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HomeMy WebLinkAbout48233-Z *oE soulyo`o Town of Southold * * P.O. Box 1179 ,r ,0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45989 Date: 02/21/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1700 Alvahs Ln Cutchoaue, NY 11935 Sec/Block/Lot: 102.4-7.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/24/2022 Pursuant to which Building Permit No. 48233 and dated: 08/30/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-Family Dwelling with a front covered porch, a finished vestibule in an unfinished basement, rear covered porches, a rear deck, upper deck, and an attached garage as applied for. The certificate is issued to: Neil Rousso , Sandra Rousso Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-0006 ELECTRICAL CERTIFICATE: 48233 2/20/2025 PLUMBERS CERTIFICATION: Mesta Plumbing & Heating 1/7/2025 Auth rized ignature g�FF01,� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 48233 Date: 8/30/2022 Permission is hereby granted to: Rousso, Neil 125 Oak St Tenafly, NJ 07670 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1700 Alvahs Ln., Cutchogue SCTM #473889 Sec/Block/Lot# 102.4-7.2 Pursuant to application dated 6/24/2022 and approved by the Building Inspector. To expire on 2/29/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,060.00 CO-NEW DWELLING $50.00 Total: $4,110.00 Bui ng Inspector SO!/r�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 1 1 97 1-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Neil Rousso Address: 1700 Alvahs Ln City: Cutchogue St: NY Zip: 11935 Building Permit#: 48233 Section: 102 Block: 4 Lot: 7.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Double Pole Electric License No: 3913ME SITE DETAILS Office Use Only Indoor r Basement. r Service Solar (- Outdoor 1 st Floor I✓' Pool r Spa r Renovation r 2nd Floor Hot Tub r Generator r Survey r Attic Garage Battery Storage (- INVENTORY Service 1 ph �t Heat Duplec Recpt 95 Ceiling Fixtures 50 Bath Exhaust Fan 6 Service 3 ph ( J Hot Water GaSx2 GFCI Recpt 23 Wall Fixtures 25 Smoke Detectors 6 Main Panel 200Ax A/C Condenser 2 Single Recpt 60A Recessed Fixtures 138 CO Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 4 Transfer Switch 400A UC Lights Dryer Recpt 30A Emergency Strobe t Heat Detectors 2 Disconnect Switches 07 4'LED Exit Fixtures Other Equipment: Hood, Oven, Fridge, DW, Mini Fridge, Instant Hot, Garbage Disposal, W/D 200A Panel 40 Circuit/ 32 Used, 200A Panel 40 Circuit/25 Used Notes: New Two Story w/ Unfinished Basement i Inspector Signature: X Date: February 20, 2025 Sean Devlin Electrical Inspector sean.devlinCaD-town.southold.ny.us 1700AIvahsHouse cc Town Hall Annex " .. " Telephone(631.)765=1802 .. 54375:Main Road P. O::Box 1179 .:.. y' Southold, NY.1197,1-0959' D DEPARTMENT .. BUILDING DEPARTME � : .:.: TOWN OF SOUTHOLD �: u_}. .;: �JAN 8 2025 �:..,_• A CERTIFICATION :-- 1 r,,.�, a Date;.1/7/25. . _. .. Building Permit 48233 No.. . ::. Owner: Neil& Sandra:Rousso: ' " (Please print) : : .. . .. .. _. . .. . . . :. . .PlumberGior .i.os. Alm r.o. .u.dis (Mesta Plumbing &.Heatin9). :. =. . . .. . (Please.print) .. .. "I certify.that the solder used-in the water supply_system.contains.less'than 1 of 1%.lead. : ars Signature) .. . . . (Plum . ..Sworn-to-b e met i :-:day off. . 0 :. . . :. . . as Notary P blic; (� �L— County MARYLO ISE GAM62LL . . . a. . . NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#oiGA6221527.. COMM. EXP.05/03/2026. :..." . OP SOGIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �'ICil� Ge -1 f: '1 -Poe- claOwe f2"oAr�A , DATE �' 2�a' INSPECTOR SOGIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 / . INSPECTION [t4 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: -f'4U ri �� 0 o r DATE 1 ' ," INSPECTOR OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 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: &CO NvmWQ w � --rr bVUV 6<� t c �� �✓ DATE INSPECTOR SOUIyO L/��V f��� / 1 • l L�v� # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: DATE 5'' � ^d 3 INSPECTOR . OF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] 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: Vl/�f �� `� v►�l P.��l CS3 �Q�b'11I(l°� 4---v000,,— DATE INSPECTOR q SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. `�courm N�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] 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: akl� cv- ✓UT �Vl�vL tA 0& s � S s O SOU S 5zGrn�( C,"Ide4 ' aC CA-4I 4Pe 4111ns ex-4---a, w cores l t5 wi &&4A- DATE O- INSPECTOR SOUIyo� 7 * # TOWN OF SOUTHOLD BUILDING DEPT. cauff", 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] 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: (tv\,t nil[ �—F/Gd4byk - pldTa CWOA-� vi of vtoro& DATE INSPECTO # # TOWN -OF- SO.UTHOLD BUILDING DEPT. t cou 631-765-1802 INSPECTION [ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. Als [ ] FOUNDATION 2ND [ ] INSULATION/CAULKIN ° [ ] FRAMING /STRAPPING [ ] FINAL —4 ` d � [ ] FIREPLACE-& CHIMNEY ' [ ]. FIRE SAFETY INSPECTI ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRA ONE [ ] ELECTRICAL (ROUGH) >.CpELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTA��7/2b L --�. L/ RE RKS: nr r-uv1 W q T � � i e �v e f c 1 6` 6 ail 1/7 aAa r 671 - 7 _ � e 2 DATE 4 INSPECTOR of SOl/1,�Olo TOWN OF SOUTHOLD BUILDING DEPT.. cou 631-765-1802 y INSPECTION , [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING . [ `FINALL [ ] FIREPLACE &CHIMNEY [ ], FIRE SAFETY INSPECTION [ " ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [" ] ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] "PRE C/O [ ] RENTAL REMARKS: �Wl� v � �vw DATE .INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com July 29,2022 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: 1700 Alvah's Lane, Cutchogue,NY SCTM: 1000-102-4-7.2 Dear Mr.Verity: As requested, I reviewed the property to determine if a SWPPP is required under the NYSDEC GP-0-20-001 storm water regulations for the above referenced property. Based on my calculations and to the best of my knowledge, it appears the land disturbance will be less than an acre and a SWPPP will not be required. I notified the property owner and contractor that if more than an acre of land is disturbed, a SWPPP will be required to be filed with NYSDEC. Please call me if you have any questions or require additional information. Yours ZEOF Nj-lir 50�PSEPH ondon, P.E. 081912 A��FESSIOt��'�'� Energy Testing Services 2024 Combustion Safety Testing Form JAN 8 2025 Certified Home Address: 1700 Alvahs Lane City: Cutchogue Builder Name: Almas Construction, LLC. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 Of Location of this CAZ: Basement (Use additionalfornis if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2024-07-08 Outdoors Temp During Test: 85 0 F CAZDepressurkation (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 E] No Z Net Change: N/A Pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heaiing System Primary: Yes W1 No❑ Tvve: Furnace E]Boiler Z Heat Pumper Other❑ Efficiency 1 FUej TVP 2 Venting Type Draft Spillage Spillag coCO (Circle T e Pascal) (Worst Case) (Natural) (Worst Case) (NatEEL_ Rating:95.0 NRIP[]0[:]E[I N[]IvDME[S_o N/A Pa. Pass Z FaflEl PassRIFailEl N/A PPM N/A PPM Yes FZI Tvve: Standard Tank[21ndirectnTanldess IZI Size: NIA Style Common Vent El Water Heater I Primary: No F� Instantaneous Commercial Note 5 below) (Gallons) 4 Stand Alone IZI Efficiency Fuel Type flentinjz T17P 3 Draft Sin Spillage(Natural) co (Circle Type) (Pascal) (Worse Case) (Worse Case)I (Natural) a: 0.93 NZPE]0[:[E_o NEIME:ISZ N/A Pa. PassZFail[:] Pass2MIE] N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z No El Oven CO N/A _PPM Ambient CO(During Oven CO Testing) N/A PPM .1 Heating Systent Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas - P=Propane 0=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2024-07-10 1700 Alvahs Lane Cutcho ue NY IndexHERSO • D. 8,2024 59 HERS • 506189821 Annual Estimates: Rating Company: Electric(kWh): 10,026.8 Energy Testing Services Natural Gas(Therms): 1,345.2 Rating Provider: CO2(Tons) 11.8 Building Efficiency Resources Rating Provider Address: Approx.Energy Cost: $2,214 PO Box 1769 Brevard,NC 28712 Home Feature Summary: .,;ft� Momt—gy Single family detached,4 bedrooms,4,681 ftZ 150 Existing ® — Heating:95 AFUE Homes 130 Cooling: 16 SEER 170 Reference Ito Hot Water:0.93 Energy Factor ;! Home - 00 9 Air Leakage: 1, e0 2099 CFM50(2.49 ACH50) Y Ventilation: 6D 101 CFM•32.1 W•Exhaust Only' 'SD ThlsHome a0 Duct LTO:Untested Forced Air 30 Above Grade Walls:R-21 :o 10 Ceiling:Attic,R-38 Zero Energy Home 0 Window:U:0.3•SHGC:0.3 V-3OMIT Foundation Walls:N/A a . s• 9-1 A . J A N 8 2025 `_: p is �u L Home Energy Rating Certificate Rating Date: 2024-07-08 " JAN 8 2025 :_:` Final Report Registry ID: 506189821 Ekotrope ID: BdNjb93d — • - - ore is it .- $2• - • - • • cABulticl• - • - • - s - •- 9' - .•- • - 0 • 9.1 Your Home's Estimated Energy Use: This home meets or exceeds the Use[n_nstul. _ Annual Cost criteria of the following: Heating 126.9 $610 2020 New York ECCC Cooling 1.6 $91 2018 International Energy Conservation Code Hot Water 11.9 $13 Lights/Appliances 28.4 $1,380 Service Charges = $120 =- - - - - Generation(e.g.Solar) 0.0 $0 Total: 168.7 $2,214 Home Feature Summary: Rating Completed by: }fore EneW Home Type: Single family detached 50 Model: N/A Energy Rater: Michael Caruso Existing 140 Community: Single and Separate RESNET ID: 7960376 Homes 130 Conditioned Floor Area: 4,681 ft2 Rating Company Energy Testing Services 310 Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference 10o Primary Heating System: Boiler•Natural Gas•95 AFUE 631-244-2627 Home Primary Cooling System: Air Conditioner•Electric•16 SEER 90 Residential Water Heater•Natural Gas•0.93 Energy Rating Provider: Building Efficiency Resources 8O Primary Water Heating: Factor PO Box 1769 Brevard,NC 28712 u'=t•` 60— House Tightness: 2099 CFM50(2.49 ACH50) 800-399-9620Ut .�j ft ya so Ventilation: 101 CFM•32.1 Watts•Exhaust Only This Home I �. � ao Duct Leakage to Outside: Untested Forced Air 10 Above Grade Walls: R-21 10 Ceiling: Attic,R-38 Zero Energy o �VindowType: U-Value:0.3,SHGC:0.3 /•I� LG�L c CGQI� Home Foundation Walls N/A Michael Caruso,Certified Energy Rater ,•�°, U "•'En°`� Framed Floor: R-30 Digitally signed:7/10124 at 12:13 PM Ekotrope . . report .2-23435 ekotrope The Energy Rating Disclosure for this home is available from the Approved Rating Provider. does not • or guarantee- n t 1700 Alvahs Lane ; Cutchogue, NY 11935 i i Builder:Almas Construction Model:N/A Community:Single and Separate 4THIS HOMETO MEET THE NEWYORK2020 ENERGY CODE Building Features Ceiling Attic,R-38 Duct Supply R-8.0,Return R-8.0 - Above Grade Walls R-21 Duct Leakage to Outside Untested Forced Air — Foundation Walls N/A Total Duct Leakage 36 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Boiler-Natural Gas-95 AFUE Slab N/A Cooling Air Conditioner-Electric-16 SEER Infiltration 2099 CFM50(2.49 ACHSO) Water Heating Residential Water Heater-Natural Gas-0.93 Energy Factor Window U-Value:0.3,SHGC:0.3 As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted international Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistentwith the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. I Name: Michael Caruso Signature: Aftcficred Cr�Lct&a Organization: Energy Testing Services Digitally signed: 7/10/24 at 12:13 PM t i Ekotrope RATER-Version 4.2.2.3435 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. New York ECCC 2020 UA Compliance is Property Or Inspection Status { 1.700 Alvahs Lane 'Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso (: BAN 8 2025 F Community: Single and Separate 631-244-2627 ' Almas Construction 1700 Alvahs Builder r a °y" Lane Cutchogue NY 11935 Almas Construction 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 91.1 116.1 Above-Grade Walls 286.9 280.9 Windows,.Doors and Skylights 382.1 351.4 Slab Floor: 0.0 0.0 Framed Floors 158.8 110.7 Foundation Walls 0.0 0.0 Rim Joists 30.6 20.5 Overall UA(Design must be equal or lower): 949.6 879.E Requirements 402.1.5 Total UA alternative compliance passes by 7.4%. ® 402.3.2 Average SHGC:0.30 Max SHGC:0.40 ® R402.4.1.2 AirLeakage Testing _ A Post coit`sfi action tilowei do`oF test is Fequi�etl to verify the air leakage meets the .i : - - _- -- . - - ---- _._.- - requirement ® R402.5 Area-weighted averagefenestration SHGC ® R402.5 Area-weighted average fenestration-U-Factor ® R404.1 Lighting Equipment Efficiency R403.6.1 Mechanical Ventilation Efficacy ® Mandatory Checklist Mandatory code requirements thafare.not checked by Ekotrope must be met. R403.6 Mechanical Ventilation Rate ® R403.3.4 Duct Leakage R403.5.3 Hot water pipe insulation Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 7.4%. Name: Michael Caruso Signature: Aftcfwd"drs Organization: Energy Testing Services . Digitally signed` 8/15/22 at 1:36 PM Ekotrope RATER-Version 4.0.1..2969 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. Ekolrope disclaims all liability for the information shown on this report.. Energy Code Inspection Checklist Property Organization Inspection Status 1.700 Alvahs Lane Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Almas Construction 1700 Alvahs Builder Lane Cutchogue NY 11935 Almas Construction Initial House Design General Building Information Conditioned Area(sq ft) 4,681 Conditioned Volume(cubic ft) 50,657 Insulated Shell Area(sq ft) 13,522 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor Name:Cellar Ceiling(2,528 s:f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Name: IGC(850 s.f.) R-0 continuous insulation,R-30 cavity insulation Insulation Grade: I Foundation Wall None Present Above Grade Wall Name:AMB Walls(5,311 s.f.) R-0 continuous insulation, R-21 cavity insulation Insulation Grade: Name: IG Walls(260 s.f.) R-0 continuous.insulation, R-21 cavity insulation Insulation Grade: I j Name:Stairwell Walls(405's.f.) 1 R-0 continuous insulation, R-15 cavity insulation Insulation Grade: Energy Code Inspection Checklist. . Property Organization Inspection Status 1.700 Alvahs'Lane Energy Testing Services Results are projected Cutchogue, NY 11935 Michael Caruso Community.: Single and Separate 631-244-2627 Almas Construction 1700 Alvahs Builder Lane Cutchogue NY 11935 Almas Construction Initial House Design Rim Joist Name:AMB Rim(252 s.f.) R:30.00 Name: IG Rim(252 s.f.) R:30.00 Name:AM Band (133 s.f.) R:21.00 Name: IG Band(26 s.f.) R:21.00. Ceiling/ Roof Name: Flat Ceiling(2,220 s.f.) R-0 continuous insulation, R-38 cavity insulation Insulation Grade: 1 Name:Vaulted Ceiling(735 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: Name: Flat Roof(550 s.f.) R-0 continuous insulation, R-44 cavity insulation Insulation Grade:'I Opaque Door Name: Front Door(28 s.f.) R:5.00 Name:Stairwell Door(20 s.f.) R:5.00 Name: IG Door(20 s.f.) 2 R:5.00 Energy Code. Inspection Checklist Property Organization Inspection Status 1.700 Alvahs Lane Energy Testing Services Results.are projected Cutchogue, NY 11935 Michael Caruso Community.:Single and Separate 631-244-2627 Almas.Construction 1700AIvahs Builder Lane Cutchogue NY 11935 Almas Construction Initial House Design Glazing Name:f sw 61.8(61.8 s.f.), .U:0.300, SHGC:0.3, Orientation:SOUTH—WEST Name:f sw 31 (31 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST Name:f sw 46.5(46.5 s.f.), U:0.300, SHGC:0.31 Orientation:SOUTH—WEST Name:fsw 1.3.6(13.6 s.f.), U 0.300, SHGC:0.3, Orientation:SOUTH—WEST Name:f sw 13.5.(13.6 s.f.), . U:0.300,. SHGC:0.3, Orientation:SOUTH WEST EJ Name f sw 46.5(46.5 s.f), U:0.300, SHGC:0.3,: Orientation:SOUTH—WEST Name:f sw 14.6(14.6 s.f.), U:.0.300, SHGC:0:3, . Orientation:SOUTH WEST Name:f sw 40(40 s.f.), U:0.300, SHGC:0.3; Orientation:SOUTH—WEST E Name:f sw-14.6(14.6 s.f.), U:0:300, .SHGC:0:3,. Orientation:SOUTH. WEST Name:f w 9.6(9.6 s.f.), U:0.300, SHGC;0.3, Orientation:WEST Name:f w 24.6(24.6 s.f.), U:0.300, SHGC`.0.3, Orientation:WEST -Name:f.sw 55(55 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST . Name:f sw 27.5(27.5 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH—WEST Name:f sw27,5(27.5 sj.), U;0.300, SHGC:0.3,. Orientation:SOUTH—WEST 'Name:f w 62.2(62.2 s.f.); U:0.300,. SHGC:0.3, Orientation:WEST 3 Name:r se 141.4(141.4 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH-EAST Energy Code Inspection Checklist. Property Organization Inspection Status 1.700Alvahs'Lane Energy Testing Services Results.are projected Cutchogue, NY 11935 Michael Caruso Community: Single and Separate 631-244-2627 Almas Construction 1700 Alvahs Builder . Lane Cutchogue NY 11935 Almas Construction Initial House Design Name: r ne 1.5.5(15.5 s.f.), U:0.300, SHGC:0.3, Orientation:NORTH-EAST Name: r ne 15.5(15.5 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH—EAST Name: r ne.28.2(28.2 s.f.); U: 0.300, SHGC:0.3, Orientation:NORTH—EAST Name: r ne 22.(22 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH—EAST Name: r ne 36.15(36.75 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH—EAST Name: r ne 96(96 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH—EAST Name: r ne 96(96 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH—EAST Name: r ne 22(22 s.f.), U:.0.300, SHGC: 0.3, Orientation: NORTH—EAST El Name: r ne 64(64 s.f.), U: 0.300, . SHGC: 0.3, Orientation: NORTH—EAST Name: r ne 31 (31 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH—EAST Name: r ne 12.1 (12.1 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH-EAST Name: r ne 31 (31 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH—EAST Name: I nw.13(13 s.f.), U:0.300, SHGC:.0.3, Orientation: NORTH—WEST Name: I nw 13(13 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH—WEST Skylight. None Present Mechanical Ventilation 4 Energy Code Inspection Checklist Property Organization Inspection Status 1.700 Alvahs.Lane Energy Testing Services Results.are projected Cutchogue, NY 11935 Michael Caruso Community.:Single and Separate 631-244-2627 Almas Construction 1700 Alvahs Builder Lane Cutchogue NY 11935 Almas Construction Initial House Design Mechanical ventilation system rated for,and capable of, providing continuous ventilation. System shall include automatic timing controls. System type:ERV, 20 hrs/day, 110 Watts Mechanical Equipment Sys 1-HEAT•Propane•50% Heating Load @ 95 AFUE Sys 2-HEAT•Propane•35%,Heating Load.@ 95 AFUE Sys 1-COOL•Electric-50%Cooling Load.@ 16 SEER Sys 2-COOL•Electric•35%Cooling Load @ 16 SEER Sys 3-Heat Pump• Electric• 15%.Heating Load @.10.3 HSPF, 15%Cooling Load @ 20.2 SEER HWH•Propane•50% Hot Water Load @ 0.92 Energy Factor E HWH •Propane•50%Hot Water Load @ 0.92 Energy Factor Air Leakage Control Test Status:To be blower-door tested House is air-sealed as to achieve.2,533_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. . 5 Energy Code Inspection Checklist Property Organization Inspection Status 1700 Alvahs Lane Energy Testing Services Results are,projected Cutchogue, NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Almas Construction 1700 Alvahs Builder Lane Cutchogue NY 11935 Almas Construction Initial House Design Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as: Untested Forced Air Total Leakage specified as:4 CFM25/100 ft'(Post-Construction) Duct System 2 NOT entirely within conditioned space,testing required Leakage to Outside specified as: Untested Forced Air Total Leakage specified as:4 CFM25/.100 ft'(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 CPA. 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 MC0196 6 J Building Summary ' ? li V L I Property. Organisation Inspection status 1700 Alvahs Lane. Energy Testing Services_ Results are projected Cutchogue,NY 11935 Michael Caruso. Community.Single and Separate 631-244-2627 J A N 8 2025 Almas Construction.1 70D Alvahs Lane Cutchogue Builder . NY 11935 Almas Construction Initial House.Design General Building Information Number Of Bedrooms Number Of Floors _ 2 Are Conditioned Flool- a[sg_ft] Has Electric Vehicle Ready Space No _Unconditioned,attached,garage7_ Yes Conditioned Volume[cu_ft.] 50,657 — Total Units iin Building_.__---• ResidenceType __ Single_family.detached Number of Floors in Building_ _ FloorNumber Model__ Community _ _ _ Single and-Separate__ — RESNET%IECC Foundation Wall None Present Foundation Wall Library Lis None Present Slab None Present Slab 0iff LYr- tyl List None Present Framed Floor Name Library type Carpet R Floor Grade Surface Area Location Cellar Ceiling R30(16'AJS)(1)(Exposed) 1 Above Grade 2,528.O.H' Uninsulated Unconditioned Basement IGC R30(16'7JI)(12")(IGC) 1 Above Grade 850.0 ft' Unconditioned,attached garage 1 Building. Summary Property. Organization Inspection Status 1700 Ahrahs Lane, Energy.Testing Services Results are projected Cutchogue,NY 11935 Michael.Caruso Community:Single and Separate 631-244-2627 Almas Construction.1700 Alvahs Lane Cutchogue Builder NY 11935 Almas Construction . IniTral House.Design Erarned Floor Library List Name Effective R-value R30(16"AJS)(1)(Exposed) 30.501, R30(16"TJI)(12J(IGC) 30.563 Rim Joist Name Librmry type Surface Area Location AMB Band R21, 133.0 R2' . Exposed Exterior AMB Rim R30 252.0 R2 Exposed Exterior IG Band - R21 26.0112 Unconditioned.attached,garage IG Rim R30 252.0 ft' Exposed,Exterior . Rim Joist library List Name Effective Insulation R-value R21 21.00 R30 30.00 Wall Name Library type Surface Color Surface Area Location AMB Walls 21i1615.5)1(.5), Medium 5,311.O 12 Exposed Exterior IG.Wails 21(1015.5).1(.5)Garage Medium 260.0 fv Unconditioned,attached garage Stairwell Wails R16(16/3.5)1(.5)(Stairwell) Medium 405.0 ft=Uninsulated Unconditioned Basement 2 Building Summary Property Organization Inspection Status 1700 Alvahs Lane Energy Testing Services Results are projected Cutchogue,NY 11935 Michael.Caruso. Community:Single and Separate 631-244-2627 . Almas Construction 1700Aivahs Lane Cutchogue Builder . NY 11935 Almas Construction ' Initial House,Design UVall Library List Name Effective R-value 21(1615.5)1(.5) 17.695, 21(1615.5)1(.5)Garage 17:367' R15(16/3.5)1(5)(Stainvell)• 11.972' Glazing Name Library Type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment I sw 13.6 (0.3010.30) AMB Walls Yes; 10 1 6 Southwest 13.6 ftz f sw 13.6 (0.3010.30) AMB Walls Yes' 10' 1 6 Southwest 13.6 ft' f sw 14.6. (0.3610i30). AMB Walls Yes 10; 1 6 Southwest 14.6 ft' f sw'140 (0.3010.30), AMB Walls Yes 10 1 6 Southwest 14.6 ftz f sw 27.5 (0.30/0.30) AMB Walls Yes 1 . 1 6- Southwest 27.5 ft2 f sw 27.5 (0.3010 30) AMB Walls Yes 1 1 6 Southwest .27.511; f sw 31 (0.3010.30) AMB Walls' Yes' 1.5 1 6 Southwest 31.0 ft' fsw"40 (0.3010M) AMB Walls, Yes 10 1 8 Southwest 40.0ft' f sw 46:5' (0.3010.30), AMB Walls' Yes 7.5 1 6 Southwest 46.5 ft- f sw 46.5 (0.3010.30) AMB Walls Yes 7.5 1 6 Southwest 46.5 112 f sw 55 (0.30/0.30) AMB Walls Yes 0 0 0 Southwest 55.0 fl' f sw 61.8 (0.3010.30) AMB Walls Yes 1.5 0.5 8:4 Southwest 61,8 fl, f w 24.6 (0.3010.30) AMB Walls Yes 8 1 7 West 24.6111 fw62.2 (0.3010.30), AMB Walls Yes 1 1 6. West 62.211= f w 9.6 (0.3010.30) AMB Walls Yes 8 1 5 West 9.6 ft' I nw 13 (0.3010.3% AMB Walls Yes 0 0 0 Northwest 13.0 ft' I nw 13 (0.3010.30) AMB Walls Yes' 1, 2 6 Northwest .13.0 ftl me 12.1 (0.3010.30) AMB Walls Yes, 1.5 1 4 Northeast 12.1 ft' .3 Building Summary Property Organization Inspection Status 1700 Alvahs Lane Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community_Single and Separate 631-244-2627 Almas Construction.1700Alvahs Lane Cutchogue Builder NY 11935. Almas Construction Initial Housebesign Name Library Type Wall. Foundation Is.Operable Overhang Overhang Ft To Overhang Ft Orientation Surface Area Assignment Wail Depth Top Bottom Assignment r ne 15.5 (0.3010.30) AMB Walls' Yes 1.5 1 6 Northeast 15.5 ft' r ne 15.5 (0.3010.30) AMB Walls. Yes 1.5 1 6 Northeast 15.5 ft' r ne 22 (0.3010.30) AMB Wails Yes 1.5. 1 8 Northeast 220 ft' r ne 22 (0.3010.30) AMB Walls Yes. 4 1 8 Northeast 220 ft' r ne 28.2 (0.3010.30) AMB Walls Yes 1.5 1 7 Northeast 28.2 ft' r ne 31 (0.3010.30) AMB Walls Yes 1.5 1 .5.5 Northeast 31.0 M r ne 31 (0.30/0.30) AMB Walls Yes 1.5 1 5.5 Northeast 31.0 ft' r ne 36.75 (0.301noy AMB Walls Yes- 12.75 1 5 Northeast 36.81 ft' r he 64 (0.3010.30) AMB Walls Yes 7.5 1 8 Northeast 64.0 ft' r ne 96 (0.3010.30) AMB Walls Yes 12.75 1 9 Northeast 96.0 ft, r ne 96 (0.3010.30) AMB Walls Yes 12.75 1 9 Northeast 96.0 ft' r se 141.4 (0.3010.30) AMB Walls Yes or 0 0. Southeast .141.4 it' 73 lazing Library List .Name Shgc U factor (Q30/0.30) 0.3 0.300 Skylight None Present Skylight Library List None Present. 4 Building: Summary Property organization Inspection.Status 1700 Alvahs Lane Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community.Single and Separate 631-244-2627 Almas Construction 1700 Alvahs Lane Cutchog_ue Builder NY 11935 Almas Construction Initial Hduse.Design Opaque Door Name 'Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment' Absorptance Front Door Fiberglass Door AMB Walls 0.9 0.75 Medium 28.0 W Exposed Exterior IG Door Steel Door IG Walls 0.9 0.75, Medium 20.0 RI Unconditioned, attached garage Stairwell Door Fiberglass Door Stairwell Walls 0.9 0.75 Medium 20.0 W Uninsulated Unconditioned Basement Opaque Door Library List Name Effective R-value Fiberglass Door 5.00 Steel Door .5.00 Roof Insulation Name Library Type Attic Exterior Area Im" Clay.or Concrete Roof Surface Color Surface Area Location Tiles Flat Ceiling A38(16/9.5)(1)FB Z575 No Medium 2,220.0 HI Attic Flat Roof. FR44(1619-5)(1)FB 550 No Medium. 550.0 ft2 Vaulted Roof Vaulted Ceiling V30(1619.5)(1)' 735 No Medium 735.0 1`12 Vaulted Roof Roof Insulation Library List Name Has Radiant Barrier Effective R-value A38(1619.5)(1)FB No 30.701 FR44(1619.5)(1)FB No, 35:045 V30(16/9.5)(1) No 26.207 5 Building Summary Property Organization. Inspection.Status 1700 Alvahs Lane. Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community.Single and Separate 631=244-2627 Almas Construction 1700Alvahs Lane Cutchogue builder . NY 11935 Almas Construction Initial House.Destgn Whole House infil MIT ion Infiltration Measurement Type Shelter Class 3ACH.at 50 Pa To be blower-do ortestedi 4 Mechanical Ventilation Ventilation type Ventilation Rate]ft' .Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer /Minute] per day three hours Percent ERV 150 CFM 20 110 Watts Yes 70 Lighting %Interior Fluorescent %interior LED Lighting., %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100. 0 100 0 100 Onsite Generation None.Present Onsite Generation li IYA List None Present Solar Generation None Present Dehumidifier None Present' 6 Building Summary Property Organization. Inspection.Status 1700 Ahrahs Lane, Energy Testing Services Results are.projected Cutchogue,NY 11935 Mlchael.Caruso Community:Single and Separate 631-244-2627 Almas Construction 1700 Aivahs Lane Cutchogue Builder NY 11935. Almas Construction Initial House Design Dehumidifier Library List None Present Whole House Fan None Present Whole House Fan Library List None Present Conditioning Equipment Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load HWH .92 EF Instant(LP) 0% 0% 500.E Unconditioned Basement/.Crawispace HWH .92 EF Instant(LP); 0% 0.% 50%: Unconditioned Basement I Crawispace Sys 1-COOL 16 SEER 48K 9180206 0% 50% 0% Unconditioned Basement/Crawispace Sys 1—HEAT 95%AFUE Hydro-Coil,, 50% 0% 0% Unconditioned 60k Propane; Basement I Crawispace Sys 2-COOL . 16 SEER 18k 9177999 0% 35% 0% Attic Sys 2-HEAT 951%AFUE Hydro-Coil, 35% 0% 0% Attic 60k Propane Sys 3-Heat Pump 20.2 SEER 10.3 HSPF' 15% 15°% 0% Conditioned Space 1.5 Tan Equipment Type: .92 EF Instant(ALP) Equipment Type _ Restdentiel Water Heater -_r A T___.._ Fuel Type Propane Distntiution TypeHydronic Delivery(Radiant}4 -Hot Water Efficiency _ 0.92 Energy FactoF __� Yes 7 Building Summary .Property Organization Inspection Status 1700 Alvahs Lane F_nergy Testing Services Results are projected Cutchogue.NY 11935 Michael.Caruso Community_Single and Separate 631-244-2627 - Almas Construction 1700 Alvahs Lane Culchogue Builder NY 11935 Almas Construction Initial House.Design Equipment Type: 16 SEER 18k 9177999 _AirConditioner� Fuel Type_ Electric _Distribution Type _ M Forced Air Motor Type ECM.(Variabl_e Speed) ------ _..�_�. _----- � —_ _Cooling Efficiency _ 16—.SE_ER Cooling Capacity[kBtu/h] 18 -T _ =Equipment Type: 16 SEER 4'8iC 9180206 EquipmentType _ _ Air Conditioner Fuel-Type Motor Type _ PSC(Single Speed) Cooling Efficiency Cooling Capacity[kBtu1hl 46.5 Equipment 'Type20.2 SEER 10.3 HSPF 1.5 Ton EquipmentType^ - �____N _-Air Source MeafPump Fuel Type -Distr16ukion Type__ — _— _-,�Fo'rced Air-__ T Motor Type ECM(Variable Speed) Heating Capacity[kBtu/h] _ _ _18 SwitchoverTemperature __ 0 Backup Heating Efficiency_T —_ _1 Adjusted Efficiency, Use default Supplemental Heat Yes -_Cooling_Efficiency �_T J_—�-`-'-20.2SEER , Cooling•Capacity[kBtu/h] -- 14.4. Equipment Type: 95%A UE Hytlro-Coil, 60k Propane Equipment Type — _-- _ Boiler Fuel Type Propane _ 0 SOL64tion Type Motor Type PSG(Single Speed) Heating Efficiency----- ----— ------9_5 A_F_U_E__ Heating Capacity[kBtulhl 60 llse default EAE__._ `r Yes _ — — _�__------- EAE[kWh] 170 8 .Building. Summary -Property Organization. Inspection Status 1700 Alvahs Lane. Energy Testing Services Results are projected Cutchogue,NY 11935 Michael.Canrso Community:Single and Separate 631-244-2627 Almas Construction 1700 Alvahs Lane Cutchogue Builder NY.11935 Almas Construction Initial House.Design Distribution System _Distribution Type T _-_ _ForeedAir_ Heating Equipment _ Sys 1-HEAT' Cooling Equipment_-" -_— Sys 1-_COOL Sq.Feet Served _ _. 638 -Supply DuctR Value .Supply DuctArea[ft�]- Tv 172.26: Leakage to Outdoors Untested Forced_Air Estimated Lt0 Total Leakage' 25.52..CFM25 _-- __- _--__ _—.______ Total L'e_aka a Duct Test Conditions --- Post=Construction Use Default Flow Rate- _ _ _ Yes Duct Location _ -t3a7sem_ent(insulated basement ceiling) Percent Return Area _Duct Location _Conditioned Space PercentSupplyArea _- _'___.__. Percent Retum Area _ _ -0 Duct 3v._.�..----- - -- ---_` _ --- -Duct Location Conditioned Space Percent SupplyArea __ 0 --] Percent Return -_-.-__-- _-- -_-�-O_ Duct Location Conditioned Space -__.-__.--_- _._._ -- _ _._ Percent SupplyArea_ 0 _Percent Retum Area _ 0 Duct 5 Duct Location _ Conditioned Space PercentSupplyArea^ _---____�____�-�----_--�--- ._--_---_^_V__.�__� . PercentJRetumArea -0 Duct6 -Duct Location Conditioned-Space Percent Supply Area 0 ] Percent Retum Area 0 9 Building Summary Property Organization Inspection Status 17.00 Alvahs Lane. Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso Community:Single and Separate 631-244-2627 Almas Construction 1700 Malls Lane Cutchogue Builder NY 41935 Almas Construction ' Initial House Design Distribution System -Nifrbution-Type Heating Equipment _ _ Sys 2-HEAT Cooling-EquipmentT_ 2-COOL 1 --q- ---- Sq.FeetServed 1,230 _#Return Grilles Z----__-----.-___ - -----`-� Supply DucYR Value ------ - $ - Retum Duct R V_alue �- Supply Duct Area{ft?j. _ 332.1- _Retum_bui-qat e-[f�]_� ~_ , _ 123 _Le _ _ akage to Outdoors Untested Forced Air 49.20 CFM25 ----` -—-- -1 Total Leakage 49-2 CFM25 'Totall eakage DudT6k Conditions _ Post-Cn_o_ s_tr_ucfio_n_ Use Default Flow Rate - -^ - Yes •Dud -----•--- Duct Location -Attic(well vented) PercentSupplyArea Percent ReturnArea - - - ----- 100 ----- ---- -_ _-- 66cf2 Dud Location _ Conditioned Space Percent Return Area -0 Dud Location _ _Conditioned'Space _Percent Supply Area.__._--------•---- y_ 0 _ ____^-_ J-- --- Percent Return Area 0 _ Duct Location Conditioned'Space --_-__ ---_�-__ _--• PercentSupplyArea Percent Return Area 0 _ -_-- --_ _DuctDuct Location - ConditioneddSpace - _------_----_ Pereerit-SupplyA�ea; — Percent Return Area 0 -bu-cd Location Conditioned Space - - - PercentSupplyArea - _ _- - ------�- ------ -__-__---_._---------_-1 Percent Return Area 0 Distribution System _Dis r1birtion Type _ _ -_ Forced Air Ductless Heating Equipment Sys 3-Heat Pump . Coolin�-E-ui m_ - -._______ _ _ __ -_-_._- - -- _-9-Q-p._enf:� _.-- .... _ Sys 3_Heat Pump Is.All Equipment 16 Conditioned Space Yes- Leakage Default_ - Dud System Efficiency 1 HUAC Grading 10 Building Summary Property Organization Inspection Status 1700Alvahs Lane .Energy Testing Services Results are projected Cutchogue,NY 11935 Michael Caruso. Community:Single and Separate 631-244-2627. Almas Constroction.1700 Ahrahs Lane Cutchogue Builder NY 41935 Almas Construction InMl House.Design Ceiling Fan _HasG_eling_ Cfm Per Watt 70.42253521 Water Distribution Water Fixture Type--_-__-• __.------.__.._....:______Standard,___�.___._-_._-__.._.-,.__.__.�_�____-� Use Default Hot Water Pipe Lenji i Yes Hot Water Recirculation System? _ No Recirculation System Drain Water Heat Recovery? No Clothes Dryer Gef 3.01---------------- ------_.____,._._—_---- ---------- Fuel Type Propane. Field Otilizatiori`-" --�--Times Controls--•—`—""`�"'---`-__.