLING UNIT TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be FLOOR AREA 0- 1 2-3 4-5 6-7 >7 JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 Q, o exterior wall showers and tubs shall separate them from the showers and insulated. (square feet) COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. v Z tubs. Airflow in CFM N1101.14 (R401.3) Certificate (Mandatory) Electrical/phone The air barrier shall be installed behind electrical or < 1,500 30 45 60 75 90 �� M _ A permanent certificate shall be completed b the builder or other approved art and posted on a wall W ^'-c P4 `? box on exterior wall communication boxes or air sealed boxes shall be installed. _-- _- - ---��- p p y pp party p � o 1,501 -3,000 45 60 75 90 105 J in the space where the furnace is located, a utility room or an approved location inside the building. / o HVAC register HVAC,register boots that penetrate building thermal _ Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit �/ x 'd boots envelope shall be sealed to the subfloor or drywall. 3,001 -4,500 60 75 90 105 120 I ^' 4 Caul openingn seal p y Q h-�I c rough directory label, service disconnect label or other required labels. The certificate shall indicate the a •� o Concealed When required to be sealed,concealed fire sprinklers shall predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components D ., sprinklers only be sealed in a manner that is recommended by the 4,501 -6,000 75 90 105 120 135 �� ,, �� such as slabs basement walls crawls ace walls and floors and ducts outside conditioned spaces; manufacturer.Caulking or other adhesive sealants shall not p p be used to fill voids between fire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results - 6,001 7,500 90 105 120 135 150 :�_____. 2 walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. IC = insulation contact. >7,500 105 120 135 150 165 _ "_ Where there is more than one value for each component, the certificate shall indicate the value p I a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. For SI:1 square foot=0.0929 m2, 1 cubic foot per minute=0.0004719 m3/s. �- covering the largest area. The certificate shall indicate the types and efficiencies of heating, _ cooling and service water heating equipment. Where a gas-fired unvented room heater, , Rigid insuiatior Weather-strip door electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ` Q'/' 01 10 y4� (recommended) opening and �� �� �� �� �� 11 U. Minimum R-5 threshold indicate gas-fired unvented room heater, electric furnace or baseboard electric heater, Wall Access panel as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, Weatherstripping and insulation Detail electric furnaces and electric baseboard heaters. BARS.GRILLES,COVERS R310.4 BARS,GRILLES,GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED AS FOLLOWS:NET CLEAR OPENING SIZE COMPLYING WITH R310.1.1 TO R310.2.3 AND SHALL BE RELEASABLE OR REMOVABLE WINDOW WELL R310.2.3 FROM THE INSIDE WITHOUT THE USE HORIZONTAL AREA SHALL BE 14'-7" 17'-6" OF A KEY,TOOL,SPECIAL KNOWLEDGE MIN 9'-0"SQ FT.WITH A o OR FORCE GREATER THAN THAT REQUIRED HORIZONTAL DIMENSION FOR THE NORMAL OPERATION OF THE OF MIN S-0"TO ALLOW FOR o ESCAPE AND RESCUE OPENING. EMERGENCY ESCAPE AND 00 RESCUE, LADDER SHALL BE o PREMITTED TO ENCROACH c 12"SQ OR 14"ROUND o e, NOT MORE THAN 6"INTO CDREQUIRED WINDOW WELL DECK FOOTING PER TABLE ' TYP.EGRESS WINDOW DEPTH. R507.3.1 FOR DECKS a WINDOW WELL R310.2.3 8 PSI �� SEE DETAIL ON DWG-2 HORIZONTAL AREA SHALL BE CAST-IN-PLACE b• CONCRETE WINDOW ' ------------------------------------- ---- MIN9'-0"SQ FT.WITH A WELL HORIZONTAL DIMENSION I OF MIN T-0"TO ALLOW FOR • `O ' ' EMERGENCY ESCAPE AND ea---------------------- - - - - - - - - - - - - - - - - - - - - - - I 4-2x8 PT.GIRDER/RESCUE. LADDER SHALL BE ; � � � ��_ - � i�r _ _ - _ _ r-� * .____ _ - ��' � PREMITTED TO ENCROACH `� Cl) g ; �___• ; \,', \,-� \„� \ [0:! � , NOT MORE THAN 6"INTO 4 REQUIRED WINDOW WELL DEPTH. •� TYP.BASEMENT SLAB ; __ ___ , 5'-2" 5'-2" 0 5'-2" 1 Z LADDER&STEPS R310.2.3.1 — — ' o ' ' I 1 1 O I ' J 1 ' ' Cn tr 1 O WINDOW WELLS WITH AVERTICAL 0 LU Q DEPTH GREATER THAN 44 INCHES ' F-`T SHALL BE EQUIPPED WITH PERMANENTLY ; ; `y ' o X� C _, cv - O -, i o iv '^ �L AFFIXED LADDER OR STEPS USABLE CONCRETE EGRESS WINDOW WELL `� ' o - 2-2x8 P.T.GIRDER -i- V, q co I X O= I i \ i \ i \ -� i r o WITH THE WINDOW IN THE FULL OPEN 00 tO ' N O L` W J— O SCALE: 1/4" = 1'-0" `�' _ DECK LATERAL HOEDOWNS o POSITION. RUNGS SHALL HAVE AN - , I I 1 J I SIMPSON DTT2Z w/(8) X I O INSIDE WIDTH OF AT LEAST 12 INCHES , I 1 J o ' c 1 „ " , .- SHALL PROJECT AT LEAST 3 INCHES I I I , 1!4 X 1-14" SDS O �/•�R310.2.3.2 Drainage , , , ' � � (THIN 24"OF EACH END FROM THE WALL AND SHALL BE SPACED Window wells shall be designed for proper drainage by connecting ; ' v! NOT MORE THAN 18 INCHES ON-CENTER SEE DETAILS ON DWG-2 � � WINDOW WELL R310.2.3 to the building's foundation drainage system required by Section R405.1 , , , �, � -, I , VERTICALLY FOR THE FULL HEIGHT OF orb an approved alternative method. --- m HORIZONTAL9'-0"SFT.WITH SHALL BE W O 0 Y PP ' 17 6 F- MIN 9'0"SQ FT.WITH A o ''^^ O THE WINDOW WELL, Exception:A drainage system for window wells is not required where � v! the foundation is on well-drained soil or sand ravel mixture soils in ' _______ _ " ' 2X8 DECK LEDGER ' I HORIZONTAL DIMENSION O g --- __ (4)1-3/4"x11-7/8 LVL ' ' (7)1-3/4"x 14"LVL ; OF MIN S-0"TO ALLOW FOR accordance with the United Soil Classification System,Group I Soils, , ______________ __________.