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�o4'4'Of SOplyo!° Town of Southold * * P.O. Box 1179 0 53095 Main Rd "OUNTI.� � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46516 Date: 09/23/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2820 Stanley Rd Mattituck, NY 11952 See/Block/Lot: 106.-8-58 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/27/2024 Pursuant to which Building Permit No. 50514 and dated: 04/04/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with an unfinished basement, covered porch, and an attached garage with a finished room (not to be used for sleeping) above as applied for. The certificate is issued to: Speonk Land Dev LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-2600 9/8/2025 ELECTRICAL CERTIFICATE: 50514 4/21/2025 PLUMBERS CERTIFICATION: T&F Plumbing 2/27/2025 kuthUzed Signat e TOWN OF SOUTHOLD SUFFQiK BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy • o��` SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50514 Date: 4/4/2024 Permission is hereby granted to: Montgomery, James 89 Manor Ln Jamesport, NY 11947 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2820 Stanley Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-8-58 Pursuant to application dated 2/27/2024 and approved by the Building Inspector. To expire on 10/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,621.50 CO-NEW DWELLING $100.00 Total: $3,721.50 Building Inspector o��OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179QX G • Southold,NY 11971-0959 1 �yOWN,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Montgomery Address: 2820 Stanley Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 50514 Section: 106 Block: 8 Lot: 58 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Indoor 17 Basement W Service rV-0 Solar F Outdoor F%-O 1st Floor (✓ Pool Spa Renovation F 2nd Floor F%0-1 Hot Tub r Generator (— Survey (- Attic Garage Battery Storage INVENTORY Service 1 ph I✓ Heat Duplec Recpt 80 Ceiling Fixtures 18 Bath Exhaust Fan Service 3 ph F Hot Water Gas GFCI Recpt Wall Fixtures 6 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 79 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transfer Switch UC Lights Dryer Recpt Gas Emergency Strobe Heat Detectors Disconnect Switches 55 4'LED Exit Fixtures Other Equipment: Fridge, Oven, Hood, DW, W/D, 200A Panel 40 Circuit/ 31 Used, (10)ARC Faults, (12) Combo Breakers, (1) 50A Car Charger GFI Breaker Notes: New Two Story w/ Unfinished Basement Inspector Signature: X Date: April 21, 2025 Sean Devlin Electrical Inspector sean.devlin(a-town.south old.ny.us 2820Stan IeyHouseElectric C)- A., Town Hall Annex Telephone(631)765w1802 54375 Main Road P.O.Box 1179 cQn -Southold,NY 11971-0959 Uv 'BUILDING DEPARTMENT SEP 1 1 ' � 20251 TOWN OF SOUTHOLD 8WIdIng UePRII cure i?WATION Date: Building Permit No. psi i j Omen 1 J� (Please print) Plumber: (please print) I certiry that the solder used in the water supply system contains less thaq 2/1-0.of I% lead. j E 61/ (Plu.mbers Signature) Sworn to before me this Q-7 day of 20 A -47� vi Notary Public, SQ -%��---County 0/ C fill fill OE SO(/TyO� ---- # # TOWN OF SOUTHOLD .BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 5o,�.dl oyl q- Ja,&t DATE ����a INSPECTOR OF SOUIyO� y TOWN. OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 -NSP�ECTION ]: FOUNDATION 1ST/-REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [- ]: INSULATION/CAULKING [ ] FRAMING /STRAPPING [ �INAL J Z> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ - ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [- ] - RENTAL REMARKS: 6aeeA S"p 5U2V" 004. Moto aA J V, 01o00— ✓�sUl-6. QlvA.hl!Lv, SO f�4f-rZ- C e o,b A cg4' . DATE INSPECTOR OF SOUTy� ti �o # # TOWN OF SOUTHOLD BUILDING DEPT. °ycoo -631-765-1802 = 1NSPECTION- [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ oil FRAMING /STRAPPING [ ] .FINAL [ } FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE_C/O '[ ] RENTAL REMARKS: C&y r a 2 0 w �S O'nYL 160i �d-c DATE INSPECTOR .;0 Q SOUtyO� * # TOWN- OF SOUTHOLD BUILDING DEPT. y u �a� 631-765-1802 INSPECTION I I FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [- ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ AMING_/STRAPPING [ ] .FINAL [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [_`] 'FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o"u VIA 1A oo� wlur�,e, ouiol�. 6r Cows I* I 1 �,!( �.iccas. Wi l 1 e,- liqspe4 `i t) L APiI f1 w4L, Qk— . DATE �'`' �'o? INSPECTOR -- ho�apE 50UTyO� Lf # # TOWN OF SOUTHOLD BUILDING DEPT. eou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR ' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]_ FIRE SAFETY INSPECTION [ ] ,FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION if ELECTRI ALIROUGHL [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] -RENTAL REMARKS: R fbifkl &IAZ��M � Ui) to L/ l��c�i ail 10 ol IJ n 1)11A-A-As: a JQ rj 10aPC1 to 40 a ll DATE INSPECTOR - �aOF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. "you 631-765-1802 -1 NSPECTION [ ] FOUNDATION 1 ST/ REBAR [71N UGH PLBG. FOUNDATION 2ND [ ULATION/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: lWf eo S� MIA DATE INSPECTOR pF soUlyO� ! 2-20 # TOWN OF SOUTHOLD BUILDING 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: < �tr s DATE r INSPECTOR "'OF SOUIyO� - # # -TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR ' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY f . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]. RENTAL REMARKS: DATE INSPECTOR HOM.e.'Energy Rating Certificate Rating Date: 2025-05-29 Final Report Registry ID: 859435294 Ekotrope ID: vng9lpx2 HEr .. Index • Savings Your lome's HERS score is a relative 2820 Stanley r • • performance 52 score. lower - number, Mattituck, NY the 5 learn more, visit www.hersindex.com *Relative to an average U.S.home Modern Age Home Builders LLC •re energy efficient the home.To $4, 135 Builder: Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heatin 80.8 g $2,098 2020 iVew York ECCC Cooling 0.6 $34 2018 International Energy Conservat;on bode Hot Water 12.3 $312 Lights/Appliances 28.9 $1,444 Service Charges $120 Generation.(e.g.Solar) 0.0 $0 .� Total: 122.7 $4,008 HERS'Index Home Feature Summary: Rating Completed by:'S= ,, .e,..r,•.ry Home Type: Single family detached Model: N/A Energy Rater. Michael Caruso ISO o RESNETID: 7960376 Existi am Community Fields of Mattituck. Ro"' I" Conditioned Floor Area: 3,485 fry Rating Company: Energy Testing Services !gym . Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference Primary Heating System: Furnace•Propane•96.6 AFUE 631-244-2627 Home l00 Primary Cooling System: Air Conditioner•Electric•14.7 SEER2 y0, Primary Water Heating: Boiler•Propane•0.96 Energy Factor Rating Provider. Building Efficiency Resources °° House Tightness: 1271 CFM50(2.00 ACH50) PO Box 1769 Brevard,NC 28712800-399-9620 � bow . Ventilation: 175 CFM•85 Watts•ERV . This Home Dud Leakage to Outside: Untested Forced Air Above Grade Walls: R-18 3 0' Ceiling: Vaulted Roof,R-35 ra. Window Type: U-Value:03,SHGG0.3 Zero Energy on Foundati Walls: R-11 / 1 Home 1 O. -. - --- -- -_ I Framed Floor. R-30 Michael Carus6;Certified Energy Rater Digitally signed:6/2/25 at 10.04 AM The Energy Rating Disclosure for this home is available from the Approved Rating Provider. Ener,_j,savings calculated without modifications to the energy model.(As Modeled) This report does not constitute any warranty or guarantee- ekotrope HERS'Index Score; Rating Pate: May 29,2025 58 HITS Registry ID: 85-9435294 -Annual Estimatik: Rq.tI0§-.Company: Electric(kWh): 7,288.2 EnergyTestlng Services Propane(Gallons): 1,075.2 Rating Provider Building Efficiency Resources CO2(Tons): 10-1 Ratine Provider Address: Approx.Energy Cost: $4,008 PO ox 1769 Brevard,NC 28712 Home Feature Summary., Siriblehr6jly detached,4 bed ioPrn5,,,3,485 ft2 M ISO -340 Heating:96.6 AFUE (L-9 Homes ,so .310 Cooling:14.7 SEER2 .120 .3 10 Hot Water:0.96 Energy Factor Reference Home 100 SEP 1 1 2025 , L. Air Leakage: ED 1271 CFM50(2.00 ACH50) =t-70 Ventilation: 175 CFM-85 W-ERV 30 *'komo 161%! O ,`,outiholn ao Duct LTO:Untested Forced Air f 30 Above Grade Walls:R-18 Zero Energy "10 j Ceiling:Vaulted Roof,R-35 Home 0 Window U:0.3-5HGC:0.3 -w Foundation Walls:R-1 I Ekotrope RATER-Version: ekotrope 5.0.23642! This report does not constitute any war-ranty or guarantee— 282 Stan1e, Rd Mattituck, NY 11952 Builder:Modern Age Home Builders LLC Model:N/A Community:Fields of Mattituck I THIS HOME Is CERTIFIED TO MEET THE NEWYORK2020 ENERGY i CODE Building Features Ceiling Vaulted Roof,R-35 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to Outside Untested Forced Air(Exempt) A� Foundation Walls R-11 Total Duct Leakage Untested(Exempt) ` CO Framed Floor R-30 Heating Furnace•Propane•96.6 AFUE Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Conditioner•Electric•14.7 SEER2 r. Infiltration 1271 CFM50(2.00 ACH50) Water Heating Boiler•Propane•0.96 Energy Factor DID CD C 0 Window U-Value:0.3,SHGC:0.3 ry 0 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,_ �--:_'"e_,.. 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 thatthe address referenced above has been inspected/tested and that the mandatory provisions of the IKC 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: e C'&. 19 Organization: Energy Testing Services Digitally signed: 6/2/25 at 10:04 AM Ekotrope RATER-Version 5.0.2.3642 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 a HUMVER INSULAVION 675 Elton Street,.Riverhead, NY 11901 • (631) 283-4120 February 28,2025 1 SEP , 2025 [Iji RE: Lot 4 2820 Stanley Rd Mattituck ,���P� �c To Whom-It May Concern, This is to certifythatthe above mentioned house was insulated as follows: Roof line 10"R-38 open cell foam. Rim Joist 2"R-15 closed cell foam. Thermal barrier over attic foam spray applied. Exterior walls 31/2"R-15 fiberglass. Basement walls 3"R-11 blankets. Since ly, Arlene Welsh Over Five Decades of Qualify and Service EC Energy Testing Services 2025 Combustion Safety,Testing Forme S E P 1 2025 Certified Home Address: _2820 Stanley Rd City: MattitucTown of Builder Name: Modern Age Home Builders, LLC.;. Builder Tracking Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement_ (Use additional forms if more than one CAZ or if hone has multiple heating systems or water healers) Date of Test: 025-06-02 Outdoors Temp During Test: ��._ _- .°F CAZDenl'cssurkdiffiir (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 Ej No Z✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: j Het1/Ing System: Primary: Yes No Q Tvne: Furnace Boiler❑Heat Pump E[Other❑ �. E tcienc r Fuel'Tt�nez G'enlwP:'Lvne t Drn t S llla e; S'i!!a e.: _ CO ` CO _'•Citclat7• )e = (Pctscall. _ (if!oasi:_Cnse' _ Ntilteztl t... fll�orst Ca's`el; atirral);? Rafin 6 96. ND P✓❑ODE N E _ D No nIft$_g N/A Pa._- ._Pass[✓ Fail❑ PassOFailQ N/A PPM N/A PPM — _ ! Yes 0 Tyncr:StandardTatlltaindirectR. 4ankless ❑ Size: N/A Style Common Vent:Oer Heater Primary: No Q InstantaneousOComtne'rcial Note S below) (Gallons) 4 S _ -._--tand Alone ,✓� S !!aE cienc Fuel Tone z d Sra nlj VCO co hwie_ 006 (Nae AEF. N P0 O Ef3 N❑MQSQ N Pa. Pass[Z]Fall Pass[Fail[j N/A +P P!)Mi 7- Oven Oven is Electric or No Oven Exists 13 Oven Range Hood Vented to Outside Yes No Oven CO__NtA PPM Ambient CO(During Oven CO Testing) NIA PPM 1.He4ting System Efficiency: Enter AFUE for furnace or boiler,HSPF for heat pump;COP if heat pump:is geothermal "1 Fuel Tyne= ~ - N =Natural Gas P 1,ropane O=Oil E=Electric Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two-Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test.lS REQUIRED for all appliances raga dless of Venting"Typi:;_if the exhaust vent is accessible. a Water Heater:SdVle Coiniiionl 'r•Venied_with H-`in S stein or Stand Alone 'Inde endentl ..Dented or t2 hanedj': - - _ - - - s Water Heater Efficiency:;:- If Water Heater Type is Indirect,no EF entry is required:,: 11f Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: if Water Heater Type is"Commercial"and the un'it`Is 99 gallons or less,enter amaximum-modeled EF of.54 —_ f_f Water Heater:Typg is"Commercial"and the unit is 100 gallons or more enter a maximum-modeled_EF_of.48 . Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2025-06-02 Ei- Energy Testing Services {� - SEP 1 1 Combustion Safety Testing Form 2025 2025 C < y Certified Home Address: 2I320 Stanley Rd City: Mattituck Builder Name: Modern Age Home Builders, LLC. Builder Tracking Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has nutlliple heating systems or water heaters) Date of Test: 2025-06-02 Outdoors Temp During Test: 70 °F CAZRepressur"izution (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: NSA pa. CAZ Ambient CO: N/A ppM Test Pressure: NSA pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: NSA pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primarv: Yes❑✓ No❑ Type: Furnace Q Boiler n Heat Pumper Other E tcienc1 2 'Ve/ftltYe TVpe:3 Drn t S iiin e S to llale CO- - 'CO Fuel Tupe ({iroisrChse'Jr Nvtrnn!'; (FForst•Cnsej: (Natural) Ratitte:96.6 NOPZO❑E❑ N❑\❑M❑sp _ NIA Pa._ Pass❑✓ Fail❑, PassgFail❑ N/A PPM NIA PPM Water Heater Primarv; Yes ✓❑ Tie: Standard Tankalndiredt Tankless_! Size: NIA Style Common Vent❑ No Instaitaneotis .✓❑Coriiinerci�l (S��e Note 5 below (Gallons)-- - --- _ _._) ) ' _Stand Alone E tcienc ; ^ FueCTyne Nentrt+e Tine 3. Drii t 3 illn-e b'tii!lnt�e(Naturaq CO CO (C,rrcle;TiyieJ (PpsculJ ! (IYors. CRreJ' _ ({Yarde:Cpsc) (Nnliun0 EF: 0.95 N❑P❑✓ O❑E_❑ N❑M❑SQ N/A Pa. Pass[✓]Fail❑ Pass✓[Fail❑ N/A PPM1 N/A PPM O'vett Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes,10 No Lj Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM. t Heating Syste`tt_Cf ic—tc Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal — - - - `'FueCTylie. N =Natural Gas P -_,Propane: O=Oil E=Electric s 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 HeateriSl Je: Commonl Vented with 1-16a'6 S. stem or Stand Alone•Inde"en'denfl.=Vented or Or`haned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required: If Water Heater Typetisli Tankiess,enter efficiency of combustion source. NOTE: If Water Heater Type is.."Commercial".and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater TypoIs"Commercial"and the unit js 100 gallons or more,enter-a-maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: - - - - - - - Date: 2025-06-02 ` ' �� �� �� � \� �� �� \� k� � � �� ` xnu �on*c ' Load Short Form Date: Feb uunu0004 Entire ' ---- —'� Mm»ue camov F EA 2 A 2094 Energy Testing Service W 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energyt qgsc!r�iceT.CuftIW6.4mf;.-6�igytestingservices.com License:7960376 Project Information For: Platinum ` Fields ofMottitudk, Lot 4. Southold, NY11952 Design Information MtQ C|g Infiltration Outside db (^F) 12 84 Method Blower door Inside db(*F) 70 75 Shielding/stories 3 (portioV/2 Design TD (^F) 58 8 Pressure 6ACHAYVF 50Pa/3D/1481ohn Daily range ' M Inside humidity 50 50 Moisture difference(gr/lb) 47 31 HEATING EQUIPMENT COOLING EQUIPMENT Make m/a Make m/a Trade n/a Trade n/a K8oda| n/a Cond n/o AHR| nef ma Coil ma 8HR| mf n6o Efficiency n/a Efficiency n/o Heating input Sensible cooling O Btu Heating output O Btuh Latent cooling 0 Btu Temperature rise O ^F Total cooling O Btuh Actual air flow O cfm Actual air flow 0ohn Air flow factor O ohn/Btuh Air flow factor O ohn/Btuh Static pressure O in H2O Static pressure 0 inH2D Space thermostat n/o Load sensible heat ratio O ROOM NAME Area Htg load CIg load Htg AVF CIg AVF System . Other equip loads 0 0 Latent cooling 5089 Calculations approved byACCAho meet all requirements of Manual J 0h Ed. Ad- 2�+r�ez,2*v*r n/om'o"n°(D Universal 2o2000.o.v, novx000u Page ��[%\ —Fields mw°mm" Lot 4 Southold w,11sa.mv ual"~xmv Front Door faces: E Load Short Form Job: MC0421 Date: Feb 22nd 2024 System 1 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 12 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (°F) 58 9 Pressure/AVF 50 Pa/1461 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference (gr/lb) 47 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade PERFORMANCE 16 SEER2 AC Model Cond 24SPA63OW00300 AHRI ref Coil FMA4X3000AL1 AHRI ref 207976299 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 43210 Btuh Sensible cooling 20580 Btuh Heating output 35000 Btuh Latent cooling 8820 Btuh Temperature rise 33 °F Total cooling 29400 Btuh Actual air flow 980 cfm Actual air flow 980 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Family Room 332 5274 3614 220 175 Kitchen 464 5057 8106 211 391 Master Bath 113 1564 255 65 12 M WIC 74 1891 228 79 11 Master Bedroom 313 3159 3454 132 167 Foyer 103 3234 1588 135 77 Dining Room 185 2607 2922 109 141 Bath 48 687 71 29 3 Mudroom 74 0 55 0 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W allghtsoft° 2024-Feb-22 12:29:47 .�.., Right-Suite®Universal 2023 23.0.01 RSU30008 Page 2 ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=VIA Front Door faces: E System 1 1707 23474 20291 980 980 Other equip loads 0 0 Equip. @ 0.89 RSM 18100 Latent cooling 3594 TOTALS I 1707 I 23474 I 21693 I 980 I 980 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1wrightsoft^ 2024-Feb-22 12:29:47 Right-Suite(D U niversal 2023 23.0.01 RSU30008 Page 3 ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Load Short Form Job: MC0421 Date: Feb 22nd 2024 System 2 By: Michael Caruso " x Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Design Information Htg Clg Infiltration Outside db (°F) 12 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD (7) 58 9 Pressure/AVF 50 Pa/1461 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/lb) 47 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade 15 SEER2 AC Model AFUE 85 Cond GA5SAN42400WA0 AHRI ref Coil FMU4Z2400AL1 AHRI ref 207958855 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 30864 Btuh Sensible cooling 16240 Btuh Heating output 25000 Btuh Latent cooling 6960 Btuh Temperature rise 29 °F Total cooling 23200 Btuh Actual air flow 773 cfm Actual air flow 773 cfm Air flow factor 0.033 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 0.91 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) M2 WIC 101 2604 546 86 27 Master Bedroom 2 257 3067 3312 102 164 M2 Bath 155 3064 1109 102 55 Bedroom 3 179 2732 3311 91 164 B3 WIC 35 541 87 18 4 Bath 2 54 753 362 25 18 Hallway 131 0 0 0 0 Bedroom 2 182 2589 3228 86 160 B2 WIC 48 748 115 25 6 Laundry 47 208 353 7 17 Bonus Room 445 6977 3174 232 157 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �r � wrightsoft, 2024-Feb-2212:29:47 ,.,...,e .. �, .R Right-Suite@ U niversal 2023 23.0.01 RSU30008 Page 141+�1 ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=M J 8 Front Door faces: E System 2 1633 23284 15596 773 773 Other equip loads 0 0 Equip. @ 0.89 RSM 13912 Latent cooling 1495 TOTALS I 1633 I 23284 I 15407 I 773 i 773 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft" 2024-Feb-22 12:29:47 Right-Suite®Universal 2023 23.0.01 RSU30008 Pages ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E BuildingAnalysis Job: MC0421 y �n 1 Date: Feb 22nd 2024 Entire House By: Michael Caruso s, Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Pesigh COhdiftftg Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature(OF) 70 75 Elevation: 67 ft Design TD(OF) 58 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 46.8 30.6 Dry bulb(OF) 12 84 Infiltration: Dailyrange (OF) - 18 ( M ) Method Blower door Wet bulb(°F) - 71 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0 11461 cfm Component Btuh/112 Btuh %of load Walls 2.1 11219 24.0 Glazing 15.4 7172 15.3 VWl Dxts Doors 1.4 334 0.7 Ceilings 2.1 5258 11.2 Floors 0 0 0 Infiltration 2.2 9811 21.0 - Ducts 12964 27.7 Piping 0 0 Humidification 0 0 °azing Ventilation 0 0 Infilt «, Adjustments 0 Other Total 1 1 46758 100.0 Ceilings Component Btuh/ftZ Btuh % of load Walls 0.4 2066 5.8 � Glazing 16.8 7864 21.9 Doors 0.5 126 0.4 Gcmd Ceilings 0.6 1609 4.5 IrbTdC3drs Floors 0 0 0 Infiltration 0.2 706 2.0 Ducts 8926 24.9 Ventilation 0 0 Cris Internal gains 14590 40.7 Celirgs Blower 0 0 Adjustments 0 Total 35888 100.0 Dts Latent Cooling Load=5089 Btuh Overall U-value=0.133 Btuh/ft�-°F, Window/Floor Area=7.7% Data entries checked. wrightsoft- 2024-Feb-22 12:29:47 �ti. .. ^«.•. - Right-Suite(R)Universal 2023 23.0.01 RSU30008 Page 1 ACGA g ...Fields of Mallituck Lot 4 Southold NY 11952.rup Calc=MJS Front Door faces: E BuildingAnalysis Job: MC0421 -�.. y Date: Feb 22nd 2024 System 1 By: Michael Caruso ��- Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energyteslingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 70 75 Elevation: 67 ft Design TD(T) 58 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 46.8 30.6 Dry bulb(T) 12 84 Infiltration: Dailyrange (T) - 18 ( M ) Method Blower door Wet bulb(°F) - 71 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1461 cfm • Component Btuh/ft2 Btuh % of load Walls 3.3 5125 21.8 Glazing 17.4 4650 19.8 `1I Doors 16.8 334 1.4 Ducts Ceilings 2.4 1266 5.4 Floors 0 0 0 Infiltration 3.1 4761 20.3 Ducts 7338 31.3 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 a�r kilfitebw Total 23474 100.0 Geimgs Component Btuh/ft2 Btuh %of load Walls 0.6 944 4.7 VWl Glazing 18.9 5041 24.8 Doors 6.4 126 0.6 Gad Ceilings 0.7 388 1.9 IIkrrEl Crs Floors 0 0 0 Infiltration 0.2 343 1.7 Ducts 5015 24.7 Ventilation 0 0 Internal gains 8435 41.6 Blower 0 0 Adjustments 0 DAS Total 20291 100.0 Latent Cooling Load=3594 Btuh Overall U-value=0.095 Btuh/ft�°F, Window/Floor Area=15.6% Data entries checked. wrig17tt5oft` 2024-Feb-22 12:29:47 r.w p-.« Right-Suite@ Universal 202323.0.01 RSU30008 Page 2 f�•• ...Fields of Malliluck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E BuildingAnalysis Job: MC0421 Y Date: Feb 22nd 2024 System 2 By: Michael Caruso = - Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 -Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (TF) 70 75 Elevation: 67 ft Design TD (T) 58 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 46.8 30.6 Dry bulb(T) 12 84 Infiltration: Dailyrange(T) - 18 ( M ) Method Blower door Wet bulb(T) - 71 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1461 cfm Component Btuh/ft2 Btuh %of load Walls 3.7 6094 26.2 Glazing 17.4 2522 10.8 ,Adl Dicts Doors 0 0 0 Ceilings 2.4 3992 17.1 Floors 0 0 0 Infiltration 3.1 5051 21.7 Ducts 5625 24.2 Piping 0 0 Humidification 0 0 °�"g Ventilation 0 0 Ifiltra'm Adjustments 0 Total 1 1 23284 100.0 Celirgs Component Btuh/ft2 Btuh %of load Walls 0.7 1122 7.2 VWI Glazing 19.5 2823 18.1 Doors 0 0 0 Ceilings 0.7 1222 7.8 Irk G1rs Floors 0 0 0 Infiltration 0.2 364 2.3 Ducts 3911 25.1 Ventilation 0 0 0ilirgs Internal gains 6155 39.5 Irfiltrdim Blower 0 0 Adjustments 0 Total 15596 100.0 [ems Latent Cooling Load= 1495 Btuh Overall U-value=0.211 Btuh/ft2L-°F, Window/Floor Area=8.9% 'Data entries checked. wrightsc), t- 2024-Feb-2212:29:47 Right-Suite@ U niversal 2023 23.0.01 RSU30008 Page 3 .91.C. ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Project Summary Job: MC0421 Date: Feb 22nd 2024 Entire House By: Michael Caruso - Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 • - ormation For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 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 of Inside db 75 °F Design TD 58 °F Design TD 9 of Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 33794 Btuh Structure 26961 Btuh Ducts 12964 Btuh Ducts 8926 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46758 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 32012 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)12 Pressure/ACH/AVF 50 Pa/3.0/1461 cfm Structure 3353 Btuh Ducts 1736 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ftz) 3339 3339 Equipment latent load 5089 Btuh Volume(fP) 29222 29222 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 37100 Btuh Equiv.AVF(cfm) 154 70 Req.total capacity at 0.70 SHR 3.8 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. - wricPubeoft^ 2024-Feb-22 12:29:47 �•� .M <» Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 ACOk Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Pro�ect Summary Job: Feb 221 • Date: F Feb 22nd 2024 System 1 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingseMces.com License:7960376 -Proaect Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Notes: HERS Rater#7960376 D- • • • 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 75 °F Design TD 58 °F Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16136 Btuh Structure 15276 Btuh Ducts 7338 Btuh Ducts 5015 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 23474 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 18100 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa 1461 cfm Structure 2605 Btuh Ducts 989 Btuh ating Central vent(0 cfm) 0 Btuh Area(ftz) He1707 Co170 g Equipment latent load 3594 Btuh Volume (f?) 16159 16159 Air changes/hour 0.28 0.13 Equipment Total Load(Sen+Lat) 21693 Btuh Equiv.AVF (cfm) 75 34 Req.total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade PERFORMANCE 16 SEER2 AC Model Cond 24SPA63OW00300 AHRI ref Coil FMA4X3000AL1 AHRI ref 207976299 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 43210 Btuh Sensible cooling 20580 Btuh Heating output 35000 Btuh Latent cooling 8820 Btuh Temperature rise 33 °F Total cooling 29400 Btuh Actual air flow 980 cfm Actual air flow 980 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rW wrig?�tsoft- 2024-Feb-22 12:29:47 �' ---� Right-Suite®Universal 2023 23.0.01 RSU30008 Page 2 ...Fields of Malliluck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Project Summary Job: MC0421 Date: Feb 22nd 2024 System Z By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Pro"ect I nformation For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Notes: HERS Rater#7960376 Design Information Weather: Westhampton Gabreski, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 84 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 9 OF Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17658 Btuh Structure 11685 Btuh Ducts 5625 Btuh Ducts 3911 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 23284 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipmen{sensible load 13912 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2' Pressure/AVF 50 Pa P1461 cfm Structure 748 Btuh Ducts 747 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (pone) Area(ft2) 1633 1633 Equipment latent load 1495 Btuh Volume(ft3) 13063 13063 Air changes/hour 0.36 0.17 Equipment Total Load (Sen+Lat) 15407 Btuh Equiv.AVF(cfm) 79 36 Req.total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade 15 SEER2 AC Model AFUE 85 Cond GA5SAN42400WA0 AHRI ref Coil FMU4Z2400AL1 AHRI ref 207958855 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 30864 Btuh Sensible cooling 16240 Btuh Heating output 25000 Btuh Latent cooling 6960 Btuh Temperature rise 29 OF Total cooling 23200 Btuh Actual air flow 773 cfm Actual air flow 773 cfm Air flow factor 0.033 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 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Of&-wrighffioft- 2024-Feb-22 12:29:47 .F Right-Suite®Universal 2023 23.0.01 RSU30008 Page 3 Fields of Maltituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: MC0421 Date: Feb 22nd 2024 System 1 By: Michael Caruso - Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.194/0.056 in H2O 0.194/0.056 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 980 cfm 980 cfm Total effective length (TEL) 411 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 687 29 3 0.064 4.0 Ox 0 ShMt 68.5 235.0 st3 Dining Room C 2922 109 141 0.061 8.0 Ox 0 ShMt 61.8 255.0 st3 Family Room h 2637 110 87 0.062 7.0 Ox 0 ShMt 42.3 270.0 st3 Family Room-A h 2637 110 87 0.064 7.0 Ox 0 ShMt 30.5 270.0 st3 Foyer h 3234 135 77 0.061 8.0 Ox 0 ShMt 48.5 270.0 st3 Kitchen c 2703 70 131 0.063 8.0 Ox 0 ShMt 63.8 245.0 st3 Kitchen-A c 2702 70 130 0.061 8.0 Ox 0 ShMt 56.5 260.0 st3 Kitchen-B c 2702 70 130 0.061 8.0 Ox 0 ShMt 46.0 270.0 st3 M WIC h 1891 79 11 0.064 6.0 Ox 0 ShMt 34.5 270.0 st3 Master Bath-A h 1564 65 12 0.066 6.0 Ox 0 ShMt 24.5 270.0 st3 Master Bedroom c 1727 66 83 0.063 6.0 Ox 0 ShMt 39.3 270.0 st3 Master Bedroom-A c 1727 66 83 0.061 6.0 Ox 0 ShMt 46.5 270.0 st3 Mudroom c 55 0 3 0.066 4.0 Ox 0 ShMt 66.5 225.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 980 980 0.061 678 15.1 8 x 26 ShtMetl st1 st1 Peak AVF 980 980 0.061 678 15.1 8 x 26 ShtMetl Bold/italic values have been manually overridden +` -014- wrightsofe^ 2024-Feb-2212:29:47 ..,. u - „. Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 ..Fields o'f Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Return Branch betail 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 rb2 12x 38 980 980 92.8 0.061 555 18.0 Ox 0 ShMt -01j-wrightsoft^ 2024-Feb-22 12:29:47 Right-Suite®U niversal 2023 23.0.01 RSU30008 Page 2 ...Fields of Mattiluck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: MC0421 ~� Date: Feb 22nd 2024 System 2 By: Michael Caruso '. Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.206/0.044 in H2O 0.206/0.044 in H2O Lowest friction rate 0.067 in/100ft 0.067 in/100ft .Actual air flow 773 cfm 773 cfm Total effective length (TEL) 375 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln (ft) Ln (ft) Trunk B2 WIC h 748 25 6 0.072 4.0 Ox 0 ShMt 29.8 255.0 st6 B3 WIC h 541 18 4 0.069 4.0 Ox 0 ShMt 17.5 280.0 st6 Bath 2 h 753 25 18 0.069 4.0 Ox 0 ShMt 21.8 275.0 st6 Bedroom 2 C 3228 86 160 0.067 8.0 Ox 0 ShMt 18.5 290.0 st6 Bedroom 3 c 3311 91 164 0.068 8.0 Ox 0 ShMt 27.8 275.0 st5 Bonus Room h 3489 116 79 0.073 7.0 Ox 0 ShMt 37.8 245.0 st6 Bonus Room-A h 3489 116 79 0.071 7.0 Ox 0 ShMt 43.3 245.0 st6 Laundry c 353 7 17 0.073 4.0 Ox 0 ShMt 18.5 265.0 st6 M2 Bath h 3064 102 55 0.068 7.0 Ox 0 ShMt 39.5 265.0 st5 M2 WC h 2604 86 27 0.071 6.0 Ox 0 ShMt 44.3 245.0 st5 Master Bedroom 2 c 3312 102 164 0.070 8.0 Ox 0 ShMt 40.8 255.0 st5 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 392 363 0.067 588 10.5 8 x 12 ShtMetl st2 st2 Peak AVF 773 773 0.067 632 13.6 8 x 22 ShtMetl st5 Peak AVF 381 410 0.068 615 10.7 8 x 12 ShtMetl st2 Bold/italic values have been manually overridden wrighltsOfC^ 2024-Feb-22 12:29:47 a-...� ....,.... Right-Suite®Universal 202323.0.01 RSU30008 Page ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 12x 30 773 773 66.3 0.067 554 16.0 Ox 0 ShMt g _01j_ wrightsoft" 2024-Feb-2212:29:47 Right-Suite®Universal 2023 23.0.01 RSU30008 Page 4 +C+ ...Fields of Matliluck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: MC0421 Date: Feb 22nd 2024 {l Fnerry Fsi,-,u System 1 By Michael Caruso > f Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mearuso@energylestingservices.com Web:www.energytestingserAces.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 20291 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.4°F Latent gain: 3594 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 23885 Btuh Indoor RH: 50% Estimated airflow: 980 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24SPA630W00300+FMA4X3000AL1 Actual airflow: 980 cfm Sensible capacity: 23893 Btuh 1180/o of load Latent capacity: 6219 Btuh 173%of load Total capacity: 30112 Btuh 126%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 11.9°F Heat loss: 23474 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: Actual airflow: 980 cfm Output capacity: 35000 Btuh 149%of load Meets all requirements of ACCA Manual S. ti wriglhtsoft" 2024-Feb-2212:29:47 .m .:. ,.. �.�.•> Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 Fields of Mattituck Lot 4 Southold NY 11952.rup Cale=MJ8 Front Door faces: E Manual S Compliance Report Job: MC0421 Date: Feb 22nd 2024 .System 2 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingser%4ces.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 15596 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.4°F Latent gain: 1495 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 17091 Btuh Indoor RH: 50% Estimated airflow: 773 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: GA5SAN42400WA0+FMU4Z2400AL1 Actual airflow: 773 cfm Sensible capacity: 19057 Btuh 122%of load Latent capacity: 3925 Btuh 263%of load Total capacity: 22983 Btuh 134% of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 11.9°F Heat loss: 23284 Btuh Entering coil DB: 68.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: AFUE 85 Actual airflow: 773 cfm Output capacity: 25000 Btuh 107% of load Meets all requirements of ACCA Manual S. - wrightsoft" 2024-Feb-22 12:29:47 Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 2 Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Residential Plans Examiner Review • 0 Form RPER 1 A for • (Loads, Equipment, 15 Mar 09 fv t;mif mt9 Q�fi�rs d:ramta Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Fields of Mattituck, Lot 4,System 1 HVAC LOAD CALCULATION ,0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 12 OF Orientation: Front Door faces East Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 23474 Btuh Number of bedrooms: 1 Conditioned floor area: 1707 ft2 Summer Design Conditions Number of occupants: 5 Outdoor temperature: 84 OF Indoor temperature: 75 OF Windows Roar Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 22748 Btuh Internal shade: blinds ` Latent heat gain: 4029 Btuh Blinds,drapes,etc. lleplh Mryjov Total heat gain: 26777 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,0 Heating Equipment Data Cooling EquipmentData Blower Data Equipment type: Oil boiler Equipment type: Split AC Heating cfm: 980 Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 980 Model: Generic Model: Carrier Static pressure: 0.60 in H2O 24SPA630W00300+FMA4X3000AL1 Fan's rated external static pressure for design airflow Heating output capacity: 5000 Btuh Total cooling capacity: 30112 Btuh Heat pumps-capacity at winter design out 5 conditions Sensible cooling capacity: 23893 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 6219 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 980 cfm Longest supply duct: 319 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 93 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 411 ft Available static pressure(ASP): 0.25 in H2O Friction rate: Q.,41 in/100ft Branch duct: Sheet metal Friction R ate=ASP_(TEL x I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist w�ighltsoft" •- ^,�.,-..�--,<a.,--. Right-Suite®Universa12023 23.0.01 RSU30008 Examiner . _ • _ • ansReview • Form RPER 1 ,AltG�� for • (Loads, _• • 15 Mar 09 Fv Cm2axihj R7fiJ7brt+vf:r:ratn Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Fields of Mattituck, Lot 4, System 2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces East Indoor temperature: 70 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 23284 Btuh Number of bedrooms: 3 Conditioned floor area: 1633 ft' Summer Design Conditions Number of occupants: 0 Outdoor temperature: 84 °F Indoor temperature: 75 *F Windows Rw! Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 17485 Btuh Internal shade: blinds �m Latent heat gain: 1676 Btuh Blinds,drapes,etc. Deplh Wridow Total heat gain: 19161 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,0 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type: Oil boiler EVipment type: Split AC Heating cfm: 773 urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 773 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE 85 GA5SAN42400WAO+FM U4Z2400AL1 Fan's rated external static pressure for design airflow Heating output capacity: �5000 .Btuh Total cooling capacity: 22983 Btuh Heat pumps-capacity at winter design ou oor conditions Sensible cooling capacity: 19057 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 3925 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 773 cfm Longest supply duct: 309 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 66 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 375 ft Available static pressure(ASP): 0.25 in H2O Friction rate:Friction Rate=ASP-(TEL xnR7 in/100ft Branch duct: Sheet metal Q, 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 ->�l-wrightspft' �N•:^-•----+••:�^.--. Right-SuiteO Universal 2023 23.0.01 RSU30008 N `1 I� Level 1 18" 8., 8„ 8" 7" " LXz26x8 Basement 4„ V 4" 8„ 6., 6' 6" 6" Job#: MC0421 Energy Testing Services Scale: 1 : 126 Performed by Michael Caruso for: Page 1 Platinum 1648 Locust Ave Unit E Right-Suite@ Universal 2023 Fields of Mattituck,Lot 4 Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11952 Phone:631-244-2627 License:7960376 2024-Feb-22 12:29:57 www.energytestingservices.com mcaruso@energytestingservice! ...tuck Lot 4 Southold NY 11952.rup N . 1 Level 2 fa �131 cfm 0-130 cfm 130 cfm ®--110 cfm 9110 cfm Family Room Kitchen Stairs 980 cfm Mudroom Master Bath Garage 3 cfm �— Foyer Dining Room 135 cfm Master Bedroom Bath D�--65 cfm 29 cfm— 141 cfm M WIC 83 cfm R83 cfm 0-79 cfm Job#: MC0421 Energy Testing Services Scale: 1 : 126 Performed by Michael Caruso for: Page 2 Platinum 1648 Locust Ave Unit E Right-Suite®Universal 2023 Fields of Mattituck,Lot 4 Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11952 Phone:631-244-2627 License:7960376 2024-Feb-22 12:29:57 www.energytestingservices.com mcaruso@energytestingservice ...tuck Lot 4 Southold NY 11952.rup N r� Level 3 164 cfm 25 cfm 18 cfm 102 cfm Bedroom 3 B3 WIC M2 Bath 8„ 116 cfm Stairs 2 7 4" Bath 2 4 7^ 22x8 16" Hallway G 773 cfm M2 WIC 4' Bonus Room Laundry g 17 cfm OTB 8" 7�� 4'� Master Bedroom 2 8„ Bedroom 2 B2 WIC 86 cfm lk—116 cfm 25 cfm 160 cfm 164 cfm Job#: MC0421 Energy Testing Services Scale: 1 : 126 Performed by Michael Caruso for: Page 3 Platinum 1648 Locust Ave Unit E Right-Suite®Universal 2023 Fields of Mattituck,Lot 4 Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11952 Phone:631-244-2627 License:7960376 2024-Feb-22 12:29:57 www.energytestingservices.com mcaruso@energytestingservice ...tuck Lot 4 Southold NY 11952.rup Building Summary � � Q � Property Organization Inspection 5 t Fields of Mattituck,Lot 4 Energy Testing Services Results are pro '..{�d E E Southold,NY 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder % F E B 2�2 L 4 Platinum Fields of Mattituck Lot 4 Southold NY 11952 Platinum Initial House Design g E yc4��r;S1c<p9�`�k??.rv"Y`eg EP :� General Bluilding InformationSFCrL.�e ° " 'ifx Number Of Bedrooms 4 Number Of Floors 2 Conditioned Floor-Area(sg.ft.j_... Has Electric Vehicle.Ready Space No Unconditioned attached,garage? Yes Conditioned Volume[cu.ft.] 38,061 Total Units in Building_ Residence Type Single family detached Number of Floors In Building Floor Number Model N/A„-, Community Fields of Mattituck RESNET/IECC 2006-2018.Climate Zone 4A IECC 2021 Climate Zone 4A Foundation Wall None Present Foundati.4n Wail Library List None Present Slab None Present Sl b Library List None Present Building Summary Property organization Inspection Status Fields of Mattituck,Lot 4 EnergyTesting Services Results are projected Southold,NY 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot Southold NY 11952 Platinum Initial House Design Framed Floor Name LibraryType CarpetR Floor Grade Surface Area Location Floor Over Basement 30(16111.9)1(9.5)H 1 Above Grade 1,743.0ft2l Uninsulated Unconditioned Basement Floor Over Garage. 30(I61115)1(9.5)l4 f Above Grade 440.0ft' Unconditioned,attached Nrth Sheetiock garage, Framed Floor Library ListNO W-1 Name Effective R-value 30(161115)1(95)H 23.923' 30(16/11.5)1(95)H 29.407. With Sheetrock.. t n Name Library7ype Surface Area Location Band Joist Ambient' R15+3 50.0 W. Exposed Exterior Band Joist Garage R15 26.0ft' Unconditioned,attached garage, R;i Joist Library w Name Effective Insulation R-value R15 15.00 R15+3 18.00 Name LibraryType Surface Color Surface Area Location Ambient Wall 1315+306/3.5)'10). Medium 3;215.0 ft" Exposed Exterior Basement Stairs 13(16/35)l(.5)Knee%vall Medium 315.0 W Uninsulated Unconditioned Basement 2 Building Summary Property organization Inspection Status Fields of Mattituck,Lot 4 EnergyTesting Services Results are projected Southold,NY 11957. Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot Southold NY 11952 Platinum Initial House Design Name Library Type Surface color Surface Area Location Garage Wall, R15(16/3.5)I(5)'(Garagff Medium 234.0 ft'. Unconditioned,attached garage =ffibraiy Name Effective R-value 13(16/3.5)1 L5)Kneewall 19.595. RI 5(16/35)1(.5)(Garage)' .12.824. R15+3(16/3.5)1(.5), 16.659 Glazing Name Library Type Wall Foundation Wall Is Operable overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Assignment Depth Top Bottom ffIn(Right)j 3030 Ambient Wall Yes 5 0.4 2A North SA ft' ffl W. .3030 Ambient Wall Yes 1 2.3 7.5 West 61.7ft' ff 1 W; 3030 Ambient Wall Yes 1 2 4.7 West 95 ft' ff2e 3036 Ambient Wall Yes 13A 0.7 6 East 15.6ft' ff3e' 3030, Ambient Wall Yes 4.9 0.5 4.8 East 41.1 ft' ff 3 e(Front) 3030 Ambient Wall Yes 95 05 4.8 East 41.1 If ff 3 yr(Rear); 30 30, Ambient Wall Yes 1 2 6.4 West 41.1 ft' sf 1 e• 3030 Ambient Wall Yes 1 1 4.7 East 205 ft sfl a 3030 AmbientWall' Yes 1 1 3.4 East 5.7ft sflrr 3030 Ambient Wall Yes 6.8 3.7 5.7 North 8.6ft sf1 w .3030 Ambient%Vall Yes 1 1 4.4 West 14.7R' sflvr. 