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RC-0805-2020 i A I - Office Use Only PRINCIPLE STRUCTURE PERMIT Permit#: 2e--08156- 2020 APPLICATI ON Permit Fee:$ 563• Town of Queensbury *Rec. Fee:$ t-4'; b%-W,Ily"E1 742 Bay Road, Queensbury, NV 12804 Invoice#: P: 518-761-8256 www .queensburynet Project Location: 115 Van Dusen Road Tax Map #: 308.11-1-23 Subdivision Name: NA TOWN BD.RESOLUTION 86-2013:$850 recreation fee for new dwelling units: single family, duplexes/two-family, multiplefamily, apartments,condominiums, townhouses,and/or manufactured &modular homes,but not mobile homes. This is in addition to the permit fee(s). CONTACT INFORMATION: • Applicant: Name(s): Forbair Development LLC Mailing Address, C/S/Z: 36 Farmview Lane, Waterford NY 12188 Cell Ph.: (518) 708-7440 Land Line: (� Email: moconroy36@gmail.com • Primary Owner(s): Name(s): Forbair Development LLC _ _ 1 ✓ - ,4, Mailing Address, C/S/Z: 36 Farmview Lane, Waterford NY 12188 Cell Ph.: (518) 708-7440 Land Line: (� DEC Q 202c� h L. Email: moconroy36@gmail.com C • Contractor(sl: !C)`J'tl11', if= Name(s): Foothills Property Maintenance LLC Mailing Address, C/S/Z: 24 Briwood Cir, Queensbury, NY 12804 Cell Ph.: (518) 812-4981 Land Line: (� Email: • Architect(s)/Engineer(s): Name(s): Rucinski Hall Architecture Mailing Address, C/S/Z: 134 Dix Ave, Glens Falls NY 12801 Cell Ph.: 518-260-2888 Land Line: 518-741-0268 Email: ephall@nycap.rr.com Contact Person for Building & Code Compliance: Ethan P. Hall Cell#.: 518-260-2888 Land Line: 518-741-0268 Email:ephall@nycap.rr.com Principle Structure Application Revised January 2019 PROJECT INFORMATION: TYPE: ❑ Commercial ® Residential WORK CLASS: ® Single-family ❑ Two-family ❑ Multi-family (#of units: ❑ Townhouse ❑ Business Office ❑ Retail ❑ Hotel/Motel ❑ Industrial/Warehouse ❑ Garage (#of cars ❑ Other(describe STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor: 1,420 SF 1ST floor:515 SF 2nd floor: 2nd floor: 3rd floor: Basement(habitable space): Total square feet:515 SF Total square feet: 1,420 SF ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$$200,000 2. Proposed use of the building:Single Family Residence 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: ®Gas ❑Oil ❑Propane ❑Solar ❑Other: (Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one per appliance) 5. Are there any structures not shown on the plot plan? ❑YES ONO Explain: 6. Are there any easements on the property? ❑YES ONO 7. SITE INFORMATION: a.What is the dimensions or acreage of the parcel? 19,366 SF (0.44 acres) b. Is this a corner lot? DYES ONO c. Will the grade be changed as a result of the construction? ❑YES ®NO d. What is the water source? ®PUBLIC ❑PRIVATE ❑WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Private Principle Structure Application Revised January 2019 DECLARATION: I. 1 acknowledge that no construction shall commence prior to issuance of avalid building permit and work will be completed within a 12 month period. 