________ ' SEE DET. ON DWG 2 I t• �1 as detailed in Table R405,1. ; -------------- ------------------- '------ --- ------ -------- --- --------------------------------- -- ; EMERGENCYESCAPEAND u_. Z f'-� Z RESCUE. LADDER SHALL BE � —•� - ---------------------------------- ---- J ~ I BEAM POCKET(TYP) POCK (TYP) ' SHIMS AS REQ'b SHIMS AS R Q' NOT MORE THPREMITTED AN N N 6C ENR�OCH O A TMP O , , 91_9,/„ I I ; REQUIRED WINDOW WELL �n DEPTH. V I--• I I FIN. BASEMENT u 2X4916"OC '--___-___- c I c BASEMENT SLAB-4" I STUD WALL ON ; y TYP EXT.WALL , , ' LL , TREATED SHOE PLATE ° c CAST-IN-PLACE SLAB o 'D -� WITH R-14 SPRAY ' ' E.N 1 rn TYP ON 6 MIL VAPOR BARRIER > to p o c m y J FOAM&1/2" r z I I I o o'E In ' U E- ON MINIMUM 4"SAND-GRAVEL M.R.GYP BD g ' o ' ' rn m rn Q ° a: 1 , I 1 dI ° L p , ' GROUP 1 SOILS, v 4'-0" -Z E r y TYPICAL @ EXT.WALLS cn cn I ° ° SILL PLATE ' Ln I I I - O`v ' ' ' ° 2,2 0 O X �w oo F-v c.z to I M O �� In om o0o m � W , O , 0 TYPICAL INT.FOOTING/COL M , v O= o W , , w ° y rn b 2 o a r o ' o LL o J I 30"x 30"x 12"THICK V z •- `e I o o <L r o= � _J X X , 07 � a�co � oo '� fo � o Z ¢ LL N I LL N CAST-IN-PLACE CONCRETE v o W LL w N M w , 2 0•o a s ° ~ v;°° Y TYPICAL ANCHOR BOLT -R403.1.6 > Q , J J = U, Y g o o I FOOTING&3 1/2"DIA STEEL , m J `"� c N MAXIMUM SPACING: 1/2"@ 72"O.C. "' ' ' x a�y 2 c o m•- o o c 3 ` •' . • . : . v , X X COLUMN o= �d I , I o r in a 3 L c'c,�`3 ° A. EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ti a , N N I I X 00 to , c , , a c a o t m ;; 0 2 BOLTS PER PLATE AND HOLD AT LEAST ; I N c ° COL c N N h rn ONE BOLT 12"MAX AND 3 1/2"MIN OFF `•` ' ' ' ; ; ; In r'� r m w- `o E ENDS OF PLATES. V-6" T-1'/," 9' 1" 3'-4" 10'-1'/i' 1V-6'/e" T - I c ° o o� - o 2 t TYP.CONC.FOUNDATION , , t o 0. ° m r I , m L C E 2'�c a I • __________ • E' 3 N L uia C V C Q V) C 4] C 0 O ' -- -- I •--- --' , » a cc o 8c L LVL 4'-8" to Lcio(2)1-3/4"x11 (2)1-3/4"xl1-7/8 (2)1-3/4"xl1-7/8"LVL (2)1-3/4"xl1-7/8"LVL ° N co o- H- ,o E a a ANCHOR BOLT DETAIL - =======-=- --' -=== -= ' =- -=- ' ---------------- ' ' ==--- ====::::::::::- ' = - ' --=--==-==::::::::: "-==-= ' ----------- - 1 '� ; BEAM POCKET(TYP) ; ; , ; ; '� ; ,- , ; ; ; BEAM PO KET(TYP)I Cl) ' SCALE: 1/2 - 1 -0 1 SHIMS ASREQ'D ----• .---�_--• .-- -- _----- j -�p Cl) ---- SHIMS AS EQ'D ----_- 1 - 1 , 1 (n I 1 ' C ,\ 2X4 FRAME AROUND O� STAIRCASE FROM FLOOR e I' 'I I • F.D. 6'.6" TO CEILING. TREATED SHOE k e e e e m e s s 0 , 10 W O O PLATE AND GYP,WALL BD I I O EXTERIOR "' '� 'z O ' ' U cD< j c� TYP EXT.WALL ' I I I INSIDE FACE OF WALL MIN. 6 e e:e m e e■ J ' '� ' ' Z Z W ___--- - S _I�) i ATTACH RAILINGS.HANDRAILS m I I'L LIGHT 4'-0" 1 I o Lu m tY, I I ti I 34"-38"ABOVE NOSING. H Ln L_e____e e M ABOVE I , ; W X Z F-- Q 0 W 0' O , R302.7 UNDER-STAIR PROTECTION O F­'e e e man ' UP ; ; ~ (D N qJ O J; ( m ENCLOSED SPACE UNDER STAIRS THAT , ' ' W W Z U) F- IS ACCESSED BYA DOOR OR ACCESS - - , , I Z LU Q M O OI 'N °„, In I PANEL SHALL HAVE WALLS,UNDER-STAIR 0 ---------------------- ___� ; -ED_U� W JO TYP.FLOOR CONST. Yy X, - ANDANY 0 ' H O ' SURFACE HE ENCLOSED SIDE SOFFITS HROTECTED LL ' ; ; ; ' ; W 0 Z J Q W N; I O O I 1/2-INCH GYPSUM BOARD. Cl) =-=--- ; ; ; ; ; W J(Oj W r W O J W c9 0 , I I Q`v =I-m (2)2x6 P.T.SILL PLATE W/MIN. °' m' o L;- ' I ; I ; ; Q W o W=U m Q TYPICAL ANCHOR BOLT -R403.1.6 % ' TING I- cJ `\' ; ' , ' ' m LU-o"'a z¢ r° iV , INSTALL I CONPLIANCE W U_ I , I , 1 1 W W F_D J c')O 0D MAXIMUM SPACING: 1/2"@ 72"O.C. I W/PART MECiANICAL p, o I ' Q (�Z U W EMBEDMENT OF 7"WITH NUT&WASHER. a '� X ' - - I ; , ; Z z-z C�U.W C/D2 BOLTS PER PLATE AND HOLD AT LEAST , ¢ 1st FL. ONE BOLT-12"MAX AND 3-1/2"MIN OFF ' . PROPANE pl N I O ; ; O p W z N Oa ENDS OF PLATES. ; NAVIENT LL' O I UP , ' O. Q O o N METAL STRAPPING DO , CO , i_________� , O oou v�=zl REFER TO SHIELD&SILL SEALER TYP. , CCMBI-BOILER r' 3'-5'/" ' ' 19'-11'/++" ; p1 ' 6'-3/i' N T-3/+" c*� „ 8 *---------lii ; o DWG-2 FOR ., , , 8, I � n i 1 ch DETAILS TYP.CONC.FOUNDATION ' ' ' ' , T_________o I TOP OF FDN. w ______ _ _______ _____ _____ ______ ________ I ANCHOR BOLT DETAIL DECK LATERAL HOLDOWNS I 2X8 DECK LEDGER - - ' ________-fir O 19'-11/," SIMPSON DTT2Z w/(8) SEE DET. ON DWG 2 h,�„ li Z SCALE: 1/2"= V-0" 1/4"X 1-1/2"SDS I U p --------� N . • Q WITHIN 24"OF EACH END I W W SEE DETAILS ON DWG-2 p LLI #4 REBAR 12"FROM TOP I X H , , J X ; SLAB ON GRADE C w �C 7 • �' 4"CAST-IN-PLACE CONCRETE , 0 2-2x8 P.T.GIRDER ; ; ._ ;; ; ' ' ' (It�•L_'- - - - - - - -��-�- - - -- - - .1 ' SLAB W1 6X6 W1.4 X W1.4 WWM I I ON COMPACTED BASE. ., 1, I I I ' - --• -----' - -• -----'• I I I #4 REBAR AT MIDSPAN O , bo TYPICAL COVERED PORCH FOOTING drop top of concrete 24"x 24"Cast-in-Place Pier Footing minimum ; ; as required for garage ; ; �•/ 36"below grade. 12"Dia Concrete pier ; door 4"Pressure Treated post -See details I on dwg 20 for strapping and uplift connections. I '------ ------------------------------------------ ----- (2)ANCHORBOLTS -- --------------------------------------------------------- IN EACH CS-PORTAL (2)ANCHOR BOLTS FRAME WALL ABOVE IN EACH CS-PORTAL R� TOP OF FTG SECTION-SEE FRAMEWALLABOVE U DETAIL 3 ON PG 2 SECTION-SEE �V DETAIL 3 ON PG 2 W Z V 2'-10'/" 16-0" 2'-7" 244 REBARS CONT. TYPICAL FOUNDATION - 8'-0" HIGH 26-6y," 2V-5'/2" IN ACCORDANCE WITH CHAPTER 4 O0 TABLE R404.1.2(8): 48'4- �Q x 8 CAST-IN-PLACE WALL WITH 90 m � HORIZONTAL REBAR PER TABLE TYP. FDN REBAR SECTION R404.1.2(1) - SEE DWG-1 NOTE #6. TYPICALANCHOR BOLT -R403,1.6 A�;�'.~�, ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH c'a �I ": NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST A SCALE: 1/2" — 1'-0" 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE ONE BOLT-12"MAX AND 3-1/2"MIN OFFENDS OF PLATES. 