3030 Ambient Wall' Yes 1 1 2.9 West 6.8ft' sf 1 w 30 30' Ambient Wall Yes 1 1 4.4 West 14.7 ft' sf 2 e' 30 30' Ambient Wall Yes 0.8 5.9 10 East 27.O ft sf 2 e' 3030 Ambient Wall Yes 0.8 5.9 10 East 27.0 ft 3 Building Summary Property Organization Inspection Status Fields of Mattituck,Lot 4 EnergyTesting Services Results are projected Southold,NY 11952 Michael Caruso Model:NIA 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southold NY 11952 Platinum Initial House Design Name Library Type. Wall Foundation Wall Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Assignment Depth Top Bottom sf 2 s(Left) 3030 Ambient Wall - Yes -0.8 4.2 8.3 South 27.0 ft' sf 2 w: 3030 Ambient Wall Yes 0.8 4.3 8.8 West 27.0 ft Glazing:Library Lis# a. Name Shgc U-factor 3030 03 0300 skyrgr,t None Present Skylight Library List None Present Opaque Door Name LibraryType Wall Assignment Foundation Wall Emittance Solar Absorptance Surface Color Surface Area Location Assignment Basement Door' Fiberglass Door; Basement5tairs 0.9 0.75: Medium 17.8ft' Uninsulated Unconditioned Basement Front Door Fiberglass Door. Ambient Wall 0.9 0.75 Medium 20.0ft' Exposed Exterior 72H.berglass r Library L' Name Effective R-value Door, 5.00' 4 r Building Summary Property Organization Inspection Status Fields of Mattitucir,Lot 4 Energy Testing Services Results are projected Southold,NY 11952 Michael Caruso Model:NIA 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of MattituckLot4 Southold NY 11952 Platinum Initial House Design ;Roof Insulation f � ` Name LibraryType Attic Exterior Area[ft] "Clay or Concrete Hoof Surface ColorSurface Area Location Tiles 2x10 ROOF SA 13,35(16/95)1: 1,630 No Medium' 1,630.0 ft'. Vaulted Roof 2x8 Roof. V35(16/7.5)(1) 858, No Medium 858.0 ft'. Vaulted Roof - �Roof Insul�on .�brarfy Name Has Radiant Barrier Effective R-value - SAR35(1619.5)1 _` No 29.742 V35(16/7.5)(1), No 28A46 f 1Nhole House infiltration � �'� Infiltration Measurement Type Shelter Class - 3 ACH at 50 Pa' Blower-door tested 4 Ventilation Type Ventilation Rate[ft'/ operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer Minute] perday three hours Percent Exhaust Only 100CFM 20 36Watts Yes- 0 Lighting 96 Interior Fluorescent %Interior LED Lighting 96 Exterior Fluorescent t %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0, 100 0.' 100 0: 100 Building Summary Property Organization Inspection Status Fields of Mattituck,Lot 4 EnergyTesting Services Results are projected Southold,NY 11952, Michael Caruso Model:WA 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southold NY 11952 Platinum Initial House Design �Onsifie Generation� �� �� �� �,� b+ .aql. None Present ,nsite GeneoLbOw x� ^y arList� n � � .. , None Present Solar Generation � ti �� .s f: k. P,� vF > ;tia, kw k @w 3 °.� 4� `t } r i. ,.. , i �.,. _., , None Present None Present Dehumicl�f�erLibraryList i None Present '''rf b» z° �. Whole House Fan a Ca � i k r wL T f None Present r _ .�� . ,,. .. go-,• ;A .., .. ., ,. ,.. None Present 6 Building-Summary Property Organization Inspection Status Fields of Mattituck.Lot 4 Energy Testing Services Results are projected Southold,NY 11952. Michael Caruso Model:N/A 631-241-2627 Community:Fields ofMattituck Builder Platinum Fields of MattituckLot 4 Southold NY 11952 Platinum Initial House Design Condteoniing Equipment ft Name LibraryType Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location Cooling System 1 24SPA630W-3V 0%, 50%: 096 Unconditioned Basement /Crawispace Cooling System 2`16 SEER2 23K(2079588551 0% 50W 096 Conditioned/Sealed Attic Heating Equipment 8596 AFUE Boiler 120K BB - 100°6 0% 0% Conditioned Space UIL) Water Heating Standard Oil Boiler 0.85; 096, 096 10096' Unconditioned Basement /Crawispace r tnen#Te: 16 SEER1 nt Type AirConditioner Electric on Type Forced Air pe PSC(Single Speed) p SystemType Unspecified fficiency 16 SEER2 a panty[kBtu/h] _ 23 Equipment Types245PA63QW30 '% Equipment Type Air Conditioner Fuel Type Electric DistrlbutionType _ _ -Forced Air MotorType PSC(Single Speed) HeatPumpSystemType„ _ Unspecified Cooling Efficiency 16 SEER2 Cooling_Cap-ity[kBtu/h] 29.4 �. Ik 1177 ' EquipmentT�fpe:859/o AFU, Boiler O�KtBB�(O�IL�) �.r��,�``� � ;, EquipmentType Boilei Fuel Type Oil Distribution Type Hydronic Delivery(Radiant) Heating Efficiency 85 AFUE „Heating Capacity[kBtu/h] 120 Use default EAE Yes 330 - 7 - 1 Building Summary Property Organization Inspection Status Fields of Mattituck,Lot 4 Energy Testing Services Results are projected Southold,NY 11952. Michael Caruso Model:WA 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot4 Southold NY 11952 Platinum Initial House Design Equipmentl`yp�e StandardxO��Boiier ,..�.> s . l4 f�: g Equipment-Type Boiler Fuel Type Oil Distribution Type ,__- , •. Hydronic Delivery(Radiant) HotWatef Efficiency 0.85 Energy Factor Tank Capacity,(gal,) ... -:_ dlSt ibutibn System. a n >•" �'" � 0115N.7�7774 � k' - - _ -- —. --... - ---- --- H---ydronic D elive--.ry.._R(Ra__dia..--nt) _ Heating Equipment Heating Equipment Is'Ail Egmpment in CondlUoped Space_ __ __._ Yes Leakage Default HERS Default.Leakage Duct System Efficiency. 8 1 Building Summary Property Organization Inspection Status Fields of Mattituck,Lot 4 EnergyTesting Services Results are projected Southold,W 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southold NY 11952 Platinum Initial House Design Distribwtian System Distribution.Type:. _ _ Forced Air Cooling Equipment Cooling System 1 Sq.:Feet Served 1,743 #Return Grilles 1 Supply Duct RValue 8 Return Duct R Value 8 Supply Duct Area.[ft'] - .470.61 Return Dud Area[ft'] 87.15 Leakage to Outdoors 69 CFM @25Pa,(3.96/100 ft') Total Leakage 69 CFM25 Total Leakage Duct Test Conditions, Post-Construction Use Default Flow Rate Yes Duct 1 Duct Location Basement(insulated basement ceiling) Percent Supply Area - _. 100 Percent Return Area 100 Duct Location Conditioned Space -ercent Supply Area.. .. 0 . Percent Return Area 0 Duct - ._ ._.._.... ..._. ..-_ _ .._...-_.. Duct Location Conditioned Space PeicentSupplyArea Percent Return Area 0 Dud 4 _ - Duct Location Conditioned Space --P,ercent Supply Area• 9 Percent Return Area 0 Duct 5 Duct Location Conditioned Space .. -,-t-- pplyArea_,. 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area,_ 0.... Percent Return Area 0 9 Building Summary Property Organization Inspection Status Fields of Mattituck Lot 4 EnergyTesting Services Results are projected Southold,NY 11952 Michael Caruso Model:WA 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot4 Southold NY 11952 Platinum Initial House Design .W.-NILS!-Dstributian System � �` W Forced Air Cooling Equipment Cooling System 2 Sq,Feet Served — -- - 1,767 — #Return Grilles 1 Return Dud R Value 8 Supply Dud Area[ft�] 477 09 Return Duct Area[ff] 88.35 Leakage to Outdoors-• _ __ _ v_ ,. _ . 25 CFM @ 25Pa(1,41./100 ft=) Total Leakage 25 CFM25 Total Leakage DgctTesYConditions Post-Construction, I Use Default Flow Rate Yes _Duct 1 ' Duct Location Conditioned Attic(insulated walls and roofdeck) Percent Supply Area, _ -. _ ?� Percent Return Area 100 Dud Location Conditioned Space _PercentSupply_Area 0__ Percent Return Area 0 Duda Dud Location Conditioned Space Percent Supply Area Percent Return Area 0 Dud 4 Dud Location Conditioned Space PercentSupplyArea Percent Return Area 0 Dud 5 Dud Location Conditioned Space ___. _- Percent5upplyarea _ __ _ _,_ 0 j Percent Return Area - _ 0 — Duct i Duct Location Conditioned Space Percent5upp[yArea 0; Percent Return Area 0 HU'P► Grading r .���; ` ����.��' � � ��-� � � �»��� ; HVAC Grading Not Conducted- ffP�erZtt 70.42253521 10 Building Summary Property Organization Inspection Status Fields of Mattituck,Lot 4 Energy Testing Services Results are projected Southold,NY 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southold NY 11952 Platinum Initial House Design tNaterTD.istribution � WaterFpctureTYpe . _...__.. ._.._ : Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length 1ftj _ _- _,- 85 _ At Least R3 Pipe Insulation? Yes ___--- ______ —_ _ __._._--_-- . ._—_-_.. .__—. - .. __._. Hot Water Recirculation SysteTT -,No Recirculation System Pipe Loop Length[ft] 170 DraIW11 erHeat;Recovery? .. _._No,. Clothes Dryer 3.01 Fuel Type Electric Field Utilization Timer Controls ' Is Outside Conditioned Space No ClothesOryerAyalia6le_ _-.___ _..._:.... Yes Defaults Type HERS Reference Clothes Washer 400 kWh[Year- Annual Gas Cost $27.00 Gas Rate $1.09/Therm Capacity - — _ - _3-- Imef Defaults Type__:_ _ _ __ HERS Reference Load Type Front-load -.Loads Per Week,-_ _ _--_ _. 6 Is Outside Conditioned Space No Clothes Washer Available_- ..__ _- _ , _Yes, Dishwasher i< Dishwasher Defaults Type_ _,___ _ HERS.Reference. Dishwasher Size Standard Dishwasher Effioency_ __. .:,,.._ ._.._ _.__.:.. 467 kWh_-- _-__ Annual Gas Cost $33.12 __ _ "Elednc Rate Gas Rate $1.09/Therm Is Outside Conditioned Space -_--_ _ No_. Dishwasher Available Yes 11 Building 'Summary Property Organization Inspection Status Fields of Mattituck,Lot 4 EnergyTesting Services Results are projected Southold,NY 11952 Michael Caruso Model:WA 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of MattituckLot4 Southold NY 11952 Platinum Initial House Design Appliances and ControlsW , Programmable th'ermosta-0 _ .___ _ Yes Range/Oven Fuel Electric Convection No Induction Range? No Range/Oven_Outsrde.Conditioned$pace? _ _No _, _ _ __ _' _ _ , Refrigerator Consumption 691 kWh/Year RefrrgeratorOutsideConditloned5pace?_ -No MC0421 12 'Building Summary Property organization Inspection Status Helds.of Mattituck,Lot.4 Energy Testing Services Results are projected Southold,W-1 iM Michael Caruso Mo,,del:N/A 631-244-2bW community:Fields ofMattituck Builder Platinum Fields of Mattituck Lot 4 Southold NY,11952 Platinum initial House Design ,J General Bul I'd i 04 Information_z • T Number 4 Number Of Floors. 2 Conditioned FlodrArea(s 3 Has ElectricVehicle Ready Space No, Unconditioned`;attached garage?n 'Yes Conditioned Volume fcu.ftJ 38,061 Total Units in Building ResiclericeTyo Singlefamily detached ro Flo or s'in 9 d*n 9 _Flool'NurnUer JModel Community FildclsbfMattituck h ifAdt,2666L i e- IECC 2021 Climate Zone 4A `1117-.UUl11U42L1UJUVVa11 None Present MN ng— ;FdU`h-daUbK.-vv, a U lr,�Ytibf WN IrA None Present MY ,-j '151 None Present J MA i"', rMR,W1L_1J1FY11 ;'Afl None Present Building Summary Property Organization Inspection Status Fields of Mattituck;Lot 4 Energy Testing Services Results are projected Southold;NY`1'1952 Wchael6aruso Model:NIA 631244-2627 Community:Fields of Matituck Builder Platinum Fields of Mattituck Lot 4 Southold NY 11952. Platinum Initial House Design. i 7 Yr "'C B pM1 kk - rarr�etl Floor _ -1 r F .,�F e,<i,[ m �sy 4. rS"acw.,�_ (,, �-a<�,. �r {... - »i* ia-, •°L�°s;� Name UbraryType Carpet R Floor-Grade Surface Area Location Floor Over Basement 30(16/1'15)1t95?H I Above Grade`' 1,743.0ft' Uninsulatetl;Uncondrtionzd t3asenient Floor Over Garage 30(116I'l5)1495)H 7'" AboveGFade. 440.0ft' Unconditioned,attached Nth'Sfeetroek; garage q * 4 gk'"� gu 4 S k SKM te,p -Tr -E +r,,.�k Name Effective R-value 30(16111.5)1(95)H; 2B 923; 30(16111.5)1(95)H 29A07 Wi#b'Sheetrode6 � � ' °tip gf��,,tz,� �€f�� yr fi _ .� �-; �.;a ''P��i +�'s:4�<="':'dL -.��-§ rye{ .nn'#f r..`, r _ �" r � �.�' � x• Name Libraryllype Surface Area Location l BandJoist Ambient ki 5-4 50.0 ft'. Exposed Ezterioc BaridJoist;Garage'. R75 2&0ft?r Unsondi:ioned attachedgaiage. a,irjw T11T N #A . R�mxJoistLibr c 11arp Lq�st,� ( x ��k ;` •�iJ:i t�x G.:! , 1a'# 74 b+'''.l .J •�f.3, 'tt. Y ,�., { wE M.AYi.r t t F y—y'i£]'fr.i Nii�.5j� Name Effective Insulation Revalue, R15 15.00 R`15+3= 18.00 i a. Y r Nor e o"toy a a #' . r7s ie r* F dr r;.a ,� '+ 4 r p t 1 #t a �E°�r., f 'i: 5'�flt'$' a' s �^ k r t �k3 "-`� k " UJI I r, o- i '�.. +t+s .4:"t a'rf r.��� ui `,f '!�2 °r z?�'""+. `'. n•,<tTi Name LibraryType Surface Color SurfaceArea Location Ambient Wall; R'7 5+3(16/3:5)7(.5) Medium. 7 S:o ft' Exposed Exterior Basement5ta rs 13(16135}7C5)Kneegrall, Medium-; '315A,ft' Uninsulated Unconditioned Basement 2 Building Summary Property organization Inspection Status Flelds:of•Mattituckt Lot 4 Energy Testing services illesults are projected Southold NY 11 Michael Caruso Model:N/A 631344-26?7 community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southold NY 1195.2 Platinum Initial House Design, Name Library7ype Surface Color Surface Area Location Garage Wall• R7"506/36iX')(Garage); Medium 234.0 6P-' Unconditioned,attached garage 7v 't r571 wallbxaJry Lis# YOil Name EffectiveA-value "13(i6/33)1(5)ttneewail 10595 R15(16/3.5)1(5)(Garage), 12.524 Ri 5+3(1035)i(5)` 16:65+, its- yy h 4-,�.° ."enxr� 6: ' f4 Kjp -�S£ o- F SA > Name Library Type' Wall Foundation Wall Is Operable. Overhangg overhang Ft To "Overhang FtTo Orientation SurfaceA►ea Assignment A3signment Depth Top Bottom ff 1 n(Right)` 3030:, Ambient Wail Yes. '-5 0A 2A North ff.iw; `,3030 AmbientWall Yes' `1: 2.3 7-.5 West 61.7ft' IT l w> 30 30. Ambient Wall, Yes 1 2` 4.7, West 95 fe ff2e %3030,' 'AmbientWall Yes 13A 0.7 6 East 15:6fe ff3a,' 31)30; Ambient Wall Yes, 49' 0.5 48 East 411W fir 3e(front) 3030; Ambient Wall Yes 9.5- 05; 4.8 East 41.1 fe ff3.w(Read ' 30j30' Ambient Wall' " Yes 1f 2' 6,A West 41 1 fe sf 1 e �30}�0,' Ambient Wall" - Y25- 1 1 4.7 East 205 fe -sf 1 e `30 30. AmbientWall° Yes T 1 3:4 East 57 fY sf]n• ;30.30; Ambient Wall' Yes 0:8 3.7- 53. North 8.6ft= sflw ?030. 'AmbientWall Yes _ T 1 4.4 West 14.7fte sf 1 W 3030. Ambient Wall Yes 1" 1 2:9 West 6.8 W 5f1-W, -3030; Ambient Wall Yes 1 I 4A West 14.7fe i sf2,e; ;30,30. Ambient Wall Yes, 0.8 59• 90 East 27.0ft sf2,e: 3030. Ambient Wall Yes 0.8 5.9 10 East 27.0fe 3 Building Summary Property Organization Inspection Status Fields of Mattituck:Lot 4 Energy Testing Services Results are projected Southold,NY 11952 Michael-Caruso Model:N/A 631244-26'W Community:Fields of lvMattituck Builder Platinum Fields ofMattituck Lot 4 Southold NY11952 ;Platinum Initial House Design Name Library Type Wall Foundation Wall IsOPerable overhang Overhang,FtTo Overhang FtTo Orientation, Surface Area Assignment 'Assignment Depth Top Bottom sf2s(left) 3030 AmbientWall Yes 0.8 4.2 8.3 South 27:0ft' sf 2 w, 30 3.0 Ambient Wall Yes. 0:8' 4.8. 8.8 West 27.0 f t? E;;, P, a v$ z."3 q� In t= ?� •<.nr[ Glaz�n ,1 Aa Name Shgc L14actor 3030' 03; 0300 tt `' None Present i '4�4 " +' SI�yltghtlLibrar�}��Lisr �' �� " 1 r � '' .aV , None Present: if��-y 3`* �• "� . �` t u ,+. i� � T `4t�'a/QtueDoorRw a $� ��; °. Fi y t 1" • €.r x a%� `�:k' ,a � rya, # 1. A�;4 ci s ;.s,." 4r;, '.,, Name Library,Type WallAssigninent Foundation Wall Erhittance Solar Absorptance surface color Surface Area Location i Assignrnerrt Basement Door Fiberglass_Door; Basement Stairs 0.9. -075:: Medium 17.8W' Uninsulated Un_condttioned Front Door. Fiberglass Door: AmbientWall' •OJ5 Medium. 20.0fI4 ExposedExtenor c,•s;s i. r, , t y Ju- g tt rit f tf € s"r'� k Y xs2.` "s "'*,:3 ,�S�a .•`.�r�'b�" ,_,..#taa)yp,�xz -" '"'a °� ti " �Cj,ryryuQ..DQOr•I ��?PC„ nLlStg7} '�< k '�� ' `#.., 'w ;w 14 o- ,y`tF„�� �c,��"� �+ At�$ r:d^��$ * t ,[�;I'{�+,'•", '-k-s' :Er�. ,, "Sy "t jdy . �k `Name Effective R-value Fiberglass Door: 5.00 4 _ a .Building Summary Property organization Inspection.Status Fields of_Mattituck.Lot 4 Energy Testing Services Results are projected Southold,W 11952 Michael Caruso Model:N/A 631 244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southold NY 11952 Platinum \ Initial House Design, }fir .y /�f Roof Insuiati r Ain b t Name LibraryType Attic Exterior Area[ft') Clay or Concrete Roof Surface Color. Surface Area Location Tiles 2x10Roof SkR35(16P.5)1• 1,630! No, Medium, i;630:Oft' Vaulted Roof 2x.8 Roof V35:(16/7.5)(I) 858. tdo Medium 858.0 fr Vaulted Roof 71 r+. b i a Roof Insutati6hli raj List $<# :, . ���}�_p Name Has Radiant Barrier Effective R-value SA R35(16195)1, No 29.742. V35(16175)(1) No. 28.446 s xzl! ,yn rip - e :, §. iE r}: �•�: S 1}:: xca r `+'„ '{ �xr5 g u� t x^„ f^ -h" lk#�'"��' rti "Y3E Whole Hause fnf�ltratian � a 1 _ Infiltration Measurement Type Shelter Class 3 ACH at-50 Pa; Bloiver-door-tested 4 k?i� �,�•*g`w a'sX{,�.X,y"+;*'� .y,�.�tkl# .i�'t-.,, .vx& G aze.'4 aay t� §M•,. $^, ,F d,5`�, 9 € :'°`" is t'' ..�. i MechanatalNVen#iht�on t � § t„ � ;�1"< Y. � '9t #,t �§"` �i �i � �`�a#. � i� � Ir°*� �x' "��t '�i� r�i: VentilationType Vehtilation.Rate[f l operational hours Fan Watts Runsonceevery Energy Recovery Model Number Manufacturer Minute] perday three;hours; Percent Exhaust On[ 100'CFNI 20' 30 Watts Yes 0 J li v r #E"1# P4 4b Interior Fluorescent gb.lnterior LED Lighting 9b Exterior Fluorescent 4b Exterior LED Lighting 4 Garage Fluorescent 9b Garage LED Lighting Lighting Lighting Lighting 0' 100 0 100. 0 100 5 Building Summary Property organization Inspection Status Fields.of Mattituck.,Lot 4 Energy Testing SerVices Results are proj"d Southold,NY 11952 Michael Caruso Model:NIA 631-244-2627 community:Fields ofMattituck Builder. Platinum Fields of Maitt,ituck Lot4 Southold.,NY'l 1952 Plati I hum Initial House Design S 4r 0 �Q'$ diie ra + None Present Generation LWWA pmpt- %O ILIM nS '. 7 None Present M UgR-"Er'�Shy- Sal,ET 0 Wyk All K15$� NZ, None Present Eil A SI pll "' None Present Dilar"list None Present M ' M " WWhbW'Hd'U 'b Fan% � I LU 3� It . MN None Present �J"TPK I j j v Whole House Fan alnyf,,.� 1, None Present .Building Summary Property organization Inspection Status Fields pf.Mattituck,Lot 4 Energy Testing SerVices Results are projected Southold,W,11952 Michael'Caniso Model:N/A 63117244:26V Community:Fields of Mattituck Builder P16finum Fields of Mattituck Lot74 Southold NY 11952 :Platilnum Initial House Design 'w 0 mehti�," ', - V Name Library Type Serial Number Heating Percent Load Cooling.Percent Load Hot Water Percent Load' Location Cooling System I 24%463,Gw.P`' 0% Qficondition6cl Basement Coolin§System 2'f6 SEtR223k,(1614588551' OR! 50.56'. 006 Conditioned/Sealed Attic Heating Equipment' 85136 AFUE Boiler 120K,B8 100% 0% 0% Coriditioned Spke Water Heating W, 01, 160?6 Unconditioned Basement lCrawlspace 14, W�0 A WA, qpi e t V 'LK 44 4,1)1�6--SEER2,23K!(,�0795'885'5')4, 7 7 Fuel Type f Electric .......... Forced Kir ibi'sir&LIAR on' I MotorType PSC(Single Speed) Cooling Efficiency 16,SEER2 �.Eq!#likil Type," - Conditioner' FuelType Electric ontecl�Air 01!it 0mlyk F MotorType -PSC(Single Speed) 'A"d Cooling Efficiency. 16SEER2 Caolln Cap 7 =77-7�77� 7 01 Ty P,'e:'85,R/bAF VES6 i I bil�,,12- ypeL Fuel Type I QU __7 7 bistri ut! TY iverV(kadiariti, .0 -. -_ I—— ____A�`&b' b on y rx n Heating Efficiency 85AFUE Heating Capacity Use default EAF Y65 7 Building Summary Property Organization Inspection Status Fields of Matti tuck;Lot 4 EnergyTesting Services Results are projected Southold,NY 11952 Michael Caiuso Modeh N/A b31-244-2627 community:Fields of'Mattituck Builder Platinum Fields of,M6ttituckLof4 Southold NY 11952 Platinum Initial House Design I K Equprngnt�Typ Standard 4[11Bo�le�A 85 d �, EquipmentT.ype, _ Boller Fuel Type Oil Dist I.utiom ype Nydronicbehver y iRadiant). : Hot Water Efficiency 0.85 Energy Factor Tank CaPagty:C9a1740 € er D�sr�butioIt's ysternrt��' Dlstnbut+onType _.'- .. _ _ ..... ''ydronlc+Delrveryf(Radlant) +- _ __ . Heating Equipment Heatin.g Equipment Is All Eguipment Iq Cond�t�oned5pace_ ,,• _., ;.Y,,es, _ Leakage Default HERS Default Leakage 8 .wilding' Summary Property organization Inspection Status Fields of,Mattituck.Lot 4 Energy Testing Services ;Results are projected Southold,W 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields ofMattituckLot4 Southold NY1'1952 Platinum initial House Design t.JJSU4lV�! �•t� 1t11 rlM _$r€ * ' ., i Sr<a Forced Air Cooling Equipinent Cooling System 1 Sq FeetSenred 1'743 i Return Grilles t Return Duct-R Value - SupplyDuct Area[ft?] . 470 61 Return Duct Area-M21 87:J5 Total Leakage 69 CF-M25. Total Leakage Du cttestConditions Post Construction Use Default Fiow Rate YeS DUCC�1 - __ ._. -_.------ -. Duc-Eolca#ion Basement(insulated basement ceiling) Percent SupPiy'Area Percent Return Area '100 Duct'2 Duct Location Conditioned Space Percent SupplyArea Percent Return Area wo__ _ - Duct Duct locafion Conditioned.Space - - _ Percent Suppjy�Area _; ..<__ - _ :..- . _ .:___ _ ._..._ 'Percent Return Area. 0 - ___ __ __..__.... Duct Location Conditioned Space Percent Retum Area 0. Duets ' Duct.Location ;ConditionedSpace Pe ice ntSupply,Area _ .. _ 0 PercentReturn Area 0 - Duct-6 _ k Duct Location Conditioned Space _Percent Supply Area•_,..-s .___v_.____.._ ,_ ..-,_��__._�:_....�-:.�.__ _�.._.`_._ _. ..,___ .__.,.._..�_ percent Return Area• 0 9 Building Summary Property organization Inspection Status Fields of Mafti.tuck,Lot 4 Energy Testi ng Services :Results are projected Southold,NY 11952 Michael Carus'O Model:MIA. 6131-244-26N Community:Fields of Mattituck Builder Platinum Fields of Mattituck Loi4 Southold NY 11952 Plati-num Initial House Design V -Di's q u toni -ys ehi" 1 27— 2 PlAribu lob Type 'Forced Air, Cooli rig Eq uipment Cooling System 2 Sq Feet Served 1;767 �R ietu, m.Grilles Supply f)u.c,t R_Value-_ Return Duct R Value 8 xSupply.Duct AreaffeT, 477.09 Return Duct Area[fr)' 89.35 V 10 _ep.kaqe to Outdoors Total Leakage, 25 CFM25 4 a-i"Leaka 'Dbcftesf,Con i ions �'-Post-Construction_' Use Default Flow Rate Yes Duc t Duct Location Conditl6ned Attic(Insulated walls and roofdeck) Percent Supply Area reai-.- Percent Return Area 700 Duct 2 Duct Location Conditioned Space ' - Percent Supply Area _,.._ -j Percent Return Area .0 Duct 3" 7 -------- '7 6U.ct C6&I,o,n Conditioned I . Space Pqcent`-Suppl Percent Return Area. Duct 4 Duct Location -Conditioned Space Percent Return Area 0 Duct Location Conditioned Space Percent54OP-Y'Are Percent Return Area Duct Location Conditioned Space .PercentSU p Percent Return Area '0 Z: "s V -N� ITVA'tfd'��di r'SAA !-",v V , t -„T i Mlng 'N o- Cfm Per Watt 70.42253521' 10 ..Building Summary Property Organization Inspection Status Fields:of Mattituck,Lot 4 Energy Testing Services Results are projected sout fold,N'11952 MICKael-Cardso Model:,N/A 6311,244-1f5W Community:Fields of Mattituck Builder, Platinum Fields of Mattituck Lot 4 Southold NY,11952 Platinum Initial House Design �T t� WaterFix qr P Use Default Hot Water.Pipe Length No At Least R3 Pipe Insulation? Yes ------..------- ----- ------ -Hot, -Waifwk6a- I,-", Ro__ _J_ .!culat-ion�,�y�tem-?: ........- . Recirculation System PipeLoop'Length[ft] '11.70 Drain -- 0 -N M-11 43 N xv Clothes j, ry 4, n `!N 11" t), "S �-V "Z'k !-M Ffl�'fi W Ki 'Cal 3.01, Fue!Type 'Electiir Is Outside Conditioned Space, No: Clothes 'y 'Yes ........ befa6ItsTyp& HERS Reference ILA AnnualGasCost $27,00 Elect C_ate .Gas Rate $1.09Aherm C Y N SM,',ii"M,,OL-1�M�N Irnef ------- ---I Load Type Front-load Is Outside Conditioned Space No Clothes Washer.Avallable'. es .............. 6,1M,k W ODIN',' 'M N Disiwa sh b�fa-i-'7 f fit eT 4 IsRpel HERS Referertcep', DishwasherSize Standard. Dishwasher Efficiency 467 kWh, AhnualrGascost 'Electric Rate Gas Rate 0 I 11 - $1.09flherm Is Outside Conditioned Spa Dishwasher Available 7" Yes -Building Summary Property organization InspectionStatus Fields of Mattituck.Lot 4 Energy Testing SerVtces Results are projected So,,Ahoid,W-1 1952 Michael Caruso Model:.N/A 631-2i4 627 Community:Fields of Mattituck Builder PlAfln um Fields of Mattituck Lot 4 Southold NY 11952 Platinum Initial Hduse Design ,W Programmable thermostatsI Range/Oven Fuel Electric Convection©vend No,' Induction Range? No, RangelOven,OutsldeCondltionedSpace? No, Reffigerator Consurription 691 kWh/Year Refrigerator 6 id�uts e No', NU5, i'll 4 fAC0.4121. 12 Load Short Form Job: MC0421 ' Date: Feb 22nd 2024 Entire House By: Michael Caruso +4 Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 �roject,Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Design Information Htg Clg Infiltration Outside db (°F) .12 84 Method Blower door Inside db(°F) 70 75 Shielding stories 3 (partial)/2 Design TD (°F) 58 9 Pressure/ACH/AVF 50 Pa/3.0/1461 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/lb) 47 31 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow ` 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) System 1 1707 23474 20291 980 980 System 2 1633 23284 15596' 773 773 (Unconditioned) 2697 0 0 0 0 Entire House 6036 46758 35888 1753 1753 Other equip loads 0 0 Equip. @ 0.89 RSM 32012 Latent cooling 5089 TOTALS I 6036 I 46758 l 37100 I 1753 I 1753 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrf }l#SO 2024-Feb-2212:29:47 Right-Suite®Universal 202323.0.01 RSU3000B Page 1 ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Load Short Form Job: MC0421 Date: Feb 22nd 2024 System 1 By: , Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 i Design Information Htg Clg Infiltration Outside db (°F) 12 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (°F) 58 9 Pressure/AVF 50 Pa/ 1461 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/lb) 47 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade PERFORMANCE 16 SEER2 AC Model Cond 24SPA63OW00300 AHRI ref Coil FMA4X3000AL1 AHRI ref 207976299 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 43210 Btuh Sensible cooling 20580 Btuh Heating output 35000 Btuh Latent cooling 8820 Btuh Temperature rise 33 °F Total cooling 29400 Btuh Actual air flow 980 cfm Actual air flow 980 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Family Room 332 5274 3614 220 175 Kitchen 464 5057 8106 211 391 Master Bath 113 1564 255 65 12 M WIC 74 1891 228 79 11 Master Bedroom 313 3159 3454 132 167 Foyer 103 3234 1588 135 77 Dining Room 185 .2607 2922 109 141 Bath 48 687 71 29 3 Mudroom 74 0 55 0 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrghitsr�f 2024-Feb-22 12:29:47 Right-Suite®Universal 2023 23.0.01 RSU30008 Page "lea ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E System 1 1707 23474 20291 980 980 Other equip loads 0 0 Equip. @ 0.89 RSM 18100 Latent cooling 3594 TOTALS I 1707 I 23474 I 21693 I 980 I 980 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AIWI�,g�MtS�O�t 2024-Feb-2212:29:47 Right-Suite®Universal202323.0.01 RSU30008 Page / � ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Load Short Form Job: MC0421 Date: Feb 22nd 2024 {' G- System 2 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 , Project • • For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Design. • • Htg Clg Infiltration Outside db (°F) 12 84 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (7) 58 9 Pressure/AVF 50 Pa/ 1461 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/lb) 47 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade 15 SEER2 AC Model AFUE 85 Cond GA5SAN42400WA0 AHRI ref Coil FMU4Z2400AL1 AHRI ref 207958855 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 30864 Btuh Sensible cooling 16240 Btuh Heating output 25000 Btuh Latent cooling 6960 Btuh Temperature rise 29 °F Total cooling 23200 Btuh Actual air flow 773 cfm Actual air flow 773 cfm Air flow factor 0.033 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure b.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.91 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) M2 WIC 101 2604 546 86 27 Master Bedroom 2 257 3067 3312 102 164 M2 Bath 155 3064 1109 102 55 Bedroom 3 179 2732 3311 91 164 B3 WIC 35 541 87 18 4 Bath 2 54 753 362 25 18 Hallway 131 0 0 0 0 Bedroom 2 182 2589 3228 86 160 B2 WIC 48 748 115 25 6 Laundry47 208 353 7 17 Bonus Room 445 6977 3174 232 157 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. uVrigh oft- 2024-Feb-22 12:29:47 Rig ht-Suite®Universal202323.0.01 RSU3000B Page ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E System 2 1633 23284 15596 773 773 Other equip loads 0 0 Equip. @ 0.89 RSM 13912 Latent cooling 1495 TOTALS I 1633 I 23284 I 15407 I 773 I 773 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L WTiglft#SO>Ft" 2024-Feb-2212:29:47 Right-Suite®Universal202323.0.01 RSU30008 Page ACCA ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJB Front Door faces: E Building Analysis Job: MC0421 r Y Date: Feb 22nd 2024 a Entire House By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 J Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature ('F) 70 75 Elevation: 67 ft Design TD (7) 58 9 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 46.8 30.6 Dry bulb(°F) 12 84 Infiltration: Dailyrange (°F) - 18 ( M ) Method Blower door Wet bulb(°F) - 71 Shielding/stories 3 (partial)12 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/3.0/1461 cfm Component Btuh/ft2 Btuh %of load Walls 2.1 11219 24.0 Glazing 15.4 7172 15.3 Will Doors 1.4 334 0.7 Ceilings 2.1 5258 11.2 Floors 0 0 0 Infiltration 2.2 9811 21.0 Ducts 12964 27.7 Piping 0 0 Humidification 0 0 aaang Ventilation 0 0 Irfilbaticn Adjustments 0 ai,a Total 1 1 467581 100.01 filings iftwe- • Component Btuh/ft2 Btuh %of load Walls 0.4 2066 5.8 VW Glazing 16.8 7864 21.9 Doors 0.5 126 0.4Goi Ceilings 0.6 1609 4.5 IrbA Girs Floors 0 0 0 Infiltration 0.2 706 2.0 Ducts 8926 24.9 Ventilation 0 0 Clts Internal gains 14590 40.7 Calirgs Blower 0 0 Adjustments 0 Total 35888 100.0 DiJs Latent Cooling Load =5089 Btuh Overall U-value=0.133 Btuh/ftZ-'F, Window/Floor Area =7.7% Data entries checked. 2024-Feb-22 12:29:47 "�- Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Building Analysis Job: MC0421 Y Date: Feb 22nd 2024 System 7 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information', For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US Indoor temperature (T) 70 75 Elevation: 67 ft Design TD (T) 58 9 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 46.8 30.6 Dry bulb(T) 12 84 Infiltration: Dailyrange (T) - 18 ( M ) Method Blower door Wet bulb(°F) - 71 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/1461 cfm • Component Btuhfft2 Btuh % of load Walls 3.3 5125 21.8 Glazing 17.4 4650 19.8 Wil Doors 16.8 334 1.4 � Ceilings 2.4 1266 5.4 Floors 0 0 0 Infiltration 3.1 4761 20.3 Ducts 7338 31.3 Piping 0 0 J I Humidification 0 0 Gazing Ventilation 0 0 Adjustments 0 p� Ir6llr-on Total 23474 100.0 87fings • • Me Component Btuh/ft2 Btuh % of load Walls 0.6 944 4.7 Val Glazing 18.9 5041 24.8 Doors 6.4 126 0.6 'Gay Ceilings 0.7 388 1.9 lrbTd Cirs Floors 0 0 0 Infiltration 0.2 343 1.7 Ducts 5015 24.7 Ventilation 0 0 Internal gains 8435 41.6 Qh3 Blower 0 0 Adjustments 0 Total 1 1 202911 100.0 fps Latent Cooling Load =3594 Btuh Overall U-value =0.095 Btuh/ft2-°F, Window/Floor Area=15.6% Data entries checked. vVi lglttSOTt` 2024-Feb-2212:29:47 ^--• Right-Suite(B)Universal202323.0.01 RSU30008 Page 2 ...Fields of Mattituck Lot 4 Southold NY 11952.ruP Calc=MJ8 Front Door faces: E Building Analysis Da e: MC04Feb 21 2024 System 2 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • • For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Design Conditions Location: Indoor: Heating Cooling Westhampton Gabreski, NY, US' Indoor temperature (T) 70 75 Elevation: 67 ft Design TD (T) 58 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 46.8 30.6 Dry bulb(T) 12 84 Infiltration: Dailyrange (TF) - 18 ( M ) Method Blower door Wet bulb(T) - 71 Shielding/stories 3 (partial)/2' Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/ 1461 cfm Heating Component Btuh/ft2 Btuh % of load Walls 3.7 6094 26.2 Glazing 17.4 2522 10.8 v\hl Its Doors 0 0 0 Ceilings 2.4 3992 17.1 Floors 0 0 0 Infiltration 3.1 5051 21.7 Ducts 5625 24.2 Piping 0 0 Humidification 0 0 Qadng Ventilation 0 0 Irfiltraticn Adjustments 0 Total 23284 100.0 OiI'� to Wee • Component Btuh/ft2 Btuh % of load Walls 0.7 1122 7.2 V\Al Glazing 19.5 2823 18.1 Doors 0 0 0 Qa� Ceilings 0.7 1222 7.8 Ui3TdGirs Floors 0 0 0 Infiltration 0.2 364 2.3 Ducts 3911 •25.1 Ventilation 0 0 Ca1il�gs Internal gains 6155 39.5 Irfiltra5al ij Blower 0 0 Adjustments 0 Total 1 1 155961 100.0 D�ds Latent Cooling Load = 1495 Btuh Overall U-value=0.211 Btuh/ft--°F, Window/Floor Area=8.9% Data entries checked. -{jk- y`yr jg}• ,ppx- 2024-Feb-2212:29:47 ^- - - Right-Suite®Universal202323.0.01 RSU30008 Page3 C� ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJB Front Door faces: E Pro ect Summa Job: Feb 221 � � Date: Feb 2nd 2024 pr, ,`�, ' Entire House , By: Michael Caruso t , �7�t. - e•''i�z "= Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Notes: HERS Rater#7960376 Desicin Information Weather: Westhampton Gabreski, NY, US Winter Design Conditions 'Summer Design Conditions Outside db 12 °F Outside db 84 °F r Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 33794 Btuh Structure 26961 Btuh Ducts 12964 Btuh Ducts 8926 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46758 Btuh Use manufacturer's data n Rate/swing multiplier. 0.89 Infiltration Equipment sensible load 32012 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/ACH/AVF 50 Pa/3.0/1461 cfm Structure 3353 Btuh Ducts 1736 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 3339 3339 .Equipment latent load 5089 Btuh Volume (ft3) 29222 29222 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 37100 Btuh Equiv.AVF (cfm) 154 70 Req.total capacity at 0.70 SHR 3.8 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. rgl r#s®f[" 2024-Feb-22 12:29:47 w^ �w- Right-Suite®Universal202323.0.01 RSU30008 Pagel ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Project Summary w Job: MC0421Date: Feb 22nd 2024 r` System 1 v�B . Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Proiect Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 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 75 'F Design TD 58 °F Design TD 9 'F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16136 Btuh Structure 15276 Btuh Ducts 7338 Btuh Ducts 5015 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 23474 Btuh Use manufacturer's data n Rate/swing multiplier -0.89 Infiltration Equipment sensible load 18100 Btuh Method Blower door Latent Cooling.Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa�1461 cfm Structure 2605 Btuh Ducts 989 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ft2) 1707 1707 Equipment latent load 3594 Btuh Volume (ft3) 16159 16159 Air changes/hour 0.28 0.13 Equipment Total Load (Sen+Lat) 21693 Btuh Equiv.AVF (cfm) 75 34 Req.total capacity at 0.70 SHR 2.2 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade PERFORMANCE 16 SEER2 AC Model Cond 24SPA63OW00300 AHRI ref Coil FMA4X3000AL1 AHRI ref 207976299 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 43210 Btuh Sensible cooling 20580 Btuh Heating output 35000 Btuh Latent cooling 8820 Btuh Temperature rise 33 °F Total cooling 29400 Btuh Actual air flow 980 cfm Actual air flow 980 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A-F wralghtsoft� 2024-Feb-2212:29:47 �••-• Right-Suite®Universal 2023 23.0.01 RSU30008 Page 2 ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E - Project Summary Job: MC0421 Summary Date: Feb 22nd 2024 l System 2 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Proiect Information' For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 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 75 °F Design TD 58 °F Design TD 9 °F Daily range M Relative humidity 50 % Moisture difference 31 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17658 Btuh Structure 11685 Btuh Ducts 5625 Btuh Ducts 3911 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humid fication 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 23284 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 13912 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 ( artial)/2 Pressure/AVF 50 Pa P1461 cfm Structure 748 Btuh Ducts 747 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1633 1633 Equipment latent load 1495 Btuh Volume (ft3) 13063 13063 Air changes/hour 0.36 0.17 Equipment Total Load (Sen+Lat) 15407 Btuh Equiv.AVF (cfm) 79 36 Req.total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Carrier Trade Trade 15 SEER2 AC Model AFUE 85 Cond GA5SAN42400WA0 AHRI ref Coil FMU4Z2400AL1 AHRI ref 207958855 Efficiency 85 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 30864 Btuh _ Sensible cooling 16240 Btuh Heating output 25000 Btuh Latent cooling 6960 Btuh Temperature rise 29 °F Total cooling 23200 Btuh Actual air flow 773 cfm Actual air flow 773 cfm Air flow factor 0.033 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 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr7gl6fC 2024-Feb-2212:29:47 Right-Suite®Universal202323.0.01 RSU30008 Page3 ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: MC0421 e� Date: Feb 22nd 2024 System Stelll 7 By: Michael Caruso as Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O, Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.194/0.056 in H2O 0.194/0.056 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 980 cfm 980 cfm Total effective length (TEL) 411 ft SupplyDetail, • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath h 687 29 3 0.064 4.0 Ox 0 ShMt 68.5 235.0 st3 Dining Room c 2922 109 141 0.061 8.0 OX 0 ShMt 61.8 255.0 st3 Family Room h 2637 110 87 0.062 7.0 OX 0 ShMt 42.3 270.0 st3 Family Room-A h 2637 110 87 0.064 7.0 Ox 0 ShMt 30.5 270.0 st3 Foyer h 3234 135 77 0.061 8.0 Ox 0 ShMt 48.5 270.0 st3 Kitchen c 2703 70 131 0.063 8.0 Ox 0 ShMt 63.8 245.0 st3 Kitchen-A C 2702' 70 130 0.061 8.0 OX 0 ShMt 56.5 260.0 st3 Kitchen-B c 2702 70 130 0.061 8.0 Ox 0 ShMt 46.0 270.0 st3 M Wlc h 1891 79 11 0.064 6.0 Ox 0 ShMt 34.5 270.0 st3 Master Bath-A h 1564 65 12 0.066 6.0 Ox 0 ShMt 24.5 270.0 st3 Master Bedroom c 1727 66 83 0.063 6.0 Ox 0 ShMt 39.3 270.0 st3 Master Bedroom-A c 1727 66 83 . 0.061 6.0 OX 0 ShMt 46.5 270.0 st3 Mudroom c 55 0 3 0.066 4.0 OX 0 ShMt 66.5 225.0 st3 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 980 -980 0.061 678 15.1 8 x 26 ShtMetl st1 st1 Peak AVF 980 980 0.061 678 15.1 8 x 26 ShtMetl Bold/Italic values have been manually overridden 2024-Feb-2212:29:47 Right-Suite®Universal 2023 23.0.01 RSU30008 Pagel ..Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E 1 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diann H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 12x 38 980 980 92.8 0.061 555 18.0 Ox 0 ShMt , w r.ig1 ti#soft-° 2024-Feb-22 12:29:47 Right-Suite®Universal 202323.0.01 RSU30008 Paget ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: MC0421 Date: Feb 22nd 2024 r till, System 2 By: Michael Caruso `} Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.206/0.044 in H2O 0.206/0.044 in H2O Lowest friction rate 0.067 in/100ft 0.067 in/100ft Actual air flow 773 cfm 773 cfm Total effective length (TEL) 375 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk 62 WIC h 748 25 6 0.072 4.0 Ox 0 ShMt 29.8 255.0 st6 B3 WIC h 541 18 4 0.069 4.0 Ox 0 ShMt 17.5 280.0 st6 Bath 2 h 753 25 18 0.069 4.0 Ox 0 ShMt 21.8 275.0 st6 Bedroom 2 C 3228 86 160 0.067 8.0 Ox 0 ShMt 18.5 290.0 st6 Bedroom 3 c 3311 91 164 0.068 8.0 OX 0 ShMt 27.8 275.0 st5 Bonus Room h 3489 116 79 0.073 7.0 OX 0 ShMt 37.8 245.0 st6 Bonus Room-A h 3489 116 79 0.071 7.0 Ox 0 ShMt 43.3 245.0 st6 Laundry c 353 7 17 0.073 4.0 OX 0 ShMt 18.5 265.0 st6 M2 Bath h 3064 102 55 0.068 7.0 Ox 0 ShMt 39.5 265.0 st5 M2 WIC h 2604 86 27 0.071 6.0 Ox 0 ShMt 44.3 245.0 st5 Master Bedroom 2 c 3312 102 164 0.070 8.0 Ox 0 ShMt 40.8 255.0 sty SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st6 Peak AVF 392 363 0.067 588 10.5 8 x 12 ShtMetl st2 st2 Peak AVF 773 773 0.067 632 13.6 8 x 22 ShtMetl st5 Peak AVF 381 410 0.068 615 10.7 8 x 12 ShtMetl st2 Bold/italic values have been manually overridden 1IV rl91ht50ft" 2024-Feb-22 12:29:47 rti' �.®.. ..,, �.��-. ' Right-Suite®Universal202323.0.01 RSU30008 Page3 + ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Table,Return Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 12x 30 773 773 66.3 0.067 554 16.0 Ox 0 ShMt I 411- wv right�sofx-' 2024-Feb-22 12:29:47 4 ...1.,..„.„.� _:.,,wp Right-Suite®Universal202323.0.01 RSU30008 Page ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: MC0421 Date: Feb 22nd 2024 System 1 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 20291 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.4°F Latent gain: 3594 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 23885 Btuh Indoor RH: 50% Estimated airflow: 980 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24SPA630W00300+FMA4X3000AL1 Actual airflow: 980 cfm Sensible capacity: 23893 Btuh 118% of load Latent capacity: 6219 Btuh 173%of load Total capacity: 30112 Btuh 126%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 11.9°F Heat loss: 23474 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: Actual airflow: 980 cfm Output capacity: 35000 Btuh 149% of load Meets all requirements of ACCA Manual S. 'W rightSOft- 2024-Feb-22 12:29:47 ,sue. u.. ,,...o +•-•,» Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 AC ...Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E i Manual S Compliance Report Job: MC0421 Date: Feb 22nd 2024 System 2 By: Michael Caruso Energy Testing Services 1648 Locust Ave Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project For: Platinum Fields of Mattituck, Lot 4, Southold, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.2°F Sensible gain: 15596 Btuh Entering coil DB: 76.6°F Outdoor design WB: 71.4°F Latent gain: 1495 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.07 Total gain: 17091 Btuh Indoor RH: 50% Estimated airflow: 773 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: GA5SAN42400WA0+FMU4Z2400AL1 Actual airflow: 773 cfm Sensible capacity: 19057 Btuh 122% of load Latent capacity: 3925 Btuh 263% of load Total capacity: 22983 Btuh 134% of load SHR: 83% Heating, EquJpment Design Conditions Outdoor design DB: 11.9°F Heat loss: 23284 Btuh Entering coil DB: 68.