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RC-0341-2021 Office Use Only PRINCIPLE STRUCTURE 0I)w PERMIT APPLICATION Permit#: �C � 0�t�'20.2.1 3 I�• W ►rlv IU,31oi;+ Permit Fee:$ 0 -LO nftT.oz5*+•?M Town of Queensbury *Rec Fee: $ 1�00 l3 11•20 "nbA 742 Bay Road,Queensbury, NY 12804 _ P: 518-761-8256 www.queensburynet Invoice#: - Flood Zone? Y N Reviewed By: Project Location: 205 sl-vzyp7w� 3DZ. 18 . 2_ Tax Map #: lubdivision Name: *RECREATION FEE$1000.-00 for new dwelling units: single family, duplexes/two-family, multiplefamily, apartments,condominiums, townhouses,cr NYS Building Standards & Codes approved manufactured home. This is in addition to the permit fee(s). PROJECT INFORMATION: E Residential ❑ Commercial, Proposed Use: [RSingle-Family: ❑Two-Family ❑ Multi-Family (#of units: ) 1. [Ercustom 2. ❑Modular(REQUIRED:NYS stamped_engineered drawings of foundation plans) _1 ❑Townhouse ❑ Garage (#of cars ) ❑ Business Office ❑ Retail ❑ Hotel/Motel ❑ Industrial ❑ Heated Warehouse/Storage Building ❑ Unheated Warehouse/Storage Building ❑Amusement.Ride ❑ Other (describe: ) MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor: l�� 1ST floor: 2"d floor: 2"d floor: 314 floor: Total square feet: Basement(habitable space): Total square feet: Princiale Structure Packet Revised March 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 2. Source of Heat(circle one): V"Gas _Oil Propane Solar Other Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on-the plot plan? YES v'NO Explain: 4. Are there any easements on the property? YES `ENO SITE INFORMATION: e Is this a corner lot? _YES Y"NO •. Will the grade be changed as a result of the construction? _YES v'--N0 • What is the water source? _✓PUBLIC PRIVATE WELL • What type of wastewater system is on the parcel? _SEWER PRIVATE SEPTIC DECLARATION: 1. I.acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. Ifthework is not completed' by the 1 year expiration- date the ,permit .may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are atrue and a 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. 5. 1 acknowledge that prior to occupying the facilities proposed 1, or my agents, will obtain a certificate of occupancy. 6.1 I also understand that l/we.are required to provide an as-built survey by a Iicensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. have read and agree to the above: PRINT.NAME: SIGNATURE: DATE: Ad lication Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): NQr-JS -4- LISAS NsC-7,-1 Mailing Address, C/S/Z: I --(Uric. S'r Cell Phone: 1�s ) Sto I - C>zq 9 Land Line: Email: Primary Owner(s): Name(s): ¢ LiSA r-4.5 i Mailing Address, C/S/Z: M bk c4-) 5T C�L,C-- S o�- �� 1 z an 1 Cell Phone: j f g ) 3[„ I ©Zq 9 Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): J no,-i C---S L(C<f-.,z,i!E Contractor Trade: a= MA Sotit C Mailing Address, C/S/Z: L! t L-C( Ps A,\t r- iQf �3 e-)C-- S? i77 y - Cell Phone: ( �'I� ) :53h'- & 15 ( Land Line: (6-13 'r 9 - 5-&4c> Email: **Workers' Comp documentation must be submitted with this application** • Arch itect(s)/Engi nee r(s): Business Name: k,-L.A ,Clu-( [,L.,>, 5 Contact Name(s): -��1,4 rq P I CLI ,a P-A-S Mailing Address, C/S/Z: 5-0 9 Eiki 67r. _— , LLY 1 Z861 Cell Phone: Land Line: (6-15 ) ?G 2r - 4 (a S� Email: Contact Person for Compliance in regards to this project: J IiA tidcC,��fE , NANi.sckf Cell Phone: Land Line: �_) 01 Email: Addition/Alteration Application Revised January 2021 .