9'-0" FOUNDATION WALL HEIGHT SHIELD, EXTERIOR DAMP-PROOFING, ALL 1. Walls 24 inches total length or shorter connecting offset braced wall O SMOKE DETECTOR �[� t• t!t FOUNDATION P LAN CARBON MONOXIDE DETECTOR panels shall be anchored to the foundation with not fewer than one anchor bolt REFER TO DWG-1 GENERAL NOTES �a FOUNDATION FOOTINGS TO EXTEND TO located in the center third of the plate sectior and shall be attached to adjacent CO VIRGIN SOIL & BE FULL HEIGHT OR STEP IN ACCORDANCE WITH SECTION braced wall panels at comers as shown in Item 9 of Table R602.3(1). (Fastening Schedule) 915 OF S CAL E 1 /4" — 1 -011 2O20 IFC,R314 D THE y FOOTINGS IV TO 2H � CODE OF NYS'R315 OF THE RESIDENTIAL �n � 2. Connection of walls 12 Inches total length or shorter connecting offset braced wall panels to the foundation wthout anchor bolts shall be permitted. The wall shall be attached to adjacent braced wall panels at corners as shown in +4,v ' Item 9 of Table R602,3(1). (Fastening Schedule) ��" MEN PRE-FAB/FACTORY BUILT GAS FIREPLACES SHALL BE UL LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE 48'-0" CD CONDITIONS OF THE LISTING, MANUFACTUERS SPECIFICATIONS AND NYS CODER1004. FACTORY-BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127. 14'-7" 17'-611 16-11" o GAS VENTING TO THE EXTERIOR IN ACCORDANCE , WITH MANUFACTURERES SPECIFICATIONS AND DETAILS. 7-3'/s" 7'-3Yz" 8'-9" 8'-9" 7'-11'/" 7'-11Yz" 01 FACTORY BUILT CHIMNEYS SHALL BE IN ACCORDANCE o WITH CHAPTER10 SECTION R1005 0 FACTORY BUILT CHIMNEYS. O 0 a 36x62-2-Transom r - - - - - - - - - - - - - - - - - - - - - - I I 36x62-2-Transom EGRESS 2-2x10 F-- r - - - - - - - -- - - - - - - - - - - - - I I 1 I2x10 RAFTERS " c I 2-2x10 I I I I 2x6 CEILING JOIST @ 16"oc 15'-011 z I I 2x4 COLLAR TIES @ 48"oc N W L— I I w I I I O 1 vvuuuN � Q x0 RAFTER! (d).16"oc _o 7 L 2x6 CEILING JOISTS @ 16"oc I I a X� I PER CODE N DINING W J 2x4 COLLAR TIE @ 48"oc I I N I BEDROOM #1 04 AREA 0 --0-- I \ 10'-6"CLG HT 10'-6"CLG HT /� 2 I =N v� Q f I 9' 1" I W D LU O Of 04 I Q TEMP GL I I T U) w F � 5 1l2"x 16"LVL FLUSH — -------- I O_ 0— — — — — — 3tX24-SLI R— -30)f24SdDeft N ---- ----- --- ---- ----- ----------- ---- - -- O 5-1/2"x z 1 _ - 3-2x10 I(I I _ ( '-0- 13-0 x Q CLG SPLAY LINE CLG SPLAY LINE_ _ _ _ _ _ _ _ _ _ _ _ _ - 5'/Z 3'/z' KITCHEN T 5'/z1 � 0Q0 1 9'-02 2x10 " 8 '/z - "CLG HT U_ rrV v!12'-0" 8 4 12-0 3'/" 5'/z' 3'/2" ° 5'/z" I , W~W I o -'° I I " I�ALKIIY LIVING 1 I - Y10 CLOSET® C BATHROOM `r° `r LLI9-o 0 4 fan 10'0"CLG HT �� I 1 ROOM I o o w V5 R E•co- w o t o I = 9'-0"CLG HT 9'-0"CLG HT , `° 'I in is � z z° o o 2 y D� Co "T BD M H "9 CLG 1 11 ' - fn I = N 47,� O a R #2 W QW C\I m N U=z rno @� I I N I N rn d m E' m .N (@� 10'0"CLG HT z g `o� I _1 O 1 -6 4-0/z ° M burn o c c a� c o 10'0"CLG HT LL 2 UL LISTED GAS 0 I , ,1 ,o L�o- w•---w E 10/ �i W J-� : O »- - c C rn Cn Cn I I 0 PRE-FAB FIREPLACE , w ° `� c `o coi di T 0 � ° LIN o U OU I I Q .N AS PER RESIDENTAIL � O I T -- `� >O al c $ � c L °' o a) � w O F= Lu >w o- a a� �"' U' o CL / ao iV \ CODE-CHAPTER 10 LL U) , I Q o c A m c.- �o L a z g `t x FACTORY SEALED GLASS O �' I �-O g W .°�c °'a� O a 1n M ` o I w ° 2x12 RIDGE - — X N — i VENT AS PER MANUR 1 'I w ui c o N ` > ? oa` o a i� �e m— m O J Q 3'-O�/11 - N Q I _ - 11 I O `7 O — �.n U " " r— I -- _ I I 1 Q7•IN 2 c o LO•— Q O C N v I e o 0 o SPECS o o1 O C ¢zMU-m aw �'•° N 4" SEAL8INSULATE 2'_4 I I I L�L =N O ct ca� a , C =N1 LL�Y[Yl O N - O.0 W L ={ ATTIC ACCESS PER I I ,I I 3 I S SECT,1102.2.4 I -1 MI O L a `c = y o o v Q SEE DET ON DWG-3 O I0-1 LO ° I `N I Q 9'-10'/z" 3'-6" '-2'/zll 1 0 = ) o c`o-0 m c w En° E I 1 -'C---s� N 4' co I I ZI I �, _ t c �-- ,o L E m o o LL 6 1 " " 1 ` O._-E c I 2x12 RIDGE N �- a'm , A O I I m =_ 3/z (2)1-3/4 x 9-1/4"LVL FLUSH 04 10 Z _ Q c o 1 ° - - _ _ _ - _ ..z- - HALL _ 71-0" C I I M e- �' O - - - -, 11 - - e■ees==s= 22x10 NCaE= NbN2C"- N c O0 -- ' --_ _ ---_ ' DOWN O I I co 6-4 I 51-011 31_011 _N F- o rn m F- Lo E n._ o n e �z iD�-frl_G� 1 L O B'O 7 L C co N I M 2'-4' a-2'-611-�- - • M fV N I ■esees ■ I ' 1r5--- l 30"X30" \ / Z4 _, S M N 2'-4" I IN ❑ I I ° O �������ses■ o S ♦ ------ INSUL I I o N F=====0==== ' - - v I ACCESS I o �� CO DN FA o 0 1 HATCH I I IL+ ® Zo Fo in io A 1/ BEAA WALL I _ I I I ° - -- ---- 5' 11 cQ 4'-10" 8'-3'/i' I I N 7'-011 cl WALK-IN WALL / ` I I \ '13'-811 1_01 61.411 „ 11 CLOSET 1 --------- 11' 10" I --- ---- 3'/z I '/ I 6'-4" W ,w N FOYER N N I - - ` I I > o - -- ------ --. W - W m -� 0 1 co M I I ------ I l i = > 1Q FAMILY $ - - --- - ------- Igo N ' ca N _ \ I � I I� ROOM c I -- - R-15 BATT h R302.5.1 OPENING PROTECTION. U)'I J I N I I 1 cP 0 9'-0"CLG HT x _ INSULATION on INSULATED SOLID CORE STEEL �I I J N N / BEDROOM#4 - - __- x ,Z N _ _j 1 O DOOR,20-MINUTE FIRE RATED. O _ I Q LL n WEATHER STRIPPED _ S O io LOSE I I 1' W > UP 15R Z wi SELF CLOSING DEVICE. QI I X N WALK-IN 10'-0"CLG HT I , J m / 2x10 RAFTERS Ca.16"oc , 2 R F ERS 6"o ` M I I 11 ' 1 11 1 11 6 11 w u- �0 " 3'-6" X I 3 5 6-10 3-5 �I Xzt l v M w 2x8 CEILING JOISTS @ 16"oc 12x8 CEILIN JOISTS @ 1 5,/z„ �' I 2x4 COLLAR TIES @ 48"oc 2x4 COLL R TIES @ 48" _ — M In r 6 � IJ I 2 2x10"- "I �a;L+ 2 2x10 32 2x10 N ,I N (3)1-3/4"x 18"LVL 1 I � 5-2X4 g,, 2- x8 1 -----------------------------------1+--------------- --- --17 POST 36x62 36x62 5 2X6 d ❑ I POST =N CV W L — — — — — —36x62-�jransom--—- — — — — — I GARAGE o N ~ _ I I = 2 DWELLING GARAGE � z EGR S I SEPARATION IN N N I Cn ACCORDANCE WITH I ~ TABLE R302.6 W ❑ Q 1 I p SEE DWG-1 FOR TABLE m W - ---------------Mt)tATSWAtLS--------" O U) J z COMMON WITH LIVING I•- > Q I ------------------------------------------- ' J , N o ------------------------- =__==_------=___ ------ 1 _ AREA, U W (�------------------- I N v 1 19 Q (n _ _ _ _ 2x10 RAFTERS Cn.16"oc o 2x10 RAFTERS n 16"oc r �-' PORCH COLUMNS - -- - --- --- ---- N DETECTOR PER R314.2.1 COMPOSITE DETECTOR HEAT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ 1 p - - 1 2x6 CEILING JOISTS @ 16"oc N 2x6 CEILING JOISTS @ 16"oc I ---___ - -_- N i I 2x4 COLLAR TIES @ 48"oc Lx 2x4 COLLAR TIES @ 48"oc I cn I I cfl N 1 ' 20'-10'/z" i01 I 1 6'-7'/�' `cn ' POST 27'-0" (2)1-3/4"xi1-7/8"LVL LVLTYP MCI IL A ` - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - -' 192X96-8 PANEL-4 GRILLED WINDOW co AREA SCHEDULE W [ , NAME AREA [� a FIRST FLOOR AREA 16501 sq ft. V rA '-' SECOND FLOOR AREA 1002.3 sq ft, 3'-10'/z" 15'-0'/z' 7'-7'/z" 2'-83/" 1 6'-011 2'-83/" R312.2 WINDOW FALL PROTECTION NOTE: GARAGE AREA 455.E sq ft. 9'-0" PLATE HEIGHT TOTAL AREA 3108.6 sq ft. 26'-6'/z' 21'-5'/z'::1 �' h�l 0 ✓ M V TOP OF THE WINDOW SILL SHALL WINDOWS: ALLOWABLE AREA 3124,C sq BE A MINIMUM OF 24"ABOVE THE FINISHED 2ND FLOOR PLAN 48'-011 �, As manufactured b MI •.. FLOOR AND GREATER THAN 72 ABOVE THE 1, _ Y SCALE: 1/4 - 1 -0 cat FINISHED GRADE OR OTHER SURFACES Model #: 1556 Double Hung Vinyl Windows. 