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Generic Model: AFUE 85 Actual airflow: 773 cfm Output capacity: 25000 Btuh 107%of load Meets all requirements of ACCA Manual S. vV l" 2024-Feb-22 12:29:47 y,w,•,... rr.«. Right-Sufte®Universal 2023 23.0.01 RSU30008 Page 2 ,rr�s 9 Fields of Mattituck Lot 4 Southold NY 11952.rup Calc=MJ8 Front Door faces: E a Residential Plans _ Review • Form rm RIPER I for HVAC System Design (Loads, Equipment, Ducts) 15 Mar 09 Ju Crf!6y4VCtfz:.V,irl tmorz Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Fields of Mattituck, Lot 4, System 1 IHVAC • •D CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces East Indoor temperature: 70 °F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 23474 Btuh Number of bedrooms: 1 Conditioned floor area: 1707 ft2 Summer Design Conditions Number of occupants: 5 Outdoor temperature: 84 °F Indoor temperature: 75 °F Windows Rixt Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 22748 Btuh Internal shade: blinds E a e Blinds,drapes,etc. Latent heat gain: 4029 Btuh oeplh 4VtF� u Total heat gain: 26777 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type: Oil boiler Equipment type: Split AC Heating cfm: 980 umace,Healpump,Boiler,etc. it Conditlo er,Heat pump,etc. Cooling Cfm: 980 Model: Generic Model: Carrier Static pressure: 0.60 in H2O 24SPA630W00300+FMA4X3000AL1 Fan's rated external static pressure for design airflow Heating output capacity: �5000 .Btuh Total cooling capacity: 30112 Btuh Heat pumps-capacityatvnnterdesignout oor conditions Sensible cooling capacity: 23893 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 6219 Btuh i IHIVAC DUCT DISTRIBUTION SYSTEM DESIGN ( .1 Design airflow: 980 cfm Longest supply duct: 319 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 93 ft Trunk duct: Sheet metal Total device`pressure losses: -0.3 in H2O Total effective length,(TEL): 411 ft Available static pressure(ASP): 0.25 in H2O Friction rate: p.A1 in/100ft Branch duct: Sheet metal Friction R ate=ASP-(T EL x I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist �'wrig?Ytsoft" ^• - Right-Suite®Universal202323.0.01 RSU30008 Residential Plans ExaminerReview • Form �� • - - • (Loads, RIPER 1 15 Mar 09 Pir'Aia,'Ov Olt" dAro'ia Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): Fields of Mattituck, Lot 4, System 2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 12 °F Orientation: Front Door faces East Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 23284 Btuh Number of bedrooms: 3 Conditioned floor area: 1633 ftz Summer Design Conditions Number of occupants: 0 Outdoor temperature: 84 °F Indoor temperature: 75 'F Windows Rrrt Grains difference: 31 gr/lb @50% RH Eave overhang depth: 1.0 ft Sensible heat gain: 17485 Btuh Internal shade: blinds Blinds,drapes,etc. Latent heat gain: 1676 Btuh -Depth wli46w. Total heat gain: 19161 Btuh Number of skylights: 0 SELECTIONHVAC EQUIPMENT 41 Heatina Equipment Data Cooling Equipment Data Blower Data Equipment type: Oil boiler Equipment type: Split AC Heating cfm: 773 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 773 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE 85 GA5SAN42400WA0+FMU4Z2400AL1 Fan's rated external static pressure for design airflow Heating output capacity: �5000 Btuh Total cooling capacity: 22983 Btuh Heat pumps-capacity at winter design ou oor conditions Sensible cooling capacity: 19057 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 3925 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 773 cfm Longest supply duct: 309 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 66 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 375 ft Available static pressure(ASP): 0.25 in H2O Friction rate:Friction Rate=ASP a(TEL x 0. 7 in/100ft Branch duct: Sheet metal 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 wr-igtatsofit:�' =� Right-Suite®Universal202323.0.01 RSU30008 L N Level 1 18" 7„ 26x8 6x8 Basement 4' I 8" 4„ 6. 8'� 6, 6" 6" Job#: MC0421 Energy Testing Services Scale: 1 : 126 Performed by Michael Caruso for: Page 1 Platinum 1648 Locust Ave Unit E Right-Suite®Universal 2023 Fields of Mattituck,Lot 4 Bohemia,NY 11716 I 23.0.01 RSU30008 Southold,NY 11952 Phone:631-244-2627 License:7960376 2024-Feb-22 12:29:57 www.energytestingservices.com mcaruso@energytestingservice: ...tuck Lot 4 Southold NY 11952.rup i; N t r Level 2 131 cfm 0-130 cfm 130 cfm—E 0-110 cfm ®.110 cfm Family Room Kitchen Stairs 980 cfm Mudroom Master Bath Garage —3 cfm Foyer Dining Room 135 cfm Master Bedroom E-65 cfm Bath 29 cfm—® 0-141 cfm M WIC 83 cfm 1&83:cfm ®--'79 cfm 1 Job#: MC0421 Energy Testing Services Scale: 1 : 126 Performed by Michael Caruso for: Page 2 Platinum 1648 Locust Ave Unit E Right-Suite®Universal 2023 Fields of Mattituck,Lot 4 Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11952 Phone:631-244-2627 License:7960376 2024-Feb-22 12:29:57 www.energytestingservices.com mcaruso@energytestingservice ...tuck Lot 4 Southold NY 11952.rup N Level 3 164 cfm 25 cfm 18 cfm T cfm Bedroom 3 B3 WIC M2 Bath 8" 116 cfm Stairs 2 7 4" Bath 2 4 7 122 x 8 161, Hallway G 773 cfm M2 WIC 4" Bonus Room Laundry g 17 cfm OTB 8 7^ 4 Master Bedroom 2 8 Bedroom 2 B2 WIC 86 cfm 116 cfm 25 cfm 160 cfm 164 cfm i Job#: MC0421 Energy Testing Services Scale: 1 : 126 Performed by Michael Caruso for.: Page 3 Platinum 1648 Locust Ave Unit E Right-Suite®Universal 2023 Fields of Mattituck,Lot 4 Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11952 Phone:631-244-2627 License:7960376 2024-Feb-22 12:29:57 wvvw.energytestingservices.com mcaruso@energytestingservice tuck Lot 4 Southold NY 11952.rup New York ECCC 2020 UA Compliance Property Organization Inspection Status Fields of Mattituck,Lot 4 Energy Testing Services Results are projected Southold,NY 11952 Michael Caruso F E B 2 8 2024 Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southo Platinum tiewn of d, oi,Ahold 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 64.7 85.0 Above-Grade Walls 199.9 214.4 Windows,Doors and Skylights 138.3 125.9 Slab Floor: 0.0" 0.0 Framed Floors 102.6 75.2 Foundation Walls 0.0 0.0 Rim Joists 3.5 3.S Overall UA(Design must be equal or lower): 509.0 504.0 Requirements R402.1.5- Total UA alternative compliance passes'by 1.0%. The proposed home meets the UA`requirementby 1.0% 4023.2 Average SHGC:0.30 Max SHGC:0.40 Average SHGC of 030 is greater than the maximum of 0.40. R402.41.2 Air LeakageTesting Air sealing is 3.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R402.S Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is[No Limitl. R402.5 Area-weighted average fenestration'U-Factor R404.1 Lighting Equipment At least 90.0%of fixtures shall be high-efficacy lamps,currently 100.0%are high-efficacy. ® R403.6.1 Mechanical Ventilation Efficacy ® Mandatory Checklist Mandatory code requirements that are not checked New York 2020 Mandatory Requirements must be checked as complete. by Ekotrope must be met. 114016. Mechanical:Venfilation Rate `r R4033.4 Dud Leakage Testing ® R4035.3 Hot water pipe insulation Hot water pipes at least 3/4 in diameter must be insulated to R-3 at minimum. Design exceeds requirements for New'York ECCC 2020 Prescriptive compliance by 1%. Name: Michael Caruso Signature: GC,).u.6* Organization: Energy Testing Services Digitally signed: 2/22/24 at 12:40 PM Ekotrope RATER-Version 4.2.1.3343 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 Fields of Mattituck,Lot 4 Energy Testing Services Results are projected Southold,NY 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot Southo Platinum Initial House Design General Building Information Conditioned Area(sq ft) 3,485 Conditioned Volume(cubic ft) 38,061 Insulated Shell Area(sq ft) 8,511 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energyfeatures will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor Name:Floor Over Basement (1,743 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Name:Floor Over Garage (440 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade:I Foundation Wall None Present Above Grade Wall Name:Ambient Wall(3,215 s.f.) R-3 continuous insulation,R-15 cavity insulation Insulation Grade:I Name:Garage Wall(234s.f.) R-0 continuous insulation,R-15 cavity insulation Insulation Grade: 1 r Energy Code Inspection Checklist Property Organization Inspection Status Fields of Mattituck,Lot 4 EnergyTesting Services Results are projected Southold,NY 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southo Platinum Initial House Design Name:Basement Stairs (315 s.f.) R-0 continuous insulation,R-13 cavity insulation Insulation Grade:I Rim Joist Name:Band Joist Ambient (50 s.f.) R:18.00 Name:Band Joist Garage(26 s.f.) R:15.00 Ceiling/Roof Name:2x8 Roof(858 s.f.) R-0 continuous insulation,R-35 cavity insulation Insulation Grade:I Name:2x10 Roof(1,630 s.f.) R-0 continuous insulation,R-35 cavity insulation Insulation Grade:I Opaque Door Name:Front Door(20 s.f.) R:5.00 Name:Basement Door 0 7.8 s.f.) R:5.00 Glazing Name:ff 3 e(Front)(41.1 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:ff 2 e(15.6 s.f.), U:0.300, SHGC:0.3, Orientation:EAST 2 r Energy Code Inspection Checklist Property Organization Inspection Status Fields of Mattituck,Lot 4 Energy Testing Services Results are projected Southold,NY 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southo Platinum Initial House Design Name:ff3 e(41.1 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 2 e(27 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 1 e(20.5 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 2 e(27 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:sf 1 e(5.7 s.f.), U:0.300, SHGC:0.3, Orientation:EAST Name:ff 1 n(Right)(5.4 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH Name:sf 1 n(8.6 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH Name:ff 3 w(Rear)(41.1 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:ff 1 w(61.7 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:ff 1 w(9.5 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 1 w(14.7 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 2 w(27 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 1 w(6.8 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 1 w(14.7 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 2 s(Left)(27 s.f.), U:0 300, SHGC:0.3, Orientation:SOUTH Skylight 3 None Present Energy Code Inspection Checklist Property Organization Inspection Status Fields of Mattituck,Lot 4 Energy Testing Services Results are projected Southold,NY 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southo Platinum Initial House Design Mechanical Ventilation Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type:Exhaust Only,20 hrs/day,30 Watts Mechanical Equipment Heating Equipment•Oil•100%Heating Load @ 85 AFUE Cooling System 1 •Electric•50%Cooling Load.@ 16 SEER2 Cooling System 2•Electric•50%Cooling Load @ 16 SEER2 Water Heating •Oil•100%Hot Water Load @ 0.85 Energy Factor Air Leakage Control Test Status:Blower-door tested House is air-sealed as to achieve 1,903 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. 4 _r Energy Code Inspection Checklist Property organization Inspection Status Fields of Mattituck,Lot 4 Energy Testing Services Results are projected Southold,NY 11952 Michael Caruso Model:N/A 631-244-2627 Community:Fields of Mattituck Builder Platinum Fields of Mattituck Lot 4 Southo Platinum Initial House Design Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as:69 CFM @ 25Pa(3.96/100 ft) Total Leakage specified as:25 CFM @ 25Pa(Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage to Outside specified as:25 CFM @ 25Pa(1.41/100 fe) Total Leakage specified as:25 CFM @ 25Pa(Post-Construction) 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 ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018,&2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. Note:IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes MC0421 5 z Y .. Q . (r C r' • . r 1 - JUN i 2025 ' Build of ing De rtme • npa .. _ Southold }5(yir !� '� _ I, �t+�1���4 �`7f7,�-mow.•`�_ �,__ ' A E 4M.ft � s a I ie $6 y"l � �l: '` �♦ ;i s� .�t to ��� �t `« t � h ,� jo /rrr/rr rrrrrrrrrr������ rrrur�risr//i/r !t!li�11li!l�1�1�/1r � f tall its% '� ''�_ 4,..�st•_y_ y''�s;j'-rr- .+a L _�4 ri�. � y .. rh ShL NIP1 _ .111�! 11�1Nrrrr! �rl 44, �i� �� � ,1 ' 'i ,. •� any '.V. �. hit 1 r N _` t//tt/t//t/ttt//t////tt/t///,////IIOOlIn'Islpu u�li.�'t'I111Ol111 uun u�lruunrrru rWo/tt///tt .�.• reti fly' tl�' .Moll r 1�hh1}t,1'� sl'N � � u ieR!ap _ -J ELD INSPECTION REPORT DATE T— COMMENTS (J7 FOUNDATION (IST) ------------- cn FOUNDATION (2ND) ona- Oveoo ROUGH FRAMING& PLUMBING r A cod n ol&k,,o aJ--A- pox zoe wkuk, ol.,VIL. jplouk6 i I A ,K-ll &rcoZ. Wdl � I rl 4 lot oj nsul ,frAj!;ofxv. lgdr F INSULATION PER N.Y. STATE ENERGY CODE ^LA rusulfs- 0 Ate, ----- FINAL ADDITIONAL COMMENTS 0 o z m 4r as OCCA-p Q C PK OrN n� m 9 - CA\ rA 'oOFFock�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 ao, Telephone (631) 765-1802 Fax (631) 765-9502 https://www.soutlioldtownn.gov Date Received APPLICATION FOR BUILDING PERMIT E C W E For Office Use Only PERMIT NO. 565ikq Building Inspector: F E R 2r 2024 Applications and forms must be filled out in their entirety. Incomplete Scfflcib-,g i13ept9"'a9R((?%t applications will not be accepted. Where the Applicant is not the owner,an Town Of'Southold Owner's Authorization form(Page 2)shall be completed. Date:February 23, 2024 OWNER(S)OF PROPERTY: Name:Brooklyn Timber LLC SCTM#1000-106.00-08.00-058.000 Project Address:2820 Stanley Road, Mattituck NY, 11952 Phone#:917-626-2996 Email:monumentalproperty_@yahoo.com Mailing Address:3080 Route 112 Suite B, Medford NY, 11763 CONTACT PERSON: Name:Christopher F. Dwyer Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:cdwyer@Ikma.com DESIGN PROFESSIONAL INFORMATION: Name:Robert A. Steele,_P.E., Executive Vice President, L.K. McLean Associates,--E.—C.— Mailing Address:437 South Country Road, Brookhaven, NY 11719 Phone#:631-286-8668 Email:rsteele@lkma.com CONTRACTOR INFORMATION: Name:Oasis at Mattituck Corp. Mailing Address:3080 Route 112, Suite C, Medford, NY 11763 Phone#:631-767-4807 Email:peter@modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes El No Will excess fill be removed from premises? ®Yes El No 1 PROPERTY INFORMATION Existing use of property:Vac v Intended use of property: Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC �� this property? RYes ❑No IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional is responsible.for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: 46 Date: - '— '` STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 / �_,` 23r day of Ee-t � ,20 2y CU..tlYy�.. Oe Notary Public CHRISTINE L.BELSON NOTARY PUBLIC, State of New York No.61BESN7003 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County COmmissfoh EXPires-October 27;202T-(Where the applicant is not the owner) I, •t.�t o*t_. residingat 161-oa/a Christopher F. Dwyer (LKMA) do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Vh.�.�C� h�� Print Owner's Name 2 RD E C E " V E AUG - 6 2024 BUILDING DEPARTMENT- Electrical Inspector Gy1:4 TOWN OF SOUTHOLD Building Department c - Town Hall Annex- 54375 Main Road - PC 'o'3c°f1 "tt1old Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr -southoldtownny.gov - seand a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: _ a,S , w- 1-T Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 �dl request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: Tz�;v` rS- Address: ` $ { 4 ; Cross Street: ci Phone No.: BIdg.Permit#: ,5 f)5 iL4 4 5DrD 16 email: Tax Map District: 1000 Section: Block: % Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): hw-Ze c6e1I nn ) Zoo -A 0(3 se"1 ce, --,-Poo 1 Square Footage: 13—a771 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ZRough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service SizeYPh❑3 Ph Size: cl, O A #Meters_ Old Meter# UfNew Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect E�Underground❑Overhead # Underground Laterals V1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Se,�rrcIL .: :. SaEO[/r�oG a y� BUILDING DEPARTMENT-Electrical Inspector y z TOWN OF SOUTHOLD oy �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # 17 Date U yti 2024 Customer Name Electrician Name CC; Address Phone e-mail a-mail l @C • C Phone 95 01 d License# _fit Size goQ A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificatio id for 90 days from the dat above. Authorized by r #- 5051�I j APA 2 9 U � • � V > 21 Frowein Road Center Moriches NY t 1934 ? A 631-874-2098 info@puccioelectriccorp.com A Job Name& S15 CK Address S ( �► y' Qty POOL/Spa AC UNITS 3 Pool Lights SEPTIC LINE Switches EXHAUST FAN Pump FAN SPEED CONTROL J Outlets CEILING FANS CFI's HI HATS CWGfv) Timer LIGHTS L Breaker(s) (D OUTDOOR LIGHTS Sub Panel SMOKE DETECTORS ES Bonding SMOKE/CO COMBOS HEAT DETECTORS g OUTLETS GFI's DISH WASHER �j SWITCHES FIREPLACE Gas Electric *Please circle one* STOVE Gas Electric *Please circle one* DRYER Gas ) li:lectric *Please circle one* WASHER PANEL C 1� C0.Y G1Gl y- o�Q�7 AMP e P 4 f2Acr' GFI BREAKERS d ARC FAULT BREAKERS DUAL FUNCTION BREAKERS TOTAL BREAKERS `3 I BREAKERS USED l� E C E � U E L� AUG - U 2024 ®e,�FFOI BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD' Building Department Town Hall Annex- 54375 Main Road - P(Tcg6kcfTq-ffithold ,F Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov seand(a�southoldtownny qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: of Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 al request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) I Name: Ih r . Address: ` 8 { Cross Street: Phone No.: _Q Bldg.Permit#: 1 j f)15 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �v b,,� hw se. CL e.d 1 d nn , 2 00 -A V(3 se".I e.6 Square Footage: ` t9 Circle All That Apply: Is job ready for inspection?: YES❑ NO Rough In ❑ Final A Do you need a Temp Certificate?: YES❑ NO Issued Ong �1'S9 G�lt 81619M Temp Information: (All information required) Service SizeL1 Ph❑3 Ph Size: r16Q A #Meters�_ Old Meter# New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect E/Underground❑Overhead # Underground Laterals Wf 1 2 H Frame Pole Work done on Service? Y N Additional Information: i fieG 1erY-)P A,—"A PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bonid Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used i Comments i i 3 SURVEY OF LOTS 1 -3 INCL., LOTS 5-11 INCL., 13-17 INCL. AND 20 21 AND 27 MAP OF THE FIELDS AT MATTITUCK FILED MARCH 31 2006 AS MAP NO, 11370 LOCATED AT MATTITUCK MAP OF SUNSET KNELLS, SECTION TWp I AREA SUMMARY TOWN OF SOUTHOLD MAP ND 548, FILED /silo SUFFOLK COUNTY, NEW YORK I LOT LDT AREA ND, SOFT. SUNSET DRIVE 1 56,640 %\ (501 WIDE) 2 61,994 A N 3 100,312 ' MDN, p DANIEL AND MARIA T ��� < w C' t a ! FND, i S,C,W.A. WELL SITE S 38,395y', '' ; y`�, ( U7 11,?ISOTTI ,,,', rf tnj . X L 4 l N/FNIF ov t 6 y I �\ I N/F ( ANDRE W AND I MI CHEL L E AND I t \��U36,951 .; .. .: �� i A 4r 3 . c 'm N/F I I CONS TANTINDS STEVEN MACROS NrFr ," � s, , .rs Y C' I ! NfF ( I N/F I I MARIA 1 SUFFOLK COUNTY �pD- O,y 7 36,951 �, �, N/F CATHERINE AND M B 3 AND MARK,EL L A MAGRIPL ES /<` '' :. ;. ;y. : -EDGY I LOUKAS WATER AUTHDRITY ��- ©J` Z ?� -j uS PER TNANAS PA NDD KONSTANTINIDES .„ I CONTO�ROS I'', f 8 32,744 ' �`, , 7Z, p� a FfDN. FND, ' ' " §§ (LEANING) MON FND. S23*14'4O" / S22 0050E S,2'20'07"E 9 56 959 I N ai, NIS QL. MON, FND. 422.38 139.B8 S21.48 40 E E 0,1. — DN LINfy � — — b74<<Q7 100.03' S22'00'S0"E ...» «.. B t ... — `—.— 10 47 933 MDN.FND. / Mr b � NIS D.L. . 11 37,1Q4 � e o.!' WAMw cc 12 w a VAL ��ER �11 25' WIDE EXISTING AND/flR � � ,•` OCATED R.Ci<W. sa e l?EL y 10, t7,' h m• SC.rM. ND p� 13 � : l _ 14 50,850 �, 4 j L; 1a� 1000-106,00-08,00-075000 / ��� I4 SC,T.M, NO, �,,� _x _ 1000-106.00-08,00-067.000 f - EASEMENT FOR d , �i ✓ N/F SC.r.M< NO, '" . . , yf I II ,a� � / �,v / S.C.rr�t Na, .",' � � .--� N20370a`�.--�4ori�` sTDRM WATER - 15 49,208 PETER AND ELAINE 4.. � 1000-106,00-08,00-055.000 a 1000-106.00-08.00-068,000 ` th ----- RETENTION �=�'�""�'``,"` ,� S - AREA Af//' 16 0 �. v ° . .. ;' ' . :. v 1as 17 30,931 .a ;,. Ppsr dj 32,685 •� Q- - r: PROPERTY S.C.T.M. M7 - S.C.T.A NO, r` s yr * +� \ „ r e A - Aj 1000 106,00-08.00 069000 t lddo-IOS,00 D ( 21 41,195 Z� N/F _ c� ( B.Od-074.0d0 b I RRE ROW L L C t,r o , t. 1 "`~'" , �% w .�� "��- c ,s- G ,y �t ' 22 31,876 � 71, + , 1 11a � f 931 +'.' � � C't''• r Y `% is � qX' py. jS� j,#.� '•:t* t!3 � `��.s +' C� o . .� �....� ..__- , TOWN OF SOUTHOLD f g ('" ; Crh MDN. FND NIF NICK LAs AND 17INA -',- � f SC.T.M NO. ;`�\ '' E.w O.L. -,-- x 25 34,082 KANELLOS 4 . 1000-106,00-08,00-080.00 c, S SC,TM, 'NO. � 4 v �.•. / Nrs'3e'1v" 26 32,010, 1000-106.00-08,00-070.000 1000-106<DO-09A0-079000 (�/ , Cx � SC.7:M< N17, '> . .... ems.: °sx'' P qg lnoo-ls,dr�-Dada-Oss.o�o f` #\ `` 27 1,367,049 y �t r,M, A97 , ;' ROAD 145,800 "Aln � d00-0b tr4 E ; 2«..::.. . a. zo WIDE ;:: v.t 2,4 1,8 ELL7CATED . 4. , TO TAL wa _ I7 A lfl" 4 t ,:, \, 8 01 R,r�V. , . , ;,: . .� �I� t �; �, s6;974 ACRES soun,D NIF /Ll�1lf� '1�li 131 W SC:r.Ma NO. � AVE UGO RONDINONETt�l `t, ARI '; IO?0-106.00-08,00 1771,0013 -106 00-08.00�076.000 ; ; I _ ,....--'-• �, ,y.. A. 1dOd-106,Q-D8.O@ T.Crlml �d78.01J'tJ ,ti S i .C,T.M. NO, III , �..,. �• ;: " +r;Ay.. .; ;�;' ..�. 1000-106.00-08.00-077.000 �- , +u d \ 1000-106.DOT OB 00�064,000 „ car % 61� c .0N WIDE WATER MAIN N ��' ` 50 TO TIIE 6C, \` \ `� LEGEND EASEMENT - 1 ' . SUFFDL K COUNTY WATER AUTHORITY . AREA - 14a,800 StI.FT f \•,. � r -,.\ ', �F DECIIXJOCJS TREE „ / / Ntreer �,y \\ \\ 9 CAROL C. KEIL QD DRAINAGE MANHOLE LOCATION MAP E ELECTRIC MANHOLE SC.T.M ND. a FIRE HYDRANT ( ) i NO SCALE 1000-106,00-08,00-063.000 ,� QT TELEPHONE MANHOLE M A VM CLTL L I IV ( c N/F `'�/ / ' EVE STRAUSMAN WINSTON � � � , '� EY1"a 1�t�I?Yf � SC.T.M. N17 SC.T.M. NO, °' / � � LET � s 1000-106,00-08,00-059A00 1000-106,00-68,60-060,000 7 �. , ,t � •• CATCH BASIN ty SC,T,M NU, .. ... SC.7 M. NO, B �C 'w SGT.M, NA. �, ;', ` ,. p WA TER VALIVE N H R URNS t - - - r.::: ,.4.:.. ..:, ... ... tFDRMERL Y ART U B 1000 106,00 08.00 O5T.000 :' t1�, td00 106,dd-08,00-062000 :, NOTES 6,. 1000-106.00-08.00-061,000 a WATER METER ,. �` • 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS an «-r .•�� N. �/ ," .. R► • CABLE TV BOX PCI !V T DF: LOT NUMBERS 0C11 t16 00 18 �t5B000 `' smwr / 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK",FILED MARCH 31,2006 AT MnN< FND. �, 4 y :,...:::,' y �' pnc, E,GINN1 NG' , . , BUFFER AREA THE SUFFOLK COUNTY CLERK'S OFFICE S MAP N . 11370. xf � F A 0 . - �� 0N. F11D. 7,8 ROUND TELEPHONE `. . 1 -r—. UNDERGROUND NE s-' f.° _ MiN 4rNE . 7JS6 — = -= �, s WELL 3. ELEVATIONS REFERENCE NAVD 1988. I EI!E``� 100,40' i,, •�,,,;.::; " ,�� �.. ,�yc� ;iie.��ii: ....»' � 854,13' � ,yam ,IV23'15 IVIS'S7`f/0"# lVzO'18'00"{✓ 410.85' hIR2`39'00"W B00(I6' N/F UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND D PRANCES M COOPER _. 4. IS A VIOLATION OF SECTION 72 SUBDIVISION F THE NEW YORK S7ATE DOU LAS A AN �.. ..... -,.. .�:. .... SURVEYORS SEAL OLA 09 S 2 O EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. PROPERTY IS SUBJECT TO: 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT,THIS SURVEY WAS PREPARED W DECLARATION OF COVENANTS AND RESTRICTIONS IN LIBER 11835 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE PAGE 254 (NOT LISTED) AND LIBER 12389 PAGE 816 (NOT NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS LISTED). SHALL RUN ONLY TO THE PERSON FOR WHOM THE SU^VEY IS PREPARED AND ON HIS BEHALF TO • DECLARATION AND COVENANT FOR ROAD DEDICATION AND THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND HOMEOWNERS ASSOCIATION IN LIBER 12429 PAGE 522 (NOT TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO LISTED). ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. • ELECTRIC AND TELEPHONE EASEMENT IN LIBER 12520 PAGE 531 (AFFECTS STREETS). 7, UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON • ELECTRIC EASEMENT IN LIBER 10702 PAGE 482 (NOT APPLICABLE). THE GROUND AND/OR RECORD PLANS. BEFORE ANY EXCAVATION IS TO BEGIN,ALL «:. WATER EASEMENT IN LIBER 12495 PAGE 137 (PLOTTED). UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZEAND TYPE BY THE I RESPECTIVE UTILITY COMPANIES. s 8, RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY. 10. ZONING USE DISTRICT;AC(LOTS 1-26)AND LOT 27-PROTECTED. w DATE BY DESCRIPTION APPROV. BY REVISIONS g Town of Southold Suffolk County, New York i '{� ' � ,-., E .,. .....moo••,•.".. { TITLE SURVEY t6t6t I Pro ert at Mattituck I P y CERTIFIED TO: y SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. ZENITH PROPERTY GROUP, „ TOWN OF SOUTHOLD: W,:,= THE FIELDS AT MATTITUCK DISTRICT 100c..... ••••,•. JOHANNA RIICHARD 2012 TRUST' SECTION 113.00 a BLOCK OT 00°002 GRAPHIC SCALE BROOKLYNTlMBERLLC �, s err � L. K. McLEAN ASSOCIATES , P .C. CONSULTING ENGINEERS & LAND SURVEYORS w 400 1 hereby certify thatthis map was made from an actual survey SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. completed by me on 1010912020. ` '� 3 1 437 SO. COUNTRY ROAD, , BROOKHAVEN, NEW YORK � 100 0 50 104 200 TOWN OF SOUTHOLD: J DISTRICT 1000 !ih( x;r r " Designed By: &L.B,/DN, Stole: 1"= 100' Sheet No. IN FEET '��J ��' , G5t,528Gr D a SECTION 106.00 � ,, BLOCK 08.00 1 inch = 100 ft. TAMARA L. STILLMAN,P.L.S. ( 1 t1 t Drawn By, T.L.S,/D,M, Date: 10/12/2020 LOTS 055.000-057.000 INCL. and 059.000-065.000 INCL. NYSPLS No. 50528 , and 067.000-071.0001NCL. and 074.000 and 075.000 ApprovedByr T.L.S File No. 20099,000 i = - MI1t�a SITE PLAN DATA: a � ( I ZENITH PROPERTY GROUP LLC / Central Dr N C,pjain tidd Tar � ,- 83° 2820STANLEY RD., MATTITUCK NY 11952 I 2 , �, '� 1000-106.00 08.00 058.000 SITE AREA: 35,096 SF /0.806 ACRES / LIMITS OF GRADING: 34,698 SF /0.797 ACRES i� Rd NO WELLS LOCATED WITHIN 100' l I / II Vs a r�1s �o / PROP. SILT ..A TER Bay View Ave,: ! I _ FENCE AS sT<��, �� �0 A ,` ° F_ r � DETAILED (TYP.) y ��� �° ice\ 200 O PROJECT I /��� 2 LOCATION s�iTIpTRd I 00 I SOIL STOCKPILE u� x O I AREA 500 SFjf I 69 ( DW2 rM.... '" 69 \ o ti' 'rr,st rig: a / 1 a� O ' T - - J e S �e . t / -7 - a n LP Rd. -- --7C t 11 I r I ; I ° Aa a 3 I ax l,0 I 0 Q S oST o� y \� LOCATION MAP } I4, { \ -J (� N.T.S. v . LP LEGEND: NOTES: PROPOSED BUILDING OWING TEMPORARY CONTROL MEASURES--68 1-I DRIVEWAY FOLLOWING ES SHALL BE CONSIDERED AS A PROPOSED ASPHALT DR MINIMUM. I i - •l' 2 STY F 20x40 J it' . 4 BEDROOM 1 III ---- PROPERTY LINE C ,., --- C =rr POOL `# RESIDENCE ' --®- PROPOSED CONTOUR 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, _6g--` _ _'' �, I f THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED W/ UNFINISHED ` II' - 11.0- EXISTING CONTOUR BASEMENT ' NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE %` PROPOSED SEPTIC TANK F.F.=70.5 1� i Q "-- �^ Q E ` �i% (MIN. FOR 7 BEDROOM HOUSE 2,000 GAL.) CONSTRUCTION. PROPOSED SANITARY LEACHING POOL .' I ;. I : i I Y (MIN. FOR 7 BEDROOM HOUSE = 475 SF.) 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE m ; ; PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS s I s- PROPOSED SANITARY PIPE r LL'1- _.. ,i. . •r._ .�. '."1.TY t..._..�=rz � I� l / rn I ; ;� I _s _rI, ,_ CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN PROPOSED 10'0 DRAINAGE STRUCTURE SOLID COVER ( ) ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS f �I C PROPOSED 10'0 DRAINAGE STRUCTURE (OPEN GRATE) OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPOSED WATER SERVICE PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. 68 PROPOSED e O I E PROPOSED U.G. ELECTRIC SERVICE U.G.GARAGE WATER w EX. UNDERGROUND WATER 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SERVICE (y m�10T EX. UNDERGROUND TELEPHONE F.F.=68.5 I - PROPOSED TEST HOLELOCATIONSEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE • �; I U.G. (� } ENGINEER. ELECTRIC SERVICE c m TT �" j I I �' REQUIRED DRAINAGE 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION OF THE _` '`` `` \''4•a`' PROPOSED I _ NA E CALCULATIONS: SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. I t I NOS 5" c b m (2" RAIN EVENT) STRIP I I I DRAIN -, PROPOSED(- I DRAINAGE AREA 1 (DW1) REQUIRED CONSTRUCTION IMPERVIOUS (ASPHALT) = 2,560 SF 8 THICK REINFORCED CONCRETE COVER ENTRANCE O ~ CONCRETE SLAB _ I ""� D V=(2560 X 1.0) X 2"/12" = 426.7 CF F BELOW GRADE ! I BASKETBALI,/pICKLE BALL ASPHALT DRIVEWAY °" °' I# TOTAL STORAGE REQUIRED = 426.7 CF E ` COURT• I � � .M c = O � E SURFACE AS PER SITE PLAN I D DRAINAGE AREA 1 (DW1) PROVIDED � �'', ( '�: � :.�► � £ (1) 10'0 X 7 DEEP LEACHING POOL w I I _ 73 68.4 CF/VF X 7 = 478.8 > - - -66- CONCRETE , „w - _. ;- �- `� n f CHIMNEY v - 6j=_ I, 66 / £ b D DRAINAGE A 2 ■ � I' ' , . - - - 3 (DW2&DW3) REQUIRED RECAST PROP SILT AREA & �cooNCRE I DW -moo FENCE AT IMPERVIOUS (ROOF) = 3,225.78 SF WASH UT I �'- C=1.0 z ®® ®® �, i ENTRANCE _ " _ O ��-I��) ®®®®IQ "` •s • 'J I DA�� ( I 13225.78 X 1.0) X 2 /12 - 537.63 CF �®®®® I re F .°I L _ _ _____„��.1 -n�'� (NP•) TOTAL STORAGE REQUIRED = 537.63 CF IIII�= 6e ®®®®® 8" ADS DRAINAGE PIPE FOR '1 �J 7 �i c� ®®® ROOF DRAIN ONLY - _ I / £ /� DRAINAGE AREA 2 & 3 (DW2&DW3) PROVIDED 0 ° ' y 1312 0 s" ADS DRAINAGE PIPE FOR w d1<c TRENCH DRAIN ONLY. CD 66 I /" I • L DVV3 w (2) 10'0 X 4' DEEP LEACHING POOLS = CD A -- --. I ' ��_/� / (68.4 CF/VF X 2) X 4 = 547 a �I ®®® I I 1 66 �. DRAINAGE AREA 4 (DW4) REQUIRED affm �U 1 L� DWG 2 0 2.04 \ \ PERVIOUS (GRASS) - 5,951 SF Q = ® (I I I I= E Csl PROP. SILT �_ E C14 FENCEI AS vELDP C==(•1 ) / _ 99.2 [3[1 0 .? 6 DE I� WA ER / \ �^ IMPERVIOUS (ASPHALT/PATIO/POOL) C 128.6 SF =IIII� r . to D'ETAILrD (TYP.) - PUBS \ t C=1.0 CLEAN SAND & .i• • °j I V=(4128.6 X 1.0) X 2"/12" = 688.1 CF I GRAVEL FILL. GROUND ". TOTAL STORAGE REQUIRED = 787.3 CF WATER 3 2'-0" Mi . AS PER DRAINAGE CALCULATIONS 2'-0" Mi CLEAN SAND & � ' J 3• �� a 2 6 \ DRAINAGE AREA 4 (DW4) PROVIDED GRAVEL FILL. N 55 \ (1) 10'0 X 12' DEEP LEACHING POOL = ' \ 68.4 CF/VF X 12 = 820.8 \ \ TYPICAL SECTION @ LEACHING POOL (DW) DEPTH EXISTING 65� \ GRADE THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS -� I / SEDIMENT ON SRE G \ 0' 68.0' ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 65,S � slur Fa+cNo AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS THE PROFESSIONAL ENGINE WHERE ER MUST SIGNCH S SEAL, DAT ARE E AND I UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Q \ / SITE PLAN f DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE SECTION 7209-2). � i SCALE: 1"= 15' v`• �"' -'• `\ � DR4WING AND/OR IN THE SPECIFICATION (NYS ED. LAW \ I 'v.N" 'w:•ZiY4:v-us..w�•i°'11r°yh::ie•'�..:�2`4'1<i. �.:,_:.�.-> ; ? SANDY DESCRIPTION ;«�• ;1�v.rr , •�,7;"4"'•a�'•.'rN�.•,": i.+:i,.." y,;.4: DATE BY APPROV. BY 0 15 30 ' _ ,,T.• aa:�a+ ,� .,_h,.% A k*; +?e.'_ \ � .I Feet o �:? :• �• ..r. ,,y�.. >;,,� ,;v,•:. z Q VT•M's':F:4,w,,(Z \f,•C•.•fy•i.,;'o+.j/vi...4•^•?'YJi.1 l'}4_ _ >;�.�Yr.,, :�; C>P.r,;,:�.:.. ' •��.t . � REVISIONS , I I •t•`�.ti;.�i,V: .s:.';fiir`.e.�y.•�N. .+.�•Y}�4 w���•_;',^* C :�,.••'y;•-� O o •L O_ ?,,.�,:w;vi•�' .y!n• �A.R4' `ty.�•i,i: �Fv`�ai{.:.�::a:+J•u!k• CV x \ .y �, TOWN ��� ti<Q �:s. '.'_::�... .�. Y¢.-..1:� *� O F S O U T H O L ihy^.tiSJ'�n�4,•;�!v„ `•'ir..,l r,A•r:?•:tc7. _•+y�4 i, .1t:.7�.'�^ D J st•5rs t�i• r• 'r}':�ti,*.ww` ,".t�`.?.<a.k... z7}'�:.:`.'L}�•r.y^rr'i;. 10' 36" MINIMUM 2 x 2 ��.4 x' >✓ y a:a { •t t c. 'e •.`::'`•a. e 5 ---- FENCE POST ' �. :�;;,; >r: �.; .•_>> ,.�. s ' :::y.y r: .;.:,1�. ROOF LEADER 10.00' 58.0' ce " SUFFOLK COUNTY NY E Ob O I ;.;1 THE FIELDS AT M WOVEN WIRE FENCE O.��3° �OR KY. TRANSITION ATT I T U C K Q �- (6 x 6 - 10 / 10 WWF I TT(M�TE D.O.T., 701r CAST IRON CLEANOUT "T" SAND & GRAVEL EXISTING GRADE MR O Q BRANCH WITH BRASS OR N L2 FILTER CLOTH to 27' 41.00' BRONZE THREADED PLUG LOT 4 Q SAND BAG s�o,, o� PLAN VIEW _ LOT 4 STORMWATER � � f •• LL 4" CAST IRON PIPE O IMPERMEABLE �1 ~ ` , '` m 1% MIN. PITCH GRADE cn A A EMBED GROUND ��v � S '���� '� � � � � ; C_x '�"� '�`�°F DEit S y�� MANAGEMENT SITE PLAN N 1 4• p� - - I- 3.1 3.1' ��P�, o U SEEN NOTE: �o� R 0 A D (NO WATER ENCOUNTERED �� L. K. McLEAN ASSOCIATES, P.C. 1:1 OR FLATTER MAXIMUM DRAINAGE AREA PERSPECTIVE VIEW e CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0O O O O SIDE SLOPE 1/2 ACRE / 100 LINEAR FEET 33/+ s1ONE�o OR Y.sr��oo O.O.T. RD.t HIGHEST EXPECTED GROUNDWATER ® EL. 0.50' Designed By: MF�CFD Scale: AS NOTED N r Sheet No. � PLAN snr FETxaND tiu role•Me•)�aaoE ExIsnND cruDE FOR MLUNAOE. , " 8" ADS "" �`! N SECTION DETAIL 5 -0 SLOPE ® ,% TEST HOLE s o73071 Tn cRoss SECTION ROOF LEADER DOWNFALL DETAIL N.T.S. RoFEs SW � CONCRETE WASHOUT DETAIL Fop �,a� Drawn By: IMF Date: FEBRUARY 202 N.T.S. SILT FENCE DETAILS TEMPORARY CONSTRUCTION ENTRANCE C� SIN NIS �: NS N.T.S. Approved By: JD File No. 20099.000 I i LLJ, SURVEY OF1PROPERTY 'A ` 893.18' j SUBDIVISION MAP OF v,A THE FIELDS AT MATTITUCK 1V LOT 4 LOT 3 FILED MARCH 31, 2006 AS MAP NO. 11370 1 SITUATE AT 5'ALUMINUM FENCE N 71*38'13' E 200,02 UTILITY MATTITUCK FENCE FENCE 7145 x70.67 BOX TC 6760 CORNER CORNER EP 6739 MON. 0'0.N 5' POST AND WIRE FENCE 3.7'N x �71 x6A39 M,7N 68.10 TOWN OF SOUTHOLD X- X X � 70- _69�- 1 � TC 6746 x 7129 �- - - OE EP 67.23 SUFFOLK COUNTY,NEW YORK x6756 68-- x \ x67.8o CONDUITS 19'41'45' E 67153x TC 6Z07 10.00 AREA OF PARCEL = 35,096t SQ.FT. OR 0.806t ACRE/ EP 666.7474 7a53/ x / x 67.73 / -\ \ \ / 2 NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U S STANDARDS 16729 / x66.31 x6540 \x66.11 \ x6746 x / U R 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD 1983, o/ x LONG ISLAND ZONE. • ' / 66.89 � Ld 3. ELEVATIONS SHOWN HEREON REFERENCE NAVD 198E Q. / W 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED y CY W TC 66.21 LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE • W 66.99 1 0 EP 6590 NEW YORK STATE EDUCATION LAW N M(�J P►i� 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF Z W' I ..., Q P THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE x6567 \66 x6626 O3 VALID TRUE COPIES. PROPANE \ 11x� CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 1 TANK / '�� 66.03 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS \ ADOPTEDBYTHE NEWYORK STATE ASSOCIATION OF PROFESSIONAL LAND \x65f4 -� Q SURVEYORS SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM OZ Z F" x 64.44 THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, 1--- W' 6512 -\MR- GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE lil ',N-i I x / \ W ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE - R .,` 6 ® EP 650 Z� TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED Z ; ,• d 8. THE SURVEY CLOSES MATHEMATICALLY L6 \ x 6553 �.y v 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT U 0 65.10 TC 64.83 LOCATED ON THE GROUND AND/OR RECORD PLANS BEFORE ANY EXCAVATION IS TO Z .y Oy'. / x 64.32 \ x £P 64.59 BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, lid O T \ SIZEAND TYPE BY THERESPECTIVE UTILITY COMPANIES. Z� '` WOODED 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF ATITLE REPORT.SUBJECT TO Z U ` I x 64.12 \ ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY in P 1 \ O 111 REVEAL 1 W 0 x cn � �� J O ` x64.16 TC 6399 MON. EP 63.75 LEGEND A \ 64.18 TC 6378 -DN- •OVERHEAD WIRES . 1 x 64.21 EP 63.53 • .ELECTRIC MANHOLE 64,04 BIB • . • . • . •BELGIUM BLOCK \ . . . . / TC TOP CURB x 64.17 EP EDGE OF PAVEMENT \/ FENCE H x64.18. . • . • • •SPOT ELEVATION CORNER a9'S \` -UTILITY POLE x 6376 b ® ' ' ' ' ' ' .WATER METER / / / 'BOULDER /3•�3131 1�'OF NEW r C Sri -� a �. O x 6354 �/ 5 -7 �(� /� �� LOT 5 * �� C +�' * 02121124 T.L.S. Revised tax map designation T.L.S. FEN y4 y DATE BY DESCRIPTION APPROV. BY �NtNU REVISIONS b. P- Town of Southold En CERTIFIED TO: Suffolk County, New York Speonk Land Development LLC `'� 050528 O� .}i Stanley Road FENCEExpress Abstract Mattituck, New York CORNER f ( Topographic Survey SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. 1 hereby certify that this map was made from an actual survey MON. completed by me on0112412024. GRAPHIC SCALE DISTRICT 1000 L. K. McLEAN ASSOCIATES, P.C. 0 30 60 CONSULTING ENGINEERS & LAND SURVEYORS SECTION 106.00 � J/ Feet 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK BLOCK 08.00 O "'awl. • Sheet No. [PL11011:91 058.000 = Fleld survey By.J.P./J.P,L. swls: 1'= 30' TAMARAL. STILLMAN,P.L.S. IN FEET ) r Dr-By- D.M. Date: 0113012024 Il .000 Flelds B Mattituck Engr & Survey\Survey Dept\Drawings\LOT 4\20099.000 Survey 01-24-2024,dwg EIRI12024 11,32 AM Vln Carasltl NYSPLS NO. 50528 1 inch = 30 It. Approved By, T.L.S. FAe No. 20099.000 i - _- •_, . _ SITE PLAN DATA: .- I cent, I ZENITH PROPERTY GROUP LLC -% /\/ 8 0 2820 STANLEY RD., MATTITUCK NY 11952 / cent$"'"'dj Q 3 2 a� 1000-106.00-08.00-058.000 a o All SITE AREA: 35,096 SF /0.806 ACRES LIMITS OF GRADING: 34,698 SF /0.797 ACRES i NO WELLS LOCATED WITHIN 100' / OPe.D � ��,ea►�' �,. ,�,�.�� / PROP. SILT �A rER Say View Aver s 'r� • � •I FENCE AS °�� ���•��. ,� � � � F I��\\DETAILED (TYP.) / y 4I i ,� \ \\\ 2Qo• O �� PROJECT 2 IIIrT�� I � 00.. -� SOIL STOCKPILEJ LOCATION i 69 \\\\\ ( Dw2\� o I AREA 500 SF/f to 69 S. / I LP ar, ....?Y-.T.c' Lt.' Lri Mr:.i •z.`i,_. ii``,' +.• <,a`•`i��\€ '<. , �'.'``'.°.'°,,`.�1, E S 3 I \ O CO I ; oST o� o � 3 LOCATION MAP N.T.S. LP LEGEND: NOTES: fit�.N. a � PROPOSED BUILDING PROPOSED ASPHALT DRIVEWAY 1 . THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A ~ MINIMUM. 2 STY. 4 BEDROOM PROPERTY LINE NE20x40 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN RESIDENCE -� PROPOSED CONTOUR , - --s9 _ I i POOL _ `µs yy� UNFINISHED € ; I I � ", THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED I 1 1.0--EXISTING CONTOUR - _ BASEMENT �I I Zj PROPOSED SEPTIC TANK NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE �,r/ (MIN. FOR 7 BEDROOM HOUSE = 2,000 GAL.) F.F.=70.5 `, . I i —____w_� `�+ ' n' CONSTRUCTION. PROPOSED SANITARY LEACHING POOL (MIN. FOR 7 BEDROOM HOUSE = 475 SF.) 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE m Q c ~ ��; PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN j —S PROPOSED SANITARY PIPE ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN PROPOSED 10'0 DRAINAGE STRUCTURE (SOLID COVER) ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS P OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF I PROPOSED 10 0 DRAINAGE STRUCTURE OPEN GRATE) I I : rb, PROPOSED WATER SERVICE ( E) PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. 68 '-- j r I 'PROPOSED E cS "' I —E PROPOSED U.G. ELECTRIC SERVICE r < 6 U.G. WATER w E(, UNDERGROUND WATER 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL A GARAGE I --- SERVICE �, '^ -T EX. UNDERGROUND TELEPHONE / I ALL I s8 :; F.F.=68.5 I `�� SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED BY THE I .;r PROPOSED TEST HOLE LOCATION ENGINEER. I I U.G. 1 I I I ELECTRIC £ b m SERVICE I ' 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION OF THE ( I REQUIRED DRAINAGE CALCULATIONS: SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. NDS 5" (2 RAIN EVENT) DRAIN i x :i. -� PROPOSED ti I 63 I s ( DRAINAGE AREA 1 (DW1) REQUIRED - =` c I CONSTRUCTION IMPERVIOUS (ASPHALT) = 2,560 SF m 8" THICK REINFORCED CONCRETE COVER _ ENTRANCE C=1 CONCRETE SLAB BELOW GRADE `/ BASKEIRAli/Plci<LE "e - D _ 426.7 CIF COURT ASPHALT QRIVEWAY °o � £ TOTAL ST RAGE)REQUIRED"- 26 7 CF E I = O E E SURFACE AS PER SITE PLAN rn / D DRAINAGE AREA 1 (DW1) PROVIDED u I «�• £ -i (1) 10'0 X 7 DEEP LEACHING POOL = N 68.4 CF/VF X 7 = 478.8 " n RECAST CONCRETE PROP. SILT DRAINAGE AREA 2 & 3 (DW2&DW3) REQUIRED ° CHIMNEY i PROPOSED DW FENCE AT IMPERVIOUS (ROOF) = 3,225.78 SF III CONCRETE I \ � � _----_ — C=1.0 II—IIII 013 In ®® IM --- wASHour ,I ENTRANCE ., z 0 ri rt� f I I Era I J y TYP. V=(3225.78 X 1.0) X 2 /12 = 537.63 CF 5 = 0 / -n 1 (TYP.) TOTAL STORAGE REQUIRED 537.63 CF II= (—— —I Fes_ �"O I 'Q r^ � III s'e_ 0®®® ® 8" ADS DRAINAGE PIPE FOR ��i� 0 ROOF DRAIN ONLY _ /_0 ��� UE� DRAINAGE AREA 2 & 3 (DW2&DW3) PROVIDED < ' 1 ®®®® ® TRENCH DRAIN ONLYGE . FOR I66`_ I — L DW3 10 Z W (2) 10'0 X 4' DEEP LEACHING POOLS = NN I \ / y CD (68.4 CF/VF X 2) X 4 = 547 a �lll ° 0®® ® 1 I 1 g6 4 O. DRAINAGE AREA 4 (DW4) REQUIRED W � ®®® . Pv L\ Dw� _ 2 O \ PERVIOUS (GRASS) = 5,951 SF a ®[311® °°• I I�I I= E I C�.I PROP. SILT ` ED O -+ V= 51951 X 01.) X 2"/12" = 99.2 CF ® r ° 0 IN FENCEI AS EVELDP TER -4 1DB�IC IMPERVIOUS (ASPHALT/PATIO/POOL)= 4128.6 SF _ yob° =IIIII Cn D-ETAILIED (TYP.) ss — PU \ C=1.0 _ CLEAN SAND & •f • If1Tl II V=(4128.6 X 1.0) X 2"/12" = 688.1 CF I GRAVEL FILL. -0CIA / // E TOTAL STORAGE REQUIRED = 787.3 CF WATER ' " GROUND '•• I I �� t 2-0 Mi . AS PER DRAINAGE CALCULATIONS 2'-0" Mi 3 \ DRAINAGE AREA 4 (DW4) PROVIDED N CLEAN SAND & GRAVEL FILL..(1) 10 0 X 12 DEEP LEACHING POOL = I00 \ 68.4 CF/VF X 12 = 820.8 \ TYPICAL SECTION CAA LEA\ CHING POOL (DW) 1 \ DEPTH EXISTING (n ° __b5� \ GRADE THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ` / SEDIMENT ON SITE G O' 68.0' NG ON THE DRAWINGS D —` 65,1 I I \ AND/OR THE ACCOMPANYING SPANY PERSON FROM ALTERING UECFIICATIONS, UNLESS IT'S SIT ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE \ / PROFESSIONAL ENGINEER MUST SIGN,UNDER THE DIRECTION OF A �FESSIOAN �. SITE PLANDATE ,i DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW Q J ,t � DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE E I I SCALE: 1"= 15' �. Y .