2. If the work is not completed by the 1year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 understand that IRnre are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities priorto issuance of certificate of occupancy. I have read and agree to the above: PRINT NAME: Ethan P all — c ;tlA ent for the Applicant SIGNATURE: DATE: 29 Dec. 2020 Principle structure Application Revised January 2019 <� CHECKLIST-SINGLE FAMILY Project L o c a t i o n : 115 Van Dusen Road REQUIRED -2 SETS YES NO N/A -1. Building Permit application, completed ® ❑ l] 2. Energy Code inspector's report from REScheck, completed & signed ® ❑ ❑ 3. Septic alteration application, iP applicable ® ❑ ❑ 4. Solid Fuel Burning or Gas Appliance form completed, if applicable ❑ ❑ 5. Driveway Permit, if applicable ❑ ❑ 6. Structural Drawings: ® ❑ ❑ a. Floor plans b. Foundation plans c. Cross Sections d. Elevations e. Window & Door Schedule f. Natural Light,Ventilation & Emergency Egress 7. Plot Plan: Show proposed structure(s) with setback dimensions ® ❑ ❑ from all surveyed property lines 8. Electrical inspection agency selected ❑ ❑ ❑ CHECKLIST- MULTI-DWELLING/COMMERCIAL Project Location: REQUIRED -2 SETS YES NO N/A 1. Building Permit application, completed ❑ ❑ ❑ 2. Energy Code inspector's report from COMcheck, completed & ❑ ❑ ❑ signed 3. Septic alteration application, if applicable ❑ ❑ ❑ 4. Solid Fuel Burning or Gas Appliance form completed, if applicable. ❑ ❑ ❑ 5. Driveway Permit, if applicable ❑ ❑ ❑ 6. Structural Drawings: ❑ ❑ ❑ a. Floor plans b. Foundation plans c. Cross Sections d. Elevations e. Design loads including floor, snow&wind load f. Seismicdesign g. Plans signed & sealed by registered architect or engineer h. Window & Door schedule 7. Plot Plan: Show proposed structures}with setback dimensions ❑ ❑ ❑ from all surveyed property lines 8. Electrical inspection agency selected ❑ ❑ ❑ 9. FINALAS-BUILT PLANS SUBMITTED ELECTRICONICALLY JEI 10 ❑ Principle Structure Application Revised January 2019 r SEPTIC DISPOSAL PERMIT APPLICATION Office use Only Permit#: Town of Queensbury Permit Fee:$ ; Invoice#: 742 Bay Road,Queensbury,NY 12804 Septic Variance? Yes No P:518-761-8256 www.gueensbury.net • Primary Owner(s): Project Location: 115 Van Dusen Road Name(s): Forbair Development LLC Tax Map ID#: 308.11-1-23 Mailing Address, C/S/Z: 36 Farmview Lane, Waterford NY 12188 Cell Ph.: (518)708-7440 Land Line: (� Email: moconroy36@gmail.com • Installer/Builder: Name(s): Foothills Property Maintenance LLC Mailing Address, C/S/Z: 24 Briwood Cir, Queensbury, NY 12804 Cell Ph.: .: (518) 812-4981 Land Line: (� Email: • Engineer(s): Name(s): Rucinski Hall Architecture Mailing Address, C/S/Z: 134 Dix Ave, Glens Falls NY 12801 Cell Ph.: 518-260-2888 Land Line: 518-741-0268 Email: ephall@nycap.rr.com Contact Person for Building&Code Compliance: Ethan P. Hall Cell Ph.:518-260-2888 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms X gallons per =total daily flow per day bedroom 1980 or older 150 _ Garbage grinder installed? ❑yes N no 1981-1991 130 _ _ Spa or hot tub installed? ❑yes N no 1992-Present 110 3 110 330 PARCEL INFORMATION: Topography NFlat Rolling ❑Steep Slope %Slope Soil Nature NSand ❑Loam ❑Clay []Other Click or tap here to enter text. Groundwater At what depth?Mottling at 62" Bedrock/Impervious material At what depth? Not encountered at 76" Domestic Water Supply N Municipal ❑Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate:1 min 40 sescons per minute per inch(test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1 1,000 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length 160 ft.; Each Trench 40 ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES:1.Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved.The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: Eth Hall—/.: DATE:29 chi ct for the Applicant SIGNATURE: Dec 2020 Principle Structure Application Revised January 2019 Residential Plan Review: 1- and 2- Family Dwellings 6 Y/N/NA (1 of 2) Two (2) full sets of plans Over 1,500 sq. ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Light and vent room schedule (l Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space Above-grade: 5.7 sq. ft. 14� Grade: 5.0 sq. ft. 24" (h)x 20" (w) minimum y.� g 44" maximum height above door Window control devices 24" or less 2nd story or 72" above grade 1'j Ilk Egress window from basement 5.0 sq. ft.h s w Floor system sizing per table 502.3.1 < �, Residential check ERI or Prescriptive method All foam plastic on foundation & crawl space covered by 15 minute thermal barrier Driveway length: 300' or more-12' width required/500' or more,turnaround required Foundation drainage on plans, if required 6" drop in 10' exterior grade Framing cross section for each roof line, vertical fire stopping every 10'where required/joist spans pg. 127 Ice &snow shield—24" from exterior wall Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width Stair run and rise Winder run and rise Spiral stairs meet requirements S Smoke detectors—battery backup & proper location, interconnected Bathroom fixtures—proper clearance _.e,5 Hall width-36"width , Handrails more than four risers on open sides N 1A Railing& guards >30"/basement stairs included/closed risers more than 4" in height Safety glazing notes for required areas i{4n� Garage fire separation:%" gable end/5/8" under living space &%" on walls/20 min. door I and closer Garage floor sloped Residential Plan Review Revised August 2020 Residential Plan Review: 1- and 2- Family Dwellings Attic access: gasket seal & R-value equal to roof insulation -Q, Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access Y/N/NA (2 of 2) Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected within 15' of sleeping area Soil test results, if required Septic to well or water line separation All paperwork signed Note on plans energy saving light bulbs 75% Blower door test agency paperwork Floodplain Permit required—check map: 2 feet above flood elevation Hurricane clips required ,NA, Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel �► Manuals S &J required for heating system. Cold air return hard piped Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations g Baffles at eaves for insulations and knee walls Makeup air for range hood >400 cfm -P, Continuous header for garage doors to end wall/3" nailing pattern/strapping Chimney rain cap shown for fireplaces Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised August 2020 A TOWN OF OUEENSBURY 742 Bad Road, Queensbury, NY. 12804-5902 `Plan to scale Septic System Checklist A-CI'S Received Deep hole pert test results from engineer/Architect if applicable(Town Approved Engineers and Ar°chitects)(June 30 to April 15 Town Engineer for uuvapproved Engineers and Architects) All wells on property and adjacent properties shown ,� IV-CA �-i Water line shown Mun�al or well 10'separation to any part of system �--eJ Setback.to property lines show 10'or more for any part of system q- Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from;any