— . atr i vL uiarU3AL ritKivii i Office Use Only , APPLICATION Permit#: -- Town of Queens ury Permit Fee:$ Invoice#: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By: Project Location: �- 14TERMAN AVE '� �/ . D Tax Map #: 302.18-2-9 APR 2 2 '2021 RESIDENCE INFORMATION: TOWN OF QUEENSBURY BUILDING&CODES Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes No ` 1980 or older 150 Installed? (choose one) 1981-1991 130 Spa or Hot Tub Yes 1992-Present 110 1 110 110 Installed? (choose one) PARCEL INFORMATION: Topography Flat Rolling Steep Slope % Slope Soil Nature Sand Loam Clay Other, explain: Groundwater At what depth? 48° Bedrock/Impervious material At what depth? GREATER THAN 6 FT Domestic Water Supply Municipal Well Lake. (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: TM 20S per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub 1000 GAL CONCRETE System Absorption field w/#2 stone Total length ft,.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type:10 FT X 20 FT Holding Tank System Total required capacity? ; tank size ; # of tanks Septic Application Revised January 2021 (:(JN I _L; I INt—UKIVIA I IUN: rLtAJt rKIIN I Ltk3IDLT UK I T I'C, rLCHJC IINk-LULJC MIN CIVI/-UL � Yam.. .:,✓a Name(s): HAN HANSEN Mailing Address, C/S/Z: 11 SEWARD STREET, QUEENSBURY,NY 12804 Cell Phone: Land Line: Email: • Primary Owner(s): r Name(s): SAME AS APPLICANT Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Check if all work will be performed by property owner only • Contractor: Contact Name(s):MATTS LANDSCAPING Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line:518-361-3415 Email:, **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): CENTER PROJECT SERVICES Mailing Address, C/S/Z:73 SHERIDAN STREET, GLENS FALLS NY 12801 Cell Phone: Land Line: Email: Contact Person for Compliance in regards to this project: MATT BALL Cell Phone: Land Line: 518-361-3415 Email: NOTES: 1. Alarm system and 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. 3. As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. 4. If, for any reason, the building permit application is withdrawn, 30% of the fee is retained by the Town of Queensbury. After 1 year from the initial application date, 100% of the fee is retained. 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:THOMAS CENTER JR PE / / SIGNATURE: DATE: 1211 Septic Application Revised January 2021 • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): , i *--BiJ L,�-- Contractor Trade: Mailing Address, C/S/Z: Cell Phone:s18 _.31,,j _3gl5-Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): V-1 L--r— Contractor Trade: --�FLCCI-r--j C-4�. Mailing Address, C/S/Z: 4—i' t,�I UJ f--- • v� ��� Cell Phone.,I&_ 796_ Ism Land Line: Email: Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: • Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: Addition/Alteration Application Revised January 2021 TOWN OF OUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Plan to scale _Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) —kAll wells on property and adjacent properties shown � � c"—)P_—!E:R— Water line shown Municipal or well 10'separation to any part of system _)(_Setback to property lines show 10'or more for any part of system 01 Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline Peptic 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) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each Leech Field 20'from foundation 100'from any well 10'from water line P'Seepage pit 150'from well 50'from