�; ..]1yM1 3F�N J •b � ti4�r �Y` \ \ SANDY SECTION 7209-2). 0 15 30 .A. ?;,'j• •..i arc- is ..X.fh. e,..w.<.cis• �'' �} :.Rt N^:r":'?:.i,--:'h" s: &Ic DATE I— •)+:;a},y.+,' ✓x... ,:,• \=}rwr!{:•s✓: F c \ DESCRIPTION •* ti.K,�:s 4 ;Yti , .y:.; u:.: ,,.��. •,; � N APPROV BY Feet ;,:�.� ,.�, .; r,.•1 •.:�c �,,;•;at.. nx:• z I ,c z,<,,N�`, � \ REVISIONS —U I i I I r.;w,i F);;`ti]::S.•n�A'EJ"'..:'=':y a-,=�.-¢i'Ft.�•s•:}..:•..- t.J:.'i�"".,,ar:yc. .'.Fd'.«f`:iAx•i.^;Jr O 'E- TOWN OF SOUTHOLDO ]:,..:•..'.•:::.Y •,�!•. ; r -y:,r•e:•`:: -wry.!•" fir:.-x A:�� s J 10' 36" MINIMUM 2 X 2 ,) FENCE POST `''` ''i{r »; .,,:, ,, L• rli:; ]r o �—o ROOF LEADER 10.00' 58.0' SUFFOLK COUNTY NY 0 7 Es' caNSlRucnoN ENRtANCE-FOUNDATO TRANSITION E O WOVEN WIRE FENCE OF COMPACTED 3/4•,-TONE BLEND OR N.Y. � THE FIELDS AT M ATT I T U C K 0- (6 x 6 - 10 / 10 WWF I STATE D.O.T.MPROVED RCA FlLL TO le CAST IRON CLEANOUT "T" SAND & GRAVEL O Q '-0• MAX MWNAGE BRANCH WITH BRASS OR N M^. A 11E ExsTING GRADE FOR LOT 4 Q FILTER CLOTH C. 27' 41.00' • BRONZE THREADED PLUG O SAND BAG �Op f E �I PLAN VIEW 4" CAST IRON PIPE L 0 T 4 S T 0 R M W A T E R t it IMPERMEABLE x �� 1% MIN. PITCH GRADE ; O A A SHEETING EMBED FILTER CLOTH �►l 1 f� �y'� y y m �� W MIN. 6" INTO GROUND ` � .✓ ^ ,✓ - ' - ��'° DEK Y��fi MANAGEMENT SITE PLAN O U %_11 ccN �� < R 0 A D 51p1Q GR _ L. K. McLEAN ASSOCIATES, P.C. c� NOTE: (NO WATER ENCOUNTERED) PERSPECTIVE VIEW CONMMXMON ENTINOE-FOUNDATION OF COMPACTED �T+', � CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 1:1 OR FLATTER MAXIMUM DRAINAGE AREA HIGHEST EXPECTED GROUNDWATER ® EL. 0.50' I! '0 O O O O 0 SIDE SLOPE 1/2 ACRE / 100 LINEAR FEET 3/4•STONE BLIND OR N.Y.STATE D.O.T.APPROVED R.CA (� cn stir FENCNGa Sheet No. PLAN _ _• 8" ADS i Desi ned B FILL Tom"Oft.)ABODE DOSRNG GRADE FOR DRAINMiE. SLOPE ® 1% °,t✓ N � SECTION DETAIL CROSS SECTION 5 -O �" 9 Y� MF/CFO Scale: AS NOTED TEST HOLE .s 0730'1 D CONCRETE WASHOUT DETAIL ROOF LEADER DOWNFALL DETAIL N.T.S. fi��'n'OFESS�® �� Drawn By: MF Date: FEBRUARY 2024SW 1 � / N.T.S. SILT FENCE DETAILS TEMPORARY CONSTRUCTION ENTRANCE u B� NIS N.T.S. Approved By: JD File No. 20099.000 �y 74, a" PROJECT ??O02° _ /~ LOCATION to wl \_/I LOCATION MAP II e \ zgNmro WDW, °° 1 A r IRiRR� 1.(b4 ws°®oeRmFT� mm.m Qj ;qZ I ;�r ��I A I / F.F..l6! _� `v r—�w<inuv. ' —� '•a AraWWa W,x usa;ow uow.ras* ��e� wp mmt.Nrz SrslFu.tSVn.{IIpY 1[IYIWL / T gptMY - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ea 1 �- 1 n _ 1� I ) �,. SINGLE FAMILY RESIDENCE ONLY _ J DATE vazozz H.S. F N z02• R-21-2600 o f8 1 _ `•'•% —/" / a v„o:auras APPROVED �� OQ' FOR MAxIMUM OF T BEDROOMS c•+ �:_/ / ! Z' EXPIRES THREE YEARS ROM DATE OF APPROVAL PuRK (,J 1 / �' \ • '(ND WATER ENCOUNTERED) "��O '� —Es,ExP EO CROUNOWATER O EL. TEST HOLE SEE ATTACHMENT(S) --w— \ j \ P�1.OFIVE,� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A. � � \ � \\\• * Q" � PATE to oEscRwnoN — _ ' •� V * REVISIONS w I SITE PLAN \ I TOWN OF SOUTHOLD SUFFOLKOUNTY, MY E ®� ,�v� III THE FIELDS AT4MATTITUCK REVISED PLANS APPROVED - 2/5/2024 EXCAVATION INSPECTION REQUIRED D '\/ - Na� PROPOSED SANITARY PLAN FOR SANITARY SYSTEM 10 S PERMIT EXPIRES - 1/4/2025 BY HEALTH DEPARTMENT .L.,K.,lVIcLE P.C. MF/CFD AS NOTED MF ore JANUNtY 202� _ S1 .w.+.b RAS ee 20099.000 i.i..TDs 1D•,1s'owznE mHcaETE + 'DRY [rans1 W'TM tarn LOCKING CASTING cvrQc-msn sTaPPER I'OR EHD vwc TO GRADE -mT CONCRETE COVER EL=68.5 i•uw,I•urx cwnE.es.s L_ 1'MIN. ]'-m wr 2'MAX. m•nDCH su0 I w'�•D� soa n PVC v:PE—HW PITCHED NTH.PI%RpER f' PITCHED µ j 1, 20"M:N. 11AINYIN PK PIPE P(fc12"MIN. .1/D•PPn 1•PIPE TO PEHEIwn; 6' 6•Fl vINVERT(IN) __________) wv.-sea ELEV.65.8' i 1 BAFFLE muuD,rax+ WALL INVERL(OUT) e• ELEV.65.3' BUILDING CONNECTION DETAIL 4.D' N.T.S. (OFF'DEPTH) T 4"0 SDR 35 6"SDR 35 CROSSOVER PIPE PVC DROP TEE L 4'f I 1 D'm fo'-o 2,000 GALLON SEPTIC TANK DETAIL N.T.S. MAX.i EFFECTIVE DEPTH I I I (]A) zo' �z.e'--i w u+msaP°�mi.setae`wv' ¢.ss.s i�-E .SE 10 s. " wµrtmu. I 4•uiH.vEHETPATioH PL,AM ix—wAscR u�iD cRA�r.i� oQ A xacw rnuu I i ]'UK NFHESf i 5'Ar0 Q GWVEL P 5¢ I [%PECK➢ WNDWATEH I . ]/e•o-Rwc us¢T .w set],nc� .: .. .. I D. _WONEST E%PECIEO WATEH 11 --DS'______ c 1, wnAlLLS:COlSOaYS iD ASTY A.m CY/. ]OB dI ________ ____ -------------------______________ ]OA SPECIDUnONS ,Y,Y.m,rve mPWd z.EOAoanHc:rDRA.sxroQHsco-, "DH.w. TYPICAL LEACHING POOL DETAIL ].pawc,vet cww ns wHuvictuatn er inHc surd N.T.S. RE—OR APPaO,ED EWAL TYPICAL CLEANOUT DETAIL 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER N.T.S. H.R E Sl P r vas '�'I SANITARY SYSTEM NOTES: C") 7 �C/ WNW '0 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ®28 DAYS. `•LC1�r• �^'�•+ 2.ALL FRAMES& COVERS SHALL BE,WATERTIGHT, INSECT-PROOF AND LOCKABLE. O i avE D6CfdPKON TaPRw,er 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT REVISIONS 15 EXCEED TWO FEET IN HEIGHT. TOWN OF SOUTHOLD 7 4•UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE B4SEO 0.: SUFFO COU TY NY E%GTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. R IS THE SEE ATTACHMENT�S� THE FIELDS AT MATTITUCK 6 8 CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL LOT 4 AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. I T 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL PROPOSED SANITARY PLAN COMPACTOR AT 6-LIFTS. MCLEAN ASSOCIATES,P.C. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY m""�•�"O11'm""' DISTURBED AREAS. oeea.ef Di: MF�CFO �s AS NOTED F j a�Dr MF IANUARY 2024 S2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APpiw.e Wy: RAs Hs 20Des.DDD 1 W W SURVEY OF PROPERTY ON THE 1 SUBDIVISION MAP OF 893.18' A THE FIELDS AT MATTITUCK LOT 4 FILED MARCH 31, 2006 AS MAP NO. 11370 LOT 3 SITUATE AT 5'ALUMINUM 200.02' MATTITUCK FENCE 1 71°38'13' E uriurr FENCE FENCE 7J 45 z 70.67 BOX TC 67.60 CORNER CORNER EP 6739 MON °'BN 5'POST AND WIRE FENCE 3.7'N x69.39 MON 68Jo TOWN OF SOUTHOLD X X� X� X TC 6Z46 — x7,29 .11 OE EP 6723 SUFFOLK COUNTY,NEW YORK x 6Z56 x67.07I x6L80 CONDUITS 19*41145, E ,. x x 6855 70•86 6763x TC 6 10100' AREA OF PARCEL = 35,096± SQ.FT. OR 0.806± ACRE 1 EP 66.74 Z 7053 � x x6773 W NOTES Q � ? � J. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. W 6729 U x I a 2. BEARINGS SHOWN ARE P IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD 1983, _ LONG ISLAND ZONE. STS O 66.89 W o D _ —59.2� O W J. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. J O IF 6aO4 - 3 W 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED TC 662J LAND SURVEYOR'S SEAL ISA VIOLATIONOF SECTION 7209.SUBDIVISION 2,OF THE W\ x it EP 6590 NEW YORK STATE EDUCATION LA 66.99 N W. TF 68.03 B' S•3• 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S'EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. N Z. n ` PROPANE 3 %%x (Y—O 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN 66XS ¢� Z TANK � ACCORDANCE WITH THEIXISTING CODE OF PRACTICE FOR LAND SURVEYORS 0 _1 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND Z p a` 54 SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM dt py? TF 6803 5 5' W 0 THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, 4.0 OL GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE Y ) ( ¢ o - ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE EP 6504 Z~ OL i 65 \il TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. � q 5,5• V� p i ® E -- - 7. RIGHTS-OF-WAY NOT SHOWN ARE N07 CERTIFIED. Z 3 6,5' m - - S (,{' / B. THE SURVEY CLOSES MATHEMATICALLY. 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT TC 64 83 _' LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY IXCAVATION IS TO L-) O O w �a \ EP 6459 - BEGIN ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, ¢ �--1 `4 N SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. ly 4P WOODED Z 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO Rl ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY Z O TF 68.03 • -_ - REVEAL. ¢ , �0 34.7' j ¢ 0 IF 6803 LEGEND P O \o s HON. mI^ S� / V 1^q C , —m/— . ... . . .OVERHEAD WIRES q 64.18; - - v ' 1 J O ELECTRIC MANHOLE 1' BIB -BELGIUM BLOCK 64.04 TC -TOP CURB \ _ EP . ... . . .EDGE OF PAVEMENT 1\ ©4.17 \ 10 A 1 x64.113 .SPOT ELEVATION . . . . . . POLE UTILITY FENCE CORNER 0.9'S ® WA TER METER BOLL DER x 63.76 001411 1� TF TOP FDUNDA TIDN _ _ _ _ W/W WINDOW WELL o \l\ / R� - ' `��r ���l�y CIE . . . . .CELLER ENTRANCE 1 x 6154 F.. LOT 5 DATE BY DESCRIPTION APPROV. BY REVISIONS Town of Southold Suffolk County, New York _ LAW Stanley Road FENCE Mattituck, New York CORNER 1 hereby certify that this map was made from an actual survey FOUNDATION LOCATION SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. MON. completed by me on0510612024. L. K. MCLEAN ASSOCIATES, P.C. DISTRICT 1000 \ CONSULTING ENGINEERS & LAND SURVEYORS SECTION 106.00 X! / BLOCK 106.0 ' S 437 SO. COUNTRY ROAD, BROOKHAVEN. NEW YORKee f u ✓ Y Y Scole: 1' 30' Snt No. _ ` !- Field S— B JAIJ.P.L. LOT 058.000 TAMARA L.STILLMAN,P.L.S. ]� n.a.�By, D.M. Date: 05108120e4 NYSPLS No.50528 1 P+\20099.000 Fields 9 Mattituck Engr & Survey\Survey Dept\Drawings\LOT 4\90099.000 Fnd As-Built.dwg 2/21/2024 J1,32 AM Doiva Matoniene Approved By, T.L.S. He No. 20099.000 Il ~ FINAL AS-BUILT SURVEY OF PROPERTY ON THE 893.18' j SUBDIVISION MAP OF c� A THE FIELDS AT MATTITUCK f LOT 4 FILED MARCH 31, 2006 AS MAP NO. 11370 LOT 3 SITUATE AT Y ALUMINUM 200�021 FENCE N 71°38'13• E G UTILITY MATTITUCK FENCE 7145 x 7Q67 BOX TC 67.60 CORNER FEN; x7a37 EP 67.39 MUN ra.eal 5'POST AND WIRE FENCE x7'N� x x71.08 halo ELECTRIC TOWN OF SOUTHOLD �L X� X X x69.31 MIN. C 67.46 MANHOLE X EP 6723 !4' 4'POST AND WIRE FENCE aW FENCE' DRYWELL PLANTING BED o SUFFOLK COUNTY NEW YORK FENCE ER x 6a55 67.56 x % a6's �DMA, x 67.07 E G-ELECT NE CINDUI S 19°41'45• E '' a4•S PLANTING BED _ _ . _ _ STONE WALL TV 69.42 - ' �, 10,00' AREA OF PARCEL = 35 096t SQ.FT. OR 0.806f ACRE / p_pL I ® I TC 67.07 Z• TV 70JO 67.94 -_ - .r3 R 66 EP 6674 1 6a08 67.98 \\ �- . jQ4E PIS x67.73 I U/G %o¢ 00 LP_1\ W NOTES . ¢. • TV 7a13 5 RE PROPANE .3 no 6a10 TANK �/ /' \ 1 O w j 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. .W JE1. 67.29 x /i RHL NEW' p� 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD 1983, SEPT LEGEND� ��i1�-� `i739 6i36 1/ / 01 IFSEE NOTE CD x 'q 0 LONG ISLAND ZONE. O 1 Q��ST V\ O ` q ® • • • • • • •ROUND DRAIN INLET 3. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1968. J' •. W POOL EQUIP. RDA A , �/ \ Z ¢'' z ON CINC. PAD I Zg,3' W� ( I R. W 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED �' .W W �� c A��"S ', LP2`--/ 0 �} TC 66.21 0 ' ' ' ' ' 'SANITARY MANHOLE LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISIONZ OFTHE Z t- 6699x r , ,� _ «,4,9 -` TWa , EP 65.90 IX. __ xROOF N ' z ^ ^ BIB ' ' ' ' ' ' 'BELGIUM BLOCK NEW PORK STATE EDUCATION LAW. ,1 8' PEA EL 96.94 Cu ,1 Z. t -11 N Q Q TC •TOP CURB 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF 1 , , , , •J - 5-7-1 CU-4 H THE LAND SURVEYOR'S'EMBOSSED°OR°INKED'SEAL SHALL BE CONSIDERED TO BE •'W. x z• �67,47 0�,�" Q 3 EP •EDGE OF PAVEMENT VALID TRUE COPIES. 8,6' �� FFEL 11 �^ . . . . 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN x 6605 o x64.18 •SPOT ELEVATION y iq 69.4 u ,� V Ul ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ,, pa, •Z• d ; ; , W G EXIS E \ J •ELECTRIC METER ADOPTED BY THE NEW PORK STATE ASSOCIATION OF PROFESSIONAL LAND ,6�s7 a o ,i1�UA SIN F1 • Z,_ � %�, 1 ,_,_ �, d .�� ; WATER � Q SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM t a, , `_`O ® •WATER METER THE SUR VEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, • W• o, FF EL. A'" a , Ir `` OL GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE y, 69.4 q, o ;�, ; , . . . . ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE Q ` i E d 67.62 2 STORY �, 3 �� Ep 6.3 0 'BOULDER TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. o ��N 6ZE� FRAMING I•� o , 52.6 Q.¢ TW . . . . . . .IRRIGATION BOX Z." \` 3 o x j F �c� u , , I 2' > 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. • D ` o �" O~C. W/W ' • ' ' ' ' 'WINDOW WELL � � � � 6 64 9' � J� � � O- 6• THE SURVEY CLOSES MATHEMATICALLY. 67.53 a , 9.11® ��� N" •DECIDUOUS TREE W , , , , , ¢, 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT U % i j ,_ , ; 3, \ TC 64.83 I_ ' ' 'CONIFEROUS SHRUB LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFOREANY EXCAVATION IS TO Z :p-;• ,',• 1 ; ; p; ; ; EP 64.59 '1` BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, FF EL.• •FIRST FLOOR ELEVATION SIZEAND TYPE BY THE RESPECTIVE UTILITY COMPANIES. FF EL. I �� E / Z Z A.5'67.8 GARAGE ,r EL d r // ?, u d GF EL.• • • • • • 'GARAGE FLOOR ELEVATION 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLEREPORT SUBJECTTO 67.3 ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY ¢ �' .'' •.' 5 N 6F EL _ / G` CABLE RDL •ROOF DRAIN LEADER REVEAL CONG ; ���F EL. 67.3 35.2 , � / / DRYWELL MANHOLE 10'DIA, RID¢ Z. ` ' _- SLAB �, 67.5 = i gEH 7DEEP/ ELECTRIC ' ' . ' . 'ROOF OVERHANG QPEAN7I06 / /�\ MANHOLE -OH-• •OVERHEAD WIRES . O' x ¢,,F, / / ; I 64.75 TC 63.99 S ` 3 1 / �2' MON. EP 63.75 U3 \ GRAVELY �C�. / '''���JII� j 1` DRICK EDGING / 6t18 EP 6aS3 • .` (L x 1 WIHR x6526 6428 _ 1 W SEPTIC ¢Z 64.04 �. �ij L�, u v2, SEPTIC TANK AND 1 1 .�r 2 CT W 1JIA,x12' DEEP LP .% \ cal DRY WELL x d 1 64r4 10, 6578 A B _ '�'3 xiT ✓-�4D££P 0 nH k ' SEP 10'CLUSTER 11 66.aB 1 CORNER •. . / tt 1 ` I a9s 641a 2 \ [+ IC TANK 18.5' 53,5' LP1 LEACHING PUNL #1 33' 65' 64.60 \ x 63.76 FENCE ii ,,��;,'•'� L� f,.F Q e'tL�f?��1 LEACHING POOL #2 32,5' 51' 10'D HELL //i�3�I 1 \ 4 DEEP A3 x XI63.54 j 5 LOT 5 7 _ T FROM SCDHS DATE H AS PER CDE DESCRIPTION APPRO . BY 4' �,•' U�i1��M ��F NEW REVISIONS FENCE 6� p`' y� Town of Southold CORNER y'. `j 'Ql1` t. s//(! �� Suffolk County, New York Stanley Road ca CEa ~ y * Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. I hereby certify that this map was made from an actual survey FINAL AS-BUILT � DISTRICT 1000 MON ❑ completed by me on 0610412025. c FieldL. K. McLEAN ASSOCIATES, P.C. •r�`-� CONSULTING ENGINEERS & LAND SURVEYORS ^ SECTION 106.00 `', 050528 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK BLOCK 08.00 .�Q LOT 058.000 _ �AW�p Field Survey By. J.P. seole: 1'= so' Sheet No. MMff�m TAMARA L. STILLMAN,P.L.S. Dr.-Bye AM. Here: 06/18�2025 Il PA20099,000 Fie P Mattltuck Engr & Survey\Survey Dept\Draw/ngs\LOT 4\20099.000 As-bul/t Survey.dwg 6/20/2025 3,04 PM Tamara Stillman NYSPLS No. 50528 Approved By, T.L.S. Flee N. 20099,000 Il w FINAL AS'-BUILT SURVEY OF PROPERTY ON THE, Z SUBDIVISION MAP OF 893r18 A THE FIELDS AT AIATTITUCK LOT 4 FILED MARCH 31,2006 AS MAP NO. 11370 LOT 3 � ' SITUATE AT FEE - N 71.38,13• E 200.02, UTILITYr_ MATTITUCK t� fET1�E 7t,g x7437 - CAR ..BOX 7C 6760: ( - xia3i �'67� ELECTRIC HIIN .i ate- 5'PDST AND VIRE FENCE __ X a x x7soa x69.st }�L ,6 TOWN OF SOUTHOLD L_ X X- C 67,16 XAXNDI E' I4 4'PI1ST AND VIRE FENCE a BRYVELL PLANTING BED —— �,; o 67 SUFFOLK COUNTY,NEW YORK zu O.as 10'Bla x67A7 ��£ E aci5 R PLANTING'BED 67 x ai 4'DE£P E U/G ELECTRIG LDIE 2� COADUr S' I9.41'45' a STONI WALL "sass "��_'= ' ��—` 10.00, AREA .OF PARCEL = 35,09.6t SQ.FT. OR 0:806t ACRE Ty 6A42 rc 67g7 Z TV Me 67.91 1. =I v3 (, ER 6671 .. LP_•� 000ppp '- rorEs ,rv7as Bata5F Plt I6798x677J ^I P/�A %M ip,1 W 7. I.'EASUREI_'FMSAREIiIACCORDAh_CEl.4THU.SS7P1101ROS �U Off/ 67" '•L. EV' V R 2 fi1NEY/YO.WCSTATEPLAI.EcoomeuiTESYSTEldtmDiiax (tDL /� SEPTIC >` LO,�IS AAOZ=F_ARE ti„ . 6z h O. :SEE_NOTE d � � �� � LE 155H05. O,1RF.F 'C IA Di9aa LEGEND 6� ;STD Er anw rNEIiE F.REh Er v •J' 1� i POOL EQUIP. � ' RDI= l Q. Grp \ � � ® RQL4YD DRAIN INLET S Q• �)' u' QN CONG'PAD I -. 23,3 w� p t .� 2' ®� t�, Q •SANITARY HANHQLE 4. ur1AUTHoRizEDALTERAT701lORADDInoNTOASURVEYt/APBEAR'YGALLCENSED �- W 1�. -^^•Jl o q ABC'$? LT-Z �,�. 0 ,�. 7C 662L LAND SURVEYORS SEAL IS A woLAT10N OF 5ECnot17209.SUBDIVISION 2 OF THE 6b99x _ I �:�; agNN 4.9 N V 6s9a BIB •BELGIIlH BLOCKPEAK 1rEsvroRcsrATEEoilcarrallAt LL%9+ N S a ' - N W' TC •TOP CURD 5. O\'LY COP•ES FROM THE ORIG!NAL OFTMSSURVEY MARKED KTni A7liOR GINAL OF M Oq. %a, ` ^r - �-7•,', 1 N�y A - THELANDSURVEYORS'EMBOSSE0'OR'INKEO'SEAL SHALL B.ECOYSDERED TO BE (J w z; 67.4 , ,. O3 EP •EOGE OF PAVEHENT VALID TRUE COXES. N `U ;� ,¢ 7s5> 8.6 '� _ t% (�/ 6. CERTIFICATIONS INDICATEDHEREON SIGNIFY THATTHIS SURVEY IVAS PREPARED171. xeS �r o x64JB• •SPOT ELEVATION }-• N ' 19 to V - - ACCORDANCEl91TN THE OGSn11G CODE OF PRACTICEFOR LAND SURVEYORS R m yl EXIS �,J El METE ADOPTEDBY THENEW YORK STATEASSOCIATION OFPROFESSIORALLAND' O_ �.• �6L51 ai m wUUp1ER LINE SURVEYORS-SAID C£R7IACARO,VS SHALL RUN ONLY TO TNEPERSON FOR Y.NO,J S E ' `=1 O ® VA TER 1G£TER nfEsuRVErrsPREPAaEDa Do11HISBEHALFTOTHEn7LECONPANY. FFEL '� , (� pG GOVERPIVENTALAGENOYA.'DLEND'I:GWSnTUnONUSTEDNEREOIIANO TO THE - N LY• % F- 621 i f G t ` -. ASSIGIlEESOFTHELEVOliGfNSnTURO,'L CERhRCA710NSAREteOTTRAIISFERABLE H •:,_ 1 _ p' 6762 Ht 2, STdR a t t i TC�a -1_ 0 'BOULDER TOAODITIONALIfanTUTIONS ORSUBSEOUENTOliTIERS. a R _ RAMS' > 6 7-1- 4- TV reatr,�irrav aox 67- 67b, F LLIN6 ,.� i 52' 2' �:! 7. RIGHTS-oFtYAYf.OTSHO'.VVARENOTCERTIFIED. U O \ Hen >a r E Y '' V/V • ••.•• •VDVDDV VELL A a THE SURVEY CLOSES MATHFWATICALLY. y- ` Z •-\ z d 6isa.�a 9' w 9.1'O 1 .. .DECIDUOUS TREE W �,•S ,. ; B ¢� 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FRO.'AUTIUTYf7ARKOS t` 64fKi �� •CONIFEROUS SHRUB LOCATED ON THE GROUND MWOR RECORD PLANS.BEFOREAUY EXCAYAR01l1570 Z •� p1 1 W-% LP 6459 '1� BEGIN..ALL UNDERGROUND UTILITIES SHOULD BE V6WREDAS TO THEIR LOCAROhC K -4 1, 1 i a% , S j i / x FF£L.• ••' •FJRST FLODR ELEVATION S2EANOTYPEBYTHERESPEcnVEUT1UTYCO'PANIES. I,- 4�•6 a GARAGE GF EL. ••••• •GARAGE FLLW ELEVATION TD. Twssuavevwasr.�ApEvirHournlEeENEFtrofaniLEREpoRr.suBrEcrro' Z. M % t , 6 IVIYEASE vas,cot.-a wis OR ENcuijsRANcESPN UPDATED TIRE SEARW61AY 1 ' N GF EL S I CABA�LISION RDL • •ROOF BRAIN LEADER REVS 5�•� ^SCQN� rFEL 673 35F -''' l i BRYVELL a SLAB a 67S r gEp xTIA, H ELECTRIC RAV . •Rf7GF OVERHANG _ , N( ]'DEEP/ AWHOLE - ^ CV l PLPptil /,/\� 6175 —OH •OVERH£RD VIRES n s 1 , rr 1 VE CLI. i �? HLtu K EADGItRG 0-1j sue Tc 6176 EP 6353 qm%� V 1 x6sP6 stza NNOTEI NEW SEPTIC 6,t6 2,000 'GAL, SEPTIC TANK AND (TV17)-8'DIA.x12' DEEP LP DRYVELL 6678 P 64J1' - %_ Iovra A B 1 10t CLUSTER iT� 1 1: a 6IJ6• �`i 66a9 roxE TANK 18.5, 53.5'ST SEPTIC- 1^Ll 64,60 LP1 LEACHING POaL #1 33' 65' .` •1 fEax ii \ LP2 LEACHING POOL #2 32.5' S1'LF DRYVELL PAD , IO nra st aGE ,•r '" 3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 41DEEP 4'P£fE/ , ';��'j • 3 APPROVAL OF CONSTRUCTED WORKS FOR �ii' ASINGLE FAMILY RESIDENCE LOT 5 o9/a&2o2s R-21-2600 t£9 r 'ir�� Date H.S.Ref.No. ::•' �• I jl►1�grs:��I�� 7/9/$6 HF A9 PER CO]SaLENTL3 FROM,SCDHS TIS DATE' HY DESCRIPTIONS APPAOV. HY The sewage disposal and water supply " r facilities at this location have been 1•• 4' P.,���r;t� 1t> ®r NEW� REVISIONS nspected and/or certified by this Department or other agencies and found t �' to be satisfactory FORA MAXIMUM OF t BEDROOMS. ,- �jQ p Town of Southold /1 � Suffolk County, New York V. �o' TIipN PAt,P.E.,CHIEF Stanley Road Office of Wastewater Management fcntE E Mattituek, New Yolk FINAL AS—BUILT SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. Hirt 1 hereby certify that this map was made from an actual survey completed by me on 0610412025. L. K. McLEAN ASSOCIATES, P-;G.. DISTRICT 1000 �f, �� CONSULTING ENGINEERS & LAND SURVEYORS 050528 SECTION f08.00 y i� 1 / f /1 437 80, COUNTRY ROAD. BROOKHAVEN. NH1F PORK BLOCK 08.00 = C /� 7�l/( llaa S. y eT: JP. Scat I-30 J � �Q � 9+..L Ha 10T 058.000 LAND'� TAMARA L.STILLMA.N,P.L.S. Il . NY$PLS No.50528 Lra.n nr nJt D.W. osilei2o2s 1 P,C20099.000Flelds B Hattitvck En4r 3 SUrvey\Svt'vey.Bept\Droelegs\LUT 4\20099.000 As-ba7t Sltrveydrg 6120/2025.3104 PH Hatt Frosclllella Approved By, T,L,S Fk H. 20099.000 L11AA LETTER OF TRANSMITTAL L. K. McLEAN ASSOCIATES, P F F R 2 6 2024 _ CONSULTING ENGINEERS DATE: 02/23/24 1 PRO1 NO.: 20099 437 SOUTH COUNTRY ROAD ATT: To Whom It May Concern BROOKHAVEN,NEW YORK 11719 S RE: Fields @ Mattituck Lot#4 Tolum ofTO: Town of Southold Building Department 54375 Main Road PO Box 1179 Building Permit Application Southold,NY 11971 We are sending you Fx Attached Under separate cover via the following items: Shop Drawings X Prints X Plans Samples X Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 1 2/23/2024 4 Signed&Notarized Building Permit Application 3 2/23/2024 12 Signed Architectural Site Plans(24"x36") (4th Copy is being sent) 4 2/23/2024 1 Signed Stormwater Management Plan(24"06") 1 2/23/2024 1 Signed Lot#4 Survey(11"x17") 1 2/23/2024 1 Subdivision Survey(24"06") 1 2/23/2024 51 ComCheck/ResCheck These are transmitted as checked below: Approved as Noted Resubmit X For Approval X For Your Use Returned for Corrections Copies for Approval Copies for Distribution As Requested Submit Make Corrections as Noted No Exception Taken Other: For Review and Comment Prints Returned After For Bids Due Loan to Us REMARKS: Copy To: LKMA File Signed: Christopher F.Dwyer,Associate(Auth.Agent) LIK&A !In F E B 2 8 2024 L. K. McLEAN ASSOCIATES, P.C. LETTER OF TRANSMITTAL CONSULTING ENGINEERS Rts9!etrtq Ocu"274-M,cnt DATE: 02/27/24 1 PR01 NO.: 20099 437 SOUTH COUNTRY ROAD i0vVil 01 b3 ouiho ldATT: To Whom It May Concern BROOKHAVEN, NEW YORK 11719 RE: Fields @ Mattituck Lot#4 TO: Town of Southold Building Department 54375 Main Road PO Box 1179 Building Permit Application Southold,NY 11971 We are sending you Ox Attached Under separate cover via the following items: Shop Drawings X Prints X Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 1 2/27/2024 52 ComCheck/ResCheck 1 2/27/2024 12 Signed Architectural Site Plans(24"x36") (4th Copy is being sent) These are transmitted as checked below: Approved as Noted Resubmit X For Approval X For Your Use Returned for Corrections Copies for Approval Copies for Distribution As Requested Submit Make Corrections as Noted No Exception Taken Other: For Review and Comment Prints Returned After For Bids Due Loan to Us REMARKS: Copy To: LKMA File Signed: Christopher F.Dwyer,Associate(Auth.Agent) LK&A L. K. McLEAN ASSOCIATES;iPi C E (� - LETTER OF TRANSMITTAL CONSULTING ENGINEEFS� DATE: ' 09/11/25 PROD NO.: 20099.000 437 SOUTH COUNTRY R4� ATT: To Whom It May Concern BROOKHAVEN, NEW YORK-14 19 S EP 1 2�25 RE: Fields @ Mattituck Lots 4 TO: Town of Southold Building Department 54375 Main Road urfr.°rosCPO epp jzrirtsei,� Final CO Submission PO Box 1179 �Ctf.�tr. r^x�' Southold,NY 11971 `rp?Lai?i�2P We are sending you Ox Attached F—] Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Other: Copie's Date No.Sheets Description 1 09/11/25 5 HERS Energy Certificate 1 09/11/25 2 Town of Southold Certificate of Elictrical Compliance 1 09/11/25 1 Solder Certification 1 09/11/25 1 Insulation Certificate 1 09/11/25 1 Final As Built Survey 1 09/11/25 1 Final SCDHS green stamp approval These are transmitted as checked below: X For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File,Zenith Property Group LLC Signed: Christopher F.Dwyer,Vice President SELF CLOS NG DOOR L ROOM SHALL BE SEPARATED FRUA THE RESIDENCE FA YMN A 3/4 M FRE-RE56TANT ASBJBLY. YPE x FRE RATED GYPSLM BOATED ON WAILS. HIAMCAL ROOM SIDE =CF ANCAL SYSTEM SHALL NOT BE OVERBLIRDE ED )OrrlON&ALL HEW HEATM SWILL BE INSTALLED IN %"CNi P 12-24 OF THE RESDOMAL CODE N ITS ENTFEfY. A08 AR AS Y D IMMATED hETAL FLIJE TO BE VENTED AS LAHLS SPECFICATKM PROVIDE FTffSTOPPNG ® cr x oaf-is e1M1L Df m wr Liss nm 2 ER M,M ANY IVrt M OF A DA M vaM1 Is m r— OPIDSED RA r Y*eEE i E cHwEy P KM LIM�3 FEET MMT M TE ® T g`� ® 2 ABOVE �xto y 2x` I ® - T3 E TO BE VENTED DIRECTLY TO E)T13LL7R PROVOE BR C.T.11 df'H7(AS PER NYS 60D CODE M -d t,2X4, 48)7.C.— I I NG TRAY AND FLOOR DRAIN BELOW WASFER t ® i Q-------------------- PER CODE FOM12 IMEYS.SKYUaM EAVES AM FVXES TO RECEIVE "`y�i�i� PROPQSED�. LEAK BAFSES BY MAP OR APPROVED EQUAL OR LGfrr4G AS PER CODE P3IXi AE0181 Fte and L8e Safety Raectim-Ytm htwia eaereaae BEARING WALL BELOW CC rwtse requrad heren eau,a when are me a more elespha moos ere added a seated In r —————— _ I ^r Q axtdtp&.&Va hIAMW dweFa a "l aft sIW be"lead wM mats a materiels p.rtrTted L——, p® 14 1 smoke alemo located as required to now 6.4.=Ce amok. I - �— — ardas materials m el.rre anal be hterreaoded h aaadaroe wsh Section MM — O iExcrpbwc Inober tbm,bad sin breddaet dw•efgs,amd.dame b� $¢ fs and lead-based pant !exlsarp seas stet not be regtad to be hterparoCmd and here !wired wtere Malmo wet aeh aa Riam are rot r.rond to I �+•`�, I I ugpies The fdowtp *expose the eM t- r 1 tat not be useG AdMMII Power Swroo-Smoke aamu shed be p.notoo to be T g ass Lsted fa the lbattery P—W%loan Ir taled Inbr/drips wdhM parm.dN Power I N J o oran—ft.electrical pow.system a h br/dps where exbtlna less Lsted for the vt.&-t a cwv frishes ere rut removed to expose the xcenf Lead in the %AFMa12 ntaoaremlon-smoke amoo dot rot be required to G3 Woro—ctea wtore battery operated alarm are paomodttea y wale chat is replaced --- - I ® =.R�-BEAM c r-2XI2 RIDGE BEAM O 1 O.CP Closet the replacament I ® .C17NC.FIDGE I `"('OIYTM10C1S"RDG`cVQ,rr 3 rerprements of Section I R9MI2 to bartiors.In.we opt—two tes been a tutory ~ �5 m loe to dp dins Ce eaves cmnha a bedap m U d g 1I1 _{ :ement of ex's6q electrical wet.es d0eigntsd n Tam R M2M en foe beoior Net I 2Xt2'RIDGE BEAM Pii S4 l._J U epair with"mateial be hewed a-spree.*ryes rreml root dtoe r i-& I CONTM7ous ROGE VENT;o® I f-- v,2Kg FtOGE Bt=i1M a rfsced ra—h Q date am slam-type dtgea, I :o° d Lj t V e� CONE: T - wood Ili am wood etekea The Ire border ehel Redas shot coolly of not f—th.two ley.s at uoalaymea c—ded d 34 1trouti 43. mwtnw,w e eed2mrPac po—'al and y—t O g r deer dot m��a h Place of monad o auto ea t o VII/ o a type shot be used for i o o a not evdeme of BotI frwa Ce lowest 60 m h roor eufnoea m a pant ¢N `¢ not less then 24 hood QiD mN onside eo ext.iw wet a ante with the Yo or Co b"v On roofs wrn dope egret m a create { rs 34 ttroudd 43. Irm B utts vab*In 12 mite Awko tK bu be trader _k I V-type receptacles sW also be aMW rot less Con 36 tries(sN.0 rresare0 $d •`.V' ti 4+ ) d axf for brarxh draits atria the root dope flan tlo save e47a a the Ixtdrp f0ur&C conducts aw, DtdW eaaessay strrctues riot cad.t,a J , ,r / �P ¢ L J kv ,yO ceptade outlet steel — �/ r p any to any a pent L r , PROf�O "C.TI \ n.a ct arty ccessbe I cj^l �'- condu ® iQT. 13 f 2X411411 O.CJ s ttrouM 4a I_-- BEARING WALL B&OW f. --� _ - f 13 PR( Rf� Pr10PQSE0RR ® �+ I® +PRQ'OSED ®I *U'+' ® ® Q l 2X10®_76'O.C—--- -— ®16'—— Q I - - --- L. -� L!� .P.*g loquied slaaft del oeruY esmpe and resin s PROPOSED RR r a mare loe�tp - p, 2M a woe.� �opedna oat be _ '2 xpy escape am cease io way a m e d �r Z used wiry 10 d O O ci O' aft a total floor was B a open eooa.qnco wRh Sectoro 96C.I P2 QQa r be required to have—.a--) that Co besxn.d tins ono of i T3 Yi Wo wtlh Section Ran and l -t xq wbh Section RM ."pmw e opwtwe dW be n wtowt the roe of low apatg control .at be poeitted tad emerg"y . opwwvl arargew.y e at*—dnaoiare cry and net dw cp.tp of I.The net de. cfhn anal be_---__ Generated by REScheck-Web Software - E C E Q V ED , i CNJ/ Compliance Certificate F E B 2 8 2024 Project Platinum Fields of Mattituck Lot 4 Southold NY 11952 Slou"'; Ad, Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 3,485 ft2 Glazing Area 10% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Fields of Mattituck, Lot 4 Platinum Building Design, LLC. Southold, NY 11952 off Compliance: Passes using UA trade-,, Y, Compliance: 3.6%Better Than Code Maximum UA: 505 Your UA: 487 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 2x8 Roof: Cathedral Ceiling 858 35.0 0.0 0.030 0.026 26 22 2x10 Roof: Cathedral Ceiling 1,630 35.0 0.0 0.030 0.026 49 42 Ambient Wall: Wood Frame, 16" D.C. 3,215 15.0 3.0 0.061 0.060 171 168 Orientation: Unspecified Front Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Orientation: Unspecified Windows:Vinyl Frame SHGC: 0.30 394 0.300 0.320 118 126 Orientation: Unspecified Garage Wall: Wood Frame, 16" D.C. 234 15.0 0.0 0.077 0.060 18 14 Orientation: Unspecified Basement Stairs:Wood Frame, 16" D.C. 315 13.0 0.0 0.082 0.060 24 18 Orientation: Unspecified Basement Door: Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Orientation: Unspecified Floor Over Basement:All-Wood joist/Truss 1,743 30.0 0.0 0.033 0.047 58 82 Floor Over Garage:All-Wood JoistfFruss 440 30.0 0.0 0.033 0.047 15 21 Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 Data filename: Page 1 of10 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 ��Z��a�� 2024-02-22 Name-Title Signature Date Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 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 �DComplies Requirement will be met. 103.2 !documentation demonstrate )❑Does Not [PR111 energy code compliance for the ��'� !building envelope.Thermal ❑Not Observable !envelope represented on ❑Not Applicable !construction documents. 103.1, ;Construction drawings and ( �DComplies !Requirement will be met. 103.2, ;documentation demonstrate IE]Does Not 403.7 :energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable :dwelling units must demonstrate compliance with the IECC Commercial Provisions. �. 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 E❑Does Not [PR2]2 on loads calculated per ACCA ! Cooling: ! Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. !❑Not Applicable j M Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 �A protective covering is installed to ;❑Complies ;Requirement will be met. [FO1,1]z :}protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below ;❑Not Observable ;grade. i :❑Not Applicable 403.9 i Snow-and ice-melting system controls;❑Complies Exception: Requirement is not applicable. [F012]2 'installed. ;❑Does Not �J 1 ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value & Req:ID Complies? Comments/Assumptions 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 UDoes Not ;table for values. [FRI]1 ❑Not Observable ❑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 �❑Complies :Requirement will be met. [FR4]1 !are determined in accordance ❑Does Not ,with the NFRC test procedure or ;taken from the default table. }❑Not Observable j 1❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not l instructions. LI "1EINot ❑Not Observable Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not ; 1 AAMA/WDMA/CSA 101/I.S.2/A440!!!, or has infiltration rates per NFRC - ]Not Observable 400 that do not exceed code }❑Not Applicable j limits. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2.: 1 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ILINot Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches. Supply and ][]Not Observable I return ducts in other portions of ❑Not Applicable 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 ❑Complies ;Requirement will be met. [FR13]1 i boxes are sealed with ❑Does Not ,D ;joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code,as ❑Not Applicable applicable. 403.15.. Building cavities are not used as :.i❑Complies ;Requirement will be met. [FR15]3 j ducts or plenums. ❑Does Not j � r " EINot Observable , P 1EINot Applicable 403.4 HVAC piping conveying fluids R R- ;❑Complies ;Requirement will be met. [FR17]2 above 105°F or chilled fluids ❑Does Not +below 55°F are insulated to>_R- J ;3 :[-]Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC a S❑Complies :Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3-- Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not SJ 4 ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 Data filename: Page 5 of10 Section Plans.Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.6 !Automatic or gravity dampers are ❑Complies Requirement will be met. (FR19]2. installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable I „. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 Data filename: Page 6 of10 Se Req.Iction Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & D 303.E ;All installed insulation is labeled ❑Complies :Requirement will be met. [IN13j2 or the installed R-values ❑Does Not 8J" provided. _ -]Not Observable I , ;❑Not Applicable 402.1.1, :Floor insulation R-value. R- R- ;❑Complies ;See the Envelope assemblies 402.2.6 ;❑ Wood ❑ Wood PDoes Not ;table for values. [INljl ❑ Steel ❑ Steel ;❑Not Observable UNot Applicable ; 303.2, ;Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 i manufacturer's instructions and ❑Does Not [IN211 in substantial contact with the {y❑Not Observable ;01" i underside of the subfloor, or floor d framing cavity insulation is in []Not Applicable j contact with the top side of ;sheathing, or continuous i insulation is installed on the a underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, i mass wall with at least 1/2 of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN311 ;exterior,the exterior insulation J requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per Jocomplies :Requirement will be met. [IN411 :manufacturer's instructions. a []Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 Data filename: Page 7 of10 Section Plans Verified # Final Inspection Provisions Value . Value Complies? Comments/Assumptions & Ft Final Field Verified 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 402.2.E ❑Not Applicable [FI1] ' i 303.1.1.1,;Ceiling insulation installed per M❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable , ❑Not Applicable 402.2.3 lVented attics with air permeable ❑Complies :Requirement will be met. [F122]2 ;insulation include baffle adjacent ❑Does Not +to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ❑Complies :Requirement will be met. (FI3]1 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 iach in Climate Zones 1-2,and :❑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 ;Requirement will be met. [F127]1 determine air leakage with ft2 ft2 QDoes Not !either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Not Applicable iw.g. across the system including jthe manufacturer's air handler ; I enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch 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 ;Requirement will be met. [F14]1 ;cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable ;handler @ 25 Pa. For rough-in ;tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated �❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of ]EIDoes Not ;design airflow. c ]EINot ❑Not Observable Applicable 4031.1 _ Programmable thermostats ❑Complies :Requirement will be met. [Fl9]2 i installed for control of primary ❑Does Not Z heating and cooling systems and i • j initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; 403.1.2* Heat pump thermostat installed 6❑Complies :Exception: Requirement is [FI10]2 . - ion heat pumps. ❑Does Not :not applicable. ❑Not Observable IE]Not Applicable 403.5.1 Circulating service hot water ❑Complies :Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) -2 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions. & Req.ID 403.6.I ,,All mechanical ventilation system []Complies :Requirement will be met. [FI25]2 }fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ; I and air flow limits per Table Y []Not Observable I R403.6.1. ❑Not Applicable j 403.2. . Hot water boilers supplying heat ❑Complies :Exception: Requirement is [FI26]2 :through one-or two-pipe heating ❑Does Not ;not applicable. l systems have outdoor setback control to lower boiler water ❑Not Observable jtemperature based on outdoor ❑Not Applicable a temperature. { 403,.5.1.1.'4,Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]2 1 have a circulation pump.The ❑Does Not :not applicable. {system return pipe is a dedicated ' i ),return pipe or a cold water supply ❑Not Observable I pipe. Gravity and thermos- ❑Not Applicable isyphon circulation systems are not present. Controls for I 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 ]no demand for hot water exists. ' 403.5.1.2 ;Electric heat trace systems ❑Complies ;Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515. Controls automatically adjust the energy input to the []Not Observable 1 heat tracing to maintain the ❑Not Applicable desired water temperature in the I piping, 403.5:2 I Demand recirculation water ❑Complies ;Exception: Requirement is [,130]2 ?systems have controls that ❑Does Not :not applicable. 'I'manage operation of the pump and limit the temperature of the ❑Not Observable I water entering the cold water ❑Not Applicable j piping to <= 1049F. 403.5.4 .;Drain water heat recovery units JOComplies :Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not :not applicable. B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat r recovery units< 3 psi for }4 �,E]Not Applicable iindividual units connected to one ;� I or two showers. Potable water- side pressure loss of drain water j heat recovery units < 2 psi for j ;individual units connected to jthree or more showers. I. 404.1 90%or more of permanent '.❑Complies Requirement will be met. [F16]1 :fixtures have high efficacy lamps.g ❑Does Not ❑Not Observable € - J❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies ;,Exception: Requirement is [FI23]3 a no continuous pilot light. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. [FI7]2, ❑Does Not ❑Not Observable j 111Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 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 ❑Complies :Requirement will be met. '[FI18]3 ;mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ( ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Platinum Fields of Mattituck Lot 4 Southold NY 11952 Report date: 02/22/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate 'Insulation Rating RValuo Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Pactor SHGC Window 0.30 0.30 Door 0.20 Cooling'Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments i KAA I I PROPOSED RESIDENCE CODE INFORMATION TABLE R301.2(1) THESE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA � IN ICM y:W.�..�' y: 4.: ICE SHIELD ~ �1 CONSTRUCTION DOCUMENTS WERE PREPARED USING WIND DESIGN CRITERIA SUBJECT TO DAMAGE FROM THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE o a :, CONJUNCTION W/ THE PRESCRIPTIVE DESIGN OF THE 2018 GROUND WIND SPEED OPOGRAPHI SPECIAL WIND BORN SEISMIC FROST LINE WINTER UNDERLAY- AIR MEAN J N o ' WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO SNOW (MPH) WIND DEBRIS DESIGN WEATHERING TERMITE DESIGN MENT FLOOD FREEZING ANNUAL N m [ 1L �J j \, CATEGORY ZONE CATEGORY HAZARDS INDEX O w i P liFAMILY DWELLINGS LOAD ) EFFECTS DEPTH TEMP REQUIRED TEMP N � 20 PSF 130 MPH NO NO WITHIN 1 B SEVERE 36' MOD. TO 11 DEG. F. YES NONE 452 N SHORE * • THESE ENERGY CONSERVATION CALCULATIONS WERE PREPARED WLT 14 OF HEAVY ZONE X 599 S.SHORE 51 DErz F. p FIELDS OF MATrITUCK� LOT 4 MATTITUCK, Nil( �I 1952 USING THE 2020 NYS ENERGY CONSERVATION CODE WATER 510 EAST END � Q o DESIGN CRITERIA FOR MANUAL J WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMP. DRAWING INDEX ELEVATION LATITUDE HEATING COOLING FACTOR TEMP. COOLING HEATING TEMP 1 _ � ITS T-01 GENERAL NOTES SITE PLAN 75 DEC, F. DRY BULB DIFFERENCE 0 DIVISION D. Bolts In Wood Framha: 1D8 FT 41 N 15 DEG.F. 86 DECK F. CORRECTION 1 70 DEG.F. 63 DE0 F WET BULB w A-Oil FOUNDATION PLANS o I Work performed shag comply with the following 1 PJ bolts h wood framing shall be standard machine belts with standard malleable ion washers or steel plate DIVISION 7-TFERMAL AND MOISTURE PROTECTION F- a These general notes unless otherwise noted on plans or specifications. washers. A.Rooms A-02 FIRST FLOOR PLAN COOLING TEMP.DIFFERENCE AND VELOCITY WIND VELOCITY COINCIDENT WET WINTER SUMMER O m PI t Fiberglass Shingles: THIRTY(30) year self sealing shingles over 1 layer of 30# asphalt saturated A-03 SECOND FLOOR PLAN DAILY RANGE V) b. Building Code as specified on the architectural drawings. 2 Steel ate Washer sizes shall be as follows: HEATING COOLING BULB HUMIDITY HUMIDITY Q � c. AN applicable local and state codes, ordinances and regulations. a V2' and 5/8' Diam. bolts - 2-V4' so( x 5/16' felt underlayment unless otherwise noted Instal according to manufacturers instructions. 55 DEG. F. d In areas where the drawings do not address methodically, the contractor shad be bound to perform h strict b. 3/4' Dia bolts-2-5/8' sq. x 5/16'. A-04 ROOF PLAN 2. Cedar Shakes: #2 grade red-label cedar shakes (18' 1 x A5'T) over one layer 30# as.f. 11 DECK F. 15 MPH 7.5 MPH F72 DEG F. RANGE M 40% 32 GR®50% RH N compliance with manufacturers specifications and/or recommendations. 3. Each bolt hole h wood shag be dried 1/16'larger than diameter of bolt. tnderlayment. instal with 4 V2'weather exposure. Apply an 18'wide strip of 30# a.s.f. over A-05 ELEVATIONS CQ Z On-site verification of all dmensions and conditions shal be the responsibility of the general contractor and his 4. For sir anchors, see typical detals on architectural drawings. each curse of shakes,9' from bottom edge of shake extending over top of shake and onto A-06 ELEVATIONS subcontractors. E. Lao Bolts T cli 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should consult t Shall be of structural grade steel. 3.sheathing. A-07 SECTIONS \ 3. Eave Flashing: See note B-4, below. T ' ' � � Architect in case of question. 