waterline Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) `1]P�( Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each UBS-Leech Field 20'from foundation 100'from any well 10'from water line v-►�Seepage.pit 150'from well 50'from septic tank ,,/ eepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse orwetland 'f distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of lake S george a,/fc- b(,JbS ,) � g-Pi §�-' yr��s P� Leech field 100'from watercourse or wetland ��LToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation Provide Engineer/Am4 i er S a-m-p fo s `' l)epartment of Health Approval for all mobile home park new systems Flood Plaits requirements r.J6 2'above established flood elevation to bottom of system All tanks anchored or 2'above-flood elevation " Ho. me of Natirral Be:auty ... A Good Place to Live " METRO 120E-ECM HEAT RECOVERY VENTILATOR BRINGING COMPACT TO A ENGINEERING DATA: WHOLE NEW LEVEL •Designed for high-rise condos,a THERMALLY CONDUCTIVE, DEFROST g � apartments and � PATENTED ALUMINUM HEX CORE Supply air shuts off to defrost core with warm exhaust air townhomes with limited mechanical space Counter-now heat recovery care transfers heat between at high speed. -Low profile,fits in bulkhead and drop ceilings, : two airstreams.It is,easily removed for cleaning or service. slim height 935 in.(plus 1 in.drain cup) CASE •50-130 CFM operational range 20 gauge prepainted galvanized steel for superior MOTORSAND BLOWERS •3 High speed selections Each airstream has an independent centrifugal high corrosion resistance,insulated to prevent exterior •Brackets included for easy install efficiency ECM blower with multiple fan speed operation. condensation. •Aluminum HEX Core for superior heat transfer •Fan Defrost : FILTERS INSTALLER SELECTABLE HIGH •Multi-positional drain Wasliable MERV-6 air filters in exhaust and supply SPEED SETTINGS •Removable motor and electronic assembly for easy airstreams.Upgrade to MERV-13 option available. Adjustable DIP switches are located on the circuit board, maintenance and service Hi3 is the factory setting.Refer to the installation manual •Swing open a-box cover for quick access to circuit O for adjustment instructions.yM board and DIP switches M untingbrackets suCbPy ELECTRONICS •Convenient hinged door—no screws L� , Main control can be wall mounted in a central location. 3 wire 20 gauge(min.)100 ft.length(max) OPTIONAL ACCESSORIES: t TethGrille fy//ice Terminator -Weather Hood' / „/ i 99-FAG4 Fitting. 99-194 _ 99-FAGS 99 TM4 j 997187 ' +�` 99-EAG6 �� 1 + 99 TMS t 99-EAGB ^':'. 99-TM6 LiFEBREATH CONTROL OPTIONS TIMER OPTIONS r 99-DET01-20/40/60 Minute Timer FEATURES 99- initiates high speed ventilation for 20,40 or 60 minutes.3 wire connection. 5 speed fan operation on each mode ✓' 99-OET02-20/40/60 Minute Timer 2 speed fan operation(L'ow/High) initiates high speed ventilation for 20,40 or 60 minutes.Wirelessiy Continuous law speed fan operation ✓ Vol ` . ✓ ✓ connects to main control for ease of installatian.40 ft approximate range. Humidity control through adjustable Dehumidistat ✓ ✓ 99-RX02-Wireless Repeater Extends range of 99-DET02 Wireless Timers.Plugs into 120V power outlet. Large digital LCD screen ✓ Wkelessly connects to main control and 99-OETO2.Install at halfway point LED status indicator lights ✓ ✓:,' ✓ between timer and main wall control if timer is out of range. Continuous