0 .ti 1 [NY]915.3.3 Residential Buildings and Commercial Buildings BELOW ON THE EXTERIOR SIDE OF THE n accordance with R609 With an A3ached Motor Vehicle Related Occupancy o � M CZ BUILDING. SHALL COMPLY AS FOLLOWS: AREA SCHEDULE �n To be designed & installed as per manufacturers Carbon monoxide detection shall be installed in a central or otherwise approved NAME AREA specification for 130 ultimate design wind speed location in each occupiable space In a commercial building and within 10 feet of , „ r R312.2.2 WINDOW OPENING CONTROL DEVICES: SECOND FLOOR AREA 1002.3 sq ft. and Table 301.2 2 301.2(3) the entrance to sleeping areas and sleeping units in residential buildings 9-O PLATE HEIGHT ,, 4� D Ai�cyo WINDOW OPENING CONTROL DEVICE SHALL � �1 and commercial buildings that: 1ST FLOOR PLAN COMPLY WITH ASTM F 2000.THE OPENING Glass Type: Argon & Low E: U < .30, SHGC < .30 AREA SCHEDULE Q DEVICE AFTER OPERATION TO RELEASE THE 1. Have E communicating opening with an attached motor vehicle related occupancy, „ _ ,1 N �, 11 ,� 2. Share one or more common walls with an attached motor vehicle related occupancy,or SCALE: 1/4 - 1 -0 NAME AREA DEVICE SHALL ALLOW THE WINDOW TO EGRESS: shall meet R 310 R.O. size: 35-3/4 x 61-1/2 3. Are located one story above or below a motor vehicle related occupancy. FIRE BLOCKING SHALL BE INSTALLED FIRST FLOOR AREA 1650.8 sq ft, FULLY OPEN TO MEET THE CLEAR OPENING IN ACCORDANCE WITH R302.11 AS REQUIRE TO MEET EGRESS R310.2.1 SMOKE DETECTOR THRU R302.11.2 AND DRAFTSTOPPING GARAGE AREA 455.8 sq ft. } WINDOW FALL PROTECTION: shall meet R312.2 O PER R302.12 THRU R302.12.1 . CARBON MONOXIDE DETECTOR REFER TO DWG-1 GENERAL NOTES `'�� CO IN ACCORDANCE WITH SECTION 915 OF THE ._�G 2020 IFC, R314,R315 OF THE RESIDENTIAL CODE OF NYS BRACING METHOD CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) DETAIL #1 ON DWG-2 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10,5 3, BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10,7 CS-P F CONTINUOUS SHEATHING 4, EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE PORTAL FRAME SHALL BE OFFSET NOT MORE THAN 4 FEET. DETAIL#3,DWG-2 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL BRACED WALL PANEL CALCUALTIONS THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. 't 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH O END OF A BRACED WALL LINE O PER PLAN BRACED WALL LINE 1-A 1-B 1 C 1 D 1-1 1 2 1 3 1-4 1 5 1-6 2-A 2 B 2 1 2-2 2-3 GB GYPSUM BOARD 7, THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL ' PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE � TABLE R602,10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP/GB GB CS-WSP CS-WSP/CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP BRACED WALL NOTES: R602.10.2.2 0i BRACE WALL LINE SPACING(FT) 16 16 15 15 27 12 13.16 27 9 22 32.33 32.33 14 14 8 REFER TO DETAILS ON DWG-2 ti FOR HOLDOWNS,STRAPPING,BRACED O TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH 27" 27" 27" 27" 32" 32"/16" 32"/48" 48" 27" 38" 27" 27" 27" 27" 27" WALL DIAGRAMS AND DWG-1 ' FOR NAILING SCHEDULE. ALL BRACED C) WALL PANELS SHALL BE FULL-HEIGHT TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(INCHES) 7 7 7 7 5 3 6 23 4.5 4.4 SECTIONS OF WALL WITH NO VERTICAL c:) OR HORIZONTAL OFFSETS. fz TABLE R602,10,3(2)Page 181 WIND ADJUSMENT FACTORS BWL Q BRACE WALL LINE � 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U I p l co ( Q 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. WALL HEIGHT .95 .95 .95 .95 .95 .95 .95 .95 .95 1 .95 .95 .95 .95 .95 m ' m ' m ' I I I ml 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.6 1.6 1.6 1.6 1.6 1.6 1 1 1.3 1.3 1.3 4'-0" 14'-5" 1 9'-811 1 16-11" 4'-0" z 5. ADDITIONAL HOLDOWNS 1 1 1, 1, I U 6. GYPSUM BOARD OMITTED ' I �4-0 4-11 /2 z � 7. GYPSUM BOARD FASTENING .7 4'-31/z11 LS-WSP w O 3'-1011 CS-WSP 8.HORIZONTAL BLOCKING OMITTED 2 2 2 2 2 LL RESULT ADJUSTED BRACED WALL LENGTH(FT) 11 11 11 11 7.6 4.5 9.2 24.5 6.8 7 CS-WSP CS-WSP CV 6 W N I LU I a Q TABLE R602.20.5 ADJUSTED LENGTH CS-PF 3.5 8.5 O 1 a ~Wow � d 0/ PER PLAN BRACING LENGTH PROVIDED(FT) 39 20 14 12 8.33 9 15.5 33 7.5 8.5 O, I U) o I I W Z o I U BWL 1-1 0 L L r Ent)¢ COMPLIANCE YES/NO YES YES YES YES YES YES YES YES YES YES YES YES YES YES YES U) O I BWL 1-2 I I I o M it I o o 0 o � REQUIRED BRACING LENGTH X ADJUSTMENT FACTORS=REQUIRED BRACING LENGTH(FEET) I I - O I F-<O I D.. z 7 ABBREVEATIONS; BWL=BRACED WALL LINE, Z 1 1 1 Q a 1 o BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL I I I I j r�� '0 lO CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION I I U 2'-101/8' I 2'-101/8' M E N I I �'y ' cS_ P o o a E r 1 1 1 � 01 d y m C -WSP I .__ � � Lyyb Ow O �'C U O C 1 1 v c 0'Z n o 0 0 m N ' I I i � - coi a) tT .b� �� o `o y1 1 N C O C C N O 2 y"LL y aU c o mn ° ° ° m 1 BWL 1-3 I ( I cc � aL�s�'G 1 11 ' I , 11 1 1 11 1 1 , C o 0. N'' - +-' y 3 y 4-0 31 -3/2 4-0 - - - - - - - - - - -1- - - - - - - - - - - - - -�- - - - - - - - - � - I 1 y '0' w m= cu L m� P 3 o E ' 9'-10/" o co N � C� off 6� o � � a 2 Oy y V E CS-WSP I I CS-WSP , ' ' H t H to a o� zo ' U rn co a _• CV I O Lo » � mcc � Oru�`� CL 1 GB METHOD , j I1 ' TABLE R602.10.4 °' 0 I 7"O.C.AT PANEL EDGES 't >, 1 ' , INCLUDING TOP AND ch N , OTTOM PLATES,7"IN FIELD 1 BLOCKED AND BWL 2-1 U U coI ALL HORIZONTAL JOINTS - - - - - ~ _ - - - - - - - - - - - - - _ - - - - - - - _ - - _ - - - _ - _ - _ - _ � - - - - - _ - - ' FRAMING CONNECTIONS ' ' I 1 AS PER DETAIL 2 ON DWG 2 1 1 I 1 1 ■sssssss■ BWL 1-4 I � I ' s s e....... 6'-10" low-wo BWL 1-4 I I9' 101/2" T woes- I- - 41q 11 1 Q 