septic tank Seepage Pits 3-times diameter apart YSeptic tank and pump stations over 30 gallons 50'from watercourse or wetland distance from bottom of trench or syste 24:' bedrock or mottling 36" within 1000'of Lake George Leech field 100'from watercourse or wetland Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation CJG�tz%-')C1�z %C)Qkr�'— ��1 -% Provide Engineer/Architect stamp for bed or design systems .Department of Health Approval for all mobile home park new systems Flood Plain requirements 2' above established flood elevation to bottom of system \*3 All tanks anchored or 2' above flood elevation ��1 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) Li-t Two (2)full sets of plans Over 1,500 sq.ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf G e 3 (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf I Calculations Decks 40 psf Wind design for lake front properties "" Light and vent room schedule Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms �. C4ji2f Door schedule/Main entrance 36" door Ll'-t. S Emergency Escape or Bedrooms & Habitable Space ,j/P _ Above-grade: 5.7 sq. ft. 'l..t• S— Grade: 5.0 sq. ft. ot-t f 24" (h)x 20" (w) minimum ci,c J 44" maximum height above door cpj Window control devices 24" or less 2nd story or 72" above grade 7j, Egress window from basement 5.0 sq. ft. t Floor system sizing per table 502.3.1 CA-(,f Residential check ERI or Prescri tive method 'I-C/ 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 I^�s Framing cross section for each roof line, vertical fire stopping every 10' where -` required/joist spans pg. 127 I/) Ice &snow shield—24" from exterior wall Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width tj Q Stair run and rise N Winder run and rise Spiral stairs meet requirements e Smoke detectors—battery backup & proper location, interconnected Heat detectors in attached garages—as of 4/1/2021 Bathroom fixtures—proper clearance ,e, Hall width-36" width _t4-j, Handrails more than four risers on open sides Railing&guards > 30"/basement stairs included/closed risers more than 4" in height S Safety glazing notes for required areas Garage fire separation:%" gable end/5/8" under living space &%" on walls/20 min. door and closer Residential Plan Review Revised March 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) Garage floor sloped .� Attic access: gasket seal & R-value equal to roof insulation Roof over 30"-22" x 30"/Crawl spaces 18" x 24" access 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 �s All paperwork signed -Z� Note on plans energy saving light bulbs 75% �✓� Blower door test agency paperwork G Floodplain Permit required -check map: 2 feet above flood elevation <.f Hurricane clips required rj It, Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel a Manuals S &J required for heating system. Cold air return hard piped .^/ eparate room for draft HVAC or hot water heater with fresh air c-PCJ HRV shown and calculations Baffles at eaves for insulations and knee walls Makeup air for range hood >400 cfm r/ 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 March 2021 JLT Building Services,LLC 700 Indian Road Fort Plain, NY 13339 518-925-7718 iltbuildineservices@email.com Blower Door Test Results Report Test Date: December 1,2021 Client Name: I.S.Incorporated Client Address: 59 Boulevard Queensbury,NY 12804 Test Site Address: 205 Upper Sherman Ave. Queensbury,NY Test Data Area Tested[cuft]: 7,296 cuft Infiltration Rate Results[CFM@50pa]: 349 