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RC-0592-2018 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 1 • Community Development - Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-0592-2018 Tax Map No: 288.8-1-29 Permission is hereby granted to: Kevin Maynard Construction For property located at: 15 FRENCH MOUNTAIN DR In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Tamarra Ellsworth Single Family-New $166,000.00 Owner Address: 7 French Mountain DR Total Value $166,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Kevin Maynard Construction Plans&Specifications Single Family Dwelling Cross Ref: Area Variance 16-2018 approved April 18, 2018 $ 1,249.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Monday,November 18,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town uee bury; 4 Fri.. , ./ .er 16, 2018 004 SIGNED BY: f ,\ for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only PRINCIPLE STRUCTURE PERMIT Permit#: �C' A`�Z 2nc lP APPLICATI ON Permit Fee: $ b°i *Rec. Fee: $ &DO 742 Bay Road, Queensbury, NV 12804 P 518-761-8256 Invoice#: e be Project Location: FiNti\ri,... ( 1,0 . Tax Map #: - • a 1 -2_a Subdivision Name: TOWN BD.RESOLUTION 86-2013 $850 recreation fee for new dwellih ,g ai i s two-family, multiplefamily apartments condominiums townhouses,and or manu ��li ��m of mobile homes. This is in addition to the permit fee(s). CONTACT INFORMATION: L SEP 18 2018 • Applicant: TOWN OF QUEENSEURY B!)is JW.?,& COCES Name(s): \ f fr c .�✓�, .� _.. ._ Mailing Address, C/S/Z: 103°19 RV ILO 6-A- kriAl.‘ 1 LtrL �-- Cell Ph.: _(5W ) '-a1(0 r 31-fca Land Line: (cl'S ) '11\ ' I (a _CO Email: t�i rM, �a e�.�.,:,,. M4 ,._ -,1 cx..SkwP .c • Primary Owner(s): Name(s): k\-S‘,rtA,VIN Mailing Address, C/S/Z: �-- -�,L� /�o.,,t ,..� L,,t1/ L-a-., ^') n/•.� l 2 Z't1 -- Cell Ph.: _(\' ) Lj 01 — (p(o lt 2- Land Line: ( Email: �q��rn. ��ZCti.raZ- e � .:c� . L.e-w, • Contractor(s): Name(s): tk cANk.0- Mailing Address, C/S/Z: (4'S5' ik°‘ �-- Cell Ph.: _( sit( ) 1\ 31 S' Land Line: _(fl ) 1-c\3 - t b (p • Architect(s)/Enqineer(s): Name(s): ��, �� l�- ..� f -.a S Mailing Address, C/S/Z: Cell Ph.: _( ) Land Line: _( ) Email: Contact Person for Building & Code Compliance: K-t,.."`". .f k-c, ,tio,,-1,I Cell Ph.: _( ) ThcAlre ^ 3`( S Land Line: _( ) Email: K.t...,,Q ',Ce�.. .ram.«) C \ ,1/4.N_ - ToQ Building&Code Enforcement Principle Structure Revised March 2018 PROJECT ANFORMATION: TYPE: Commercial kc..id I WORK CLASS: Single-Family Two-Family 'ulti-Family(#of ) Townhouse Bu. ines, Office Retail Hotel/Motel Industrial/Warehouse Garage(#of cars ) Other(describe ) STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1sT floor: 51412 1sT floor: 2nd floor: i ` 2nd floor: 3rd floor: Total square feet: Basement(habitable space): Z(e?' Total square feet: 12 3 0 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ LOLDt O tllt) 2. Proposed use of the building: Sc ck„c 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat (circle one): 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 NO plain: 6. Are there any easements on the property? YES NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? ' Oc b. Is this a corner lot? YES NO c. Will the grade be changed as a result of the construction? YES NO d. What is the water source? --- PUBLIC PRIVATE WEL e. Is the parcel on SEWER or 6 PRIVATE SEP system? cief-4\ ToQ Building&Code Enforcement Principle Structure Revised March 2018 DECLARATION: I. I acknowledge that no construction shall commen:_:e prior to issuance of a valid building perm 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 approva I. 3. I certify that the application, plans and supporting materials are a t rue 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. I understand that Uwe are required to provide an as-built survey by a licensed land surveyor of a II newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: , .t2AA SIGNATURE: /1DATE: 9-t G� ToQ Building&Code Enforcement Prinrinin ctnirtnrn Deistic/ad RAnrrin 1n1 2 SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742 Bay Road,Queensbury,NY 12804 �^('�,�p� Town of Queens un Permit#: —� � (N/y� P:518-761-8256 www.queensburv.net Tax Map ID#: 288.8-1-29 Permit Fee: $ Invoice#: Project Location: 15 French Mountain Drive Septic Variance? Yes