1 1 _ � e s e s e s e s■ 1 _ O "' 1 aces sesss I I C) I GB METHOD 1 O ' TABLE R602.10.4 1 I O I NCO.C.AT PANEL LUDINGTOPAND ES I , 1 BOTTOM PLATES,7"IN FIELD ' ' N ALL HORIZONTAL JOINTS , -------- --- BLOCKED AND _ GB METHOD ct Z FRAMING CONNECTIONS 4'-0" I ' - TABLE R602.10.4 ' N BWL 2-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - BWL 2-2 - BWL1-5 - - - - - - - � _ -AS PERDETAIL20NDWG2 - - - - - - - ` - - - - - I - -\ INCLUDING INGTOAT ADGES I fY Q ' O INCLUDING TOP AND W BOTTOM PLATES,7"IN FIELD ' no 6i - - - ' IL Q- ' I I co ALL HORIZONTAL JOINTS I O J ' - I O ? I 'I , FR�MKNG CONNECTIONS G- \ U W 0 (n li AS PER DETAIL 2 ON DWG 2 I O U 1 yJ N O U I CD ' 00 _ 00 I I = , U I CS-W P I - - CS-WSP - 1 I BWL 2-3 N I ------ BWL 2-3 -• - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - - - - - - - - -- - - - --� - - - - - - - '-41/2" S1.1,/z' I I ►-+ U - - 1 I I♦I ------------------------------------------ ' - o C:) 1 CS-WSP CS-WSP 1 CS-WSP - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - 1 I ' CONTINUOUSLY SHEATHED i2 U O 1 _ PORTAL FRAME.SEE DET 3 I Q 1 I O ON DWG-2 AND 7'-21/a" 71-21/" I cfl FIGURE R602.10.6.4 cn "t w ,� M 'm I 04 (2) 1-3/4"x11-7/8" LVL V -d bu 00 as ram ~ I CS- F ! CS-PF O/w o C r � I114 11I 4'-0" 31'-31/2" I 4'-011 15'-6 11/32" 4'-0" 24'-1" 1 15'-11" 4'-011 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN ' SCALE: 1/4" = 1'-0" orso�o SCALE: 1/4" = 1'-0" �� ;, spa` ' �'O co�E �t TOP OF ROOF C> 1 T 1 00 C) 1 I= 0 C) /r 6J_ GUTTERS&LEADERS Q S REQUIRED TYPICAL H CONCEALED >" FLASHING TYPICAL ❑ D W Z � 12 12 W J 12 8 8 CONCEALEDFLASHIN Q O 8� 12 TYPICALLil s W :D 0� O O Toy of Plate — _ _ — — _ — — _ Top of Plate Q ry v W 0 cn W O O I ® ® ' 0- z z o - ' O Q :D CD CD I I I I rn fn C I I � E I -�o To f Subfloor .0 - - - - - - - - - - - - - - - �ofSubfloor o�� o I TbLof Foundation _ _ _ — — _ Top Foundation U Q; j- - - - - - - - - - E rinyvow II 26-011 1 dy � co ca �� oc3 I I ��N O 3 L c E zg ore 261-011 I I I _ o «- o 0 0 o r w auto '"?C, NC -.5y tO =3 yCU 'EREAR ELEVATION : a E ESCALE: 1 /4" _ 1 _0v' : Vt UU C C� I II I I I I laZayc � = . o a� cn.Em mvca8:s 12 II I I I I I CO c o iu IL- mEcL 3 a TbEofFooting` - - - - - - - ' I— — — — I — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — . I I� - - - - - - - Two of Footing - - - - IL - - - - - -L—ter - - - C - - —[. - - .� L_- -J — — —L — - - - ��- -- - - -� _ � _ j - - - - - - T 12 8 12 CONCEALED FLASHING TYPICAL GUTTERS&LEADERS S REQUIRED TYPICAL To of Plate Toy of Plate cV LU 12 O ~ N � 8 12 N z o �8 W iV a� m W W co O W Q C? U M O 0Y cj) 11110 To of Subfloor— _ _ — _ — TO of Subflo21 or Toof Plate _ — _ _ — _ — N — _ — — _ Top of Plate TRIM BD ® ® �� �� �� �� �� �� �� f �� �� - - 2 1 ® ❑❑❑ ❑❑❑❑❑❑ ❑❑❑ ® C? I ❑❑❑ ❑❑❑ ❑❑❑ ❑[:]❑ o i H a i I � UM � o ToLi p of Subfloor— _ _ — _ — I E...� Q' 00 To Eof Foundation _ — _ _ — — _ — —Top of Foundation I ^ ~ ,> M V I W � P/ � -Loa 5 fx I 261-011 � I FRONT E L E VAT I O N ' I 1 1 26'-°" I I I I I I I I II I 1 AR I I I I I I I II SCALE: 1 /4" = 1 '-O" I I I I I I I I n I I II To of _z _- I — I7- - - - - - - OPFooting - - - - — — — — — '� � 12 W z U 1� UTTERS&LEADERS Z 0 AS REQUIRED TYPICAL o Lu J Top of Subfloor Q O Plate ''^^ VJ 0 D i I 0 O C) C) i o i U) wO0 0 0- z E.... z o /� 00 Top of Subfloor I (D (n _ — Top of Foundation -E O C (` y N p E y O� N ° I L c c E `o no`ow I I RIGHT ELEVATION EMERGENCY ��c o•� o o w �� $ ESCAPE m ��, o ° aUi ° � Eym 11 1 11 AND RESCUE ' ' r a 3 r.n n o c ° SCALE: 1 /4 = 1 -0 �.. y - 3 — 0 -Qo o n. rn ma C U C N •'C.. L ,D— " C Lop L — — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — — — — — — — I — - — — - — - of Footing r a c rn a 3 E � °� o � �o ° of0 °t S cu 2 cu C V H a ° m o mcaEm m� c0 o � TOPOFROOF I� 12 7 — _ _ _ — _ _ Topof Plate _ _ — _ _ _ — _ _ _ _ — _ — _ , _ — _ —TopofPlate N � O LU N 1-- 0 N Z 0 0 � o) W p 4 co W LLI 12 0 w U GUTTERS&LEADERS 3 O AS REQUIRED o PICAL Top of Subfloor Top of Plate I o � I b o a IA Top of Subfloor11 —Lill I U Z OU .-7 _ _ — _ _ — ToLof Foundation I H � a+ ►�+ a .> MaU I ► I I � � I I I I � � 'mod moo � O I I EMERGENCY ct I „ I I I ( I O O M ESCAPE LEFT ELEVATION a AND RESCUE I I I I I o SCALE: 1 /4" = 1 1-011 �-- i IL AV — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— — I _ _ — Top of Footing " - i-, - z - - - - - - - - - - - - - - - - - - - - - - _� - - - - - - - - - - - - - - - - - - - - - - - - - � - _ - - - - � I (:fv. 0 �� JL 4"VTR 4"VTR ROOF VENTS: P3103.1 ROOF EXTENSION INSULATION SCHEDULE �. OPEN VENT PIPES SHALL shall comply with 2020 IECCNYS 2 O--,- - .- -_2" EXTEND MINIMUM 6"ABOVE p y 1t' THE ROOF OR 6"ABOVE THE Res-Check & HERS provided by O ANTICIPATED SNOW ACCUMULATION. Michael Caruso Energy testing Services ' ' - 3 Res Check Date: 12131/2024 ' P3103.2 FROST CLOSURE: O ' WHERE THE 97.5%VALUE FOR 1 1/2" 11 1/2" 11 1/2" ; 1 1/2" .1 1/2" :1 1/2" OUT-SIDE DESIGN TEMP IS 0 DEG F 00 OR LESS.VENT EXTENSION THROUGH 2" 2" A ROOF OR WALL SHALL NOT BE LESS Location R-value O CI ' THAN 3"IN DIAMETER. ANY INCREASE Vaultedg R-30 2 ND FL. IN SIZE OF THE VENT SHALL BE MADE Floor(outside air) R-30 0 NOT LESS THE 1 FOOT INSIDE THE Exterior 2x6 walls R-19.3 2., 3„ ; 3„ 2„ THERMAL ENVELOPE OF THE BUILDING. air seal walls to pass 3 air changes per hour ' Above grade attic walls R-15 < Basement Walls R-14 x 2 All Glazing U = .30 SCGH: .30 ¢� �- - -; 2" ? _ Doors-less than 50% glazing U = .40 ' Door-more than 50% glazing U = .30 SCGH: .30 3„ y 1/2" 2" 1 Vi- 1 1/2" 1 1/2" : 1 1/2" ; 1 1/2" ; 1 1/2" *If part or the entire attic will be decked over with plywood, W Z WASHER Dw the ceiling joists must be deep enough in order to fit the V 2 2 2 ; batt insulation so that it is not compressed. If not then F1 -1 FL-7 1 sT FL. Clg Jsts will have t0 be built up or upgraded to the next size. Z ❑W J 3" 2„ 31, 2„ 2" 0 Other Specifications: ❑ _ 3„ • Windows: Us 0.30, SHGC5 0.30 C� • z 100% high efficiency lighting (CFL's or LED's) W F— ❑ ❑ • s 3 air changes per hour Q • z All Energy Star appliances 0 '^^0' BASEMENT ❑ �/ Q vJ R403.6 Mechanical ventilation shall be provided that W J meets the requirements of section M1507 W W 0 0 3" 0 (D _ Co Co R403.7 Heating and cooling equipment shall be 6_ Z Z sized in accordance with ACCA manual J by a 0 Q ❑ To a New Suffolk County 4" certified third party rater. 