cfm50 ACH50#as tested at 50 Pascal: 2.87ach *2018 Code N1102.4.1.2 requires<_3ach i Based on our test results your building.................. PASSED *Air Infiltration Testing for 2018 IECC Residential Code Provisions and 2020 NYS Energy Code R402.4.1.2 I certify the above information as performed in accordance with Resnet/ICC380,ANSI E779 or ASTM E1827 protocols,and BPI standards using up to date calibrated Retrotec equipment models#5101 and#DM32 as required. Thank You for choosing JLT Building Services LLC. Jim Telfer BPI ID#5058106 JLTBuilding Services,LLC 700 Indian Road Fort Plain,NY 13339 S18.925.7718 iltbuildinservicesLftmail.coda Total Duct Leakage Test Results Report Test[rate: November 24,20M Client Name: IS.Incorporated Client Address: 59 Boulevard Queensbury,NY 22804 Test Site Address: 205 Upper Sherman Ave_ Queensbury,NY Test Data Pressurized/Depressurized Test: Depressurized Test Performed Mr Handler/No Air Handler:- Air Handler Installed Area Tested Isgft]: 912 sgft 4 Leakage Rate Results[CFM@25pal: 33.83 drn25 a 3,71dm/1000 •2020 NYS Energy Code requires S 4dm/100sf with air handier 53cfm/100sf no air handler Based on our test results your building.............................. PASSED 'Duct leakage testing for 2019 IECC Residential Code Provisions and 2020 NYS Energy Code R403.3.4 I certify the above information as performed In accordance with IECC 2028,ANSI&ASTM protocols,and BPI standards using up to date calibrated Retrotec equipment models U300 and NDM32 as required. Thank You for choosing JLT Building Services LLC. Jim Telfer BPI ID#SOS8106 v 1 • DESIGNERS OF FINE HOMES SIN-GE 116 a i0JA is �E5IGNERS IIVGORPOR,4TED 509 GLEN STREET-GLENS FALL5-NEW YORK 12601 -, 5 1 s- -7 =i 6 8 -7 ) WILLI?.MS�NDINILLI�vMS�ESIGNERS.GOM May 5, 2021 Hans & Lisa Hansen 54 Murry Street Glens Falls, New York 12801 Re: 205 Sherman Avenue, Queensbury; HVAC Hi Hans, Queensbury building inspector Mark Smith has requested we show the HVAC equipment on the plans. The cross section below has been slightly altered to reflect add joist blocking to raise the floor over the bathroom for the equipment and not.to compress the insulation. Please let me know should you need anything further. Thanks! Danny Williams Y Vice President FILE COP ;J ,. r '". DESIGNERS OF FINE HOMES SINGE 1165 ILUAMS ,$ DESIGNERS ITVGORPORi+.TED 50Q GLEN STREET-GLENS FALLS-NEW YORK 12501 5 1 S- -7 at 8-HOUSF-(4 6 8 -7 J/�11LLI�M5�4ND W ILLI,4MSI7ESIGNERS_GOM GONTIXuoLG R IDGE VENT 2x8 RIDGE BOARD . 2xb COLLAR TIES m 16"O.G. 2x8 RAFTERS® 16"O.G. ALIGN W/EXISTING ROOF 14"R44 NSULATION MATCH 12 GOMPRESS�INSUL"ATIOIN O NOT EXISTING 9/4"O,S.S.SUSFLOOR 1 1/2� 2x6 CEILING JOISTS s 16"O.G.. 5/6"O.S.S.ROOF SHEATHING W/H-CLIP$ 15 w ROOFING FELT 30 YEAR ARCHTECTURAL ROOF SHINGLES ICE BARRIER 24"INSIDE EXTERIOR WALLS HVAC—F—1 EQUIPMENT AIR BAFFLE r111�~li�flflf?f�t�'i1����f�f�l�f�f�S�i�f � `tt.•`-.1}^.....((, 1"(1.11... If�l� METAL DRIP EDGE MATCH n lunn kIt7l,sit'srsun)is.u,sis„+s s ,411151) SI�( f1IlI� , un Inn1!Mu(u, rz,, , f�2x8SUBFASGIA EXISTING f 1x4 TRIM AL UMINUM FASG IA _ VINYL VENTED SOFFIT 2x6 STUDS m 16"O.C: _ MU p/ P 6"R2 1 INSULATION VAOR BARRIERfAINTER WARMSIDE) _ KITCHEN BATH � 1/16"O.S.S.WALL,SHEATHING LAUN17 r SUILOING WRAPTAFESEAMS 1 1"R5 RIGID INSULATION TAPE SEAMS VINYL SIDING 5-2x4 TREATED SILL tSILL SE1tLER 1/2"DA.x 10`ANCHOR BOLTS sp 6'O.G. 4`THIGKGONG.SLAB = t12"FROM CORNERStENOS = GRADE TO OR OF6"IN FIRST 10'1%UN v AWAY FROM HOUSE 6 POLY VAPOR BARRIER i' I DAMP