� Is Outside Conditioned Space No Clothes WryerAvailable Defaults Type HERS Reference Clothes Washer Label E_nergy_Rati_ng,__, —__— 400 kWh/Year`_�_ —_--"—� Annual Gas Cost $27:00 — Electric Rate -- $0.12/kWh— __--- _ T_. Gas Rate __ $1.09/Therin _ _Capacity--_ _, 3 _ _,J Imef --1- ef — Defaults Type ^—` HERS Reference Load Type _ Front-load Loads Per Week� «—. 6� __. _ Is Outside Conditioned Space No Clothes Washer Available Dishwasher Dishwasher Size Standard $9.00__:_ Electric Rate $0.12lkWh _is OuGas Rate _ _ tside Conditioned Space 11 Building. , Summary Property organization Inspection Status 1700 Alvahs Lane Energy Testing Services Results are,projected Cutchogue,NY 11935 MichaelCaruso. Community.Single and Separate 631-244-2627 Almas Construction.1700 Aivahs Lane Cutchogue Builder NY.11935 Almas Construction Initial House Design Appliances anci Controls Range/Oven Fuel Propane Convection Oven? ^�J __ _No _Induction Ran_gel No_ RangeOven Outside Refrigerator Consumption_ 691'kWh/Year __ Refr geratoF—CF6tsiCe Condfioned Notes MC0196 12 Load Short Form Job: MC0196 Date: Aug 11,2022 E �tc�lmr. Entire House By: Michael A.Caruso �® Energy Testing Services 1648 Locust Ave Suite E,Bohemia;NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Simplified Ins ide db(7) 68 75 Construction quality Average Design TD (°F) 50 7 Fireplaces 1 (Average) Daily.range - L r, r 1 Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 is r—i j !` JANF HEATING EQUIPMENT COOLING EQUIPMENT 2025 -;. Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0.' Btuh Actual air flow 0 cfm Actual air flow 0 .cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Sys 1-1st Floor 2520 41475 38095 1550 1550 Sys 2-2nd Floor 1193 17200 14870 600 600 Sys 3-Rec. Rm 806 10845 7904 400 400 Entire House 4519 69520 60526 2550 2550 Other equip loads 0 0, Equip. @ 0.87 RSM 52778 Latent cooling 8605 TOTALS I 4519 I 69520 I 61383 t 2550 I 2550 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - d-wriglhltisoft" 2022-Aug-15 13:22:24 Right-Suite@ Universal 2022 22.0.04 RSU30008 Page 1 +'�+r• ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW . Load Short.Form dab: MC0196 Date: Aug 11,2022 isr �r clnr. Sys 1- 1$t Floor By: Michael A.Caruso Energy Testing.Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Simplified Inside db(°F) 68 75 Construction quality Average Design TD (°F) 50 7 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade CARRIER Model AFUE 95 Cond 24ACC64BA00300 AHRI ref Coil FX4DNF061L AHRI ref 9180206 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 48913 Btuh Sensible cooling 32550 Btuh Heating output 45000 Btuh Latent cooling 13950 Btuh Temperature rise 26 .°F Total cooling . 46500 Btuh Actual.airflow 1550 cfm Actual air flow 1550 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm). Family Rm 224 7302 6420 273 261 Bath 1 72 1461 668 55 27 Hall '69 1581 1739 59 71 Living Rm 349 5779 5916 216 241 Dining Rm 334 5471 5068 204 206 Kitchen 293 4134 7165 155 292 Pantry 55 0 0 0 0. M.Bath .172 2723 1513 102 62 Stairs 65 955 201 36 8 M. Bed Rm 296 4273 3591 160 146 M.WIC 169 2120 906 79 37 Hall 170 3057 2930 114 119 Pwdr. Rm .41 82. 44 3 2 Laundry Rm 70 142 385 5 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigMtsof " 2022-Aug-15 13:22:24 ,r,.,.Ma.�..,.,r. Right-$uite®Universal 202222.0.04RSU30008 Paget �+� ...n,LLC.1700 Alvahs Lane Cutchogue NY.11935.rup Calc=MJ8 Front Door faces:SW Mud Rm 94 2357 1530 88 62 Stairs 2 48 36 19 1 1 Sys 1-1st Floor 2520 41475 38095 1550 1550 Other equip loads 0 0 Equip. @ 0.87 RSM 33219 - Latent cooling 5938 TOTALS 2520 I 41475 39157 I 1550 I 1550 Calculations approved by ACCA to meet all requirements.of Manual J 8th Ed. wrightsoW 2022-Aug-15 13:22:24 f' '� ,.,.•,. ..«,.r-,.' Right-Suite®Universal 2022 22.0.04 RSU30008 Page 3 /fi+ ..:n;LLC.1700 Alvahs Lane Cutchogue NY'11935.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: MC0196 Date: Aug 11,2022 E Ing Sys 2-2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 ---Design Information_____ _ Htg- Clg Infiltration Outside db(°F) 19 82 Method Simplified Ins ide db(°F) 68 75 Construction quality Average Design TD (°F) 50 7. Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference.(gr/lb) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Carrier Trade Trade CARRIER Model AFUE 95 Cond 24ACC618A00300 AHRI ref Coil FX4DNF019L AHRI ref 9177999 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 21739 Btuh Sensible cooling 12600 Btuh Heating output 20000 Btuh Latent cooling 5400 Btuh Temperature rise 30 'F Total cooling 18000 Btuh Actual.airflow 600 cfm Actual air flow 600 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm). (cfm) Bath 2 119 2260 1651 79 67 Bed Rm 4 206 2250 3190 78 129 Bed Rm 2 247 3088 2893 108 117 WIC 2 59 576 147 20 6 Bath 3 72 807 507 31 20 Bed Rm 3 194 1710 2643 60 107 WIC 3 49 1112 .209 39 8 Upper Hallway 218. 3800 . 3258 133 131 Stairs 4 30 1506 371 53 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti -Ofl-wl►rightsoft" 2022-Aug-15 13:22:24 !� .�,...�. .... .�. Right-Suite@ Universal 2022 22.0.04 RSU30008 Page ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJB. Front Door faces:SW Sys 2-2nd Floor 1.193 17200 14870 600 600 Other equip loads 0 -0 Equip. @ 0.87 RSM 12966 Latent cooling 1634 TOTALS I' 1193 I 17200 I 14600 1. 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.' may.71V1'l9117t501r 2022-Aug-15 13:22:24 �=rv�,a...�.i t Right-Su ite®Universal 2022 22.0.04 RSU30008 Page 5 /iv'wn ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 'Front Door faces:SW Load Short Form Job: MC6196 Date: Aug 11,2022 r Ing Sys 3- Rec. Rm By: Michael A.Caruso aC Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane,Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Simplified Inside db('F) 68 75 Construction quality Average Design TD (°F) 50 7 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 40 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model SEER 20.2,HSPF 10.3 Cond SEER 20.2, HSPF 10.3 AHRI ref Coil AHRI ref Efficiency 10.3 HSPF Efficiency 14.7 EER,20.2 SEER Heating input Sensible cooling 8400 Btuh Heating output 11940 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 27 °F Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in.H2O Space thermostat Load sensible heat ratio 0.88 Calpacity balance point=15'F ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Rec Rm 806 10845 7904 400 400 Sys 3-Rec. Rm 806 10845 7904 400 400 Other equip loads 0 0 Equip.@ 0.87 RSM 6892 Latent cooling 1033 TOTALS I 806 10845 i 7925 I 400 I .400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t �{�wrightscW 2022-Aug-1513:22:24 ....•,+. ..,,. F'—. Right-Suite®Universal202222.0.04RSU30008 Page ACM ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8. Front Door faces:SW Loads for Multiple Orientations Job: Mcolss Date: Aug 11,2022 E fir Entire House By: Michael A.Caruso 511 Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytest'ingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Design Conditions Location: Indoor:_ Heating Cooling Montauk AP, NY, US Indoor temperature ff) 68 75 Elevation: 7 lit Design TD ff) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating . Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(°F) 19 82. Infiltration: Dailyrange (7) - 12 ( L Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast, East Southeast South Southwest' West Northwest Sensible Load (13tuh) 43493 .53055 56504 50739 43000 52778 56279 50821 Latent Load.(Btuh.) 8605 8605 8605 8605 8605 ,8605, 8605 . 8605 Total Load (13tuh) 52097 61660 651.08 59343 51605 `61383 64884 59425 Heating AVF (cfm) 2550 2550 2550 2550 2550 2550, 2550 2550 Cooling AVF (cfm) 2550 2550 2550 2550 2550 2550 2550 2550 Building Orientation Cooling Load 0 N NE E g S 9N W MN arectim Fiat l�xrfaces . Current Orientation: Front Door faces Southwest Highest Cooling Load: Front Door faces'East Calculations approved by,ACCA to meet all requirements of Manual J 8th Ed. wrightsoW 2022-Aug-15 13:22:24 Arm ..r..,. ....�...�, Rig ht-Suite®.Universal202222.0.04 RSU30008 Page 1. n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc'=MJB Front Door faces:SW . Loads for Multiple. Orientations Job:. MC0196 Date: Aug 11,2022 Er ,�tdscmg Sys 27 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project Information For: Almas.Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7. ft Design TD (°F) 50 7 Latitude: 41°N Relative.humidity(%) 50 50 Outdoor: Heating .Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range(°F) - 12 ( L Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest. West Northwest Sensible Load (13tuh) 10737 12408 13691 12881 10976 12966Z 13924 12769 Latent Load(Btuh) 1634 1634 1634 1634 1634 1634. 1634 1634 Total Load (13tuh) 12371 14042 15324 14515 12610 14600 15558 14403 Heating AVF(cfm) 600 .- 600 600 600 600 600 600 600 Cooling AVF (cfm) 600 600 600 600 600 600 600 600 Building Orientation Cooling Load 1 1 0 N NE E � S SUV W MN [fraction FromDoorfaoes Current Orientation: Front Door faces Southwest Highest Cooling Load: . Front Door faces West Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. • Wrightsof- 2022-Aug-15 13:22:24 Arm .r=.v...�-...,t� Right-Suite®Universal 202222.0.04 RSU30008 Paget n,LLC.1700 Alvahs Lane'Cutchogue NY 11935.nip Calc=MJB. Front Door faces:SW Loads for Multiple Orientations Job: MC0196 Date: Aug 11,2022 E Ing Sys 1- 1st Floor By: Michael A.Caruso Energy Testing Services 164E Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane,Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY; US Indoor temperature(TF) 68 75 Elevation: 7 it Design TD(T) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 31.0 Dry bulb(T) 19 82 Infiltration: Dailyrange (TF) - 12 ( L Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Front Door 'North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 27540 35170 37613 32645 26494 33219 36774 33041 Latent Load(Btuh) 5938 '5938 5938 5938 5938 5938 5938 5938 Total Load (Btuh) 33478 41108 43551 38583 .32432 391.57 42712 38979 Heating AVF (cfm) 1550 1550 1550 1550 1550 1550 1550 1550 Cooling AVF (cfm) 1550 1550 1550 1550 1550 1550 1550 1550 Building Orientation Cooling Load 20000-- lom- 0 N NE E g S 8Jv W NW ❑recticn Rat Duorfaccs Current Orientation: Front Door faces Southwest Highest Cooling Load: Front Door faces East Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft'° . 2022-Aug-15 13:22:24 Right-Suite®Universal 202222.0.04RSU30008 Page ...n,LLC.1700 Alvahs Lane Cutchdgue NY 11935A.0 Calc=MJ8 Front Door faces:SW Loads for Multiple ,Orientations Job: MC0196 Date:_ Aug 11,2022 E �Test'nr. Sys 3- Rec. Rm By: Michael A.Caruso Energy Testing.Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY,,US Indoor temperature(°F) 68 . 75 Elevation: 7 ft Design.TD-(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration:- Dailyrange(7) - 12 ( L Wet bulb('F) 72 Wind speed(mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh) 5944 6453 6135 5401 6649 "6892 5869 5010 Latent Load (Btuh) 1033 10.33 1033 1033 1033 1033 1033, 1033 Total Load(13tuh) 6977 7486 7168 6434 7683 '7925 6902 6044 Heating AVF(cfm) 400 400 -400 400 400 400 400 400 Cooling AVF(cfm) 400 . 400 1 400 400 400 400 400 400 Building Orientation Cooling Load 0 N NE E g S SW W NW CGecticn Fat Dacrfaxs Current Orientation: Front Door faces Southwest- Highest Cooling Load: Front Door faces Southwest Calculations approved by ACCA to meet all requirements of Manual J 8th Ed- -+wrightsraft;° 2022-Aug-15 13:22:24 Right-Suite@.Universal 2022 22.0.04 RSU30008 Page �+� ...n;LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=-MJB Front Door faces:SW Buildin Anal sis Job: MC0196 g y Date: Aug 11,2022 Entire House By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700.Alvahs Lane., Cutchogue, NY 11935 Desi• n Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature(°F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41°N -Relative humidity(%) 50 50 Outdoor: Heating Cooling. Moisture difference(gr/lb) 39.8 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange(°F) - 12 ( L ) Method. Simplified Wet bulb(°F) - 72 Construction quality Average Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average)' Component Btuh/ft2. Btuh %of load Walls .3.0 12491 18.0 MIS\ Glazing 14.9 16715 24.0 acts Doors 19.3 912 1.3 Ceilings 1.4 4607 6.6 Floors 0.0 51 0.1 Infiltration 3.1 .15770 22.7 Ducts 18965 2T3 Piping 0 0 a�r� Humidification 0 0 Ventilation .0 0 Adjustments 0 ' 11rti ltrati°' Total 69520. 100.0 '!I ings Component Btuh/ft2 Btuh %of load Walls 0.7 2877 4.8 vols Glazing 23.4 26369 43.6 lrbffrdCbrs Doors 8.8 '417 0.7 Ceilings 1.1. 3588 - 5.9 Floors 0.0 7 0.0 Infiltration 0.2 1097, 1.8 day Ducts 13741 22.7 Ventilation 0 0 Internal gains 12430 20.5 Dils Blower 0 0 Adjustments 0 Total 60526 100.0 phi �lirys Latent Cooling Load 8605 Btuh Overall 0-value=0.058 Btuh/ftZ°F Data entries checked. .� -F�-Wrightraft 2022-Aug-1513:22:25 Suite®Universal 202222.0.04.RSU30008 Pagel AbUk ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Buildin Anal sis Job: MC0196 g Y 'Date: Aug 11,2022 Sys. 1- 1st FIOor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627. Email:mcaruso@energytestingservices.com Web:www.enbrgytestingserv.ices.com License:7960376 Proiect Information For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor,temperature('F) 68 75 Elevation: 7 ft Design TD(°F) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture.difference(gr/lb) 39:8 37.0 Dry bulb(°F) 19 82 Infiltration: . Dailyrange(°F) - 12 (L . ) Method Simplified Wetbulb(°F) - 72 Construction quality Average. Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) • Component Btuh/ftZ Btuh %of load Walls 2.8 578.7 14.0 MIS Glazing 14.9 11477 27.7 -Doors 19.3 912 2.2 Ducts Ceilings 1.5 2034 4.9 Floors 0 0 0 Infiltration 3.1 8145 19.6 Ducts 13120 31.6 aaar� Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Irfilt4cn Total 41475 100.01 irgs .Component Btuh/ft2 Btuh' %.ofload Walls 0.7 1333 3.5 W it Glazing 22.5 17410 45.7 Irkrrd(3irs Doors 8.8 417 1:1 Ceilings 0.9- 1191 3.1 Floors 0 0 0 Infiltration 0.2 566 1.5 Ga1 Ducts 9452 24.8 Ventilation 0 0 Internal gains 7.725 20.3 � Blower 0 0 Adjustments 0 Total 38095 100.0 ?1irgs Latent Cooling Load 5938 Btuh Overall U-value=0.061 Btuh/ft2°F WARNING:window to floor area ratio=30.7%-more than 25%. _74r wrrightsoft` 2022-Aug-1513:22:25 Right-Suite®universal 202222.0.04.RSU30008 Page ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Building Analysis . Job: MC0196 . Date: Aug 11,2022 Sys 2- 2.nd FIOOP By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane., Cutchogue, NY 11935 Design- Location: Indoor: Heating. Cooling . Montauk AP, NY, US Indoor temperature(7) 68 75 Elevation: 7 ft Design TD (7) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8 37.0 Dry bulb(T) 19 82 Infiltration: Dailyrange(TF) - 12 ( L ) Method Simplified Wet bulb(T) 72 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 3.2 3802 22.1 Glazing 14.9 .3512 20.4 MIS Dds Doors 0 0 0 Ceilings 1.3 1536 8.9 Floors 1.4 51 0.3 Infiltration 3.1 4443 25.8 Ducts 3857 22.4 Piping 0 0 Humidification 0 0 oaarg Ventilation 0 0 Ir6ltetion Adjustments 0 Total 17200 100.0 Ceilings Ct er Component Btuh/ftz Btuh % of load Walls 0.7 876 5.9 vwl� Glazing 23.9 5653 38.0 IrkrrdGirs Doors 0 0 0 Ceilings 1.2 1430 9.6 Floors 0.2 7 0.1 Infiltration 0.2 309 2.1 aaoirg Ducts 2890 19.4 Ventilation 0 . .0 Internal gains 3705 24.9 �� Blower 0 0 Adjustments 0 1 I film Total 14870 100.0 C131irgs Cgi Latent Cooling Load= 1634 Btuh Overall U-value=0:068 Btuh/ft2°F Data entries checked. t -Pl*-wright&Cft- 2022-Aug-1513:22:25 '� •»•»• m-•�e Right-Suite®Universal 2022 22.0.04 RSU30008 page ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW BuildingAnal Job: MC0196 YSIS Date: Aug 11,2022 Sys 3- Rec. Rm By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Proiect Information For: 'Almas Construction, LLC. 1700.Alvahs Lane., Cutchogue, NY 11935 Desiqn Conditions Location: Indoor: Heating. Cooling Montauk AP, NY, US Indoor temperature(T). 68 75 Elevation: 7 ft Design TD (T) 50 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 39.8. .. 37.0 Drybulb(°F) 19 82 Infiltration: Dailyrange (T) - 12 ( L ) Method ' Simplified Wet bulb(T) - 72 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average). • Component Btuh/ftz Btuh %of load Walls. 3.2 2902 26.8s Glazing 14.9 1727. . 15.9 VMS Doors 0 0 - 0 Ceilings 1.3 1037 9.6 Floors 0 0 0 Infiltration 3.1 3190 29.4 Ducts 1988 18.3 Piping 0 0 Humidification 0 0 GEM.nj. \Infiltration Ventilation 0 0 Adjustments 0 Total 10845 100.0 ?,M IIIOMIIIIIII Component Btuh/ftZ Btuh %of load Walls 0.7 '668 8.5 NIS Irtml1 Girs ad Glazing 30.7 3571 45.2 Doors 0 0 0 Ceilings 1.2 966 12.2 Floors 0 .0 0 DJJS Infiltration 0.2 222 2.8 Ducts 1476 18.7 Ventilation 0 0 Internal gains 1000 12.7 Gadrg Irfiltra5m Blower 0 0 Adjustments 0 Celirgs Total 7904 100.0 Latent Cooling Load 1033 Btuh Overall U-value=0:044 Btuh/ft2217 Data entries checked. t .VJ¢-Wright-1-.aft- 2022-Aug-15 13:22:25 �'+� �-• ­4, Right-Suite@ universal2022 22.0.04 R8U30008 Page Ck ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Project Summary, Job: MC0196 7 Date: Aug 11,2022 Entire House . By: Michael A.Caruso C: Energy Testing.Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.coni License:7960376 Prooect Information For: Almas Construction, LLC. 1.700 Alvahs Lane, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F. Inside db .75 °F Design TD 50.°F Design TD 7 °F Daily:range L ' Relative humidity. 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 50555 Btuh Structure 46785 Btuh Ducts 18965 Btuh Ducts 13741 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 'Btuh Equipment load. 69520 .Btuh. Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 52778 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces -1 (Average) Structure 5390. Btuh Ducts 3215 Btuh Central vent.(0 cfm) 0 Btuh Heating Cooling Area(ft2) 451.9 4519 Equipment latent load 8605 Btuh Volume(ft') 43760 43760 Air changes/hour . 0.40 0.19 Equipment Total Load(Sen+Lat) 61383 Btuh Equiv.AVF.(cfm) 290 139 Req.total capacity at 0.70 SHR 6.3 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. -rl&-wrighttsmD t- 2022-Aug-1513:22:25 Right-Suite@ Universal 2022 22.0.04 RSU30008 Page 1 ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Project Summary Job: MC0196 Date: Aug.11,2022 SYS 1 7Sf.FI001' By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:63.1-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Proaect Information For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Notes: HERS Rater#7.9603.76 Design Information Weather: Montauk AP, NY, US Winter Design Conditions.. Summer Design Conditions Outside db 19 of Outside db 82 °F Inside db 68 °F. Inside db 75 °F Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28355 Btuh Structure 28642 Btuh Ducts 13120 Btuh Ducts 9452 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 41475 Btuh. Use manufacturer's data n Rate/swing multiplier 0.87 . Infiltration Equipment sensible load 33219 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3702- Btuh Ducts 2236 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (pone) Area(ftJ 2520 2520 Equipment latent load 5938 Btuh Volume (ft3) 25767 25.767 Air changes/hour 0.35 0.17 Equipment Total Load(Sen+Lat) 39157 Btuh. Equiv.AVF(cfm) 150 72 Req.total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment.Summary Make Generic Make Carrier Trade Trade CARRIER Model AFUE 95, Cond 24AC.C648A00300 AHRI ref Coil FX4DNF061 L AHRI ref 91�80206 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 48913 Btuh - Sensible cooling 32550 Btuh Heating output 45000 Btuh Latent cooling 13950 Btuh. Temperature rise 26 °F Total cooling 46500 Btuh Actual air flow 1550 cfm Actual air flow 1550 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AM-wrlght:saft- 2022-Aug-1513:22:25 -. Right-Su ite@ U nigersal 2022 22.0.04 RSU30008 Page t ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup. Calc=MJ8 Front Door faces:SW Project Summary Job: MC0196 1 Date: Aug,11,2022 Sys 2-2nd Floor . By: Michael A.Caruso Energy Testing.Services 1648 Locust Ave Suite E,,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Pro"ect Information For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Notes: HERS Rater#7960376 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 of Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13343 Btuh Structure 11980 Btuh Ducts 3857 Btuh Ducts 2890 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 17200 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 12966 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 983 Btuh Ducts 651 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 1193 1193 Equipment latent load 1634 Btuh Volume(fl3) 10739 10739 Air changes/hour 0.46 0.22 Equipment Total Load(Sen+Lat) 14600 Btuh Equiv.AVF(cfm) 82 39 Req.total capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment.Summary Make Generic Make Carrier Trade Trade CARRIER Model AFUE 95 Cond 24ACC618AO0300 AHRI ref Coil FX4DNF019L AHRI ref 9177999 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 21739 .Btuh Sensible cooling 12600 Btuh Heating output 20000 Btuh Latent cooling 5400 Btuh Temperature rise 30 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _rk-wrigFftLsoFt- 2022-Aug-1513:22:25 TM- � Right-Suite®Universal 2022 22.0.04 RSU30008 Page ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup, Calc=MJ8 Front Door faces:SW Project Summary. Job: MC0196 "Inc Date: Aug 11,2022 -�« Sys 3- Ree. Rm By: Michael A.Caruso Energy Testing.Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytesUngservices.com License:7960376 Promect Information For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Notes: HERS Rater#79603.76 Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 68 °F Inside db 75 °F Design TD 50 °F Design TD 7 °F Daily range L Relative humidity 50. % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8856 Btuh Structure 6428 Btuh Ducts 1988 Btuh Ducts 1476 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humnone idification 0 Btuh Blower e) 0 Btuh Piping 0- Btuh Equipment load 10845 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 6892 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 706 Btuh Ducts 327 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none Area(ftz) 806 806 Equipment latent load 1033 Btuh Volume(ft') 7254 7254 Air changes/hour 0.48 0.23 Equipment Total Load(Sen+Lat) 7925 Btuh Equiv.AVF (cfm) 59 28 Req.total capacity at 0.70 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model SEER 20.2, HSPF 10.3 Cond SEER 20.2, HSPF 10.3 AHRI ref Coil AHRI ref Efficiency . 10.3 HSPF Efficiency 14.7 EER,20.2 SEER Heating input Sensible cooling 8400 Btuh Heating output -11940 B.tuh @47°F Latent cooling 3600 Btuh Temperature rise 27 °F Total cooling 12000 Btuh Actual air flow 400 cfm Actual air flow 400 cfm Air flow factor .0.037 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0. in H2O Space thermostat Load sensible heat ratio 0.88 Ca pacity ba lance point 15°F Calculations approved by ACCA.to meet all requirements of Manual J 8th Ed. - -wrigFftso�t' 2022-Aug-15 13:22:25 �-� +- Right-Suite®Universal202222.0.04RSU30008 Page ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: MC0196 � Date: Aug 11,2022 ESen c sc` Sys 1- ist Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energyteslingservices.com Web:www.energytestingservices.com License;7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 38095 Btuh Entering coil DB: 76.9°F Outdoor design WB: 72.0°F Latent gain:. 5938 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 44033 Btuh Indoor RH: 50% Estimated airflow: 1550 cfm Manufacturer's Performance Data at Actual.Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC648A00300+FX4DNF061L Actual airflow: 1550 cfm Sensible capacity: 39579 Btuh 104%of load Latent capacity: 7360 Btuh 124%of load Total capacity: 46938 Btuh 107%of load SHR: 84% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 41475 Btuh Entering coil DB: 66.3°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Generic Model: AFUE 95 Actual airflow: 1550 cfm Output capacity: 45000 Btuh 108%of load Meets all requirements of ACCA Manual S. -��-wriightsoft^ 2022-Aug-15 13`.22:25 ,,,.•,A.«....—,.,,.� Right-Suite@ Universal 2022 22.0.04 RSU30008 Pagel n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: MC0196 Date: Aug 11,2022 E ; C95 Sys 2- 2nd Floor By: Michael A.Caruso Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mcaruso@energytestingservices.com Web:www.energytestingservices.com License:7960376 Projectf • For: Almas Construction, LLC. 1700 Alvahs Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 14870 Btuh Entering coil DB: 76.7°F Outdoor design WB: 72.0°F Latent gain:. 1634 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 16503 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24ACC618A00300+FX4DNF0.19L Actual airflow: 600 cfm Sensible capacity: 14954 Btuh 101%of load Latent capacity: 3110 Btuh 190%of load Total capacity: 18064 Btuh 1.09%of load . SHR.: 83% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 17200 Btuh Entering coil DB: 66.5°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Generic Model: AFUE 95 Actual airflow: 600 cfm Output capacity: 20000 Btuh 116%of load Meets all requirements of ACCA Manual S. 'fid-wrightsoft' 2022-Aug-15 13:22:25 . +v...,...+_.v,a...�,. Right-Suite@ Universal 2022 22.0.04 RSU30008 Page 2 ...n,LCC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJB Front Door faces:SW Manual S Compliance Report Job: MC0191 Date: Aug 11,2022 Ener6ryTcVas Sys 3- Rec. Rm By: Michael A.Caruso Se�ices Energy Testing Services 1648 Locust Ave Suite E,Bohemia,NY 11716 Phone:631-244-2627 Email:mearuso@energytestingservices.com Web:www.energytestingservices.com•License:7960376 Project • • For: Almas Construction, LLC. 1700 Alvahs Lane,Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 7904 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.0°F Latent gain:, 1033 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 8937 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Generic Model: SEER 20.2, HSPF 10.3 Actual airflow: 400 cfm Sensible capacity: 8400 Btuh 106%of load Latent capacity: 3600 Btuh 348%of load Total capacity: 12000 Btuh 1.34%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 10845 Btuh Entering coil DB: 66.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Generic Model: SEER 20.2, HSPF 10.3 Actual airflow: 400 cfm Output capacity: 11940 Btuh 110%of load Capacity balance: 15 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. +� wrigF71V50fr 2022-Aug-1513:22:25 Right-Suite@ Universal 2022 22.0.04 RSU30008 Page 3 ...n,LLC.1700 Alvahs Lane Cutchogue NY 11935.rup Calc=MJ8 Front Door faces:SW ResidentialPlans Examiner Review • Form ,4CCK~�[� RPER 1 . for • (Loads, • • 15 Mar 09 Ak0oft i bedkrei® Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes n 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): 1700 Alvahs Lane, Sys 1- 1 st Floor HVAC LOAD CALCULATION (IRC M1401.3) Deagn_Qondbons Building Consfwction-nfor-mation Winter Design Conditions Building Outdoor temperature: 19 'F Orientation: Front Door faces Southwest Indoor temperature: 68 'F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 41475 Btuh Number of bedrooms: 1 Conditioned floor area: 2520 ft' Summer Design Conditions Number of occupants: 5 Outdoor temperature: 82 *F Indoor temperature: 75 'F Windows Rnof Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 43687 Btuh Internal shade: none Latent heat gain: 6810 Btuh Blinds,drapes,etc. DP1 W Total heat gain: 50496 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 heating-Eq.uipment_Data Gooling-Eq.uipmentData BlawetData Equipment t �e: Prop boiler Equipcment epe: Split AC Heating cfm: 1550 urnace,Healump,Boiler,etc. Ir onditio er,Heat pump,etc. Cooling cfm: 1550 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE 95 24ACC648A00300+FX4DNF061 L Fan's rated external static pressure for design airflow Heating output capacity,: 5000 Btuh Total cooling capacity: 46938 Btuh Heat pumps-capacity aEwmter design out oor conditions Sensible cooling capacity: 39579 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 7360 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 1550 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.60 in H2O FrictionFrato f2ate=ASP+(TELx100)0 in/100ft Branch duct: Sheet metal ctiI 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: MunicipalityReserved for County,Town *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - wrightsvft- may- +-+• 'Right-Suite®Universal 2022 22.0.04 RSU30008 Residential Plans ExaminerReview • Form ~~ RPER 1 _ ACCK fHVAC or Design • (Loads, _• • 15 Mar 09 AtOa�•gCaeaat>iedr<mlra Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1700 Alvahs Lane, Sys 2-2nd Floor HVAC LOAD CALCULATION (IRC M1401.3) De-sign_Bonditions Building Cmatruction_I.nfonnation Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces Southwest Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 17200 Btuh Number of bedrooms: 3 Conditioned floor area: 1.193 ftz Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 °F . Indoor temperature: 75 .°F Windows Rods Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 17052 Btuh Internal shade: none Latent heat gain: 1873 Btuh Blinds,drapes,etc. o teh wlnc�xY Total heat gain: 18926 Btuh . Number of skylights: 0 EQUIPMENTHVAC • 41 Heating-Equipment-D-ata CopHngLEq.uipme.nt_Data Blower-Data ETuj�ment type: Pro p.boiler ETipmenttype: Split AC Heating cfm: 600 nace,Hea ump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Carrier Static pressure: 0.60 in H2O AFUE 95 24ACC618A00300+FX4DNF019L Fan's rated external static pressure for design airflow Heating output capacity: 30000 Btuh Total cooling capacity: 18064 Btuh Heat pumps-capacity at winter designou oorconditions Sensible cooling capacity: 14954 Btuh Aux.heating output capacity: 0 .Btuh Latent cooling capacity: 3110 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 600 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in.H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0.60 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal .Friction Rate=ASP+(TELx100) 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 -�-wlr gllttso Right-Suite®Universal2022 22.0.04 RSU30008 Residential Plans ExaminerReview • Form �~ RPER 1 ACCK,, for • (Loads, • • 15 Mar 09_ AFCo�•g Casaotredr�mta Town of Southold Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael A. Caruso Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 7960376 or MAAE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance.data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 1700.Alvahs Lane,Sys 3-Rec. Rm HVAC LOAD CALCULATION (IRC M1401 Design_C-ondbons B_uildi.ng Constructionlnf_or_mation Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces Southwest Indoor temperature: 68 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 10845 Btuh Number of bedrooms: 0 Conditioned floor area: 806 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Roos Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft Sensible heat gain: 9064 Btuh Internal shade: none gave Latent heat gain: 1185 Btuh Blinds,drapes,etc. Oep1h 4Vlndbw Total heat gain:. 10249 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,0 Heating-Equipment-Data Con1bg-EquipmentD-ata Blower-D-ata Equipment t �e: Split ASHP Evipmentlype: Split ASHP Heating cfm: 400. umace,Hea ump;Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 400 Model: Generic Model: Generic Static pressure: 0 in H2O SEER 20.2,HSPF 10.3 SEER 20.2,HSPF 10.3+ Fan's rated external static pressure for design airflow Heating output capacity,: 0 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 400 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASP+(TEL x 100) I declare the load calculation,equipment,e quipment 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, . Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - wrights®ft- ^Ya•- ---. Right-Suite®Universal 2022 22.0.04 RSU30008 A / t HAZAN V IM M AL 5HMORM SEAME BY UMM AtRRI)BUED PEFSOOR OILY N ROT MINT OVER OR REMOVE TMi LAW w pop km fmcftw Ea:lmn Me. ' ah:Mlh tb od"hohoh "e i'K: fII • 1-61 ,11 RICAL ENCLOSURE This Buildin 9 is equipped with an q PPS Interconnected Electric Power Production Source R D P R O D U C T S i �urce lbne: Stattldhr AeENrRter:� �' •9090 • FAX:718-797-9099 solar Photo VoRalc:_ 016er. 7E.SUPERIOREE.COM Disconnect is -►..t- inbrier: Basement:_ Garage:_ Enterlx;J { Front:_ Ste Rear: LH • RH Side: _ Other Locatlon: -Call Your Installer for se wcea- Suffolk Bureau of Electrical Inspectors Inc. www.Suffolkbei.com Per NFPA 70/200fN Article 705.10 A, s �i •� o � � �' `C. 74 y 4. ti i AOFAL This Building is equipped with an Interconnected Electric Power Production Source II 1 I I TS Source Tyog Standby Generator: Solar Photo Voltaic: Other: Disconnect is Located interior: Basement: Garage:_ Exterior: Front: Rear:_ LH Side. C RH Side: Other Location: -Call Your Installer for Services- Suffolk Bureau of Electrical Inspectors Inc. www.Suffolkbei.com Per NFPA 70/2008/Article 705. c ■ Irv�� At hv� aAd Y"RECIRICAL CONNECTION i ,Nh^90455I0NAl SEWI(f t This Building is equipped with an Interconnected Electric Power Production Source 1111HIMMIT17W, ' Source TyIL Standby Generator:X Solar Photo Voltaic:_ Other: niaronnect is Located: Interior:_ Basement: Garage:_ Exterior: X Front:_ Rear:_ LH Sider RH Side:_ Other Location: -Call Your Installer for Services- Suffolk Bureau of Electrical Inspectors Inc. www.Suffolkbei.com Per NFPA 70/20081 Article 705.10 i e I i i i s i I i i I r � � h it V N � a ATTENTION AT7E 1 A OP N0�PE ' pp YOI IIENOH IMi51�6 t - 1 ( y I PoUBLEmaPOLt PROM ELECTRIC c 'W,70N FOR PROMPT AND pGOFF55A7NAL SEn I This Building is equipped with an Interconnected Electric Power " Production Source Source Tboe- Standby Generator: Solar Photo Voltaic:— Other: Disconnect is t^mated° interior:_ Basement:_ Garage:— Ezterior:� Front;_ Rear:_ LH Sider RH Side:_ Other Location: i - r -Call Your Installer for Services- Suffolk Bureau of Electrical Inspectors Inc. l --Suffolkbeixom Per NFPA 70/20081 Article 705,10 i i s `s f e _=i FIELD INSPECTION REPORT , MGM IN 1 112M ' �'I . I J i 1 r RUMt:�1i�l� r►L,� r fl A �• 1 ' ►:' 1►� ii�! info Aar ��► -- . row • �— .. . .. . .. . TOWN OF:SOUTHOLD" BUILDING:DEPARTMENT, : .. ... w �. . ToWA HallAhnex 54375:Main:Road P. O: Box 1179.:Southold;:NY 11971-:0959 :::: �oy�ol o� Telephone(65.1)"765-1.9.02 Fax.(631) 765-9502 https:Jlwww..southoldtownnygov .. . .. . .. . .. . .. . ... :.:.. ....... ....... ...:... ,..... ...... ..... ::.:.. ..:;.:.:Date Received .: . APPLICATION FOR BUILDING PERMIT : . - - For Office Use Only 'PERMIT NO. W Building lnspectorr"" " JU�V.N 2022::. . ....... ....... Applications and forms must:be filled out•in their entirety.Incomplete BUILDING DEPT. . applications will,not be accepted. Wheriethe Applicant is-not•the'owner,:an ... ..TOW OF SOUTHOLD.. :. Awner.'sAuthoriiation,form,(Page ij�shall be.completed, :Date:: .OWNER(S)OF,PROPERTY: .:.. . ... Name:NeilA:Sandra:Rousso scTM#i000-102=4-7:2 Project AddresS:1700:Alva hs:Lane Cutchogue :- :° Phone.Q01-245'5088: ::: Email:sro:Ilsso2@aol.com:: : Mailing Address::125 Oak St. Tenafly, NJ, 07670": : . CONTACT PERSON: ...... ....... . ..... ...... .... ....... ....... ....... ....... ::. .. Name:Nich�olas Zoumas Maiiing.Address:26"3'Route 25A, Wadi rig:River, .NY 117"92 :Phone#:631-872-2045 Email:nick:zoumas@almascoiistruction;com - DESIGN PROFESSIONAL INFORMATION Name: Greifensteih: BoycgA' ociates. (Tony) Mail ng Address:9 Halstone Lane, Coram, NY'11727.: .:. _. "Phone:#;631-736-4399:: : -Email: StudioG4 verizbn;net CONTRACTOR INFORMATION:_" = ' Name:. Almas Construction: Mailing Address 263:Route 25A, Wading River' NY_1�1792 ' :'. Phone#: Email: " . 631=872-2045. , ." �� � . .""" . . ."" �" nick.zoumas@almasconstruction,com • !-DESCRIPTION OF PROPOSED'CONSTRUCTION .®New Structure.❑Addition. ❑Alteration ❑Repai.r. ❑Demolition :Estimate.d:Costof.P:roject: ❑Other $,wo,obb Will:the lot be re-graded?: ©Yes:❑No :;' Will:excess fill be:removed from premises? ❑Yes:®No PROP.,ERTY'INF.ORMATION,'-.. ....... ....... ....... ....... ....... ....... ....... ....... ....... :Existing use of property: Intended use�of"property: Vacant Single- Fam:Res. Zone or use district in which premises is situated: Are there any covenants and:restrictions with respect to .. .. ""this property? ❑Yes-RNo.If-YES, PROVIDE A COPY. 8 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!pursuantto the,Building Zone' Ordinance of.the Town of Southold;Suffolk,County;:New York and,other applicable'Laws,Ordihai ce3 or Regulations,for the.construction'of:buildings, additions,alterations orfor removal or demolition as herein described:•The applicant agrees to comply with all applicable laws,ordinances,building code, housing codeand,regulatlons 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 210AS of the:New York State Penal Law. " . A0plication Submitted B rint name :Ni:* Authorized:A"g Agent DOWner as •Zoumas •�• "" " Signature of Applicant: Date: ? Z Z STATE OF NEW YORK) SS: COUNTY OF Su-401: :. ) ... .. .. .. j(', p5..:. ZoUXYI�� being duly sworn;deposes and.says that(s)he is the applicant:. T. ...... ..... ...... ...... ...... ..... ..... .. (Name of individual signing contract)above•named, (S)I a is the (Contra toi-,Agent;Corporate:Officer,:etc:): of said:owner.or:owners,and is duly:authorized t :or have-performed the said work-and to.make and fle: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 rt , da of: : . JU0:2 Zp. otary:Pu is L.. Y: .- TRACE NOTARY PUBLIC;STATE OF NEW YORK - PROPERTY.OWN ER AUTHORIZATION No:oiows3ossoo QUALIFIED"IN.SUFFOLK;000NTY - (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2A Sandra' ': oU'Sso 125 Oak St. Teiiafly,:NJ:07670 residing:at is o as.: oumas ::. do hdreby.authorize. ::to.apply:on - My behalf to the To*nofEputhold Building Department for approval as-described herein. 5/6/22 . Owner's Signature _ _ _ Date. S:a"ndra Rousso :: Print Owner'.S:Name ...... ....... ..... . PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district,in which premises is situated: Are there any covenants and restrictions with respect to this property? l]Yes ONo. IF YES, PROVIDE A COPY. ❑Vfeck Sox After Reading:�The owner/contractor/design professional is responsible forall drainage.and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION 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,Ordinanees 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,nspectom on premises and In building(s)for necessary inspections.False statements made herein are punishable as a class A misdemeanor pursuant to Section 230.45 of the New York State Penal law. Application Submitted By(print name): Lie r r\ �XA$CCr•% authorized Agent 00wner Signature of Applicant: V Date: STATE OF NEW YORK) SS: COUNTY OF SL4C—F0LK 1 Cc r eM` being duly sworn,deposes and says that(s)he is the applicant (Name of individbA signing contract)above_.named, (S)he_is the -� C.0 -T i (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to'make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _ day of - j 20'2,( �Ij C V Nota .Public A,C14ELE BUSCEMI York Publw,State of New Notan► No U1BU6194o29 PROPMY, OWNER AUTHORIZAT104' Reg - (2ua►Nied in ,SW ept.29,2024 (Where the applicant is not the owner) Commission ExP r Chu 5 s o residing-at c `C c No hereby authorize _Le-� F r to apply on my behalf to the- who, old Building Department for approval as described herein. l_0_-/Zr Owner's Signature Date Print Owner's Name 2 S�FEpj�: . BUILDING DEPARTMENT-Electrical Inspector O C�Gy; TOWN OF SOUTHOLD y z Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy?jo� ap� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov— seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: September 28, 2022 Company Name: Double-Pole Electric, Inc. Name: Neil Rousso License No.: 3913-ME email: Phone No: (201)723-5100 01 request an email copy of Certificate of Compliance Address.: 1735 Alvahs Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Neil Rousso Address: 7ppAlvahs Cutchogue NY 11935 Cross Street: Phone No.: (201)723-5100 BIdg.Permit#: 48233 email: Tax Map District:._ ___10.0.0. Section:'' _' ` Block` _ - Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Construction New Construction New Construction Check All That Apply: Is job ready for inspection?: ❑YES ✓❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ❑✓ YES [:]NO Issued On September 28, 2022 Temp Information: (All information required) Service Size 01 Ph ❑3 Ph Size: 300 A #Meters One Old Meter# 09840401 B 1-1 NewService ❑✓ Service Reconnect Z✓ Underground [:]Overhead # Underground Laterals ❑✓ 1 02 ❑✓ H Frame[:]Pole Work done on Service? ❑✓ Y ' ❑N Additional Information: Existing Service on Property Please Send Temp Existing_Service-on.Property- Please Send Temp ,r Existing Service-on.Property-- .Please Send Temp..,. PAYMENT DUE WITH APPLICATION Electrical Inspection Forth 2020.)dsx �o��g1lfFOl�•�oG , y� BUILDING DEPARTMENT-Electrical Inspector 53 TOWN OF SOUTHOLD S Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # P508 DateA 1, 2023 Customer Name Mee/ ms'so Electrician Name Poi vec Address o Phone O f • 3 - 1 o D e-mail V e-mail b l e O Cu) a o l • Co Phone License# 1'5 •)M 8 Size ,ed A Phase_�Overhead Underground X_ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? N yg,& Flood Reconnect Old Meter#1 69 '40401 B Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid da a date abo Authorized by 0,('r45 ',�Ot Cke-4 t' BUILDING DEPARTMENT-Electrical Inspector e,y` TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 r" Southold, New York 11971-0959 �A Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr&southoldtownny.gov — seand D_southoldtownny.Gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: September 28, 2022 Company Name: Double-Pole Electric, Inc. Name: Neil Rousso License No.: 3913-ME a ail: d&1 0 �G a��•G Phone No: (201) 723-5100 01 req an email copy of Certificate of Compliance Address.: 1735 Alvahs Cutchogue NY 11935 JOB SITE INFORMATION (All Information Required) Name: Neil Rousso Address: J7ppAlvahs Cutchogue NY 11935 Cross Street: Phone No.: (201)723-5100 Bldg.Permit#: email: Tax Map District:! 1000 Section: I C) Block: L4 Lot: a , BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Construction New Construction New Construction so Check All That Apply: �� 1 $ $�ZI23 Is job ready for inspection?: DYES W1 NO Rough In Final Do you need a Temp Certificate?: 2✓ YES ONO Issued On September 28, 2022 Temp Information: (All information required) ' Service Size 01 Ph 03 Ph Size: 300 A #Meters One Old Meter# 09840401 B ❑New Service ❑✓ Service Reconnect ✓Z Underground Overhead # Underground Laterals [ 1 02 OH Frame QPole Work done on Service? ❑✓ Y ❑N Additional Information: Existing Service on Property Please Send Temp Existing Service on Property Please Send Temp Existing Service on Property Please Send Temp PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.)dsx PERMIT H Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec special: :omments z DOUbLE-FOLEELECTKIC P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE(631)361-6440 FAX(631)361-6442 .: .;. •.•4°.,,.,: •.:,«:'- ."... .""':,.,.'................-_ JUNE 10, 2024 TOWN OF SOUTHOLD TOWN HALL ANNEX J 54375 MAIN ROAD ` !1 P.O. BOX 1179 A -� SOUTHOLD NY 11971-0959 JUN 1 1 2024 OFFICE # (631) 765-1802 RE: PERMIT#48233 VUU,,DING DUT. ROUSSO RESIDENCE 1735 ALVAHS CUTCHOGUE NY 11935 _ INVENTORY 107 SWITCHES 1 , j+ 95 OUTLETS VVJ44 15 GFI OUTLETS /� y n'~ 8 EXTERIOR W/R OUTLETS 6'�0`M� o a 75 FIXTURES n I 138 HIGH-HATS i l/�- 3 CEILING FANS �J 1 16FT LED TAPE LIGHT/ DRIVER 6 EXHAUST FANS 1 DOOR CHIME �T -1 „„� 2 FIREPLACE WIRING �WU 1 20A 110V AFCI REFRIGERATOR CIRCUIT 1 20A 110V AFCI HOOD CIRCUIT 1 20A 110V AFCI GARBAGE DISPOSAL CIRCUIT f 1 20A 110V AFCI MICROWAVE CIRCUIT /1/1 AA 1 20A 110V AFCI/GFCI DISHWASHER CIRCUIT ( ` 1 50A 220V STOVE OUTLET 1 20A 110V AFCI/GFCI WASHER CIRCUIT 1 30A 220V DRYER CIRCUIT A- 2 20A 220V A/C BLOWER CIRCUIT 2 30A 220V A/C COMPRESSOR CIRCUIT 1 15A 110V HEAT CIRCUIT 1 60 AMP EV CIRCUI r I 1 400 AMP UNDERGROUND SER/V�I'CE -AFCI BREAKERS AP RC-ODE !� (2) 200 AMP PANEL -��/'—' � 2 V / 1 26K GENERATOR SYSTEM c f YOUR ELECTRICAL CONNECTION FOR PROMPT AND PROFESSIONAL SERVICE,�' MC ire (djSeMafi '," , rA /ID cu\C�p �^a 1 S 7 C. e r c-- .rNt Q /00 �v'FOt,� Town Hall Annex Telephone(631)765-1802 54375 Main Road ,, 4; Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1 Z N I Owner: �_ � �tkS5 0 Location of Property:�-Q-0 IYky JL' s . .rC—�c.�^ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: . Name (person submitting this form): L..<<< gtscc'- .� Capacity(check applicable fine): Owner Owner representative TnussReg15.docx Effective 1/1/2015 Horton, LisaMarie From: Tobin Haase <tobin.haase@almasconstruction.com> Sent: Thursday, February 8, 2024 12:56 PM To: Horton, LisaMarie; Nicholas Zoumas Subject: [SPAM] - Permit Extension Request- 1700 Alvahs Lane Cutchogue Lisa, Per our phone conversation,this email is requesting an extension on the Building Permit,, #4 ' or the 1700 Alvahs Lane project. The original permit is expiring 2.29.24 and with the^6 rnonth,�extension�, ill have a new expiration date of 8.29.24. Please let me know if there is any issue with this request. Thank you very much for the help, Tobin Haase Project Manager Almas Construction ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 12, 2021 TO: Larry Buscemi (Rousso) PO Box 679 Mount Sinai,NY 11766 Please take notice that your application dated August 2, 2021: For permit to: construct a new single-family dwelling at: Location of property: 1700 Alvahs Lane, Cutcho u County Tax Map No. 1000 - Section 102 Block 4 Lot 7_2 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming lot in the AC District, is not permitted pursuant to Chapter 280-Bulk Schedule, which requires a front yard setback of 60 feet. The plan shows the front yard setback at 40 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 1 -7do C&Rs. 1. Does not apply to this lot. The Covenants mistakenly not Lot 1 has the easement, however the easement document itself identifies Lot 2 as having the easement, as does the filed map. The covenants are mistaken in the wording of item 1. 2. The clearing restrictions in Town Code section 240-39 for a 2-acre lot: Only 35% of the lot is permitted to be cleared. 3. Doesn't apply for same reason as item 1 5. SPDES issue: Get your licensed design professional to provide a statement on the plans that says the C&R refers to a condition that does not apply on this lot. This lot is in a location that cannot affect any waters of the State from stormwater runoff, and therefore SPDES conditions do not apply here. The Building Dept, once they have your design professional's statement, can either agree directly or ask Town Engineer to review and see if he concurs. � . 2 • RECORDED Number of pages 200£ :Tan 18 10:10:�iJ uhi :rudiih G. Pascale CLERK OF This document will be public SUFFOLK COMFITS' record.Please remove all L D00012537P 804 Social Security Numbers DT# 07-16708 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 5. 00 2. Additional Tax TP-584 Sub Total Notation SpecJAssit. or EA-5217(County) Sub Total Spec./Add. EA-5217(state) J TOT.MTG.TAX R.P.T.S.A. Dual Town Dual County _ Held for Appointment Comm.of Ed. S. 00 If Transfer Tax Affidavit • 4 Mansion Tax00 WIND /Certlned Cop �,oz� The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total 'a YES or NO Other _ Grand Total If NO, see appropriate tax clause on page N _of this instrument. Jme 4 Dist. 1 1000 10200 0400 006002-Pbo2 S Community Preservation Fund Real Property p T S Consideration Amount$_ Tax Service R LPA A Agency • 104AN CPF Tax Due Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address / RECORD&RETURN TO: Vacant Land TD 1UICNIIAM,BREBSLER,MUN b MM,P.C. TD 0015 MAIN K%PA BCK 1424 IMMUM U 11952 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title tt 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Grant of Drainage Easement and Conservation Easement made by: (SPECIFY TYPE OF INSTRUMENT) Howard Simon and Lorraine 1.Simon The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In theTOWN of_Southold Town of Southold In the VILLAGE orHAMLETof Cutchogue BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over I{lllll 1111 Illll 11111 11111 Illlf IIIlI lIll{lllll fill fill {l{Illl lllll lllll 11i1{{{l SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE' :. Type of Instrument•. EASEMENT/DOP Recorded: 01/18/2008 Number of Pages: 8 At: 10:10:50 AM Receipt Number : 08-0005548 TRANSFER TAX NUMBER: 07-16708 LIBER: D00012537 PAGE: 804 District: Section: Block: Lot: 1000 102 .00 04.00 006'.002 EXAMINED AND CHARGED AS FOLLOWS Deed Amount Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $24.00 NO Handling $5.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $5.20 NO RPT $30.00 NO Transfer tax $0.00 NO Co=.Pres $0.00 NO Fees Paid $89.20 TRANSFER TAX NUMBER: 07-16708 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County f 1 GRANT OF DRAINAGE EASEMENT and CONSERVATION EASEMENT May, 2007, THIS indenture made this 3 l day of �#ior,IM by and between HOWARD SIMON AND LORRAINE I. SIMON,residing at 27 Stacey Lane,Madison,CT 06443 (hereinafter"Grantor") and the Town of Southold,a municipal corporation of the State of New York,having its office at 53095 Main Road,Town of Southold, Suffolk County, New York(the"Grantee"). WHEREAS, the Grantor is the owner of a certain parcel of land containing 7.8 acres, more or less,of land identified by Suffolk County Tax Map number 1000-102-4-6.2; located on the east side of Alvah's Lane in the Hamlet of Cutchogue,Town of Southold, Suffolk County,New York, generally bounded northerly by land now or formerly of Reinhardt;westerly by Alvah's Lane; southerly by Kerrigan,and easterly by Reinhardt and Batuello,said land being depicted as *Pro osed of 2"-on a certain map prepared by Stanley J.Isaksen,Jr., licensed land surveyors entitled"Proposed Minor Subdivision of Michael Kaloski Plat' ,survey dated June 11, 2002, last revised November 15,2006,which has received Sketch Plan Approval from the Southold Town Planning Board and which said parcel of land is hereinafter referred to as"the Premises";the Premises being more fully described on Schedule A annexed hereto, and WHEREAS,Grantor has permitted the Town to maintain a drainage pipe at the northwest portion of the property from Alvah's Lane for road runoff from Alvah's Lane through the swale on the Premises;and WHEREAS,the Grantee,for drainage purposes proposes to remove the drainage pipe and to construct,maintain,and repair a storm water drainage system,including leaching pool(s),pipes,rip-rap and culvert, in order to contain and direct storm water runoff from Alvah's Lane in the vicinity of the Premises into the swale on the Premises;and WHEREAS,the Grantor has agreed to grant to the Grantee a drainage easement to impose over and in the portion of the land of the Grantor as described above for such purposes and a conservation easement in a portion of the land as described herein; NOW THEREFORE, IN CONSIDERATION OF Eight Thousand Five Hundred ($8,500)and other good and valuable consideration paid by the Grantee to the Grantor,the receipt of which is hereby acknowledged. WITNESSETH: 1. GRANT OF DRAINAGE EASEMENT. The Grantor does hereby grant,transfer and convey to the Town of Southold,a drainage easement in gross,of the nature,character and to the extent hereinafter set forth,over and upon the portion of the Premises described in Schedule B. • ir^ 1 2, NATURE OF DRAINAGE EASEMENT. The nature, character and extent of the drainage easement hereby granted is the right of the Grantee to enter upon the Premises at all reasonable times: (i) To install,create and maintain the Facilities in the Premises and to repair,replace or remove same as needed for the effective purification of road runoff and surface waters from Alvah's Lane in the immediate vicinity of the Premises. (ii) To perform such grading and excavation and the planting of such vegetation and the installation of such facilities shall be required for the construction,operation,repair,replacement and maintenance of the Facilities,and for restoration of the Premises if required as a result of the drainage flow. This shall include,without limitation, a culvert under the driveway through the swale and such clean fill as shall be necessary to properly cover such culvert. 3. GRANTOR'S OWNERSHIP. The Grantor reserves the right to the ownership,use and enjoyment of the Premises to the fullest extent possible without unreasonable interference by the Grantee in the exercise of the Grantee's right granted herein. 4. DAMAGES AND INDEMNIFICATION. The Grantee further agrees to pay all reasonable damages to the premises of the Grantor or property damage(except as required for construction of the Facility)or bodily injury sustained as a result of the construction and/or operation of the drainage easement thereon by the Grantee. In addition,in the event any work performed by Grantee in the installation,creation or maintenance in the drainage easement creates an adverse effect on other property of Grantor or on any property adjoining or downstream of that of Grantor,Grantee shall rectify such adverse effect and indemnify Grantor from any liability incurred by it in relation thereto,including,without limitation,reasonable attorneys fees. 5. ADDITIONAL DRAINAGE FACILITIES. In the event that additional drainage facilities become necessary to properly accommodate the flow of storm water through the swale,as a result of the passage of water from Alvah's Lane through the swale,the Town agrees to install on its property or in the easement area such necessary facilities as may be necessary to properly accommodate such run off and curtail the flow on to neighboring properties,at it's own expense. 6. PERMITS., The Grantee further agrees to obtain all necessary permits from all governmental agencies necessary to carry out the operations contemplated by this agreement. 7. RESTRICTIONS. Grantor agrees to construct no fences,walls or the like in the drainage easement area,and to refrain from filling in the drainage easement area. 8. PLANTINGS. Grantor may plant in the easement areas provided Grantor does not change the grade or interfere with flow of storm water drainage,and Grantee shall not be liable for damage or destruction of such plant material as a result of operation of the Facility. Grantor is not required to prune,clear or maintain vegetation or trees in the easement area. 9. NO EXTENSION. The Grantee agrees not to connect the Facilities to any other storm water drainage system on Alvah's Lane which collects or directs water from the surrounding area. 10. CONSERVATION EASEMENT. In addition to the drainage easement granted herein,Grantor hereby imposes upon the portion of the Premises identified on the attached Schedule C a Conservation Easement running with the land. Grantor agrees not to conduc+or permit any activity within the Conservation Easement area which would change the grade within the Conservation Easement area. Such easement may be modified only as maybe required by the Planning Board in connection with the approval of the subdivision,with the consent of the Grantee herein. 11. NON-EXCLUSIVITY OF EASEMENT. The grant of the drainage easement and the imposition of the Conservation Easement shall not preclude Grantor from granting further easements to public utility companies,easements for vehicular access,or other purposes on terms which do not conflict with or interfere with the easements hereby granted. In no event,however, shall such easements permit the change of grade in the easement areas without the Grantee's prior written permission. 12. ENFORCEABILITY. The terns of this easement shall be enforceable by the parties by injunctive relief or any other remedy in equity or by law. 13. PERPETUAL EASEMENT. The rights granted herein shall continue and remain in effect in perpetuity. 14. MISCELLANEOUS. This Agreement and the easements and rights granted herein shall run with the land and be binding upon the parties hereto and their respective successors and assigns. IN SS WHEREOF,the parties hereto have executed this agreement the day and year;�r t written abo H WARD SIMON LORRAINE SIMON TOVOFSOUOLD By-,• SSELL, Supervisor STATE OF NEW YORK) ) ss.. COUNTY OF SUFFOLK) On ay of DY� 2006,before me, the undersigned,personally appeared HOWARD S MON and LORRAINE SIMON,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies)and that by his/her/their signature on the instrument,the individual,or the person on behalf of which the individual(s)acted,executed the instrument. #tP*ubW1ic __, '�1M ft� 1lb�lt -$Walk COW On-,ka dolon GVM$*t o%I0 STATE OF NEW YORK) )ss.. COUNTY OF SUFFOLK) On the 31 day of qly 2001r,before me,the undersigned,personally appeared SCOTT A.RUSSELL,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies)and that by his/her/their signature on the instrument,the individual,or the person on behalf of which the individual(s)acted,executed the instrument. Notary Public LINDA J COOPER RE/easedrainrev !VOTARY PUBLIC,State of New York NO.01 C04822563,Suffolk County Term Expires December 31,20 SCHEDULE A DESCRIPTION OF PREMISES: KALOSKI ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Cutchogue, in the Town of Southold,County of Suffolk, State of New York, bounded and described as follows: Beginning at a point on the northeasterly side of Alvah's Lane, at the southwesterly corner of land now or formerly of Reinhardt,said point of beginning being distant North 47 degrees 8 minutes 40 seconds West, 2,876.78 feet,more or less,from the intersection of the east side of Alvah's Lane and the north side of Main Road(New York State Route 25); From said point of beginning,running thence along land now or formerly of Reinhardt, North 48 degrees 54 minutes 30 seconds East,407.28 feet to a pipe; Running thence along said land now or formerly of Reinhardt, South 49 degrees 4 minutes 29 seconds East,637.20 feet to a point; Running thence South 42 degrees 51 minutes 20 seconds West,226.47 feet; Running thence North 47 degrees 8 minutes 40 seconds West,200.00 feet; Running thence South 42 degrees 51 minutes 20 seconds West,200.00 feet to the easterly side of Alvah's Lane; Running thence along the easterly side of Alvah's Lane,North 47 degrees 8 minutes 40 seconds West,479.78 feet to the point or place of BEGINNING. f R SCHEDULE B KALOSKI DRAINAGE EASEMENT ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being at Cutchogue, in the Town of Southold, County of Suffolk, State of New York,bounded and described as follows: Beginning at a point on the easterly side of Alvah's Lane,distant 2,642.18 feet from the intersection of the east side of Alvah's Lane and the north side of Main Road(New York State Route 25),said point of beginning also being distant South 47 degrees 8 minutes 40 seconds East,34.60 feet from the southwesterly corner of land now or formerly of Reinhardt; From said point of beginning,running thence North 64 degrees 55 minutes 26 seconds East, 159.20 feet;running thence South 43 degrees 9 minutes 19 seconds East,89.60 feet;running thence South 60 degrees 45 minutes 4 seconds East,45.42 feet,running thence South 27 degrees 42 minutes 4 seconds West,50.07 feet;running thence North 60 degrees 45 minutes 4 seconds West, 55.38 feet;running thence North 43 degrees 9 minutes 19 seconds West, 61.06 feet;running thence South 64 degrees 55 minutes 26 seconds West, 102.66 feet to the easterly side of Alvah's Lane;running thence along the easterly side of Alvah's Lane North 47 degrees 8 minutes 40 seconds West,53.95 feet to the point or place of beginning. .r L I SCHEDULE C KALOSKI CONSERVATION EASEMENT ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being at Cutchogue, in the Town of Southold, County of Suffolk, State of New York, bounded and described as follows: Beginning at a point distant the following four(4) courses and distances from the southwesterly corner of land now or formerly of Reinhardt and the easterly side of Alvah's Lane: 1. Running along the easterly side of Alvah's Lane, South 47 degrees 8 minutes 40 seconds East,34.60 feet to the northwesterly corner of a Drainage Easement granted to the Town of Southold; 2. Thence along the lines of said Drainage Easement,North 64 degrees 55 minutes 26 seconds East, 159.20 feet; 3. Thence further along the lines of said Drainage Easement, South 43 degrees 9 minutes 19 seconds East,89.60 feet; 4. Thence further along the lines of said Drainage Easement, South 60 degrees 45 minutes 4 seconds East,45.42 feet; From said point of beginning running South 60 degrees 45 minutes 4 seconds East,26.11 feet;running thence South 88 degrees 14 minutes 14 seconds East, 75.53 feet;running thence South 57 degrees 49 minutes 45 seconds East,281.66 feet;running thence South 42 degrees 51 minutes 20 seconds West,60.00 feet;running thence North 47 degrees 8 minutes 40 seconds West, 107.24 feet;running thence North 70 degrees 11 minutes 50 seconds West, 227.96 feet;running thence North 60 degrees 45 minutes 4 seconds West,28.98 feet;running thence North 27 degrees 42 minutes 4 seconds East, 50.07 feet to the point or place of beginning. Misc/descka! S MAILING ADDRESS: PLANNING BOARD MENME-1 5 0�so i P.O.Box 1179 JERILYN B.WOODHOUSE ti0�� Ury�1 Southold,NY 11971Chair ® OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR H W75 State Route 25 GEORGE D.SOLOMON • �O (cor.Main Rd.&Youngs Ave.) JOSEPH L.TOWNSEND ___fff777��Co� '� Southold,NY El Telephone:631 765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 12, 2008 Abigail Wickham, Esq. Wickham, Bressler, Gordon & Geasa, P.C. P.O. Box 1424 Mattituck, New York 11952 Re: Proposed Standard Subdivision of Michael and Irene Kaloski Located on Alvahs Lane, 2,056 ft. n/o Main Rd. (NYS 25) & s/o Middle Rd. (CR 48) in Cutchogue SCTM#'s1000-102-4-6.2 & 7.1 Zoning District: A-C Dear Ms. Wickham: I The Southold Town Planning Board, at a meeting held on Monday, February 11, 2008, adopted the following resolution: WHEREAS,this proposal will subdivide an 8.30-acre parcel, SCTM#1000-1024-6.2, into 2 lots where Lot 1 equals 2.02 acres and Lot 2 equals 5.35 acres in addition with a lot line change that will transfer .402 acres from SCTM#1000-102-4-6.2 to SCTM#1000- 102-4-7.1 which, following the transfer, will equal .918 acres; and WHEREAS, on December 10, 2007, the Southold Town Planning Board granted conditional final approval upon the map prepared by Stanley J. Isaksen Jr., LS, dated June 11, 2002 and last revised November 15, 2006; and WHEREAS, the parcel is subject to the Declaration of Covenants and Restrictions, dated August 12, 2007, filed with the Office of the Suffolk County Clerk, Liber D00012519 and Page 299; and WHEREAS, the parcel is subject to a Grant of Drainage Easement and Conservation Easement, dated May 31, 2007, filed with the Office of the Suffolk County Clerk, Liber D00012537 and Page 804; and WHEREAS, all conditions have been met; be it therefore Kaloski Page Two February 12, 2008 RESOLVED, that the Southold Town Planning Board hereby grants final approval upon the plat prepared by Stanley J. Isaksen Jr., LS, dated June 11, 2002 and last revised November 15, 2006 and authorizes the Chairperson to endorse the maps. Upon endorsement by the Chairperson, the mylars and paper prints must be picked up at this office and filed in the Office of the Suffolk County Clerk. Any plat not so filed or recorded within sixty-two (62) days of the date of endorsement shall become null and void. If you have any questions regarding the above, please contact this office. Very truly yours, erilyn . Woodhouse Chairperson cc: Jamie Richter, Office of the Town Engineer Building Department(with plat) Tax Assessors (with plat) c Illiili 111i IIIII 1111i IIIII IIIII IIIII IIIII IIIII IIII IIII IIIIII IIIII Illli IIII Ills SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION/DOP Recorded: 08/23/2007 Number of Pages: 6 At: 11:36:01 AM Receipt Number : 07-0078602 LIBER: D00012519 PAGE: 299 District: Section: Block: Lot: 1000 102.00 04.00 006.002 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees. For Above Instrument Exempt Exempt Page/Filing $18.00 NO Handling $5.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $5.00 NO RPT $50.00 NO SCTM $0.00 NO Fees Paid $98.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A SILL Judith A. Pascale County Clerk, Suffolk County RECORDED Number of pages 2007 Aug 2.,: 11:36:41 AM Judith A. Pascale CLERK OF This document will be public SUFFOLK COUNTY record.Please remove all L D00012519 Social Security Numbers P 299 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling S. 00 2. Additional Tax TP-584 Sub Total Notation SpecJAssit. or EA-5217(County) Sub Total Spec./Add. EA-5217 nA ( TOT.MTG.TAX R.P.TS.A _,'5Q Dual Town Dual County _ Held for Appointment Comm.of Ed. S. 00 Transfer Tax Affidavit _ • Mansion Tax Certified Copy The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other _ Grand Total if NO,see appropriate tax clause on page# o in tj 4 O ooZ i- 5 Community Preservation Fund Dist. 10( 1000 10200 0400 006002 tY 1000 10200 0400 007001 Real Property p T S Consideration Amount$ Tax Service R LPA A Agency 3-AUG-0 CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Uwners Manmg Haaress RECORD&RETURN TO: Vacant Land TD WiCIOlIW,B=LER,8I= N&GEASA,RG. 13015 MAIN ROAD,P.O.SIX 1424 TD NATT MM ILt 11952 TO Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# Co 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants and Restrictions made by: (SPECIFY TYPE OF INSTRUMENT) Howard Simon and Torraine T 4imnn nd The premises herein Is situated in Michael Kaloalti and Irene Kalocki SUFFOLK COUNTY,NEW YORK TO .