0 0 Approved Sanitary System PLUMBING RISER DIAGRAM o- (D cn Not to Scale 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 TYPICAL ROOF CONSTRUCTION y 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS E o MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 Class A Asphalt Roof Shingles w/ 0 y R602.4.6 COLLAR TIES o o rn fasteners per manufacturers specification ', o rn may � o � n� m WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, and R905 OF THE NYS CODE. w w E z �°'v o Y THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE o o c0 " o c tQ c Underlayment as per section R905.1.1 & z a o 8 �, AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1), �, o COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, installed per Table R905.1.1(1) �,�8 m w gg °' o CONTINUOUS RIDGE VENT ;g a"i c o c c W SPACED NOT MORE THAN 4 FEET ON CENTER. o a� a o " a o Ice & Water barrier as per section R905.1.2 RIDGE STRAPS IN ACCORDANCE WITH = Q•'� N� �� = aY 6 c N1102.2.3(R402.2.3)EAVE BAFFLE RIDGE BOARD TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES, (Note: Double underlayment is required s 3 �, c 3 FOR AIR-PERMEABLE INSULATIONS N o r o c'c 3 E m IN VENTED ATTICS,A BAFFLE SHALL BE R802.4.6 COLLAR TIES p ) o o c°� m o °c CL INSTALLED ADJACENT TO SOFFIT AND for Roo slopes between 2 on�12 and 4 n 12 N C. y SHALL BE NAILED with 4-10d Framing As per plans with 1/2 exterior grade c c c L - EAVE VENTS. BAFFLES SHALL MAINTAIN BOX NAILS IN ACCORDANCE `''':' SELF-ADHERED POR905.1.2 ICE LIERS;YMER MODIFIED s an rated structural I ood or OSB Sheathin w a� _ AN OPENING EQUAL OR GREATER THAN WITH FASTENING SCHEDULE 4 BITUMEN SHEET USED IN PLACE OF Nail to framing in accordance Fastener '' ° g c .� o oa THE SIZE OF THE VENT. THE BAFFLE % c SHALL EXTEND OVER THE TOP NORMAL UNDERLAYMENT AND ]n y m Co v o OF THE ATTIC INSULATION. 2x4 CT @ 48"oc EXTEND FROM THE LOWEST EDGES OF Schedules & Strapping per detail sheet(s). ;:s ¢ c c (b o a� cnEm mofOf Uwe ALL ROOF SURFACES TO A POINT NOT Flashin per R905.2.8 L o c c °' o µ m RAFTER/CEILING JOIST HEEL 12 `"' LESS THAN 24 INCHES INSIDE THE g p I- o m m v F m E EL o a JOINT CONNECTION "I EXTERIOR WALL LINE OF THE BUILDING. SHALL BE NAILED ON ROOFS WITH SLOPE EQUAL OR GREATER TYPICAL SOFFIT CONSTRUCTION. ' '''. UNINHABITABLE ATTIC THAN 8/12 THE ICE BARRIER SHALL ALSO BE TOGETHER IN ACCORDANCE WITH LIMITED STORAGE APPLIED NOT LESS THAN 36"MEASURED ALONG 12" overhangs-typical WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) R-30 SPRAY THE ROOF SLOPE FROM THE EAVE EDGE OF THE _ 6" fascia & 6" rake boards."azek" or equal WITH SIMPSON H2AAT EACH INSULATION BUILDING Metal drip edge per R905.2.8.5 RAFTER TO STUD. _ Top of Plate Vented Vinyl or Azek vented Soffits R802.5.2.1 LAPPED JOIST _ — _ _ _ Top of Plate LAPPED NOT LESS THAN 3". SHALL BE NAILED 16d TYPICAL EXTERIOR WALL COMMON NAILS IN ACCORDANCE 2x6 Doug-Fir Wood Studs @ 16" oc. WITH TABLE R802.5.2 ON DWG-1 � TO WALL STUDS Double top Plate and Single Sole Plate. /LEDGE [3 ® _ w/ ((3)SIMPSON NED SDS WOOD SCREWS 1/2" exterior Grade - Span Rated o AT EACH STUD _ Continuous Structural plywood Sheathing. r RAFTER FASTENED TO LEDGER w/ C) Fastened L BEDROOM #1 (3 EACH JOIST.FTER&SIMPSON A35 �, per Fastener schedule. BEDROOM #2tyvec House Wrap or equal. Composite / cement Siding as per clients selection R-19.3 SPRAY INSULATION �' 12 2x6 Rafters 16"oc installed per manuf specs and NYS code. Q s 2x4 Ceiling Joists 16"oc Cont. load path strapping installed in accordance Top of Subfloor with drawings. Provide Fire Blocking in accordance Top of Plate with R302.11 & R302.11.1 and - — - — - — - Draftstopping per R302.12 & R302.12.1 N Lu o 4"AZEK BEADED TYPICAL FLOOR CONSTRUCTION N O PORCH SOFFIT ON N Z R-19.3 SPRAY FURRING STRIPS 3/4" Plywood Span Rated Subfloor, ® ® INSULATION Glued and Nailed in Lu IQ Q WRAP HEADER IN o AZEK BOARDS o accordance with the fastener schedule. °' FOYER Floor joists and Bridging as per Code. Q U W U O W cn R-19.3 SPRAY TYPICAL FOUNDATION CONSTRUCTION INSULATION FAMILY ROOM wooD _ in accordance with chapter 4 WOOD POHRC 3000 psi Air Entrained cast-in-place concrete TYR DECK GIRDER DECK _ _ _ _ _ Top of Subfloor wall on cast-in-place Concrete Wall Footing per SEE DETAILS R403. refer to Foundation Plan for footing size & ON DWG-2 Top of Foundation _ — _ — - — thickness. Concrete Horizontal and Vertical LO R 14 SPRAY Reinforcement per Chapter 4. & gen note #6. d LVLGIRDER INSULATION e; Damproofing per R406. 2- 2x6 approved R-14 SPRAY treated Sill Plates, Sill Seal And Termite shield per INSULATION IN 2X4 STUD WALL T R DECK LEDGER ;° IN 2x4 STUD �•, Section R318. Anchor bolts per Foundation Plan SEE DETAILS °; WALL r Li DWG-2 .� FINISHED �: o and R403.1.6 00 T BASEMENT ' ;t W b,;' r' b, INTERIOR WALL FINISH ., Provide 1/2" Gypsum Wall Board on ceilings o • `. TYP.BASEMENT SLAB �•• and walls except basement walls & clgs - unless Z noted. Min 1/2" Moisture Resistant Wall Board on E—( � r..r C) _ _ _ _ To of Footing Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. W -c Provide 5/8" Fire Rated gypsum wall Board on walls U o .� MIL VAPOR BARRIER and ceiling located as per code, manufacturers 0 x b `V requirements and drawings. o M cz SECTION - A 0 SCALE: 1 /4" = V-011 „ . f r� e mac, �-.