Ventilation ✓ '� '� Continuous Recirculation" :20 ON/40 OFF ✓ ✓„ �,, ,\f.; %`' y 10 ON/50 OFF ✓ :;; ° 20ON/40Recirculation* ✓ ✓ `� 99-BCO2 99-BC03 99-BCO4 99-DET02 99-DETOI 20/40/60 min.High speed"override button ✓ '' Compatible with 99-DET02 Wireless Timer- iv- 3 wire connection '_�_ '�'" ✓ L/FEBREATHf "Recirculation features not available on fan defrost models. indoor Air Systems 69-METRO 120F ECM-Rev B-032.1 vumAlfebreath.com METRO 120E-ECM HEAT RECOVERY VENTILATOR PERFORMANCE(HVI CERTIFIED) .` ,- .. .. IN.W.G.(PA) UNI(US) CFro(L/s) CFM(US) CFNI(US) CFM(L/S) CFM(VS) CFM(LUIS) CHA(U VAC @-60Hz 120 Net Supply Airflow -123(58) 117(55) 110(52) 102(48) .,93(44) 81(38) 68(32) 51(24).'. Watts/Low Speed 16 Gross Supply Airflow . .125(59) 119(56). 110(52) 104(49) 93(441 , 83(39)- 68(321_ • 53(25) Watts!High Speed 40 Gross Exhaust Airflow 112(53) 106(50)- 100(47) 93(44)- 85.(40) 74(35) 61(29) 47.(22) Amp Rating 1.4 Sensible Effectiveness(dSEj 32°F.(0'C) 18°. 160 ......................................................................... @ 49 CFM(23 Us) 140 ...........................................:............................. WEIGHT: Sensible Efficiency(SRO. 32°F(0°e). 71°{° @ 49 CFM(23 Us) 34 LBS(25.5 KG) r. 120 ................ .............................................. E. lob ....... ......................... ................................ SHIPPING WEIGHT: Sensible Efficiency(SRE) 32°F(0°CJ 69%- 3 36 LBS(16 KG) @ 64 CFM(30 Us) o eo ....... w .................. AD ISO m 60 ..................... ...... ... NOTE: NVI9001 rz oar 40 ••••.•.••• """' """ "' ""' Frontclearanceof25in.(635mm) O __ha;,:aeS CERTIFIED n,srom .. is recommended for servicing unit.All ducts use 5 in.(125 mm)round collars. 0.3 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 LO Static Pressure(in w.g.) ........................................................................................................................................................................ DIMENSIONS DOOR SIDE VIEW DOOR SIDE VIEW, 510E VIEW 0 0 0 Motorized m E Airflow: (�g`l Impellers E (( ))�/v��/ v r'a Stale Air to Outside "V Fresh Air from Outside na Stale Air from Inside r' � � O ♦ Fresh Air to Inside L-J0 0 5 in.(125 mm) ° 20 314 is(527 mm I Cam 9-3/4 in.(248 mm) Collars Fliters .............. Date: I C ! Contractor. —� an the HRV core and a 5 Year Tag: ` Supplier. rep[aC2M2:nt parts warranty. —���`f gUotB#: All units Conform to GA and LIL standards Project: My: Engineer. /l//l Submitted By: f/ Contrat: Timer. Timer olyr: L IFE®RERTH' Indoor Air Systems 69-METRO 120F ECM-Rev B-0321 www.lifebreath.com .-4a'tnaoora,00im temp.;to rr !Vtl11111lJ uesiggiaaaai tteaang►emp::,rtr c nige0utdtiorCoolingTcmp.:�85- ^°F' '115 van dusen Desigo Outdoor Heating'remp.Y,:+4 -Mp.•Ditrerence Cooling:10°F Area: Glens Falls,NY Temp.bifrerenee Heating:74' doo►Humld(ty: b0 v GrainsdlRerence:29 Front Dooiorientaflapl East v Block Load; v Whole House Block Load 1D:Coo1:10'1 Hcat 74°F Sq:ft:-types 1 and 2 shading Sq.ft-types I and 2 shading Sq.ft-types 1 and 2 L!Sq.fL "ido%'all:North 1 360 2 I 1Viado}vs -% 1.66 2 Glass Doors x ( 2 Doors l _ Uylside}Vall:South 1:380 2 Windo:ta�L- 1.40 !3: GlassDoots,L� I"� _ �. n Outside Wall:E&N lI 940 2: !l Windows L 170' 2: Glass Doors ( v 142 2: Doors C outside Nall:NE&N W f I: 2: —� %Vddows —]II: 2:[=l Glass Days 'x 1 2: Doors C Outside -SE&Sl0' i 2:. IF Wiadot4s L V' l: 3: —�� Glass Dunrs l v 1: 2 Doors C e Floor-(linear tl,kslab)11:166 2: ~� Ceilin' 1:1378 'c APPtiaaces 4 Fueplaces 0 r �C E ,Sky Lights\� S: E-N: NE.N1e•:. SE-Sw: �� � ]Number of Prnp(e 5 Conditioned Sq.ft. 1378 iF— Cubic Fs. ,16536. QC Basement Above grade: Walls Cubic Ft Be10T grade.i%Wls. Floor'. sq.L width 23ft.or v, below: 2.ft. ,v resh air recotntnended:37ci'rii-, IL- ,;3,7 CFM Cotistntction:average Duersy.fem:-conditiory v' average 74231 u's Cooling• SensiUle Load Latent Load Total Btu's Heating 19251 2980 3?678, I 'Ch'ange State' ehange,04, Clear Data Print Comments Change Structures Calculator Size Equipment Help :Save Work.I i support this sf_te j f Btu'breakdown 1 - Sensilile Latent IlHeafing Structure,types, Halls 616 59I9 Outside Walls 1:Siding or Stucca.R21'insulation w/R3 board 1 L�J Outsidz Walls 2:' �- Nindows 7032; 117424 k :cilitigs. 1364 L�2243 Windows 1:double pane no internal shade Windows 2: 1 ioors 370 ` � 1305 � "Glass-Doors],;.double pane slider no ittternal.shade. ]oorg ][0, 5909 . Glass Doors 2: ? pp ������ l liallces,. 4800. Floors 1:Concreteslab R-10 edge.insulation I )eople' 1150- 1000 1 Floor 1: ( .;lass doors 28I4 .. 1772., Ceiling 1:Ceiling under attic space R-44 skylights. 0 L=_I Ceiling 2: )aselnent walls 0 �� Doors:Wood solid wills storm -)asement,floor 0 •Skylights: ; i nfiltration 1697 1250 10095 Basement Walls: $osomotif Floor: ' � .lesh air 11407 j 730 3U12 E ��------�� Win ht.:5'0" Overhang:1.5' Top to overbangr2' luct load totals•-- 1925.1` 2980 37678 . t I FILE COPY e ►ulug,%-'AlculiuU1'. DuNru oil A dllual M f G System.Type: Stralghtrpooi w/gas v Climate:i Heating&Cooling, v Elevation:-3o5 . Load Calculation Data Sizing Results System Perforinance at Design Temp - s Coaling-Sensible: 19251 Ws, *`Cooling,-Minimum:22231 Ws Cooling--Sensible: 19200 btu's' y t Cooling- Latent, 2980 lilies' Cooling-Maximum:25566'btu's Cooling,- Latent '3722 btu's P f Coolirig=Total: 22231 Wes Heating-Minimum:37678 btWs Heat-Output: ;42750. btu's _ t - s Heating--Total: 3A78 bites heating-Maximum:52749 btiA j'Totals Auer Altitude Correction I. Sensible Heat Ratio 0.97 Sensible:19027 Latent 3826Ws, Ca1Culate- heat:42237 Cooling:22853 bids Strai htCoolw!gas heat Manufacturers CFM rating;at sea,level: 800 CFM.required-to tnaietain mass flow rate;for elevation i Is systetmwithin.spees:YES Cl_ear;Load Data Clear System Data Clear All Data Iustruetlons Loadcale Page ' 'Balance Point I tote:The'lotal cooling tni tinum can be 90%of the total coolie$load if the output'of the sensible plus SO%of the excess'Iatent_equal at least 90a/o of the sensibfe ad.If thi's condition exists the'calculator wilftictect it brit in most cases the cooling tnintnttm will equal the total cooling load. as heating output_is estimated to bi derated.4°lo per-1000 ft.by altitude 9 isclaitner: i e'this online sizing rain in 'our u".risk. i s�e S is.program has riot been eccrcditec by.ariy organization and though much time f effoit has heen`spent to.make it a=wate theca is no guamtee tq its aecymejr: i 1 t t - 1 t - avvaauaa� uesign rnuour neanng iemp.:t u zsign Outdoor Cooling Temp.:66 "F 115 van dusen Design Outdoor Heating Temp.:-4 :mp.Difference Cooling ait*r Area: Glens Falls,NY Temp.Difference Heattng:7 door Humldity:FREE Grains difference:29 Front Door Orientation