—In the TOWN of Snuthold Tnwn of Cnnthold Planning RnArd In the VILLAGE orHAMLETOf nitchngne 0 BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION, made this day of July, 2007,by HOWARD SIMON AND LORRAINE 1. SIMON,residing at 27 Stacey Lane,Madison,Connecticut 06443,and MICHAEL KALOSKI and IRENE KALOSKI,residing at 1930 Alvah's Lane,Cutchogue,New York 11935, referred to as the Declarant. WHEREAS,the Declarant is the owner of certain real property located at Alvah's Lane, Cutchogue,Town of Southold, County of Suffolk and State of New York, SCTM# 1000-1024-6.2 and SCTM# 1000-1024-7.1,more particularly bounded and described as set forth in Schedule "A" annexed hereto,(the"Property")and WHEREAS,the Declarant has made an application for and has received conditional approval from the Planning Board of the Town of Southold for a subdivision of Tax Lot 6.2 into two(2) parcels and to increase the size of Tax Lot 7.1,as shown on map of"Minor Subdivision of Michael Kaloski Plat",prepared by Stanley Isaksen,L.S.,last dated Nov. 15,2006,which map will be filed in the office of the Suffolk County Clerk;and WHEREAS,in consideration of granting subdivision approval,and as a condition of said approval,the Planning Board has deemed it to be in the best interests of the Town of Southold and the owners and prospective owners of said lots that the within Covenants and Restrictions be imposed upon the Property,and as a condition of said approval,the Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office,and WHEREAS,the Declarant has considered the foregoing and has determined that the same will be for the best interest of the Declarant and subsequent owners of said parcels. NOW,THEREFORE,THIS DECLARATION WITNESSETH: That the Declarant,for the purposes of carrying out the intentions above expressed,does hereby covenant,and agree that the Property shall hereafter be subject to the following covenants, which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs,executors,legal representatives,distributees,successors and assigns,to wit: 1. A portion of Lot I on the subdivision map is encumbered withea:Drainage-and' Conservation-Easemenm-Ag ternentYgranted by the Declarant dated 5/3 1/2007 and intended to be recorded in the Suffolk County Clerk's Office simultaneously herewith. 2. Declarant agrees to:a)refrain from clearing the Pxopertyept=to-the-exteri pt miffed bye Chapter240-49-of�the-.S-authrtld_Tow- C-ade,aand:(b)au tliin.areas-in whiceclearing-is-restricted,to remove only such trees and vegetation as are dead or extensively damaged or diseased. The clearing restriction shall not apply to those portions of the Property which are in agricultural production. 3. Grantor agrees not to conduct or permit any activity within�C-onservation Easexnentdarea which would change the.grade within the Conservation Easement area. 4. These covenants and restrictions may be terminated,revoked, or amended only at the request of the then owner of the lot with the written consent of the Town granted by a majority plus one of the Planning Board of the Town of Southold,after a public hearing In addition,any modification of the restriction contained in Paragraph 3 herein shall require the consent of the Highway Superintendent of the Town of Southold. `5 `Prior to any-conshuction activity,the project will require a Gener `Permit fox the stormy water ,=-ff.from eonstx-uctioWactMtt-(GP=02-01)adnruivstered1�y the New oik-Stfe-Depar-finent of.,,-T6nmental-Conservation under Phase 11 State Pollu 5iit-Disch kg6lElimination"System (SP-DE ),Rro 6. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT,its successors and assigns,and upon all persons or entities claiming under them. 7. If any section,subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall be adjudged illegal,unlawful,invalid or held to be unconstitutional by a Court of competent jurisdiction,the same shall not affect the validity of these covenants as a whole or any other part or provision hereof other than the pail so adjudged to be illegal,unlawful,invalid, or unconstitutional. .8. The aforementioned Restrictive Covenants are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or the Town of Southold to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. 9. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof,as though fully set forth. IN WITNESS WHEREOF,the Declarant above named has executed the foregoing Declaration on the day and year first above written. Howard , imon orrame 1.Simon Midhael Kaloski Irene Kaloski 7 9 ' STATE OF NEW YORK: ss.: COUNTY OF SUFFOLK: On July 3 4 . in the year 2007. before me the undersigned, a Notary Public i, g ry nand for said State, personally appeared Howard Simon and Lorraine I. Simon,personally known to me or proved to me on the basis of satisfactory evidence that they executed the same in their capacity and that by their signatures on the instrument,the individuals, or the person or entity upon behalf of which the individuals acted.executed the instrument. ABIGAIL A.WICK-HAM STATE OF NEW YORK: Notary public,State of New York No.52-4642871 :Ss.: Qualified in Suffolk County COUNTY OF SUFFOLK: commission-Expires Sept.30, On July 3rd , in the year 20( personally appeared Michael K COUNTY CLERK'S OFFICE STATE OF NEW YORK SS.: the basis of satisfactory eviden COUNTY OF SUFFOLK signatures on the instrument,t] individuals acted, executed the I,JUDITH A.PASCALE,Clerk of the County of Suffolk and the Court of Record thereof, do hereby certify that I have compared the anpexed with the original De laration RECORD in my office on ........ �a 'j., under LIBER.AtZ.j......PAGE....A�.77..7.....and,that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have here�uBto set my and an affixed the seal of said County and Court on this.1 .....day of G .,,20.!!'� Re%c&rpbkal 12-0245p.01/Wkd CLERK �� .C.G• NA tgr( � SCIAEDULE -A" All that certain, plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being at Cutchogue, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows. BEGINNING at a point on the easterly side of Alvah's Lane at the southwesterly corner of land now or formerly of Reinhardt and the northwesterly corner of land of Michael Kaloski; running thence along said land now or formerly of Reinhardt, the following two courses and distances: (1) North 48 degrees 54 minutes 30 seconds East,407.28 feet;thence(2) South 49 degrees 04 minutes 29 seconds East, 706.98 feet to land now or formerly of Batuelio; thence along said land,South 47 degrees 25 minutes 20 seconds East, 136.26 feet to land now or formerly of Kerrigan;thence along said land,South 42 degrees 51 minutes 20 seconds West, 429.52 feet to the easterly line of Alvah's Lane;thence along said line, North 47 degrees 08 minutes 40 seconds West, 885.78 feet to the point or place of BEGINNING. i 2 RECORDED Number of pages 20X--' Jan 18 10:10:50 AM .Judith A. Pafcale CLERK OF This document will be public SUFFOLK COUNTY record.Please remove all L D00012537 P 804 Social Security Numbers DT# 07-16708 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 5. 00 2. Additional Tax TP-584 Sub Total Notation SpecJAssit. or EA-5217(Counry) SubTotalC3 Spec./Add. EA-5217(State) TOT.MTG.TAX -:*N �/ Dual Town Dual County R.P.T.S.A. :.1 Comm.of Ed. 5. 00 ` Held for Appointment Transfer Tax Affidavit + Mansion Tax eiC rtified Cop 6,20 OWN The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. _ Sub Total 'a YES or NO Other _ Grand Total 'd0 If NO, see appropriate tax clause on pageq -ofthisinstrument. 4 Dist. I 1000 10200 0400 006002-P1602 5 Community Preservation Fund Real Property P T S Consideration Amount$ _ Tax Service R LPA A Agency CPF Tax Due Verification Improved 6 Satisfactions/D /Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land iTD MICgWI,ISSIFR,64RDOI16GFJISA,P.C. TD 19015 IIA01�0.P.a B�f 112{ j j• WIflROdR,I LI 11952 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title q B Suffolk County Recording & Endorsement Page This page forms part of the attached Grant of Drainage Easement and Conservation Easement made by: (SPECIFY TYPE OF INSTRUMENT) Howard Simon and Lorraine) Simon The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO -In theTOWN of Southold Town of Southold In the VILLAGE or HAMLET of Cutchogue BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over 1 lilllll 1111 I1111 Illll I111111111 lllll 11111 I111111111111 l llllll 11111 ii111 ilil llil SUFFOLK COUNTY CLERK RECORDS . OFFICE RECORDING. PP_GE' :. Type of Instrument: EASEMENT/DOP Recorded: 01/18/2008 Number of Pages: 8 At: '10:10:50 AM Receipt Number : 08-0005548 TRANSFER TAX NUMBER: 07-16708 LIBER: D00012537 PAGE: 804 District: Section: Block: Lot: 1000 102.00 04.00 006.002 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $24.00 NO Handling $5.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $-5.20 NO RPT $30.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $89.20 TRANSFER TAX NUMBER: 07-16708 THIS PAGE IS A PART OF -THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County GRANT OF DRAINAGE EASEMENT and CONSERVATION EASEMENT May, 2007, THIS indenture made this 315day of i+ttM89r,IM by and between HOWARD SIMON AND LORRAINE I. SIMON,residing at 27 Stacey Lane,Madison,CT 06443 (hereinafter"Grantor")and the Town of Southold,a municipal corporation of the State of New York,having its office at 53095 Main Road,Town of Southold,Suffolk County, New York(the"Grantee"). WHEREAS, the Grantor is the owner of a certain parcel of land containing 7.8 acres, more or less,of land identified by Suffolk County Tax Map number 1000-102-4-6.2; located on the east side of Alvah's Lane in the Hamlet of Cutchogue,Town of Southold, Suffolk County,New York, generally bounded northerly by land now or formerly of Reinhardt;westerly by Alvah's Lane; southerly by Kerrigan,and easterly by Reinhardt and Batuello,said land being depicted as"Proposed Lot 2"on a certain map prepared by Stanley J.Isaksen,Jr., licensed land surveyors entitled"Proposed Minor Subdivision of Michael Kaloski Plat'',survey dated June 11, 2002, last revised November 15,2006,which has received Sketch Plan Approval from the Southold Town Planning Board and which said parcel of land is hereinafter referred to as"the Premises";the Premises being more fully described on Schedule A annexed hereto, and 'WHEREAS,Grantor has permitted the Town to maintain a drainage pipe at the northwest portion of the property from Alvah's Lane for road runoff from Alvah's Lane through the swale on the Premises;and WHEREAS,the Grantee,for drainage purposes proposes to remove the drainage pipe and to construct,maintain,and repair a storm water drainage system,including leaching pool(s),pipes,rip-rap and culvert,in order to contain and direct storm water runoff from Alvah's Lane in the vicinity of the Premises into the swale on the Premises;and WHEREAS,the Grantor has agreed to grant to the Grantee a drainage easement to impose over and in the portion of the land of the Grantor as described above for such purposes and a conservation easement in a portion of the land as described herein; NOW THEREFORE, IN CONSIDERATION OF Eight Thousand Five Hundred ($8,500)and other good and valuable consideration paid by the Grantee to the Grantor,the receipt of which is hereby acknowledged. WITNESSETH: 1. GRANT OF DRAINAGE EASEMENT. The Grantor does hereby grant,transfer and convey to the Town of Southold,a drainage easement in gross,of the nature,character and to the extent hereinafter set forth,over and upon the portion of the Premises described in Schedule B. 2. NATURE OF DRAINAGE EASEMENT. The nature, character and extent of the drainage easement hereby granted is the right of the Grantee to enter upon the Premises at all reasonable times: (i) To install,create and maintain the Facilities in the Premises and to repair,replace or remove same as needed for the effective purification of road runoff and surface waters from Alvah's Lane in the immediate vicinity of the Premises. (ii) To perform such grading and'excavation and the planting of such vegetation and the installation of such facilities shall be required for the construction,operation,repair,replacement and maintenance of the Facilities,and for restoration of the Premises if required as a result of the drainage flow. This shall include,without limitation, a culvert under the driveway through the swale and such clean fill as shall be necessary to properly cover such culvert. 3. GRANTOR'S OWNERSHIP. The Grantor reserves the right to the ownership,use and enjoyment of the Premises to the fullest extent possible without unreasonable interference by the Grantee in the exercise of the Grantee's right granted herein. 4. DAMAGES AND INDEMNIFICATION. The Grantee further agrees to pay all reasonable damages to the premises of the Grantor or property damage(except as required for construction of the Facility)or bodily injury sustained as a result of the construction and/or operation of the drainage easement thereon by the Grantee. In addition,in the event any work performed by Grantee in the installation,creation or maintenance in the drainage easement creates an adverse effect on other property of Grantor or on any property adjoining or downstream of that of Grantor,Grantee shall rectify such adverse effect and indemnify Grantor from any liability incurred by it in relation thereto,including,without limitation,reasonable attorneys fees. 5. ADDITIONAL DRAINAGE FACILITIES. In the event that additional drainage facilities become necessary to properly accommodate the flow of storm water through the swale,as a result of the passage of water from Alvah's Lane through the swale,the Town agrees to install on its property or in the easement area such necessary facilities as may be necessary to properly accommodate such run off and curtail the flow on to neighboring properties,at it's own expense. 6. PERMITS. The Grantee further agrees to obtain all necessary permits from all governmental agencies necessary to carry out the operations contemplated by this agreement. 7. RESTRICTIONS. Grantor agrees to construct no fences,walls or the like in the drainage easement area,and to refrain from filling in the drainage easement area. 8. PLANTINGS. Grantor may plant in the easement areas provided Grantor does not change the grade or interfere with flow of storm water drainage,and Grantee shall not be liable for damage or destruction of such plant material as a result of operation of the Facility. Grantor is not required to prune,clear or maintain vegetation or trees in the easement area. 9. NO EXTENSION. The Grantee agrees not to connect the Facilities to any other storm water drainage system on Alvah's Lane which collects or directs water from the surrounding area. 10. CONSERVATION EASEMENT. In addition to the drainage easement granted herein,Grantor hereby imposes upon the portion of the Premises identified on the attached Schedule C a Conservation Easement running with the land. Grantor agrees not to conduc+or permit any activity within the Conservation Easement area which would change the grade within the Conservation Easement area. Such easement may be modified only as may be required by the Planning Board in connection with the approval of the subdivision,with the consent of the Grantee herein. 11. NON-EXCLUSIVITY OF EASEMENT. The grant of the drainage easement and the imposition of the Conservation Easement shall not preclude Grantor from granting fiurther easements to public utility companies,easements for vehicular access,or other purposes on terms which do not conflict with or interfere with the easements hereby granted. In no event,however, shall such easements permit the change of grade in the easement areas without the Grantee's prior written permission. 12. ENFORCEABILITY. The terms of this easement shall be enforceable by the parties by injunctive relief or any other remedy in equity or by law. 13. PERPETUAL EASEMENT. The rights granted herein shall continue and remain in effect in perpetuity. 14. MISCELLANEOUS. This Agreement and the easements and rights granted herein shall run with the land and be binding upon the parties hereto and their respective successors and assigns. IN SS WHEREOF,the parties hereto have executed this agreement the day and year;$ written abo -- WARD SIMON LORRAINE SIMON TOWN OF SOU OLD By:. S A.RUSSELL,Supervisor STATE OF NEW YORK) )ss.. COUNTY OF SUFFOLK) On tho�lrday of*MON YAvl� 2006,before me,the undersigned,personally appeared HOWARD and LORRAINE SIMON,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies)and that by his/her/their signature on the instrument,the individual,or the person on behalf of which the individual(s)acted,executed the instrument. #tPublic ABIGAIL A,VACKMM ow y-puft SwIll$affogt belt Gnaw $qL STATE OF NEW YORK) )ss.. COUNTY OF SUFFOLK) On the.3/ day of 2001r,before me,the undersigned,personally appeared SCOTT A.RUSSELL,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name is subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies)and that by his/her/their signature on the instrument,the individual,or the person on behalf of which the individual(s)acted,executed the instrument. Notary Public LINDA J COOPER NOTARY PUBLIC,State.of New York RE/easedrainrev NO.01004822563,Suffolk CourtV 'term Expires December 31,20 SCHEDULE A DESCRIPTION OF PREMISES: KALOSKI ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Cutchogue,in the Town of Southold,County of Suffolk, State of New York,bounded and described as follows: Beginning at a point on the northeasterly side of Alvah's Lane, at the southwesterly corner of land now or formerly of Reinhardt,said point of beginning being distant North 47 degrees 8 minutes 40 seconds West,2,876.78 feet,more or less, from the intersection of the east side of Alvah's Lane and the north side of Main Road(New York State Route 25); From said point of beginning,running thence along land now or formerly of Reinhardt, North 48 degrees 54 minutes 30 seconds East,407.28 feet to a pipe; Running thence along said land now or formerly of Reinhardt,South 49 degrees 4 minutes 29 seconds East,637.20 feet to a point; Running thence South 42 degrees 51 minutes 20 seconds West,226.47 feet; Running thence North 47 degrees 8 minutes 40 seconds West,200.00 feet; Running thence South 42 degrees 51 minutes 20 seconds West,200.00 feet to the easterly side of Alvah's Lane; Running thence along the easterly side of Alvah's Lane,North 47 degrees 8 minutes 40 seconds West,479.78 feet to the point or place of BEGINNING. tf 1 SCHEDULE B KALOSKI DRAINAGE EASEMENT ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being at Cutchogue, in the Town of Southold, County of Suffolk, State of New York, bounded and described as follows: Beginning at a point on the easterly side of Alvah's Lane,distant 2,642.18 feet from the intersection of the east side of Alvah's Lane and the north side of Main Road(New York State Route 25), said point of beginning also being distant South 47 degrees 8 minutes 40 seconds East,34.60 feet from the southwesterly corner of land now or formerly of Reinhardt; From said point of beginning,running thence North 64 degrees 55 minutes 26 seconds East, 159.20 feet;running thence South 43 degrees 9 minutes 19 seconds East,89.60 feet;running thence South 60 degrees 45 minutes 4 seconds East,45.42 feet,running thence South 27 degrees 42 minutes 4 seconds West,50.07 feet;running thence North 60 degrees 45 minutes 4 seconds West, 55.38 feet;running thence North 43 degrees 9 minutes 19 seconds West, 61.06 feet;running thence South 64 degrees 55 minutes 26 seconds West, 102.66 feet to the easterly side of Alvah's Lane;running thence along the easterly side of Alvah's Lane North 47 degrees 8 minutes 40 seconds West,53.95 feet to the point or place of beginning. SCHEDULE C KALOSKI CONSERVATION EASEMENT ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Cutchogue, in the Town of Southold,County of Suffolk, State of New York, bounded and described as follows: Beginning at a point distant the following four(4) courses and distances from the southwesterly comer of land now or formerly of Reinhardt and the easterly side of Alvah's Lane: 1. Running along the easterly side of Alvah's Lane, South 47 degrees 8 minutes 40 seconds East,34.60 feet to the northwesterly corner of a Drainage Easement granted to the Town of Southold; 2. Thence along the lines of said Drainage Easement,North 64 degrees 55 minutes 26 seconds East, 159.20 feet; 3. Thence further along the lines of said Drainage Easement,South 43 degrees 9 minutes 19 seconds East,89.60 feet; 4. Thence further along the lines of said Drainage Easement,South 60 degrees 45 minutes 4 seconds East,45.42 feet; From said point of beginning running South 60 degrees 45 minutes 4 seconds East,26.11 feet;running thence South 88 degrees 14 minutes 14 seconds East, 75.53 feet; running thence South 57 degrees 49 minutes 45 seconds East,281.66 feet;running thence South 42 degrees 51 minutes 20 seconds West,60.00 feet;running thence North 47 degrees 8 minutes 40 seconds West, 107.24 feet;running thence North 70 degrees 11 minutes 50 seconds West, 227.96 feet;running thence Nordi 60 degrees 45 minutes 4 seconds West,28.98 feet;running thence North 27 degrees 42 minutes 4 seconds East,50.07 feet to the point or place of beginning. Misc/desekal 5 .p? Y T E 'T HOLE rpa s e "SUBDIVISION MAP FOR" ARDT N/0/F OytF�FS,QpQ FILEDRINCHE OFFIRD CE OF THECLERK OF EL 38.0 RICHARD S Fy P SUFFOLK COUNTY ON AUGUST 16, 1999 AS REINHARDT ° V9. �o�s FILE No. 10325 BROWN SILTY ^3,, s o1r, F� PROJECT LOAM OL u _ 1p;o ,��'b }''ry�l 9���9•, LOTS 1&3 OF"RICHARD REINHART" LOCATION 2.0' ® �(� i �I ! I� � -�7�F SUBDIVISION,THERE ARE NO CESSPOOLS c BROWN SILTY L'- zee _ 3� WITHIN 150'OF WELL. ,9 G SAND WITH2O% �, z, � SANITARY NOTES: GRAVEL SM 3 0 AUG 2 9 2 �4 1�g1�� z6 .� _ \\ \\ p°Pa� 1. SURVEY BY NATHAN CORWIN DATED MAY 12,2022. 9'y0/ 2. 5 BEDROOMS ARE PROPOSED FOR THE RESIDENCE. �F Town of soI 6 \\\ \ / ryeF`/ryy pGl p� 4, TOTAL LOT AREA AREA=88,329 S.F. PALE BROWN � �� \ / __ , ry aG TO COARSE °° �� ��� /\ ,' // ,/ /ry` c� oG�P�, 5. EXISTING TOPOGRAPHY REFERENCES THE NAVD'88 SAND DATUM. //SW i i / �Lr was fob 6. THERE ARE NO WELLS WITHIN 150'OF THE PROPOSED SEWAGE DISPOSAL SYSTEM. ADJACENT WELL LOCATIONS 6:2 tCc• FROM MICHAEL KALOSKI PLAT DATED JUNE 11,2002. `t5� x22& ` x2 2 I e o l 17 m x -_ I 150.0' // / I t 0 7. THERE ARE NO WETLANDS WITHIN 300'OF THE PROPERTY. MP�N R TEST HOLE PERFORMED AUGUST 12, aezJ. 2002 BY MCDONALD GEOSCIENCE o �\ �����X� /I �}�. LOCATION MAP NO GROUNDWATER ENCOUNTERED a TEST HOLE FROM MINOR z \\ SPIGOT TO BE`\\ I - l i' ' o�� ,� 3 \ ABANDONED .A ---- i r' ��t�F N6 1"=600' SUBDIVISION MAP-FROM MICHAEL �'� zs__ �\\�\\ �,U.G.ELEC.� i •�i �• h�' KALOSKI PLAT DATED JUNE 11,2002. � ��- x 1W,29.5\\\\\ `\\ \ / 9c�i -_°�_�� x2Q44 v C I � .a - \ tx2c.s / Qo PROPOSED ' jnsp� ted I I ( �• s�; r� zs.5 \\\\\\\\;\ \\ I\ •spa 'WATER SERVICE / a teP Llne(S) ` S, ��� Se yG�S• 32- - �\ \ \ x \ 1 t \ \ t. 0� '`t�v�. \F"` _ \ \ t ( county ®eP t pdvat c�1� U \ x/ 2t u o'fa \ y x 8'0 X 6'DEEP \so.e io u e �j I + a' $ , -� ` o - \ , TW _ Call s5�- tiv ��v ,� 34, afp`yll TII II , LEACHING POOL c \ / _ / �A grheQUje$�15� !- � �`°�\' 0 4A� G°� yOs `motII/I 1 I � cl0'MIN. IBW14.0 , o� \ /. , yG > Q og`fi fq � I I loq �q t \ a •'\ �eF ALL LEACHING POOLS SHALL BE PLACED [� 1 150.0' / �. I I I o 0 1 t \ x \ EX.WELL TO BE IN ACCEPTABLE LEACHING SOILS AS f6j Y USED FOR APPROVED BY THE SCDHS. IN THE EVENT qq �x POOR LEACHING MATERIAL IS IRRIGATION ENCOUNTERED,EXCAVATION IS TO BE g CONTINUED TO SUITABLE MATERIAL AND \ ° BACKFILLED AS DETAILED. CUTTING 8'0 X 6'DEEP 50/o EXPANSION 9?t t y ` ` �'`'�" LEACHING POOL RINGS MAY BE REQUIRED._ - _ z3u z z, WATERTIGHT FRAME&COVER WI \ /SG�' f\\ fpw, °� °OSF\\ \ �• °sF T -_-�; `' \FEL.36.0 APPROVED LOCKING DEVICE f \ �' \ =.q�O -- CONCRETE COVER MORTAR FROST CONCRETE COVER \ \ ytp f \ .// \ F° \ \ c \ \ 1�o __ y` v zs:ax ` s4 °� \V g `zs BELOW GRADE PROOFING 24"0 PRECAST CONC.RISER BELOW GRADE ► a �� j 2,000 GAL. X\4 °y �`cF @ -� E EL.26.0 EL 24.0 RINGS(12"MAX.HEIGHT) EL.21.9 ► O 1 ` EAR EL.26.0 R ° �` QQ� \\ ► � EEP PRECAST - �. \ �_/ 1_ -` ` 2ge CLEANOUT 1'MI 24" TRAFFIC BEARING SLAB T min. (.) .�' �q` \ I ` \TW 34.0 -� 2'M 2'Max INSTALL a \SEPTIC TANK \\ ZO `--_BW _ _ 30 0" 4"PVC WASTE LINE DUMMY l S' m f _ - -;' �s _ s, 4 SANITARY WASTE PIPE PITCH Ye INCH PER FOOT RINGS AS �' f �'• I °� PROPOSED ELEC:___ 4i`'Qz d' 33 NECESSARY 4 g ° f 37.0' x �.y �' PITCH 114 INCH PER FOOT a INV EL.20.5 ` ERVICE c.FL x -3a z w TO BRING ® z INV EL.24. INV EL.21.0 0 < g o INV.EL.20.2 PROPOSED ° \ \\ \\ 33 10 MIN. - 24' 8'MIN. 4" STRUCTURE NROPOSE ?_ EX.WELL TO BE 4" o EL.16.5 C.o 92 RIVEwA ---3sABANDONED TO GRADE , "� .91 F \ 10'DIAMETER &DIAMETER " SPIGOT TO BE '! " ABANDONED PRECAST SEPTIC TANK DETAIL Z INV.EL,14.2 fl i a _ e �,Y LEACHING POOL DETAIL O i HIGHEST EXPECTED GROUNDWATER ELEVATION 11.2 PER USGS WELL NO. S 53324.1 ih - - - - - - - - - - - -- - - - -- -- - - - - - - - - - - - - - a I ° ,�� 4 ¢ Health Department Approval Stamp r SANITARY SEPTIC SYSTEM PROFILE < O Plans are prepared by Condon Engineering,P.C.It is a violation of the New York State Education Law,Article 145, 2O .\ f ��ti ��S �a�4�O4 NOT TO SCALE Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item In any way.[fan item bearing the seal of an Engineer,Architect,or Land Surveyor is ahered, r_I:�! T tI •f '. ° 6' �� D■�' Q� \`�� the afledng Engineer,Architect or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed o\'``° r SCTM'1000-102-4-7.2 by his/her signature and the date of such alterations,and a specific description of the alteration. ° \ JROPOSED RESIDENCE JIiN 2 4 2022 \w �,. SCALE AS SHOWN Condon Engineering P.C.PC LOT1MINORSUBDMSIONOFMICHAELKALOSKI \! \� MUST Drawn by 3JC 1755 Sigsbee Road PLAT No.11612 FlLED 3I2212008 a Pr r r �'ICES SITE PLAN ° a,99/ R��'� LATERAL iv+`'�T BE Date:12/112019 Mattituck,NewYork11952 1700 ALVAH'S LANE, PM1 Ivy�I� n2022 COMM. (631) ) Fax ax CUTCHOGUE, NY 1,rr,� SCALE: 262o2oSCDHScOMM www.condonenginee6ng.com W�A' p J ON FSURVjY 1v SHOWN 6/ 2 REV.BLDG 6123122 REV.BLDG SANITARY PLAN SURVEY OF LOT 1 PROPOSED MINOR SUBDIVISION OF MI C HAE L KALO S KI PLAT DEC 202 FILE No. 11612 FILED MARCH 22, 2008 te SITUATE r` "T G BUlc ING UEPT. 2 0 o"qG o 'j�' �d TOWNI 0FS0U,P-" 3'r) CUTCHOGUE TOWN OF SOUTHOLD ��-�� zo?, a '999��r� �o SUFFOLK COUNTY, NEW YORK r S.C. TAX No. 1000- 102-04-7.2 °�;o�o 0o SCALE 1 99=40 s `'o� APRIL 26, 2016 "� MAY 17, 2016 ADD ADDITIONAL NOTES MARCH 3, 2020 UPDATE SURVEY JUNE 9, 2021 ADD PROPOSED HOUSE JUNE 5, 2022 ADD TOPOGRAPHY S JUNE 22, 2022 REVISE PROPOSED HOUSE o 90 OCTOBER 31, 2022 FOUNDATION LOCATION �'� 6 AREA = 88,329 sq. ft. D��• �s '�8`� 2.027 ac. Opp r F Hof, CERTIFIED TO: NEIL A. ROUSSO SANDRA ROUSSO �,pq3' sr1% d�y�yLr�, FIDELITY NATIONAL TITLE INSURANCE COMPANY y04' y0 `� �s, <"�o 0cz,ems, � a NOTES: �''� 1. THIS PROPERTY IN IN ZONING USE DISTRICT: A—C (AGRICULTURAL CONSERVATION) �r-0��',� 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: — FIRST FLOOR — GARAGE FLOOR lee s �4, �/ ,• hry \ o o�o• o � V �•e •,\: ' I � {o+c+oo�A o~' '20• ,��aGA,�F °`t. o e � f�'o�� ''�', •¢."1 •'• • e.�: ���0 1'� 03, "�`�l��G"OVk• .fig• � /•,f G�'G� '�IS � ay 4\ o �� o ryy ':3�r 1oM �4f �yy�S, 2.0' �f(O \•.\ 00O� N UNEIfmAVATED I`n' \ �✓ Ct 4. . . \ O G �cF �g 6i, i • 'po A •sue, PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 4 Lim. No. 50467 .. RO A UNAUTHORIZED ALTERATION OR ADDITION AI� Corwin III TO THIS SURVEY IS A VIOLATION OF Nathan Taft SECTION 7209 OF THE NEW YORK STATE Land Surveyor EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF LOT 1 PROPOSED MINOR SUBDIVISION OF MICHAEL KALOSKI PLAT FILE No. 11612 FILED MARCH 22,2008 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-102-04-7.2 9�• SCALE 1'=30' 'Fig \ °q 2016 n, MAY 2016 2ots ADDD ADM710WJ.NOTES •y •Yry'f� A ANRCH J.2020 UPDATE SURVEi' 'JUNE's 2022AADD T� PPW OPOGRA O JUNE 2ER 2.2d22 REVISE PROPOSED HOUSE�� DCTO JUNE 12.2024 FINK.SURVEY LOCATION �0 off AUGUST 23,2024 UPDATE FINAL SUWEY PER SCDHS NOTICE/1(07111/2024) OT A •U'P¢ of, AREA-88.329 rrq.ft. 10 a 01 1'•, 2.027 ac. .T osF a /OJw'J C° G �b CERTIFIED TO- NEIL A. ROUSSO SANDRA ROUSSO FIDELITY NATIONAL TITLE INSURANCE COMPANY S'90 b^ 6 Oy. 4 �b�t10S, brlro d ...� 9)829s .40 O� Os NY yo 4� 10I•�� WELL h SEPTIC SYSTEM TIE MEASUREMENTS +.. •., '� wg• fQ' � ^i °A�z�, t cr �""' j � HOUSE NOOSE CORNER QA CORNER FS SEPTIC TANK p1""l 'F "q� a •`pie / • �1 OUTLET COVER 34' 42' ti \'� 4 \ A ./h LEACHING POOL "• AJ --- 4i _� P- COVER 1 65' 61' .. •. �64b� NNN1 a 'A„r°°'°'"°a LEACHINGG POOLCOVER 51 57' Oe� � .+ COVER 3 LEACHING POOL ep' •- /y R 81' 74' •� R¢ ���.,.zv" ar 298' 306' ••7 '7y bbb Y� v 9( � p A , . :a a 10 t. 'J2• r ! 9/•P A �s•g. 25� AZT g,0 A� 10 e1°wA w.°R*wN�� am�rw�"iwn w�iK NEw raa n rt SUFFOLK COUNTY DEPARTMENT OFHEALTH SERVICES aPrsoFTMlam>Yw"No Ewww APPROVAL OF CONSTRUCTED WORKS FOR CfRIN1G,IdL!NdGTOI,oecN swL RUI ASINGLE FAMILY RESICENCE ,n<E�„N, Mw Air No .Nn mNw o NG�N. Date-_... .1/vzs _ HS.Ref No.-_,-- R-z0000s /o "ttEUER°is°wnR ai�nir The sewage disposal and wafer supply facilities at his location have been ANY.NOT 11NIWN ARE NOi DUMAXTEEp. inspected and/or certified by this Department or otter agent es and found lobe satisfactory FORA MAXIMUM OF --G BEDROOMS. ""'w'm N To©mwkE wRN Nc = Nathan Taft Corwin III '/J� mrA.nnm ron m�E sua�As meusNm _�/�� Fon sua usE m TNF Nkw roNc nAre uw m�A Land Surveyor Jonathan Pai P.E. J`�E OF1NEw 4� Ofhce of VVaatewater f•A anagement Sueaaor T.slw.i J.Nalmen,J..LS. etAFipo••to�. Jaeph A gegw LS. N! ''•f?_ mN s„„"—SeJN;aonA—SR.PA—— Ca0 ft am LqL�wI r( t*= PHONE(631)727-2000 F.(631)727-1727 •�` OFFICES LOGTFD AT N4LP10 ADDRESS F L(10 t366 n NOC. P.O.WA Is ° P JmN ISS6 Win York 11647 Jamwparl,Nw Yak 11947 F11 EI NYS Lk N 60167 E-Wil:NG—WO.W.— SURVEY OF LOT 1 PROPOSED MINOR SUBDIVISION OF MICHAEL KALOSKI PLAT FILE No. 11612 FILED MARCH 22, 2008 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 102-04-7.2 SCALE 1 "=30' �Fo APRIL 26, 2016 MAY 17, 2016 ADD ADDITIONAL NOTES MARCH 3, 2020 UPDATE SURVEY ti F �jC �dl JUNE 9, 2021 ADD PROPOSED HOUSE �d �0 JUNE 5, 2022 ADD TOPOGRAPHY �C Gs��F<Q� SRO JUNE 22, 2022 REVISE PROPOSED HOUSE O OCTOBER 31, 2022 FOUNDATION LOCATION JUNE 24, 2024 FINAL SURVEY /999FC�rgA,�,D AUGUST 23, 2024 UPDATE FINAL SURVEY PER SCDHS NOTICE #1 (07/11/2024) AREA = 88,329 sq. ft. /��p�d?,� 2.027 ac. O?' ,I,°SG�� ?s CIO, ��- CERTIFIED TO: NEIL A. ROUSSO SANDRA ROUSSO FIDELITY NATIONAL TITLE INSURANCE COMPANY �3s S o��cF �19. O 10 e�0� O>> F � r ' lam c� .e ''Pe� o?, O 00 k°*, ��\ C�r 0- Y NV V �.� 4&A'�YQ�° `ZOO To y0 ,y �Q- s. F otia�r \ ��J�� , J i oo 0164 0- ,•a. � W ��?•� ryi �. ti o O s � e ,A:e . �' �4�iF WELL & SEPTIC SYSTEM TIE MEASUREMENTS .\ . DRAIN­,, ��7 !.7. �'� h ^OQp a' o� �--� ° ° GSF aa�• �•` ' ,��,y �P�/ S HOUSE HOUSE ova ¢c CORNER FA CORNER as .e•' \ .y • o• ,y a,a \ ��`°� Doti ��'o ''�• 9��cF ,,oh xsq� yy SEPTIC TANK 34' 42' 4 DRNN-y iOopcy �� F0 � OUTLET COVER �, aEACHING POOL , e a \ *�o W sfo STEPPING ALK a ��t \ �°r Al COVER 1 65 61 �� �\ DRAINS -- 20, 71' 2.0' � 00 LEACHING POOL $ O�' o N uNRCONDmONER o COVER 2 51' 57' 7r0.,, '\ _ '" W w LEACHING POOL 61' 74' lvo e \ W � .pr. 'd:. COVER 3 WELL 298' 306' Iro e . . n QL, •del z .• %•. ,.• .. \ ` 508 Z rn V 4 • �� � 10 .M \ °` '� a 0 1� 06 4 .d'' v .4 a., a •a. 'a • �O �9 9'r, 'moo O UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 761E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE THE MINIMUM Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYSEYS AS ESTAB H //�BY THE L.I.A.L.S. AND APPROVED AND FOR SUCH USE BY THE NEW YORK.S1ATF ,N� i mLE Land Surveyor AssoclATloN. �®^;® �(��.. . .Fly��i�, . NI..? of Successor To: Stanley J. Isaksen, Jr. L.S. -• �_�: Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout 'I v PHONE (631)727-2090 Fax (631)727-1727 ♦`` MAILING ADDRESS ` Pr•�v; , > OFFICES LOCATED AT 1586 Main Road P.O. Box 16 .'"f, Jamesport, New York 11947 Jamesport, Ne;. York 11947 N.Y.S. Lic. No. 50467 E-Mail: NCorwin3®aol.com r 94'-3Yz" TYP EXT. J 13'-5" 6'-3" 41'-5'/z" 33'-2" SILL PLA LADDER&STEPS R310.2.3.1 _____ WINDOW WELLS WITH AVERTICAL DEPTH GREATER THAN 44 INCHES I 1 81_O�I — w SHALL BE EQUIPPED WITH PERMANENTLY ' ' TYPICALANCHOR BOLT -R403.1.6AFFIXED LADDER OR STEPS USABLEWITH THEWIPJDOWINTHEFULLOPEN "---"""'-"---"""---"-'----"------------------------------------------------------------------ MAXIMUM SPACING: 1/2"@72"O.C.EMBEDMENT OF 7"WITH NUT&Wx3"WA-----------------------------POSITION. RUNGS SHALL HAVE AN2 BOLTS PER PLATE AND HOLD AT LEAS INSIDE WIDTH OF AT LEAST 12 INCHES ; ,________________________________________________________ -------, ; ONE BOLT-12"MAX AND 3-1/2"MIN OFF SHALL PROJECT AT LEAST 3 INCHES , , � ENDS OF PLATES. FROM THE WALLAND SHALL BE SPACED ; O'_91/Z" NOT MORE THAN 18 INCHES ON-CENTER - ' ' 11 1 MAINTAIN REQUIRED SEPARATION VERTICALLY FOR THE FULL HEIGHT OF °P ' z ' v TYP.CONC. FOUNDATION DISTANCE FROM ALL HEAT ; z ; ' PRODUCING EQUIPMENT TO z_ THE WINDOW WELL. o ; ; COMBUSTIBLE MATERIAL AS PER Q BARS.GRILLE s.COVERS R310.4 ; ; ~ ; ; MANUFACTURER'S SPECIFICATIONS ; ; ANCHOR BOLT DETAIL I 1 AND LATEST MECHANICAL CODE. I 1 BARS,GRILLES,GRATES OR SIMILAR ---------------- EXTERIOR PATIO SLAB ' DEVICES ARE PERMITTED TO BE PLACED 6"4000 PSI CAST-IN-PLACE SLAB OVER EMERGENCY ESCAPE AND RESCUE ,_ -, ' I SCALE: 1/2"= 1'-0" --------------- OPENINGS PROVIDED AS FOLLOWS:NET I �- W/6X6 w1.4/w1.4 WELDED WIRE MESH I I I - F------ ------------ --------------�--------------�2X82SL�1.