2. Washers shag be placed under the head of lag bolts bearing on wood Length of lag bolts shag be mhmurn B. �s� A-08 DETAILS 4. The general notes and typical details apI*y throughout the job unless otherwise noted or shown. 2/3 depth of members being bolted together. t AN flashing,canter flashing, and coping when of metal shal be of not less than no. 26 U.S. N-01 FASTENER & STRAPPING SCHEDULE & MISC. DETAILS FLOOR AREA RATIO TABLE OF DIMENSIONAL REGULATIONS SOUTHOLD x - 5. Discrepancies: The contractor shall compare and coordinate all drawings:when in the opinion of the contractor, F. Alterho Structural Members: a a discrepancy exists he shag promptly notify the Architect,in writing, before proceeding with the work or he shad gauge corrosion-resistant metal. N-02 AIR SEALING DETAILS 1 No structural member shag be omitted notched cut,blocked out or relocated without prior approval by the 2. Flash al exterior openings and al building corners with approved material to extend at least 4' be responsible for the same and any hdrect results of his action Engheer.Do not alter sizes of members noted without approval of Engineer. behind wall covering. Cover al exposed plywood at building comers with waterproof building N-03 I JOIST DETAILS Existing Structures Proposed Structures 0 �E ! 4 6. Omissions: Architectural drawhgs and specifications shag be considered as part of the conditions for the work G. Bult-uo Beams: paper. FELDS OF MATTITUCK, LOT 4 TAX MAP D. 1000-106.00-08.00-058.000 In the event that certain features of the construction are not fully shown on the drawings, current national, state Area(s4 ft) Area(sq ft) SOUTHOLD, NEW YORK 11952 "' o Z and local codes, ordinances, regulations or a(reements as well as current acceptable buldng practices shag t Built-up beams or joists formed by a multiple of 2 x members shag be interconnected as follows: 3. Step flash at all roof to wag conditions. Flash and caulk wood beams and other projections _ Q Cr a Members 9-V4' and less in depth: glue and'ntemail w/2 rows 16D nails at 12' o.c. staggered through exterior wags or roof surfaces. TOTAL LOT AREA 35,109 govern,and their construction shag bl of the same character o for similar conditions that are shown or noted b. Members greater than 9-V4' in depth or multipb 3 x members through bolt with V2' dameter machine bolts at 4. Eave flashing shag consist of two layers of 15# asJ. cemented together h addition to required SINGLE FAMILY DWELLING R-40 EXISTING PROPOSED 0 Cr � =o O 7.The Architect will not be responsible for and will not have control over construction means, methods, 24' o.c. staggered naing from the edge of the eave up the roof to overlay a point 24 inches hside the interior wall MST - 1842 'd °' techniques, sequences or procedures, or for safety precautions and programs h connection with the work, and will MtiNIvIl1M LOT AREA (SQUARE FEET) 40,000 - 35,109 r. H. Cuttra of Beams Joist and Rafters: fne of the buldng. Table R301 .5 1807 `��( S H'J (Q' ;' not be responsible for the falure of the Client or his contractors, subcontractors, or anyone performing any of the SECOND FLOOR - 1 Cutting of wood beams, joists and rafters steal be limited to cuts and bored holes not deeper than V6 the C. Attic Ventilation work to carry out the work in accordance Rath the approved contract documents. Minimum U n i f o rm I Distributed Live Loads: ATTACHED GARAGE - 790 MBA WDTH OF LOT 150' - 136.46' /,� a S ' 8. Any and al drawings and specifications for sitework,plumbing supply or waste, electrical circxitry, and heating, depth of the member and shag not be boated h the midde of V3 of the span Notch depth of the ends at the t Enclosed attic truss spaces and enclosed roof rafters shah have cross ventilatnn for separate y member shag not exceed V4 the depth of the member.Holes bored or out into joist shag not be closer than 2 space with screened ventilating openings protected against the entrance of moisture and rah h USE LIVE LOAD MIP1RvIUv1 DEPTH OF LOT 175' - ventilating fabricated trusses, and air condticring systems are not a part of the professional services provided to . _ _ _ the Client fa the Architect unless included order their agreement. Any discrepancies with these documents by any inches to the tip or bottom of the joists and the diameter of the hole shag not exceed 1/3 the depth of the accordance with the WFCM, and WS and local codes and ordinances. See details on DETACHED GARAGE 200.02' pest. The tension side of beams, joists and rafters of 4 Indies or greater nominal thickness shal not be notched architectural plans for locations and details. O~ = 0 of the above listed services as shown h domirnents prepared by others should be Indicated h writing to the except at ends of members. Uninhabitable attics without storage 10 psf ROOFED OVER DECKS/PORCHES - 594 MINMUM FRONT YARD DEPTH 50' - 52-9 z w m U Architect irrnedately. DMSION 8 -DOORS AND WINDOWS Q Q > O 0 O . t Pipes in Stud bearho Nails or Shear Nags: w z 0 z z cc 9.Prior to application for building permits,the Contractor wi furnish the Architect with two sets of shop drawhgs A General Uninhabitable attics with limited storage 20 psf OPEN PORCH GREATER THAN 30SF - 46 o = i_ Z o 1 Notches or bored boles to studs of bearing wags or partitions shag not be more than V3 the depth of the MII�vIUM CORNER 2ND FRONT YARD DEPTH 35' - - Q U z of al prefabricated components, are set to be retained by Architect, be other set to be returned to contractor stud t Windows in buildngs located in whdAme debris regions (120 mph wind zone or with-in one mile Habitable attics and attics served with fixed stairs 30 psf ALL ACCESSORY STRUCTURES - - w O w z 0 � LU > U Z after review. Items requiring shop drawings include but are not finned b roof trusses,floor trusses,staffs, J. Bridcinsn and Bbdkhdr of the ocean.bay and sound) shall have glazed openings protected from whd-bome debris or the MNMUM SIDE YARD WDTHS, _ 28.6' W p� 0 W w >O O ocr- O w cabinets, vanities, etc. Should the design or configurations of any prefabricated component be modified dying 1. There shag be not less than one Ine of bridging in every eight feet of span h floor, attic and roof framing. The bunking shag be designed as a partially enclosed bunking in accordance with the Buldng Code of Balconies (exterior) and decks 40 psf TOTAL SQ. FT. - 5,079 19/35' /83.0' �' w w w oOC � O z ccl: Q construction from previously approved shop drawings, the Architect shag be furnished, prior to fabrication, with bridging shag consist of not less than one by three inch lumber double Haled at each end or of equivalent metal New York State. Glazed opening protection for wind-boma debris shag meet the requirements of ANY ONE 1 (FEET)/COMBINlED 54.4' Z urn revised shop drawings incorporating the revision If the Architect is not provided with the above information, the bracing of equal rigidity. Mdspan bridging is not required for attic or roof framing where joist depth does not the Large Missile Test of ASTMS 1996 and of ASTMS 1886 - ~ Z z O a z w z = client shall defend indemnify, and hold harmless the Architect from any, claim or suite whatsoever,including but not Fire Escapes 40 psf % OF LOT COVERAGE 14.5% MNIvIUM REAR YARD DEPTH 50' - = O Q c7 o H w o w O w exceed twelve inches Wombat Block sold at al bearing supports where adequate lateral Exception 915' � O z � U) F =n F U = support is not otherwise o w w Q O Q 0- limited to, ail payments, expenses or costs included, arising or alleged to have arisen from prefabricated items. provided.Block all stud wags at maximum Intervals of eight feet with mimxm of 2 x sold material with tight joints. Wood structural panels with a minimum thickness of 7/16 hch (111 nrri) and a maximum span of 8 Guards and handrails 200 psf 20% - 0� co � F- 00 � O O 10. The conditions and assumptions stated in these specifications shag be verified by the contractor for Provide 2 x frcestops at mid-point vertically of stud wag Bridging as required by floor truss manufacturers printed feet (2438 mm) shag be permitted for opening protection hone- and two-story twildings. Panels MAX % OF LOT COVERAGD 14.5% Q > z J � z U) 1-- H- conformance to local codes and conditions. h the event of a discrepancy between these specifications and local instructions. shag be precut to cover the glazed openings with attachment hardware provided Attachments shag Guard in-fill components 50 psf 1= w C[- Oz O 1 O Y Q 0 be provided h accordance with Table R302212 or shag be designed to resist the co Hants MAXIvIUtul HEICiiT BEET/STORES) 35'/2 V2 _ CC a Y w rr H rr > codes or conditions, the contractor shag notl°y the Architect In writing of the dscr ancy and special engineering 29.56 w a cn = O z O oC = K. Lintel Schedule: Passenger vehicle garages 50 requirements shah be applied to insure the building's structural integrity. g g g psf U w ►- � w w = 11 These requirements may be superseded by more stringent information contained within the drawings. The more 1 Unless otherwise shown provide 1 lintel with 6'mInimum bearing for each 4' of wag thickness and cladding bads determined In accordance with the provisions of the Residential Code of New o7 0 O a0 = z W � Z U stringent shag be followed 2. Lintel Schedule: York State. Rooms other then sleeping rooms 40 psf = z a rr ~ Fii rr w O Span Size of Member 2 Al windows shag have insulating glass, or single glass with storm windows or equal. Sizes H Q O a z a z U 12 Sol conditions shah conform to or exceed the following conditions: Bearing Capacity Mn. 2000 psf. field indicated on plans are nominal only. Builder to consult with window manufacturer to determine exact Sleeping rooms 30 psf verified under all footings and reinforced slabs. Water Table- Mn. Z-O'below bottom of al concrete slabs and UP to 4'-0' 3 Y2 x 3 Y2 x or 2-2x6 rough opening, etc. At least one window from each bedroom area shag have a net clear SIGN PLACEMENT: THE SIGN SHALL BE AFFIXED TO THE 6" DIAMETER APPROVED AS NOTED 4'-T to 5'-0' 4 x 3 Yz x s/� or 2-2x8 sizes, r footings. Footings, foundations, wags, and slabs shall not be placed on or h Marine Clay, Peat and other organic a opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq Ft) with a net clear height of 24', a net dear Stairs 40 psf ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE c materials. 64 to 6'-O' 5 x 3 Y x /,s or 2-2x10 RESIDENTIAL STRUCTURE;PROVIDED HOWEVER THAT: IF CA n.P.s ,56✓ 13. Live Loads: Roof: 20psf.Floor. 40psf (except sleeping rooms: 30psf). Exterior Balconies: 60psf. Stair Landings: 6'-T to 8'-0' 6 x 3 Yz x % or 2-2x12 opening width of 20', and a sir height of 44'or less above the floor for egress purposes. Glazing h doors and fixed glazed panels in'xnediately adjacent to doors or within 18' of the floor, which AFFIXING THE SIGN TO THE ELECTRIC BOX, OR IF THE UTILITY PROVIDING ELECTRIC SERVICE DOES NOT ALLOW THE SIGN TO 40psf. Wind Load:15psf. Garage: 50psf. Maxrtrxm foundation lateral pressure: 40psf. Dead Loads: 10psf. Decks: L. Plywood: may be subject to frequent and recurrent accidental human impact shag be tempered as per BE ADHERED TO THE ELECTRIC BOX, THE SIGN SHALL BE REFLECTIVE WHITE � BY: STRUCTURAL & M.E.P. INFORMATION 40psf. Attics without storage: 10psf. Attics vrith storage: 20psf. Guardrails & Handrails: 200psf. t AN plywood shag be Doug fir or equal, It shag be manufactured and graded in accordance with DOC PS 1-95 ' Residential Code of New York State and local codes and ordinances. AFFIXED TO THE EXTERIOR WALL IMMEDIATELY ADJACENT TO NOTIFY BUILDING DEPARTMENTAT 14. Bottom of footings shag extend below frost line of the locality and minimum 3'-0' below existing grade to for Construction and Industrial Plywood � ' DIVISION 9 - FLASHES THE ELECTRIC BOX;AND IF NO ELECTRIC BOX IS 631 765.1802 8AM TO 4PM FOR THE undisturbed soli or soli compacted to 95% dry density having a load carrying capacity as specified h Note 12, as 2 Each plywood sheet shag bear the 'APA' trademark , IN ACCORDANCE WITH APPENDIX J OF THE 2020 NYSRC, THE ATTACHED TO THE EXTERIOR of THE STRUCTURE OR IF, IN CLASSIFICATION OF verified b a sails engheer licensed in the locality where project is being built A. General EXISTING ELECTRICAL SERVICE, HVAC SYSTEM AND PLUMBING THE OPINION OF THE AUTHORITY HAVING JURISDICTION, THE THE STRUCTURE FOLLOWING INSPECTIONS: Y 3.AN end joints shag be staggered and shag butt along the center lines of framing members.` t AN gypsum wallboard shall be installed h accordance with the provisions of the Residential Code ELECTRIC BOX IS NOT LOCATED IN A PLACE S, TH SI N - UNDER SECTION 602 1. FOUNDATION-TWO REQUIRED 15. AN foundation wag badcfi under slabs where distance from edge of wag to edge of undisturbed soli exceeds 4. The face grain of the plywood shal be laid at right angles to the joists and trusses and parallel to the studs. of New York State and local codes and ordinances (as applicable). SYSTEMS HAVE BEEN INSPECTED AND TO THE BEST OF MY SEEN BY FIREFIGHTERS OR FIRST RESPONDERS, THE SIGN ' OF THE BCNYS 16'.but less than 4'-O', shag consist of dean porous, soil compacted h 6' layers to 95 % dry density or provide 5. Nals shag be placed 3/8' mhhxm from the edge of the sheets. The minimum nail penetration into framing 2. Gypsum wallboard shag not be installed until weather protection for the installation is provided KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT MEETS OR SHALL BE AFFIXED TO A LOCATION APPROVED BY THE FOR POURED CONCRETE #4 rebar at Z-O' o.c.,T-0' beyond edge of uhdsturbed sot and T-W hto foundation wag members shah be 1 V2' for 8d nags and 1 3/8' for 10d nags. Storage should be h accordance with manufacturers instructions. EXCEEDS THE REQUIREMENTS OF THE 2020 NYSRC AND ARE AUTHORITY HAVING JURISDICTION AS A LOCATION TO BE SEEN p 2. ROUGH-FRAMING&PLUMBING 16. Free daihing granular badkfi(SM or bett�sr) shag be used against buindatlon wags consistent with the 6. AN floors shall be nailed as per nailing schedule. 3. AN edges and ends of gypsum wallboard shag occur on the framing members except those ADEQUATE TO FACILITATE THE PROPOSED ADDITION AND BY FlREFIGHTERS OR FlRST RESPONDERS. )\ REFLECTIVE RED 3, INSULATION architectural plans and related details. Equivalent fluid pressure of backfll not to exceed 40pcf (pounds per cubic �,;, PLANTONE 187 foot). If backfi pressures exceed 40pcf, then wags must be designed for actual pressures by a registered M Comer Brach¢ edges which are perpendicular to the framing members. PNI edges of gypsum wallboard shag be h : ALTERATIONS AS DEPICTED ON THE CONSTRUCTION THE SIGN SHALL BE STURDY, NON-FADING, 4. FINAL-CONSTRUCTION MUST N I Unless otherwise noted brace exterior corners of building with 1 x 4 diagonals, let into moderate contact except h concealed spaces where free resistive construction is not required WEATER-RESISTANT MATERIAL, PROVIDED' HOWEVER, THAT A 11 Professional Engineer licensed in the locality where project is being built. studs, or with 4 x 8 plywood sheet of thickness tolmatch that of sheathing,or with 4. The sizes and spacing of fasteners shal comply with the Residential Code of NYS and local }DOCUMENTS. SIGN APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A BE COMPLETE FOR C.O. i 1 17. Unbalanced fir not to exceed T-O' unless otherwise noted and substantiated by engineering calc lations. metal strap devices installed n accordance nailing schedule codes and ordinances fors applicable). TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL PERMANENT NON-FADING STICKER OR DECAL �,, ----- 1/2" STROKE ALL CONSTRUCTION SHALL MEET THE i� Badcfl shag not be placed against wags until slabe taken to and framed floors are h place and have reached 2. Lap plates at ail corners. 5.Provide moisture resistant drywag cement board at tubs and showers as shown on details In JUDGMENT I HAVE CONCLUDED THE STRUCTURE OF THE DESIGNATION FOR STRUCTURAL REQUIREMENTS OF THE CODES NEW their design strength Proper precautions shall be taken to brace foundation wall when badkfilfng. Where badkfll Nalna architectural drawings. COMPONENTS THAT ARE OF YORK STATE. NOT RESPONSIBLE FO�i is required on both sides,backfi both sides simultaneously. EXISTING DWELLING IS STRUCTURALLY SOUND AND ADEQUATE 6 1 AN nailing shaft comply with naing schedules I, WFCM, (see attached schedule) and all state and local building 6.Fro-resistive construction: Garage ceilings and wags when adjacent to a dwelling unit shag be TRUSS TYPE CONSTRUCTION DESIGN OR CONSTRUCTON ERRORS DIVISION codes, or maufacturer's recommendations. ' Y of rated construction according to the UL Design specified on the drawings when nits are TO FACILITATE THE PROPOSED ADDITION AND ALTERATIONS AS SIGN 'f�OR RESIDENTIAL STRUCTURES 3 - CONCRETE DEPICTED ON THE CONSTRUCTION DOCUMENTS. WITH TRUSS TYPE CONSTRUCTION, A. General 0. Fire Stopping designed under NYS standards as indicated on the drawings. (5/8' type X wags and callings) „ F FLOOR FRAMING, INCLUDING PRE-Et�!nINEERED WOOD CONSTRUCTION ..I 1 Fie stopping shag be provided to cut off all concealed draft openings (both vertical and horizontaD with 2' • COMPLY WITH ALL CODES OF 1 The concrete properties shag be as follows: nominal lumber or 2 thicknesses of T no trial lumber with broken lap joints or other approved material. DIVISION 15 - MECHANdDAL GIRDERS AND BEAMS AND/OR I i!vIBER CONSTRUCTION NEW YORK STATE&TOWN CODES Item ri. Connor Strenoth Wn Aggregate size Stem P. AfKxhment A. Heating Ventilation and Air Condtion'ng "R" ROOF FRAMING 45 28 Days (PSI) t AN rafters and joists framing from opposite sides shag lap at least six (3)inches and be nailed together with t AN work shall be h full accordance with all current codes and regulations of the governing "FR" FLOOR AND ROOF FRAMING NOT TO SCALE AS REQUIRED AND CONDITIONS OF 0 Footing 3,000 Y - T 4' T min (3) 10d face nails. ( (see attached nailing schedule for superceedng requirements) agencies. PW Slab-on-Grade 2,501) YZ - T 4'Yz 2.When framing and to end joists shall be secured together by metal straps. 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, W Wags 3,00) Yz - T 4'Yi O.Partitions: duct sizes, etc. to Engineer prior to installation Mechanical subcontractor to review structural Garage Slabs & exterior slabs 3,50) Y' - T 4' T w/5% 1 Generat shop drawings and notify the Engineer of any mechanical and structural and design intent conflictsLU ' 'NG BOARD I W r air entrainment a Provide solid blocking at 4'-O' o.c. between the joist and first interior parallel joist. prior to construction Z Concrete work shag conform to al r b. Splices of the top and bottom portion of double top plates must be staggered a rr"rrun of 4'-O'. 3. AN work shag be done in a neat and workmanlike manner and so as to not needlessly hamper 1 RETAIN STORM WATER RUNOFF �� TRUSTBE$ 9 a N requirements of ACI 318 specifications for structural concrete for buddngs. G Splices shag occur only drectly over studs. that 1 l ' 3. All reinforcement, anchor bolts, pipe sleeves and other inserts shal be positively secured in place and located g roped by professional r B ply of the work performed by others. 1 / PURSUANT TO CHAPTER 23S sop� d Structural variations are glowed if substantiated by engineering calculations. Sta engines \• ., OF THE TOWN COD �'according to the appropriate architectural drawings and details. licensed to practice h the jurisdiction where construction is taking place. One set of calculations to be provided 1 Al work shag be in full accordance with all current codes and regulations of governing agencies. ` E• SCHD B. Rehforcha Steel: to Engineer for approval prior to construction Z AN work shag be done in a neat and workmanlike manner and so as to not needlessly hamper . ' • . 1 Reinforcing steel shall be intermediate gracile new billet deformed bars grade 60 conforming to ASTM& 615. e. Lap top plates at comers and intersections. that portion of the work performed by others. \ 1 • . '., Welded wire fabric shag conform to ASTM A-185. See architectural drawings for sizes and locations. 2 Bearing Walls supporting one floor or more: 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Engineer of \ - . � F•� Z Detailing, fabricating and placing of reinforcement shall be h accordance with ACI-318-99 Manual of Builds a Partitions must be constructed of minimum 2 x 4 studs spaced 16' o.c. of type timber specified any plrnbhg, HVAC, structural and design intent conflicts prior to construction. N 83'21"I 4 E Puauc Irnrfa 200.02' e `.J i I L��� Code Reauiements for Structural Concrete b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shag be centered drectly over pM _ELECTRICAL \ ` - - - - - - - - IV OCCUPANCY OR U 3. AN rehforcing bars which intercept perpendicular elements shal teminate in hooks, placed two (2) inches clear and below lea' wall studs with a tolerance of no more than T unless substantiated by engineering �, I from outer face of element t AN work shag be h full accordance with al applicable National, State and Local codes and shag ' • _ USE ' UNLAWFUL W 4. The contractor shag no the bolding official at least f calculations. notify forty-eight (48) hours prior to each concrete pour.No c. Bearing stud wags must be sheathed with a minimum V2' gypsum board fastened according to drywall comply with the requirements of the serving power and telephone companies. , I S I ; - concrete shall be poised into footings containing standing water or mud.Footings shag be dewatered prior to manufacturer recommendation. 2 AN work shag be done in a neat and workmanlike manner and so as to not needlessly hamhper \ Pmu�nr sx `ow z.e o V) < --A WI I 1 ��U'T CERTIFI ,e Z °'placement of concrete. No concrete shag be placed until all reinforcing has been installed by the contractor and that portion of the work perfomhed by others. ` ,�- - .�- -- -- 1 O % 9 C�y I t a -, ins tad b the R. Wood Roof Trusses: � . • � e' � v' �+ ? � v � ,, Pan y building official or county aloproved licensed inspector. 3. Installation O J -i e_ OF OCCUPANCY � I Trrhber trusses shah be designed h accordance with accepted engineering practices. Calculations, joint strength � I p 5. M nimum protective cover for reinforcing steel shall be as follows: a. AN equipment installed outdoor and exposed to weather shag be weatherproof. \ ' a , _ (A ,n information (allowable bad per square inch or per nail, allowable edge distance, allowable end dstances) bad test N .\ , I / O N W N o a Foothgs: 3' b.Bottom of receptacles and switches shag be located 5' above counter top unless otherwise data and other information as necessary shal be submitted to local authorities for approval prior to fabrication \ 1 , s �O r- b. Beams and columns 2' noted on drawings. 1 rri :' •�(�(� a Each truss shall be secured at bearing with one'rafter tie' metal type anchor at each end Q o a Slab: 3/4' (Wire mesh to be placed at mid-depth of slab) c. Receptacles shag be instated vertically at 12' above finish floor and 12'-0'oc. horizontally. AI c!? ` II c ail 2 Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to \ 1 �%,__)� ��L.I_ATER I NE VVHSTE �h ; �° � d Wags - 1 1/4' at interior face: 3'at exterior face receptacles within 6'-0' horizontally of a sink lavatory or tub shag be wiled to a grouted fault O �1 include this information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type \ O I ,&WATER LINES NEED V r0 'b C. Foundation interrupted circuit. � v < M anchor and a scissors truss connector, 'Simpson' or approved equal, at the other end to tie down the truss aD TESTING BEFOfRE COVERING O Z " '� � 1 Footing depths are shown on the architectual drawings. Footings shag bear a minimum of T-W into original d. Wall switches to be 48' above floor. - ` � b t-+Z � , �' uhdsturbed soil and a minimum of 3'-0' below finished grade. Where r while permitting the truss to move outward without deflecthg the wag. \ #' \ `- H �, ao v gr equlred step footings to ratio of 2 horizontal e. AN smoke detectors to be line voltage and wired h a manner such that the activation of one �? to 1 vertical. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify al spans, will activate all. Each floor level to have at least one smoke detector.Each bedroom to have its ' 1 ooM �-, 70 �^ Q dimensions, heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss 25n.4sEORW, w w 'D� C� ^ u 2 Where conditions develop requiring changes in excavations, such changes shag be made as directed by the own smoke detector in addition to a smoke detector located h a halway outside the bedrooms. layout Ian each sealed by a professional engineer registered in the ' diction where the construction is taking ° REs1OENce < \ Ic \ DO NOT PROCEED NITH H v Engineer. Y p 1� g f. A fine voltage carbon monoxide detector shag be located at each level of the dwelling , indudrhg UNFN"NS"ED ,.' place, to Engineer prior to fabrication, one for Engineers records and one to be retuned to contractor after 1- ` sP5 'r, 1 PLU 3ER CERTIFICATION 3. All footing excavations shal be inspected by the buldng official or county approved inspector prior to the the basement or cellar. , ` .o FF" ; �,,, FRAMING UNTIL S RVEY, E C, review. o . z� E z.� �" �p ON LEAD CONTENT BEFORE w 5 placing of any concrete. Same shag be given forty-eight (48)boos notice for this observation p0o a OF FOUNDATION LO 'ATION cz 4. Truss shop drawings indicating calculations, loading bad test data,horizontal thrust and any other information • . 'Z 1 a . 4. Sol investigation and report: Al earth world, compaction and supervisions shag be done according to the . >� ,~D CERTIf7CATE OF OCCUPANCY HAS BEEN J APPR /ED:; U recommendations of the soil investigation report prepared b a licensed otechrical engineer.Concrete slab and required steal be sealed by a professional engineer registered h the juisdictbn where construction is taking place \ • •e PfeP Y lie g vh . 51� ,ti c^ %) d C, and be submitted to building officials prior to fabrication .-_ footing calculations are based on a ZOOO psf value. If on-site test boring hdcate lesser values, ratify Engineer, h , \ SOLDER USED IN WA TER writing, so that necessary structural modfica'llons can be made. 5. Store trusses above grade on wood sticking h such a way to prevent bending, warping or deflection of .I ' trusses. m'M. , �E °� \< X ® SUPPLYSYSTEM CANNOT 5. Slab-on-grade shall be 4' thick reinforced with 6 x 6 W14 x W14 WWF and shall be placed on 6 mil. vapor \ -k • . s �P�g5 � a� barrier on 4' crushed stone. DIVISION 6 - WOOD (CONTINUED) ' M � F'F' N ��I_. � EXCEED 2/1 0 OF 1%LEAD• TRUSS PLACARDIn a R QUIR�:® 6. Slab-on-grade at porches shag be 4' thicV; mess otherwise noted 6. Roof Truss Bracing: Instal permanent bracing for all wood roof trusses as specified below. Follow all \ , ,,, ®P' 7. Instal anchor straps as per mfg. recommendations: 12' from corners and intervals as per plans. Mrhrrxm recommendations specified in Bracho Wood Trusses: Commentary and Recommendations BWT-76 Truss Plate .� � � � �"� � � � embedment for anchors shall be as specified by manufacturer. institute, Inc. \ - •�'c . j1. 8. Beam pockets steal be formed into concrete wags to provide a continuous level flat solid bearing surface for all a Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct Haling should 1 •�a ` t �r / ELECTRICAL beams. adequately brace the top chord plan However,when gable end trusses are used continuous 2 x 4 braces should , m. A ► 11 � `� °W � � ONSION 6 _ WOOD be installed at a 45' angle to the truss framing. These braces should occr at 3 points on each gable end . rn •\ . . \ems �' INSPECTION If�EQ�JIRED midspan between roof center-Ine and wag on each side of center-line and at center line of roof. A. Lumber Grade: American Softwood Lumber Standard b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. ` ' . . 1 K u`ac61�e►u Grading shag comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. This brace should cross at least 4 adjacent trusses and temirhate at the truss ridge. Securely nal this brace to \ • . % . - I Al lumber shag be, unless otherwise noted No. 2 grade. Douglas Fr-Larch with the following minimum structural al members it crosses. Instal this bracing at ail gable or end wall conditions and at 14 foot mrcinxm intervals \ . z • . i � \ F values. throughout the truss system .\ f� � Must provide Manuals a. Extreme fiber bending stress: 2 x & WIDER Fb 875 PSI c. Bottom Chord Plane. Provide continuous 2 x 4 braces on top of the bottom chord of al roof trusses. Three \. . - . , 9 ► /'0, 1 A' \� b. Horizontal Shear: Fv - 95 PSI rows minimum are required located at the V4 points of the truss span Securely nal these braces to al \ 1 \ • . _ �k ,/ p2,0 \` D,J and S as per c. Compression perpendicular to grain: FcL =625 PSI members that it crosses. . ' • • . •` Z NYS Energy Code d Compression parallel to grab Fc - 1300 PSI S. Wood Floor Trusses: \ I t � \ F e. Modulus of elasticity: E - 1600,000 PSI t Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. Al \ �b i �s..oEe f. Moisture content: 19% maximum. spans, joist depth and spacing to be verified by manufacturer's. Shop dawngs hdeating calculations, baring, bad • \ \ 1 �� vE�tc DIVISION 6 -WOOD (�TM�) test data and any other information required shal be sealed by a professional engineer registered h the \ 1/O 40 Z Other species may be used provided substituted species shall meet or exceed requirements noted above. dunsdction where construction is taking place. Truss manufacturer shall verify al spans, dimensions,bearing . ' . points spacing etc. Fabricator must submit two sets of complete shop drawings and truss layout plan each \ • • •1 �`� � Blower door 3.Moisture content: Al lumber 4'and deeper shal have moisture content not greater than 197, at dried timber is p g \ . �, sealed by a professional engineer registered in the jurisdiction where the construction is taking place, to Engineer and C1llCtWOrk desired but not necessary. Lumber may be kin dried, however drying process must be slow and regulated to \ • . �155. 32 t C3 prior to fabrication one for Engrheer's records and one to be retuned to contractor after review. .\ cause a minnxm amount of checking, comparable with ail dried stock 2- Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to \ N , • •• . ' . \ testing required. 4. All exterior lumber and lumber h contact with masonry or concrete shal be pressure preservative treated In prevent exposure to the elements. Always store upright, especially if stacking \•. - .\ accordance with AF&PA standards and stamped'Ground Contact 0.40 bs/cubic foot'. . 5. Grade stamps shall appear on all kmber. 6. Store al lumber above grade and protect from exposure to weather. \ B. Fitch Beams: \ . I Flitch beams shall have a minimum fb = 15000, E=1t4 with V2'bolts located not closer than 2' from the top ` . ' • An exterior lighting and bottom edge mess otherwise noted There shal be a bolt top and bottom 2' from each and (see typical \ • . ' . flitch plate bolt pattern detail). . • . '\ f:>Milled,rep!aced or C. Joist Hangers: \ . • 1 S'� PLAN repaired,shall conform F.. I Al purlins,joists and beams not framed over supporting members shag be supported \ . • • . ' to Chapter 172 Z Joist hangers shag be prinhe quality steel which conforms to ASTM-A525, min. 22 gauge. Products acceptable T-01 SCALE: T-30' p shal be Simpson, Kant-Sag, or equivalent. \ of the Town Code R I � � . i NOTES OF THE FINISHED ALL OPERABLE OOOR AND GREATER T AN 2WS WITH THE SILL WHIN 24• FROM THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING SHALL BE Symbol Note PROVIDED WITH AN OPENING CONTROL DEVICE THAT COMPLIES WITH SECTION R312 92 AND ASTM F2090 OJ N , PROVIDE MR 18'x24' ACCESS AS PER NYS RESIDENTIAL CODE R4084 POURED CONCRETE STAIRS o m SAW-CUT AS REQUIRED 4000 PSI 0 28 DAYS WITH 6X6 W.W.M. a LL Q HAND RAL& STEPS TO NYS CODE R31L7. OVER 4' OF WELL COMPACTED GRAVEL MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER OVER WELL COMPACTED SOL, TYP. 75'-6' THE M " HEADROOM IN PARTS OF THE STAIRWAY Ng SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED Q3 VERTICALLY FROM THE SLOPED PLANE ADJOMIG THE TREAD NOSING OR FROIA THE FLOOR SURFACE OF LANDING 12'-9' 16-17 OR PLATFORM AS PER NYS CODE R31172 43'-10' 2'-0' R31211 WERE RCOLIRED.GUARDS SHALL BE LOCATED ALONG OPEN SDED WALKING SURFACES,INCLUDING STARS,RAMPS AND STAIR FOUNDATION 8' POURED CONCRETE WALL m Q LANDINGS.THAT ARE LOCATED MORE THAN 30 NCI-ES(M MMI MEASURED VERTICALLY TO T1f FLOOR OR GRADE BELOW AT ANY PONE (TO BE MIN 3'-0' BELOW GRADE) WITHIN 36 NCHES(MMMO HORIZONTALLY TO THE EDGE OF THE OPEN 10'-8' 8' 1T-8' 8• 20'-2' � O SIDE INSECT SCREENrNG SHAD.NOT BE CONSIDERED AS A GUARD. WEL6 5 HOUR RATED SELF CLOSING DOOR 10.55 SF. O OW OW WELL D THE MECHANICAL ROOM SHALL BE SEPARATED FROM THE RESIDENCE 4'-4' 8' T-6' t3� •% ' . OR 8' 3'-6' 8' 10.5 S.F 8'-T ¢ Q & ITS ATTIC AREA WITH A 3/4 HR FIRE-F{ESISTANT ASSEMBLY. 6 - - - - - - - - - - - - - - L cm PROVIDE 6/8' TYPE 9C FIRE RATED GYPSUM BOARD ON WALLS, CELNG ON MECHANICAL ROOM SIDE - - - - - - - - - - - - - - co cm T THE EXISTING MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED STEP DOWN FOOTING Q7 BY THE NEW ADDITION i& ALL NEW HEATING SHALL BE INSTALLED N o ' ACCORDANCE WITH CHUWPTERS 12-24 OF THE RESIDENTIAL CODE TO DEPTH OF BASEMENT B,AIL'IG•1(.L. 'v 4X4 POST Q REMOVE EXISTING MASCNiY CHMNEY INITS ENTIRETY. FOOTING MAX 2 TO b o FROM ABOVE 8 PATCH AND REPAIR AS NECCESSARY. 1 RATIO M (TYPI(TYPICAL)O O c;, DIRECT VENTED INSULATED METAL FLUE TO BE VENTED AS 9 PER MANUFACTURERS:iPECFICATIONS.PROVIDE FRESTOPPNG o 3'-5' 9'-2' 3"-8' 1 t •'► ~ ks• 1 ,• + 1i►'M•�I '• •�'.n, '�•r • itt f ems: 1' •" s' �� ��E l AS PER CURRENT N1Y.�I.RESIDENTIAL CODE ' ? �� ;�:r• a• „ • • • , . .,• R=&9 Tff"1 KT1(Xd CfM EYS SHALL EXTEND NOT LESS THAN 2 N -- - ---r• -t, --------- J I -�---- � T ---�-- -------- ANGLE STEEL LINTEL FEET(610 W HIGHER THAN ANY PORTION OF A BULDNG WTI-N 10 (WR �. 0 g!• ANGLE STEEL LINTEL 10 FEET L4048 MMI,BUT SHALL BE NOT LESS THAN 3 FEET(914 KM ABOVEWA � -- --L - - f - ; - -w:•- •��' ' »•� •-.' 42'-2' y 2D 0 THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. � - 2868 11 CLOTHS DRYER TO BE VENTED DIRECTLY TO EXTERIOR PROVIDE I I I I o 3 I 28 ;�• '�S P" BACKDRAFT DAMPED UWS PER N Y.S CODE M1502) o 1• ems/ y S��u Q PROVIDE PLUMBING TRAY AND FLOOR DRAIN BELOW WASHER 9 m 13 ICE BARRIER AS PER CODE R905.12 O I I I I co Z L�.I 0 ---------------------------r , a-----� - - - - - - -- - - --------1 a �t.•�� i cn o 1.- _ cl) S EAVES AND RAKES TO RECEIVE •+ E M POCKET ---- Q O o O +••r s. •, •��it •• T f ••� �� r rr •�;t�11!' 1i 7�, ;'• :••.• The dazed areas need not be ooenable O- OU Q f 1M r' • ti •" • . w I ZUW JLL 'STORMGUARD'LEAK B ARRER BY'GAF'OR APPROVED EQUAL 'r' •dr-- 's-----------=-y--- a-=--- O -- a-, + ----• ; _ where the ooenim is not reauired by CL LL Z ALL VALLEYS,CHfvPEYS.SKYLK�iT . I _ p I - J ° �a! r------ WITH MOISTURE o I i1 I LL 0 w Z O0 �. Z CD DOORWAY (TYP) ° 0 2x6 P/T SILL PLATE ON J i i PR TECTION ON 0 v r i i tO w >- ILL- Q U Z I � O Q) d / cry O mechanical ventilation system is instated w � Q PROVIDE EXTERIOR LGiTNG AS PER CODE R303 ih ; P i ° TERMITE SHIELD W/ SILL NSULATION' °I, + N, N �' v LL O p >6 U Z •l. J ° LANDING AL SIDES, TYP. in accordance with Section M1505. -- ' _ O0 � � >OLL U LL LLLU �• cD --J .. I 0 0 Q & 5/8' DIA. ANCHOR BOLTS W/ d d �., io ;• I Cr - / 36' O.0 (TYPICAL 12' FROM ENDS OF ° •a ® TYPICAL FOUNDATION M %~i,;" • Z o] W CL Z C7 Z Z d00 - 4X4 POST ° d 36' O. /1T' BEARINGPLATE ® MAX ° j •4r'?� ti w The dazed areas need not be installed -' 10' POURED CONRETE WA ____J = D Q Cw7 C) w p w O w SECTION AJ301 - REPAIRS AJ6018.1 Fro and Life Safety Protection-When interior alterations �I ° EACH PLATE SECTION) (EXTEND J Na ow n rooms where Exceotion 1 is satisfied AJ30t1 Materials. Except as otherwise re FROM �*" w KEYED TO 24'X12' DEEP POURED I p z p �, H- _i U = quired herein, occur,or when one or more sleeping rooms are added or created'n ABOVE d ° �J ° BOLTS MIN. 7' INTO CONCRETE) ° t in kin and artificial taht is provided that is CONCRETE FOOTING .. 1 w O w w Q U Q Z existing dweimps,the inQvidual dwelling unit steal be provided with I ° J ° x capable of prodicho an average U) LL U) J F- H m (- work shag be done using lice materials or materials permitted pr I / ° d J ° ° ,, - � � �_ REINFORCED W/ (2) *5 REBARS w Q > � Q Q U) (nO O by this code for new Construction smoke alarms located as required for new dwellings;the smoke I ° ° / d J d d ° I CNW� GYP. BD. CLG illumination of 6 footcarxies(65 lux) CONT. N FTG (TO BE MIN 3'-0' I L w LL O O J Y O Y Q AJ30111 Hazardous materials. Hazardous materials no alarms shal be interconnected n accordance with Section R314.4. I ° / ° d d 1 I o - -- �' FINISH. AS PER over the area of the room at a height 1 LL LL w Z _ w LL _ LL > longer permitted such as asbestos and {sad-based paint, h other than bed and breakfast dwellings smoke alarms in ° cr- d ° J ° b [n - -- existing areas shal not be required to be interconnected and hard J d d ° ° J i R30213 0 ,inches C/62 rm>)above the floor BELOW GRADE) Fo 1 in U W } w UZli w = shag not be used wired where interior wall or ceiling finishes are not removed to I/ ° J ° ° ° LL 4X4 POST T-6' 4'-3' 9' w = > U AJ30112 Plumbing materials and es. The following e I I °J ° ° ° i - -- FROM LL IM~ w z ng uppli g expose the structure. ° / /J ° ° ° d ° plumbing materials and supplies shag not be used: AJ6018.11 Power Source -Smoke alarms shall be permitted to be PROPOSED 1 AN-purpose solvent cement, unless listed for the battery operated when installed'n buil"without commercial power i � I ° ° °° J° ° i �t I ABOVE � �_ � - - - - � � Q O � � z � z � SLAB ON GRADE I BASEMENT 7X7 PSL NEW 3-vr DIAL x sin ,,. r.►t• � or an on-site electrical power system or in buildings where existing I ¢ I ° J .ALLY COL ON 36'X36'X12'D � •• �speck application. interior wal or Ce&V frishes are not removed to expose the 3 J ° ° d / d J I I (?� 1 ' X 11 �' U) (8'-0' CELNG) POST --- •t ` 2 Flexible traps and tailpieces, unless listed for the mz LVL FLUSH BEA fr o ® � FTG. W 2-*5 REBARS EACH 4X4 POST 11 specific application AJ60 8 L2 Interconnection-Smoke alarms shall not be required to i O j ° ° /° ° J° ° a 1 Z, WAY (TYPICAL) S. o d ° w ti ABOVE 3. Solder having more than 02 percent lead in the be ntercorrmected where battery operated alarms are 0 ° ° . 4X4 POST 11 co• _ FROM .t pemrttedtted i ° / ° d • I cD - - -1 f, r - - - 7 F - - - /� ° •• I FROM ABOVE ABOVE repay of potable water systems. d ° ;_ ® � I d ° PITCH SLAB ° 1 I 1 I 1 - I LL AJ3012 Water closets. Where any water closet is replaced Q J d a d ° ,J ` I (2) 1 t X 14' LVL BEAM 0 1 t X 14' LVL BEAM 0 1 �' X 14' LVL BEAM 0 1 �' X 14' LVL B M ( 1 X 14' LVL M (2) 1 t X 14- L BEAM � I' MR V PER FOOT ° J - _ _ 1 With a newly manufactured water closet, the replacement , d , -I' I_1 - - -�' - - o-• °J d ° 1 BEAM POCKET 4X4 POST BEAM POCKET water closet shag comply with the requirements of Section ° a d d # I I I I I I 1MOISTURE • , v R905.12 Ice galena h areas where there has been a history ° / J ° d I WITH MOISTURE FROM WITH P2903.2 of ice forming along the eaves causing a backup of � I I ° d ° d J 1 ~ ~ . � d ° . I PROTECTION ON �- - - - � ABOVE L - - - J L - - - J L - - J L - - - � PROTECTED ON '• I n. CO � AJ3013 Electrical. Repair or replacement of existing electrical water as designated'n Table R3012(V, an ice barrier shag ° d ' J ° L 11 g equipment going repair asphalt shingles,metal roof I ALL SIDES, TYP. ALL SIDES O wiring and a rent under r air with like material be instated for slrn(Iles,mineral- I 1 ° ° ° d .,J •• shag be pemnitted. surfaced roll roofing,slate and slate-type shingles, i giJ ° J a TYPICAL FOUNDATIOR ,J 4 T-Ent 12'-5 ' 10'-6 ' 6'-11 ' 6'-111q' T-0 ' N 1 Exceptions: wood shimaes and wood shakes The ice barrier ahem consist I / d J a 10' POURED CONCRETE WALL cy I Replacement of electrical receptacles shag comply of not fewer then two layers of lndarlayment cemented �b i �' ° ° KEYED TO 24'x12' DEEP POURED I o d 2x6 P/T SILL PLATE ON TERMITE • together, or a self-adhering polymer-modified bite nen cc ° I m O SHIELD W/ SILL INSULATION & 5/8' 4' P.0 SLAB WITH 6X6 with the requirements of Chapters 34 through 43. I I ° cn CONCRETE FOOTING REINFORCED d •� N. W.WM ON 6 MIL VAPOR sheet shag be used in place of nominal nrmderlayment and I I ° b I � DIA. ANCHOR BOLTS W/ 3'x3'x5/16' 2 Plug fuses of the Edson-base type steal be used for ° d ° W/ (2) *5 KEBABS COAT. N FTG I i I w P extend from the lowest edges of al roof surfaces to a pant 1 d (- BARRIER & 4' CLEAN oD a• replacements only where there is not evidence of not less than 24 inches (610 min)aside the exterior wag I I , ° d (TO BE MIN. 3'-0' BELOW GRADE)° ,J 1 !': I ►� BEARING PLATE ® MAX 36' O.0 /J ° - ° d d 00 cn 4M (TYPICAL 12' FROM ENDS OF EACH GRAVEL BELOW SLAB l D Z overfusing or tampering in accordance with the tine of the bolding.On roofs with slope equal to or greater I J ° d d I I � � w m applicable requirements of Chapters 34 through 43. than 8 units vertical inn 12 arts honzontat me ice barrier I d a o ° I I T PLATE SECTIOM(EXTEND BOLTS MIN Ell 4" 3. For replacement of no oundin -type receptacles anal also be applied not less man 36 inches (914 mrW measured 4X4 POSTI I ° d ° J ° '' I '-vwi � T INTO CONCRETD P 9 tYP P 1 1 d / ° i with grounding-type receptacles and for branch circuits along the roof slope from the save edge of the building ° 2T-0' 21 J 8'-2' 11'-4' 1T-8' m p � N FROM that do not have an equipment grounding conductor Exception:Detached accessory structures not containing ' ABOVE I J ° ° °° °° +- �ii i a co � •�• i I conditioned floor area I i° /° ° 5 r I N in the branch circuitry, the grounding ° J d ° I :7•• I conductor of a grounding-type race fade outlet steal i i ° / °J ° d ° I 1 ,• ® x P.T. D.J. �,� 0 i PROP. P I COORDINATE ROUGH OPENING ,J ° d d I 4X4 POST .