No Primary Owner(s) Tamarra Ellsworth Mailing Address 7 French Mountain Drive,Queensbury,NY 12804 Phone & Email (518)429-6642,tamarraellsworth@gmail.com Installer/Builder Kevin Maynard Construction-Excay.TBD Mailing Address 10394 State Rt.149,Fort Ann,NY 12827 Phone & Email (518)796-3458 Engineer Hutchins Engineering Mailing Address 169 Haviland Rd,Queensbury,NY 12804 Phone & Email (518)745-0307,LWDobie@hutchinsengineering.com Contact Person for Building&Code Compliance: Kevin Maynard Phone: (518)796-3458 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms X gallons per =total daily flow per day bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (circle one) 1981-1991 130 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present 110 2 110 220 PARCEL INFORMATION: Topography ✓ Flat Rolling Steep Slope %Slope Soil Nature ✓ Sand ✓ Loam Clay Other Groundwater At what depth? >6-ft Bedrock/Impervious material At what depth? >6-ft Domestic Water Supply _Municipal ✓ Well (if well, water supply from any septic system absorption is 100 ft.) Percolation Test Rate: 2:30 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1000 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 40 ft.; Each Trench 3 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: Tamarra Ellsworth DATE: —�v+ y k O SIGNATURE: Town of Queensbu uilding&Code Enforcement Revised March 2018 INSPECTION WORKSHEET (RPLUM-001771-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0592-2018 Case Module:Permit Inspection Date:Tue Apr 2, 2019 Inspection Status:Partial Pass Inspector:Mark Smith Inspection Type:Rough Plumbing Job Address:Parcel Number:15 FRENCH MOUNTAIN DR Lake George, NY 12845 288.8-1-29 Contact Type Company Name Name Applicant Kevin Maynard Construction Primary Owner Ellsworth, Tamarra Engineer Rucinski-Hall Architecture Contractor Kevin Maynard Construction Granted Permission Kevin Maynard Construction Checklist Item Passed Comments Building Inspector Notes NO 4/2/19 Rough plumbing partial approval. Fittings thru foundation not tested at this time. Plumbing Under Slab NO Shower liner test (2" of water)NO Drain Vent NO Air Head NO 5 psi or 10 ft. above highest conn. for 15 minutes YES Holing 5 psi for 15 minutes Apr 02, 2019 Page (1) INSPECTION WORKSHEET (RPLUM-001771-2019) Checklist Item Passed Comments Air Head NO 50 P.S.I for 15 minutes YES Holding 50 psi for 15 minutes Air Test Gas Piping 10 psi for 10 Minutes NO All Return Air Hard Duct Work NO Duct Insulation - if required in unheated spaces NO Duct Testing Outside Conditioned Space NO Duct work sealed properly NO Apr 02, 2019 Page (2) Smith, Mark (Inspector) INSPECTION WORKSHEET (BINS-001777-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0592-2018 Case Module:Permit Inspection Date:Tue Apr 2, 2019 Inspection Status:Partial Pass Inspector:Mark Smith Inspection Type:Building Insulation Job Address:Parcel Number:15 FRENCH MOUNTAIN DR Lake George, NY 12845 288.8-1-29 Contact Type Company Name Name Applicant Kevin Maynard Construction Primary Owner Ellsworth, Tamarra Engineer Rucinski-Hall Architecture Contractor Kevin Maynard Construction Granted Permission Kevin Maynard Construction Checklist Item Passed Comments Building Inspector Notes NO 4/1/19 insulation approved R 21 in walls R 38 in pitched ceiling R49 in flat ceilings 4/2/19 remaining items window tape at exterior, all duct work sealed, blower door test. U Factors = .3 cfm for windows, .5 cfm for doors YES .30 Blower Door Test NO Combustion Air Supply for Furnace NO Fresh air supply 3' from grade NO Duct Insulation - if required in unheated spaces NO Apr 02, 2019 Page (1) INSPECTION WORKSHEET (BINS-001777-2019) Checklist Item Passed Comments Air Barrier behind Knee Walls NO All Ductwork Sealed Return and Supply NO Duct Blaster Test for duct work, R-8 NO All Return Air Hard Duct Work NO Apr 02, 2019 Page (2) Smith, Mark (Inspector) INSPECTION WORKSHEET (BINS-001739-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0592-2018 Case Module:Permit Inspection Date:Mon Apr 1, 2019 Inspection Status:Partial Pass Inspector:Mark Smith Inspection Type:Building Insulation Job Address:Parcel Number:15 FRENCH MOUNTAIN DR Lake George, NY 12845 288.8-1-29 Contact Type Company Name Name Contractor Kevin Maynard Construction Primary Owner