• J T PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 d t�- OF THE IRC RESIDENTAIL CODE. SEE DWG-2 FOR STRAPPING DETAILS AND DWG-1 FOR NAILING SCHEDULE W z U w z 0 W -j 0 O cn _ W o ~ a 0 0 0 W _J ,i o- z z O < : a CK 0 0 0 N �J C E o c E y m o E 12 t E m� ° nar ` L N N Z7 `O f` _�,t U CO U f6 V T 'O C C Z a ° O C ca f0 2 Q1 C 0'a DT. O O O Y Y O y C O W y n 0 C 3 mY ,�0 3 L c c� 3 ° .O C U B O L� U O •O O V O O C n U {p 'n-4. N � y 01�� � � L N m L Na ° o30o D Q C7 CO p �C +O-� C N N•U E d 22.N O y d•C Q N C O C 0 O L 0 7 O CL co 0-0 O 2 "- N F- ° Nma Ea� On JL 4"VTR JL 4"VTR ROOF VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL I.__• EXTEND MINIMUM 6"ABOVE 2" •� ••� •• _•` 2„ THE ROOF OR 6"ABOVE THE _• ANTICIPATED SNOW ACCUMULATIO . P3103.2 FROST CLOSURE: 3 ' , WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROL GH 1 1/2" :1 1/2" :1 1/2" : 1 1/2" : :1 1/2" 1 1/2" A ROOF OR WALL SHALL NOT BE LE SS ' THAN 3"IN DIAMETER. ANY INCRE SE IN SIZE OF THE VENT SHALL BE MA)E 2" NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILE ING. r.. 2 ND FL. 2" 2" , 2" uj.�- 3 O Z : 1 1/2" ' : 2" 1 1/2'. 1 1/2" : 1 1/2" : 1 1/2" : 1 1/2" ' : 1 1/2" W Q Q WASHER DW : m � W 72' , 2„ 2„ J Q 1 1ST FL. U W U 3, O � cq , 3" 2„ 3„ 2„ 2 11 P-1 i J�j 3„ , ' h�l H ' BASEMENT , ' ' N : r C'J C�1 CO CO VCz ~ To a New Suffolk County 4it Approved Sanitary System PLUMBING RISER DIAGRAM W o Not to Scale C) x N 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 ROOF PLAN CD `� rn ct 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS SCALE: 1/4" - 1 -�" / `n �O MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 o 0 13� _ V Z_ 0 Z Q W —� Z U � Z W W Z Z VENTS: Q Z) P3103.1 ROOF EXTENSION 0 OPEN VENT PIPES SHALL W r- U 4"ROOF VENT EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ROOF ANTICIPATED SNOW ACCUMULATION. z P3103.2 FROST CLOSURE: J ^ J WHERE THE 97.5%VALUE FOR Q O OUT-SIDE DESIGN TEMP IS 0 DEG F U OR LESS.VENT EXTENSION THROUGH Q W LL- FIRST FLOOR A ROOF OR WALL SHALL NOT BE LESS U^ THAN SIZE OF THE ENT SHALL NCREASE 14 BE MADE '0" N u" [�� v, NOT LESS THE 1 FOOT INSIDE THE W = L.L THERMAL ENVELOPE OF THE BUILDING. J T 3��V 3 V 4,_0„ �11 �L. O w Z"V Z 0 2"V 2"V 2 r ) AV SIPK � O „ v 4 UNFINISHED Q 00 STORAGE ROOM w W Cn �— 2 W.C. EXERCISE ROOM CONC.FLR SHWR 8'-10"CLG HT 8'-10"CLG HT O Q � T 1/2"GYP BD y BASEMENTT TILE FLOOR O ^ � 2" 3„ 2„ ur) 2' 2" 2" o I— Ca C.0 4"C.I.WASTE cc 00 X /y O O TO AN EXISTING 2X4 STUD WALL @ 16"OC u�1- SUFFOLK COUNTY APPROVED 1/2"M.R.GYP BD EACH SIDE a- Lo J W SANITARY SYSTEM FUTURE EXPANSION PLUMBING RISER DIAGRAM E.00 12'-8" 33'-1'/�" o c 2 y N.T.S. N� oEL2 01 U O 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 w.E',r:S E m 4- y v`o w 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS O ¢ `p 6 - ", `�' o .4 MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 CD w R 14-2" " n �' c m 72X80 OPENING CLOSED CELL ai'o a cps w '� L'°° RECREATION ROOM 4'0" c y >n = o `g o INSULATION 8-10 CLG HT m.y 2 c o m- o c 3 TYPICAL t 1/2"GYP BD w " w C 2 3 = c'c 3 �°, CD 32X80 o TILE FLOOR u"i ° on m O LS.ILI C p O,02 _ d L p•7 C p N p 0 3 V 0 C O Cr U p L O 'C O n L V y p p L C E canj p y a BATHROOM m b Z c= <co C a) 0 a� c aE m m-a aoi o � B 8'0"CLG HT 2X4 STUD WALL @ 16"OC H uoi m IL— m E a.E`o a. 1/2"GYP BD 1/2"M,R.GYP BD EACH SIDE TILE FLR Floor System FAN - - ----- ---- ----- ® , 04 MECHANCIAL ROOM INSTALL AS PER CODE CHAPTER 12-22 - - -- -' „ MECHANICAL CONTRACTOR TO VERIFY 6'-0" 2'-4'/" �■■■■■■■■■ rn TOP OF 1/2 Gyp. Bd CIg. SIZE OF ROOM PRIOR TO INSTALLATION OF ■■■■■■■■ V) F.D. MINIMUM CLG HEIGHT: 7'-0" EQUIPMENT AND NOTIFY GC OF ADJUSTMENTS. ° ,__ _ __ 32X80 e a a a a a a a a C� CONC _ — PROVIDE 5/8"FIRE RATED WALLBOARD ON CL4SET INTERIOR OF MECH.ROOM SIDE AND ;■■■■■■■■ 4'-0" Ground slopes '/z'FIRE RATED WALLBOARD ON OPPOSITE ; ; ■■■■■■■■ away from wall SIDE.PROVIDE A NON-COMBUSTABLE FLOOR o AND INSULATE WALLS COMMON WITH HEATED " ;___f.3,_Q,i; V-9,/„ UP @ 5 Io AREAS.PROVIDE AIR FROM OUTDOORS THRU 71 LOUVRES ACCORDING TO PART V-MECHANICAL Fire-Blocking, continuous @ ceiling level CHAPTER 12 OF THE NYS CODE. and horizontally at intervals not exceeding PROVIDE FRESH AIR TO EXTERIOR. Damproofing 10 feet o.c. ALL MECHANICAL EQUIPMENT AND UNFINISHED -- f' APPLIANCES HAVING AN IGNITION INST LL IN COMPLIANCE UTILITY ROOM U, SOURCE SHALL BE ELEVATED W/p RT V MECHANICAL CONC.FLR _ concrete foundation wall A MINIMUM OF 18 INCHES ABOVE 8'-10"CLG HT LLI THE FLOOR.IN ACCORDANCE WITH 1/2"GYP BD O UP „ PART V,MECHANICAL. REFER TO MANUAL J,D&S Treated wood stud framing 16 cc max SECTION M1307.3 co _____ 0 J PROPANE FOR MECH.SPECIFICATIONS „ LLJ non-bearing top and bottom plates NAVIENT _____ N OR 3-1/2" metal studs @ 16" oc COMBI-BOILER „ _ cl Z z -------- N (A R-14 Spary Foam Insulation """" o - Q ;; Lu R302.5.1 OPENING PROTECTION. ' O C0 J Z 1/2" moisture resistant wall board INSULATED SOLID CORE STEEL __________ Q vapor semi-permeable latex paint finish DOOR,20-MINUTE FIRE RATED. 0 W U O p p p WEATHER STRIPPED 0 IX U_ W/SELF CLOSING DEVICE. " concrete slab with carpet /the floor in bathroom TOP OF SLAB rr� CA V H TYPICAL FINISHED WALL a. BASEMENT Structural Note: CONCRETE FDN WALL W ALL STRUCTURAL WORK SHALL E"■I � � SCALE: 1/2" - 1'-0" COMPLY WITH APPENDIX 2x4 STUD INNER WALL WITH SECTIONAJ601.9 1/2' GYP BD AND R-14 9'-0" FOUNDATION WALL HEIGHT Mechanical systems SPRAY FOAM INSULATION THE MECHANICAL SYSTEMS SHALL FINISHED BASEMENT PLAN S SMOKE DETECTOR BE INSTALLED IN ACCORDANCE WITH INTERIOR FRAME WALLS �/ APPENDIX J AJ601.10 „ SCALE: 1/4" = V-0" REFER TO DWG 1I GENERAL NOT ES ^ ~ �: .