FEast V Block Load V _ Whole House Block Load 7D:Coo1:107 Hcat:747 Sq.tt types 1 and 2 ---- shading Sq.t;-types I and 2 shading Sq.ft-types 1 and 2 3q.tt Outside Wall:Noah 1:360 2: Windows — 1 66 ?; Glass Doors x 1 2: Outside Wall:South I:360 2: PJindows L V 1.140 2: Glass Doors (v 1, 2: Doors C Outside wall:E&W 1:940 2: Windows L v I.70 +; Glass Doors L r 142 2: n Doors 63 J Outside Wail:NE&NW is 2: Windows Gtnss Doors x 1 2; Doots C Outside Wall:SE&SW 1: 2: 111ndows 1,r 1: ?: Glass Doors L V =2: Doors Floor-(linear @.if slab) 1:166 2: j Appliaeces 4 Fireplaces 0 v �� Sky Lights N:_ s: E-W: NENW: '.lumber of People 5 Conditioned Sq.@. 1376 Cubic Ft. 16536 �C Basement Above grade: Walls Cubic Ft Below grade: wells Floor sq.It.width 23%or V lolow: 2 ft. v Fresh air recommended:37cfm °37 `CFM T Conswction:average v Duct system: Condition v -----v average 1=2 Cooling Sensible Load Latent Load 1737678 l BW's Heating `" 31IF 19251 IF2980 Change State Change City Clear Data Print Comments Change Structures Calculator Size Equipment Help Save Work Support MIS site Btu breakdown Sensible Latent Heating Structure types Nalis 616 C]5919 Outside Walls 1:Siding or Stucco R21 insulation w/R3 board Nindows 7032 7424 Outside Walls 2. :eilings 1364 2243 Windows 1:double pane no internal shade Windows 2: loors 370 130a Glass Doors 1:double pane slider no internal shade loors 5909 Glass Doors 2: appliances 4800 Floors 1:Concrete slab R-10 edge insulation yeople 11150 1000 Floor 2: ;lass doors 2814 1772 Ceiling 1:Ceiling under attic space R-44 ikylihts ®��� Ceiling 2: yasement walls— 110 Doors:Wood solid with storm )asement floor Skylights: nfiltration 697 1250 10095 Basement Walls: lesh air 11407 730 3012 Basement Floor: luct load 0—�—_-�- ©10 Win ht:5'0" Overhang:1.5' Top to overhang:2' Fotals 19251 2980 37678 k7Aztur, ♦."1a.U14tU1, U-slsell U11'1Vliiit ual i3 System T e: straight Coo1w/gas v Climate: Heatng&,Cooling :► 'Elevation: 365 ft. Load Calculation Data Sizing Results System Performance at Design Temp Cooling-Sensible: i 9251 btu's Cooling-=Minimum:,22231 btu's Cooling-Sensible: 19206 btu's Cooling-Latent: 2980 btu's Cooling=Maximumi25566.biu's, Cooling- Latent: 3722 bties Cooling-Total: 22231 :littes Heating-Minimum:37678 btu's Heat-Output: 42750 btu's, Heating-Total; 37678 btu's Heating-Maziinum:52749:btu`s j'Totals After Altitude Correction i Sensible Heat Ratio 0.87 Sensible: 19027' Latent:3826 bm's Calculate Heat:42237 Cooling:22853 btu's Straight Cool w/gas heat_ Manufacturer's CFM rating at sea level.: 800 CFM required to maintain mass flow rate for elevation: 907 Is system within specs:YES Clear.Load Data Clear System Data Clear All Data Instructions, Loadcalc Page_ Balance Point I iota:The total.cooling minimum can be 90%of the total cooling-load if the owputbf the sensible plus 50%of the excess latent equal at least 90%,of the sensible ad.If this condition exists the calculator will detect it but in most cases-the cooling minmum will equal the total cooling load. as heating output is estimated to be derated 4%per 1000 ft.,by,altitude isclaimer:, a this online sizing program at yaur own risk: - is program has not been accredited by any orgaitization and ihough much time ;i effort has been spent to make it accurate there is no guarantee to its accuracy, Generated by REScheck-Web Software R Compliance Certificate .