� %A ''. �; •• '*.. t. Cc rn •,, ��a rn be permitted to be grounded to any accessible point 1 J ° ° I •• _ •�!:: i: w 2X8 on the grounding electrode system, or to any accessible 1 d a WITH NEW FOUNDATION WALL / /J ° ° i FROM I �` r- _-_ _ -� _-_._._ • "�• 16'O.C. °D point on the grounding electrode conductor, as I I / AND PROPOSED DOOR d d ABOVE I ,: 1 g� x;lI N allowed and described in Chapters 34 through 43. 4'-3' 9' • 4X4 P T 0 LL o i ° °TYPICAL GARAGE SLAB: ° ° i i- -------�Oo •*! ` - FROM +. g 5' P.C. SLAB W/ 6x6 10/10 W. °° /J d I .. tit. '(�S.. .r.• '► t t ABOVE f J ° *6 REBAR o 12' O.C. E.W. 1 I -- -- ----------- ' __- 4X4 POST BEAM PO T ' J ° d ° 6 MIL VAPOR BARRIER ° ° i i -� -- �- r; FRO WITH MOISTURE U) I 4' COMPACTED POROUS GRAVEL-FILL ° d 1 ' I P/T 2x8 LEDGER BOARD • 9 ABOVE PROTECT N ON ° (95% WELL COMPACTED) ° lv ,; SECURED TO HOUSE W/ o U ALL SIDE,', TYR � d 20'-4' T �J a ° ° d ° / °,J �'� r'rx" V2' GALV. LAG BOLTS ® ', H io n Q / ° ° d � 16' O.C. STAGGERED (SEE �! a DETAIL D1-02 SHEET A-08) O I a i- r , L '• i cc 1 4X4 POSTI ° I d N 1 ' i•'� •t"L• • ' N • {Z •>> •�Qti �1•t•• _ ��.` y ��' ,•y »'• • Pro FROM 1 ° ° d /J I 'Rr fM (2)2x8 P.T. rn I . I ° ° d 1 . 6X6 ACQ POST & 16' DIA ____ - - - - - J FLUSH GIRDER I a0 F a ABOVE I I QJ ° ° d /� d 1 P.C. PER FOOTING MIN. 3'-0' ---------- ------- --------- -----'--- - ----- �I .� I J ° ° ° BELOW GRADE TO BEAR N «. Lam- ------4----7J---�- --��- -.--- ---- ----- a--- ----r I ON VIRGIN SOIL (TYP) ® a rn z .'xi • '' ? '�►• •:.f 't:, :' is 'r� � I•r �.�`•' f.' ` I (3)2x10 P.T. GIRDER a N Zc i N r h a STEP DOWN FOOTING N N (3)2x10 P.T.GIRDER (3)2x10 P.T. GIRDER ; (3)2x10 P.T. GIRDER (3)2x10 P.T. GIRDER (3)2x10 P.T. GIRDER I N o TO DEPTH OF BASEMENT N - - .•ti - - - '' - - - . - 101, FOOTING MAX 2 TO °' ' ' °' - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - J aj 1 RATIO 2X12 P.T. STRINGER 4' THICK CONIC. SLAB ® 24' O.C. MAX - - - - - - - - - - ® B/O STRINGER O M 5 a Q WINDOW SCHEDULE T-1' 12'-1011' 12'-10 ' U ROUGH OPENING UNIT DIMENSION 9' - Ti-1• d 9' H LABEL QUANTITY MANAU=ACTURER MODEL (W X H) (W X H0 GLASS AREA VENT AREA REMARKS U � wz A 2 ANDERSEN CX135 2'-8' X 3'-5 2'-7 X 3'-4 6.8 6.3 BASEMENT EGRESS WINDOWS B 2 ANDERSEN DH210410 3'-0 X 5'-0 2'-11 ' X 5'-0 10.45 5.83 C, C 3 ANDERSEN (3DIM210410 8'-11 ' X 5'-0 8'-11 �' X 5'-0 �' 3135 17.49 - 22_8' T-4' 13'-0' 10'-0' 2Z-W D 2 ANDERSEN AW251 2'-4 X 2'-4 2'-4 ' X 2'-4 3.9 11 TEMPERED 75'-0' E 1 ANDERSEN P4035 4'-0 ' X 3'-5 4'-0' X 3'-4 6.87 3.85 - F 1 ANDERSEN (2JFWG68 8 12'-5 ' X 6'- 8 12'-4 ' X 6'-7 58.07 20.85 TEMPERED (?�FWG3368 G 4 ANDERSEN' (2)DH3046 6'-3 X 4'-8 6'-3 ' X 4'-8 20.62 11.5 - H 1 ANDERSEN' AFFW6035 5'-11 ' X 4'-2 S'-11 ' X 4'-2 20.8 - ARCH WINDOW 1 1 ANDERSEN DH2O210 2'-2 ' X 3'-0 2'-1 ' X 3'-0 �' 3.68 218 - J 2 ANDERSEN DH310310 3'-11 �• X 4'-0 �• 3'-11 �' X 4'-0 �• 12-16 - PICTURE WINDOW, TEMPERED K 1 ANDERSEN' A W31 3'-0 � X 2'-4 �• 2'-11 J X 2'-4 ' 52 14 TEMPERED rT� FOUNDATION PLAN L 2 ANDERSEN DH24310 2'-6 k X 4'-0 Z-5 t X 4'-0 6.37 3.66 TEMPERED �01 SCALE: 1/4'=1'-0' SECTION R314 SMOKE ALARM N�E: (Nl') 915.3 DETECTION LOCATIONS R314.1 GENERAL.SMOKE ALARMS SHALL COMPLY WITH WPA 72 AND SECTION R314. R3U3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED N THE FOLLOWNG NOTE: NOTE SYMBOL LFGEN® CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS R314.tl LISTNGS.SMOKE ALARMS SHALL BE LISTED N ACCORDANCE WITH UL 2R.COMBNATION SMOKE LOCATIONS: ARCHITECT FIELD VERIFIED CONDITION OF CONTRACTOR TO RE-GRADE EXTG. WALLS TO BE REMOVED ------- REQUIRED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED N LOCATIONS AND CARBON MONOME ALARMS SHALL BE LISTED N ACCORDANCE WITH U_27 AND U_2M4. I N EACH SU333M ROOM SOL FOR BEARING CAPACITY OF ONE TON EXISTING EARTH. PITCH AWAY O SINGLE & MULTIPLE STATION THAT AVOID DEAD AIR SPACES, TURBULENT AIR SPACES, FRESH AIR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH R3142 WHERE REQUFUSD SMOKE ALARMS SHALL BE PROVIDED N ACCORDANCE WITH THIS SECTION. 2 OUTSIDE EACH SEPARATE SUING AREA N THE 140MTE VICNTY OF THE PER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS EXTG. WALLS TO REMAIN OBSTRUCTIONS THAT COUP PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION R31421 NEW ALTERACONSTRTIONS. REPAIRS SMOKE ALARMS S.WHERE BE PROVIDED IN DWBLLNG Lars NEACHBEDROOMS. LR31422 ALTERATONS,I�AFLS AND ADDITONS.RNHBRE ALT6RATONTS,REPAIRS OR ADDITIONS 3. ON EACH ADDITIONAL STORY OF THE DwEI.LNC;INCLUDING BASErBNrs AND LEVEL BELOW BOTTOM OF FOOTINGS. G.C. � MI►`L 6' CLEAR FROM BOTTOM ® CARBON MONOXIDE DETECTOR �yy CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE. REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE ADDED M CREATED N HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE TO NOTIFY ARCHITECT IF FIELD CONDITIONS OF NEW SIDING TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERN. EMSTNG DWELLINGS,THE INDIVIDUAL DWELLING LW SHALL BE EQUIPPED WITH SMOKE ALARMS ATTICS.N DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT ARE NOT CONSISTANT THROUGHOUT BEARING WALL LOCATED AS REOl1FED FOR NEW DWELLNGS AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM • 75 CFM FAN EXCEPTIONS: INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER ENTIRE SITE.fPLANS ASSUME A BEARING NOTE: BRACED WALL FRAME/SHEAR EXC EPTK)R WERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE t WORK INVOLVING THE EKrEROR SURFACES OF DWE LAGS,SUCH AS THE REPLACEMENT OF LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FILL STORY CAPACITY OF ONE TON PER SQ. FT.) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXIDE DETECTOR MAY BE PROVIDED IN AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH RooFTNx3 OR SIDING,THE ADDITION OR REPLAamw OF WIDOWS OR DOORS,OR THE ADDITION BELOW THE(•PPEFR LEVa-SMOKE ALARM SHALL BE INSTALLED NOT LESS EXISTING FIRST FLOOR WINDOW El POST TERMINATION OUTLINED IN TABLE 602.10.4 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK,ARE DEM T FROM TIE REQUIREMENTS OF THIS SECTION. THAN 3 FEET CM Mu0 HORIZONTALLY FROM THE DOOR OR OPENING OF A HEADER SIZES. MIN SIZE TO BE HOLD DOWN SEE SHT N-01 -� 2 NSTALLATOR ALTERATION OR REPAIRS OF PULIMBNG OR NECHANCAI_SYSTEMS ARE EXEMPT BATHROOM THAT CONTAINS A BATH JE1 OR SHOWER UNLESS THIS WOULD � NEW P.0 END. WALL REDUCED BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR FROM THE REQLrRaeJrs OF THIS sEQTXX PREVENT PLACEMENT OF A SMOKE ALARM REQt�BY SECTION R314A (2)2x6 UN.O. i NOTES OF TI-E ALL FINISHED BLE WINDOWS OOR AND GREATER T-iATN�7'224- 75.5' FROM THE FINISHED GRADE OR OTHER SURFACE 32.1 LINEAR FEET SHEAR WALL REQUIRED N BELOW ON THE EXTERIOR OF THE BULDNG SHALL BE Symbol Note PROVIDED WITH AN OPENING CONTROL DEVICE THAT 41.2 LINEAR FEET SHEER WALL O N ' COMPLIES WITH SECTION R31222 AND ASTM F2090 CS WITH HOLD DOWNS PROVIDED N o, Q PROVIDE MN. 18'x24' ACCESS AS PER NYS RESD04TIAL CODE 84084 3.3' 8.5' 6.9' 6.7' 2.3' 5.0' 8.5' N � SAW-CUT AS REQUFl® Q HAND RAL & STEPS TO NYS CODE R3n7. SH.W. SH.W. SH.W. SH.W. SH.W. SH.W. SH.W. * ' MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER CS-PF. CS-PF. CS-PF. CS-PF. CS-PF., CS-PF. CS-PF. a TIE MN%A M HEADROOM IN ALL PARTS OF THE STAIRWAY d 3 K < C � SHALL NOT BE LESS TFVA 6 FEET 8 INCHES MEASURED Q3 VERTICALLY FROM THE ELOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF LANDING 75'-6' OR PLATFORM AS PER NYS CODE R31172 1 NOTE R31211 MERE REQUFIED.(UMIDS SHAD_BE LOCATED ALONG A07 2 OPEN-SIDED wAuwG sLAFACEs,INCLUDING sTAFTs.Rags AM 12'-9' 16'-1T A07 SHEAR WALL DESIGN AS PER WOOD «- 43'-10' FRAMED CONSTRUCTION MANUAL 2015 Q CD LANDNGS.THAT ARE LOCATED MORE THAN 30 INCHES(782 MM) CL MEASURED VERTICALLY TO TIE FLOOR OR GRADE BELOW AT ANY PONT EDITION!AND T EXTERIOR SHEAR WITHIN 38 NCI IEs csla MM)HORIZONTAu Y TO TIE EDGE of THE OPEN �'-8' 13'-0' 20'-2' WALLS AND TABLE 3.17A. �w L H � SIDE INSECT SCFENG SHiL1_NOT BE CONSIDERED AS A GUARD. _ O m Q5 W WELL Cl) HOUR RATED SELF CLOSNG DOOR 10V WINDOW SEE g� 10.55 SOF SEE Q THE MECHANICAL ROOM SHALL BE SEPARATED FROM THE RESIDENCE 1 SECTION PAGE SECTION PAGE NEW HOEDOWN CONNECTION N Q & ITS ATTIC AREA WITH A 3/4 FIR FIRE-RESISTANT ASSEMBLY. A08 A-01 A-01 'SIMPSOW HI]U5. (TYP) PROVIDE 5/8'TYPE 7P FIRE RATED GYPSUM BOARD ON WALLS CELNG ON MECHANICAL ROOM SIDE 16'-11' -- - 43'-0' _--- NEW SHEARWALL SEGMENTS \ THE EASTNG kECHANCAL SYSTEM SHALL NOT BE OVERBURDENED 7 BY THE NEW ADDITION& ALL NEW HEATNG SHALL BE INSTALLED N 3'-T 9'-11' 3'-6' 6'-4' 10'-5' 15'-8' •� 10'-7' REQUERED•(TYP) SEE SHEET N-01 FOR ACCORDANCE WITH CHAPTERS 12-24 OF THE RESDENTIAL CODE GRESS 0 ih DRESS 4x4 POST TO REST HOEDOWN DETAILS REMOVE EMSTNG MASONRY CHLtEY N ITS ENTFETY. O WINDOW ® O 15 O OW ON FOUND. WALL (AREA SHOWN HATCHED THUS, TYP) ® PATCH AND !REPAIR AS NECCESSARY. _ - - WELL BELOW (TYP) DIRECT VENTED NSULATID METAL FLUE TO BE VENTED AS Q9 PER MANUFACTURERS SPECFlCATIONS.PROVIDE FRESTOPPNG U_ N O O ------ - (2)2X10 HEADER (2) 1 ' x 9 � LVL F USH BEAM 40 O`po 11ti O 0 4x4 POST TO REST ON FOUND. o co . `' '" Z AS PER CURRENT NY.S. RESIDENTIAL CODE M = I DW I S ? WALL BELOW (TYP) O N Q e o R=3.9 TERMINATION CHMNUS SHALL BMW NOT LESS THAN 2 (n U O U � 0 DIRECT VENT GAS rt EL FEET(810 MuD HIGHER THAN ANY PORTION OF A BUILDING VJfTI N 10 - - U o o ? FIREPLACE BY 'HEAT & GLO' O o O 10 FEET LIM MWi BUT SHALL BE NOT LESS THAN 3 FEET GU W ABOVE iv Q o 0 1 ' x 11 �' LVLFLUSH BEAM o P (Lo ® o MODEL *6000CL °' o► [tj w THE HO-EST PONT WHORE TIf CHIOEY PASSES THROUGH THE ROOF. Lu co L KITCHEN DESIGN TO Cu)) 0 rn cwn T in O Q CLOTHS DRYER TO BE VBdTED DIRECTLY TO IXTEAIOR PROVIDE CO - iv 0 x tL m I I O ® �� - �� O ® COORDINATE ALL WSJ H,J P r N o N. BE APPROVED AND o ao , a BACKDRAFT DAMPER (AS PER N.Y.S. CODE M1502) 4' 4' 5•-T 3 2R o O w N d N MANUFACTURERS SPECS 11 -v ' EL +68.8 a RDNATED BY OWNER Cc N io o (ti 1 ' x 11 �' LVL FLUSH BEAM o 00 DIMENSIONS WITH �'S/ Q PROVIDE PLUMBING TRAY AND FLOOR DRAIN BELOW WASHER Q 2868 4 w PROPOSED C.J. Q -.,. 13 ICE BARRIER AS PER CODE R905.12 2X8 ® 16'0. : ` Q - (211 ' x11 �' (211 ' xtl �' } i' 0 - � `w� PROVIDE R-15 GATT �O � � p p RANGE 0 1 ' x 11 �' LVL FLUSH BEAM LVL FL. BEAM LVL FL. BEAM z U W Li_ U Q 14 rn w LANDING I I I I FRAMING OF THE FIREPLACE io i w 0, z O z ALL VALLEYS, C�ivnEYS,sKYIJGHTS,EAVES AND RAKES TO !RECEIVE C„ _ `? 0 2 FAMILY R"�I. J oc o O � O_ L5 = U) ¢ 0 'STORMGUAFU LEAK BARRIER BY'GAF' OR APPROVED EQUAL U x d I4TCHEN ¢ ¢ 9' GEEING 1 Q U Z 15 PROVIDE EXTERIOR LKRNG AS PER CODE R303 - - - - - - - o N o 4x4 POST TO Q3 io 9" CEILING w LLB' U m BOX AT EXTERIOR WALLS. SEE 'v w ►- 0 w H O 0 / o-?tD REST ON T-0 ' v CO x ¢ w O w Z O (D D un w SHEET N-02 FOR AR SEALING 0 } U Z °�o FOUND. WALL 4 Q ¢ M d LLLu 0° - INFORMATION. = oC w >O w0 0 WL�.� oC / w BELOW (TYP) m �' `� -� Fir' o C? LL O 0 M W ED z (D Z (n Q / o w TO Q �QWQW � ZWZO Cr SECTION AJ301 - REPAIRS I I / (3) 1 ' x 18' LVL BOTTOM FLUSH BEAM �- 3'-4' 3'-4' U 2'-0' 4' 3'-6' 5' �ZO LL_ = z C7 I- w o w w AJ3011 Materials. Except as otherwise regked herein, - _,- _ _ _ 211 1 J i`w I 1 AjOD ® 1 work shall be done using Ike materials or materials permitted w w \ w A r bD '''°0 J I M = U M<O W J ~ ~ m ~ z 0 p ( w TLLI *- N (/� U wQ > � QQcn �0 O NOTE / > > � a= x `' x ""° .rt I'-- O_ aC O Z _I Z H- I- by this code for new construction -i ac w x >_ l- w 111 z 0 Y O Y Q Cf) THE GARAGE SHALL B SEPARATED PITCH SLAB I w ISLAND a 0 in oC W Z 0 W � 0 aC > AJ30111 Hazardous materials. Hazardous materials no I /� (212X6 HEADER pto cn cj ,:,,, x O_ 05 Lu O z O FROM THE RESIDENCE ITS ATTIC MINI w Lu R w = longer permitted such as asbestos and lead-based paint, I S WITH A 3/4 V PER FOOT (HIGH) 1-REF o o �, 0 ® T-6' 4'-3' 9' W LL _ > cn U shag not be used A x x 0 cn ED 0 0 Lira 3 z ¢ FIRE-RESISTANT A Y. PROVIDE -8' z = z W oC w w w O AJ30112 Plumbing materials and supplies. 'The fobwing I I w o °o `'� ►- � dA•r � w H- Q O O_ � z w z U phmbing materials and supplies shag not be used I m / 5/8' TYPE 'X' FIRE RA GYPSUM 4x4 POST co r °D ® 1 1 All-purpose solvent cement, unless listed for the I BOARD ON WALLS, NG ON EOM o UP X - i R 7X7 PSL POST o I °' C) _j w GARAGE SIDE & V2' THICK, TYPE 7C, cn x (?� 1 ' x 11 �' �� TO REST ON o CLOSET CL. (2)2X1 DER p do ABOVE o N 3 0 O ® T-4 2'-T 4' w specific application. o *= ' 2. Flexible traps and tailpieces, unless listed for the r I GYPSUM BOARD NSTA ON °o o c'� LVL FL BEAM I STEEL COLUMN N 4'-10 ' cc T-3 ' ¢ > > specific application. x cli OPPOSITE SIDE OF WA I ,� ' -0 BELOW 5/4 X 6' P.T. O apple \ Q FIN 1ST FLR LU m 3. Solder having more than 02 percent lead at the �' \ w ® 2 5 EL +39.0 010 ,�g10 cw„ J LU LU repair of potable water systems. p I \ 3 0 ti 0 o d Z) w C0 (212X6 HEA (?� 1 x 11 LVL EA (3) 1 x 11 LVL FLUSH BEAM (2) 1 ' x 11 LVL FLUSH BEAM ;_ _ AJ3012 Water closets. Where any water closet is replaced \ (HIGH) _ _ - _ __ _ o ¢I Z with a newly manufactured water closet, the replacement I \ w 4X4 POST TO (3) 1 t x 11 �' LVL FLUSH BEAM F- M w F- water closet shag comply with the requirements of Section = -� L LJ ' PANTRY ® w rn w O U' -j 0 \ R15 BATT INSULATION- 00 _ REST ON STEEL 50 ° , F 2 2 ' 2'-9 ' g N co N un P29032 w Q > \ o cj (j COLUMN BELOW \_4X4POST TO REST ON STEEL _ '`'°° L� p AJ3013 Electrical Repair or replacement cf existing electrical � O I \ N o 0 I co o w COLUMN BELOW w W -I 2 wiring and equipment undergoing reparc with Ike material I T x °r o w Q O L1J n- \ TH��E CAR � '- -5 r =I 2470 co LL w = shag be pem-itted. Q w I I \ ® > ® OPEN Tin2-1 Exceptions: = 00 J J z FIN GARAGE \ GARAGE cn Cc U) o> ' ,' kFAN O i Q H_ 1 Replacement of electrical receptacles shag comply OY � I ,685 ti w '�'°D ,:w ,�,_, CI.. L` ABOVE �' ) o LLI o Q \ 9'-10' CELgVG ac io a with the requirements of Chapters 34 through 43. O Lu w nr w > � Z air 2 Plug fuses of the Edison-base type shag be used for = Lwi.l - - - - - - - - x (n cn 2470 cc w Cc N J co Cn only where there is not evidence of LL 4x4 POST TO REST ON o DIMING Lu "'°° FIN 1ST FLR w -- U a' replacements PROVIDE HEAT DETECTOR I o W MASTER cn co I- W � Li 9' GEEING o EL +70.5 �? �? overfusing or tampering in accordance with the w Q O �n a FOUND. WALL BELOW (TYP) AS PER R31423 ►=5� 'I O x BEDROOM o 0 1'-0' - o , � O applicable requirements of Chapters 34 thI oulgHl 43. w w 2 c ri = Cn o, 0 > div I 9' CE LNG �to iD 1 3. For replacement of nongroundng-type receptacles Li_ z = u) U FIN GA GE N w o ~T with grouxfing-type receptacles and for branch circuits J _ - _ - _ - - _ EL +68 7 T g ® � `�* m ® that do not have an equipment grounding conductor w c�i io in the branch circuitry, the grounding J U I // BATH (2 2X10 HEA i` T-4' rn conductor of a grounding-type receptacle outlet shag , 1 9' CEILING , ■ be permitted to be grounded to any accessible pant OR I / c� 1268 1268 °D r on the grounding electrode system, or to any accessible co I / i .100 NFAN 15 point on the grounding electrode conductor, as I o I allowed and described Chapters 34 tirciugh 43. w oo v n 4X4 POST TO REST cy 1 (3) 1 x 18' LVL BOTTOM FLUSH BEAM cn x _ _, 5'-0' 5'-0' ¢/ O-� 4x4 POST TO `'' ON BEAM BELOW LL o PROP SED ri uJ] cc ® (2) 1 x 9 LVL FLUSH BEAM - o ci C.J. 2 0- REST ON ' ED - SECTION R310 0 ATTIC PATHWAY FOR FOUND. WALL -- -- -- _(2l 1 ' x 11 �' LVL FLUSH BEAM o \ SOLAR ELECTRIC IT103.81 BELOW (TYP) o• 16'0 ti W.I. �° cn U EMERGENCY ESCAPE AND RESCUE OPB�NGS 9 I� \ INSTALL 2' DIA VERTICAL C O 0D Lj ��� O 00 R3101 Emergency escape and rescue opening ra quired I \ SCHEDULE 80 PVC CONDUIT 6'-T 6'-T o o N Q 2070 9" CEILING N Basements,habitable attics and every sleeping room shag I x \ d � have not less than one operable emergency escape and rescue \ ROUGH ALL WALLS TO 00 opening. Where basements contain one or more sleeping ` " \ ATTIC, WITH TEMPORARYroam an T-4' 12_2' ® c� required h each emergency ing room Emergency opening and a cue I N \ TERMINUS IE3802.321 v (Z)2X10 F EADER escape and rescue \ PLUGS OR CAPS AT A openings shall open directly into a pubic way,or to a \ COVERED X yard or court that opens to a pubic way. - - - - - - - - �' Exception:Storm shelters and basements used only to I.L. 5/4 X 6' P.T. PORCH O FLUSH GIRDER 9 bo house mechanical equipment not exceeding a total floor AJ6018.1 Fre and Life Safety Protection-Wlmen interior alterations rn � 0- ELEC PANEL DECKNG d"y I m area of 200 square feet(18.58 m2). occ r,or when one or more sleeping rooms are added or created inn C-l = (n 6'-8t 8'-Ot �j ExceptiorcWhere the dweling or townhouse is ecopped with an ers' dun Cn U ® (2)2X10 HEADER (2)1 tX9 t LVL HEADER Q N F�tng eings,the individual dweing unlit shag be provided with automatic sprinkler system instated inn aocordanoa with Section P2904, smoke alarms located as required for new dwefrmgs;the smoke _ �-9 6'-0' sleeping rooms In basements shag not be required to have emir alarms shag be interconnected in accordance with Section R314.4. escape and rescue openings provided that the basement has one of Exception:h other than bed and breakfast dweings smoke alarms in O O N (/j n a a- (?�2X10 HEADER _ � _ (2J2X10 HEADER _ _ (212X10 HEADER _ (?a2X10 HEADER _ (?,2X10 HEADER the following: existing areas shot not be required to be interconnected and hard � � �� 2.1 One means of egress complying with Section R311 and wired where interior wag or caging finishes are not removed to PROVIDE REVERSED SPACE N fin � W ,n �Z one emergency escape and rescue openng. expose the structure. SERVICE PANEL FOR FUTURE SOLAR Q r- o 22 Two means of egress complying with Section R311 AJ6018.11 Power Source-Smoke alarms shag be permitted to be ELECTRIC INSTALLATION IT103.91 Q o M R310.11 Operational constraints and opening cont•ol battery operated when instaled in buldngs without commercial power Cc devices.Emergency escape and rescue operw*5 shal be or an on-site electrical power system,or in buldrmgs where existing 5'-TI' 10'-0' S'-TP "" operational from the inside of time room without ltme use of interior wag or oeiling finishes are not removed to expose the Z a� � keys,todmis or special knowledge.Window opening control structure. �-1 H H 10 L devices cormmpiying with ASTM F 2090 shal be permitted AJI6018.12 interconnection- Smoke alarms shag not be required to A s for use on windows serving as a required emergency ben interconnected where battery operated alarms are pamiteditted escape and rescue operming 2T-10' 9' T-1 ' Ip-�' 1T_T 12'-10 ' 12'-10 ' g• H--{ R3102 Emergency escape and rescue opermgs.Emergency escape and rescue openings shag have mhimrn dimensions W as specified inn this sectcn. R3102-1 Mrrrxm opening area.Emergency and R9O&12 lee bamers.h areas where there has been a history escape rescue openings shag have a net dear opening of of ice forming along the eaves causing a backup of M not less than&7 square feet(0.530 m2).The rw)t dear water as designated in Table R3Ot2(D,an ice barrier shal C` opening dimensions required by this section shall be be imstaled for asphalt shingles,metal roof shingles,mineral- 22'-8' T-4' 13'-0' 10'-0' 22'-0' obtained by the normal operation of the emergency escape surfaced rol roofing,slate and slate-type shingles,and rescue opening from the Inside. Time net dear height wood shingles and wood shakes. The ice barrier shag consist opening shag be not less than 24 inches (610 mmm)and the of not fewer than two layers of uxlerhyment cemented net dear width shal be not less than 20 Inches (508 min). together,or a self-admiring polymer-modfied Uhrm Exception:trade floor or below grade openings shal sheet shal be used inn place of rmommal urmderlayment and 5'-0' have a net dear 5'-0' opering of not less then 5 square feet extend from time lowest edges of ail roof srfaces to a paint (0.465 m2). not less than 24 inches (610 mrm)inside the exterior wal 4.8' 7.0' 14,2' 4.2' 4.8' 10.4' R31022 Window air height. Where a window is provided fne of the buldrmg. On roofs with slope equal to or greater as the emergency escape and rescue opening,it shag than 8 u nits vertical inn 12 units horizontal, the ice barrier SH.W. SH.W. SH.W. SH.W. SH.W. SH.W. have a sir height of riot more than 44 imolmes M18 mrn) shall also be applied not less than 36 inches(914 mrW measued CS-PF. CS-PF. CS-PF. CS-PF. CS-PF. CS-PE. shall be provided with e the flow. awiw'indow sil t Fm a below g it along rade, Exception:`Det Detached slope from strauc�of to ob 1k 75.0' < n 3rim 'Section R31023. conditioned fOor area. 32.1 LINEAR FEET SHEAR WALL REQUIRED I I 45.4 LINEAR FEET SHEER WALL r CS WITH HOLD DOWNS PROVIDED FIRST FLOOR PLAN �O2 SCALE: V4'=1'-O' DM 915.3 DETECTION LOCATIONS SECTION °Sw�OKE LIB NOTE: R314.1 GEN3W_SMOKE ALARMS SHALL COMPLY WiTH NFPA 72 AND SECTION R314. MU3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED N THE FOILOW1dG NOTE SYMBOL LEGEND CARBON MONOXIDE DETECTION SHALL 13E INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS R314.11 USTNGS SMOKE ALARMS SHALL BE LISTED N ACCORDANCE WRIT LL 27 COMMATON SMOKE LOCATIONS: ARCHITECT FELD VERIFIED CONDITION OF I CONTRACTOR TO RE-GRADE EXTG. WALLS TO BE REMOVED REQUIRED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE ALL CARBON MONOXDE DETECTORS SHALL BE INSTALLED N LOCATIONS AND CARBON MONDWE ALARMS SHALL BE LISTED N ACCORDANCE WITH LL 217 AND UL 2034. 1 N EACH SLEEPING ROOM SOIL FOR BEARING CAPACITY OF ONE TON EXISTNG EARTH. PITCH AWAY O SINGLE & MULTIPLE STATION THAT AVOID DEAD AS SPACES, TURBULENT AR SPACES, FRESH AR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH R3142 VMFE RC�URED.SMOKE ALARMS SHALL BE PROVIDED N ACCORDANCE WiTH THIS SECTION. 2 OUTSIDE EACH SEPARATE SLEMNG AREA N THE t�MEDIATE VCNTY OF THE PER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS EXTG. WALLS TO REMAIN R31421 NEW CONSTRUCTION.SMOKE ALARM SHALL BE PROVIDED N DWELLM LINTS. BEDROOMS. OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION R3U2_2 ALTERATIONS,REPAIRS AND A ONIONS.VN-�ALTERATIDIA FliPARS OR ADDITIONS y ON EACH AMmoNAL STORY of THE DwELLN4 NCLuoNG BASBAENTS AM LEVEL BELOW BOTTOM OF FOOTINGS. G.C. MIN. 6' CLEAR FROM BOTTOM ® CARBON MONOXIDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE: AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONO)VE DETECTION DEVICE, REQLJFW A PERMIT OCCLR OR M3:E ONE OR MORE SLFBNG ROOMS ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT INCLLEM CRAWL SPACES AND UNNHABITA13LE TO NOTIFY ARCHITECT IF FIELD CONDITIONS OF NEW SIDING TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERR EXSTNO DWELLIN%THE I DMIAL DWELL G LINT SHALL BE EQl1PPED NTH SMOKE ALAi*& ATTICS IN DWELLfW OR DWELLING UNITS WITH SPLiT LEVB-S AND WITHOUT ARE NOT CONSISTANT THROUGHOUT BEARING WALL LOCATED AS REQUIRED FOR NEW DWELLNGS. AN NTERVENMI DOOR BETWEEN THE ADJACENT LEVe-S A SMOKE ALARM ENTIRE SITE(PLANS ASSUME A BEARING IXCEPTIONt WHERE SECTIONS 9U`.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE EXCEPTIONS INSTATED ON THE u'PER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER NOTE: 75 CFM FAN BRACED WALL FRAME/SHEAR 1 WORK INVOLVING THE EXITRIOR SURFACES OF DVAUINGS,SUCH AS THE REPLACEMENT OF LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FUJ_STORY CAPACITY OF ONE TON PER SO. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREtENTS OF SECTIONS 915.3.1 THROUGH RQQFNG OR song,TI-E ADDITION OR R83LACRENT OF WNDOWS OR DOOR OR THE ADDITION Ba-ow 11•E LIPPE R LEVEL.SMOKE ALARMS SHALL BE INSTAUM NOT LESS EASTNG FIRST FLOOR WNJDOW El POST TERMINATION OUTLINED IN TABLE 602.10.4 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK ARE E)SPT FROM THE RECUFEM34 S OF THIS SECTION. THAN 3 FEET(914 MM!HORIZONTALLY FROM THE DOOR OR OPDW OF A HEADER SIZES. MIN. SIZE TO BE HOLD DOWN SEA SHT N-01 NEW P.C.FIND. WALL T REDUCED BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR 2 INSTALLATION,ALTERATION OR REPAIRS OF PLl1ti6PKi OR ME(]iANCAL SYSTEMS ARE E)EMPT BATHROOM THAT CONTAINS A BATHTUB()Fir SHOWER UNLESS THIS WOULD FROM THE REOIN016JTS OF THIS SECTION PREVENT PLACBerr OF A SMOKE ALARM REOLIRED BY SECTION R3%3. (212x6 UN.O. I i NOTES Symbol Note o N 1 PROVIDE MN. 18'x24' ACCESS AS PER NYS RESIDENTIAL CODE R4084 SAW-CUT AS REQUIRED 52.7' W N Q HAND RAL& STEPS TO NYS CODE R31L7. 11.1 LINEAR FEET SHEAR WALL REQUIRED MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER + � + 35.6 LINEAR FEET SHEER WALL THE MMvlN HEADROOM IN ALL PARTS OF THE STAIRWAY Sat 0 a SHALL NOT BE LESS THAN 6 FEET 8 INCHES WITH HOLD DOWNS PROVIDED CHES MASURED �S Q vlxncALLY FROM THE SLOPED PLANE ADJorgNG THE TREAD NOSING OR FRCX0 THE FLOOR SURFACE OF LANDING 1.9' 2.9' 9.7' 8.2' 12.9' NOTE OR PLATFORM.AS PER NYS CODE R3n72 'SH.W. SH.W. SH.W. SH.W. SH.W. ' SHEAR WALL DESIGN AS PER WOOD +' R31211 WHET RE RECUIRED.GUARDS SHALL BE LOCATED ALONG OPEWSDED WAIXM SURFACES,INCLUDING STAIRS,RAMPS AND 11CS-PF, E CS-PF. j CS-PF. CS-PF. CS-PF. � Q LANDINGS.THAT ARE LOCATED MORE THAN 30 INCHES 9W MM) FRAMED CONSTRUCTION MANUAL 2015 MEASURED VERTICALLY TO THE FLOOR OR(TRADE BELOW AT ANY PONT EDITION 3.D T EXTERIOR SHEAR 0 � WITHIN 36 INCHES(M Mv)HORIZONTALLY TO THE EDGE OF THE OPEN AO7 SIDE INSECT SCRI�JG SHALL NOT BE CONSIDERED AS A GUARD. 2 WALLS AND TABLE 3.17A w `o A07 Z 5Q F4 HOUR RATED SELF CLOSING DOOR Q N THE MECHANICAL ROONI SHALL BE SEPARATED FROM THE RESIDENCE N & ITS ATTIC AREA WITH A 3/4 FIR FIRE-RESISTANT ASSEMBLY. 22'-3' 18'-2' 12'-10' 3'-0' T-7' 3'-5' 6'-2 ' PROVIDE 5/8' TYPE 7(' FIRE RATED GYPSUM BOARD ON WALLS, NEW HOLDOWN CONNECTION CELING ON MECHANICAL.ROOM SIDE 'SIMPSOW HDU5. (TYP) N THE EXSTNG MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED Q7 BY THE NEW ADDITION & ALL NEW HEATNG SHALL BE INSTALLED IN ' ' ----NEW EW SHE RWALL SEE SHEESEGMENT N-01 FOR ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE A08 QREMOVE EXISTING MASCN RY CHIMNEY N ITS ENTIRETY. 6'-0' 6'-0' - HOLDOWN DETAILS 3Id 8 PATCH AND REPAIR AS NECCESSARY. --------------- --------------- ------------------ ___---_-- ----- -- ----------_ (AREA SHOWN HATCHED THUS, TYP) DIRECT VENTED NSULA'fID METAL FLUE TO BE VENTED AS ---------------------------- 3'-0' � 3'-0' s'-s v p ti Q9 PER MANUFACTURERS 3PECFlCAnONS.PROVIDE FRESTOF'PING I AS PER CURRENT N.Y.S. RESIDENTIAL CODE I G 3'-4 ' 3'-4 ' I Q 4 R1003.9 T64AMTM CHMMl'S SHALL BMW NOT LESS THAN 2 - �-- ---------------------------------------- -J I d 11 G LL FEET(SV W HIGHER THAN ANY PORTION OF A BULDNG WITHIN 10 , T-0 ' 6-0' 4-11 - I - () ko O Q 10 FEET MM Mug.BUT SHALL BE NOT LESS THAN 3 FEET(914 MMT ABOVE I (2)2X10 HEADERZo THE HIG•EST PONT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. i CLOTHS DRYER TO BE VENTED DIRECTLY TO B(TEPM PROVIDE _ I 3'-6 ' 3'-6 ' 2•�• 2'-0• I r- d o'p ��; ��S H9 �.r\Q'�P N I 'T' 02X10 HEADER i ' LL- '� BACKDRAFT DAMPER G4S PER N.Y.S. CODE M1502) PROPOSED C.J.I , Q PROVIDE PLUMBING HE G TRY AND FLOOR DRAIN BELOW WASHER I O O 2X8 ® 16'0. . N io I iv Ch (2)1 tX 9 t LVL BOTTOM FLUSH BEAM ' (2) 2X8 FLUSH BEAM L---- m � U O Lu Lu 13 ICE BARRIER AS PER ODDE R905.12 r--------------------------J (2)2X10 HEADER - - - - i z U w u- l- O O Q ALL VALLEYS,CO g O EYS, SKYLIGHITS,EAVES AND RAKES TO RECEIVE I 2 1N.I. ZD j J LL m Q U OZ t_ O O ® 'STORMGUAFU LEAK BARRER BY'GAF'OR APPROVED EQUAL RQ � C 5-0' LOS BEDROOM `I j;�I) t� LL p U ' Z Z Q PROVIDE E)(TEFUOR LIGHTING AS PER CODE R303 I LANDING 8' CEILING o 100 A ;n i ~ LL � O Q } z 4 0 8' CEILING �? � i ;,, r °g MASTER � ; W OWZ >ooc� D w '� co U 16'-11ii' BATH N 3'-0 ' c go r----J ~ oQ M W CE w ( Q 2 4'-6' 3'-4' 3'-4' Z Z z �- U U - � � 8' CEILING -�u' � I � � z c7LL � Zwz � SECTION AJ301 - REPAIRS ci a' c7 w o w O w SECTION Materials. Except as otherwise required ' r-0' 3'-0' T- p gtlied harsh. � FAN o o Q � Q LLi t � � OZO -� cnf- � f- U = �io co wow wQZ5QZ work shag be done using Ike materials or materials permitted to U T-8' 6'-0' w Q ~ H- m E-O O io O ® Q > Q U) cn - b this code for new construction. t Cn BATH 0- I u- LL � O Z _3 z H- H y F Oao I w Hw ZO YOYQ (f) AJ30111 Hazardous materials. Hazardous materials no CEILING ;,, ® N °> o I Cc LL (T Y � = oc � oC > Cr- EL longer permitted such as asbestos and lead-based paint, > M g o d I w w LL cn O Z O cr = Lu shag not be used CM� °g o CL. o c C3 Q 0 g _ > cn U Zu 2 1 N w U) c�Lci9 � O � w3Z J �5co O HSQOa- 0- U LU AJ301t2 Pl rnbing materials ands lies. The following �� 1k supplies. n9 � � Q plumbing materials and supplies shag not be used: o � = A LL A LL O t All-purpose solvent cement, unless listed for the w ¢ > �'o� p'l� 36' STUD WALL T p1� -j w a- specific application. � O \o �1, `L' 1�� 2870 Q w rn 2 Flexible traps and ta0eces, unless listed for the � w 0 O O C D t� O ❑ p cn x Uo Cif� U z specific application w C io 8'-0' G i+D �Qi IA)T 10 Q� O ti o- I R Q I- a sD a [ RRIDOR 8' G'ELNG O N ' 3. Solder having more than 02 percent lead in the � M Z e� ci ® m = w p repay of potable water systems. Zo Q ��1 (2) 2X8 FLUSH BEAM �� (2) 2X8 FLUSH BEAM 01 tX 11 t LVL BOTTOM FLUSH BEAM 01 tX -n LVL BOTTOM FLUSH BEAM cn U- C) AJ3012 Water closets. Where any water closet is replaced LLI w O , _ __ _ _ (2) 2X8 FLUSH BEAM_ I.- With a newly manufactured water closet, the replacement cCn 0 3 ------, �,�, 36' HANDRAIL ui w O= water closet shag comply with the requirements of Section J o d ci BONUS ATTIC U) 8' CEILING o W.I. U- Z = P2903.2 L11 Q O a[ U ❑ N s� I UND - aD J H- LLI w = "-' o o ROOM `iv 30'x M278 FLUSH BEAM N CLOSET g AJ3013 Electrical Repair or replacement of existing electrical LL- z = �t Q hAC SS 1 � �, , O g' CEILING .t :,�, a w M wiring and equipment undergoing repair with like material W J H- O ® 9'-2' CEILING m 1 Q °> 2'-0' 2'-0' 2' , °' " = Ch Z shame permitted Q � O o o Co (MUST NOT BE USED e"O ` N U oo U Exceptions:tions: z N d X FOR SLEEPNG PURPOSES) a, i BEDRODIOA m 0 d co t Replacement of electrical receptacles ;shag comply -.1 U N I D with the requirements of Chapters 34 through 43. cc) 1 9' CEILING .,�., � � � OMEN TO � � 2 Plug fuses of the Edison-base type shag be used for Lu ? w ? a, v U J 'ci MASTER U v o ® Fla- 0 replacements only where there is not evidence of d °O U Op' 00 I Uo BELOVIW d lit c) � I � p overfushg or tampering h accordance with the o oC W- uzi o- � o tQ o Co o$$9 BE�NI °° o CC Co applicable requirements of Chapters 34 tyoulgh 43. L°Cu 'E 00 00 00 0 O rn O ® ty rn N 0 @J CL mi 3. For replacement of nongroundng-type receptacles c ¢ 6 0 00 LL o°D o co X o°D T-N W With grounding-type receptacles and for ;brands circuits � a N N Cc N Er- N N Cc N that do not have an equipment grounding conductor °�° a ® 0 h the branch circuitry, the grounding Lin_ �, _-- conductor of a grounding-type receptade outlet shag �'? IM � W.I. `� 2470 8' CLG 8' G be permitted to be grounded to any aocessble point o6 � U CLOS O I O on the grounding electrode system, or tc any accessible 8' CELN O point on the grounding electrode conductor, as allowed and described h Chapters 34 through 43. 1 'X 9 ' LVL BOTTOM FLUSH BFa41 I " (2)1 'X 9 ' LVL BOTTOM FLUSH BEAM . , PROPOSES- io ;,�, - PR�PZ`ET737- I W Fes'- 2X8 0 16'O.C. - 2X8 0 16'0.C. 8' CELNG SECTION Elm - EI ERGE NC ESCAPE AND RESCUE (PB�IGS; I O ------------ ------------ O R310.1 Emergency escape and rescue opening required I 3. Basements,habitable attics and every sleeping room shall I I 6'-8 3'-7 '-7 have not less than one operable emergency escape and rescue I 6'-T 6'-T 5'-0' _6-8 ___----�_ -------- I Where basements contain one or more s ------ �DPerwmu �w I 2T-10' T-4' 12'-2' 13'-5j T-3? I rooms, an emergency escape and rescue opening shall be required in each sleeping room Emergency ese3pe and rescue openings shag open directly into a public way,or to a I ,Yard or cart that opens to a pubic way. I L--------------------------------- (� Except=Storm shelters and basements used or y to - - house mechanical equipment not exceecfig a total floor AJ6018.1 Fro and Life Safety Protection -When interior alterations ,area of 200 square feet(18.58 m2). occur,or when one or more sleeping rooms are added or created in EXceptiort here the dweing or towrnhmm is equipped with an existing dwellings,the Individual dwelling unit shag be provided with I automat rooms l basements Sinai not be r ed to have amen smoke alarms located as required for new dwellings:the smoke 101-0'sleeping I H emergency ----------------------------- �h automatic system installed h accordance with Section e and resale ovided that the basement has age of alarms Sinai be interconnected in accordance with Section R314.4. Scapa openings pr Exceptim In other than bed and breakfast dwekxA smoke alarm in the following existing areas shag not be required to be interconnected and hard I '" ------ 2-1 One means of egress complying ring with Section R311 and wired where interior wall or ceiling finishes are not removed to 0 ® ------------------------------- -------- one emergency escape and rescue ope expose the Structure. © © a 22.Two means of egress complying wits Section R311 AJ601&11 Power Source - Smoke alarms shall be permitted to be R310.11 Operational constraints and opening control battery operated when installed in buildings without commercial power openings power system,or in buildings where existing devices.Emergency escape and rescue Sinai be or an on-site electrical operational from the inside of the room without the use of interior wall or caking finishes are not removed to expose the � CIS � keys,tools or special knowledge.Window opening control structure. O ,U - devices complying with ASTM F 2090 shag be permitted AJ601&12 Interconnection-Smoke alarms shag not be required to for use on windows serving as a required eme gency be ntercomected where battery operated alarms are peritteditted t~ escape and rescue opening. 22'-8' T-4' 13'-0' 10'-0' 14'-3k T-8� ��---{{ R3102 Emergency escape and rescue opermirVL Emergency escape and rescue openings shal have minimum dimensions FPZ- as specified in this section R3102.1 Ivinimum opening area Emergency and R90&12 Ice barriers.In areas where two has been a history 75'-0' escape rescue openings shall have a net dear opening of of ice forcing along the eaves causing a backup of not less than 5.7 square feet(0.530 m2). The net dear water as designated in Table 11130120,an ice barrier shall 11.2' 5.6' 6.3' 6.8' 3.1' opening dimensions required by this section shed be be installed for asphalt slhingles,metal roof shingles,mineral- M obtained by the normal operation of the emergency escape surfaced roll roofing,slate and slate-type shingles, SH.W. SH.W. SH.W. SH.W. SH.W. and rescue opening from the Inside. The net dear height wood stmgles and wood shakes. The ice barrier shag consist CS-PF. CS-PF. CS-PF. CS-PE. CS-PF. opening shall be not less than 24 inches (610 rn m) and the of not fewer than two layers of underlaymerrt cemented net dear width shag be not less than 20 hdmes(508 mN. together. or a self-adhering polymer-modfied bidmen 52.7' < a' Exception:Grade floor or below grade openings She' sheet dvd be used In place of normal`nderlayment and 11.1 LINEAR FEET SHEAR WALL REQUIRED have a net dear opening of not less than 5 stTuuare feet extend from the lowest edges of all roof surfaces to a point WA65 m2). not less than 24 inches(61D min)inside the exterior wall ' 33.0 LINEAR FEET SHEER WALL R31022 Window all height Where a window is provided Ine of the buildng.On roofs with slope equal to or greater as the emergency escape and rescue opemg, it shag than 8 units vertical In 12 units horizontal,the Ice barrier CS WITH HOLD DOWNS PROVIDED have a sir height of not more than 44 inches(1118 mm) shag also be applied not less than 36 inches(914 mail measured above the Noon where the sill height is below grade,it along the roof slope from the eave edge of the building. shag be provided with a window well in accordance with Exception:Detached accessory structures not containing wpm Section R3102-3. conditioned floor area. 1 SECOND FLOOR PLAN A-03 SCALE 1/4'=1'-O' [N17 915.3 DETECTION LOCATIONS SECTION P.W SMOKE RM GOAL.SMOKE ALARMS SHALL COMPLY WITH WPA 72 AND SECTION R3U RM.3 LOCATION SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWINGNOTE: NOTE: SYMBOL LEGEND NOTE: CARBON MONOXIDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS R314.11 LISTINGS.SMOKE ALARMS SHALL BE LISTED N ACCORDANCE WITH UL 2E7.COMBINATION SMOKE LOCATIONS ARCHITECT FELD VERFED CONDITION OF CONTRACTOR TO RE-GRADE ------- REQUIRED BY THE MANUFACTURER OF THE CARBON MONO?)DE DETECTION DEVICE ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLEDN LOCATIONS AND CARBON MONOXIDE 7E ALARMSHALL BE LISTED IN ACCORDANCE WITH LL 27 AND UL 2034. 1 IN EACH SU933M ROOM SOL FOR BEARING CAPACITY OF ONE TON EXSTNG EARTH. PITCH AWAY O SINGLE & MULTIPLE STATION EXTG WALLS TO BE REMOVED ------- THAT AVOID DEAD AR SPACES, TURELLENT AIR SPACES, FRESH AR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH P492 WHERE REQUIRED•SMOKE ALARMS SHALL BE PROVIDED N ACCORDANCE WITH THIS SECTION. 2 OUTSIDE EACH SEPARATE SLEEPING AREA N THE IMMEDIATE VICINITY OF THE PER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS EXTG. WALLS TO REMAIN R3142-1 NEW CONSTRUCTION SMOKE ALARMS SWILL BE PROVIDED INDWE LNG UNT& BEDROOMS OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION R3%22 ALTERATIONS.REPAIRS AM ADDITIONS.WHERE ALTERATION%REPAas OR Aoarars a ON EACH ADDITION&STORY OF THE DWE LI NG,INCLDM BASEMEI, 3 AND LEVEL BELOW BOTTOM OF FOOTINGS. G.C. MIN. 6' CLEAR FROM BOTTOM ® CARBON MONOXIDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE, REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLING ROOMS ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE TO NOTIFY ARCHITECT F FELD CONDITIONS OF NEW SIDING TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERN. EXISTING DWELLNGS,THE INDIVIDUAL DWE3.LNG UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS AT71M N DVA IbM OR DwaLNG UNITS WITH SPLIT LEVELS AND WITHOUT ARE NOT CONSISTANT THROUGHOUT BEARING WALL LOCATED AS REQUIRED FOR NEW OWE111GS. AN NTERVENW DOOR BETWEEN 11E AM ACE NT LEVELS,A SMOKE ALARM --- c 75 CFM FAN EXCEPTION: INHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE EXCEPTIONS: INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER ENTIRE SITEIPLANS ASSUME A BEARING NOTE: BRACED WALL FRAME/SHEAR F' 1 WORK INVOLVING THE EXTERIOR SURFACES OF DWt31PKiS,sllcri AS THE REIAACBuENT OF tFva PROVIDED THAT THE LOWER LEVEL G LESS THAN ONE FELL STORY CAPACITY OF ONE TON PER SQ. FT) CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOXIDE DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH ROOFING OR SIDING,THE AMMON OR REPLACEMENT OF WINDOWS OR DOORS,OR THE AMMON BELOW THE UPPER LEVEL SMOKE ALARMS SHALL BE INSTALLED NOT LESS EXISTING FIRST FLOOR WINDOW ® POST TERMINATION OUTLINED IN TABLE 60210.4 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION IN ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK,ARE D®uPT FROM THE REQUIREMENTS OF THIS SECTION. THAN 3 FEDT MM MM)HORIZONTALLY FROM THE DOOR OR OPENING OF A HEADER SILFS. MR SIZE TO BE REDUCED BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR 2 INSTALLATION,ALTERATION OR REPAIRS OF PLUMBING OR OR M£CHANCAL SYSTEMS ARE E)SPT BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD la HOLD DOWN SEE SHT N-01 T- FROM THE REQUIREMENTS OF THIS SECTION PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY SECTION R314.3. (2)2x6 U.N.O. NEW P.C.FND. WALL I NOTES Symbol Note i N Q PROVIDE MN. 18'x24' ACCESS AS PER NYS RESIDENTIAL CODE R4084 LU SAW-CUT AS REQUIRED N LLL Q HAND RAIL & STEPS TO NYS CODE R3117. MATERIAL AND STYLE TYPE TO BE CHOSEN BY OWNER THE K44A VI HEADROOM N ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPE) PLANE ADJONNG THE TREAD NOSING OR FROVI THE FLOOR SURFACE OF LANDING OR PLATFORM AS PER NYS CODE R31t72 R32-11 WHERE REOURED.GLARDS SHALL BE LOCATED ALONG OPEN-SIDED WALIQNG SURFP CES.INCLUDING STARS,RAWS AND Q LANDINGS.THAT ARE LOCATED MORE THAN 30 INCHES 962 W MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY PONT 4- WITHIN EN 36 NCHES(9%kU HORIZONTALLY TO THE EDGE OF THE OP LU O SDE INSECT SCREENING SHPLL NOT BE CONSIDERED AS A GUARD. O Z 5Q Y4 HOUR RATED SELF CLOSING DOOR U) rco n THE MECHANICAL ROOM SHALL BE SEPARATED FROM THE RESIDENCE Q & ITS ATTIC AREA WITH A 3/4 H t FIRE-RESISTANT ASSEMBLY. PROVIDE 5/8' TYPE 'X' FIRE RATED GYPSUM BOARD ON WALLS, N rn CEILING ON MECHANICAL_ROOM SIDE N THE EXISTING MECHANICAL SYSTEM SHALL NOT BE OVERBURDENED Q7 BY THE NEW ADDITION & ALL NEW FF-AT14G SHALL BE INSTALLED N I s ACCORDANCE WITH CHAPTERS 12-24 OF THE RESIDENTIAL CODE. 1 ® REMOVE EASTNG MASONRY CFM,EY N ITS ENTIRETY. A08 PATCH AND REPAR AS rECCESSARY. DIRECT VENTED NSUATED METAL FLUE TO BE VENTED AS Q9 PER MANUFACTURERS SPECIFICATIONS.PROVIDE FRESTOPPNGci Q C1 d U ci AS PER C�iRENT N.Y.S. RESIDENTIAL CODE 13 Z. 0� �.� Q T - - - - - - - R1003.9 TERMNATDPI a•.