------------------- TYP EXT.WALL CLEAR OPENING SIZE COMPLYING ; I ON GRANULAR COMPACTED FILL. '-'-''''"'---'-'''- WITH R310.1.1 'TO R310.2.3 AND SHALL ' PITCH SLAB AWAY TO DRAIN - BERELEASABL.EORREMOVABLE \ „ - ------ --------------------------------- ------------------- 1 I FROM THE INSIDE WITHOUT THE USE N 4 SLAB OF A KEY,TOOL,SPECIAL KNOWLEDGE LEDGE \ OR FORCE GREATER THAN THAT REQUIRED 5'-1 O'"' f ' ' 41'-2'/z' a0 " UFo_7 �� TYP.FLOOR CONST. 31 -10 FOR THE NORMAL OPERATION OF THE _ ESCAPE AND RESCUE OPENING. ; ; ; ; GAS BOILER UO i •- ----------------------------------------- --------------- ----------------------------------------------------- ------ _ I I (2)2x6 P.T.SILL PLATE W/MIN, --- i i uO TYPICAL ANCHOR BOLT -R403.1.6 'CO, , , i - (0 HEAT NG SYSTEM p MAXIMUM SPACING: 1/2"@ 72"O.C. N ' ' ------- ------------------------------------------------------ -------- in cn ' EMBEDMENT OF7"WITH NUT&WASHER. ----------- ---------------------'-------- T•1-• '. --'-""--' i i 1 1 INSTALL IN COMPLIANCE 2X4 FRAME AROUND ; �' STAIRCASE FROM FLOOR 2 BOLTS PER PLATE AND HOLD AT LEAST W/RESIDENTIAL,ENERGY v, ONE BOLT-12"MAX AND 3-1/2"MIN OFF _ 1 I &MECHANICAL CODE p ENDS OF PLATES. L N TO CEILING. TREATED SHOE ' ' _ 4 PLATE AND GYP.WALL BD SHIELD&SILL SEALER TYP. + O ' o ' ' ' O INSIDE FACE OF WALL MIN. ' In 1 I 19'-3" r I I 13-4Yz' " — 11 - 0 .;., ' ' 13 6 13-6 2'9 TYP.CONC. FOUNDATION zo ; 1 -1 1 „ -� AT RAILINGS. HANDRAILS p ; i Cn in \ 5/s zo 34"-38"ABOVE NOSING. CO ' R302.7 UNDER-STAIR PROTECTION 4"SLAB -LEDGE - ' ____ __ ____________________ __ ____ ______ _�_; ; c0 = �_;___, _ ENCLOSED SPACE UNDER STAIRS THAT �� - - ANCHOR BOLT DETAIL ' - ; (3)1-3/4"xi 1-7/8"LVL ; ; ; ; IS ACCESSED BY A DOOR OR ACCESS j e•' _T___________ LO____________________I___ __1____________ ___________________1__ __I...____________..__....____ _____1__l __I_..__ �__ _-____________ _____1___ I PANEL SHALL HAVE WALLS,UNDER-STAIR ♦',' \� �`, r �8,, SCALE: 1/2"= 1'-0'1 -1----------- --------------------�---Q--T------------ -------------------T-- ------------------------------ -- --+ ---�---- -- ---- SURFACE AND ANY SOFFITS PROTECTED U ` ' ' - ' ' ON THE ENCLOSED SIDE WITH i ---- -- ------------------------------------ -------------- -----' `------ :_ �_� 1 -- - 1/2INCH GYPSUM BOARD. , ' ♦ `` ��J � � ; ; � ; � (3)1-3/4"x11-7/8"LVLCD CO -------------------- rI 1 p p ' ' I _ -- -------------------------------—---r'�_r `` ` S(, cD TYPICAL INT.FOOTING/COL o U ___ �� 1 INDOW WELL R310.2.3 - ' e R-15 BATT `,' . r 30"x30"x12"THICK cv UNFIN. BASEMENT O -__• ~ CAST-IN-PLACE CONCRETE CD ` HORIZONTAL AREA SHALL BE FOOTING W/3-#5 REBARS N N , �_______ INSULATION ` ' MIN 9'-0"SQ FT.WITH A Cl) AS PER SECTION R506. .�. E.W. 4" CAST-IN-PLACE CONCRETE '' N = ' ------- 1�0 76, i 104 HORIZONTAL DIMENSION n _J ' I OF MIN T-0"TO ALLOW FOR O 4"DIA STEEL COLUMN SLAB W/6 MIL VAPOR BARRIER p '� Z - - SMOKE "}�� ` -------- _ S' lQ -- ---- - cv t0= EMERGENCY ESCAPE AND o ` > ' ' o ! _ ___ _ ___ SU ALARM `_\ ','� �`, `, ° ' RESCUE. LADDER SHALL BE ` J ' ' -_-_-_ 7777 __-_-_- ` ��II •= PREMITTED TO ENCROACH O in _O in "7 NOT MORE THAN 6"INTO LL N LL I 1 _____ O I J N i i 0 - -- --- _ \ CO ALARM �.' <Y♦'� \`\ .`\ '�. \,\ REQUIRED WINDOW WELL 00 _' is ' ' _ e '� ` DEPTH. cV - rYr i CO CAD FINISHED UP .','\` rL \`� \`` + \ � � ; ; � VESTIBULE 18R ii CO I 1 Cl) ih , ♦ `J ♦ . '. , �a� Lip 13 % O WS/INSUL WS/INSUL _ 12 I -------------------------- 3 13/4"x11718"LVL •-r�--- -- - ------ ------------------- --- -. + ` i i (3)1 3/4'x11 7/8"LVL �r I ( ) 1 I I /00 \`� ' N. ------------------------ -- ----------------------------------------- 1 1 ' o \` OfCr ♦♦ ♦ `\ `\ I . -- --._-_- ----- ----- ------------------- � •------------------_--_- ----------------• --'---------�+�r$rt---- ----?'-�---+ ' .---------------------- `----' ---- --------------- --------- . lr ♦ ``. ``\ ' 4"SLAB - I I LEDGE �t a 4'; M 4"SLAB N ; 4 _ �. _ 4"SLAB �`\ `\ �6' ,' ,' \``\ `�`\ ' LEDGE ' LEDGE --- --------------------------------------------- - ---- - `. ` `, 0� ,' ,' `. •, `. � 7'-11Yz" 13'-811 - ---------------- 12'-811 ------------ in 13'-11 3/32" \ `o EXTERIOR PATIO SLAB ---- --------------------------------------------------- --------- 6, 4000PSICAST-IN-PLACESLAB ---------------- ------------------- ' 'n W/6X6 w1.4/wl.4 WELDED WIRE MESH 'n ' \ ` ---------------------------------------- ------------- ON GRANULAR COMPACTED FILL. .----- ---------------------- - PITCH SLAB AWAY TO DRAIN -------- -------------------- ` .----- -------------------------------------------- u•. 4"SLA UNFIN. BASEMENT LEDGE ` O \ -------------------------------------------------------------------------------------------------------------------- �` �' '♦ AS PER SECTIONR506. % N. 4" CAST-IN-PLACE CONCRETE /' SLAB W/6X6 W1.4 X W1.4 WWM ON 6 MIL VAPOR BARRIER, 22'-9" 39'-4" 10'-7'/811 A B ^ ``, ``, ,'� ,'' (2)ANCHOR BOLTS D Off/ IN EACH CS-PORTAL FRAME WALL ABOVE ,' \ / Y SECTION-SEE DETAIL 3 ON PG 2 N. N. 9'-0" FDN WALL ` (2)ANCHOR BOLTS FOUNDATION PLAN IN EACH CS-PORTAL ><' FRAME WALL ABOVE SECTIN-SEE Structural Note: SCALE: 1/4" — 1'-0" �,' DETAI�3 ON PG 2 '♦'' ALL STRUCTURAL WORK SHALL SO•♦ At? COMPLY WITH APPENDIX J �U F� \ DROP TOP OF CONCRETE SECTION AJ601.9 � � p � .•� J �/�, Mechanical systems AS REQUIRED FOR GARAGE DOOR,SEE PLAN THE MECHANICAL SYSTEMS SHALL FOR GARAGE DOOR SIZE � k BE INSTALLED IN ACCORDANCE WITH APPENDIX J AJ601.10 Plumbing Note: C_ x ALL PLUMBING SYSTEMS SHALL BE ^ INSTALLED IN ACCORDANCE WITH �,"51 APPENDIXJ SECTIONAJ601.11 TYPICAL FOUNDATION - 9'-0" WALLS jQ' �Y� °_ Electrical Note: ( ) TYPICAL ANCHOR BOLT��- IR403.1.6 �jj'' ,' ROUSSO RESIDENCE o IN ACCORDANCE WITH CHAPTER 4 MAXIMUM SPACING: 1/2 @ 72 O.C. EMBEDMENT OF 7 WITH _= z \ \ / I 6 ALL ELECTRICAL EQUIPMENT,SERVICES „ „ S; `, `, AND WIRING SHALL BE INSTALLED 10 CAST-IN-PLACE WALL WITH NUT & 3 SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST jj/, % ,'-`, a IN ACCORDANCE WITH APPENDIX J HORIZONTAL REBAR: PER TABLE R404.1.2(1) ONE BOLT - 12" MAX AND 3-1/2" MIN OFF ENDS OF PLATES. '' 1 700 Alvah s Lane SECTION AJ601.12 Greater than 8 foot Wall Height: One #4 bar within _ 3 1. Walls 24 inches total length or shorter connecting offset braced wall CutChO ue NY = y y Fire & Life Safety Note: 12 inches of the top of wall and One #4 bar near 91 9 g �r ALL SMOKE ALARMS,CARBON the third points in the wall story. panels shall be anchored to the foundation with not fewer than one anchor bolt o MONOXIDE ALARMS OR VERTICAL REBAR: PER TABLE R404.1.2(8) located in the center third of the plate section and shall be attached to adjacent AUTOMATIC SPRINKLERS SYTEMS OCTOBER 28, 2020 ** braced wall panels at corners as shown in Item 9 of Table R602.3 1 Fastening Schedule SHALL BE IN ACCORDANCE APPENDIX J #5 @ 41 inches on center. p ( ) ( 9 ) ON 24" x 12" CAST-IN-PLACE CONT. WALL FOOTING, so, 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE 2. Connection of walls 12 inches total length or shorter connecting �y'° ROBERT JAMES HIGGINS SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND offset braced wall panels to the foundation without anchor bolts shall be permitted. ARCHITECT TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP The wall shall be attached to adjacent braced wall panels at corners as shown in FOOTINGS 1 V TO 2H . Item 9 of Table R602.3(1). ( Fastening Schedule ) 50 Hidden Acres Path Wading River,NY 11792 631-208-3351 Rarchibob@aol.com 94'-3'/z" 20'-3" el 40'-10'/z" 33'-2" II F\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6X6WOOD POST I ---------------------------------------- -------------------------------------- ------------------------------- TRIMT012X12 ----------------------------------- -- ---------------------------------------- ------------------------------- WITH AZEK I (3)1-3/4"x 9-1/4"LVL (3)1-3/4"x 9-1/4"LVL (3)1-3/4"x 9-1/4"LVL I ♦ ° d ' \ + Qr ------------- ���� -N COVERED WU) �+ M - —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — PORCH � p ^�"1 1 v TW3052-2 TEMP GL TW3052 TW3052 (3)1-314"x 9 114"LVL \ MASONRY Q Z 6� / I - \ +rp \ W FRAMER TO VERIFY/CENTERLINE& a (2)1 3/4"xii 7/8"LVL 2-2x1D 2 2x10 +r _ 'Sip N cc °, HEIGHT OF WIND OVER KITCHEN I II _ LO \py�A \ X, SINK WITH KITC EN LAYOUT PLAN 5"5 '-6" PROVIDED BY�ILDER. I 1 � 51/211 I L? - — — — — — — — — — — — — — J ; �? NLGD12080-4 NLGD12080-4 TW2046 �'�TW3046 'b" TW2046 "\�" WALLABOVE 1_ _ _ _ _ _ _ _ BEDROOM #1 N - (3)1-3/4"x 18"LVL (3)1-3A"x 18"LVL ----- bo VAULTED CEILING / o m JYJ ---- ---------- \2 2�70I (2) LVL ,�A I' FAN `° o ,\ ® N ' LINE OF EXT. I WALL ABOVE \ - \ MC? I' N KITCHEN _ I I I I M / I i FWG60SOL FWH2980AR ' C T 9 SH R 3-2x12 FAN ' 27'-11" 4'-6" 4'-0" °N 6'-0'/z" 6'-4" 1 M 31 5,/Z Z 0 UL LISTED GAS ° F PRE-FAB FIREPLACE 0 0 GLASS DOORS& - -----------• 3'"D o o \ _ M HEARTH EXTENSION = _ o -N AS PER RESIDENTAIL - �' r ' L11 2 1 3/4"xii 7/8"LVL Structural Rid e , , , C9 ( ) 9 � CODE-CHAPTER 10 -°� `� � ' 'VENT TO EXTERIOR �,� N `o N ° � ________ �__"_-_ - o n \ 13'-411 " Z- ,, t° i1 I Q Q - - -I U �\ Zr) DINING 4 PANTRY I ___ _ ----- o ti rr, z z III \ - , LO Z J N a o °1 ; -------- _-----� 3'-10" 2'-1 ' 6'-T" cLWAOSET / o O I U- i� � I I ------ - -- -_ U- o \ S I '� 'n I 1 L0 �'/z V \ 61, - — IJ \ 3'-1" 1 o I LIVING us PWD� D o- 1 � � I '� ------ ------- I� COA \ FAMILY I, M 2'-6„ _ _ I M FAN ROOM UP O / S) I VAULTED CEILING 2' I I v = I I 18R I" S _ �O \ GL ' ' le �06, - SMOKE S µ_____•„ALINE OF EXT. � r O 9 / ALARM I I WALL ABOVE i9 - I I /' �� \ Sy / o \ i? I N ALARM co ' M M I I- — — — I I j I I -WALL ABOVE 3-2x10 I "'Z3'1 , �`'+� 3-2x12 n '1+6 `?g, LAUNDRY I - - - - _ - -_- _ _ _ _ _ _ - -_ - 7. I q_0 (3)1-3/4"x 16"LVL FLUSH 3,6„ 3 1-3/4"x 16"LVL FLUSH ROOM / TW28510 TW28510 TW28510 =N 5'-0" — — —1 T"=1 — — TW24510 _ TW24510 11'-1" _ TW26510 FWH5080APLR TW26510 a COAT TEMP GL TEMP GL N �R+cO n�L+ CLOS 3 2x12 TEMP GL N TEMP GL 3 2x12 N Zo o _ U Cn TW28510 TW28510 TW28510 TW28 10 TW28510 t0 TW28510 ' � MUD F- I I +6 I , ti +`O 'L+`O `L+ 00 U / ROOM 9, \ I I O I 1 '� 1 CD w O I I w I I ' COVERED \ �., /- I g � ; ; ' o��e V) PORCH ��, \ -' F T`��`�s� '° (3)1-3/4"x 9-1/4"LVL o U I I + / R------ --------------------------------- -- ------------- ' '/ � F- OMASONRY r ----- (3)1_3/4"x9-1/4""LVL ,-u-XZ- �_ -,1/I - t' ¢ C7 CO rA ' T::� UP ro-------.---------------------------------N------ ® 7 I O � J ♦ �I - ♦ ♦ ♦------------- ' -•-------------------- ---- 1�R \ \ — — — — — — — — — — — — — — — — — — — — — -r I I (3)1-3/4"x 9-1/4"LVL �� rp 1 (3)1-3/4" 9-1l4"LVL (3)1-3/4' 9-114"LVL j ` ------------ ----------------- -------- ------------ -------------------- ]--------------------------------- cV ♦ lee ♦ , ♦ r -- --- ---- ------------------------ -------- , ro -- 6X6 WOOD POST \ TRIM TO 12 X 12 __ ___ ____ _ 6Sa \ "+ / R 2.5 OPENING PROTECTION. Z- ------------------------ -------- WITH AZEK e \ `, �r� ,O S 'ATED SOLID CORE STEEL / I \ GARAGE 6'-0" 3'-0" 4'-2" 4'-2" 3'-0" 6'-0" 6'-0" \ ``AFL / D R,20-MINUTE FIRE RATED. \ DW€LLING GARAGE A\ / ✓ / EATHER STRIPPED E — — — -- O / 1 1 II a „ \ `, ,4 , �,SEPAf?ATION IN \NO 17-11/� 17 3h 14 4 12 0 14 4/ \ p� / W/SELF CLOSING DEVICE. \ \ ACCORDANCE V�NTH J� / ` I TABLE R302.6 �' q 19'-8" \ / _ _ _ - \ SEE DWG-),FOR TAkjE .+ tIl A B C \ ��`, _ — ___ _ - - \ I / INSULATEALL-qARAGE`♦ / WALLS W/R-21 / i ♦ `♦ O� \ s \ PROVIDE: HEAT / \DETECTOR PER R314.2.1', / R312.2 WINDOW FALL PROTECTION NOTE: 10'-0" WALL HT s / \` r' O r� TOP OF THE WINDOW SILL SHALL �'' < \, °• o .+ BE A MINIMUM OF 24 ABOVE THE FINISHED ' Arj 1ST FLOOR PLAN \ \ FLOOR AND GREATER THAN 72 ABOVE THE \ \ ' -p,s , II SCALE: 114" = 1'-01, r�r� / .' , ♦♦ '` � QP`, �.r .+ f.'A��� R OTHER SURFACES BELOW ON TFINISHED HE DEXTERIOR SIDE OF THE \ \ ��\� + / I 0�+�6/ ' E its cs' IN BUILDING. SHALL COMPLYAS FOLLOWS: AREA SCHEDULE \ I NAME AREA � rs,, R312.2.2 WINDOW OPENING CONTROL DEVICES: FIRE BLOCKING SHALL BE INSTALLED FIRST FLOOR AREA 2546.5 sq ft. IN ACCORDANCE WITH R302.11 WINDOW OPENING CONTROL DEVICE SHALL THRU R302.11.2 AND DRAFTSTOPPING GARAGE AREA 890.0 sq ft. PER R302.12 THRU R302.12.1 COMPLY WITH ASTM F 2000. THE OPENING DEVICE AFTER OPERATION TO RELEASE THE �u \ 2� \\y a+� \C`a� ' O'`O �' _OF N� FULLY PEN TO MEOET THE CLIEAR OPENING \` \ ' DEVICE SHALL 3 AS REQUIRE TO MEET EGRESS R310.2.1 WINDOWS, EXTERIOR FRENCH & SLIDING DRS [NY]915.3.3 Residential Buildings and Commercial Buildings Plans indicates ANDERSEN series 400 Tilit Wash 6,a ROUSSO RESIDENCE <<_ With an Attached Motor Vehicle Related Occupancy Model Numbers and shall be In accordance with R609 \ `, �+ Carbon monoxide detection shall be installed in a central or otherwise approved To be designed & installed as per manufacturers 1700 Alvah's Lane location in each occupiable space in a commercial building and within 10 feet of specification for 140 ultimate design wind speed \ / t 0 3 the entrance to sleeping areas and sleeping units in residential buildings ` " '6 and Table 301.2(2), 301.2(3) + l ° ° and commercial buildings that: " \ ♦♦`, ' CutCh o,gu e, NY y cep c Provide HP LOW-E4 glass; U = .30, SHGC = .30 \ �/♦ 1. Have a communicating opening with an attached motor vehicle related occupancy, EGRESS: shall meet R 310 \ J 1� g o 2. Share one or more common walls with an attached motor vehicle related occupancy,or WINDOW FALL PROTECTION:shall meet R312.2 _zea 3. Are located one story above or below a motor vehicle related occupancy. Substitutions made Upon meeting Code. �' \ OCTOBER 28, 2020 L o O Smoke Detector See page one, general notes foradditional y code requirements. co Carbon Monoxide Detector �� �.'° ROI3ERT JAMES HIGGINS O Refer to DWG-1 General Notes ARCHITECT In accordance with Section 915 of the 2020 IFC, R314, R315 of the Residential 50 Hidden Acres Path code of NYS Wading River,NY 11792 631-208-3351 Rarclhibob@,aol.corn 5 V-5%" 7 3'-1'/z' 11'-8" 12'-8'/z' 10'-10'/" 13'-11/" r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I 4 TW3046 TW30 ' TW2446 TEMP GL TW3046-2 LO 11'-8" 2'-8" 5'2" 6'-0 7'-10 12'-0'/�'17'-0" N 6'-4" �N I 19'-2" 3'/2" 5'/2" 3'/2' 3'/2" 5'/2"5'2 WALK-IN o o " ` ° WALK-IN Imo- IIIIII IIIII o CLOSET v o� -co BEDROOM#3 CLOSET v l - - w O r - 2—x12 RIDGE -ID—GE En � _ - - - - - - -I ` \\♦ \w O BEDROOM#2 o w LIN u- \ \ O J O iI O6� X 2 2 U V I \ \ c+�l N N N N S- — - — - O °' 2x12 RIDGE 2x12 RIDGE I w IN — - — - — - — - — - — - — - — - — - \ \ ` \ --- I Q Z g --------- --------- I \\ cV I X U U eN \ \ FAN BEARING a u O I N XN _------- --_---- I ao I Cp \ \ ® ° WALL / \ O o o --- - - - --- \ Cn CO r=1 �1\� Q \Oil •, co �,> I -- -- ------- \ / w SMOKE i \v e / X \ BEARING H ALARM O I� DOWN / `� I WALL < z g = �`� O 2x10 RAFTERS 0.16"oc \ o w JO ti ALARM co � 2x8 CEILING OISTS @ 16 oc N co 00 X I 2x4 COLLARITIES @ 48"oc \ N N I Y.6'Q T-0" Z-011 14'-4" 11'-3" \ TW2636-2 `L N 3'/2" 5'/2" 3�/2' 3'/2" \ GIL LO BEDROOM#4 - - - - -TW2852 2 - _ �' `\ = - TW2852 2- - - - - \ lr TW2 52-2 \ \ ,' I t L — — — — — — — — — — -� r----------- ----------�-' ` � \ L — — — — — — — — -J CM ♦♦ �/o I �a C�� c`, ♦ SMOKE ` N \ ALARM O ^cD° �o�G I t+♦ ♦ o ,l0 ` ♦ \ ALARM\ ♦ t 5� - T (2)1-3I4"x 9-114"LVL HIP - 6'-1" 5'-5'/z' 5'-51/21' 6'-1" / > > tb — 0 11'-6'/2, 15'4" 11'-6Y2' 6'-4'/" 6-9'/" 38'-4" 13'-1V2' / (2)1-314"x 9-114"LVL HIP R312.2 WINDOW FALL PROTECTION NOTE: 9 -0 PLATE HEIGHT O Smoke Detector TOP OF THE WINDOW SILL SHALL Carbon Monoxide Detector 2ND FLOOR PLAN O 5 a BE A MINIMUM OF 24 ABOVE THE FINISHED �� Refer to DWG-1 General Notes G`� FLOOR AND GREATER THAN 72"ABOVE THE SCALE: 1/4" = 1'-0" `� `� In accordance with Section 915 of the \�� QP �\`��' FINISHED GRADE OR OTHER SURFACES + I o BELOW ON THE EXTERIOR SIDE OF THE 2020 IFC, R314, R315 of the Residential `♦�'�� BUILDING. SHALL COMPLYAS FOLLOWS: code of NYS 2, f, Cb AREA SCHEDULE 21yc, R312.2.2 WINDOW OPENING CONTROL DEVICES: NAME AREA °���L�, �:♦ WINDOW OPENING CONTROL DEVICE SHALL FIRST FLOOR AREA 2546.5 sq ft. 9pj�aj�, I a6� COMPLY WITH ASTM F 2000. THE OPENING ' _ SECOND FLOOR AREA 1231.4 sq ft. �o DEVICE AFTER OPERATION TO RELEASE THE E DEVICE SHALL ALLOW THE WINDOW TO GARAGE AREA 890.0 sq ft. Ao,'s> FULLY OPEN TO MEET THE CLEAR OPENING o°o° vJ -Iy�;D lad AS REQUIRE TO MEET EGRESS R310.2.1IX A,. I � � <j h 01.wo kflQ� .tom �E ROUSSO RESIDENCE oo ro d C O G 1700 Alvah's Lane N N 2 G O y O�D Cutchogue, NY = my � f0`C C O O C O APRIL 16, 2021 =` m c n E u ROBERT JAMES HIGGINS ARCHITECT 50 Hidden Acres Path Wading]River,NY 11792 631-208-3351 Rarchibob a aol.com ROOF PLAN SCALE: 1/4" = V-0" AR II ss�x s V �.*s A .T0 w,Q C� ,E E ROUSSO RESIDENCE 1700 Alvah's Lane 0 o w 2 c o Cutchogue, NY �y U� C �j OIN� m L C C a� c m a a� ao'�a L U OCTOBER 28, 2020 a€ � o m U Ul f0 Q ROBERT JAMES HIGGINS ARCHITECT 17 50 Hidden Acres Path Wading River,NY 11792 631-208-3351 Rarchibob@aol.com Ll 12 12 TOP OF ROOF 3.� 3.5 I � D f 12 �10 12 _ TOP OF PLATE _ _- 0 12 12 10 _ �10 i 12 12 3� ©3 TOP OF SUBFLOOR TOP OF PLATE lilliMill o _ ,T T TOP OF SUBFLOORtj Ii TOP OF FOUNDATIM 4 - I I o I a� I — — — - - - - - - - — - - E _'3 TOP OF FOOTING LEFT ELEVATION SCALE: 3/16" = V-0" 12 12 TOP OF ROOF 12 12 12D �12 r TOP OF PLATE -fL N M � N i TOP OF SUBFLC OR 12 3 TOP OF PLATEi- II 444 luil ILL =J1 Y� I I I I I I I I I I I LFL� Hill iiiiii Ill 111111 i i 3 f TOP OF SUBFL R - ' � ' < cw. Hill o TOP OF=OUNDA IONJUDE ImEll 01901 N 1 I I 1 I 1 1 I I I I I 1�6 1 I I I 11 I I I I I a I ■ I I I I 1 1 I I I I I �� = € ROUSSO RESIDENCE z C C U Vl OJ I I � 1 I I 1 - - - - - - - - - - - - - - - - _ - _ _ .} _ _ - - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - - _ - - _ _ _ _ _ _ _ _ _ _ _ - - fm�o�C I 1 1 I I 1 - - - .- - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 1100 Alvah's Lane - -T , 22y8 TOP OF FOOTING - -I - --T-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - -;{ - - - - - - - - - - - - - - - - - - - - - - - - -_-_-_-_- _- _- _- _- - _- - - -`I�, -' Cutchogue, NY O Q a ' - - - - - - - - - - - - - - - - --- , OCTOBER28, 2020 z'a 1� ae'm — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y N U N N Q FRONT ELEVATION - - - - - - - - - - - - - - - - - - - - i - - - - - t - - - - - - - - - - - - - - - - - - - _ , ROBERT JAMES HIGGINS SCALE: 3/16" = 1'-0" ARCHITECT 50 Hidden Acres Path Wading River,NY 11792 631-208-3351 Rarchibob@aol.com 12 1� 12 �10 12 4� i � I — 12 7 ©3 - 12 TOP OF PLATE Jtl Lill H U ODM i o it � ----- - TOP OF SUBFLOOR TOP OF FOUNDATION I I I � 4 I I � TOP OF FOOTING i- - - - - - - - - - - RIGHT ELEVATION SCALE: 3/16" = T-0" Aj -- I 2 12 4 :� 12 Q4 Q4 TOP OF SUBFLOOR TOP OF PLATE 0 Lj —_ TOP OF SUBFLOOR A,y•".. t.. TOP OF FOUNDATION ."> A a1P01Q y0 I I I F P!l1 *9 a@mo ROUSSO RESIDENCE • I I I I f• - - • '— — — — — — — — — — I ( _, v.v_., ' °,w.,�,:_._,.....:.:•.,.... ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — - I— — — — — — — — — — — — — ' —- —TOP OF FOOTING u� CI100Alvah'sLane T o0 c _ _ _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ u.tchogue, NY N C C — L — — — — — — — — — — — — — L.. I— — — — — — — — — — — — — — — —I C z a c _ ucOO- � l — — — — J t U N_N fp OCTOBER 28, 2020 E m REAR ELEVATION t U Nm� ' F a 6 SCALE: 3/16" = 1'-0" R©BERT JAMES HIGGINS IN 0 ARCHITECT 50 Hidden Acres Path Wading River,NY 11792 631 208-3351 Rar,chibob@aol.com TYPICAL EXTERIOR AALLS AT HOUSE: -'6ULTED CEILING HARDIE PLANK SIDING AT 6'TO HEATHER EXPOSURE 1/2'ZIP SYSTEM SHEATHING 1,-'—D SUBFLOOR _ i 2X6@16'0G STUDS(BLOCKING®MIDPOINT) R-2I BATT INSULATION T.0.5UBFL T.OPOUNDATION e r r r r s r r rrrrrrvrrrrprr®rare v'�r r r r r SECASCADE'FIREJOISTS rr�rrrrsrrrr rrrrarrrrrr r a r r r r r o r o r r s r o r r r ST FLOOR ONLY) I I R-80 FACED BATT INSULATION---- - _ - r L -i 2X6 TREATED SILL AVERAGE GRADE AT FOUNDATIO 14'LVL RIDGE BOARD -_ L__J METALEMIITE SHIELD SIH — — — — — — O \\\ BASEMENT � � ANCHOR BOLTS(SEE DWG AIO FOR SPACING AND SIZE) 12 ASPHALT ROOF SHINGLES 4"CONCRETE SLAB W/ 6X6#10 A".ON � � 10"GONG I/2°ZIP SYSTEM SHEATHING .FOUNDATION WALL / \` WELL COMPACTED SAND BITUMINOUS DAMPPROOFIN& 10 2X4®46"OC COLLAR TIES" 12 2XIO°o 16°OG RAFTERS I (FOOTING TO GRADE) T.D.FODTIN6 I \ ` \ 1'-10'IliX 12"D CONCRETE FOOTING ��\`� I'-0' K/5#5 BAR5 AND 2X4 KEYAAY 1• Il 1lip 101' TOP OF PLATE I/2"6YP.BD 1X8 AZEK FASCIA BD ALUMINUM 6UTTER SYSTEM 5/4 X 6 DECKINGON ACQ SLEEPERS BAIT INSULATION \ AZT BEADBOARD SOFFIT ON RUBBERMEMBRANE ROOFING s, i 2"CONT.SCREENED VENT (SLOPE TO DRAINS) I u 4 ON TAPERED SLEEPERS ;fl REC ROOM a j r5/4'PLYWOOD SUBFLOOR TYPICAL GARAGE BLDG EXT.WALLS .IL TOP OF 5UBFL IXIO T$G VERTICAL ROOD SIDING (AS SELECTED BY OAN% j'U�U'J()Ul�I� UUUI UUUU��(UJ'1� UU(T���u�1rJJ) r �UUIi �1 U �! (/16°ZIP SYSTEM SHEATHING R-21 F TON Fed TOP OF PLATE I F ATI0 WEATHER BARRIER 5/81 TYPE'X'FIRE-CODE GYP BD(WALLS AND CEILING) ---- s�- a0 c LAUNDRY GARAGE 4'POURED LONG.5LA13 PV 6X6#10 W.WM.ON GRANULAR COMPACTED FILL i PITCH SLAB I/8'/FT TO DOORS €I TOP OF FOUNDATION F. C 7 1 ® EM - D 1/4"=I'-O' i12 / Ip '5/4 X b DECKING ON ACQ SLEEPERS —__..... ON RUBBER MEMBRANE ROOFING .(SLOPE TO DRAIN5) -- --— - -- -- ON TAPERED SLEEPERS --__.__-- - --.--- _.. . -._.. . ...--....... GALVAUJME 5TANDING SEAM METAL ROOF -.----.----—...--•-_----._---. 3b'ICE SHEILD STARTER STRIP —I i� yn--' ------ —_ I/2"ZIP SYSTEM SHEATHING GALVALUME STANDINS SEAM METAL ROOF - _.___........_... . .._. . ——-- _ -- 2XI0°®16°OG RAFTERS 56'ICE 5HEILD STARTER STRIP --- 1/2"ZIP SYSTEM SHEATHING --- _ .._.. 2XIO"®16'OG RAFTERS -2fiLl�F{FAD EQ 8 TT AI` A TIO NjA �-- — --- -' - 12 it !!L --- --— - (AT ALL FLAT AND LOW PITCHED ROOF AREAS 12 — --- b 1/2 GYP BD b i HARDIE PANEL 5IDIN67 AT b"TO WEATHER EXPOSURE I I o I/2°ZIP SYSTEM SHEATHING AZEK BEADBOARD SOFFIT - r 2X6®I�SNAS_(BL(�KING®MIDPOINT) WOOD DECKING I I PMR RM MASTER BEORM N�LATao (AS SELECTED BY OWNER) 12'COLUMNS - (AS SELECTED BY OW1JEW I I 04 A0 POSTS I GABLE RAIL SYSTEM I I 3/4"PLYWOOD%5FL OR- — (OR RAILING AS PER OWN% (EL 3b0) DAB{p_p° TASUBFL I I — �wwww wwww�www�w w�ww wwwwww-w- �,� 'BOISE GASGADE'FIRE JOISTS 1 I — (FIRST FLOOR ONLY) ;h L J18 , ------__ _- - RPaG BATt INS*JLATION- ---------------------- 3 1/21�v ST COL BASEMBIT ON 2'-01 X 2'-0"X I210 4°CONCRETE SLAB NV - I �,EXS�IN_6_G F GONG.FOOTINGS WELL COMPACTED AND -_n`� `� • r APPROX FINAL GRADE O M SECTION C - C 1/4'= 1'_O° Generated by REScheck-Web Software Compliance Certificate �Irwaril 2025 Project Almas Construction 1700 Alvahs Lane Cutchogue NY 11935.. •, ;'.' , Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg.faces 225 deg. from North Conditioned Floor Area: 4,681 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1700 Alvahs Lane Almas Construction, LLC. Greifenstein Boyce Associates Cutchogue, NY 11935 Compliance: Passes using UA trade-off Compliance: 9.4%Better Than code Maximum.UA: 965 Your UA: 874 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet,the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Flat Ceiling: Flat Ceiling or Scissor Truss 2,220 38.0 0.0 0.030 0.026 67 58 Vaulted Ceiling:'Cathedral Ceiling 735 30.0 0.0 0.034 0.026 25 19 Flat Roof: Cathedral Ceiling 550 44.0 0.0 0.024 0.026 13 14 AMB Walls:Wood Frame, 16" o.c. 5,311 21.0 0.0 0.057 0.060 237 249 Orientation: Unspecified Front Door: Solid Door(under 50%glazing) 28 0.200 0.320 6 9 Orientation: Unspecified Windows:Vinyl Frame SHGC: 0.30 1,126 0.300 0.320 338 360 Orientation: Unspecified IG Walls:Wood Frame, 16" o.c. 260 21.0 0.0 0.057 0.060 3 4 Orientation: Unspecified IG Door: Solid Door(under 50%glazing) 200 0.200 0.320 40 64 Orientation: Unspecified Stairwell Walls:Wood Frame, 16" D.C.Orientation: Unspecified 405 15.0 0.0 0.077 0.060 30 23 Stairwell Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Orientation: Unspecified Cellar Ceiling:All-Wood joist/Truss 2,528 30.0 0.0 0,033 0.047 83 119 IGC:All-Wood joistfrruss 850 30.0 0.0. 0.033 0.047 28 40 Project Title: Almas Construction 1700 Alvahs Lane-Cutchogue NY 11935 Report date: 08/15/22 Data filename: Page I of10. Y 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 ��ic�.� 2022-08-15 Name-Title Signature Date Project Title: Almas Construction 1700 Alvahs Lane Cutchogue NY 11935 Report date: 08/15/22 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 Complies? Comments/Assumptions &��Req:ID=: Value Value 103 1 ;Construction drawings.and �JE]Complies ;Re quirement will be met. 103.2 :documentation demonstrate, ;' !❑Does Not [PRl]1 energy code'compliance for the i ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable :construction documents. 103.1,. ;Construction drawings and i , ; iElComplies.. ;,Requirement will be met. 103:2, documentation demonstrate i Oboes Not 403.7 energy code compliance for [PR ;lighting and mechanical systems []Not Observable Systems serving multiple ,; j❑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 C❑DOes Not [PR2]2 on loads calculated per ACCA Cooling; Cooling: :❑Not Observable Q� Manual J or other methods Btu/hr Btu/hr �)approved by the code official. � � ❑Not� Applicable 1 'Additional Comments/Assumptions: 1 High Impact(Tier 1). 2 Medium Impact(Tier 2) 13''1 Low Impact(Tier3) Project Title: Almas Construction-1700 Alvahs Lane Cutchogue NY 11935 Report dater 08/15/22 Data filename: Page 3 of10 Section' ' #v Foundation Inspection Coin,plies?,,"r Cornments/Assum,ptions. 303.2.1 A protective covering is installed to ;❑Complies ;Requirement will be met. [F01112 protect exposed exterior insulation :❑Does Not and extends minimum of 6,in. below J grade. i❑Not Observable l ;❑Not Applicable 403.9 snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]2 installed. :❑Does Not ❑Not Observable ❑Not Applicable . ..Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium-Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:-Almas Construction 170.0 Alvahs Lane Cutchogue NY 11935 Report date: .08/15/22 Data filename: Page 4 of10 Section Plans Verified °Fieltl Verified. ' # Framing/Rough-in Inspection Complies? Comments/Assumptions &.R6clAD Value Value 402.1.1, Door U-factor. U- U- ❑Complies " See.the Envelope Assemblies 402.3.4 1 Qpoes Not ;table for values. [FRl]1 ❑Not Observable ❑Not"Applicable 402.1.1, ;Glazing 0-factor(area-weighted U- U- 1E)Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402:5 - I❑Not Observable [FR211 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 fare determined in accordance {.;• y❑Does Not with the NFRC test procedure or CJ _ J❑Not Observable ; (taken from the default table. ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier {, ❑Complies ;Requirement will be.met. [FR2311 }installed per manufacturer's f ❑Does Not i instructions. t 90 ❑Not Observable. ;'. EINot Applicable 402.4.3 Fenestration that is not site built ,., Complies. . Requirement"will.be met. [FR20]1 :is listed and labeled as meeting s ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 I ;or has infiltration rates per NFRC $❑Not Observable i400 that do not exceed code ,0Not"Applicable. i limits. 402.4,5 IC-rated recessed lighting fixtures a ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish 10Does Not and labeled to indicate:52,0 cfm .leakage at 75 Pa. � � �� ��- ❑Not Observable k., I• .' l❑Not Applicable 403.3.1 !Supply and return ducts in attics ❑Complies Requirement will be met. [FR1211 insulated >= R-8 where duct is i ❑Does Not >=3 inches in diameter and.>= F" v R-6-where<3 inches.Supply and 7 ❑Not Observable :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 ,' o ;❑Complies ;Requirement will be met. [FR13]1 :boxes are sealed with._ { i❑Does Not ;.joints/seams compliant with International Mechanical.Code.or ;'l❑Not Observable :International Residential Code, as I 1❑Not Applicable applicable. 403 3 5`. .Building cavities are not used as ❑Complies Requirement will be met. [FR15]3. ducts or plenums. Do Not ❑Not Observable r a '�❑Not 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= v ❑13 ; Not Observable ; ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ElComplies Requirement will be met. [FR2411 piping. ❑Does Not ❑Not Observable k: z�]E]Not Applicable 4035.3 Hot"water pipes are insulated to" R- R- ;❑Complies ;Requirement will be.met. [FR181z >R3. ❑Does Not I '❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) .1 3 Low Impact(Tier 3) Project Title: Almas Construction 170..0 Alvahs Lane Cutchogue NY 11935 Report date: 08/15/22 Data filename: Page 5 of10 Section` Plans Verified. Field Verified # Framing./Rough-In Inspection Complies. Comments/Assumptions Req.ID- Value. r Value , 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air J, I El Does Not intakes and exhausts. € i #❑Not Observable }❑Not Applicable Additional Comments/Assumptions: .1-11 High Impact(Tier 1). . 2 Medium Impact(Tier 2) 3'.Low Impact(Tier 3) Project Title: Almas Construction 1700 Alvahs.Lane Cutchogue NY 11935 Report date: 08/15/22 Data filename: Page 6 of10 Section Plans"Verified Field Verified # Insulation Inspection, Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled I f❑Complies :Requirement will be met. [IN13]2 or the installed R-values ❑Does Not V provided. Rot Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.E l ;❑ Wood ❑ Wood ;❑Does Not ;table for values. [I®1]1 ❑ Steel ❑,Steel UNot Observable ❑Not Applicable 303.2, :Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the i I U underside of the subfloor, or floor I ❑Not Observable :framing cavity insulation is in f� ❑Not Applicable contact with the top side of ¢ j j sheathing, or continuous r insulation is installed on the l underside of floor framing and extends from the bottom to the top of all perimeter floor framing i members. 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2.of the :❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 :wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass :❑Not Observable �j requirement applies(FR10). ❑ Steel . ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met, (IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable }ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1). 2 Medium Impact(Tier 2) 3 I.Low Impact(Tier 3) Project Title: Almas Construction 1700 AIVahs Lane Cutchogue NY 11935 Report date: 08/15/22 Data filename: Page 7 of10 Section Planstier'ified Field Verified Final Inspection Provisions. Value Value Complies? Comments/Assumptions & Req.ID 4.02.1.1, '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 402.2.E ❑ ❑ tee ;❑Not Observable. [FI1]1 UNot Applicable ; 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 :manufacturer's instructions.. ❑Does Not [FI2]1 Blown insulation marked every, 300 ft2. 11 I ❑Not Observable ; t )❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met, [FI22]2 insulationincludejbaffle adjacent r ; ❑Does Not to soffit and eave vents that } extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- .;❑Complies ;Requirement will be met, [FI3]1 1 insulation ?R-value.of the I :❑ ; Does Not- !adjacent adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and :❑ Does-Not ; <=3 ach in Climate Zones 3-8. J ;❑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 ❑Does Not either: Rough-in test:Total leakage.measured with a . ;. ❑Not Observable pressure differential of 0.1 inch I ; j❑Not Applicable w.g..across the system including ;the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system 1 ; ;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. [17I4]1 i cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ,❑Not Observable :tests,verification r iay need to ; ❑Not Applicable occur during Framing Inspection: 1. 403.3.2.1 ;Air handler leakage designated I 3❑Complies Requirement will be met. [FI24]1 by manufacturer at<=21/0 of I❑Does Not design air flow. AE]NotObservable J❑Not Applicable 403.1.1 Programmable thermostats ;' ; ❑Complies ;Requirement will be met. [Fl9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ( ElComplies . ;Requirement will be met. [f110]2 on heat pumps.. i �❑Does Not ❑Not Observable } �ONot Applicable 403.5.1 Circulating service hot,water ; FIComplies ;Exception: Requirement is [FI11]2 systems have automatic or ODoes Not :not applicable. accessible manual controls. f❑Not Observable I ;❑Not Applicable 1 High Impact(Tier 1). 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Almas Construction 1100 Alvahs.Lane Cutchogue NY 11935. Report date: 08/15/22 Data filename: Page 8 of10 Section Plans'Verified Field Verified # Final-Inspection Provisions Complies? Comments/Assumptions., Value �� Value &-Req.ID , .. _ 403:6.1 All mechanical ventilation system ; ❑Complies.. ;Requirement will be met. [FI25]2 fans not part of tested and listed ;s El Does Not HVAC equipment meet efficacy and airflow limits per Table ❑Not.Observable ; ' R403.6.1. z '� ❑Not Applicable 403.2 ° Hot water boilers supplying heat ;• ❑Complies :Exception:-Requirement is [F126]2 through one-.or two-pipe heating i []Does Not. :not applicable. systems have outdoor setback t.