PROOF TO GRADE .00 POROUS FILL 8"THICK POURED CONCRETE FOUNDATION O WALL C ENTER ED ON 16"W ID E x W THICK CONCRETE FOOTING AITH 2-NO.4 BARS GoxTINU0U5.. r• 2"R 10 RIGID INSULATION SECTION 5 5GALE: 5/8"-1'-0" 2 01516NEKS OF FINE DOMES SINGE 1166 C(1?ILLIAMSill fl�51C�KERS ixcoRQo�,�-rea 5091 GLEN STREET-GLENS FALLS-NEA YORK 12801 - -� a a-HOUSM64 a -7 Y�lILLI�MS,4NDY�iILLI,daMS17S51GNHivS.GOM April 21, 2021 Hans & Lisa Hansen 54 Murry Street Glens Falls, New York 12801 Re: 205 Sherman Avenue, Queensbury;foundation method Hi Hans, I spoke to your builder Jim McCall regarding the foundation. Instead of the poured concrete foundation wall, he would prefer using an 8" block in this application due the small size of the project. I told him we have no problem with that method and it is acceptable. Please let me know should you need anything further. Thanks! -- 302.18-2-9 AST-0257-2021 l Hansen, Hans 205 Sherman Ave Garage Alt 912 s.f. & New Septic Danny Williams ® � leg Vie Vice President APR 22 2o2l T���®NGU�E�SBU Co��sRY f Your Company Here... hans &lisa hansen Your Address Here... -City Here..., State Here..Zip Here... 205 sherman ave Phone Here..... -Email Here... queensbury Sales Consultant: Job#: Date: 05/03/2021 Equipment Selection Design Conditions F�L� COPY Design Location: Glens Falls AP, New York Relative Humidity: 60% Elevation: 335 ft Summer Outdoor Design: 92 Latitude: 430 N Winter Outdoor Design: -17 Daily Range: Medium. Summer Indoor Design: 72 Design Grains 26 Winter Indoor Design: 70 Heating Equipment l Mfg: YORK BY JOHNSON CONTROLS Altitude Correction Factor: 0 Model: TM9E040A10MP11 Heating Input(btuh): 40 AHRI Ref#: 7137317 Heating Output(btuh): 38000 Efficiency (AFUE): 95 Calculated HeatPump 0 Output @ Design (btuh): Cooling Equipment Mfg: CHAMPION BY JOHNSON Altitude Correction Factor: 0 Oudoor Unit Model: TC3131821 Rated Total Cooling (btuh): 17300 Coil: FCIMC/PC24A+TXV Sensible Cooling (btuh): 12975 Furnace: TM9E040A10MP11 Latent Cooling (btuh): 4325 AHRI Ref#: 8534582 SEER - EER@95: Heat Pump HSPF: Summary MJ8 Calculations Status Equipment Capacities Sensible Gain (btuh): 12461 Sufficient Sensible Capacity (btuh): 12975 Latent Gain (btuh): 1452 Sufficient Latent Capacity (btuh): 4325 Total Heat Gain (btuh): 13913 Sufficient Total Capacity (btuh): 17300 Heat Loss (btuh): 22395 Sufficient Heating Capacity (btuh): 38000 Adtek AccuLoad Report Version 17.3.5 Page 3 Your Company Here... hans&lisa hansen Your Address Here... -City Here..., State Here..Zip Here... 206 sherman ave Phone Here..... - Email Here... queensbury Sales Consultant: Job#: Date: 05/03/2021 System I (Average Load Procedure) Design Conditions Location: Glens Falls AP, New York Elevation: 335 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 430 N Design Grains: 26 Summer: 92 72 Heated Area 816 Sq.Ft. Winter: -17 70 Cooled Area 816 Sq.Ft. Heat/Loss Summary (July Heat Load Calculations)• ° Gross Sensible Latent Area Loss Gain Gain Walls 960 4970 1278 0 Windows 78 3188 1464 0 Doors 42 1426 508 0 Ceilings 816 1845 1592 0 Skylights 0 0 0 0 Floors 120 4614 0 0 Room Internal Loads 0 2860 400 Blower Load 1707 0 Hot Water Piping Load 0 0 0 F j Winter Humidification Load 0 0 0 Infiltration 6352 '766 616 ----�- Approved ACCA Ventilation 0 0 0 MJ8 Calculations Duct Loss/Gain EHLF=O ESGF=O 0 2202 436 AED Excursion n/a 84 n/a Subtotal 22395 12461 1452 Total Heating 22395 Btuh Total Cooling 13913 Btuh 44 Linear ft. of Hydronic Baseboard *Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are estimates based on building use,weather data, and inputted values such as R-Values, window types, duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. This application has glass areas that produce relatively large cooling loads for part of the day. Variable air volume devices may be required to overcome spikes insofar load for one or more rooms.A zoned system may be required, or some rooms may require zone control(provided by-individual, motorized, thermostatically controlled dampers). Adtek AccuLoad Report Version 17.3.5 Page 1 r Your Company Here... hans&lisa hansen Your Address Here... -City Here..., State Here..Zip Here... 205 sherman ave Phone Here..... -Email Here... queensbury Sales Consultant: Job#: Date: 05/03/2021 Expanded Manual S (ACCA Guidelines) MJ8 Design Calculations Sensible Gain (btuh): 12461 Design TD for Airflow: 0 Latent Gain (btuh): 1452 Design CFM: 0 Total Heat Gain (btuh): 13913 SHR: 0 Heat Loss (btuh): 22395 Manufacturers Performance Data(A) Entering Coil Temperature = 75 (F db) Lower Return Air Total Sensible Latent SHR CFM (F wb) BTUH BTUH BTUH Rated CFN @ Rated RA Temperature: 0 0 0 0 Rated CFN @ Design RA Temperature: 0 63 0 0 0 Rated CFN @ Rated RA Temperature: 0 0 0 0 Manufacturers Performance Data(B) Entering Coil Temperature=75 (F db) Higher Return Air Total Sensible Latent SHR CFM (F wb) BTUH BTUH BTUH Rated CFN @ Rated RA Temperature: 0 01 0. 0 Rated CFN @ Design RA Temperature: 0 63 0 0 0 Rated CFN @ Rated RA Temperature: 0 0 0 0 Equipment Performance Data Entering Coil Temperature= 75 (F db) Design Return Air Total Sensible Latent SHR CFM (F wb) BTUH BTUH BTUH Intopolated Equipment Capacity 0 0 0 Excess Latent Capacity Calculation 0 0 0 0 0 Capacity @ Design CFM/RA (F wb) 0 0 0 Equipment Capacity as a % of Design Equipment Performance Data Capacity Capacity Thermal Supplemental Entering Coil Temperature= 75 (F db) p y Balance Heat Required @47Fdb @17Fdb point q Heat Pump Data NIA NIA 0 0 Input Output AFUE Temperature Desired Calculated Capacity Capacity Rise Airflow Furnace Datal NIA NIA NIA NIA 0 Adtek Accul_oad Report Version 17.3.5 Page 8 ' Your Company Here... hans&lisa hansen Your Address Here... -City Here..., State Here..Zip Here... 205 sherman ave Phone Here..... - Email Here... queensbury Sales Consultant: Job#: Date: 05/03/2021 Expanded Manual S (ACCA Guidelines) MJ8 Design Calculations Sensible Gain (btuh): 12461 Design TD for Airflow: 0 Latent Gain (btuh): 1452 Design CFM: 0 Total Heat Gain (btuh): 13913 SHR: 0 Heat Loss (btuh): 22395 Manufacturers Performance Data(A) Entering Coil Temperature = 75 (F db) Lower Return Air Total Sensible Latent SHR CFM (F wb) BTUH BTUH BTUH Rated CFN @ Rated RA Temperature: 0 0 0 0 Rated CFN @ Design RA Temperature: 0 63 0 0 0 Rated CFN @ Rated RA Temperature: 0 0 0 0 Manufacturers Performance Data (B) Entering Coil Temperature = 75 (F db) Higher Return Air Total Sensible Latent SHR CFM (F wb) BTUH BTUH BTUH Rated CFN @ Rated RA Temperature: 0 0 0 0 Rated CFN @ Design RA Temperature: 0 63 0 0 0 Rated CFN @ Rated RA Temperature: 0 0 0 0 Equipment Performance Data Entering Coil Temperature= 75 (F db) Design Return Air Total Sensible Latent CFM (F wb) BTUH BTUH BTUH SHR Intopolated Equipment Capacity 0 0 0 Excess Latent Capacity Calculation 0 0 0 0 0 Capacity @ Design CFM/RA (F wb) 0 0 0 Equipment Capacity as a % of Design Equipment Performance Data acit Entering Coil Temperature= 75 (F db)° Capacity 7 ' Thermal Supplemental Balance Heat Required @ Fdb Ca @ 17 F db Point Heat Pump Data N/A N/A 0 0 Desired Calculated Input Output AFUE Temperature Airflow Capacity Capacity Rise Furnace Data N/A N/A I N/A I N/A 1 0 Adtek AccuLoad Report Version 17.3.5 Page 9 n � ' 1 1. 