�rrYs SHALL 17('fEND NOT LESS THAN 2 p ® � - - - - 0 ® Cr � FEET(610 MMD HRKK;i•-Bi THAN ANY PORTION OF A BUILDING Wlln•N>o �oo � - - - - - � a `� C] 10 FEET MW W.BUT SWILL.BE NOT LESS THAN 3 FEET(914 MM)ABOVE 14 X O°D C 0 a 14 PROPOSED R.R. PROPOSED R.R. 14 N to y = THE HIGHEST POINT WHERE THE CHM�EY PASSES THROUGH THE ROOF. a 2X10 ® 16'O.C. 2X10 ® 16'O.C. I - - - V d' °�� 40(- CLOTHS DRYER TO BE VENT®DIRECTLY TO EXTERIOR PROVIDE I - - - - °C 'ell ' S v' PROP ED C.T. rL - BACKDRAFT DAMPffR GAS PER N Y.S. CODE M1502) I 2X4 ® 48'O.C. I 0'cOTo Q PROVIDE PLUMBING TRAY AND FLOOR DRAIN BELOW WASHER F- -� L _ - J 0- ® Z - . 00 O _, w Ld ICE BARRIER AS PER 03DE R905.1z Q - - - - - - - - - - - TL�i > aOC X H- D C0 w I PROPOSED R.R. Z U w 0i Q 2X8 ® 16'O.C. [L p " z p ALL VALLEYS, CHIMI NEY 13.SKYLIGHTS,EAVES AND RAKES TO RECEIVE Q w M _ O p L) 14 'STORMGUARD' LEAK BARBER BY'GAF'OR APPROVED EQUAL ® c' w Z O Z �(? ® +�' J 13 � � = QC) Z � `t O ~ O LUu }OWz001fOOD LU Q PROVIDE EXTERIOR LIG ITNG AS PER CODE R303 p p }U Z wl- U) 13 ` I 14 = w ~ w Uj O 0 UD000 pn- X 14 I �`lf� F- ZZ � -(DCLDZwZ EC SECTION AJ301 - REPAIRS AJBM8.1 Fire and Life Safety Protection-When Interior alterations a N U Q Cj = Z 0 p w OU LLJ AJ301.1 Materials. Except as otherwise required herein occur, or when one a more sleeping rooms are added or created in _ BEARING WALL BELOW - - - - - - - - - - - - - - - - - - - - - H = work shag be done using like materials a materials permitted existing dwellings,the indvidual dwelling unit shal be Provided with I o Zo �� p Zo 13 U) � - p - I m z EL this code for new Construction smoke alarms bated as required for new dwellings;the smoke I L - - J o ® 0 ® (w z Z W O O alarms shal be Interconnected In accordance with Section R314.4. - - O O Y O Y Q AJ301t1 Hazardous materials. Hazardous materials no q Ta o D Exception:In other than bed and breakfast dwellings,smoke alarms in U O X p TI w � w Y O Cc > IY longer permitted, such as asbestos and lead-based paint, existing areas shall not be required to be interconnected and hard O `� N U (0 } O CW0 ~ w cc: shall not be used wired where Interior wall or oeirig finishes are not removed to 0 CO w Li- = > to U AJ30112 Plumbing materials and supplies. The following expose the structure. p ® L p H- Z = Z0DC wDCwO plumbing materials and supplies shag not be used: AJ6018.11 Power Source -Smoke alarms shall be permitted to be I EL o - - - - Q Q O CL Z IL z U 1 All-purpose solventcement, unless listed for the battery operated when installed in buildings without commercial power I C x CC specific application. or an on-site electrical power system, or inbuidngs where existing a-kv QUO 13 2. Flexible traps and tailpieces, unless listed for the Interior wall or calling finishes are not removed to expose the Tstructure. specific application. I ~�? H-cj AJ60te.12 interconnection-Smoke alarms shall not be required to U U 0-O I PROPOSED R.R. 3. Solder having more than 02 percent lead in the be ntercorrtected where Batt O o O repair of potable water systems. battery operated alarms are permitte(itted I o p x 2X8 0 16'O.C. P P y Q 2X12 RIDGE BEAM w v 2X12 RIDGE BEAM w d N I AJ3012 Water closets. Where any water closet is replaced I CONT. RIDGE VENT 0- CONTINUOUS RIDGE VENT 0- with a newly manufactured water closet, the replacement 14 0 X 0 X water closet shall comply with the requirements of Section �j d"' D_ P2903.2 R90512 be barriers h areas where there has been a history O H�j AJ30t3 Electrical Repair or replacement of existing electrical of ice forming along the eaves causing a backup of 2X12 RIDGE BEAM 0 Zo U o eP water as designated in Table R3012(U,an ice barrier shall wiring and eqpment undergoing repair with Ike material be installed for CONTINUOUS RIDGE VENT a ® w asphalt simples metal roof shingles mineral- I 00 2X12 RIDGE B M w shag be permitted surfaced roe roofing, slate and slate-type shingles, O°X° 2 Cj Q Cj 0 ® CONT. RIDGE T Exceptions: wood simples and wood shakes.The ice barrier shall consist I a cc O °C O O X t Replacement of electrical receptacles shall comply of not fewer than two layers of(nderlayment cemented I 0`° 0 CO with the requirements of Chapters 34 thr together,or a self-adierng polymer-modified bihmen ough 43. sheet shall be used n I O ® 0- 2 Plug fuses of the Edson-base type shall be used for place of normal urnderiayment and ao o 0 r acements only where there IS not evidence of extend from the lowest edges of al roof surfaces to a point I N cc N .� Ct U y not less than 24 Inches(610 nm)inside the exterior wall overfusing or tampering in accordance with the line of the twldng. On roofs with I 0 slope equal to a greater applicable requirements of Chapters 34 through 43. than 8 units vertical in 12 knits horizontal,the be barrier I (f) 3. For replacement of nongrounding-type receptacles steal also be applied not less than 36 Hunches(914 mrN measured Q _�Y w > 0-o with grounding-type receptacles and for branch circuits along the roof slope from the eave edge of the building. I J_�y� � > �,� JQ'' m w +� 0 x that do not have an equipment grounding conductor Except Detached accessory structures not containing I Q�' + c�7 w conditioned floor area - - - - - - in the branch circuitry, the grounding . cc conductor of a grounding-type receptacle outlet shag I �Cj I 1, N L - be permitted to be grounded to any accessble point I cc 'coo 1 ,p, O L - - - - - - - - - - `lf N C) 14 on the grounding electrode system, or to any accessible I LU w U I I PR P T. point on the grounding electrode conductor, as O Q OOEDC � o PROPO ED C.T. .�_1 allowed and described in Chapters 34 through 43. BEARING WALL BELOW o 0 1 �+�� 2X4 ® 48'O.C. - - - - - - - - - - - - - e� � - - - - - - - - - - - - - - - - - - - - - - 2X4048'O.C. PROPOSED R.R. PROPOSED R.R. Q PROPOSED R.R. PROPOSED R.R. 18 I I 2X10 16'O.C. 2X10 uJ 16'O.C. SECTION R310 L - - 2X10 � 16'O.C_ - - 2X10c�16'O.C. - - � L - - - - - - - - - - - - - - - - - - - EMERGENCY ESCAPE AND RESCUE OPENNG.I R310.1 Emergency escape and rescue opening required 14 14 Q Basements,habitable attics and every sleeping room shall have not less than one operable emergency escape and rescue PROPOSED R.R. 'opening basements contain one or more sleeping Where 2X8 ® 16'O.C. 2H� _ ,rooms,an emergency escape and rescue opening be 'required in each sleeping room Emergency escape and rescue openings shell open directly into a pubic way,or to a yard or court that opens to a pubic way. Exception Storm shelters and basements used my to O d house mechanical equipment not exceeding a total floor 0 co p i area of 200 square feet(18.58 m2). Cn ® 0 to Exceptbn:V*we the dwelling or townhouse is equipped with an automatic sprinkler system installed in accordance with Section P2904, 0 CC) a- y sleeping roans in basements shall not be required to have emergency Q escape and rescue openings provided that the basement has one of w �N V the fabwhg 13 Q 2-1 One means of egress complying with Section B311 and �T� Ln one emergency escape and rescue operft W W o '2 Z 22 Two means of egress complying with Section R311 14 ® n r- o Z R310.11 Operational constraints and opening control H devices.Emergency escape and rescue openings shal be r h operational from the inside of the room without the use of V M 5' keys,tools or special knowledge.Window opening control O Z devices complying with ASTM F 2090 shal be permitted H for use on windows serving as a required emergency escape and rescue opening. R3102 Emergency escape and rescue openings Emergency escape and rescue openings shall have ffi nnun dimensions H as specified in this section R3102.1 Minkn m opening area Emergency and escape rescue openings shag have a net dear opening of W � not less than&7 square feet(0.530 m2). The net dear U opening dimensions required by this section shall be obtained by the normal operation of the emeraanoy escape and rescue opening from the inside.The net tsar height opening shal be not less than 24 inches (610 rmn)and the net clear width shall be not less than 20 inches(508 mrrO Exceptiom trade floor or below grade opemps shall have a net dear opening of not less than 5 square feet (0.465 m2). R310.22 Window all height.Where a window is provided as the emergency escape and rescue opening,it shall have a all hoot of not more than 44 Inches QM mm) above the floor;where the si height is below(Xade,it K-T ROOF PLAN ,shall be provided with a window well in accordium with Section R31023. A-04 SCALE: 1/4.4-0- W 915.3 DETECTION LOCATIONS SECTION RM SMdtE ALARMS NpTE: NOW: R314.1 GENERAL SMOKE ALARMS SHALL COMPLY WITH WPA 72 A sEcnON R314. RM3 LOCATION.SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWNG NOTE SYMBOL LEGEND CARBON MONOXDE DETECTION SHALL BE INSTALLED N THE LOCATIONS SPECIFIED N SECTIONS 915.3 THROUGH 915.3.3 PLUS ANY ADDITIONAL LOCATIONS AS R314.11 LISTINGS.SMOKE ALARMS SHALL BE LISTED N ACCORDANCE WITH Ul.277.=431NATDN SMOKE LOCATIONS ARCHITECT FELD VERIFM CONDITION OF CONTRACTOR TO RE-GRADE - - REQUIRED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED N LOCATIONS AND CARBON MONDQ)E ALARMS SHALL BE LISTED N ACCORDANCE WITH UL 217 AND U_2034. 1 N EACH SLEEPING ROOM. SOL FOR BEARING CAPACITY OF ONE TON EASTNG EARTH. PITCH AWAY O SINGLE & MULTIPLE STATION EXTG WALLS TO BE REMOVED ------- THAT AVOID DEAD AIR SPACES, TURBULENT AIR SPACES, FRESH AIR RETURNS, OPEN WINDOWS, HVAC DUCTS, CLOSED DOORS, AND OTHER SUCH RW2 WEE REOURED.SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WRTH THIS SECTION. 2 OUTSIDE EACH SEPARATE SU933M AREA N THE MEDIATE VICINITY OF THE PER SQUARE FOOT AND WATER TABLE FROM THE HOUSE MAINTAIN SMOKE ALARMS EXCTG. WALLS TO REMAIN SMOKE OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXDE FROM REACHING THE DETECTOR WHERE THERE IS A CONFLICT BETWEEN THE LOCATION R31421 NEW CONSTRUCTION. E ALARMS SHALL BE PROVIDED N DWELLING UNITS. BEDROOMS RW22 ALTERATIONS,REPAIRS AND ADDITIONS.WHERE ALTERATIONS,REPAIRS OR ADDITIONS 3. ON EACH ADDITIONAL STORY OF THE DWELLING,NOLUDNG BASBvBITs AND LEVEL BELOW BOTTOM OF FOOTINGS. CC. MR 6' CLEAR FROM BOTTOM O CARBON MONOXIDE DETECTOR NEW CONSTRUCTION REQUIREMENTS SPECIFIED BY THIS CODE AND THE LOCATION REQUIREMENTS SPECIFIED BY THE MANUFACTURER OF THE CARBON MONOXIDE DETECTION DEVICE, RE)URI,p A PERMIT=X1R.OR WHERE ONE OR MORE SLE93M ROOMS ARE ADDED OR CREATED N HABITABLE ATTICS AND NOT NCLUDIN3 CRAWL SPACES AND LMIABITABLE TO NOTIFY ARCHITECT IF FELD CONDITIONS OF NEW SDNG TO GRADE SMOKE DETECTOR THE MORE RESTRICTIVE SHALL GOVERN. ENISTNG DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHUJ_BE EOUPPED WITH!SMOKE ALARMS ATTICS.N DW R.NGS OR DWE[1 NG UNITS WITH SPLIT LEVELS AND WITHOUT ARE NOT CONSISTANT THROUGHOUT BEARING WALL T�s LOCATED AS FEMIRED FOR NEW DWH.LNGS. AN NTERVFNR3 DOOR BETWEEN THE ADJACENT LEVELS.A SMOI(E ALARM ENTIRE SITE(PLANS ASSUME ABEARING - 75 CFM FAN EXCEPTIONS: INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACS(T LOWER NOTE BRACED WALL FRAME/SFEAR EXCEPTION WHERE SECTIONS 915.3 THROUGH 915.3.3 REQUIRE A ROOM OR AREA TO BE PROTECTED BY MULTIPLE CARBON MONOXIDE DETECTORS, ONE 1 WORK INVOLVING THE i�(TT3RIOFR SURFACES of DWa.i.NGs,SUCH AS THE REPLACEv6JT of LEVEL FRONDED THAT THE LOWER LEVEL is LESS THAN O F ONE CAPACITY OF ONE TON PER SQ. FT) � CONTRACTOR TO VERIFY WALL USING WSP METHOD AS CARBON MONOME DETECTOR MAY BE PROVIDED N AN APPROVED LOCATION THAT SATISFIES ALL APPLICABLE REQUIREMENTS OF SECTIONS 915.3.1 THROUGH ROOFING OR SIDING,THE ADDITION OR REDLACENENT OF WINDOWS OR DOORS,OR THE ADDITION BELOW THE(PPER LEVEL.SMOKE ALARMS SHALL BE NSTALLED NDT LESS © POST TERMINATION 915.3.3 OR OTHERWISE PROVIDES THE ROOM OR AREA WITH ADEQUATE PROTECTION. THE LEVEL OF PROTECTION N ADJACENT ROOMS SHALL NOT BE OF A PORCH OR DECK ARE ExSuPT FROM THE REQUIREMENTS OF THIS SECTION THAN 3 FEET(914 KM HORQONTALLY FROM THE DOOR OR OPBNN3 OF A E)4STNG FIRST FLOOR WINDOW �OUTLINED N TABLE 602-10.4 REDUCED BY THE ELIMINATION OF AN OTHERWISE REQUIRED DETECTOR 2 NSTALLATDK ALTERATION OR REARS OF PLUuBNG OR MCCHANCAL SYSTEMS ARE EOPT BATHROOM THAT CONTAINS A BATHTUB OR SHOWER U RMS THIS WOULD HEADER SIZES. MIN. SIZE TO BE 0 HOLD DOWN SEE SHT N-01 T- • NEW P.C.FIND.WALL FROM THE REQUREMBJTS OF THIS SECTIONt PREVENT PLACEMENT OF A SMOKE ALARM REOu.FRED BY SECTION R314.3. (2)2x6 U.N.O. TYPICAL ROOF CONSTRUCTION: —ASPHALT ROOF SHINGLES (COLOR & STYLE TO BE CHOSEN BY OWNER) 30* ROOFING FELT. 0 c\j V2' CDX PLYWD. SHEATHINGC) C\l 2xlO ROOF RAFTERS a 16' O.C. 'IT cm C) 12 12— 'Y47 HARDIE BOARD FASCIA BOARDS PITCH- PITCH SEAM-ESS ALUIA LDRS. & GUTTERS 8 VENTING SOFFIT -/0 RIDGE ui 0 z HP WINDOWS & DOORS BYANDERSEW cn D < co TRIM (TYP) cli HARDIE BOARD SIDNG, (COLOR AND STYLE SELECTED BY OWNEFD 'TYVEK* HOUSE WRAP WITH VZ CDX PLYWD. SHEATHING 2x4 STUDS 0 16' O.C. cli W/ R-15 KRAFT FACED BATT INSUL ------- R-3 � CONTINUOUS RIGID FOAM t4SUL. Tr La� 0 TYPICAL ROOF CONSTRUCTOR 47 7 ASPHALT ROOF SHNGLES (COLOR & CC u. STYLE TO BE CHOSEN BY OWNER) 12 (2) LAYERS OF 30* ROOFING FELT. 0 AZ PITCH 3 V2 V2' CDX PLYWD. SHEATHING. 2x8 ROOF RAFTERS 0 16' D.C. ST, 01 '0 FIN. BONUS ROOM e q � c w U) z W _j 0 < 0 Q z -j a- E5 Lu o U) W 10' DECORATIVE PERMACAST :2 LU F- z LU o 0 0 G� ED COLUMNS BY. I-B&G* STYLE M F- _J W > 0 TO BE CHOSEN BY OWNER LU 0 LL_ w < LL e-- (D z -Td_ Dzwz < :) < wopE ===41i T_ 0 w n w 0 F 0 z 0 --5 0 �- =j F- 0 w Q W uj < D < 2: a_ (f) J CD 1.- 0 0 El Ed Fol i E --- Lu < 5; _u) - mw-\1 I z OL68dij a- cc o z —3 cr �5 y (1)w z - Y OY < U) !-- w Cc p cc- > cr_ Lu CL U) o z o cr- T/0 FIN. GARAGE C) U) �- w 5- Lu ED l/\/"l.,K,,,, , X w (f) U) ir C) 0 w z EL 68.5' /77,777-777 :2 LL -:�: > 0 T � Z LL fr w of w 0 I__ < 0 CL z IL z 0 GRADE TYPICAL FOUNDATION 10' POURED CONFIETE WALL KEYED TO 24XV DEEP POURED CONCRETE FOOTING REINFORCED W/ (4) *5 REBARS 3: CONT. IN FTC. (TO BE M 3'-0" BELOW GRAM ! L_ __j L_ __j I L_ __j I m _�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 0 m IL FRONT ELEVATION m �05 SCALE: 1/4'=1'-O' 2 T/O RIDGE 0 12 ---FITCH -4— T/O PLATE (U r- A Ln A b Am 1011, co cm 12 7 cl u T/O FIN. 2nd FLOOR. 12 3 V2 PITCH "lul T/no LLJ z T/O Fk BaasFloom z y CE 0 ---— ---- ® -- --- --- _ _ — -- = o EL 22-2' T/O FIN. 1st FLOOR. FA • w -1 a_ CD 7,7 77 0 201-011 0 GRADE L _L=L=7 0�I cc: IL --------1. 2"_ T/O Fk Aff EL OW Y eRAM L-1 J L _J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L_ L_ __j L_ __j FRONT ELEVATION WA V4%lf-v K"�2 RIGHT ELEVATION ��O5 SCALE:- 1/4*=1'-0* CONT. RIDGE VENT n RIDGE STRAPPING o O N 1 (SEE SHEET N-01) TYPICAL ROOF CONSTRUCTION: N m TYPICAL ROOF CONSTRUCTION: RIDGE BEAM ASPHALT ROOF SHINGLES (COLOR & T/O RIDGE LL 30* ROOFING FELT. STYLE TO BE CHOSEN BY OWNER) • d1 T/0 RIDGE _ (SEE PLANS FOR INFO) STYLE TO BE (N•10SEN BY OWNER) 30* OOFNGOF�SHNGLES (COLOR & F • T. VZ CDX PLYWD. SHEATHING. VZ CDX PLYWD. SHEATHING. 2x10 ROOF RAFTERS o 16' O.C. 2x10 ROOF RAFTERS ® 16' O.C. AV O 2X4 C.T. 048' O.C. 9 ICE BARBER AS PER CODE R905.12 2X4 C.T. 048' O.C. ICE BARBER AS PER CODE R905.12 G• ® 1XV HARDE BOARD FASCIA BOARDS ' HARDIE BOARD FASCIA BOARDS p o. UNFINISHED dS•0 SEAMLESS ALUM LDRS. & GUTTERS UNFINISHED dS•OC SEAMLESS ALUM. HAS. & GUTTERS z m Arnc (2) 1 t X 11 ' LVL BOTTOM 8 OPEN CELL VENTING SOFFIT Arn OPEN (n I VENTING SOFFIT Q FLUSH HEADER R30 INSULATION R30 INSULATION N rn T/O PLATE 2X8 C.J. 016' O.C. 2X8 C.J. o16' O.C. 2X8 C,J. 016' O.C. T/0 PLATE N MASTER BATH R15 BATT INSULATION T-0' 2X8 LEDGER BOARD R15 BATT INSULATION-,,,,, R15 BATT INSULATION TYPICAL ROOF csrRc rcc) rAL ROOF CONSTRUCTOR TYPICAL ROOF CONST BEDROOM BptI ,� ASPHALT ROOF SHINGLES (COLOR ASPHALT ROOF SHINGLES (COLOR & FL ASPHALT ROOF SHINGLES (COLOR & F- Q 2 Z BATH to STYLE TO BE CHOSEN BY OWNER) STYLE TO BE CHOSEN BY OWNER) v7 C)AM STYLE TO BE CHOSEN BY OWNER) � -� (2) LAYERS OF 30* ROOFING FELT. (2) LAYERS OF 30* ROOFING FELT. 0 LAYERS OF 30* ROOFING FELT. En V2' CDX PLYWD. SHEATHING. 3/4' SUBFLOOR GLUED AND 1/2' CDX PLYWD. SHEATHING. y� o V2' CDX F'LYWD. SHEATHING. a �d a� e�Qj 2x8 ROOF RAFTERS 0 16' O.C. SCREWED TO JOISTS 8 2x8 ROOF RAFTERS 0 16' O.C. 2X8 2x8 ROOF RAFTERS ® 16' O.C. �� �S N� ,�Q- ,► T/O FIN. 2nd FLOOR. OG• 2X8 C.J. - S ® �' 2X8 C.J. ®� pC T/O FIN. 2nd FLOOR. RR SIMPSON H25 STRAP 11 7/8' T.11 110 SERIES ® 16 O.C. 11 7/8' TJI 110 SERE O.C. 11 7/8' TJI 110 SERIES ® 16' O.C. 2X8 C.J. _ NEW 8 _®16 O.C. � ®16 O.C. 016' O.C. z GUTTERS LEADERS 2x MINUM (2) 1 t X 11 k LVL 0 1 �' X 11 �. LVL O (2) 1 �' X11 �' LVL � � � JF• FLUSH HEADER FLUSH HEADER FLUSH HEADER z U w 01 w Q TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL EXTERIOR WALL CONSTRUCTION Ct Q w m O p U 016'O.C. o 1 t X 11 k LVL HARDE BOARD SIDING. (COLOR AND STYLE HARDIE BOARD SIDING. (COLOR AND STYLE a o i Z O� i_ < o FLUSH HEADER SELECTED BY OWNER) 'TYVEK' HOUSE SELECTED BY OWNER) 'TYVEK' HOUSE uw } H Q U z0 w H CD SIN�SON BC4 POST R15 BATT NSULATION WRAP WITH 16 CDX PLYWD. SHEATING R15 BATT INSULATION w w It O w U � Q 2x4 STIRS ® 16' O.C. WRAP WITH V2' CDX PLYWD. SHEATHING. _ � O0 � w > O 2x4 STUDS ® '�' O.C. F � CAP ANCHOR R15 BATT INSULATION MABTER o FAMILY RM. W'/ R-15 KRAFT FACED BATT NSUL W/ R-15 KRAFT FACED BATT NSUL. Co � 0 0 m w it z c7 z co 10' DECORATIVE PERMACAST BEDROOM R-3 CONTINUOUS RIGID FOAM NSUL FAMILY RM. R-3 � CONTINUOUS RIGID FOAM NSUL = D ip cw7 0 ,� o W O w COLUMNS BY. 'HB&G' STYLE w O w w Q D Q z �- TO BE CHOSEN BY OWNER w Q ::, Q< ED O WOW --� l- F- mF- 4X4 P.T. WOOD POST 3/4' SUBFLOOR GLUED AND CONT. FABRIC FLASHING R30 BATT INSULATIONSCREWED TO JOISTS w w EL cr 0 P LU O 0 O o ILL! _ CONT. FABRIC FLASHING � � � Y cn = � H � > � U (n Lu > w � T/O FIN. 1st R-OOR. POURED CONCRETE STARS _ > U POURED CONCRETE STAIRS T/0 FN. 1st FLOOR. W O o w 3 U) EL 22.2' --Z - - - -- - - 4000 PSI ® 28 DAYS WITH 6X6 W.WM - 4000 PS ® 28 DAYS WITH 6X6 W WM = z u oC oC O 2x8 P.T. D.J 11 7/8' TJI 230 SERIES �+ 16' O.C. 11 7/8' TJI 230 SERIES ® 16' O.C. -- -- i- i_' .• OVER 4. OF WELL COMPACTED GRAVEL 11 7/8' TJI 230 SERIES • 16' O.C. I EL 22.2' E- Qzw U �� -III-III-i ' ". � OVER WELL COMPACTED SOIL, TYP. i i i-��i- OVER 4' OF WELL COMPACTED GRAVEL o ®16'OI _ = = OVER WELL COMPACTED Ste.., TYP. GRADE ;. I I GRADE xrl� ' GYP. BD. CLG 1 ' X 14' ;: I-!I IT I I=1 T - 1 X 14' � GYP• BD. III _FINISH. AS PER �)Y`�" _LVL BEAM • ' -�-�! I�!-III--i '• � I STAR FOUNDATION: LVL BEAM FISH. AS PER -_ - _ _- _- �• STAIR FOUNDATION: - - .. R30213 �T - T ! III - 8- POURED CONCRETE WALL R30213 -III-III-III-III :•' 8' POURED CONCRETE WALL - a (-I IT .' =1 11!=1 11= = =� (TO BE MIN. 3'-0' BELOW GRADE) = = ! -�! _ (TO BE MIN 3'-0' BELOW GRADE) I I_ T =11"' 1 I a -I 1-I 11=! 1=1 I . - - -1 -I-I Q (3)2X10 P.T. GIRDER WITH =i I -III=III= = �-�=�!=1 � -III-!�-I! =!�-! . �I TYPICAL FOUNDATION A /E0 _ _ _ i- FIN I IED A 1=1 11=1 I I-I I I- I-_= 10' POURED CCNJRETE WALL KEYED TO WS '� - 1= =1 =! !=_ TYPICAL FOUNDATION SIvPSON PB44 POST BASE T! = _ -!I 1-III-III =� - != .=III- 10' POURED COI�iETE WALL KEYED TO ANCHOR ON 16' DIA. P.C. MIN. -! 1= - _ T -! !- • BASEMENT /Q - - 24'XlZ DEEP POURED CONCRETE FOOTING, EMENT = - _ _ 2470 DEEP POURED CONCRETE FOOTINO, . 3'-0' BELOW GRADE ON -I I- -I I III-III-I I I . ' o R15 BATT RENFOR( D W/ (2) *5 KEBABS CONT. N b `/ R15 BATT -1 I! - !T != REINFORCED W/ (2) s5 REBARS CONT. N `i' bo UNDISTURBED SOL (TYPICAL) I = ___ = ! -I -' ►'L 5o NSULATION - T 1=!I!=1 I = = FTG (TO BE MIN 3'-0' BELOW GRADE) rn Go INSULATION -��_!_- -!I =! -1 8o a n / - h FTG. (TO BE MIN. T-0' BELOW GRADE) _ -III=III-III-III--1 I I-III-III_=11_I-III=III T - =III= _-_ =! - S 4' P.0 SLAB WITH 6X6 W.WM -III= WATERPROOFING MEMBRANE BITUTHENE SYSTEM CO 4' P.0 SLAB WITH 6X6 WWM __! _ _ WATERPROOFING MEMBRANE BITUTHENE SYSTEM 2X8 LEDGER BOARD _ N 6 MIL VAPOR BARRIER & 4' % __=1 i;=1 I =1 - 4000 BY WA (?RACE CO. OR APPROVED E(�UAL N 6 Ivd VAPOR BARRIER & 4' :. _ = I = =� 4000 BY WR GRACE CO. OR APPROVED EQUAL SEE DVFh-06 FOR DETAILS III-III-I I' 1I I III- = I 0 , -- INSTALLED PER MANF SPECS III- - =III-III=� CLEAN GRAVEL BELOW SLAB !_!I IT = INSTALLED PER MANF SPECS CLEAN GRAVEL BELOW SLAB _ _ _ - - - - - - -- - - .. � - - - - - - - _ _ - - _ - _I _ I_I I =1 I=1 I_I 1=• =I 11=III=1 I_I I_I =1 -I I_I I ==1 I I_I 131 I_I I- I_I I 1=1 =1 I=III=1 -I I_I I_I -1 -1 -III-I I-1 -1 I_I i I _III-III III-1 :' : 1="'- "'_' "_'''_"_"'_"- - 1=1 -III �' . .. - _ _I t I • � � -3-V2' V4' STEEL .ALLY COLUMN WITH 6'X6'X� II_I III III � IT I ITT l iTI �•. � ' �. � I I=1 I I=1 I I=1 I I-1 I I-1 I I-1 I I-I I ITT I I=1 I I=1 I ITT I IT I I I I ITT I IT I ITT��___ ��_�I ITT I I=1 I I=1 11= I - � .' : -III_ _�I I-III-�I•-�� _ _ _ _ - BITUMINOUS DAMP PROOFING - =--_1I I II==_-_I1 1 1ITI El I 1-=1 II IT-1 I 1 1Il_ APPLIED TO CONCRETE I __1 1 1=I I _ FOUNDA n0N WALLS PER R406 I 111=111-111_1 1 I =1 I I III =-i I- 1__-----_---I-I_I -- -_I-__I_TFTI IW 0HI-I000 T_KI)IN IT-S GOT_IEIvBEIa-nEL TA H_I PRI LI_(A4O)T_IN I E*VIRGIN RGIN AA-I SRIN OI_DEL_A.BI(COTI_HTY_PTI WI) = I=I I _ =1 I I-1 _I I )IA. X V4' STEEL LALLY COLUMN WTH II I- _ _ - _ _� _ I I-III-II I_II I_I I I_I I I_II I_I II-III III-III-I II_I I I_I I I_I I I__1I I III III -1II-I I I_I I I_I I I_I I I-III-1II_I I STEEL PLATE TOP AND BOTTOM -III-III-1 I-1 IT I=111=III=III-1 I =1 I-III=11!T =1 -III !-I IT IT =1 I -I ITT =! IT =1 I =1 I=1 I_FooT�1a WITH (4) *s REBAR EACH WAY (TOTAL OF _ I I I III III I I I I III III---III-I I TI I I-1 I_I III-�I I I I = I TWO) To BEAR (TYPJ ON, VIRGINSol__ _ III III III-III_III___III_I I IT I_III_III_III_III-III=III_III_I I_I I_T TI IT TI I_I I_I III III-III_III_III_ VIRGII_III__III___III-III-III__I I_I I_I I_I I I-III-III-I I I_I _III_.III-III-III-III_III-111-III=III-III=III-III-III-I TI I -I I_I I I_ I_I I I_I =III_ - - -1 I =1 I-1 I-1 I-1 I-1 I =1 11-1 I IT I T I IT IT I-1 IT =1 _I IT =1 I-I IT I -1 -1 -1 =1 -1 =1 I IT I ITT IT I-1 I ITT I I-1 I'- "-"'- 1=j =1 i 1=1 =III=III-1 I-1 I-1 I-III=III=III-III-III 1 1 �_ �_ Z "' "' III-III-III-III=11 1 1=1T I -I 11=1 I I I=1 1II I-=III=I II=III=;I II-=I I I=1 II I I-TI I I_I-I I I1 1 1-I II I I=III I=I II I I=TI I-I I I=T1 I III=I I I=1 I I=III=I I I==I I I=1-SECTION illSECTION �O7 SCALE: 1/4'=T-O' 1,,�O7 SCALE: 1/4'=1'-0' WJ � 0. � U wzy I� H =I � Wf,l N nW ) n ��0l 4'ROOF VI3rr 4'ROOF VMT 4'ROOF VENT O H ROOF P3103.1 Roof extension.Open vent pees that extend H U v v through a roof anal be laminated not less than 6 inches(152 LAUNDRY BATHROOLIA rtrn)above the roof or 6 Inches(152 i)above the antidpated MASTER BATHROOM 'J snow eommillation.whichever is greater.Where a roof E Is to be used for assembly,as a promenade,observation deck M or sunbathing deck or for uniar purposes,open vent pipes 3V TV 3'V r l W ethal temhinate not less then 7 feet 1224 rmn)above the root ry ry �..J P31032 Frost ware.Where the 97.5-percent value for outside 2'V V design temperature Is 0 F(-18 0 or less,vent extensions a'v 2'V M c, through a roof or wall shall be riot less than 3 Inches(76 2'V ffirn)In vent" Zv made �t�foot e�e of� �� R-Value Computation Method Mandatory Requirements for 2020 ECCC NYS of the biding. F W.O.GO ns R402.1 General Section R4013 Certificate Section R403.5.1 Heated Water Circulation & Temperature Maintenance Systems and FLOORTT Section R402A Arc Leakage Section R403.6 Mechanical Ventilation 2iv 3.s rw Section R4021.1 Vapor Retarder Section R4024.6 Tenant Separation Wals Section R403.7 E I 2'W 2'W 2'W 2'w 35 2'W Equipment Sizing & Efficiency Section R40212 Insulation & Fenestration Criteria P3201.7 Size of tixttre traps.Trap sizes for pkmbing flxtves ca Section R40213 R-Value Computation Where ca cA Section R402-5 Maximum Fenestration U-Factor & SGHC Section R403.8 Systems Serving Multiple DwellingUnits � � shall be as indicated in Table P320t7. ere the ta0ace 35 Section R403.1 Controls Section R403.9 Snow Melt & Ice System Controls Section R40221 Callings with Attic Spaces of a plumbing rxtve Is larger than that indicated In Section R403.12 Heat Pump Supplementary Heat Section R403.10 Pools & In Ground Permanent Spa Energy Consumption Table P320t7,the trap size shall be the same norninel size as BATHROOM KMEN MASTER BATHROOM Section R40222 Ceilings without Attic Spaces rn the fixture taipiece.A trap shall not be larger than the drainage Section R40223 Eave Baffle Section R403.3.2 Sealing Section R403.11 Portable Spas pipe Into which the trap discharges. SrV TV Section R4022.4 Access Hatches & Doors Section R403.3.3 Duct Testing Section R404.1 Lighting Equipment Zv Section R402-5 Mass Walls ry a'`� av Section R403.3.5 Building Cavities Section R404.11 Fuel Gas Lighting Systems Shall not Have Continuously Burning Plot Lights av ry ry Section R4022-6 Steel Frame Ceilings, Wags & Floors Section R403.4 Mechanical System Piping Insulation Section R402-7 Wags with Partial Structural Sheathing Section R4022-8 Floors wa ow w.Q Section R402-9 Basement Wags co co Go Section R4022-10 Slab on Grade Floors Table R402.1.2 Insulation and Fenestration Requirements b Component 2020 ECCC NYS 1st FLOOR Section R402211 Crawl Space Wags a Y P Section R4022-12 Masonry Veneer Glazed Wood Frame Mass Basement Crawl Space aw n --w rw �Zw �__w ss zw Section R4022-13 Surroom Insulation Climate Fenestration Skylight Ceiling Floor Slab as ca Section R4023 Fenestration Zone U-Factor U-Factor Fenestration R-Value Wall Wall Wall Wall ExrG 4•ci WASTE 3's SHGC R-Value R-Value R-Value R-Value R-Value R-Value Section R4023.2 Glazed Fenestration SHGC 4'dis.C1 DRM To EXISTM SYSTEM Section R4023.3 Glazed Fenestration Exemption 4 Except 0.32 0.55 0.40 49 20 or 13+5 8/13 19 10/13 10, 2ft 10/13 Section R4023.4 Opaque Door Exemption Marine 2 PLUMBING RISER DIAGRAM Section R4023.5 Sunroom Fenestration A-07 SCALE N.T.S. Table R402.1 .4 Equivalent U-Factors (2020 ECCC NYS) Basement Crawl Space Climate Fenestration Skylight Ceiling Wood Frame Mass Floor � Zone U-Factor U-Factor U-Factor Wall Wall Wall Wall U-Factor U-Factor U-Factor U-Factor U-Factor 4 Except Marine 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 • I co O N CONT. RIDGE VENT ccv m RIDGE SUYBE'IPJMM • (SEE S49EE INLMS FOR WO) yqj� Q z MAINTAIN 2' AIR GAP ® AT EACH BAY BATT INSULATION Off'' ATTIC LVSU.ATm 02x4 TOP PLATES p T/O RIDGE _ ui ® ATTIC FLOOR FflAMJG FM[VSLl.ATM RNXIE/11M PER CLMATE* V4' WOOD FACIA BOARDS zz ro Q' I V&W iSTRI`PNG AT PERIk 1 OF DIOLOSITiE SEAMLESS ALUM LDRS. & U) D 2X8 C.J. 016' O.C. SITE RIT ATTIC DIOLOSLAE-NEDWVAL.LY SEC M GUTTERS Q � X CLOSED CELL FOAM rn VENTED VINYL SOFFIT 2'-0' INSULATION AT 5' THICKNESS N, LEDW0L LATM M PRESS AT ALL BAYS I SEAL AT WEATFBiSTWM ICE BARKER AS PER CODE R905.1L2 � 0 0 8 OPEN CELL MWrLFACRFED R L DOWN STAR GATT INSULATION �d r R30 INSULATION TYPICAL ROOF CONSTRUCTIOtt 0 ��\ E 0.f °0 c?' ASPHALT ROOF SHINGLES (COLOR & { STYLE TO BE CHOSEN BY OWNER) BONUS (2) LAYERS OF 30. ROOFING FELT. 0 Q 4 o Z OG o 1/2' CDX PLYWD. SHEATHING. d EL ®�o RO®m in �2x8 ROOF RAFTERS 16' O.C. _ 2d0 2X6 F.J. ® _ N V4' HARDIE BOARD FASCIA BOARDS ( f s H'� -N F' 0 2X6 BEAM v'- SEAMLESS ALUM. LDRS. &GUTTERS N qL T/O FIN. BONUS ROOM 11 7/8' TJI 230 SERIES 0 IF O.C. 2 SECTION AT ATTIC STAIRS 3 SECTION THROUGH EAVE - = C.J. ®16' O.C. 2X8 C.J. 016' O.C. VENTING SOFT A-08 SCALE N.T.S. A-08 SCALE: 1/2'=T-0' z w w(30T OM FLUSH BOTTOM FLUSH z U w � ~ Q O.C. Jwma � o z BEAM BEAM TYPICAL EXTERIOR WALL CONSTRUCTION: a_ � = Q �z C_ Z o HARDIE BOARD SIDING, (COLOR AND STYLE w >- �- O 1i w z SELECTED BY OWNER) 'TYVEK' HOUSE Co. = I- w >O O O Z w WRAP WITH V2' CDX PLYWD. SHEATHING. �6 0. F- w p w - O 4 O m m Z (D z (n 2x4 STUDS o16' O.C. ® � pzz Cw7w � zwz � 2' 0• QpQwp O c; ICE & WATER SHIELD = z C7 p F_ w 0 w w 0 2x6 P/T SILL PLATE ON F- p p -� cn I-- - U = TYPICAL GARAGE SLAB:00 TERMITE SHIELD W/ SILL INSULATIONNIM FACE OFOWA TYP G w Q INTERIOR 0 � Q Q � m �O O 5' P.C. SLAB W/ 6x6 10/10 W.WM & 5/8' DIA. ANCHOR BOLTS W/ li w m O z _3 z I'_ L— •6 RIBAR ® 1Z' O.C. EW. 3'x3'x5/16' BEARING PLATE ® MAX m m Y w m � m > 36' O.0 (TYPICAL 12' FROM ENDS OF MAINTAIN 2' AIR GAP w a. �ui z O = YO O 0 L T/O FIN. GARAGE N 6 MIL VAPOR BARRIER BOLTS MIN. 7' INTO CONCRETE) ti = z IL m F- w cc: w O EACH PLATE SECTION) (EXTEND AT EACH BAY MAINTAIN ' AIR GAP w w U) U 4' COMPACTED POROUS GRAVEL-FILL AT EACH BAY �n oC p � O = > z EL 20.2' (2)2x4 TOP PLATES c- (95% WELL COMPACTED) (2)2x4 TOP PLATES a GRADE a S I- Q O a z tL z c� - � • _-- BATT INSULATION =III= =I I I I I-III' I I=I -. - -III=III=III- V4' WOOD FACIA BOARDS �' WOOD FACIA BOARDS I=1 III=i I=1 I I=1 I=1 I =i —III=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 I=1 =1 =1 =1 =1 =1 =III=1 I=1 I=1 I I=i I I—I I I=111-11' Iz SEAMLESS ALUM LDRS. & SEAMLESS ALUM MRS. & BATT 1!_�!_�-! 1=! 1=! -111-11!-1!!-111—1 1=1 I I Ed I 1=1 I -1 11=1 1=1 !=1 !-1 1=1 1=1 I -1 I!=1!1=1 1=1 !=1 -! 1=1 —!11=1 1=1 1=1 I 1=!!1=111 J I I-1 !_!I BATT INSULATION TYPICAL FOUNDATION GUTTERS x GUTTERS INSULATION ____ __ =1 I I—III=1 I I=1 I=1 I I=1 I=1 I=1 I -1 1=1 1=1 1=1 t 1=1 11=1 I-1 1=1 -11=1 1=1 1=1 1=1 -1 -1 I 1=I 11=1 1=1 -1 1=1 -1 I 1 ! -1 10' Pou�ED coNCRETE wALL != (=I. = =! 1= !=1 =1 -_ KEYED TO 24'x12' DEEP POURED CLOSED CELL FOAM - -- - (!=1 - - ---- = I!=I I!=1 != !!_! = = ! = =!! =!I = =!!I=!I = =! 1= =III-! = !I=! =!! -! ! I! = !- !!-I !—I I -!I!_!!!= I I= !!= = ! =1!!III!= CONCRETE FOOTING REINFORCED VENTED VINYL SOFFITM CLOSED CELL FOAM POURED CONCRETE STAIRS - - !-I�!= 1= I!!- __ _ _ _ _ !=!I!=1!!= = =' !!= !-1 2'-0' INSULATION AT 5' THICKNESS VENTED VINYL SOFFIT 2.-0• 4000 PSI ® 28 DAYS WITH 6X(5 W.W.M. = ! = I I= !I-!! = =! -1 = !!= = =! -!! -! = I = -!i = -! _ = -! 1= I-! = =!! = -!I -!! =1! = 1= !-! !_!I = = !!= I= ! =! != ! - . • - I = W/ 0 t5 REBARS CONT. N FTG. AT ALL BAYS INSULATION AT 5' THICKNESS OVER 4' OF WELL COMPACTED GRAVEL I!!= I=1 I= !I=1! = I = __ ___ _ =1!!=1 !_! = ! =!! =1 !=! = !1 !=!!!= I! ! I !! i!!= = !=1 = I - = ! !! = 11= != 11=!! = !! = != !1= =1 1= !1- !- (TO BE MN 3'-0' BELOW GRADED R-30 VALUE AT ALL BAYS OVER WELL COMPACTED SOL, TYP. =1 I=1 I=1 I I=1 I I=1 I=1 ---- -- -1 I I=;1 I_=1 I III=1 I--1 I-1 1=1 1=1 1-1 -1 I 1=1 -1 -1 i -1_I_I-1 -1 i-1 -=1 -1 f 1 1 _! WATERPROOFING MEMBRANE BITUTHENE SYSTEM 4000 BY WR BATT INS ULATION BATT INSULATION GRACE CO. OR APPROVED EQUAL= INSTALLED PER MANF SPECS I=I 1Ed I 1=111=1 I I=1 I=1 1-111=1 I_!=!I!— I=1 I_!=1 —III=1 I I=1 I=1 I=1 I I=1 I=1 I=1 I=1 I=1 I=1 I=1 I_I I=1 I=III—III =1 I=1 L I=1 I— I_I- STEP DOWN FOOTING TO DEPTH of EXIST =1 I I=1 I I__-1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I_I,III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I—I 11=1 11=1 11=1 I I-1 11=1 I I-1 11=1 11=1 11=1� FOOTING MAX 2 TO 1 RAT10 III=1 I=1 I=1 I=1 I=1 I=1 I=1 I I=1 I=1 I=1 I=1 I=1 1=1 I=1 I=1 I=1 I=1 ;III1I =1 =1 -1 III=1 I=1 I 1=1 I I =1 ''I.��IIIII11111!�I,IIIIIIIII!—�!IIIIIII)ILIi1111�iillli-i�lllillllllllllll_Illlllllllli��lll—" "=�ii—III=III=III=���="'— "—"'=iI�=III—�Ill�illlll�llllliil_Ili illliiillllllllllllll.11lllllli�l� 31 SECTION THROUGH EAVE 3.2 SECTION THROUGH EAVE �O8 SCALE 1/2'=T-0' �O8 SCALE: 1/2'=T-0' SECTION A-08 8SCALE: 1/4'=1'-0' U W � ® LATERAL LOAD DEVICE PLAN SYMBOL V NOTE: H N � THIS DETAIL IS APPLICABLE n ® LATERAL LOAD DEVICE PLAN SYMBOL 2X FRAMING PER SECTIONS Q o WHERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS SHEATHING PER SECTIONS SIDING/FNSHES PER ELEVATIONS O V . 2X FRAMING PER PLANS FLOOR SHEATHING NAILING WATER TIGHT FLASHING 11-4 SHEATHING PER SECTIONS AT 6' MAXMUM ON CENTER �-1 H H h TO JOIST WITH HOLD DOWN DECKING PER PLAN SIDING/FlNSHES PER ELEVATIONS C/� H FLOOR SHEATHING NAILING FLASHING U AT 6' MAXIMUM ON CENTER DECKING PER PLAN N ~ cn TO JOIST WITH HOLD DOWN h-I W + ++c + + + I - SOLAR-READY I M ❑ ❑ CERTIFICATE N + + + + + + I THIS HOME HAS INCORPORATED T T I FLOOR JOIST PER PLAN DECK JOST PER PLAN I FEATURES AT THE TIME OF INITIAL T TOP PLATE GAL JOIST HANGER CONSTRUCTION TO ENABLE THE �- -i FLOOR JOIST PER PLAN HOLD-DOWN OR SIMILAR DEVICE OR MUD S91 2X LEDGER WITH 1/2' GAL LAG I p INSTALLATION OF SOLAR ELECTRIC. I TOP PLf�TE WITH MIN. 1,500 POUNDS OF STRESS WALL FRAMING BOLTS ® 16' O.C. STAGEAED, TYP. _ =` THE SOLAR READY ROOF ZONE IS OR MUD SILL DESIGN CAPABILITY PER DEVICE. OR FOUNDATION FIGURE R507.9.2(2) HOLD-DOWN DEVICE WITH MN. 7500 I -_ SHOWN ON THIS CONSTRUCTION PLAN T I MINIMUM OF TWO LOCATIONS PER POUNDS CAPACITY PER DEVICE AT ❑ EXCERPT AND IS FREE OF WALL FRAMING v DECK WITHIN 24 INCHES OF EACH FOUR (4) LOCATIONS, EVENLY I o OBSTRUCTIONS THAT WOULD LIMIT I OR FOUNDATION END OF THE DECK/LEDGER, TYP. LATE .2 LATERAL HALLCONN B TR DISTRIBUTED ALONG DECK AND ONE PLACEMENT OF THE SOLAR PANELS. LATERAL LOADS SHALL BE TRANSFl7RED TO THE FIGURE R5E920) DECK JOIST PER PLAN GROUND OR TO STRUCTURE CAPABLE OF WITHIN 24' OF EACH END OF LEDGER I �,, GAL JOIST HANGER TRNASMITTNG THEM TO THE GROUND. WHERE LATERAL HOLD DOWN DEVICES SHALL FULLY PLASTIC CONDUIT FOR FUTURE 1 ELECTRIC WIRING HAS BEEN INSTALLED LOAD CONNECTION IS PROVIDED N ACCORDANCE WITH ENGAGE DECK JOISTS PER HOLD DOWN CONDUIT CONDUIT I 2X LEDGER WITH V2' GAL LAG MANUFACTURER RECOMMENDATIONS BOLTS 016' O.C. AGERED TYP THROUGH WALLS AT THE LOCATIONS .C. , . FIGURER50792(1), HELD-DOWN TENSION DEVICES SHALL c--• -->' R507.92 LATERAL CONNECTION BE INSTALLED N NOT LESS THAN TWO LOCATIONS PER ,i SHOWN TO FACILITATE THE FULLY THREADED 3/8' DIAMETER INSTALLATION OF WIRING BETWEEN THE LATERAL LOADS SHALL BE TTRANSFERED TO THE GROUND OR TO STRUCTURE CAPABLE OF DECK WITHNG 24 INCHES OF EACH DECK EACH DEVICE GALVANIZED LAG SCREW I ONDUT ELECTRIC-SERVICE-PANEL-ANDIOOWIRINBETW N T _ 1 _j TRNASMITTNG THEM TO THE GROUND. WHERE LATERAL LOAD CONNECTION IS PROVIDED N SHALL HAVE AN ALLOWABLE STRESS DESIGN GALVANILED WITH MINIMUM 3' MOUNTED SOLAR PANELS j ACCORDANCE WITH FIGURER507.92(D. HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED N CAPABILITY OF NOT LESS THAN 1,500 POUNDS. WHERE PENETRATION TO MINIMUM OF MUD NOT LESS THAN TWO LOCATIONS PER DECK, WITHNG 24 INCHES OF EACH DECK EACH LATERAL LOAD CONNECTIONS ARE PROVIDED N PEN TOP PLATE STUDS OR HEADER I ra FBI Foil n .7 DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPABILITY OF NOT LESS THAN 1,500 ACCORDANCE WITH FIGURE R507.920, THE HOLD-DOWN , SOLAR READY ROOF ZONES POUNDS. WHERE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE WITH FIGURE DEVICES SHALL BE INSTALLED N NOT LES THAN FOUR R507.9.20, THE HOLD-DOWN DEVICES SHALL BE INSTALL® N NOT LES THAN FOUR LOCATIONS PER DECK, AND EACH DEVICE SHALL HAVE �— LOCATIONS PER DECI`4 AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN AN ALLOWABLE STRESS DESIGN CAPABILITY OF NOT CAPABILITY OF NOT LESS THAN 750 POUNDS. LESS THAN 750 POUNDS. CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [T103.101 •r tl �Di DECK ATTACHMENT - LATERAL LOADS D2 DECK ATTACHMENT - LATERAL LOADS �O6 SCALE NITS �O6 SCALE: NTS I N)ql�EWD OF SEALANT NX�15 RES-CHECK COMPLIANCE SHE ATLOCATION5514" UBLE TOP PLATE AT LOCATIONS SHONNcu to GYP.BOARD ON GeLIN6- TT OR FOAM IM�iI11AT10N V2'GYP.BOARD ON Ge mIN5TUJ.AwN OJ Np O WALLS i Om6,T vM PAPER OVER 1'ReD V2'GYP.BOARD ON N 1 HEREBY CERTIFY COMPLIANCE WITH ENERGY STAR BY THE FOLLOWING METHOD: COMPLIANCE WITH m�TM Y PLYWOOD 5HFAiHNG WALLS NSKA IO14 j PAPER oven I M N m INTERIOR WOOD 2-V HEADER WITH R60 IN I ATION INIEROR NXD i mSUATiON�'PLYWOOD SFEAlM4m6 III 1 2020 NY5 ENERGY CODE BY THE FOLLOWING METHOD. 2-2x HEADeR NTH R61D MLATION N UL 10.ALL WINDOWS AND SKYLIGHTS MUST BE ENERGY STAR QUALIFIED OR MEET ALL SPECIFICATIONS FOR colaim BAND OF CAULKING AT BEIh��Pam) �Na s my OF cpr im s AT BETWEEN M PLANS) DiE51GN CONFORMS TO THE REQUIREMENTS STATED IN TABLE 402.1.2 NY5 ENERGY CODE ENERGY STAR QUALIFIED WINDOWS. WINDOWS IN CLIMATE ZONES 2 AND 4 MUST EXCEED ENERGY STAR 2X4 PLATE LOCAWN5 90*1 2X6 PLATE • • I) THE THERMAL ENVELOPE REQUIREMENTS MEET OR EXCEED SECTION N1102 OF THE 2020 IRC. SPECIFICATIONS(GLIMATE ZONE 4: U-VALUE%%U(%%U 0.40 AND SHGC%%U<%%U 0.45) V151T NDowHEAD HEAD f� COMPLIANCE DETERMINED BY MEETING PRESCRIPTIVE INSULATION REQUIREMENTS BY L151NO A TOTAL WWW.ENERGYSTARGOV/WINDOW5 FOR MORE INFORMATION ON ENERGY STAR QUALIFIED WINDOWS. S•� p p UA ALTERNATIVE(5EE RE5GHEGK FOR VALUES) 11. ALL DECORATIVE 6LA55 AND SKYLIGHT WINDOW AREA COUNTS TOWARD THE TOTAL WINDOW AREA DRYWALL CAULKED INSULATION AROUND HEADER -2X4 WALL INSULATION AROUND HEADER - 2X6 WALL 2) THE ELECTRICAL $ VENTILATION SYSTEMS MUST MEET OR EXCEED THE REQUIREMENTS AS NOTED TO TOP PLATE BELOW. b. IN IRE CLIMATE ZONE 4A AN IMPROVED WINDOW U-VALUE 15 REQUIRED AND 15 DETERMINED BY: scALE: N.Ts. SCALE: N.Ts. 3) EQUIPMENT EFFICIENCY STANDARDS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE LOCAL REQUIRED U-VALUE= [O.IS/HFA]x [ENERGY STAR U-VALUE]WHERE THE ENERGY STAR U-VALUE 15 THE MINIMUM BUILDER OPTION PACKAGE STAND PRESCRIPTIVE SHALL BELOW REQUIRED U-VALUE OF THE GLIMATE-APPROPRIATE WINDOW SPECIFIED IN THI5 BOP. EXTER EXTERIOR G SHEATHING SKETEP THE RESIDENCE MUST BE Q 4) ALL WINDOWS TO BE ENERGY STAR LABELED WITH A MAXIMUM U-FACTOR OF 0 31 WITH A SHGG OF 029 12• UP TO 0.15A5 WFA MAY BE USED FOR DECORATIVE GLASS THAT DOES NOT MEET ENERGY STAR TO TOP PLATE TOTED BY A THIRD �F%per•��p�FM,W�� ROOF slits•SEE IMF PLAN FOR AMTMk W w `o REQUIREMENTS. FOR EXAMPLE,A HOME WITH TOTAL ABOVE-GRADE CONDITIONED FLOOR AREA OF 2,000 s.f. PARTY RATER FOR AIR LEAKAGE. THE MAXIMUM PROVIDE ICE I WATER SHIED TO 24'II�'dOE EXTERIOR WALL, PROVIDE ICE I WATER SHIELD TO 24'INSIDE EXTERIOR WALL, z v MAY HAVE UP TO 15 s.f.(0.-5%OF 2,000) OF DECORATIVE GLASS. OVER,ALL FLA&M AND 6VnlE R ATTAC+HW HARDWARE IN OVER ALL FLASHING AND 60RER ATTAGM 34T HARDWARE IN EXTERIOR SIDING ALLOWABLE RATE OF � D ACCORDANCE WITH SECTION 90527a On COW ACCORDANCE NTH SECTION 40517a MY5 CODE) coENERGY '.STAR QUALIFIED HOMES 13. TO DETERMINE DOMESTIC HOT WATER(DHW) EF REQUIREMENTS FOR ADDITIONAL TANK SIZES,USE THE AIR LEAKAGE AS Q V) NATIONAL BUILDER OPTION PACKAGE GAS DHW EF S6R',U>%%U Ob4 -(0.002 x TANK GALLON CAPACITY) ELECTRIC DHW EF SKSiSIAR'%U O.cll - TAPED TE SEALED JOINTS VERIFIED BY THE AGH 50 rx ROOF RAIRSAP FOR FORKS.PROVIDE 2'x ROOF RAFTetS 5l PLANS FOR ADDITIONAL W-0. d (OAOI x TANK GALLON CAPACITY) IN EXTERIOR SHEATHING TEST IS 3 AIR CHANGES MAINTAIN P VENTILATION BAFFLES FOR ROOF IRE<iIN6.PROVDE MAINTAIN I'A'IRW FOR ROOF VETING.PROVIDE a PER HOUR. THE TEST IS ADAGE N LAYER OF KRAFr PAC,®GATT IFFA!<AT10N BETWEEN ATTIC VENTILATION B,AR�,As Rtia4RED rn MIXED AND GOLD CLIMATES (2015 IRG CLIMATE ZONES 4A) N LAYER ofwwr FACED BATT MILATioNBETYEEI 14. IN HOMES WITH GAS OR OIL HYDRONIG SPACE HEATING,WATER HEATING SYSTEMS MUST HAVE AN EXTERIOR SHEATHING TO BE PERFORMED AT '+ CELING JOINTS AM N LAYER OF UN°ACED BATT GEEING JOINTS AND N LAYER OF LINFpCED BATT r COOLING RIGHT SIZED * 13 SEER A/C (14 SEER/ ITS EER/65 HSPF) • EFFIGIENGY SB�IhSKSKU 0 78 EF. THIS MAY BE MET THROUGIi THE USE OF AN INSTANTANEOUS WATER HTEATING GLUED OR GASKETE0 ANY TIME AFTER THE �� P FOR o TO Ln16.i06MSEE TIONAL INFO � TO ILINSJMTasE_ EQUIPMENT(WHERE SYSTEM OR AN INDIRECT STORAGE SYSTEM WITH A BOILER THAT HAS A SYSTEM EFFICIENCY R'%L)>%%U&5 AFUE TO BOTTOM PLATE GREATION[AND PROVIOW) ENERGY STAR QUALIFIED HEAT PUMP 51ri 56 Hzs 115E NOTE STRAPS EVERY RAFTER KlSON H25 WISE NOTED STRAPS AILS RAFTER I-IOMC-5 WITH TANKLE55 COIL HOT WATER HEATING SYSTEMS GAN NOT BE QUALIFIED USING THIS BOP, BUT COMPLETION] OF ALL OF u�OTTEansE NOTED sty DETAILS ur�������aLy ENERGY STAI?QUALIFIED 6A5 FURNACE(90 AR1E) CAN EARN THE LABEL U51N9 THE ENERGY STAR PERFORMANCE PATH REQUIREMENTS. THE REQUIRED BUILDING RI61D MI R6D m5UATi0N. < 15. ANY COMBINATION OF ENERGY STAR QUALIFIED PRODUCTS L15TEP MAY BE INSTALLED TO MEET TH15 PENETRATIONS. A 6uTTM3R 5�ROOF PLAN FOR ADDITIOHAi_W. SUTTEE 5�ROOF PLAN FOR ADDITIONAL W. OR ENERGY STAR QUALIFIED HEAT PUMP(SEE NOTE 3 FOR 5f'EG5) HEATING AL camNM A Ix-P BOARD- EQUIPMENT OR ENERGY!STAR QUALIFIED BOILER(65 ARUE) REQUIREMENT. ENERGY STAR QUALIFIED VENTILATION FANS INCLUDE RANGE HOOD BATHROOM AND E-PR'rED FASCIA WRAP W/ LUM. SPRAY RE4 R"D FASCIA BOAFZ44 P W/ M. V WRITTEN REPORT OF THE CONTIWS SPRAY IX-PRRESULT OF THE TEST AT THE TOP OF ALL W415 FASCIA CLADDING TYP.TwaUGHCUT UNLP55 AT THE TOP OF ALL WN_LS - FASCIA GLADOING TYP.TMROII�IM UNLESS 4b o � OR ENERGY!STAR QUALIFIED OIL FURNACE(65 AFUEJ INLINE FANS. ENERGY STAR QUALIFIED LIGHTING FIXTURES INSTALLED IN THE FOLLOWING LOCATIONS coN Wab CWX OR SPRAY FOAM S OTHERWISE NOTED g CAULK OR SPRAY FOAM OTHERWISE NOTES Q - y SHALL NOT BE COUNTED: STORAGE ROOMS(e:g.,CLOSETS,PANTRIES,SHEDS) OR 6ARAGE5. R IGIBL.E EXTERIOR SHEATHING SHALL BE 51GNED BY 5EA AW " �L7 DRP E06E raVA1_ SEALANT 1/2'DRIP EDGEPIr TY THERMOSTAT ENERGY 5T'AR QUALIFIED Tl ERM05TAT (EXCEPT FOR ZONES W/ RADIANT HEAT) APPLIANCES INCLUDE ENERGY STAR QUALIFIED REFRIGERATORS,DISH WASHERS AND WASHING MACHINES. GLUED OR GASKETI=D THE PARTY CONDUCTING (2)2'xa•TOP PLATE WITH SEAL �•V�T VENT WITH PERFORATED�T (0 2'x4•TOP PLATE WITH SEAL ca+T•1'50FF1r VENT WITH PERFORATE)SOFFITd o v- < 4 cfm TO OUTDOORS/ 100 ft AND LEAKAGE R-6 min. TO TOP PLATE THE TEST,AND SHALL BE KRAFr FAG®GATT INSULATION 51 MATERIAL OF APPROVED PEST MESH OR SCREENED KRAFT FACED BATE IN5111ATION 5m MATE IA1.OF APPROVED PEST HESK OR SCREENED 0 y d O DUCT WORK FURTHER EFFICIENCY AND SAVINGS CAN BE ACHIEVED BY INSTALLING ENERGY STAR QUALIFIED SECTIONS FOR Aovl"AL wNYI SOFFIT,5�DRAWINGS FOR VINYL 5of�lr,5�pRq o, _ 4 , 5 INSULATION ON DUCTS IN UNCONDITIONED SPACES PROVIDED TO THE CODE y �l! PRODUCTS, IN ADDITION TO THOSE REQUIRED(e g.,ADDITIONAL LIGHTING, WOOD 5TLD5:SEE CON 7MTION PLAN. •SEE NATIONS. WOOD STUDS.SEE CON5TRUCTION PLAN SDM.SEE EILEVATlo15. ¢ A. INFILTRATION(AGH50): b in CLIMATE ZONES 3-4 AND ENFORCEMENT OFFICIAL. Ln•eYPSUM WALLBOARD Rr rRAPORr 1/2.GYPSUM WALLBOARD M oREaluu ENVELOPE * INSULATION LEVELS THAT MEET OR,,(GEED THE 2004 IRGB AND 16. EFFICIENT LIGHTING FIXTURES REPRESENT A SIGNIFICANT OPPORTUNITY FOR PERSISTENT ENERGY SAVINGS _ vz'EXT.6RADE PLYWOOD. _ V2.Exr.6RADE PLYW=. S ��-4( CO 6, T * COMPLETED THERMAL BYPASS INSPECTION CHECKLIST 9 AND A MEANINGFUL WAY TO DIFFERENTIATE ENERGY STAR QUALIFIED HOMES FROM THOSE MEETING TAPED OR-5 1CLff�LQ6 l IQ6INTER! EXTMI WINDOWS ENERGY STAR QUALIFIED WINDOWS OR BETTER MEGHANIGAL VENTILATION: JOINTS IN EXTERIOR - (ADDITIONAL REQUIREMENTS FOR GZ2 AND GZ4) 10, 11, 12 A MOMAncALLY CONTROLLED M I5<IANICAL VENMATION 5HALL BE INSTALLED TO h7�T TILE SHEATHINE 2X4 EXTERIOR WALL WITH VINYL SIDING 2X6 EXTERIOR WALL F- � w uj o >- E = O GA5(EF): 40 GAL = Ob1 60 GAL = 057 &0 GAL = 053 FOLLOWING REQUIREMENTS FOR DESIGN AIR FLOW: FOR AIR SEALING FMWI71 M-NOT TO SCALE FOR AIR SEALING IWIR@OM-NOT TO SCALE Q w m a-p Q O Q WATER HEATER ELECTRIC(Ef): 40 GAL = OA3 50 GAL = OA2 &0 GAL = 0.b4 < � p 13 A4 TABLE MI50733(I)NYS RES.GODS EXTERIOR SHEATHING p w z O V) z z OIL OR GAS INTEGRATED WITH SPACE HEATING BOILt A PERMANENT = I_ t O FIVE OR MORE ENERGY STAR QUALIFIED APPLIANCES LIGHT FIXTURES, GONnNJ0115►" E-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLAW RATE RL iUIRB1EN15 GLUED OR GA5KETED w } 1-- Q U z w F= LIGHTINIG AND For 51, 1 square foot=OA424 mZ I cubic foot per minrte=O.0004714 m3/s. CERTIFICATE SHALL BE to � u_ l_ O O } U z 15, 16 TO BOTTOM PLATE APPLIANCES CEILING FAR5 EQUIPPED WITH LIGHTING FIXTURES AND/OR VENTILATION FANS FLOOR AREA COMPLETED BY THE w O Luz > O O D w EMENT BACKER BOARD = � L- � w > O v � � ENERGY STAR QUALIFIED HOMES NATIONAL BUILDER OPTION PAGKAGE lucre testa DESIGN PROFEE55IONAL REGISTEREDBUILDER OR ERAMIG TILE OR TUB SURROUND � o o M w 1r z O z I.