` control to lower boiler water- + ❑Not Observable ; temperature based on outdoor rE]Not Applicable j temperature: , 403.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is [F128]2, have a circulation pump.The } ❑Does Not not applicable. system return pipe is a.dedica.ted „ 3 return pipe or a cold water supply ., a❑Not Observable pipe. Gravity and thermos ❑Not Applicable syphon circulation systems are not present. Controls for' ; circulating hot water system I " pumps start the pump with signal for hot water demand within the occupancy. Controls. automatically turnoff the pump When water is in circulation loop is.at set-point temperature,and x. no demand for hot water exists. 403.5.1.2 Electric heat trace systems ; }❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ; ❑Does Not not applicable. 515. Controls automatically A` adjust the energy input to the ❑Not Observable heat tracing to maintain the 1 . ❑Not Applicable desired water,temperature in the 403.5.2' Demand recirculation water ;„a ❑Complies ;'Exception: Requirement is [F130]2 . systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the 1. ❑Not Observable water entering the cold water - ❑Not Applicable piping to<= 1049F.. 403.5.4 brain water heat recovery units ;, ❑Complies ;Exception: Requirement is [F131]2 tested in accordance with CSA j. ❑Does.Not not applicable. B55.1. Potable water-side I ). pressure loss of drain water heat .' ❑Not Observable recovery units< 3 psi for C i ❑Not Applicable individual units-connected to.one or two showers.Potable water l side pressure loss of.dmin.water heat recovery units<2'psi for i r individual units connected to three or more showers. l j 404.1 90%or more of permanent ; : "§❑Complies ;Requirement will be met. [F16]1 :.fixtures have high efficacy lamps ❑Does Not l ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have J❑Complies Exception: Requirement is [F123]3 no continuous pilot light, '❑Does Not :not applicable. ONot Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies :Requirement will be met: [F17]2 w: ❑Does Not i ONot.Observable }❑Not Applicable 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:-Almas Construction 1700 Alvahs Lane Cutchogue NY.11935 Report date: 08/15/22 Data filename: Page 9 of10. Section Plans'Verified. Field Verified # Final Inspection Provisions*,' Complies? Comments/Assumptions &Req.ID Value Value ' 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: 1.11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Almas Construction 1700 Alvahs Lane Cutchogue NY 11935. Report date: 08/15/22 Data filename: Page 10 of10 2018. MCC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00. Ductwork (unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.30 0.30 Door 0.20 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date:. Comments RL UkBER Cpq TIFICA TION ON LEAD CO NTENT OR,, CERTIFICAj OF 6C,� NC ADOWNED A.SNOTED SOLDER USED IN WATER DATE. SUPPLYSYSTEA4CANNOT EXCEED2110 OF l-%LEAD FEE:-. NOTi14F :--8UILD1NC': 7654802.-8 AM TO PM FOR THE FOLLOWING INSPECTIONS: ,, 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE- ALL PLO A E PLUMBING 2. ROUGH,:',.FRAMING_ & PLUMBING ;&WATE NEEDr.',' - R 3. INSULATION C�Qv. 0_ 4. FINAL - CONS7P 1, Uh-T!ON MUST BE-COMPLETE FO 0.0. ELECTRICAL -ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARIDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DQNOTPROC' 7' FRAMING U!NfILSbRV OF -0UNDATI0N.L0QAt16$j OARD HAS BEEN APPR.0Vt -SOL 19 STEES V4.-DE� Fire separation required as per NYS Code OCCUPANCY OR USE IS UNLAWFUL Blower door NITHOUT CERTIFICA' and ductwork �F OCCUPANCY testing required. Must provide Manuals RETAIN STORM WATER RUNOFF D,J and S as per PURSUANT TO CHAPTER 236 All exterior lighting NYS Energy Code OF THE TOWN CODE. Installed,replaced or repaired shall conform to Chapter 172 of the Town Code Generated by REScheck-Web Software Compliance Certificate Project Rousso Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,783 ft2 Glazing Area 31% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1700 Alvah's Lane Sandra and Neil Rousso Tony Greifenstein Cutchogue,New York 11935 125 Oak St. Tony Greifenstein Architect Tenafly,NJ 07670,NJ 07670 9 Halston Lane (201)245-5088 Coram,NY 11727 nrpridejoy@gmail.com; 631.736.4399 srousso2@aol.com TonyGreifenstein.architect@verizon .net Compliance: Passes using UA trade-off Compliance: 11.4%Better Than Code Maximum UA: 789 Your UA: 699 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling 2: Flat Ceiling or Scissor Truss 845 40.5 0.0 0.029 0.026 25 22 Ceiling:Flat Ceiling or Scissor Truss 2,584 38.0 0.0 0.030 0.026 78 67 Ceiling 1:Cathedral Ceiling 144 30.0 0.0 0.034 0.026 5 4 Wall:Wood Frame,16"o.c. 3,807 21.0 0.0 0.057 0.060 150 158 Window:Wood Frame 812 0.270 0.320 219 260 SHGC:0.28 Window 1:Wood Frame SHGC:0.28 356 0.300 0.320 107 114 Floor:All-Wood joist/Truss 3,491 30.0 0.0 0.033 0.047 115 164 s, r J 7 l Z Project Title: Rousso Residence Report date: 04/15/22 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 Yated.in the REScheck Inspection Checklist: C)qRc' April 16, 2022 Tony Greifenstein RA Name-Title Signature Date °17sa� ` Q l n . t Project Title: Rousso Residence Report date: 04/15/22 Data filename: Page 2 of10 c REScheck Software Version : REScheck-Web ' Inspection Checklist ~` Energy Code: 2018 IECC Requirements: 0.0% 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 C omplies? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and OlDoes Complies 103.2 documentation demonstrate Not [PR1]1 !energy code compliance for the j u l building envelope.Thermal i❑Not Observable !envelope represented on []Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate IE]Does Not 403.7 :energy code compliance for ; [PR3]1 ;lighting and mechanical systems. ❑Not Observable 0 :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 403.7 sized per ACCA Manual S based Btu/hr ; Btu/hr ❑Does Not #on loads calculated per ACCA ![PR2]2 ©� Manual J or other methods Cooling: i Cooling: ;❑Not Observable approved by the code official. Btu/hr Btu/hr �❑Not Applicable , ; ! Additional Comments/Assumptions: r n ' 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title:-Rousso Residence Report date: 04/15/22 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions Rep.ID 303.2.1 A protective covering is installed to 1❑Complies [F011]z protect exposed exterior insulation ;❑Does Not � and extends a minimum of 6 in.below Q Not Observable; grade. f ;❑Not Applicable 403.9 ,;Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not f ;❑Not Observable „j ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) c Project Title: Rousso Residence Report date: 04/15/22 Data filename: Page 4 of10 ' Section # Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions &Req.ID Value Value f' 402.1.1, -IGlazingU-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 S❑Complies [FR4]1 !are determined in accordance ;❑Does Not lAJ ;with the NFRC test procedure or j ; []Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. []Not Observable IE]Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not U 1AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 1[]Not Observable 1400 that do not exceed code ❑Not Applicable !limits. , 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm {leakage at 75 Pa. ❑Not Observable ❑Not Applicable j 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 1 insulated>=R-8 where duct is ❑Does Not U ;>=3 inches in diameter and>_ ❑Not Observable ;R-6 where<3 inches.Supply and 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 [FR13]1 :boxes are sealed with ❑Does Not U ;joints/seams compliant with International Mechanical Code or ❑Not Observable 'International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ^A` ❑Nat Observable ❑Not Applicable 403.3.6(1, Ducts partially or completely ❑Complies 2) buried in ceiling insulation have ❑Does Not [FR26]3 an insulation R-value not less : p than R-8,the sum of the ceiling ❑Nat Observable insulation R-value against and ❑Not Applicable above the top of the duct,and against and below the bottom of the duct,is>=than R-19, excluding the R-value of the duct insulation. 403.4 HVAC piping conveying fluids R-_ R- ;❑Complies [FR17]2 above 105 QF or chilled fluids : ❑Does Not l8J below 55 QF are insulated to zR- : 3. ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies r [FR24]1 I piping. ❑Does Not " CeU []Not Observable : #❑Not Applicable / y ' 1 High Impact(Tier 1) 1 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rousso Residence Report date: 04/15/22 Data filename: Page 5 of10 Section ' Plans Verified Field Verified - # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.5.3 Hot water pipes are insulated to R-_ R-_ ;❑Complies ` [FRIB]? >R-3. UDoes Not C rJ ,❑Not Observable ❑Not.Applicable 403.E Automatic or gravity dampers are ❑Complies I , (FR-6 installed on all outdoor air T❑Does Not intakes and exhausts. I❑Not Observable ❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) M Project Title: Rousso Residence Report date: :04/15/22 Data filename: Page 6 of10 e Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled �❑Complies [IN13]2 or the installed R-values I❑Does Not provided. P❑Not Observable ; .106 1❑Not Applicable ; 402.1.1, ;Floor insulation R-value. R- ; R-_ ;❑Complies ;See the Envelope Assemblies 402.2.6 1 ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable I 303.2, ;Floor insulation installed per ;❑Complies ; 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the 00 underside of the subfloor,or floor �❑Not Observable ; !framing cavity insulation is in ❑Not Applicable ;contact with the top side of !sheathing,or continuous !insulation is installed on the ! 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, :mass wall with at least 1A of the :ElWood ;❑ Wood ;❑Does Not ;table for values: 402.2.6 ;wall insulation on the wall [IN3]1 :exterior,the exterior insulation ❑ Mass :❑ Mass ;❑Not Observable !requirement applies(FR10). ;❑ Steel !❑ Steel ;❑Not Applicable ; i ; 303.2 ;Wall insulation is installed per IE]Complies [IN4]1 !manufacturer's instructions. ❑Does Not I❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: h 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) u Project Title: Rousso Residence Report date: 04/15/22 Data filename: Page 7 of10 ti ed Co Seetion Alan,Verified•, Field Verifi ', # Final Inspection Provisions mphesT Comments/Assumptions & Value Req.I Value D R R- !❑Complies ;See the Envelope Assemblies ' 402.2.1, Ceiling insulation R-value. :table for values. 402.2.1, ! ;❑ Wood ❑ Wood !❑Does Not 402.2.2, Steel ;❑ Steel ;❑Not Observable 402.2.6 1EINot Applicable [Fill' J� ! , 303.1.1.1,;Ceiling insulation installed per " ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every []Not Observable I300 ft2. ❑Not Applicable 402.2:3_ ]Vented attics with air permeable. ❑Complies `[F122]z, `insulation include baffle adjacent ❑Does Not to soffit and eave vents that _ ❑Nat Observable extends over insulation: !. i i❑Not Applicable , 402.2.4 ;Attic access hatch and door ! R R- ;❑Complies [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 I [FI17]1 each in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ;❑Not Applicable Wood-burning fireplaces have ❑Complies [FI87? tight fitting flue dampers and ❑Does Not S outdoor air for combustion. r � .. .�[]Not Observable , ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 !determine air leakage with ft2 ft2 ;❑Does Not either:Rough-in test:Total ;❑Not Observable ' leakage measured with a :pressure differential of 0.1 inch ;❑Not Applicable lw.g.across the system including the manufacturer's air handler ;enclosure if installed at time of !test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system ; 1 !including the manufacturer's air handler enclosure. 403.3.4 i Duct tightness test result of<=4 _cfm/100 cfm/100 UComplies [FI411 I cfm/100 ft2 across the system or ft2 ftz ;❑Does Not !<=3 cfm/100 ft2 without air ! :handier @ 25 Pa.For rough-in ,❑Not Observable !. !tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [F124]1 :by manufacturer at<=2%of ❑Does Not design air flow. �❑Not Observable i 3❑Not Applicable 403.1.1 Programmable thermostats JE]Complies [F19]2,::,' installed for control of primary ❑Does Not 'heating and cooling systems and {initially set by manufacturer to ❑Not Observable code specifications. ' ONot Applicable ; 403.12..= Heat pump thermostat installed ]EIComplies ; [FI10]2' "` on heat pumps. ❑Does Not I❑Not Observable :.❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) u Project Title: Rousso Residence Report date: 04/15/22. Data filename: Page 8 of10 J ' Section Plans Verified Field Verified' # Final'Inspection Provisions Value Value Complies? Comments/Assumptions &Req.iD X 403.5.1 Circulating-service hot water []Complies [1711]L]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 ' All mechanical ventilation system ❑Complies [1`I25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ; {and air flow limits per Table ❑Not Observable 1 R403.6.1. ❑Not Applicable 403.2I Hot water boilers supplying heat JE]Complies [FI26]2 I through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water J❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies. [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable ; .syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 40 15.1.2,..Electric heat trace systems ❑Complies [F[29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies ; [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable ; water entering the cold water ❑Not Applicable ; piping to<=104°F. 3 403.5.4 ttt Drain water heat recovery units }❑Complies ; [1`131]2 tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure lass of drain water heat []Not Observable recovery units<3 psi for ❑Not Applicable ; individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units<2 psi for #individual units connected to three or more showers. 404.1 90%or more of permanent I ❑Complies ; [FI611 ;fixtures have high efficacy lamps.l ❑Does Not j !! IE]Not Observable J❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable H IE]Not Applicable 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) e Project'Title: Rousso Residence Report date: 04/15/22 Data filename: Page 9 of10 Section Plans Verified Field Verified #. Final Inspection P..rovisions• Complles?,• ,Comments/Assumptions '&Req.ID. Value Value 401.3 J Compliance certificate posted. s❑Complies '[FI712 1) I❑Does Not i []Not Observable ❑Not Applicable 00 303.3 Manufacturer manuals for ❑Complies I [Fl18]3 mechanical and water heating ;❑Does Not systems have been provided. ;][-]Not Observable ' ;J]Not Applicable Additional Comments/Assumptions: 7 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)_ u Project Title: Rousso_ Residence Report date: 04/15/22 Data filename: Page 10 of10 � ^ , ^ ' � ' loll — Oil k . ............-------- ------------------ -------------- ..... 12 ............ ........ ----------------------------------........... --------------------- 7*rPICAL 5CRaNED GABLE VENT ..........b ............................ ---- - ----------------- T SHINGLE ROOF 12 ASPHALT ------------- ...... . .......... .......... is I ------------- ..................... ................. ------------ ---------- ------------ ---------------------- ..............................................................- .............................................. --------------- ------------ ------ -------------------- ............. ------------------- ......... .............................. ......................................... ................. -------------------------------- ------------- .......... ----------------------------- -------------------------------------- ........................ ...... . .......... ......................... 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'.. 631 . 736 . 4399 631 . 335 . 6220 14" LVL RIDGE WARD ASPHALT ROOF SHINGLES 1/2" ZIP SYSTEM 5HEATHIN6 12 12 2XIO" @ 16"Or, RAFTERS 10 2X4 @ 48'00 COLLAR TIES 10 \ 12 R-38 FACED 6 BATT ATTIC INSULATION in in nnoono rmo( .0 DIE' MA , T.O.PLATE V13julu ()uuuu0()()()()(_)uuuL M AZEK FA501A BO P� ALUMINUM UTTER SYSTEM T.O.PLA - -- ............ ........ - ------- ....................................... ......... -----------­----------------------------------------------- ------------------------------------------------------------- ------------------------------------ -------------------- ---------------------------------------------------------- —AZEK BEADBOARD SOFFIT c7AL\/ALUXE STANDING SEAM METAL ROOF 1/21, (7yp Bp 2" CONT. 50REENED VENT 36" ICE 5HEILD STARTER STRIP TYPICAL EXTERIOR KALL5 AT HOUSE: 1/2" ZIP SYSTEM 5HEATHINC7 HARDIE PLANK SIDING 2XIO" @ IVOC RAFTERS AT 6" TO WEATHER EXPOSURE 1/2" ZIP SYSTEM 5HEATHIN(5 BEDROOM #3 12 R2X6@16"Or, 57VO5 (BLOCKING @ MIDPOINT) 12 -21 BATT INSULATION 00 5/4" PLYWOOD 50FLOOR 6ALVALUME STANDING SEAM METAL ROOF 56" ICE 5HEILD STARTER STRIP T.O.MM Til FLOOR JOISTS 1/2 ZIP 5%r5TEM 5HEATHIN6 T.O. GIRDER ),,m-m,,",r WE 2XI0" @ IVOC, RAFTERS T.O.FLATE --—-------------------------------------- ------------- T.O. GIRDERIX6 AZEK FASCIA ALUMINUM 6UTTER BD TEM SYS r\ AZEK BEADBOARD SOFFIT L--1/21, c7yF Bp- \-IX8 AZEK FA501A ED x. 1-3 3/41 12" COLUMNS ALUMINUM GUTTER SYSTEM zo (AS SELECTED BY OWNER) j 0 LO 4X4 ACO POSTS AZEK BEADBOARD SOFFIT co WOOD PECKINDECKINGAS 5ELEC,TEV BY OWNER) KITCHEN Y001? DECKING AS SELECTED BY OWNER 12" COLUMNS CABLE RAIL SYSTEM 3/4" PLYWOOD SJ13FLOOR ( OR RAILING AS PER OWNER) (AS SELECTED BY OWNER) 4X4 AGO POSTS co u IT 7� ............---- M-4=m on in on 0,no no so so on ---—------------------------------------------- go - I'm4allp"t -7'm .7717' R-50 FACED BATT INSULATION .......... ..... ------ ---------- .......... 7777 C) TREATED51L_ 'BOISE CA50ADE' FIRE JOwe, _111METALTERMITE5, V co vmlsrev cA FIRST f�LqO��_QR_Y-) 0 SILL 5EALER-1,11= BASEMENT ANCHOR BOLTS (SEE 0016 A10 FOR 5PACIN6 AND 51ZE) 5 1/2"0 5T COL so on no 0,no go so 4" CONCRETE SLAB N -1�11 V­fl 7 1...........711ir-------:....I®' — _: 1-11 ®' bXb #10 N.N.M. ON ON 2'-0" X 2'-0" 1710 ION WALL. will I. . ... 1111 _LL1i_L1La1,111_-_—= 'r , - I-A.1fl1ta. FOUNDATION -11-1-ILLY FOOTINGS 'Lu , 5 sovisionso soon sollow low so 12,10 PIERS N PELL COMPACTED SAND GONG. ........... ey'lemIA, oir�EF5 ( T Y F. ) MINOU5 VAMPPROOFIN(5 ppPROX t:FF 4 #4 BARS VERT. ON (FOOTIN6 TO (5RADE) 69,011c, 'low 4"X24"XI2"D I'-10" N X 12"D CONCRETE FOOTING ,Monsoon CONO. FT6 N - -—-—---------------------- ------ _d------ ---- -1;1 1`-I,— ®r no on #4 BARS @ b"Or. EA. WAY ____ =1 - K/ 5 #5 BARS AND 2X4 KEYWAY go won go W E 0, TYPICAL) - h I on to so ........------------ ZI SECTION AwA 1 411 It on 12 i 12 4' VENT THRIJ ROOF .4' VENT THFJ ROOF 4' VENT THIR-IJ R001` 10 10 BATH 2 BATH 3 112-1 1�2, 1 142-1 112' 2, 4 .. .................. 112' 4" VERTICAL 11000 510IN6 cr% 4' (AS 5ELECTF-0 BY OWNER) 5/4 X 6 =046 112" 1'2 _j 112' 12 4- 112, MASTER BATH 4 11.0 01 PER5 4 AGO 5LEE FAMILY RM BAT POWDER 2- N: 2' RUB MEMBRANE ROOFIN6 I 4- 0 RUBBED U CABLE RAIL SYSTEM (LOPE To Dk�iilkel)� ON TAP'EKht) SLEEPERS LAUNDRY 4� KITCHEN 112' 2' WASHER ........... w ........ .................. ........... "'; ............ ............. -----........................ ----- --- ------ Lr 2" 42:' 3' CLOSED CELL FOAM 'JI�2 W 142" 12, 4- 112' R-21 UNFACED BATT INSULATION 4` ( AT ALL FLAT AND LOW PITCHED ROOF AREAS 4' G.O. 1 /411 11 - oil 4" E.H.C.I. HCUSE TRAP CONNECT TO APPROVED PLUMBING RISER DIAGRAM SEPTIC SYSTEM NO SCALE APRIL 16, 2022 I f E A E I A APRIL 15, 2022 E, 80 ECTE DNS Vr. X 1 / 411 = 1 - oil A '"' OlICIAT * J J [MY CUTCHOGUM 631 . 736 . 4. 399 631 . 335 . 16220 / MID POINT OF ROOF r _ r' / j r: ASPHALT ROOF SHINGLES / 14" LVL RIDGE BOARD 1/2" ZIP 5Y5TEM SHEATHING 2XIO" ® I6"OG RAFTERS 12 T.O.PLATE 0 ASPHALT ROOF SHINGLES GALVAL.UME 5TANDING SEAM METAL ROOF 2X4 48 OG COLLAR`' E5 . .. 36" ICE SHEILD STARTER STRIP 12 =- `'�- � n� 10 1/2" ZIP SYSTEM 5HEATHIN6 - 2XIO" @ 16"OG RAFTERS 1/2" ZIP 5Y5TEM SHEATHING 2XIO" ® I61100 RAFTERS R30-0 � � ............... ......... , FACED INSULATION �I ................._..........._. n-•y'�"�� _, --'" /2" GYP BD � .i -\ ---�----- ---- - -._.._._.-..-.- - ------ ----- ---- ----- ---...... - ---- - ----� � .................................... ..................................-.... —� --- ----- ----- .... - -- :- --- - -- ---- \� �\ T 0 PLATE M -..-._.. f II II t -- - _---_._ l i Li AZEK BEADBOARD SOFFIT _, -- - ALUAZEK NUM CUTTER B STEM 12" COLUMNS I AZEK BEADBOARD SOFFIT (AS SELECTED BY OWNER) I I I COVERED 2" CONT. SCREENED WENT O I 4X4 AGO POSTS — PORCH FAMILY ROOM I I TYPICAL EXTERIOR WALLS AT HOUSE: WDOD DECKING AS SELECTED BY OWNER) VAULTED CEILING HARDIE PLANK 51121% AT 6" TO WEATHER F-XF09JRE I I = 1/2" ZIP GABLE RAIL SYSTEM i I _..._ _ ... -_.___._...._. _.::._-:: -_ - SYSTEM SHEATHING ( OR RAILIN6 AS PER OWNER) - I O 3/4" PLYWOOD 5UBFLOOR = I X6@16"OG STUDS (BLOCKING MIDPOINT) 1 R-21 BAIT INSULATION......:..........----------------------------- --------._..-..----------._....----------------- T.0.5UBFL---------- ------- ----- -.._-...... ---- -......_.._.__..._......._..-._...------ --------------------------------------------- ---------------- ........... ---------------------- --- - - . :------ uuu l JU U ' ' - � I T.O.FOUNDATION 'B015E CASCADE' FIRE JOISTS ( FIRST FLOOR ONLY ) R-50 FACED BATT INSULATION-- , 2X6 TREATED SILL AVERAGE GRADE AT FOUNDATIO 14" LVL RIDGE BOARD J METAL TERMITE SHIELD � \ L J i i ..-- _ - SILL SEALER ,__ _ BASEMENT ! f ANCHOR BOLTS (SEE DWG AIO FOR 5PAGING AND SIZE) AppIZOX.EXISTING 6,R OT44E ASPHALT ROOF 5HINGLE5 pE12 ' �, •�--- "� 4" CONCRETE SLAB I^U j ,� 12 1/2" ZIP SYSTEM SHEATHING GRP�I96 TO $ 12 PIERS Yr/ 10 GONG. FOUNDATION WALL -- 6Xb #10 W.W.M. ON \ „ , O 10 2XIO" I b G RAFTERS `i1tL 4 #4 BARS VERT. ON WELL COMPACTED SAND BITL'•IINOUS DAMPPROOFING 2X4 @ 48"OG COLLAR TIES \ 12 ® 24"X24"XI2"D I (FOOTIN(5 TO GRADE) \� 6 GONG. FTC YVl _ T.O.FOOTING \ \\ #4 BARS ® 6 OG EA. WAY I'-10' W X 12"D CONCRETE FOOTING \ \ `\ I'-o" TYPICAL( ) W/ #5 BARS AND 2X4 KEYWAY ' r n,T fir P 2" ' �J J �)�} ! TOP OF PLATE IX8 AZEK FASCIA BD I/2" GYP. BD \ ALUMINUM GUTTER SYSTEM 5/4 X 6 DECKING R-35 BATT IN5ULATION AZEK BEADBOARD SOFFIT ON AGO SLEEPERS 2 GONT. SCREENED VENT I / 4" = I' - oilON RUBBER MEMBRANE ROOFING (SLOPE To DRAINS) = O ON TAPERED SLEEPERS ="'j REG ROOM K 3/4" PLYWOOD SUBFLOOR TYPICAL GARAGE BLD6 EXT. WALLS D G _ I IN TOP OF SUBFL IXIO TAG VERTICAL WOOD 5 ... ...... _ : ............., Y A5 SELECTED BY OWNS _...................................._----------------- — _. .1... __.. .-. l nn , n r i' .... �' __3 f Ta(:'3,�: ._. .. r:..... --- --- - - - ---- ��lU ✓��i,'U�ii �>>�)�)�) 'J��i�����r�lU i� �ui)�� �i � �(���f�i�)� l��u����J�i)t)� � 5 ��� � l � G T/I6" ZIP SYSTEM SHEATHING ._. ,� . __ u_v ---- _,_•: - -. ._. -_-..._......_--- . -__--- -- R-21 KRAFT FACED BATT INSULATION .-_... --- TOP OF PLATE 2X6@ I b"OG STUDS _ R-30 BATT INSULATION WEATHER BARRIER TYPE 'X' FIRE-CODE GYP BD (WALLS AND CEILING) LAUNDRY GARAGE 4" POURED GONG. SLAB Al bXb #10 W.W.M. ON 6RANULAR COMPACTED FILL PITCH SLAB 1/8"/FT TO DOORS TOP OF FOUNDATION 1 / 4" = 1' - oil ass .....0 ff` APRIL 16,2022G PR E I Fit E P " T E I /Al APRIL 1 22 0 , J � � 2 <. j j \\ \\• \\ 4/CUTCHOEBUE NY `` 631 . 736 . 4. 399 631 . 335 . 6220 . .. 12 g 0 5/4 X 6 DECKING ........................... ............ ....................... ......... ON AGO SLEEPERS ON RUBBER MEMBRANE ROOFING : ............................................... - ........................................... ........... ............. ............. ........ - ................. ......... ................. (SLOPE TO DRAINS) l .ON TAPERED SLEEPERS .................................................................I............. ............................................................................ ........................................................................................................................................................................................................... ............... ......................................................................................................................................................................................................... ....................... .................................................................................................................................................................................................... ..... .................. ........................... ........................................................................................................................................................................................ ......................................................................... - i / ..... .. .. — - .... . ................... .......... ....... .. . ..................................... : ......... ......... ............ ....... ... ................... ... ................ _ - - _ ALGME STANDING SEAM M ETA L ROOF 56" I SHEI D STARTER STRIP ....Q ........................................ ...................................................................................................................................................... 1/2 ZIP SYSTEM SHEATHING GALVALUMESTANDING SEAM METAL ROOF ............... g ........................... .. . ............ ..................................................................................................... ... 2XIO" @ I6"00 RAFTERS 36" ICE 5HEILD STARTER STRIP ....................................................... ............ ........................................................................... .. ........ ........_.......... ......... .' ..... ........... 1/2" ZIP 5Y5TEM 5HEATHIN6 .. . ....... ::............. ........................... ............................................................. 3" CLOSED AM 2XI0" Ib"OG RAFTERS ¢ r:.•.: .•:•. ..-_ -: - R-2'1 FACED SOTTO INSULATION \ . r,. 7 .._...................................1--.................................... .................... w�'CGu(1( u'r, a.R i12 ......................................� ............................... .....................-- ' '' _=a:� ( AT ALL FLAT AND LOW PITCHED ROOF AREAS ) 0 ................ . ............. , ... .. .............. ... ............. - I/ .... ............ 2" GYP BD 117, HARDIE PANEL SIDING = AT 6" TO WEATHER EXPOSURE o 1/2" ZIP SYSTEM SHEATHING r- 2Xb@ib"OC STUDS (BLOCKING @ MIDPOINT) . AZEK BEADBOARD SOFFIT -� �` R-21 BAIT INSULATION WOOD DECKING _ ( A5 SELECTED BY OWNER ) I PMR RM MA5TER BEORM 12 COLUMNS (A5 SELECTED BY OWNER) _ -- --- --------- 4X4 AGQ P05T5 I _ .-------------_. - GABLE RAIL SYSTEM I = 3/4" PLYWOOD%BFL OR _a ( OR RAILING AS PER OWNER) (EL 3b.0') T.0.5UBFL DATUM 0-0 - UU U 0 lo 6 6uu 0 0 u u u -------- -----------------.--............ mtarew®omm y�awawww"�yy�oya ' w w~w w w w w 'BOISE CA50ADE' FIRE J015T5 - I I (FIRST FLOOR ONLY ) L I-� —`- — -- _ — R-30 FACED BATT IN5ULATION 3 12'0 ST COL BASEMENT --— EXlS .._. w w TING ON 2'-0" X 2'-0" X 12"D 4 GONGRI� E SLAB V`U -— w w FADE LONG. FOOTINGS bXb #10 'A.W.M. ON `'�"�'� WELL COMPACTED SAND ``'"' "•. „w sew®,�,�wrw APPROX FINAL GRADE I _....._...._------- - ------------- -------------- -- - - : .: 1 /4" = 1' - 0" TABLE R402.4.1.1 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA AIR BARRIER AND INSULATION INSTALLATION CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACE SHALL BE COVERED CRAWL SPACE INSULATION,WHERE PROVIDED INSTEAD OF COMPONENT BARRIER CRITERIA INSULATION INSTALLATION CRITERIA WITH A CLASS I VAPOR BARRIER WITH OVERLAPPING JOINTS FLOOR INSULATION,SHALL BE PERMANENTLY ATTACHED TO TAPED. THE WALLS. A CONTINUOS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING AIR-PERMEABLE E INSULATION SHALL NOT BE USED AS A SHAFTS,PENETRATIONS DUCT SHAFTS,UTILITY PENETRATIONS,AND FLUE SHAFTS G24ERALREQUMEMENTS ENVELOPE. SEALING MATERIAL. OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR SEALED. NARROW CAVITIES BATTS TO BE INSTALLED IN NARROW CAVITIES SHALL BE CUT TO BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. — FIT OF NARROW CAVITIES SHALL BE FITTED WITH INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE THE AIR BARRIER IN ANY DROPPED CEILING OR SOFFIT SHALL BE CAVITY SPACE. CEILING/ATTICC ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND BARRIER SHALL BE SEALED. ALIGNED WITH THE AIR BARRIER. GARAGE SEPARATION CONDITIONED SPACES. ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING € F THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS ENVELOPE SHALL BE SEALED TO THE FINISHED SURFACE. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY IN EXTERIOR WALLS,BATT INSULATION SHALL BE CUT NEATLY TO THE JUNCTION OF THE TOP PLATE AND THE TOP OF EXTERIOR WALLS WITH A MATERIAL HAVING A THERMAL RESISTANCE, PLUMBING AND WILING SHALL BE SEALED R VALUE,OF NOT LESS THAN R-3 PER INCH — - FIT AROUND WIRING AND PLUMBING,OR INSULATION,THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE, SHALL EXTEND BEHIND PIPING AND WIRING. KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND SHOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE CONTINUOS ALIGNMENT WITH THE AIR BARRIER. SHOWERS AND TUBS SHALL SEPARATE THE WALL FROM THE INSULATED. SHOWER OR TUB. THE SPACE BETWEEN FRAMING AND SKYLIGHTS,AND THE JAMBS WINDOWS,SK''�'LIGHTS�DOORS — THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL AND OF WINDOWS AND DOORS,SHALL BE SEATED. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS COMMUNICATION BOXES.ALTERNATIVELY,AIR-SEALED BOXES — RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. SHALL BE INSTALLED. THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO HVAC REGISTER BOXES HVAC SUPPLY AND RETURN REGISTER BOOTS THAT PENETRATE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SU$FLOOR, — FLOORS,INCLUDING CANTILEVERED INSULATION. MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF WALL COVERING OR CEILING PENETRATED BY THE BOOT FLOORS&FEDORS ABOVE SUBFLOOR DECKING.ALTERNATIVELY,FLOOR FRAMING GARAGES CAVITY INSULATION SHALL BE IN CONTACT WITH THE TOP SIDE CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SPRINKLERS SHALL OF SHEATHING,OR CONTINUOUS INSULATION INSTALLED ON ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE THE UNDERSIDE OF FLOOR FRAMING;AND SHALL EXTEND MANUFACTURER CAULKING OR OTHER ADHESIVE SEALANTS SHALL — FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER - FRAMING MEMBERS. PLATES AND WALLS ORCEIL NGS. APRIL 1b, 2022 APRIL 15, 2022 BEEM cmru= o DNS \12 F1F= 8pD Elm C; m ¢ f.,i %.1; 1 1 /411 11 oil °> „f' f I 1 631 . 736 . 4. 399 631 . 333 . 6220 ', F7 APRIL 16, 2022 I I I I 12" APRIL 18, 2022 II IBLUE-EXTERIOR AIR BARRIER r_L1___ _ H _ YELLOW-THERMAL BARRIER ENERGY GOPM DATA RED-TITERiOR AiR BARRIER CASING � _ w F-w t uu 5/6"COX PLYWOOD Q J MIN.4"OVE-RLAP 0 5/5"x 3'BOLTS WITH �_ C'S aC R35 FACED WINDOW PERIMETER WASHER® 12'O.G. ig z BATT ATTIC INSULATION ALL STORM PANELS MUST BE Z I I NUMBERED AND CODED To WiNDon LOCATION 0 • PLASTIC-COATED v 'Q Q � T.O.PLATE 4 DRILL 4 HOLES IN CENTER OF _ PLYWOOD FOR PRESSURE EQUALIZATION PERMANENT ANCHORS Qiu p ►h _. la C1 m� Q 43 � N 3"BOLTS WITH 3WASHERS® 12"O.G. PL8"Y'OOD I O Q .�. C4 • 2 1/2'FROM ED6E OF PLYWOOD STORM PANEL Z j w w - o R-21 BATT INSULATION iI� � • INTO PLASTIC-COATED z U O PERMANENT ANCHORS d z A v N (NOTE-BOLTS MUST PENETRATE ( A Q }- c THRU WALL AND WINDOW FRAME AT LEAST 2 1/2" _ ~ o b�DROOM III I I „ I I I GLASS IQ z N F- CL z p 6 T.O.SUBF LOOP, 2X4 BRACING(2'DIM.TOWAR05 PLYWOOD) _ _ Oz Z � � N III ( I III ATTACH BRACING FROM INSIDE OF PANEL Q Z ~ v v £ ' I I I I TO OUTSIDE OF PLYWOOD WITH v Z z %3 tD -4 inw ° _ D tll p �N < � O T.O.PLATE V C� 2 10 GA.WOOD 50Ri YO th L l t ;t � v BEFORE INSTALLING SHUTTER Lou p D_ AUj q p zQ tu Q Om p Q WINDOW STORM PANEL ELEVATION - TYPICAL U_ Z o - O o � A55 DOOR STORM PANEL ELEVATION - TYPICAL = - �' ' ° Ei 0 0 i�LYWC�OJ� STORM SHUTTERS —GL Cl to n �eg '3n z t - CYN - N.rs. (MULTIPLE PLYWOOD PANELS) � nCo R-21 BATT INSULATION 43 d NAILING 5GHEDULE TABLE 3.4 COLLAR TIE ATTACHMENT N � C1110 3 � Q � Q DUYVYG ROOM JOINT DESCRIPTION NUMBER OF NAIL NAIL SPACING ROOF PITCH ROOF SPAN(Fr) A1NO SPEED 43 ROOF FRAMING (2 h � z O O � U - N T.O.SUBFLooR RAFTER TO TOP PLATE (TOE-NAILED) 3-5d PER RAFTER CEILING J015T TO TOP PLATE 3-8d PER J015T 5:12 12 4-10d CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.1 EACH LAP ZO b-lod CEILING J015T LAP°) OVER PARTITION (FACE-NAILED) SEE TABLE 5.'1 EACH LAP 24 a-lOd f 28 SPECIAL STORM PANEL DETAIL R-30 FACED BATT I TION COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 5.4 PER TIE TYPICAL BLOCKING TO RAFTER(TOE-NAILED) 2-Sd EACH END 32 sPEc1AL RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END 36 SPECIAL 4:12 12 3_,o TABLE R301.7 ALLOWABLE DEFLECTION OF TYPICAL STANDARD FOR HURRICANE RESISTANT WALL FRAMING 16 4-I0a STRUCTURAL MEMBERS 20 5-loa ALLOWABLE RESIDENTIAL CONSTRUCTION DETAILS TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d PER FOOT 24 6-IOd STRUCTURAL MEMBER DEFLECTION TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EACH 5112E 28 T-Iod REFERENCE STANDARD: STUD TO STUD (PAGE-NAILED) 2-Ibd 24" O.G. 32 8-10d RAFTERS HAVING 5LOPE5 6REATER THAN 3/12 WITH NO L/ 150 2020 iRG 36 SPECIAL FINI5HED GEILIN6 ATTACHED TO RAFTER5 HEADER TO HEADER(FACE-NAILED) Ibd I6"O.C. ALONG EDGES INTERIOR WALL5 AND PARTTTION5 H/ ISO TOP OR BOTTOM PLATE TO 5TUD (END-NAILED) 2-I6d PER 2X4 STUD 5:12 12 3-10d NO SUBSTITUTIONS: FLOORS AND PLASTERED CEILINGS L/360 3-I6d PER 2X6 STUD I6 4-1� ALL FRAMING HARDWARE 5HOWN ON THESE PLANS, 20 4-I0d ALL OTHER 5T>d1GTURAI MEMBERS L/240 ARCHITECTS NOTE TO THE BEST OF MY KNOWLEDGE 4-I6d PER 2X8 STUD 24 5-I0d UNLE55 OTHERWISE INDICATED, 15 SIMPSON STRONG-TIE. THE SUBMITTED DESIGN AND CONSTRUCTION DOCUMENTS EXTERIOR WALLS WI1H PLASTER OR 5T0004 FINISH H/360 �, BOTTOM PLATE TO FLOOR JOIST,BANDJOI5T, 2-Ibd PER FOOT 28 b-1051 NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. 