> M @ 2X STUDS AT 16 OC co IN ACCORDANCE WITH SECTION 915 OF THE Plumbing Note: 1/2" GYP BD EACH SIDE. 2020 IFC, R314, R315 OF THE RESIDENTIAL MM 0o ALL PLUMBING SYSTEMS SHALL BE AREA SCHEDULE CODE OF NYS h+■N N INSTALLED IN ACCORDANCE WITH APPENDIX SECTIONAJ601.11 MECH RM SHALL HAVE 5/8" NAME AREA /O/ O ct o M Electrical Note: FIRE RATED GYP BOARD ON EACH SIDE FINISHED BASEMENT PLAN 1519.7 sq ft. I�'h �r� Co w4 ALL ELECTRICAL EQUIPMENT,SERVICES WITH R-14 SPRAY FOAM EXT. WALLS QED A� AND WIRING SHALL BE INSTALLED C�4 H� eye O IN ACCORDANCE WITH APPENDIX INTERIOR WALL FINISH c ' , SECTIONAJ601,12 PROVIDE 1/2" GYPSUM WALL BOARD ON CEILINGS ' Fire & Life Safety Note: AND WALLS EXCEPT BASEMENT WALLS & CLGS - UNLESS ' tr ALL SMOKE ALARMS,CARBON NOTED. MIN 1/2 MOISTURE RESISTANT WALL BOARD ON AUTOMATIC ATIC SPRINKLERS E CEILING AND ALL WALLS IN BATHROOMS HUMID AREAS AUTOMATIC SPRINKLERS SYTEMS �� � ) �,4� SHALL BE IN ACCORDANCE APPENDIX AND 5/8 CEMENT BOARD ON WALLS AND CEILINGS IN WET AREAS. ��,� 0�9oz ¢� PROVIDE 5/8" FIRE RATED GYPSUM WALL BOARD ON WALLS AND CEILING LOCATED AS PER CODE, MANUFACTURERS REQUIREMENTS AND DRAWINGS. z 0 z W 'n z Uv z W�!Z I— w O� z VENTS: Q I P3103.1 ROOF EXTENSION W 00 O OPEN VENT PIPES SHALL U 4'ROOF VENT EXTEND MINIMUM 6"ABOVE r THE ROOF OR 6"ABOVE THE ROOF ANTICIPATED SNOW ACCUMULATION. J w O J P3103.2 FROST CLOSURE: z O WHERE THE 97.5%VALUE FOR 61 OUT-SIDE DESIGN TEMP IS 0 DEG F U OR LESS.VENT EXTENSION THROUGH W U— FIRST FLOOR A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER, ANY INCREASE 14'-0" �"' U) r� IN SIZE OF THE VENT SHALL BE MADE W (n NOT LESS THE 1 FOOT INSIDE THE � I.L THERMAL ENVELOPE OF THE BUILDING. 3"V 3,V ,J 4'-0' I11 r 0 zWo.. z 2"V 2"V 211V COG AV SI K w o � CO W STORAGE ROOM '^ EXERCISE ROOM 8'-10"CLG HT W (n r BASEMENT SHWR 1/2"'GYP D DO TILE FLOOR J 2" 3" 2" 2„ 2„ 2" 4 O O V C.0 4"C.I.WASTE TO AN EXISTING Co Y2X4 AL 16' C LL C) O SUFFOLK COUNTY APPROVED 1/2"M.R.GYP BD EACH S E �-- Lo J W SANITARY SYSTEM 5'X 8'FRAMED OPENING C, FUTURE EXPANSION PLUMBING RISER DIAGRAM E �,o 12'-8" c m w N.T.S. o B 2'U OCD 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 w.5;.,w € °c y 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS o MUST BE INCOMPLIANCE WITH CHAPTERS 25 THRU 31 m c c it ° m c cco R-14-2" c 0� �� £ o 72X80 OPENING � CLOSED CELL o o G. ° �' ° RECREATION ROOM 4'-0" 8'-10"CLG HT c 'n > n ON n'.<: o "' INSULATION ` a o Y �,°' 2 Y TYPICAL 1/2"GYP BD w 0 3 s 32X80 TILE FLOOR oIL 0 0 $ a�i° °n m0 t o CD � cy n — m:? rn a Sw rn _' m enO' E Cn O =.4 C = N Q O E 2 C H7 o ° c — ` U ° � Z U.y•" c0 U— BATHROOM °' In `° 2Z•c4, ¢w ' c0 '0 8'0"CLG HT 2X4 STUD WALL @ 16"OC H u In m a- r cc E n$o a 1/2"GYP BD 1/2"M.R.GYP BD EACH SIDE TILE FLR Floor System N FAN - ----- __---- ® , - -, ,- -, ,' 1 0 1 • 1 , D 1 1 1 1 6 1 1 1 1 1 N 1 , MECHANCIAL ROOM INSTALL AS PER CODE CHAPTER 12-22 - ... .... - MECHANICAL CONTRACTOR TO VERIFY ■i a s e..■ 1/2" G . Bd CI s'o" 2'-4/:" ,1 TOP OF yp• 9• SIZE OF ROOM PRIOR INSTALLATION OF ■.......■ m F.D. CONC MINIMUM CLG HEIGHT- 7'-011 EQUIPMENTANDNOTIFYGCOFADJUSTMENTS. _ _ 32X80 cn CLOSET W _ _ _ _ PROVIDE 5/8"FIRE RATED WALLBOARD ON ` 1 CL SE 1�i i.i.i.i c" O 0 INTERIOR OF MECH.ROOM SIDE AND ' L■■■■...■ 10'-0" 9'-7'/,+" uJ 4'-0" Ground slopes '/z'FIRE RATED WALLBOARD ON OPPOSITE 11 away from wall SIDE.PROVIDE A NON-COMBUSTABLE FLOO ; , ■..■.i i o AND INSULATE WALLS COMMON WITH HEAT 0 8-9�„ "� UP @ 5 Io AREAS. PROVIDE AIR FROM OUTDOORS THRU r■•• • LOUVRES ACCORDING TO PART V-MECHANICAL c`D, Fire-Blocking, continuous @ ceiling level CHAPTER 12 OF THE NYS CODE. and horizontally at intervals not exceeding PROVIDE FRESH AIR TO EXTERIOR. `O Damproofing 10 feet o.c. ALL MECHANICAL EQUIPMENT AND UNFINISHED �"- APPLIANCES HAVING AN IGNITION UTILITY ROOM = SOURCE SHALL BE ELEVATED INST LLIN COMPLIANCE _O concrete foundation wall A MINIMUM OF 18 INCHES ABOVE MA W/P RT V MECHANICAL CONC.FLR 8-10"CLG HTPART V - Lu THE FLOOR.IN ACCORDANCE WITH 1/2"GYP BD O UP � Treated wood stud framing 16" oC max SECT OWN M1307N3CAL. REFER TO MANUAL J,D&S CO non-bearing top and bottom plates PROPATE FOR MECH.SPECIFICATIONS N o Lu OR 3-1/2" metal studs @ 16" oC COMBI•BOILER Z ---------�1 cM z " N � O Ln I- R-14 Spary Foam Insulation w o � Q \R302.5.1 OPENING PROTECTION. ""-""""""� m Ln co W z 1/2" moisture resistant wall board INSULATED SOLID CORE STEEL __________ti _O Q DOOR,20-MINUTE FIRE RATED. =O vapor semi-permeable latex paint finish WEATHER STRIPPED 0 W LL W/SELF CLOSING DEVICE, " concrete slab with carpet /the floor in bathroom TOP OF SLAB Z Structural Note: w N TYPICAL FINISHED WALL aCD BASEMENT CONCRETE FDN WALL ALL STRUCTURAL WORK SHALL E"{ SCALE: 1/2" - 1'-0" COMPLY WITH APPENDIX J 2x4 STUD INNER WALL WITH — SECTIONAJ601.9 1/2' GYP BD AND R-14 9'-0" FOUNDATION WALL HEIGHT Mechanical systems SPRAY FOAM INSULATION THE MECHANICAL SYSTEMS SHALL FINISHED BASEMENT PLAN SMOKE DETECTOR Z BE INSTALLED IN ACCORDANCE WITH INTERIOR FRAME WALLS S APPENDIX J AJ601.10 SCALE: 1/4" = V-0" REFER TO DWG 11 GENERAL NOT ES ^ ~ >~ •> M 2X STUDS AT 16" OC CO IN ACCORDANCE WITH SECTION 915 OF THE Plumbing Note: 1/2" GYP BD EACH SIDE. 2020 IFC,R314,R315 OF THE RESIDENTIAL M�Mbl)00 G ALL PLUMBING SYSTEMS SHALL BE AREA SCHEDULE CODE OF NYS O INSTALLED IN ACCORDANCE WITH O x ^� APPENDIX J SECTION AJ601,11 MECH RM SHALL HAVE 5/8" NAME AREA :; r+ ct Electrical Note: FIRE RATED GYP BOARD ON EACH SIDE f �Fr�c;. 04 o P� ALL ELECTRICAL EQUIPMENT SERVICES WITH R-14 SPRAY FOAM ( EXT. WALLS) rw5 �` G AND WIRING SHALL BE INSTALLED �? IN ACCORDANCE WITH APPENDIX J INTERIOR WALL FINISH SECTIONAJ601.12 PROVIDE 1/2" GYPSUM WALL BOARD ON CEILINGS Ir d� I Fire & Life Safety Note: AND WALLS EXCEPT BASEMENT WALLS & CLGS - UNLESS * , ALL SMOKE ALARMS,CARBON NOTED. MIN 1/2" MOISTURE RESISTANT WALL BOARD ON MONOXIDE ALARMS OR CEILING AND ALL WALLS IN BATHROOMS (HUMID AREAS) " AUTOMATIC SPRINKLERS SYTEMS OF NE SHALL BE IN ACCORDANCE APPENDIX AND 5/8" CEMENT BOARD ON WALLS AND CEILINGS IN WET AREAS. PROVIDE 5/8" FIRE RATED GYPSUM WALL BOARD ON WALLS AND CEILING LOCATED AS PER CODE, MANUFACTURERS REQUIREMENTS AND DRAWINGS. IS 8:37 AM low- :yam Sp 1 : 1 i y A S ll 8'42 AM Y � k i bra PCB . � , S�.,j _� ;• � -_�'�., �_.�;'�, I 7 J 1 �s r 8:38 AM f i r l �� 'A' ' �� ., ��. . a � y. ii _i I t ~ I y � r lo 00 fR .. mnn rd ASIML/08 •j. .P' - w. QASSA _ r5 tsro� w r 94 + � \ -,mom � ►p WIS�9 Nor s rrrh k \�\ aE lit . rzp erg 4 ,,��� � • �. �. -fir w `' �` � � �+��'