-_ � NOTES: - NUMBER�BEDROOMS_ AND POSTED ON A WALL = 1) Q cw7 w o w O uiz w Airflow In GFM IN THE SPACE WHERE THE E- 0 z U = I. THI5 PROJECT 15 IN CLIMATE ZONE 4A,AS DETERMINED BY THE 2020 INTERNATIONAL RESIDENTIAL CODE O Q w O w w Q � Q z a_ (IRE),FIGURE NI1ol2. <1 30 45 bo 15 4o FURNACE 15 LOCATED, A Cn (Lcn J � � ml.._, ISo1 -3p00 45 60 -t5 40 105 UTILITY ROOM OR AN TUB SURROUND BEYOND � Q > Z Q z657- 120 O O aTr0 -� 2. COOLING EQUIPMENT SHALL BE:SIZED AGGORDING TO THE LATEST EDITIONS OF ALGA MANUALS J 4 5, Ao - EXTERIOR SHEATHING APPROVED LOCATION I= w w z O w Y O Y Q (n 120 1-0N . D OF NT rr rr Y cn w > ASHRAE HANDBOOK OF FUNDAMENTALS OR AN EQUIVALENT PROCEDURE. MAXIMUM OVER5IZING LIMIT GLUED OR GASKETED IN51DE THE BUILDING. w � cn = O z O cc C bp01-7,500 40 105 120 135 150 j 53 } W F- } w } w = FOR AIR GONDITIONER5 AND HEAT PUMPS 15 15%%%. THE FOLLOWING OPERATING CONDITIONS SHALL BE > TO SILL PLATE INSULATED EXTERIOR 0 awC p O 3 w 3 z U USED IN THE SIZING CALCULATIONS AND VERIFIED WHERE REVIEWED BY THE RATER: STUD WALL 2X BACKER BOARD �u z LL p[ W c[ Lu O OUTDOOR TEMPERATURES SHALL BE THE 44.0%NO 1.0% DESIGN TEMPERATURES A5 PUBLISHED IN THE A5HRAE TABLE M150733(2) BETWEEN 5TO I- 5 Q O a- z IZ z U INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS(a,b) SILL PLATiE INSTALLED HANDBOOK OF FUNDAMENTALS FOR THE HOME s LOCATION OR MOST REPRESENTATIVE CITY FOR WHICH RUN-TIME PERGENTAGE IN EACH 4410UR SEGMENT OVER SILL GASKET DESIGN TEMPERATURE DATA ARE AVAILABLE,INDOOR TEMPERATURES SHALL BE 75 F FOR COOLING AND 70 F 25% 33% 50% -15% I 1/2 WATERPROOF GYP. ANDING FOAM FOR HEATING;INFILTRATION RATE l5HAH BE SELECTED AS "TIGHT"OR THE EQUIVALENT TERM. IN SPECIFYING 2 •O BOARD TO INTERIOR ,WMW UNDER TUB EQUIPMENT,THE NEXT AVAILABLE SIZE MAY BE USED. IN ADDITION, INDOOR AND OUTDOOR COILS SHALL BE NOTE: (GREEN BOARD) MATCHED IN AGCORDANGE WITH AIRI STANDARDS. A.FOR VENTILATION SYSTEM RUN TIME VALUES BETHIN TID5E GIVEN THE FACTORS ARE 3. HOMES WITH HEAT PUMPS IN CLIMATE ZONE 4 MUST HAVE AN H5PF A5S6l %%U 55,WHICH EXCEEDS THE PERMITTED TO BE DETERMINW BY INTERPOLAT10K SHADED COMPONENTS ENERGY STAR MINIMUM OF 62 H5PF. IN HOMES WITH HEAT PUMPS THAT HAVE PROGRAMMABLE B.EXTRAPOLATION BEYOND THE TABLE 15 PROHIBITED. DESIGNATE AIR FLO BATT INSULATION BETWEEN J015T5 THERMOSTATS. IN HOMES WITH HEAT PUMPS THAT HAVE PROGRAMMABLE THERMOSTATS,THE THERMOSTAT TABLE MI5O7.4 RETARDER SYSTEM GONTIN)OU5 SEALANT AT UNDER BATH TUB MUST HAVE "ADAPTIVE RECOVERY' TECHNOLOGY TO PREVENT THE EXCESSIVE USE OF ELECTRIC BACK-UP MINIMUM REQUIRED LOCAL EXHAU5r RATES FOR ONE-AND THO-FAMILY LOGATION5 INDIGATED HEATING DWELLINGS 2'RIGID MULATION BOARD 4. DUCT5 MUST BE SEALED AND TESTED TO BE%%U<%%U 4 GFM TO OUTDOORS/ 100 S.F.OF CONDITIONED For 51, 1 ablc foot per minute=00004714 m3/9. - - - AT RIM JOISTS FLOOR AREA AS DETERMINED AND DOCUMENTED BY A CERTIFIED RATER U51NG A APPROVED OR AREA TO BE E AUSTED FXIAUST RATES �. EQUIVALENT ASTM-APPROVED TESTING PROTOCOL. DUGT LEAKAGE TESTING CAN BE WAIVED IF ALL DUGT5 K tdiens TOO cfm Intermittent or 25 cfm conth mm s AND AIR HANDLING EQUIPMENT ARE LOCATED IN CONDITIONED SPACE(I.e.WITHIN THE HOME'S AIR AND Bathrooms•-Toilet Rooms Mechanical eAast capacity of 50 cfm AIR BARRIER DETAILS & NOTES THERMAL BARRIERS) AND �yTTHEE��ENVELOPE LEAKAGE HAS BEEN TESTED TO BE <3 AC 150 OR < 025 GFM 50 Inter"' or 2O cfm`a"the s BATHTUB SURROUND INSULATION DETAIL �T�AR�G�iN'itT7D� � (n "ffi1-0 TOT REQUIRE LOCATING DUCTS WITHIN THE Homes CONDITIONED SPACE NOTES: SCALE: N.T.S. W (i.e. INSIDE THE AIR AND THERMAL BARRIERS) AND USING A MINIMUM OF R-4 INSULATION FOR DUCTS Q IN51DE THE CONDITIONED SPACE TO PREVENT CONDENSATION. FOR HOMES WITH EXHAUST ONLY MECHANICAL VENTILATION SYSTEMS,VENTILATION FANS SHALL BE 6. ENVELOPE LEAKAGE MUST BE DETERMINED BY A RESNET-GERTIFIED RATER USING A RE5NET-APPROVED ENERGY STAR LABELED(ENERGY RECOVERY VENTILATORS AND REMOTE/ IN-LINE FANS ARE EXEMPT) 0 TESTING PROTOCOL. THE VENTILATION 5Y5TEM SHALL BE INSTALLED TO OPERATE AUTOMATICALLY WITHOUT OGGUPANT u-1. 0 . TO ENSURE CONI515TENT EXCHANGE OF INDOOR AIR,WHOLE-HOUSE MECHANICAL VENTILATION 15 INTERVENTION. HOWEVER,A READILY ACCESSIBLE CONTROL SHALL BE PROVIDED TO THE OCCUPANT. RECOMMENDED BUT NOT REQUIRED. EXAMPLES OF COMMONLY AVAILABLE CONTROLS ARE PROVIDED IN THE SAMPLE VENTILATION GUT SHEET. b. INSULATION LEVELS OF A HOME MUST MEET OR EXCEED SECTION N1102 OF THE 2015 IRE.THESE SECTIONS PROVISIONS SHALL BE MADE TO ENSURE SUFFICIENT MAKE-UP AIR 15 PROVIDED TO THE BUILDING R-IS 3' RIGID INSULATION. SEAL ALL J ALLOW FOR COMPLIANCE OT BE DETERMINED BY MEETING PRESCRIPTIVE INSULATION REQUIREMENTS BY USING WHENEVER AIR IS EXHAUSTED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE SEAMS AROUND RIGID INSULATION Q RESIDENTIAL CODE OF NEW YORK STATE OR CHAPTER 7 OF THE MECHANICAL CODE OF NEW YORK STATE. U-FACTOR ALTERNATIVES,OR BY L51NG A TOTAL UA ALTERNATIVE. THESE SECTIONS AL50 PROVIDE WITH SPRAY FOAM GUIDANCE AND EXCEPTIONS THAT MAY BE USED. HOWEYER,NOTE THAT THE U-FAGTOR FOR STEEL-FRAME ELEGTRIGAL kwh 5AVING5: (500 kwh 5AVING5 MINIMUM) `= N ENVELOPE ASSEMBLIES ADDRESSED IN SECTION N1102 SHALL BE CALCULATED USING THE ASHRAE ZONE A) ELECTRICAL SAVING LEVELS CAN BE ACHIEVED BY INSTALLING A MIXTURE OF COMPACT FLUORESCENT �' METHOD OR A METHOD PROVIDING EQUIVALENT RESULTS AND NOT A 5ERIiES-PARALLEL PATH CALCULATION LAMPS,FLUORESCENT LIGHTING FIXTURE,EFFICIENT APPLIANCES,CEILING FANS EQUIPPED WITH EFFICIENT METHOD AS 15 STATED IN THE GORE. ADDITIONALLY,SECTION N1102,WHICH ALLOWS FOR THE REDUCTION OF LIGHTTis16 FIXTURES AND FURNACE OR AIR HANDLER EQUIPPED WITH VARIABLE SPEED ECM MOTORS. CEILING INSULATION IN SPACE GONL5TRRAINED ROOF/CEILING ASSEMBLIES SHALL BE LIMITED TO 500 S.F.OR 20%%%OF CEILING AREA,WHICHEVER 15 LESS. IN ALL GASES INSULATION SHALL BE INSPECTED TO GRADE 1 B) ALL LIGHTING,APPLIANCES,CEILING FANS EQUIPPED WITH EFFICIENT LIGHTING FIXTURES AND BATT INSULATION VENTILATION FANS SHALL HAVE THE 'ENERGY STAR" LABEL. CONTINUOUS CAULK OR SPRAY FOAM BETWEEN CEILING INSTALLATION AS DEFINED IN THE RESNET STAWA905 BY A RE -CERTIFIED RATER,WITH THE FOLLOWING AIR SEAL THE TOP OF ALL INTERIOR EXCEPTIONS: G) ENERGY STAR LABELED LIGHTING FIXTURES AND LAMPS(CFLs)SHALL BE INSTALLED IN HIGH USAGE 1 SEALANT AT ALL TOP PLATES AND JOISTS SEE SECTIONS WALLS/ATTIIG INTERSECTIONS FULLY I. RIM/BANID JOISTS-THE INTERIOR SHEATHINVENGLOSURE MATERIAL 15 OPTIONAL IN ALL CLIMATE ZONES, AREA IN ORDER TO COUNT TOWARDS THE REQUIREMENTS(ie.PRIMARY LIVING SPACE, INGLUDING FINISHED \ / SILL PLATES WITH 5PRAY FOAM. SEAL ALL PROVIDED INSULATION 15 ADE(QUUATi=LY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS. BASEMENTS,WALK-IN CLOSETS AND OUTDOOR LIGHTING. EXCLUDE CLOSETS, GARAGES AND UNFINISHED > ? ELECTRICAL, PLUMBING, ETC. It. WALL IN9A-ATION-THE INTERIOR 5HFATHIN5/ENGLO5URE MATERIAL 15 OPTIONAL IN CLIMATE ZONES 1-3 BASEMENT) PENETRATIONS INTO ATTIC PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MEETS ALL OTHER REQUIREMENTS. __'�6 6 Ill. SEALED,UNIVENIED ATTIC/ROOF ASSEMBLIES- THE INTERIOR SHEATFIIN6LOSURE MATERIAL IS D) LIGHTING,APPLIANCES AND FURNACE OR HANDLER VARIABLE SPEED EGM MOTORS WILL BE CREDITED WITH ir OPTIONAL IN CLIMATE ZONES 1-5,PROVIDED INSULATION 15 ADEQUATELY SUPPORTED AND MEETS ALL kwh 5AVING5 ACCORDING TO THE TABLE BELOW: I 1 4444 OTHER REQUIREMENTS, INCLUDING HILL CONTACT WITH THE EXTERIOR(ROOF) SHEATHING. ENERGY STAR I EOM TOP PLATE U tv. FLOOR INSULATION OVER UNGCIVITIONED BASEMENTS OR ENCLOSED CRAWL SPACES,EITHER VENTED OR LABELED LIGHTING ENERGY STAR LABELED APPLIANCES MOTORS I I F� (INCLUDING LIGHTIN6 IN CL6.FANS) CONTINUOUS CAULK OR SPRAY FO F UNVETITED,NEED NOT BE ENCLOSED (THOUGIi FLOOR INSULATION OVER AMBIENT CONDITIONS DOES) I I NOTE 11 TAT THE FENESTRATION REQUIREMENTS OF THE ROTS IRE DO NOT APPLY TO THE FENESTRATION ENERGY STAR ENERGY STARENERGY STAR ENERGY STAR Y STARENERGY STAR IN ALL SEAMS OF SUBFLOOR TO 7 LABELED LABELED LABF_LEP LABELED LABELED LABELED CREATE AN AIR SEAL FROM FIRST a 1/2" GYPSUM WALLBOARD REQUIREMENTS OF THE NATIONAL BUILDER OPTION PACKAGE. THEREFORE IF UA CALCULATIONS ARE a LAMPS 2 (SCREW- FIXTURES GNl FRI2AT FREEZER DISH WASHER LO R CTHES WASHER kwh PER AIR FLOOR TO BASEMENT PERFORMED,THEY MUST USE THE IRG REQUIREMENTS(WITH THE EXCEPTION OF FENESTRATION) PLUS THE BASED CFL 'BULBS") HANDLING UNIT 0 , H FENESTRATION REQUIREMENTS CONTAINED IN THE NATIONAL BOP. FOR MORE INFORMATION,REFER TO THE / \ / 2X4 WOOD STUD (n n '" " \�/ �� o CODES AND STANDARDS INFORMATION, DOCUMENT. 50 kwh EACH -15 kwh EACH TOO kwh EACH 50 kwh EACH 50 kwh EACH 1 -5 kwh FAGH 4. THE THERMAL BYPASS INSPECTION CHECKLIST MUST BE COMPLETED FOR HOMES TO EARN THE ENERGY ° %/ \' �j Q o I. THE TERM ENERGY STAR LABELED APPLIANCE DOES NOT INCLUDE WAG EQUIPMENT AS USED FOR THE PURPOSE STAR LABEL. THE CHECKLIST REQUIRES VISUAL INSPECTION OF FRAMING AREAS WHERE AIR BARRIERS ARE SILL PLAT(2) 2X6 ACQ SIE WITH OF T H15 PROGRAM. a - COMMONLY MISSED AND INSPECTION OF INSULATION TO ENSURE PROPER ALIGNMENT WITH AIR BARRIERS,THUS GONTIRUOU5 ALUMINUM TERMITE 4 O V M SERVING AS AN EXTRA GHEGK THAT THE AIR AND THERMAL BARRIERS ARE CONTINUOUS AND COMPLETE. 2. A MAXIMUM OF 6 LAMP5 WILL COUNT TOWARDS kwh 5AVING5. SHIELD AND SILL SEAL INSULATION %/\ U AIR SEALING AT SILL PLATE AIR SEALING AT INTERIOR WALLS/ATTIC cl U � 4 5GALE: N.T.S. SCALE: N.T.S. R-15 3" RIGID INSULATION. SEAL ALL SEAMS AROUND RIGID INSULATION WITH SPRAY FOAM CONTINUOUS CAULK OR SPRAY FOAM CONTINUOUS CAULK OR SPRAY FOAM IN ALL SEAMS OF SUBFLOOR TO / SEALANT AT ALL TOP PLATES AND CREATE AN AIR SEAL FROM FIRST l SILK. PLATES FLOOR TO BASEMENT f f AIR SEALING AT FLOOR TO FLOOR AIR SEALING AT BASEMENT TO FIRST FLOOR 5GALE: N.T.S. SCALE: N.T.S. NAILING SCHEDULE IONMANUAL NAILING AND STRAPPING HOLD DOWN CONNECTIONS REOUR D AAT EACH BUILDING CORNER)T EACH OVERHEAD GARAGE DOOR JAMB) ANCHOR BOLT SPECIFICATION FROM WOO FRAME 2018 EDITION,WITH 130&140 MPH HIGH VOND DESIGN SUPPLEMENTS(140 NAILING SCHEDULE APPLIES TO 130 AS WELL) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) �2 SECOND FLOOR ATTACHMENT FIRST FLOOR ATTACHMENT (REQUIRED FOR ALL NEW TYPICALCONSTRUCTION AND/ORTIYPICALTIONS) O o JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL NOTE: TABLE COMMON NAILS BOX NAILS SPACING ALL PRESCRIPTIVE STRAPPING TO BE NAILED N ACCORDANCE W/ 2018 WFCM TABLES: (REQUIRED FOR ALL NEW CONSTRUCTION (REQUIRED FOR ALL NEW CONSTRUCTION SPACING CORNERS ti N 3.4B ® WALL TO ROOF, WALL TO WALL, WALL TO FOUNDATION AND SECOND FLOOR ADDITIONS) AND FIRST FLOOR ADDITIONS) N o m ROOF FRAMING 6, rttin o N U_ 3.6A ® RIDGE, COLLAR TIES. 3'-0' o.c. (1-3 story) RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER ALL STRAPPING TO BE SPACED AT 16' O.C. ALL CONNECTORS IN CONTACT W/ P/T 12' max. • • CEILING JOIST TOP TABLE 3.4A 3-8d i 3-10d i PER JOIST WOOD SHALL BE FINISHED IN 'ZMAX, POST HOT-DIP GALVANIZED OR STAINLESS STEEL. ADJUSTABLE PLATE(TOE NAILED) I I I I HANGER CEILING JOIST TO I TABLE 3-9A I 11-16d t 11-40d 1 EACH LAP 'SMPSON' HDQ8 PARALLEL RAFTER(FACE-NAILED) I I I I 'SIMPSON' HDQ8 OR \ I TABLE 3-9A I 11-16d I 11-40d I ALL PREFORMED GALVANIZED CONNECTIONS TO BE NAILED IN STRICT ROOF RIDGE OR 'SMPSON' HDU6 •. —2-16D COMMON • • CEILING JOIST LAPS I 1 I 1 ACCORDANCE W/ MANUFACTURER'S REQUIREMENTS. RAFTER --2-16D COMMON NAILS ® 6' O.C. OVER PARTITIONS I I I I BOA BEAM 'SMMPSON' HDU6 TABLE 3-6A 3-8d 3-10d NAILS o 6' O.C. •• FOR FULL LENGTH ;. COLLAR TIE TO I I t I --------------- RAFTERS I 1 AT RAFTER TO RIDGE BEAM CONNECTION �-- COLLAR TIE TO BE LOCATED IN UPPER FOR FULL LENGTH OF STUD , ' cO( o d BLOCKING TO RAFTER I I 2-8d I 2-10d I EACH END FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE i V3 OF ASSEMBLY AS OF STIR BLOCKING w u o PER WFCM 3.2.5.1 BLOCKING I I I I (5) 10D COMMON NALS AT RAFTER ----------- , 0 ENDWALL PLAN ' 0 o N 0 m TOE NAILED I I I I JOIST HANGER - ® ENDWALL o Q D RIM BOARD TO RAFTER I I 2-16d I 3-16d I EACH END 'SIMPSOM LSSU28 = 0 (END NAILED) I 1 I I NOTE FOR CATHEDRAL CEILING I S 0 WALL FRAMING AT SLOPING RAFTERS OR RAFTER TO t N TOP PLATE TO TOP PLATE 2-16d (1) 2-16d (1) PER FOOT HEADER CONVECTIONS PROVIDE '" a a 3' SO. x 5/16' WASHERS m 0) (FACE NAILED) SMPSON 'LSSU28' ADJUSTABLE HANGER. ROOF .: • , & END NUT SETUP -� o r TOP PLATES AT INTERSECTIONS 4-16d 5-16d JOINTS-EACH SIDE IN TYPICAL TO STRAPPING ® RIDGE RAFTER y�' U c°) ° ' (FACE NAILED) TYPICAL NOTE: GEEING / - DOUBLE SILL PLATE o o ,.•. STUD TO STUD FACE NAILED 2-16d 2-16d 24"O.C. ALL PREFORMED GALVANIZED CONVECTIONS TO BE NAILED IN STRICT JOIST 'SMPSON' HDQ8 (SINGLE FOR SLAB ON - s OR d �• GRADE APPLICATIONS) c d HEADER TO HEADER(FACE NAILED) 16d 16d 16"O.0 ALONG EDGES ACCORDANCE W/ WkNUFACTURER'S REQUIREMENTS. ROOF 'SIMPSON' HDU6 TOP OR BOTTOM PLATE TABLE 3.5A 1-16d 1-16 PER STUD RAFTER 7/8' DIA. THREADED ROD EMBEDDED 5/8' DIA. ANCHOR •a m TO STUD(END NAILED) AT RAFTER TO TOP PLATE TO STUD CONNECTION I GEEING 12 1/2' INTO CONCRETE W/ 'SIMPSON' ET BOLTS (TYPJ •: �a�y BOTTOM PLATE TO FLOOR JOIST 2-16d 1,2 2-16d 1,2 PER FOOT TOP JOIST ALL STRAPPING, ANCHORS, HOLD DOWNS, (HIGH STRENGTH EPDXY ADHESIVE) & FOR y :• � q r 2 BANDJOIST ENDJOIST OR BLOKING ( ) ( ) H2A - NAILED N ACCORDANCE WITH MANUFACTURER'S •.. .CONCRETE -4, . .. `� oLL (FACE NAILED) BY'SMPSON' INSTALLATION INSTRUCTIONS. & ADHESIVES TO BE INSTALLED AS PER TEMPERATURES (0 DEG TO 40 DEG F) USE POURED E[n E Q - 'SIMPSON' MANUFACTURES SPECIFICATIONS. 'SMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) FOUNDATION FLOOR FRAMING ALL CLIPS & STRAPS CAN BE MOUNTED WALL � 1g � JOIST TO SILL,TOP PLATE I 1 4-8d 1 4-10d I EACH END FROM EITHER ALL EXTERIOR OR ALL H2A �s NO �'<<T'`i OR GIRDER(TOE NAILED) I I I I INTERIOR, BUT NOT A COMBINATION OF BOTH STUD SECTION a BRIDGING TO JOIST I I 2-8d I 2-10d I EACH JOIST MAINTAIN MANUFACTURER'S SPECIFIED NAIL EMBEDMENT. TYP. W. WALL CONST. NOTES (TOE NAILED) i i i i (TYPICAL). SEE FL PLANS (9)10D COMMON TYP. QM WALL CONST. o t USE 5/8' DIA. ANCHOR BOLTS W/ MINIMUM T EMBEDMENT INTO > F" = 0 BLOCKING TO JOIST 1 I 2-8d 1 2-10d I EACH END TYPICAL NOTE BLOCKING NAILS ® EA. END OF SEE FL. PLANS CONCRETE W/ 3' SQUARE x 5/16" WASHERS AND END NUT SETUP. z 0 w -t w H- O Q 3/4' SUB FL GLUED & NALED STRAP (BY SMPSON) Q O o(TOE NAILED) t I I 1 ALL PREFORMED GALVANIZED CONNECTIONS TO BE m o v 2x FL JTS SEE PLANS � _ z � BLOCKING TO SILL OR I 1 3-16d 1 4-16d I EACH BLOCK NALED IN STRICT ACCORDANCE W/ MANUFACTURER'S OVERLAP NEW SHEATHING 2. ANCHOR NOTED HEREN ARE NOT TO BE USED FOR OR REPLACED BY a o = z 0 z � < O TOP PLATE TOE NAILED) I I I I INSUL. AS PER PLANS NEW 2ND FLOOR o OVER EXIST. STRUCTURE HOLD DOWNS FOR SHEARWALLS. W >- 1 w � O� w ( I I I I REQUIREMENTS. LEDGER STRIP TO 3-16d 4-16d EACH JOIST .S��N. STRAPPNG: N AS SHOWN. PROVIDE _ J w O O O D w STRAPPING AS PER DET. 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO F- w w O u U w fr BEAM(FACE NAILED) I I I I (418D COMMON NAILS ® EA END w u) Q JOIST ON LEDGER TO BEAM I I 3-8d 1 3-10d I EACH END NITS 16 SHOE PL _ _ OF STRAP (BY SMPSON) w — b Q THIS SHT. 12' MAXIMUM FROM ENDS AND CORNERS. Q z a m o w Dwccz z w z rr -vcn F— wOw � wQ � Q � (FACE NAILED) I t I I � _ = z 8 -I— w O w 0 u..l BANDJOIST TO JOIST I 13-16d 14-16d I EACH END SUBFLR' JOIST HANGER BY SMPSON 0 0 z I I I I w � � HI- Mm — BLOCKING AT ENDWALL (END-NAILED) 1 I 1 I AT STUD TO FLOOR ASSEMBLY U_ a- > 0 Z _j o O TO STUD CONNECTION (As table 3AB) RIM JOIST FLOOR SOFFIT MAT. AS PER ELEV. o (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) F— w w zz O J Y O Y Q � BANDJOIST TO SILL OR I I 2-16d(1) I 3-16d I PER FOOT MST ' REMOVE EXIST. SHEATHING °� w Y _ °C F- > oC TOP PLATE(TOE NAILED) I I I I (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) STRAPPNG: EXIST. FIRST FLOOR Ff Z-0' BELOW NEW 2ND RIDGE 0 w CO >_ w I- � w �w = (4)8D COMMON NAILS ® w w w U) U ROOF SHEATHING TYPICAL NOTE STORY CONST. 0 O z TOP PL EA. END OF STRAP OR = z w oC w M w O STRUCTURAL PANELS I TABLE 3.10 I 8d I 10d 16" EDGE ALL PREFORMED GALVANIZED CONNECTIONS TO BE BLOCKING 2 BAYS F- Q O a_ z w z 0 H2 CONNECTOR (BY SMPSON) RAFTERS OR TRUSSES SPACED UP TO i i 6" FIELD NAILED IN STRICT ACCORDANCE W/ MANUFACTURER'S BACK ® 48' o.c. 16"O.C. t I I I REQUIREMENTS. TYP. EXT. WALL CONST. RAFTERS OR TRUSSES SPACED UP TO 1 I 8d I 10d 14" EDGE SEE FL PLANS ATTIC 24"O.C. I I I 14"FIELD J GABLE END WALL RAKE OR RAKE I I ' 16„FDLD CANTILEVER DETAIL (TYP) LOAD PATH/ FRAMING DETAIL � 3 TRUSS WITHOUT GABLE OVERHANG j j 8d 10d I I I I GABLE END WALL RAKE OR RAKE I I I I TRUSS WITH STRUCTURAL I I 8d 1 10d 1 6' EDGE w NAILING & STRAPPING AT NOTE: I I I 16" FIELD ALL STRAPPING TO BE 1 V4'X20 GAUGE STEEL OR FIRST & SECOND FL OUTLOOKERS I I I I GABLE END WALL RAKE OR RAKE 1 I 8d I 10d 14" EDGE EXTERIOR WINDOW / DOOR HEADERS 'SIMPSON' EQUIVALENT - CS20 (COLED STRAP) • TRUSS WITH LOOKOUT BLOCKS I I I I I 1 14 FIELD SHOE PL (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) SUBFLR. (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 0 CEILING SHEATHING AT STUD TO FLOOR ASSEMBLY V+ GYPSUM TO SILL PLATE CONNECTION WALL SHEATHINGARD 5d COOLERS 7" EDGE/10" FIELD RIM JOIST FLOOR NAILING SCHEDULE 'B' :B' : (WOOD FRAME CONSTRUCTION MANUAL) BLOCKING 2 BAYS TYPICAL NOTE- JOIST BACK ® 48' o.c. A STRUCTURAL PANELS STUDS SPACED 1 TABLE 3.11 1 8d 1 10d 1 1 EDGES ALL PREFORMED GALVANIZED CONNECTIONS TO BE ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS 1a�1 UPTO 24"O.C. I I 1 1 SUPPORTS INTERMEDIATE NAILED IN STRICT ACCORDANCE W/ MANUFACTURER'S I SUPPORTS(FIELD) SILL PI EXCEPTION: REQUIREMENTS. Notation 1/2"OR 25/32"FIBERBOARD PANELS t t 8d I 10d 1 3" EDGE/6" FIELD . ' Rough A B C D E F GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10"FIELD a• .` a. Opening wHEN AN ATTIC FLOOR OR GEEING DIAPHRAGM IS USED TO BRACE THE GABLE J I I I I •• • a �• .• ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. • =' 2'-0" 2 (1) 2x4 1 1 1 1 A W 1 • ' NAIL SPACING FOR SHEATHING C� PRESSURE ZONES � Q a ' 4'-0" 4 (1) 2x4 2 2 2 2 FLOOR SHEATHING I , . 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 A ZONE 1 ZONE 2 ZONE 3 ZONE 4 W STRUCTURAL PANELS D rA� 1"OR LESS 8d 10d 6"EDGE/12"FIELD 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3 O.C. 4 O.C. �+GREATER THAN 1" I 10d 16d 6"EDGE/6' FIELD 1 10'-0" 10 (2) 2x6 4 4 4 4 PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. I 12'-0" 12 (2) 2x6 5 5 5 5 B Y+ -------- ----------------- 1--------- ------------ ----------- ------------------ C E AT STUD TO FLOOR ASSEMBLY 'SMPSON' A ,6 Ate.A 6 _A L A NOTES: TO SILL PLATE CONNECTION SP4 Notations : 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6"O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS < Q3 1 10 lO 01 10 103 < 3 I ® 1 a TYPICAL NOTE- REQUIREMENTS -I-----�- --- -----I-- - --- ------ --- - FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH ASB. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. ALL PREFORMED GALVANIZED CONNECTIONS TO BE a (� NAILED N STRICT ACCORDANCE W/ MANUFACTURER'S ` a '. • •. C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER I I I I `„� ��jj REQUIREMENTS. , r `.. F 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 4 D. NUMBER OF 16D NAILS END-NALED THROUGH ADJACENT KING STUD TO END NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. OF HEADER AT EACH SIDE A �, r Hhh 3. CORROSION RESISTANT 11 GAGE:ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED,ACCORDING TO NYS `;, E. NUMBER OF JACK STIRS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) I 1 V AND INTERNATIONAL BUILDING CODE. ®I lO 1 I® ®i 0 10 01 0 i® F. NUMBER OF 16D NAILS END-NALED THROUGH ADJACENT JACK STUDS TO 4.ALSO SEE BRACED WALUSHEAR WALL DETAILS AS INDICATED ON THE PLANS,WHERE REQUIRED. END VIEW SECTION END OF SILLS) AT EACH SIDE (DOES NOT APPLY TO DOORS) I I I r� / \\`� I W w 1n A-' (Required for all New Construction I I I I V :~ SPLICING OF TOP PLATE q I I I 1 o; o `.o o '7 AIR SEAL THE TOP OF ALL and/or New Additions) -t-----r- rt-----r- - E� OI O IO OI (D IO < 3 I ® 13 INTERIOR WALLS/ATTIC: GATT INSULATION BETWEEN CONTINUOUS CAULK OR SPRAY L. TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS A � Q INTERSECTIONS FULLY WITH � � CEILING JOISTS SEE SECTIONS FOAM IN ALL SEAMS OF SPRAY FOAM. SEAL ALL N TE: GABLE ROOFS HIP ROOFS H ELECTRICAL, PLUMBING, ETC. - SUBFLOOR TO CREATE AN AIR ONE STORY SLAB ON GRADE ALL OTHER CASES A=4 FEET N ALL CASES i� NAILING REQUIREMENTS ARE FOR 120-MPH 3- SEC PEAK GUST. FF�--��11 FIRST FLOOR TOI�-� W � �, , L M S PENETRATIONS INTO ATTIC � TOp pLq� BASEMENT SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS U V2' GYPSUM WALLBOARD RATIO LIMITS - H/L S 3 1/2 Building Minimum 12 Building Minimum 1.2 C, 2X4 WOOD STUD Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) TABLE R301.2.2.2 PLYWOOD NOT SHOWN FOR CLARITY 12'-0" 3'-0' 12'-0" Z-0' WIND-BORNE DEBRIS PROTECTION FASTENING 16'-0" 4'-0' 16'-0" 3'-0' SOLID BLOCKING ® SCHEDULE FOR WOOD STRUCTURAL PANELSa, b,c,a SEAMI 20-0' 6-0 20-0 4-0' FASTENER SPACING AIR SEALING AT INTERIOR WALLS/ ATTIC AIR SEALING AT BASEMENT TO FIRST FLOOR __ ___ 24'-0" 6'-0' 24'-0" 4'-0' 4FOOT 6FOOT FASTENER TYPE PANEL SPAN 28'-0" T-0' 28'-0" 5'-0' <4 FOOT <PANEL SPAN <PANEL SPAN <G FOOT <8 FOOT PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" 6'-0' No.8 wood screw based / 8D COMMON NAILS 06' i" -�-- ' —I 36'-0" 9'-0' 36'-0" T-0• anchor with 2 inch R-15 3' RIGID INSULATION. SEAL J 'i i>% i.l_ i O.C. EDGE & FIELD. ALL SEAMS AROUND RIGID / 16" 10" 8" INSULATION WITH SPRAY FOAM = � �+��+i/ 1•I 40'-0" 11'-0' 40'-0" 8'-0' embedment length R-15 3' RIGID INSULATION. SEAL I CONTINUOUS CAULK OR SPRAY �� t� i No. 10 wood screw ALL SEAMS AROUND RIGID 1 16" 12" 9" FOAM SEALANT AT ALL TOP 1 i t 50-0 V-0 50 0 10_0 ase anc or wit Zinc v v ( INSULATION WITH SPRAY FOAM �t i i i embedment length PLATES AND SILL PLATES /� �� -� HOLD DOWN SEE 60'-0" 16'-0' 60'-0" 12'-0' 1/4 inch diameter la CONTINUOUS CAULK OR SPRAY DETAILS THIS SHEET g own CONTINUOUS CAULK OR SPRAY �� )`)\) \ FOAM SEALANT AT ALL TOP 70'-0" 19'-0' 70'-0" 14'-0' screw based anchor with 16" 16" 16" � PLATES AND SILL PLATES 2 inch embedment length FOAM N ALL SEAMS OF m 80'-01, 2Z-0' 80'-0" 16'-0' SUBFLOOR TO CREATE AN AIR ,;�%- < Top Plate SEAL FROM FIRST FLOOR TO plice Length /� For Sl:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N,1 mile per BASEMENT ° j NOTE hour=0.447 m/s. (2) 2X6 ACQ SILL PLATE WITH a I SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE a.This table is based on 140 mph wind speeds and a 45-foot mean roof height. t Tabulated spice lengths asstme top plate-to-top plate � CONTINUOUS ALUMINUM TERMITE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JONTS. b.Fasteners shall be installed at opposing ends of the wood structural panel. comectionustg 2-16d nails per foot. For shorter splice SHIELD AND SILL SEAL INSULATION 2 HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. lengths, the nail s ac shal be reduced in order to Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH p c.Anchors shall penetrate through the exterior wall covering with an provide an equivalent number of nals. embedment length of 2 inches minimum into the building frame.Fasteners 2. Tabulated splice lengths assume a mean roof height of shall be located a minimum of 21/2 inches from the edge of concrete block 33 feet. For mean roof heights of 15 feet or less, the or concrete. A I R S EA L I N G AT FLOOR TO FLOOR d.Where panels are attached to masonry or masonry/stucco,they shall be - AIR SEALING AT SILL PLATE tabulated values shall bepennitted to be multiplied by 0.80. attached using vibration-resistant anchors having a minimum ultimate � SHEARWALL SEG. DETAIL (TYP) withdrawal capacity of 1,500 pounds. INTERMEDIATE BEARING TJI®/Pro-100TSJOISTS ALLOWABLE HOLES - TJI® Joists JOIST DETAILS Load bearing or shear wall above NO LOAD BEARING WALL ABOVE 9Y"and 11 s" see table d• (must stack over wall below) 1p -t see table o cm stiffeners required 1Y., TimberStrand®LSL J N For information on lateral each side at B3W Blocking panels Load from above flange N to Blocking load capacities, refer to Blocking panel may be rea,yired with 3 „ nce N per; current Trus Joist rim 2x4 minimum shear walls above or lus®werb,typ cal • board literature. sc�lash blocks below-See detail BI \ N6� distance from bearings r � Maintain adequate L11 0 far rocasurerar holes, 0 C3 A hole cm 2 x D D2 use ntotnurz rrterit of / TJI®/Pro""120TS JOISTS be��� DI mk*rwn brgest aide BI rBW Xb" 9Yz'",11 8"and 14" in web (also applies 1X,•rrn to W holes) Do not cut holes Web stiffeners 2x4 mi Imum I-4 larger than 1Y"in cantilever ® Trus Joist r fired each side squash blocks 1Y" TimberStrand®LSL o a TJI rim joist � flange Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole O rim board at BIW and B2W Use 2x4 minimum ScVash blocks For other load conditions or hole configurations not included in this chart,refer to TJ-Beam®software or Cut holes with care and O AI A2 Must have 13/4"minimum joist A3 Must have 1Y/4"minimum joist B2 B2W B3 B3W CS to transfer load from above to contact your Trus joist representative. in the joist web only Cl) 0 bearing at ends 0 bearing at ends bearing late below JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE I Q 0 g g 9 P SIZE DEPTH TJI®/ Attach reinforcement to 2" 3" 4" 5" I 6Y4" T' 8%" 9" 10%" 12" 2" 3• 4• 5" 6y" 1 7" 8 9" 10% 12" Q„,,} Nail Trus Joist rim TJI®/ProTM 130 JOISTS a 6'-0" length of TJI® joist top and bottom Pro-1 0TS 1'-6" 2'-0" Z-6" 3'-6" 6-6" 1.4' 2'-6" 3'-6" S'-0" 6'-0" Q) "ng' ^I," 9Y",11 s",14"and 16" r board to blocking with flanges 5 with One 8d !J ProTM 120TS 2'-0" 2'-6" 3'-6" 4'-6" 6'-6" 2'-0" 3'-0" 4'-0" 6'-0" 6'-6" \ 4'-0" length of joist reinforcement � ( 2 ) 5 9Y" a Web stiffeners " x " connections equivalent coalman nail at each Nail through 2x_, wood backer and 2Y116" ' Pro-130 7-0" 2'-6" T-6" 4'-6" T-0" 2'-0" 3'-0" 4'-0" 6'-0" T-0" T i B diamet-,r maximum hole for Y reinforcement B" diameter maximum hole for and filler block. Use 8 diameter maximum hole for O Pro-150 2'-0" T-0" T-6" 6-0" 6'-6" 2'-0" 3'-0" 4'-0" 6'-0" 6'-6" ' required each y " - " u an one side at E2 � " _ n " 4-0" �_ �� " � " _ r " to decking schedule corner TJI joist web with 2 rows IOd 1/" TimberStrand®LSL Pro-250 Z-0" 3'-6" a'-6" s'-6" T-0" (3") common nails at 6" 3 z'-o° 3'-s" a'-s° s'-s° 7'-0" side At EIW II/� 20 joists; 6 diameter ! II/g 16 joists; 6 diameter 4 0 length with � II/e 16 joists; 6 diameter Attach reinforcement t0 BloCki or Microllam®LVL Pro-350 ,'-6" 3'-6" s'-0" 6'-6" 7'-0" ,'-6" 3'-6" 5'-0" 6'-6" T-0" maximum for %' joists or for both sides at E3 maximum for �" joists or for and II36" TJI® joists. maximum for �" joists or for joist top and bottom flanges Blocking panel between each n9 on-center, clinched. Use flange Pro-100TS 1'-0" ,'-6" 2'-0" 2'-6" 3'-0" 3'-6" 6'-0" -0" 6'-6" T-0" 6'-6" blocking panels less than 12" blocking panels less than 12" blocking panels less than 12" with one Sd (�") common joist. Nail to top plate with panel 16d (3V") nails with g Pro-120TS T-0" 2'-0" Z-6" S-6" 4'-6" 5'-0" 8'-0" ,•-6" 2'-6" T-6" S'-0" T-6" 8'-0" 9'-0" 11 e" ProTM 130 1'-6" 2'-0" 2'-6" T-6" 4'-0" 5'-0" 8'-0" 2'-0" 3'0" 3'-6" S'-0" 7'-6" 8'-0" 9'-6"long. o�rlot cut flanges. long. Do not cut flanges, long. Do not cut flanges. b%i each corner connections equivalent to TJI®/Pro'"550 joists. C? �Q` JPro-150 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-6" 8'-6" 1'-0" 2,_0" T-6•' 5'_0" T-6" 8'-0" 9'-0" deckingSchedule. 7 ,,P 3/ ProTM 250 1'-0" 1'-6" 2'-6" 4'-0" 5'-6" 6'-6" 9'-0" 1'-0" 2'-0" 4'-0" S'-6" 8'-0" 8'-6" 9'-6" Attach reinforcement to Attach TJI®joist 12" length vT 'a" ProTM 350 1'-6" 2'-6" 3'-6" 5'-0" 6'-6" 7'-6" 9'-6" 1'-6" T-0" 4'-6" 6'-0" 8'-6" 9'-0" 9'-6" ¢ k� O LL joist to and bottom reinforcement on 12" length of �" so r 6" 7-6" 4'-0" 5'-0" T-o° 8'-0° 10'-6" 3'-s" 5'-o" 6'-0" T'-s" 9'-6" 9'-6" 10'-6" 0 . ,1 p reinforcement to joist TJI®/Pro 150 JOISTS - v� c p flanges with Bd 2Y" one side at E5 reinforcement on an 1 7 ' 120TS I— 1'-0" 1'-0" 2'-0" 3'-0" T-6" 5'-0" 5'-6" 8'-6" 1'-0" 2'-0" 3'-0" 4'-0" 6'-0" 7'-6" 9'-6" 10'-0" 11'-6" • ProTM roTM 9 d 1 Yz" /a'an9e ( 2 ) web with 3 rows 10d 14" Pro-250 1'-0" ,'-0" 1'-6" 2'-0" T-0" 3'-0" 5'-6" 5'-0" 8'-0" 1'-0" 2'-0" 3'-0" 4'-0" 6'-0" 7'-6" 10'-0" 10'-0" 11'-6" Trus Joist rim common nails at 6" on- (3") common nails at 6° both sides at E6 one side at E/, @ 1Y., Pro-250 1'-0" ,'-0" ,'-0" ,'-0" 3'-0" 4'-0" 6'-6" 7'-0" 10'-0" 1'-0" 1'-0" 7-0" 4'-6" 7'-0" 8'-6" 10'-6" 10'-6" 12'-0" both Sides at ES Wood ��0 ProTM 350 1'-0" 1'-0" 1'-0" 2'-6" 4'-0" 5'-0" T-6" 8'-0•' 11'-0" ,•-0" 1'-0" 3'-0" 5'-0" 7'-6" 9'-0" 10'-6" 11'-0" 12'-0" +board closure center. When reinforcing on- center clinched. Use ��` 1Y" icrollam®LVL Pro-550 1'-0" 1'-0" 2'_0" T-6" 5'-6" 6'-6" 8'-6" 9'_0" 17-0" 2'-6" 4'-0" 5'-6" T-0" 9'-0" 10'-0.1 12'_0" 12'_0" 13•-0" t1��De both sides, stagger nails �� 2 rows with �" and backer ��` 6, 00 y V`' t0 avoid s littin ® �e5 tt\� \��op�5 flange Pro-130 1'-0" ,'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 7'-6" ,'-0" T-0" 7-6" T-6" 5'-0" 6'-0" 10'-6" 10'-6" 12'-0" 1T-0" - p 9 �` I I TJI OIStS. " 16" ProTM 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 4'-0" 7'-0" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 7'-0" 11'-0" 11'-0" 12'-0" 13'-6" ZFae grain `s �� aximum 5 maximum '�` et cA� �(\ �{ ��1 \� �{�` ProTM 350 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 5'-6" 8'-6" 10'-6" 1'-0" 1'-0" 1'-0" T-6" ,1'-6" 11'-6" 12'-6" O O O horizontal �` ,(��` 2Cr \� Pro-550 1 1'4" 1'-0" 1'-0" 1'-6" 3'6"' 4'-6" 7'-0" 7'-6" 10•-0" 12'-0" 1'-0" 2'-6" 4'-6" 6I-0" 8'-6" T-6" 'IT-0" 13'-0" 14'-0" 16-0" Z U W a Q EI EIW O E3 E4 E5 E6 E7 ES FI W �`yin 0 Not for use with TJI®/ProT^^550 joist 2" 4" 6" 8' 10" 12" 14%" 16'/a" 2" 4" 6" ;8" 10" 12" 14/" 16/" Q C o o _ Z Cc 18" Pro-350 T-0" 1'-01, 1'-0" 1'-0" 4'-0" T-6" 1T-0" 300- 1'-0" 3'-0" W-0" 13'-0" 15•-0" 17'-6" = Q U t- o TJI®/ProTM 250 JOISTS LLJ y- � O 1,_ Pro-550 ,'-0" 1'-0" ,'-0" T-6" 6'-6" 10'-0" 15'-0" 2'-0" 6'-6" 10'-6" 14'-6" 16'-0" 18'-0" WEB STIFFENER ATTACHMENT 9y",117/",14"and 16" Pro-350 T-0" T-0" 1'-0" 1'-0" 2'-6" 6'-0" 10'-6" 14'-6" 1'-0" 1'-0" 6'-0" 11'-6" 15'-0" 1T-6" 19'-6" W O W Z 0 M 00 0 D LZLJ a 20" TM 5 0 ,'-0" 1'-0" ,'-0" 1'-0" S-6" 7'-0" 12'-0" 16'-0" ]EI 1'-0" 4'-0" 9;_0" 14'-0' F=- W ~ W ED >> O U W H Q Filler block: Nail with ten 1Y4 0 o in w 0CC: z o z m ( x) EXTERIOR DECK ATTACHMENT " • Leave web at top and bottom of hole. DO NOT cut joist flanges. Z Z LU � w 10d 3 box nails, minimum Q Z Q 11; z Z ❑C Apply subfloor " /23/4' maximl�n • Chart is based on uniform load tables in current design literature. OZ Q 7) � w Uclinched. Use ten 16d Structural exterior pp y tlon #I: 1Y" Microllam®LVL 2 0 I- w O w O W adhesive to all 2 • For simple span 5 foot minimum uniform) loaded joists not requiring commercial concentrated loads,one maximum size round hole may be Cn Ir C _J H m F- Z(3�") box nails from each sheathing TJI® Joist blocking with I flange P p ( ) y ) q g wow w Q Z) Q o Web stiffeners required if side witl?TJI'PPro 550 �� contact surfaces end blocks installed at Three 8d (�") box nails, located at the center of the joist span provided no other holes occur in the joist. � 0- cr 00� z -i z O O sides of hanger do not oists. Use 15 nails with Flush bean late 2 minimum J Backer block: Install n9 P �yd` Y joist s clinched I- w w z o Y o x Q Cn laterally support at least 18" and�0" -Ml /Pro 550 t; ht to to f l required. Maximum Y" 0\5� locations using (Three 16d (3v2") box nails ALLOWABLE HOLES - Beams and H e a di a rs �a- D Y co o Z o 01' TJI foist top g p � j o� " ® cn > w } w > w fI joist (tight to bottom flange overhang permitted at " (<` two Sd (� ly" at TJI /PI0 550) TJI®/ProTM 350JOISTS N Diameter of the largest hole (minimum) 0 Cc 00 3 w � Z U ' with face mount �• 2 minimum J box nails, 2= 9%",11/",14",16", = LI_ � w � w o rs . Attach with Flashing typical Web stiffener each side. 18"and 20" y�h � � Q o a � z w z U OItehangers). d)(3") box nails g 0 tion See Sizes below. 2/s' o O Allowed Hole Zane Top flange clinched when possible. Treated 2x_ 2x_ strapping installed at Tight fit W WEB STIFFENER SIZE 1Y" Microllam®LVL C A depth o o r " Y joist span locations using flange ledger y diameter Face mount Backer block lag bolt Trus Joist Option #3: two 2Y" screws per joist IY2" Y2" x 2%" minimum )J span Allowed Hole Zane hanger (both sides of rim board direct) applied ceiling Is/" %' x 2�, " minimum span web with single y pp g 4 6 Cut only round holes and AN I" x AN minimum TJI®lPro-550 JOISTS ROUND HOLE CHART GENERAL NOTES only in the center ofbeam TJI®joists When specified on the layout, Hanger height must be a, 112 N3 Allowable load is 325 lbs per y" PBI one or more of the three bracing O 3y" 2x4 11$",1a•',1s",18"and 20' BEAM DEPTH MAXIMUM ROUND • Allowed hole zone is suitable for uniformly loaded booms only. Q N1 2 HOLE SIZE minimum of 60% of joist depth a diameter lag bolt options shown must be installed 3Y" 4%" 1" • No rectangular holes. Microllam®LVL 5Y2" 1Y4.' • No holes in cantilevers. BEAM and COLUMN DETAILS ,Y" flange 7Y4"to20" 2" o See illustration for Allowed Hole Zone BEARING FOR DOOR BEAM TO BEAM Plu O web once Plus®web BEARING AT WALL OR WINDOW HEADER CONNECTION Trus Joist rim board Strap per code if top TJI®JOIST ATTACHMENT AT BEARING HANGER BACKER BLOCK SIZES • TJI®/ProTM 100TS, 120TS,150 and 250joists:%" or blocking for lateral plate is not continuous Trus Joist rim board support over header ;� Blocking panel • TJI®/Pro'"130 and 350 oasts:1"net Typical RumSystem Safety lines (Ix4 j • a..: O minimum)aaat of o.c. w • TJI®/Pro-550 _ L, El Fasten at each joist with joists:2x 'rA two 8d '(see WARNING).mum DOUBLE TJII®JOIST FILLER SIZES N / TO flay- Drive nails at an I�" minimum end 3 ' minimum t� hanger from end applications, �' for ��9r W4' y • TJI®/Pro^^ 150 0 P angle at least l�' bearing for single-family intermediate joists:1Y8'net Face mount multi-family and fight be recyired for • TJI®/ProTM'IOOTS,120TS and 250 joists:2x_ hanger H2 cornrrnercial applications maximun capacity (,pl�•pn Al To bearing plate • TJI®/Pro^^130 and 350 joists:2x +Y"sheathing See current Trus Joist Rim board jointTJI®joists at bearing:One 8d(2Y")box nail each side LI L2 L3 I°bet E2 between joists TJI®blocking panels orrim joist:10d(3")box nails at 6"on-center • TJI®/ProTM 550 joists: Two 2x_ literature for framing connectors Shear Shear transfer.-Connections equivelent to decking nail schedule A3 Rim to TJI®Joist • 18"or 20"TJI®/Pro-350 joists: 2x12+Y"sheathing CONNECTION OF MULTIPLE 1y4"width or less rim board or rim joist:Two 10d(3")box nails,one 18"or 20"TJI®/Pro'"550 joists: Two 2xl2 PIECES OF TOP-LOADED BEAMS each side at top and bottom flange r BEARING AT BEARING AT TJI@lProTM' 130 and 350 rim joist:Two 16d(3Y")box nails,one each `�.J U a 1 CONCRETE WALL COLUMN 1%4"Width Pieces: at top and bottom flange.•Rjy' TJI®/Pro^^ 550 rim joist:Toenail joist to rim joist with one lod(3")box • Minimum of 2 rows 16d (Y2 ) nails at 12' CS nail,each side of joist top flange Tile rm joist 2x4 squash blocks:Two 10d(3")box nails,one each side at top and • Flfnimum of 3 rows 16d 3v2" nails at 12" Z ( 2 ) bottom flange +� Verify Parallax® PSL or o.c. for 14' and deeper bears L3 nm board A2 BEAM ATTACHMENT AT BEARING i TimberStrand® LSL column • Nailed connections reVire an additional row of Trus Joist ran board c" i capacity and beam nails when nail size is smaller than specified W W o o bearing length, above (minimum 0.131" x 3.250) BI =i nu One IOd (31) box nail Q "' ' See current Nl each side of member at � O � ,! 3Y2"Width Pieces: boxing, W minimum P " � Trus Joist literature. • Minimum of 2 rows y" bolts ,�" B2 � end U . at 24" o.c, staggered O Z L5 Drive at an angle C� Q to minmize (V miimnm � splitt'mg of plate end bearing a Additional nailing or bolting may be H L4 Protect wood from direct L5 L6 required with side-loaded multiple member 1..� 0 contact with concrete beams. Refer to current product literature. P Butt' fists Use B1 or B2 at p 0 mg Ja �Q O with blocking intermediate bearings U ELEVATEDpanels M BEAM ON COLUMN BASE COLUMN BASE End of Jam with load bearing wall COLUMN CAP d centerline from above Optional of support Braced end wall - non-shrink we mote 3 urde grout � WARNING 141 '.' .� •` '. .� • / DO NOT bevel cut joist DO NOT use sawn Beam seat cuts must ~'` '' f `''' ° • / beyond inside face of lumber for rim board or be within wall O wall blocking.Sawn lumber shrink a ° \ • . /, Mays ansta►lationfter Deck Ledger • ° Attachment '' • : O Strvctur of FASTENING OF SHEATHING INSTALLATION TIPS sheathing ° WARNING • ,:�. ' o Guidelines For Closest On-Center Spacing er Row • Subfloor adhesive will improve floor performance,but O and Joists are unstable until braced laterally TJI®/Pro- Trus Joist rim board TimberStrand® may not be required. ° Microllam® Parallam® 0 Bracing Includes: Nail Size 100TS 120TS 35(I LSL LVL 1" 1y" PSL •When joists are doubled at non-load bearing parallel Protect wood See ALLOWABLE HOLES • Blocking • Sheathing 150,250 130 55CI 1Y"or wider 1 9 P ° partitions,space joists apart the width of the wall for from direct • Hangers • Rim Board 8d(2YZ')common 3Y" 2" 2" 3" 6" 4" 3" 3" plumbing plumbing or HVAC. contact DO NOT allow workers • Strut Lines • Rim Joist DO NOT stack building o ° H3 to walk on joists until materials on unsheathed 10d(3")common 4Y" 3" 3" 4" 6" 4" 4" 4' concrete •Additional joist at plumbing drop(see detail). 16d(3YZ)common N.A. N.A. 4" 8" 6"(2) 6"(3) 6^ 6" braced. WARNING NOTES: joists. (1)Can be reduced to 4"on-center with maximum nail penetration of(1%"into the narrow edge). :. Lack of proper bracing during construction can result in serious accidents. Under (2)Can be reduced to 5"on-center with maximum nail penetration of(1X"into the narrow edge). (3)Can be reduced to 3"on-center with maximum nail penetration of(1%"into the narrow edge). Additional Shift joist , normal conditions if the following guidelines are observed,accidents will be avoided. ar • Recommended nailing is 12"on-center in field and 6"on-center alonc sheathing Joist Bearing plate to be ® = TM 1. Install all blocking,hangers,rim boards and rim joists at TJI®joist end supports. edge.Nailing requirements on engineered drawings supersede recommendations. 11 flush with inside face of A Weyerhaeuser Business wall or beam 2. Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. • Nailing rows must be offset at leastY"and staggered. • Squash blocks and blocking panels carry stacked vertical 3. Safety strut lines of Ix4(minimum)must be nailed to a braced end wall or sheathed area. •14 ga.staples may be substituted for 8d(Zv")nails if minimum penetration of 1" loads(details B1 and B2).Packing out the web of a TJI® into the TJI®joist or rim board is achieved. joist(with web stiffeners)is not a substitute for squash 4. Sheathing must be properly nailed to each TJI®joist before additional loads can be placed on the system. blocks or blocking panels. Farthest On-Center Spacing per Row 5. Ends of cantilevers require strut lines on both the top and bottom flanges. •For joist widths 1Y4'orless: 18"on-center This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide which should be referenced for additional information. •For joist widths greater than 1%": 24"on-center 6. TJI®joist flanges must remain straight within Y" from true alignment. I