32 Y_ipa EXTERIOR WALL5-WIND LOADS WITH BRITTLE FINIM5 L/240 DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO ENDI ARE IN COMPLIANCE WiTH THE 2048 IECC ENDJOIST OR BLOCKING (PAGE-NAILED) 3b 'I-10d ffN - OR WALL5-WIND LOA05 WITH FLEXIBLE FINISHE5 L/120 THE OTHER COMPONENT5 OF THE 5TRUGTURE,ANY FRAMING �j j��° �° �°j� (� FLOOR FRAMING b:12 12 3-I0d =5PAN L.EN6TH H:SPAN HEI6HT HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS ]BU�lL. DIH G =RMAL EN V J.l. LOPIS DJ.l,elU �°\C'MON JOIST TO SILL, TOP PLATE OR GIRDER{TOE-NAILED) 2-I6d PER J015T NULL AND VOID,AND AIL RESULT IN THE INSTALLER/CONTRACTOR 20 4-IOd A55UMING RE BPONSABiLITY FOR THE DE51GN AND TYPICAL TIE-DOWN BRIDGING TO J015T (TOE-NAILED) 4-I6d EACH END 24 5-10a PERFRORMANGE OF THE ENTIRE SYSTEM. @ ALL GORNERS HDUS I BLOCKING TO J015T (TOE-NAILED) 2-I6d EACH END 32 610d CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BLOCKING TO 51LL OR TOP PLATE (TOE-NAILED) I6d EACH BLOCK w/ threaded rod 36 ?-IOd WWDBORNE w/ threaded rod TOPO6RAPHIG LEDGER STRIP TO BEAM (PAGE-NAILED) 2-Ibd EACH J015T GRouND wiND DEBRIS SEISMIC SUB.EGT TO DAMAGE FROM WINTER Ice SHIELD FLOOD AIR FR>=Ez_ ml -1:I2 -12:12 12 2-10d EFFECTS ZONE J015T ON LEDGER TO BEAM (TOE-NAILED) 3-I6d PER J015T SNOW DESIGN T LIME DESIGN UNDeRLAY HAZARD ING NPEX AT ALL CORNERS t AT 16 3-I0d LOAD SPEED CATEGORY wFJITHERING MITE DECAY TEMP MET ReA 4-I6d PER J015T ALL HEADER JACKS WITH Simpson Strong-Tie BAND J015T TO JOIST (END-NAILED) 20 4-loa � �, DEPTH � 6' OR GREATER SPANS BAND J015T TO 51LL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT 24 4-10d 20 PSF 150 1-" C SEVERE 960 MOD.TO SLIGHT To II" YE5 NY 511 CS Coiled Strap 28 5-I0d HEAVY MODERATE SP4 ROOF SHEAT G 2 6-I0d 1 1/4' x 20 go.. STEEL STRAP EVERY RAFTER MTS20 6 10d X 1-1/219 STRUCTURAL PANELS ad PER TABLE 5.5 b-Iod PROJECT 51TE 15 WITHIN THE COASTLINE REGION. GIRDERS, SEE PLAN FOR SIZE (8) 8ol NAILS EACH END 7 10d X 1-1/2 CEILING SHEATHING TABLE 522F JACK STUD REQUIREMENTS 128 MPH, EXP05URE B II OR TO RAFTERS (FOR HEADERS IN EXTERIOR LOADBEARIN6 WALLS) WOOD FRAMED BUILDING I 7 10d X 1-1/2 GYPSUM WALLBOAI�D 5d COOLERS �" EDGE / 10" FIELD MEAN ROOF HEIGFfT< 35 FEET COLLAR TIES @ EVERY RAFTER PAIR MAY B E TO STUDS 3"HFADERAIDTH >8 GROUNDSNOALOAD BUILDING 15 ENCL05ED II •:' H10-2 SUBSTITUTED FOR RIDGE CONNECTORS — US�1oPx 1-1/2 WALL SHEATHING 30 P5F STRUCTURE 15 24 FEET WIDE WITH IS" OVERHANGS Ih " (8) 10d NAILS EACH E N D HEADER HEADER #OF JACK STUDS REQ. ROOF JOISTS 5PACED I6"OG •. STRUCTURAL PANELS Sd PER TABLE 3.9 SUPPORTING SPAN ® FA.END of HEADER GABLE ROOF SYSTEM: 40° 27° SLOPE ;• "'.r , FIBERBOARD PANELS (7/16") bd 3 EDGE / 6 FIELD ROOF AND 1. REFERENCE STANDARD UTILIZED I5 'WFCM' BY 'AF4PA' •• �- H10-2 TYPICAL ROOF / CEILING FRAMING GYPSUM WALLBOAiRD 5d COOLERS T" EDGE / 10" FIELD CEILING 6 2 8 3 PRESCRIPTIVE DESIGN' METHOD � `' ACCEPTABLE RAFTER OR TRUSS HARDBOARD Sd PER TABLE 5.4 2. FLOOR AREA: •i ISimpsonL S T A 21 PARTICLEBOARD PANELS Sd PER TABLE 5.4 12 3 I '• • 12 4 FIRST FLOOR 2610 5F I �ri�'•I Rafter to Top Plate @ 16" ❑C 16 lOd NAILS � 14 4 5ECON12 FLOOR 2113 5F I I SiMPSON STRONG-TIE L S T A 21 WALL SHEATHING GARAGE 812 5F I I ECCLQ-SDS2.5 16 10d NAILS 16 5 4 X 4 ACQ TREATED POST" � I I (LEFT DIRECTION SHOWN) CUT STRUCTURAL PANELS - I" OR LESS Sd 6" EDGE / 12" FIELD 3. DE516N LOA125: LIVE LOADS: I5T FLOOR 4OP5F I I Use every other nail h o l eOD 2ND FLOOR 30P5F I in a row to provide the °° LENGTH UPLIFT ANCHORS TABLE; 32A SILL OR BOTTOM PLATE TO FOUNDATION SP2 NOT REQUIRED 3: TABLE BSA TOP AND 80TTOM PLATE TO STUD LATERAL ROOF SNOW LOAD = 30P5F S P 2 code-required minimum E N D ANCHOR BOLT CONNECTIONS ACCEPTABLE CORNER POST TO GIRDER �_ center-to-center E) CONNECTIONS FOR WIND LOADS DEAD LOADS: ROOF = 10 PSF I°°l o S P 2 LENGTH BASEMENT/CRAWL SPACE 5/8' ANCHOR BOLTS IS 3'-0' O.C. SPACING Top of Posts to Girder s °Ie spacing for nails — SLAB ON GRADE 5/8' ANCHOR BOLTS 0 2'-9' O.C. SPACING HIND SPEED uo Ito 130 14o MINIMUM UNIFORMLY 015TRIBUTED LIVE LOAD5 �s0° ;;mTT22 I A STUD WALL HT G'RDER, SEE PLAN FOR SIZE 32 d SINKER I T T 2 2 BRACING WALL PERIMETER EDGE NAiL SPACING = 6'OC SPACING (�) USE LIVE LOAD (P5F) °' I TABLE 3.3 ROOF RAFTER CONNECTION REGUIREMEN75 (1N) EXTERIOR BALCONIES 60 16 8 2 2 2 2 DECKS 40 I A REQUIRED CAPACITY OF CONNECTION 10 2 2 2 2 CLEAR I Q U = UPLIFT LOAD ATTICS WITHOUT STORAGE to ACCEPTABLE T❑P PLAT EUJI ROOF SPAN U L 5 L = LATERAL LOAD 14 2 2 2 2 SPAN I I w 12 FT 264 235 280 (PERPENDICULAR) ATTICS WITH STORAGE 20 Simpson Strong-Tie I z I6 525 S SHEAR LOAD 16 2 2 2 2 ROOMS OTHER THAN SLEEPING ROOMS 40 SIMPSON STRONG-TIE Top Plate t o Stud I �, J IWOG SPACING 20 556 (PARALLEL) IS 2 2 2 2 SLEEPING ROOMS 30 f 24 447 20 2 2 2 2 STAIRS 4 X 4 ACQ TREATED POST I �_ 28 5001 GUARDRAILS AND HANDRAILS 200 CS16-48" LENGTH a00 ACCEPTABLE POST T❑ GIRDER (20-8D NAILS) 32 570 TABLE: 3.9A RAFTER/CEILING JOIST HEAL JOINT CONNECTION 36 632 ROOF LIVE LOAD 6ROUND SNOW LOAD TABLE R301.1 ALLOWABLE DEFLECTION OF END 20 f 30 f STRUCTURAL MEMBERS Top of Posts to G i r d e r TABLE BAA RAFTER AND/OR CEILING JOIST To TOP PLATE 2 24 36 12 24 ALLOWABLE Provide minimum e" LENGTH S P 4 n LATERAL AND !SHEAR CONNECTION REQUIREMENTS RAFTER SLOPE RAFTER REQUIRED NUMBER OF Ibd COMMON NAILS STRUCTURAL MEMBER DEFLECTION ALL SiMPSON CONNECTORS end distance 6 10d X 1-1/2 CU) WIND SPEED 120 150 140 SPACING(IN) PER HEEL JOINT CONNECTION AT TO BE 'G-485' GALVANIZED n RAFTERS HAYING SLOPES GREATER THAN 3/I2 WITH NO L/ ISO RAFTER/GLG JOIST WALL HT NUMBER OF Sd COMMON NAILS OR I 5:12 lb 4 "1 12 4 8 12 FINI5HED GEILIN6 ATTACHED TO RAFTERS Equal number o f Y Specified nails I SPACING(IN) (Fr) IOd E30X NAILS(TOENAILED) 4:12 16 3 5 8 3 b 4 INTERIOR WALLS AND PARTITIONS H/ 180 in each end T"�FIGAL HEADER TO WALL FRAMING REQURED IN EACH RAFTER AND/OR 5:12 I6 3 4 6 3 5 '1 FLOORS AND PLASTERED CEILINGS L/360 4 X 4 ACQ TREATED POST Simpson Strong- le 6 GEILIN6 J5T TO TOP PLAT- CONNECTION 1:12 Ib 3 3 5 3 4 5 ALL OTHER 5TRUGTURALMEMBER5 L /240 TYPICAL SECOND FLOOR FRAMING CS Coiled Strap 12 IO 2 2 3 9:12 Ib 3 3 4 3 3 4 EXTERIOR WALL5 WITH PLASTER OR 5TUCG0 FIN15H H/560 ACCEPTABLE STUD TO STUD 8 2 3 3 12:12 16 3 3 3 3 3 3 EXTERIOR WALL5-WIND LOA95 WITH BRITTLE FIN19E5 L/240 � Simpson Strong-Tie Bp 16 TABLE: 3.10 ROOF SHEATHING ATTACHMENT Floor-to-Floor Connection a D 10 2 3 3 EXTERIOR WALL5-WIND LOADS WITH FLEXIBLE FINI5HE5 L/ 120 I . SiMPSON STRONG-TlE ALL STRAPS TO BE APPLIED OVER �`�� MAXIMUM NAIL 5PAGING CBSQ44-8082 ;I 24, $ 3 4 5 NOTE:L:SPAN LENGTH H:SPAN HEIGHT ♦ SPl •• �`O CAR E I F '�i` o 10 3 4 5 SHEATHING LOCATION FOR COMMON NAILS PLYWOOD SHEATHING G EXCEEDS 10' I10 m WIND 120 h AI 130 m WIND 140 h WIND CS16-36 LENGTH HS•5 WHERE TOP PLATE TO RIDGE HT ph mph mph (20 10 D NAILS) \!` HALL HEIGHT 8' 1 10' E F E F E F E F ` II WRAP UNDER SILL AS REQUIRED 5/8 DIA. ANCH❑R B❑LT t TOP PLATE TO R106E ADJUSTMENT O *PERIMETER EDGE ZONE 6 6 6 6 6 6 6 6 @ 33`❑C (12' FROM CORNERS) H8 HEIGHT(FT) FAGTC�2 BY BUILDING DEPT.) a., CONCRETE PIER, SEE PLANS PR❑VIDE 3X3' BASE PLATE @ EA. ANCHOR B❑LT `' "• " `'' 10 1.00 100 lO INTERIOR ZONE 6 12 b 12 6 12 6 12 (9 FOR SIZE AID FOOTING INFO. ♦ o Q` • ACCEPTABLE , • r �a 15 1.15 125 n q �J 6ABLE END WALL RAKE 4 4 4 4 6 6 b b �F N -� 20' 14O 150 �J Simpson Strong-Tie E-NAIL 5PACING AT PANEL EDGES(INJ 3' MINIMUM .� .• Top Of PIER t0 POSTS '� °° Silt Plate to Foundation TABLE 5.11 HALL SHEATHING ATTACHMENT F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN SIDEC❑VER o• co °° @ each stud SHEATHING LOCATION MAXIMUM NAIL SPACING THE PALL.FIELD \ ° FOR 8d NAILS FOR ROOF 5HEATHIN5 AITHIN 4 FEET OF THE PERIMETER \\ °° BP TYPICAL BASEMENT/CRAWL 5PAGE FOUNDATION 110 rrpn WIND 120 mph M 190 mph WIND 140 RPh KIND EDGE OF THE ROOF,INGL.UDING 4 FEET ON EACH 51DE OF � 5/8' DIA. ANCHOR BOLTS TYPICAL GARAGE SLAB FOUNDATION E F E F E F E F •HE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE @ 36'❑C (12' FROM CORNERS) ' 4'PERIMETER EDGE ZONE 6 12 b 121 b 12 6 12 ATTACHMENT REQUIREMENTS 514ALL BE USED ACCEPTABLE . INTERIOR ZONE 6 I2 6 12 6 12 6 12 Simpson Strong-Tte. v..••, :. PR❑VIDE LBPS 3X3' BASE PLATE 2 EA. ANCHOR BOLT Stud to Band Joist * E-NAIL SPACING AT PANIEL EDGES(IN) • F-NAIL SPACING AT INTE304MIATE SUPPORTS IN ' •••: CONTHNUOUS LOAD PATH DHAGRAM THE PANEL FIELD �•. Jl. •.. = •�' FOR WALL SHFATHIN6 WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT REQUIREMENTS �:• .•,~ SHAu.BE USEDi . .•` :•°` NO SCALE 7 - - � �_111.1111 - -1111 111111111111-1111, III 1111111_1,11111� ­�­ . .....� � ' ' I , I �� � , , I ...", Division 9. Finishes 13854-Smoke DetectoP-Alarni-.-Provide and install a complete I z� I�� TABLE OF CONTENTS 07600-Flashing and Sheet Metal-Install appropriate flashing at 09000-Geneml-Contractor shall review construction documents hardwired smoke alarm system with battery backup.Provide at least �� �Z Division 1.General Rtqahm" 03300-Footings-Center all footings on walls,pien,or cohmms Division 6. Carpentry Roof Decking-Provide and install 1/2"ADVANTECH 'ZIP SYSTEM all joints of chimneys,dormers,walls,vent pipes and other and provide labor and materials pertaining to the finishes as one smoke alarm on every floor of the structure(including the Division 2.site work Division 2. Site Work above unless otherwise noted.Ali footings shall be placed at least code certified sheathing panels.Sheathing shall be connection points to prevent the infiltration of water. Flashing shall required in said documents and as specified herein,while basement)and both inside and outside of each sleeping areahoom. - Division 3.Concrete 12 inches below the undisturbed ground surface and rest on 06000-General- Cmtractor"review construction documents and installed with the face gram running across the rafters,vertical be assembled of 26 gauge minimum galvanized,corrosion resistant complying with all applicable building codes. Smoke alum me required in all sleeping rooms,according to the Division 4.Masonry 02000-General-Contractor shall review construction documents iradisturbed virgin,soil with minimum soil bearing allowable of provide labor and materials pertaining to carpentry work as required in joints staggered. Nailing shall be as per'Wind Code Sheer sheet metal.Valleys shall be wrapped with 20"wide galvanized 09250-Gypsum Wallboard-Gypsum board must be held firmly NFPA 72, National Fire At=Codo 0 interconnected in sach manner Division 5.Metals and provide necessary site worX excavation and grading as 4000 psf�tested for 95 percent compaction,or 3/4"stone compacted add documents and as specified herein,while complying with all specifications(Table 3.1). f1whing and extend 1011 in each direction from center-line of valley. . that the actuation of one alum Will activate all of the do=. The alarm Division 6.Carpentry required to construct said Project. in 12"Ift to 95 percent density if fill is requiredL Footings at applicable building codes.All nailing shall be done in accordance with 06160-Sheathing-Provide and install 1/2"ADVANTECH 123P SYSTEM Use 4"wide x 4"high long galvanized flashing between wall siding going the fiaming while fintening to avoid later movement of shall be clearly audible in all sleeping arleas over background noise Division 7.7bamal and Moisture Protection building perimeter shall be a minimum of 36"below ficist line, the New York State Building Code performed in a workmanship code certified shesdiing�wels.Nailing as per Wind Code Shoce table 3.1. and roof surfaces and step flashing between masonry and roof gypsum board on the shank of the nails or screws. levels with all intervening doors closed Mount the smoke alarm on manner and according to good building practices. - Roofing and A wessories 02200-Site Preparation-The area of clearing shall be maintained constructed of 3OW psi concrete.Footings shall be minimunt Ir and manufacturees spec a. surfaces.Keep flashing concealed except where exposed on vertical Nails or Screws:Nails and screws shall be a minimum 3/8' ceilings or high on walls.Ceiling-mounted alarms should be installed at Division 8.Dom,Windows eind Glazing within the limits shown on the appropriate site Plans. Remove deep with min.6"projection at each side of foundation wall. 06100-Rough Carpentry-Lumber shall.be of live,sound stock and 06162-Wood Sub-floors-23/32"ADVANTECH plywWsub-floor shall be surfaces or counter flashing. and a maximum of 1/2"from edges and ends of wallboard and lead four inches away from the nearest wan;woll-ruounted alarrag Division 9.Finishes stamps and matted roots,Dispose of trees and shrubs in accordance Provide 2"x 4"keyway between footing and foundation wall. property dried. Pressure treated.ACQ lumber shall be used where any installed.with both nails and approved sub-floor adhesive.Stagger 07630-Termite Shield-At pier and perimeter foundations,install die heads shall be seated slightly below the surfitce without Should be installed at lead four inches,but not more thaln 12 inches Division 10.Specialties with applicable garbage,reflise or weeds ordinance. Provide rebar(reinforcing steel)as detailed per the drawings. lumber shall come into contract with concrete,masonry block or sod joints a minitnum 2 stad spaces. For attic access,install necessary continuous flashing on all sides and top surface to prevent breaking the paper. Nails shall be spaced not to exceed 7"on away from the wiling.On vaWted wilings,be sure to mount the alarm Division I 1.Equipment and when using as support members for decks,porches or balconies. plywood walkways to meet applicable building codes. mb-terrain termites from penetrating the wood structure.Provide ceilings or g"on sidewalls. Head diameter shall be a nominal at the highest Point of the ceiling. Don't install smoke alarms near Division 13.Special Construction Soil Bearing-Foundation designs am based on a soil bearing 03300-Slab Foundations-Concrete floor slabs shall be Lumber for use at exterior shall have a maximum,12 Percent moisWm Cop-R Shield termitr shield over fibrous insulation. 1/4"with the length 1 1/2"to penetrate a minimum of 7/8"into windows,outside doors,or ducts when drafts might interfere with their Division 15.Mechanical value of 4000 psf. Foundations and 8168 are designed to constructed of 3500 psi concrete,4-thick reinforced with 10 gauge content. Provide adequate bracing and shoring during the constraction Engmecred L'urnber-All engineered lumber indicated on the 07714-Guam and Downspouts-Install 5"wide'K Style' nailing member Nails shall meet the minummin requirements operation.Do not paint apply finish or obstruct smoke alarms. Division 16.Electrical uniformly bear on well-compacted,well-drained 6"x&'welded-wire mesh continuous and rebar(reinforcing steel) process. Studs and joists cut to install plumbing and/or wiring shall be plms shall be Microllua LVL beams and Tms Joists as white aluminum gatters and 2'x3'downspouts of ASTM C514 and may included coated,etched treaW or Carbon Monoxide D&=w/Alarm-Provide and install a complete Division 1.General Lents non-expensive soils. Should on-site observations show that as per plans. Place slabs over well-compacted send fill and a 6 mil reinforced by adding metal or wood structural reinforcing to strengthen maralfactured by'iLevel'by Weyerhaeuser Corporation except First floorjoists or V2 round style gatters(as selected by Owner). mmular ring shanks to improve withdrawal resistance Drywall hardwired with battery backup Carbon Monoxide detector alarm General Conditions-All work shall be done in a workmalimhip foundation designs are not satisfactory,the Architect shall be vapor barrier. Construction or control joints"be provided in member back to original capacity and maintain structural integrity. which shall be"BOISE CASCADE"Tire Joids'. Attach every T-6"on center(OQ with straps and/or fasteners. screws shall meet the minimum requirements ofASTM C1 002. system.Install a minimum of one detector/alum per floor level like manner and in accordance wi,th good building practices and all contacted immediately to redesign foundations to slabs on grade so that the maximum am between joints shall be Holes bored shall not be lager than 1/3 the depth and not closer than 2- Installation requirements as set forth by the manufacturer shall be am (including basement)interconnected.in such manner that the actLmtion y and bold accommodate conditions. 400 sq.ft.and the length of flud area is not more than twice the to the top or bottom of the joist(see Drilling and notching below). strictly followed without exception. (Ibs includes all cutting and contain a No.2 Phillips driving recess.All fields to be screw of one alum will activate all of the alum. The alarm shall be clearly State and Local Codes.The contmetur shall raderanif width. Provide smooth steel trowel finish for all interior slab arew Wood Species: All structural lumber shall be Douglas Fir Larch - 07720-Roof Accessories fastened. hormlew the owner,Architect and their agents and employces from 02230-Site Clearing-Clear and grub the construction site. Grade and garage surfaces. Provide broom finish texture for all exterior Min.#2 and better structurally graded with minimum allowable stresses: drilling holes). Ali inquiries shall be directed to the marm&cturcr. Vents-Proper roof ventilation requires a minimum I sq inch of Joints: At gypsum wallboardjoints install a 2"strong,cross audible in all sleeping arcas over background noise levels with all end against all claims,damages,losses and expenses inchding budding site with appropriate soils. Existing t-ces to remain shall slabs. Slope exterior patio or porch slabs away from building at 900=fb-Extreme fiber dress in bending Except for cuttin to length,LVL beam and headers shall not be vent area for every 2.08 square feet of attic floor am Provide a threaded tape with a cross tmisile strength of 4S Ibs per lineal intervening doom closed. Carbon Monoxide alarms shall not be attorneys!fees arising out of or resulting from the perforrimce of be marked prior to clearing and protected to prevent damage. If any 1/4"of drop in elevation for every 11-0"in distance. At gamge slab, 1,600,000=E-Modulus of Elasticity cut,drilled or notched. Substitutions shall be only as approved by minitman of 144 square inches of f1ree air ventilation for every 300 inch.Press a strong,good quality tape fiw*onto sheathing installed within or near openings to Garages,Bathrooms or Furnace the work,provided such claim,damage,loss or expense(a)is damage is done to walkways,driveways,etc,the contractor shall provide positive drainage and taper lip at guage/overhead door. 061 1 0-Wood Framing the Architect. square feet of attic floor area.50%of the roof ventilation should be joints and around openinA imbedded in joint cement. At rooms. attributable to bodily injury,sickness,disease,or death,OrtO injury provide needed repairs.Repair or replace any damaged vegetation 03300-Poured Concrete Walls- Poured walls shall be 06200-Finish Carpentry-All architectural trim and woodwork located 4acent to the roof peak with the other 50%located in the comers and anOm install metal comer beads as specified by Division 15. Mechanical to or destruction of tongible property(other thim the workitselt) or terrain that is indicated to be Protected or is more thart ten feet constructed of 3000 psi concrete. Thickness of walls shall be as per Floor Framing-Information below pertains to conventional stick shall be No.I grade material suitable for appropriate finishes. soffit area under the eaves to provide natural convection throughout manufacturer.If corners are rounded,install comer 15000-Genem -Contractor shall review construction documents including the loss of use resulting therefirom,and(b)is caued in from the edge of any construction. the drawings with a minimum of 12" thick. fimning,if pre-engineered trusses are used follow marmflictures Wood that will be stained shall be clear of knots with concealed the attic area. reinfincement as required.Spread gypsum wallboard mud at I whole or in part by any negligent act or omission of the Contractor, Top of wall shall extend above the finished grade a guideliries for insftIllition. Pressure treated ACQ hiniber shall be joints. all tape joints,comer beads,nails and screw penetrations and and provide labor and materials pertaining to the mechanical or Subcontractor,anyone,direct,or indirectly employed by any of 02300-Earthwork-Excavate bottom of all foundation walls and . . used where any lumber shall come into contract with concrete, 07920-Caulking and Sealants -Use a 50 year warranty silicon *,stem as required in said documents and as specified hcnK them or anyone for whose acts ofthein may be liable,regardless of minimum of 4inches where masonry veneer is used and a minimum masonry block,roof curbing or roof blocking. 06220-Millwork-Interior Trim-Moisture content for interior based caulk at high expansion/compression areas,such as around where a smooth surface is needed. Apply second coat of while complying with all applicable Building and Health DcpL codes. footings at building perimeter a minimum of 36"below fiost line. of 6 inches elsewhere. Patch all voids and depressions exceeding chimneys,tile,ceramic,and around enamel and pre-fabricated tubs wallboard mud after a ininitimin 24 hours. After drying whether or not it is caused in part by a party indemnified hemander. Base of footings shall extend down to undisturbed virgm soil.All Girders: solid wood,two or more 2"planks,Isminatted woodwork shall be 8-10 percent to reduce excess shrinking. 15100-Plumbing All materials,asserriblies and methods of construction including but . 3/8 inch in any direction. and showers.For exterior windows,doorframes,interior trim, (minimum 48 hours),sand all joints and other am to a -plumbing shall be a fully operational Mt. not limited to forinwork blockwork,fiamin&nailing,placing of excavation shall be to a level below existing demolition debris. veneer lumber glue-lam beams,steel beam Provide and install interior wood tnm as shown in construction woodwork and other paintable surfaces use clear Latex based caulk smooth consistent surface. of hot and cold water. Provide land instill!all pipmg,sod,veirts, Board form all footing as required by soil conditions. 03300-Expansion Joints-Provide 1/2"thick by 4"wide Install Orders in pockets formed in the foundation or on top of documents. Install quarter round molding between hardwood floor, OP TougbRock Gypsum Wallboard for Interior Walls(or equal). drams,sewage removal and water supply systems to connect with concrete are to be carefully supelvised by the Contractor to be am bituminous expansion joint material at all surflaces where slabs die sill plate. The pocket should allow a minimum of I/r on ceramic tile or other hard surface material and baseboard trim.All equal): Sheath walls with 5/8"gypsum wallboard,either appropriate water and sewage rysterns. that they are in accordance with ihe&,swings,specification% Soil Compaction-Granular fill below slab on grade-soil shall adjoin raised slab,crawlspace or basement stem-wall CMU or both sides for air circulation. materials to be painted poplar. Provide and install appropriate insulation around piping. All applicable codes and good practice. Deviations from the drawings Division 8. Doors,Windows and GI�ON vertically with long edges parallel to ftaming,or horizontally he sand or sand and gravel mixture with no more than S% poured foundations. with long edges at right angles to firaming mernbers. permits and inspections am to be obtained by contractor as required and specifications shall not be permitted unless authorized in Sills:install single 2"x 6"solid ACQ pressure treated lumber 06400-Custom or Pre-fabricated Cabinetry-Provide and 08000-Gener�al- Contractor shall review construction by local building codes and the unfform.plumbing Code. writing by the Architect. The Contractolr shall be responsible for pawing the 200 mesh sieve,free of organic or other deleterious 03350-Concrete Finishing-Repair of surface defects shall begin horizontally on foundation. Bore holes in sills for anchor bolts. install all custom cabinetry and built-ins as described on construction documents and provide labor and materials pertaining to the doors and GP ToughRock Gypsum Wallboard for Ceilings(or equal) material,with moisture content between 3%and 6%.It shall immediately after removal of form or pouring of slab foundation. Sewer and Waste Piping-Drainage system shall be Schedule any shop drawings that may be required- Provide Cop-R Shield tcrinite shield over fibrous insulation. documents. windows as required in odd documents and as specified herein,while Apply a single layer of 518"gypsuin wallboard across the 40 PVC pipe,or cast iron. All connections shall have PVC The Contact warrants to the Architect and Owner that he be placed in horizontal layers with a thickness prior to Provide smooth steel trowel finish for all interior slab areas and FloorJoists: Space floorjoists 12"to 16"on center(OC)as complying with all applicable Building and Energy conservation codes. supports and fiasten with nails and screws. Offset joints Possesses compaction not exceeding 12 inches. Each layer shall be garage surfices. Provide broom finish tnture fbr all exterior slabs. indicated on the plons. Joists shall rest on a minimum.I lir 06430-Stairs and Railings-Provide and install stairease(s)as cement or appropriate joint compound and assembled fight for the pwdcula competence and skill in construction necewary to compacted with no less than two passes of a vibratory pad Slope exterior patio or porch slabs away from building at 1/4"of of bearing wood or3"of masonry. Cutjoists flush with the indicated on the drawings. In all sleeping arm provide an operable egress standard window with a between layers at least 10". Nails are spaced 6"on center no leakage. Condensate drains shall be constructed of build this project. tamper weighing no less than 500 tbs. Compaction shall drop in elevation for every 11-0"in distance. At garage slab, min 5.7 sq.fL opening am or door directly to exterior-maximum Bill with 1 1/4"heads. Screws are spaced 12"on center Schedule 40 PVC.Valves shall be Milwaukee Brand or equal. The Contractor shall verify all c)istmg conditions at the building achieve a minimam of 90%of the maximum dry density in provide pmttve drainage and taper lip at garage/overhead door outside edge of sill. Ifjoists are topped over Order,the Heights of treads,lengths of risers and overall width of stain and height of 44 inches above floor. Ceiling finish shall be smooth. site. Any discrepancies must be brought to the attention of the minimum amount of lap is 4"and maximum overhang is 12-. radings shall comply with applicable building codes. Refer to plans Doors,windows and skylights shall be installed per manufacturees Building sewer shall be approved Schedule 40 PVC pipe. Architect prior to commencement of construction. The Contractor accordance with ASTM D-1557(modified proctor) Patch all voids and depressions exceeding 3/8 inch in any direction.. Do not lap at wood I-bearns. Joists shall be installed so*9 with the following mimmurn standa* installation instructions and per ASTM E2112-07 GP ToiagbRock Finguard gypsum board(or equal)-Provide 5/8 inch Connection to approved Septic system shall comply with all shall be responsible for corrections not reported once he has AuW 023 10-Grading-Carefully remove loam and topsoil to be the end of the sub-floor sheet fiLU directly on the center of the Width-Stairways shaU not be less than 36 inches in clear width at "Standard Practice for Installation of Windows,Doors and Skylights" Fire-Rated Gypsum Wallboard in garages at common wall(s)and common local requirements. Caulk joints or provide neoprene gaskets work except for hiddenjob conditions. The Owner and Architect incorporated in the finished work and store wporate ftra the other floor joists.Nailjoists at each bearing point using one 10d nail all points above the permitted handmil and below the required ---- ceiling,around and over all heating units and gas water heaters(min.IGO sq.feet) fbr all sewer lines. Pitch diall be a minimum 1/8"per foot for must approve any and all substitations in writing. In the event excavated material. Failure to isolate loam and topsoil from the on each side. Nails shall be at least 1 1/2"from ends.Wood headroom height Handmils shall not project more thim 4%inches 08500-Windows-Confirm that openings are compliant with all and as required by applicable building codes.Nails shall be 1 3/4"long,spaced a soil lines larger thim 3"diameter and a minimum of 114"per additional detail or guidance is needed by the Contractor or Owner other excavations shall require that said soils not be used as topsoil. cross bridging shall be used and at least nominal I"x 3" on either side of the stairway and the minimum clew width of the applicable building codes concerning egress,lighting and ventilation maximurn of 4?'on center(OC)around perimeter and 811 on center(OC)in the foot for soil lines 3"diameter or less. insulate all interior for construction of any aspect ofthe project,he shall immediately lumber with two 6d nails at each end. Install one row of stairway at and below the handrail height,including treads and requirements. Temper all glass located within T-O"from exterior doors, field of the board. dram/waste piping with batt insulation for sound attenuation. I notify the Architect Failure to Ove notice shall relieve the 023 11-Final Grading-Keep exterior finished grade a minimum bridging for 12'-O"spans and less,over IT-O"spans install two landings,shall not be less than 31%inches where a handrail is all ghm in doors and above tub enclosures and as per below.Provide Mold-GuardlM Gypsum Board(GP ToughRock Mold-Guard.Gypsum Water Pipes-From existmg water line,install code approved Architect of responsibility for the consequences. of 8"below finished bottom of siding elevation(unless otherwise rows of bridging.Double joists(minimum)around all openings installed on one side and 27 inches where handrails,are installed and install necessary windows and appropriate hardware to operate and Board) (or equal) Apply a sWe layer of%inch Gypsum board at high humidity piping.Use 1/2"minimarni lines The Contractor shall obtain all,Awmvals and Permits as required specified-am construction documents for end locations)by and under partitions. Block betweenjoists under partitions. on both sides. lock.windows. Vtrmdows in all sleeping areas shall comply with Code areas such as kitchens,bathrooms,basements and laundry room walls and ceilings. fiem.supply lines to each plumbing fixture as required. At including the Certificate of Occupancy. backfilling with appropriate soils. Provide swales with positive Where flush firaming occurs,use min.16 go.galvanizedjoist hangers Headroom-The minimum headroom in all parts of the stairway requirements for emergency escape with appropriate egress hardware. water hesters and hose bibs install a minimum 3/4"pipe. The Contractor shall carry Liability Insurance to protect the outfiall and slope grade away from budding to allow water to dram Drilling and notching:Notches in solid lumberjoists, shall not be less theri 6 fed 8 inches measure vertically from the Minimum net clear opening"be 5.7 sq.fL,minimum net clear width 09300-09400-Tile and Marble- Contractor shall properly clean all surfaces to be From water heater install 3/4-pipe to each room with branches Contactor and his Subcontractors,Owner and Architect and their away ftom the budding foundation. Do not backfilt against Division 4. MnoM(Where indicated) rafters and beam shall not exceed one-sixth of the depth sloped plane adjoining the tread nosing or from the floor surface shall be 20".minimum net clear height shall be 24"and sill height shall covered and install appropriate underlayment per marnifixturer's recommendations. to fixtures as described above.Fittings shall be wrought agents and employces;and Wd�man!s Compensabon in amounts as foundation until first floor deck is completely bramed in place. 