1 1 1 • 4:t'`'_.yid:-vpaa?::e'[�!!:�;'�v��F.�Y"�"?�`fi'.d•r •: "`-':iu.`:^4Q;�iTik '�Xw - ..waWyy..,a ,_,,. i"-'4'>,g _ tKA,•' -) {y• s:M;i.0 �> oo. a= ,- . .� .�Fn ,Y' � • •.; •3RYp.3`N���i'ir... +`"f-J +_. ¢a^ �.. _ '1 ,�°'•°' j .= `fi• .d' M'�i�.., - t �r`D'r. rs�i., i'P � '4-= "5n �xen��•.. ,�':�'['td;:; -',�.,�,�,:. ��*.�� -� .�;;• -Vw,(.. �, tY `�r.� i,��.;{«f„k'Fi�,�w't,�.a.:..,.s :.�dK: . • -.+ �e .,� ?,-'��.;'�•.r5,.;., r _.�.�'., w--ems, ��'`�.�.`u�L$,s��"�.:...y D o zo�� FIT@ 120E MAY S �v1. Energy Recovery Ventilator TGWN OF QUEENSBURY FILE COP Product #; 44940 BUILDING&CODES Fans Two (2)factory-balanced fans with backward curved blades. Motors come with permanently lubricated, sealed ball-bearings to guarantee long life and maintenance-free operation, Energy Recovery Core AHRI certified core made from water-vapor transport durable polymer membrane that is highly permeable to humidity.The ERV core is freeze at d tolerant o• ""J' ~''ws<' � `�� f n water washable. Core dimensions are 11.5"x 11.5"(290 x 4„.":s .290 mm)with a 7 (3" (198 •LL_ry:; ..:.-,: r�;_,..:',-•.�� mm) depth. ' Frost Prevention A preset frost prevention sequence is activated at an outdoor air temperature of 14°F(-10°C) and lower. During the frost prevention With a profile of only 8,75"high, Fantech's FIT 120E is ideally suited for sequence,the supply blower shuts down and the exhaust blower switches condos and apartments that have no mechanical room and where it must into high speed to maximize the effectiveness of the frost prevention be located over a.false ceiling. The FIT 120E brings a continuous supply strategy.The unit then returns to normal operation, and continues cycle, of fresh air into a home while exhausting an equal amount of contaminated air. The energy recovery core at the center of the unit Serviceability transfers heat and moisture from the incoming air to the outgoing air Core, filters,fans and electrical panel can be accessed easily from that was cooled and dried by the building's air conditioner. the access panel. Core_conveniently slides out with only'8"(203 mm) clearance. Features • Slim design, only 8.75" (222 mm) high Cabinet • No drain required 24 gauge G90 galvanized steel. • Easy to install ceiling bracket included Insulation • Weight; only 36 Ibs (16 kg) including core Insulated with 1 in. (25 mm)of foil-faced high density polystyrene foam • Fans with backward curved RadiCAL blade an 0.25 in. (6 mm) of closed-cell foam on the top of the unit. • Electrostatic filters (washable) • Easy Core Guide Channels For Removing Core Filters • Multiple speed operation Two (2)washable electrostatic panel type air filters. Exhaust air filter dimensions 11.2" (284mm)x 7" (176 mm)x 0.125"(3mm).Supply air Optional Controls filter dimensions 11.4"(289mm) x 7.7" 1196 mm)x 0.125" (3mm). • ECO-TouchTM (N44829) — Programmable Touch Screen Wall Control • EDF7 W44ee3) — Electronic multi-function dehumidistat Installation • EDF1 (440375) — Multi-function control Unit is typically hung by using ceiling bracket supplied with unit. Optional • RTSS 14447134) — 20/40/60 minute over-ride chain kit available, • RTS2 (0401a4) — 20 minute over-ride Warranty o MDEH1 (440172) — Oehumidistat 5 years on energy