� Project Van Dusen Road Model Energy Code: 2018 IECC Location: Glens Falls, New York Construction Type: Single-famllly Project Type: . New.Construction Conditioned Floor Area: 1,420 ft2 REVIEWED F O R Glazing Area 12% Climate Zone: 6 (7635 HDD) ENERGY.CODE COMPLIANCE Permit Date: Permit Dumber: Construction Site: Owner/Agent: Designer/Contractor: 115 Van Dusen Road Forbair Development LLC Ethan P.Hall Queensbury,-NY 12801 36 Farmview Lane Rucinski Hall Architecture Waterford,NY 12188 .134 Dix Ave. (518)708-7440 Glens'Falls,NY 12801 moconroy36@gmaii.com 518-741-0268 ephall@nycap.rr.com Compliance: Passes using UA trade-off Compliance: 2.8%Better-Than Code. Maximum UA: 163 Your m 16o The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rues. 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. Req. Prop. Perimeter Ceiling 1:Raised or Energy Truss 1,420 49.0 0.0 0.020 0.026 28 37 Wall 1:Wood Frame,16"D.C. 1,536 28.0 0.0 0.050 0.045 66 59 Door 1:Solid 29 0.300 0.300 9 9 Door 3:Solid 18 0.300 0.300 5 - 5 Door 2:Glass 40 0.310 0.300 13 12 Window 1:Wood Frame:Double Pane with Low-E 136 0.290 0.300 39 41 Floor 1:Slab-On-Grade(Heated) 171 mo 0.590 0.645 0 0 Insulation depth:4.0' 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 d_ds-igrfeii-to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatory re firemen -liste he heck inspection Ch,,//e��ckklis'�t..��yy�� Ethan P.Hall-Architect !' `rv�6- Name-Title SignatUlf = Date ` ° 'f' `� Project Title:Van Dusen Road Model -- - . Report date:. 04/27/22 Data filename: Pagel of 2 Project Title: Van Dusen Road Model Report date: 04/27/22 Data f lename: Page 2 of.2 2018 [ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 28.00 Below-Grade.Wall 0.00 Floor 15.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 Door 0.32 CoolingHeating & Heating System•. Cooling System: Water Heater•. Name: Date.,. Comments MCI aw HVAC I W1 W.MCLACAN.NET 518-383-1421 R. McLagan, Inc. 14 Kings Court Clifton Park, NY 12065 info@mclagan.net 518-383-2421 BLOWER DOOR TEST October 14, 2022 For: Maureen Conroy 115 Vandusen Rd Queensbury, NY 12804 518-708-7440 From the single-family home at 115 Vandusen Road: Blower Door testing resulted in an average of 459 CFM50 Cubic volume of conditioned space was calculated at 13,937sgft ft3 Building achieved 1.97 ACH50 Ron McLagan President R.McLagan, Inc A& { gzrr i v tTIV ' '. . RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 134 Dix Avenue Glens Falls NY 12801 Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com �-- ��5 Van Dwsth-sw O V E 1G-Btxen-6eMA- JUN 09 2021 23 April 2021 TOWN OF QUEENSB Charles Dyer—Town of Queensbury Building Department B[11Lp�NG& OOOESRY 742 Bay Road Queensbury NY 12804 Re: Installation of Sewage Disposal System AS BUILT At the above referenced project location this office observed the installation of the new septic tank and distribution laterals prior to backfill. The attached drawing reflects the leach field placement as constructed. The final connection of the septic tank to the outlet from the residence needs to be completed and speed levelers are to be installed in the distribution box. Once complete these installations are acceptable to this office. If there are any questions please contact our office-to discuss. Regards 2001:�, Eth eter Hall � t Architect . � = % ®��� �. , 1