04000-General-Contractor shall review construction documents of the member,"not be longa than one-third of the of the landing or platform. not exceed 44"above floor Hardware Finish shall be:bronze Consult Installation should be coined out with a slow setting cement adhesive,well mixed per copper,soldered with 95-5 solder and suitable flux.Use depth of the member and shall not he located in the Risier Height The maximum.riser height shall be 8 V.inches. The window and glazing schedule below manufficturer recommendations.Grouting of control joints can be executed either with polished chrome adjustable brass P-traps with wall escutcheons 4 required by law. and provide labor and materials peiiatrung to masonry work as middle one-third of the span.Notches at the end of the nser shall be measured vertically between leading edges of the Witadows shall be rated at:U<US;SHGC-5 0.41 cement-based grout or with resin based organic materials. at all exposed locations. I The Ckintractor shall fully guarantee fbr the period of one year,his 02312-Rough Grading-Prior to commencement of earthwork, required in add documents and as specified herein,while � work and the work of his Subcontractors. Paving and roofing shall perform such soil and rock removal and filling as may be required complying with all applicable budding codes. member shad not exceed one-forth the depth of the adjacent treads.The greatest nser height within.any flight of stairs Windows and Glass doors shown on the plans are'ANDERSEN 400 SERIES' Ceramic Tile-Installation:Use thin-set method for waft full Mud set at floors. All Provide shut-off valves and air expansion chambers at all . to facilitate the progress of the work and bring all elevations to the member. The tension side of members 4 inches or shall not exceed the smallest by mom than 3/8 inch. with Low E-4 insulated glass. tile work to be done in accordance with the American Tile Council specifications sinks,toilets,water heater and other fixtures as required. Test be guaranteed for five years(fifteen year guarantee for rubber rough grade lines indicated on the Contract Documents. Fill or 04ID80-Masonry Anchorage and Reinforcement greater in nominal thickness shall not be notched except Tread Depth-The immmum tread depth shall be 9 inches.The Floors:Contractor shall properly clean all sinfoces to be covered and install all pipes under 100 tbs pressure or as per building code roofing). All repairs shall be guaranteed for a period of one year. backfill as require& Ties-Install corrugated me6d,metal wire brick ties. at the ends of the members. The diameter of holes bored tread depth shaR be measured horizontally between the vertical appropriate underlayment per rannufacti=r's recommendations. requirements. The veneer must be securely attached to the existing or cut into members shall not exceed one-thud.the depth planes of the foremost Projection of 4acent iwadsi and at a right Walls:Contractor shall properly clean all surfiwes to be covered and install Waste Drainage-Install sewage clean-out at the end of each 01 600-Product Requirements(Scope of Work)-All matelials 02315-Excavation-Carry out the excavation,dewstering, constracdoiL Provide one tic for each 2 2/3 sq ft of wall arm of the member.Holes shall nat be closer than.2 inches to angle to the treaCs leading edge.The greatest head depth within Identification- Each pane of glazing installed in hazardous locations mmandevery 100 feet per building code shall be installed in strict accordance with die manufacturees sheeting and bracing in such manner as to elimin anyponibility The maximum spacing of ties,either horizontally or vertically, the top or bottorn ofthe membcr�or to any other hole any flight of gum&hall not exceed the smallest by more than 3/8 shall be provided with a marrafactarer's or installer's label,designating appropriate underlayment per mamiflicturex's recorninendations. requirements. Vl�mts shall be installed throughout plumbing written specifications or Matell-hil!s Institute Standards-Where the ofundermining or disturbing the foundations or any existing should not exceed 24 inches. This tie spacing applies above located in the member Where the member is also inch. the type and thickness of glass and the adety glazing standard with 09600-Floor Finishes- contractor dmil property clean all surfaces to be connections and connected with the vertical stocks and vented mumfitctumes recommended&itaib are used,the manitficturer structure or any work previously completed. and below grade. notched,the hole shall not be closer than 2 inches to the Wmder Treads -vvinder tmids shall have a nunimurn tread which it complies,which is visible in the find installation. covered and install appropriate underlayment or preparation per manufacturer's through the roof. shall be responsible for the perf(irmance of their product All Items Tic Fasteners-Wood Frame-Install corrosion resistant nails notch. depth of 10 inches measured as above at a point 12 inches from Safety Glass Requirements-Provide sakty glazing at the following locations: recommendations. 15410-Plumbing Fixtures-Provide necessary piping,water and not specifically mentioned dud are required to make the vork 02500-Utility Services-Install necessary utility services,such as to attach the corrugated metal ties to wood frarrie construction. Exterior Walls-All exterior walls shall be constructed with the side where the treads we narrower Winder treads shall have a 1. Glazing in swinging doom. drams for plumbing fixtures as shown on the conduction complete and operational shall 1be included. electricity,water,gas and oil,sanitary sewerage and support The nails should penetrate at least I 1/4r into the wood studs. minimum tread depth of 6 inches at any point Within any flight 2.Glazing in fixed and shdmg panels of sliding glass door assemblies 09640-Wood Flooring-Install a single layer of 15 th felt vapor barrier between documents and listed herein. Installation and Storage-All rnatcriaL%supplies and equipment structures for power and communications. Coordinate requirements Concrete or Masonry-Install ties with lag bolts and 2"x 6"wood studs per plans at 16"on center(OC),with of sudrs,the greatest winder tread depth at die 12 inch walk line and panels in slidmg and b6old closet door assemblies. sub-floor decking and hardwood floors. When installing hardwoods over a concrete 15700-Heating,Venting and Air Conditioning-11VAC shall be shaill be installed per mimuflachyrees recommendations and per with local utility providers. All utilities shall be located � expansion shield or masonry nails. The fasteners and anchors single bottom plates7and double top plates throilghout.Lap cap shall not exceedthe smallest by more then 3/8 inch. 3.Glazing in storm doors slab install a layer of 3/4"plywood as underlayment over 6 mil polyethylene. Along a fully operational engineered systm designed to meet local applicable codes and requirements. Material stored on site shall be underground from street to budding,unless otherwise stated. should be common resistant. When installing a continuous plate at comers and over mininnim 2 studs in horizontal runs. Profde.The radius of curvature at the leading edge of the tread 4.Ghming in all unframed swinging doors. walls and permanent objects,install a 1 inch quarter round molding to conceal weather conditions and budding requirenients. All permits and protected.from damage by moisture,wind,aim,abuse or any other Provide solid blocking at mid-height of all 8 feet in height exterior shall be no greater ftn 9i',6 inch. A nosing not less than%inch 5.Glazing in doors and enclosures for hot tubs,whirlpools, expansion area. inspections shall be obtained by contraLctor as reqmred by applicable harmful affects. 02750-Concrete Pads and Walks-where concrete paving and steel angIc it should conform to ASTM A36 and be treated to walls and at 1/3 points of all walls in excess of 8 feet in height. For but not more&an I Kind shall be provided on stairways with saimas,steam rooms,bathtubs,and showers.Glazing in any part of Wood flooring shall be tongue and groove construction,3/4r No.1 Red Oak flooring. building codes. Heating Equipment to be"ENERGY STAR RATED" exterior slabs am specified in the drawings,provide light duty resist corrosion. exterior comerjoints,install(3)2"x 4'"s,or 2"x 6's nailed solid risers.The greatest nosing projection shall not exceed the a building wall enclosing these compartments where the bottom or as per Owner. All work and materials to be in accordance with the latest edition of A.S.HJLA.E. 01 630-Product Substitution Procedures-Contractor to . : 04090-Masonry Accessories together Where interior partitions meet exterior walls,install 2 smallest nosing prqection by more than 318 inch between two exposed edge of the glazing is legs than 60 inches measured Use 2"barbed fasteners of approved staples for installing plank or ship flooring. paving consisting of a 4"thick slab on sub-grade compacted to 98 1 vertically above any standing or walking surface. standards and meet the following performance specification: investigate proposed products and determine that they are equal or percent density with 3500 psi concrete reinforced with 6"x 6"#10 Flashing-Flashing materials may be biturninous membranes, studs fastened together with 2"x 4"blocks approximately one foot stories. A nosing is not rqxired where the tread depth is a After a minfinum of 48 hours,sand and finish,using a stain coat Heating,provide 70 degrees F.dry bulb inside when 0 superior in all respects to proft;w specified.Coordinate installation welded wire mesh per section 03220. Consult she plan for plastics,sheet metals or a combination of thesm Continuous long. One block is placed at the bottorn,one at the top and one . . of 1 1 inches. T'leveling of nosing shall not exceed I/S 6.Glazing,in an individual fixed or operable panel adjacent to a door (as per owner)and a minimum tree coats ofpolyunthene. degrees F.outside of accepted substitutions into the Work,making such changes as additional information. EVansionjoints shall be installed as in � flashing shall be installed of the botborn of the air space. about center of the studs. inch. Open risen shall rA_allow the passageof a 4 inch diameter where the nearest vertical edge is within a 24 inch arc of the door may be required for the Work to be complete in all respects. standard concrete practices.Controtjoints shall be installed at Flashing must be at or above grade. Flashing should be Where exterior openings occur on 2"x 4"exterior walls,provide -- - sphere between the treads-, in a closed position and whose bottom edge is less than 60 inches 09900-Paints and Coatings- The contractor shall famish material for and execute Cooling:Inside not to exceed 78 degrees F.dry bulb when 01700-Execution Requireirtents-The execution of all work shall pro.determined locations no later thm 12 bours after installation. installed at the heads and sills of all openings and wherever the stracturell headerls designed with minimum(2)2"x 1W"s with a 1/2" Landings-Then shall IN a floor or landin at the top or bottom of above The floor or walking surfitce. all painting and shining of all exterior and interior woodwork and walls,completely outside 95 degrees F.dry bulb 75 degrees F.wet bulb. be in strict acmdanee with gme specifications and manufacturer's air space is interrupted. Flashing should extend through the continuous plywood flitch plate nailed between the T'xI0"s.(For 7.Glazing in an individual fixed or operable panel,other thern those finishing and protecting the buildfi.g in accordance with the drawings and specifications. Cooling Equipment shall be AIC 14.5 SEEP,minimum. written specifications or Nfatend!s Institute Standards.VAere the face of the brick veneer to form.a drip edge. Where the 2"x 6"exterior walls provide(3)pieces of 2",1(r lumber fastened each stairway(except at the top of an interior stairway provided a -locations dweribed in items 5 and 6 above,Oat mocts all of the All materials to be beat quality Benjumn Moore(or equal)paint,Low or zero VOC. Mcc�am Al 59-926fiCationis;��95%AFUE Propane Boiler manuflicturces recommended di,ftils are used,the manuflicturer Division 3.Concrete flashing is not continuous,such as at heads and sills,the ends securely together.)or as indicated on the plans. At window SMS, door does not swing over the stain). A flight of stain 60 not following conditions: Submit color samples for Ownees approval prior to application. ;?-.95-EF On Demand Propane DHW shall be responsible for the perfixtrumce of their Product.All work should be tamed up approximately 1 inck provide a single piece of 2"x 4" 2"x 6"lumber.Provide double have a vertical rise grWer Am 12 feet between floor levels or 7.1 Exposed area of an individual pane greitter than 9 square fwL �!.16 SEER AC Equipment 03000-General-Contractor shall review construction documents landings. The width of each landing shall not be less than the 7.2 Bottom edge less than 18 inches above the floor. All finished surfaces shall be left smooth,even and firce from defects. No paint shall Equipment shall meet the Performance requirements of the latest not specifically mentioned that is required to make the work and provide labor and materials pataining to concrete and Weepholes-Masonry weepholes an required above flashing jacks for openings 61-0"wide or;eat;r unless otherwise noted. stairway served.Every landing shall have a minimum dimension 7.3 Top edge greater than 36 inches above the floor. be applied to wet or damp surfaces,or before undercoat is dry or before all surfaces are NY State Energy Conservation Code. complete and operational shall be inchuled. foundations as required in said documents and as specified herein, in masonry cavity wall condruction.Weepholes should be Provide%"plywood sheathing at exterior wall comers for shear of 36 inches meamired in the direction of travel. 7A One or more walking sinflaces within 36 inches horizontally of put in proper condition by the respective trades. All rust grew and erection marks Tbermositats&hall meet a minimum required range of 45 degrees F. Codes Design is and construction shall be in compliam with the while complying with all applicable building codes. located in the head joints immediatBly above the flashing,and wall strength and stiffiiess. Stairway Wallcing Surface -The walking surface of treads and the glazing. shall be removed from surfaces to be painted,and all woodwork shall be sand papered to 75 degrees F.for heating only and 45 degrees F.to 85 degrees F. 2020 IRC,2018 MCC and all spaced at 16"on center. Interior Walls landings of stairways shall be sloped no deeper than one vertical 8.All glazing in railings regardless of an area or height above a before starting work. All nail holes,cracks,etc.shall be puttied full and smooth. for both heating and cooling and ENERGY STAR Labeled State and local building codes. It is the responsibility ofthe 03050-Concrete Specifications-Ali conicrete work shall be 04220-Concrete Masonry Units(CMU)-Shall be in accordance All interior walls shall be wood studs,with single bottom plates and unit in 48 inches limizontal(2-per-cent slope). walking surface. Included are structural baluster panels and Putty shall be applied after the priming coats on surffices that an to be painted or programmable. y designed on the basis of"Strength Desigor in accordance with ACI double top plates throughout Provide solid blocking at mid height Handrails.Handraits shall be provided on at least one side of enameled. Contractor to insure comphaw-�with said codes and modif with ASTM C90 or C145,1500 psi cornpressive strength,grade N, nonstructural in-fill panels 158 1 0-Ducts and Diffoem-Layouts for vents and diffasm shaii the specifications as needed to 4mmply with such codes 3 1 8"Budding Code Requirements for reinforced COamtM- Type 1,hollow core load bearing CMU and shall have a minimum of all walls which exceed 9'-O"in height. each continuous nut of trm&or flight with four or more risen. 9.Glazing in walls and fences enclosing indoor and outdoor Wood floors to receive two coats Verithane Diamond Point-clear non-yellowing saitm be provided by HVAC contractor as require& An supply ductwork (Notify Architect of all changes). Concrete work shall be proportioned in accordance with ACI 301" not compression strength of 1900 psi.Use Grade N,type 1, Headers and Orders in non-load-bearing walls shall be per plan Handrail height-Handmil height,messaired vertically from the sloped swimming pools,hot tubs and spas where the bottom edge of the finish (N.I.C.) in unconditioned spaces to be thermally insulated to nummum R---8 Measurements-The Contractor shall check and verify all Specifications for Structural ConcreWl and ACI 21 1.1- specialty&hopes load bearing concrete masonry units as specified. (minimum.2-2x6). plane adjoining the tread mosing,or finish surface of romp slope,shall glazing is less thim 60 inches above a walking stuface and within with leakage maximum of 6 CFM25/100 sq.ft.of conditioned floor dimensions and conditions before proceeding with construction. Recommended Practice for Selecting Proportions for Normal Standard width of mortar joints for both horizontal and vertical Headers and girders in load-bearing walls shall be per plan not be less than 34 inches od not more than 38 inches.Handrails for 60 inches horizontally of the water's edge.This shall apply to Gypsum wallboard to receive miniman.one coat prime-seal and minimum two coats arm Do not scale drawings Noted dimensions take precedence. Weight Concrete". Concrete slabs,patios,driveways,Wang and . . (Minimum 2-2xlO). stairways shall be continuous for the full length of the flight, single glazing and ad pan=in multiple glazing. finish paint(color and type as selected by Owner)or as per the drawings. foundations shall be constructed of a minimum 3000 to 3600 psi joints shall be 3/8 inches. Joints shall have a full mortar coverage. (except where intmupted by a newel post at the tam) 10. Glazing adjacent to stairways,landings and ramps within 36 Division 16. Electrical Workmanship -Workmanshij)shall conform to the best and concrete,28 day ted,with a 4"minimum to 6"maximuln slump Lay CMU plumb with all courses level using appropriate comer Coiling Joists:The size and spacing of ceiling joists is as per the firom.a point directly above the top riser of the flight to a point inches horizontally of a walking surface when the exposed surface All ortanor woodwork(trim boards,soffits,fimuts,window and door trim)to be 16000-General-Contractor shall review construction documents highest standards of quality in each trade and shall include all maximum,air-entrained to 5-8 %. No additional water"be blocks at comen,window and doorjambs. Reinfiorcing mesh shall plus.At openings in wilings,double joists for structural rigidity. directly above the lowest riser of the flight. Handrail ends shall be of the glass is less than 60 inches above the plane of the adjacent primed on all 6 sides prior to installation(prime all end cuts)and finish stained. Color and provide labor and materials pertaining to the electrical system items of fabrication,construction and installation. All work added to concrete after slump test is recorded.Concrete should be a be installed in the three courses above all openings and shall extend Nailing shall be as per`Wmd Code Sheet"specifications as found in retumed or shall terminate in newel posts. Handraiis adjacent to a walking su&ice. to be selected by Owner. as required in construction documents and as specified herein,while shall be completed by skilled tradesmen and mechanics. 3 feet 9 inches beyond each side of opening. Mesh shall be the drawings.The ends of each ceilingjoist shall,have not less than wall"have a space ofnot less than.I%inch between the wall All exterior Mahogany wood to be finished with 2 coats translucent'SlUens CetDI Installation of all equipment and materials shad be in strict mix of high grade Portland ccmcnt�clean sand or granular fill and I 1. Glazing adjacent to stairways within 60 inches horizontally of the complying with all applicable building codes,local utility washed gravel or crushed stone as coarse aggregate per ACI 530. installed in every third course of all masonry unit walls. Cut block I%inches ofbearing on wood or metal and not less than 3 inches and the handrails. bottom tread of a stairway in any direction when the exposed Dek finish!(or equal)applied as per mamificturees specifications. . ents and building redtictions. accordance with manufactur�ers recommendations and with a callborandum saw. Use solid load-bearing block when on masonry or concrete. Handrail Grip Size-Handrails with a Circular cross section&ban surface of the glass is less than 60 inches above the nose ofthe tread. 1 20-Conductors and Cables applicable codes. Maximum aggregate size shall be 3/4".Ali aggregates shall conform required for structural purpose. have an outside diameter of at least I%irich and not greater than 2 inches. -Provide and install necessary Insurance-Builders Risk 1mrance shall be maintained by to ASTM C33.Gravel should be well graded and not exceed 1 1)2" Roof Framing: Construction components very according to All steel to receive minimum one coat zinc chromate primer and exposed steel areas to circuits and breakers for appliances as stated in manufacturers the contractor daring the course of construction unfit final in size. Water shall not exceed 5 1/2 gallons for each bag,unless geographical location and the aim of the overall structure. The size If the handrail is not circular it shall have a perimeter receive two coats enamel finish recommendations per applicable building code requirements sand is very dry. Concrete"be mixed using an approved batch and spacing ofjoists and rafters are as per the plans. At openings in dimension of at least 4 inches and not greater than 6%inches with Branch circuits shaU be wired with No.12 gauge wire. acceptance by the owner All bondmg and insurance machine or mobile mixer until uniform in color and providing a 4" root double joists for strachuml rigidity.Naift shall be as per a maximum cross section of dimension of 2 Kinches. 09912-Interior Walls-All nail heads shad,be ad below the surface and finished Install GFI circuits with No.12 gauge wire in all wet areas,baths requirements shall be coordinated with the Owner prior to . . Division 5. Metals Division 7. Thermal and Moisture Protection smooth. Joints should be toped and covered with a suitable drywall joint compound. beginnin construction.All comtractors"provide and be to 6-maximum dump. No concrete work shall be Vind Code Sheet-7 specifications as found in the drawings.Ridge and exterior outlets. solely responsible for necessa*,barricades and safL-ty permitted during ternperatures of 40 degrees F.and fallings. No 05000-General- Cwtractor&hall review wristruction documents board shall be at load 2-nominal thickness mad not less in depth 07000-General-Contnctor shall review construction documents Sand the spackled nail heads andjoint compound smooth and dust wen before priming. Interior walls shall receive a primer coat and two coats of flat or semi-gloss 16140-Wiring Devices-Install white receptacles,switches and precautions,and strictly adhere to all governing codes on concrete shall be placed on frozen surflices. No additives shall be and provide labor and materials pertaming to metal work as thim the end cut ofthe rafter. At all valleys and hips there shall be a and provide labor and miderials Pertaining to thermal and moishurc paint Surfaces shall be sanded before each finish layer is applied. cover plates as per construction documents. safety,including the OSHA Act. Permitted. required in add documents and as specified herein,while valley or hip rafter not less than 2 inch nominal thickness and not protection work w required in said documents and as specified For exterior receptacles install gray cover plates. When two or 01740-Cleaning-Construction site to be in a clean and orderly 03 100-Concrete Formwork�Reinforcement and Materials- complying with all applicable building=lea. less in depth thari the end cut ofthe rafter.The ends of each rafter herem,while complying with all applicable budding codes. 09930-Interior Wood-Wood surlimes shall be sanded smooth before finish is more switches or receptacles are located together,gang with one Provide all labor,materials and equipment necessary for the not less&an I%inches of bearing on wood or metal(M bearing 07100-Waterproofiqgg&Dampproofing-Alljoints and common faceplate. If they cannot be gouged,install with a condition throughoirt the construction process. Clean interior completion of the plain and reinforced concrete called for on the 05 100-Structural Metals-All structural metal for beams and at top plates)and not less than 3 inches on masonry or concrete. penetrations in walis,floors,and roofs shall be me&watertight using applied. Putty arm with a wood based filter where nails or other def"appear in the minimum distance between units. Install all receptacles at 18"on spaces prior to the start of finish painting and the application of plans. Concrete when deposited shall have a temperature ranging plates shall be in accordance with ASTM A-36. All structural steel approved methods and materials. surface. center(OC)above finished floor(AFF),unless otherwise noted. At other finishes.At the conclusion of construction,the project shall be for steel columns sholl comply with ASTM specification A-53 Slab Foundations-Install a minimum(6 mil)polyethylene Paint/Stain-Prime wood surfaces including faces,edges and ends before counter%locate receptacles at 44ron center(OC),above finished property cleaned. This should include but not be limitedto; between a minimum of 50 degrees Fahrenheit and a maximurn of 90 Grade B or A-501. Structural steel columns shall be 3"minimum vapor barrier at all slabs,directly underneath concrete. Lap installation. After install apply at lead one coat of wood primer and two floor(AFF). Install switches at 48"on center(OC)above finished cleaning the interior and exterior ease,am&=exposedto view, degrees Fahrenheit inside diameter,unless noted otherwise.All steel details and joints not lea thim 12 inches. coats of finish paint Surfaces shall be sanded before each finiah layer is applied. floor(AFF). Locate light switch cover plates 6"from frame of door remove temporary tabcls,stams and foreign substances,polish 03210-Reinforcing Steel-Reinforcing steel(rebar)shall be connections shall be in accordance with ft requirements of the 07200-Thermal Protection-Insulation- Effective R values" or corner of wall. Switches shall be:as per Electrical plams transparent and glossy muhms,vacummi carpeted and soft nirflace minimam ASIM A615,grade 40.All reinforcement splices shall.be latest AISC specifications and latest ravisions. Provide all required be in accordance with local and state energy codes. Floor,walls and areas,sweep and mop all tiled surfaces,etc. Replace filters of as follows:#4 bus 25"minimum,#5 bars 35"minimum.All rebar anchor bolts,bearing plates and metal ties required by standard ceilings insulation shaU be constructed with:high density spray foam Division 1 1.Equipment 16500-Light Fixtures-Provide necessary circuits and wiring for operating equipment. Clean equipment and fixtures to a wntary (reinforcing steel)"be located 2"clear from bottom and side of practice and as noted below. light fixtures as shown below All lighting sholl be switched as condition.Remove all waste and surplus materials. footing and 2"clear from top. .All reinforcement splices shall be and batt insulation unless otherwise noted in the drawings. I 1 000-General-Contractor shall review construction noted on construction docurrieuts.For exact locations of fixtui-es, . Tubular Steel dWi be in conformance with ASTM A500 Grade B All plumbing cham in interior and exterior walls shall be insulated documents and provide labor and materials pertaining to the see construction documents and finish schedules. Fixture 01760-Protecting Installed Construction-Contractor to protect In accordance with AC[318 for"Strciigth Design."All Steel pipe shall be in conformance with ASTM A-53,Type E with batt insulation for sound attermation. equipment as required in add documents and as specified allowances(where applicable)�are listed in Contract Documents. all installed construction. If prcductg or materials come with a reinforcement steel shall be accurately placed,rigidly supported, or S,Grade A or B. Exterior above grade Walls- Install 5 1/2"R21 Kraft fiaced herein,while complying with all applicable building codes. Fixtures-Provide and install electrical fixtures as hated in the protective coating,contractor shall maintain protective coating until and firmly tied in place with bar supports and spacers in accords= construction is complete. Contwtor shall replace any item that with ACI 301 and ACI 318. Cast Iran shall be in conformance with ASTM A-48,Class 30, fiberglass batt insulation.Must do a picture frame air seal to pass 11451-Appliances-Install appliances as indicated on Schedule on the plans. become defective or damaged. 03220-Welded Wire Mesh-Welded wire fabric shall conform to unless otherwise noted. 3 air changes per hour. the drawings,including all venting and >1005%High Efficiency lighting(=a or LED's) ASTM A105 and be located in the center of the depth. Install at Welding Electrodes shall be as permitted by AWS Code DI.O. Interior Walls-Install 3 1/2",R-I I fiberglass bait insulation supply requirements per manufactarces recommendations. Automatically controlled ineclianical ventilation shall be installed 01903-Hazardous NfateriaI3 Abatement(as required)- Metal Fasteners-Muniffacturw.Simpson Strong-Tie Co.,Inc. around baths,laundry rooms and otherwise specified for sound All appliances provided by Owner. according to NYESLTI Technical Spccifications.;.�.-180 CFM Energy Recovery Ventilator(ERV) Contractor to abate any hazardcus material or substance before slab on grade conditions. All rods,straps,joist hangers and fasteners shaft be hot dipped attermatioti. with electronic programmable timer. <3 Air changes por hour beginning construction. Contactor shall contract with a properly 03230-Anchor Bolts-Provide 518"diameter x 12"long hooked galvanized except where in contact with Premure- Floors- Install 9-1/2"R-30 Kraft fimed batt insutiation in fruned floors above Division 13.Special Construction Appliances-provide installation und wiring.All appliances shall be Energy Star Certified. licensed and qualified hazardous material contractor anchor bolts and nuts in filled masonry cells and poured concrete preservative trealted wood(ACQ)shall be as follows: unconditioned spaces. 01904-Hazardous Materials Removal and Disposal- walls at 36"on center(OC)maximum-12"from all corners,at all Use'Simpsion Strong-Tie 2MAXO&IDG galvanized Attic areas- insulate all flat attic area with R-38 Kraft faced fiberglass 13000-General-Contractor shall review construction documents and Special Items-Provide necessary receptacle requinernents and Remove and dispose of any ha2ardous material before beginning window locations and on each side of exterior doors at all basement connectors as a minimum in protected interior locations with batt insulation above all conclitioned spaces provide labor and materials pataming to the specialty systems as wiring for additional items as listed below. Locate as shown on construction documents. construction. Contactor shall contrad with a properly licensed and crawl space foundation walls. For slab on grade conditions, fasteners which meet the specifications of ASTM A153 or SDS Insulate all sloped attic artas with R-30C Kraft faced batt insulation required in said documents and as specified herein,while complying Thermostat -install fbr each HVAC unit and zone "7 and qualified hazardous material contractor install 518"diameter x 12"long hooked anchor bolts in filled cells screws with double-barrier coating. above all conditioned spaces. with all applicable budding codes. SmokeDetectors; -install Pa code at bedrooms and kitchen and each floor level and poured concrete walls at 32"on center(OC)maximum-12" For all exterior applications,use Type 303,304,305 or 316 Carbon Monoxide Detector -install per code and manufacturces specifications firom all corners. Provide 3`x3"BPS5/8-3 bearing plate by Stainless Steel connectors and fasteners. 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