recovery core, 7 year on motors, and 5 year on parts. Specifications Duct size — 5" (125 mm) oval • Voltage/Phase — 120/1 • Power rated — 170 W • Amp — 1.4 A Average airflow — 106 cfm (50 Us) 0.4"Ps (100Pa) 110 f a n t e c h ° a systemair company Q. Dimensions A Airflow E • fresh air D to inside fresh air B I o from outside stale air �-A I from inside Electrical power cord stale air to Outside I ®®®®®®®®®® FIT 120E 301/2 775 19 485 8 3/4 222 2 51 1/2 14 Clearance of 8"1203 mm)In front of the unit is recommended for removal of core.All units feature three foot plug-in power cord with 3-prong plug. Uentilation Performance - Airflow(Us) 0 9 19 28 38 47 57 66 76 I I I I I I I I I I I 1.6 ;• -,- _ 400 O 1.4 -" ,.`•,;i ''Q;',Med,Speed. 350 Cu1.2 "" -- .�-3 ,Supp1y1Exhpust`1 300 m Net.supply airflow 125 159) 106 150) 89(42). 70 133) _ ::Normal Sp1.0 eed" = a c Gross�..'supply airflow" .1291" -,110(52)':� 93:(44I +,74;(35l'+ Gross exhaust airflow 129(fill_ 110(52) 93(441 74135) os , '` ye,• 200 150 a Cn 0.2 " 5o 0,0 0 0 20 40 60 80 100 120 140 160 Airflow(cfml' Energy performance 32 0 65 31 82 65 85 55 ..fT� _$+_.. _ :'.r^1:;"..,�a ,r:r.' _ :-.q*w .c•^• �.if;'' r'.r'.�...,c,:.*k;" __ _-�c _ 'rt 4 ' . .. ._ `3r�". •'<t:: 'i;? - �?yc<<'r�jr5, .,;, sa r�.r ,f:; ..?,,r:..'n•: 32 0 98 46 148 63 78 '48 5 -�ti :rt-'- t't'i (`:i art, .rt)'ikt;a, .I•'• ~"ji. .\•�`•.' i•Y tip'!;.{ �i'^ 5 1� f•' - a - v. Cooling 95 35 47 22 82 451 1 Total recovery efficiency Requirements and standards • Complies with the UL 1812 requirements regulating the construction and installation of Heat Recovery Ventilators • Complies with the CSA C22,2 no. 113 Standard applicable to ventilators • Complies with the CSA F326 requirements regulating the installation of Heat Recovery.Ventilators • Technical data was obtained from published results of test relating to CSA 0439 Standards • ERV Core ISO 846 certified for mold and bacteria resistance • HVI certified Contacts Distributed by: Submitted by: Date' Quantity: Model: Proiect##: Comments: Location: Architect: Engineer: Contractor: United States 10048 Industrial Blvd.•Lenexa,KS 66215•1.800.747.1762•www.fantech.net Canada 50 Kanalflakt Way•Bouctouche,NB E4S 3M5•1.800.565.3548•www,fentech.net F6ntecll,reserves the right to modify,at any time and without notice,any or all of its products'features,designs, •i o. fantech ' • ••• components and specifications to•maintain their technological leadership position, g; :, •� •oe•: a systemair company i c F IFEEP-1-0. --e 3 • � lNRORR qfR SYSYEMS y - Sizing and Selecting a Lifebreath HRV or ERV Step 1:Follow these general guidelines to determine the best HRV or ERV for.your application Option 1:Size your Residential unit by Air Exchange(ac/hr) Method Step 1 Step 2 2400sgft(L x W)with 9'(H)ceiling ac/hr=(Total Cubic Volume x.35)/60 Cubic volume=(L x W x H) or(2400 x 9)x.35/60min=126cfm *In all cases local and all other codes requirements must be followed Option 2:Size your Residential unit using ASHRAE 62.2(Minimum requirement) Residential i Ventilation Air Requirements(CFM/Bedrooms) Sizing "' A9.6iF+MTABLE 4:1a aF 1 2 3 4 5 Floor Area Sq.ft. <S00 30 38 45 1 53 60 501-1000 45 53 60 68 75 1001-1500 60 68 75 83, 90 1501-2000 75 83 90 98 105 2001-2500 90 98 105 113 120 2501-3000 105 113 120 128 135 3001-3500 120 128 135 143 150 3501-4000 135 - 143 150 158 165 i, 4001-5000 150 159 - 165 173 180 - 5000-5001 ► 165 173 180 188 195 *in ari,c=-es W---I End ai<other codes requirements must be followed