Ellsworth, Tamarra Applicant Kevin Maynard Construction Granted Permission Kevin Maynard Construction Engineer Rucinski-Hall Architecture Checklist Item Passed Comments Building Inspector Notes NO 4/1/19 insulation approved R 21 in walls R 38 in ceiling U Factors = .3 cfm for windows, .5 cfm for doors NO Blower Door Test NO Combustion Air Supply for Furnace NO Fresh air supply 3' from grade NO Duct Insulation - if required in unheated spaces NO Air Barrier behind Knee Walls NO Apr 01, 2019 Page (1) INSPECTION WORKSHEET (BINS-001739-2019) Checklist Item Passed Comments All Ductwork Sealed Return and Supply NO Duct Blaster Test for duct work, R-8 NO All Return Air Hard Duct Work NO House Wrap Taped at all Seams NO Apr 01, 2019 Page (2) Smith, Mark (Inspector) ,REScheck liance Software Version 4 6ic.5 ate Comp Certif 4.,.,.,,..„..- Project E II V E "ril � I Energy Code: 2015 IECC Dip SEp 18 2018 Location: Lake George, New York Construction Type: Single-family (__.__....____ Project Type: New Construction TOWN OF Q:UE.ENSi URY Conditioned Floor Area: 1,053 ft2 3Ul!LE) NC `..C '"L.::S. Glazing Area 21% Climate Zone: 6 (7377 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance:Passes using UA trade-off Compliance: 2.8%Better Than Code Maximum UA: 177 Your UA: 172 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. Envelope Assemblies Gross Area Cavity Cont. Assembly Or R-Value R-Value U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 480 49.0 0.0 0.026 12 Ceiling 2: Cathedral Ceiling 216 38.0 0.0 0.027 6 Wall 1: Wood Frame, 16"o.c. 1,128 21.0 0.0 0.057 50 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 166 0.290 48 Window 2: Vinyl/Fiberglass Frame:Double Pane with Low-E 31 0.270 8 Door 1: Solid 20 0.270 5 Door 2: Glass 40 0.260 10 Basement Wall 1: Solid Concrete or Masonry 768 21.0 0.0 0.043 33 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' 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 designed meet the 2015 IECC requirements in REScheck Version n4.6.5 and to corn ly with the mandatory require is Ii din the RES eck Inspection Checklist. K Name-Title Sig atur Date cAl S W c Project Title: Report date: 07/24/18 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.5 r\ ' Inspection Checklist I Energy Code: 2015 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 Complies? Comments/Assumptions & Req.ID _103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. [Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/16/18 Data filename: Untitled.rck Page 2 of 9 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R_ R- ❑Does Not table for values. insulation is used, verification may need to occur during ❑Not Observable Insulation Inspection. Not ElNot Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall OComplies [FO5]1 insulation installed per ElDoes Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls 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) J Project Title: Report date: 07/16/18 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified # , Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID —__— — 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ElDoes Not table for values. (FR1)1 ❑Not Observable + ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 [FR211 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23j1 installed per manufacturer's ElDoes Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built DComplies [FR20)1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 :Not Observable or has infiltration rates per NFRC 400 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 <_2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 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. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 4F are insulated to R ❑Not Observable 3. [Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not , , ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies (FR18]2 >_R-3. ❑Does Not ['Not Observable :Not Applicable 403.6 Automatic or gravity dampers are OComplies (FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. [Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/16/18 Data filename: Untitled.rck Page 4 of 9 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 ❑Does Not provided. ❑Not Observable ❑Not Applicable 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 ❑ Mass ❑ Mass ❑Not Observable LIN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1High Impact(Tier 1) 1 2 Ledium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/16/18 Data filename: Untitled.rck Page 6 of 9 Section Plans Verified Field Verified # ,Finpl Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ODoes Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1)1 ❑Not Applicable 303.1 1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ['Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑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 [F13]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 [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. [Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 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 may need to ❑Not Applicable occur during Framing Inspection. 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 leakage measured with a ['Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ElDoes Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]z on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water DComplies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/16/18 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified # ,. . Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID, 1 -- 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ['Not Observable and air flow limits. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F12612 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. ------- --- -------- — ---------- --- 403.5.1.1 Heated water circulation systems ❑Complies [F128)2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply 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 fo r hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping 403.5.2 Water distribution systems that ❑Complies [F130)2 have recirculation pumps that ❑Does Not pump water from a heated water ❑Not Observable supply pipe back to the heated water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat 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 75%of lamps in permanent ❑Complies [FI611 fixtures or 75%of permanent ['Does Not fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage ❑Not Applicable lighting. — — — 404.1.1 Fuel gas lighting systems have DComplies [FI23]3 no continuous pilot light. ❑Does Not [Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) J 3 [Low Impact(Tier 3) Project Title: Report date: 07/16/18 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Verified # . Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID'j — — — — — 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ElNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Project Title: Report date: 07/16/18 Data filename: Untitled.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 21.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.29 Door 0.26 Heating&Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments „ -7$ - ".*-. I us) 1,....,„.-„,. w„.„,,,,, '--” IL/ • L-I'.. , 0 r)" (t) 0 kift 1 - ki.N itli NJ to 0 _ 0 pi 1.7 . 0Q vi i . i, 0 10%. to , ....- , , r t..- r-- i --- /4-7 , • r--) — --ft--- - ... - I re- t ; • I t. ' 1 I . 1 •. -.,. i ---- , kr .6-- i - 14•3 IQ i • I i . 1 , • I - i1 . I: ,......._-__ I ; • . , I 1 1 i k ' ;C 1 II, ' 1 -4" ) • • , 1 1 „ ; I 4 t 1 ;.1 . i . • _ • 4 I . - i . • ; , • in 1 r, . .--- •i ! , r (f) / , lvt, INt i '3 I V 111 4.i\---- l4,''. • Q.0 I f• , 1 I ' rCK1 ... ff7'111 . I (6:: 1 4 t 7 o 1 g 1 .. 4i i I 1. I t .? 1 t . g )2..... . i : s : ••• • _. t 1- i f i 4;, 1 I , 4 i i 1 • 1::: fr‘.) If C • i : . f 7 t t • 1 I • . &•••.' 1 fa3 ,'''' .• ...- !- t r ? 0 , .. 1.' ,„A r...J 10 r p pi 0Q - ,;- ..,._ , ,...--1., 0 A,"• i , ---I'l J te-N, ION. .4 1 E0 .......e" . 1 , 3 _ _ .... 1 I 1 . . ---- i 1 . 1 . . I . i i I W ,... - r------ i--- .,,,.,_ --V i 1 ?, • I 3 - 4 s 1 !1 1 I r, . 1. I , I ‘,. , 1 : . j I ,:„........ -. 0 71-2-•-•' w 1 1 ••, 1 .1 ; I --r I . f 1 , . i . 1 . , , i.......,........ ....)r.- .., I — ' '.6-- -,?,...- 0 0 1 . , • .'dj • 1.1 , I ---r I • . 1 , 3 f 1 1 t I i I f 1 ; i !: " IIMMIIP .I , •1 * "——+--- - *1 6fA f ; i .......• ;' 1 ' -,---1-.., if\ wrni • 00 100 .* 1 , ! 7 I 1 '4 HI I . i , • i f - i f . I _I_ . . • r , ' '. i : 4 1 - • , r• • I. 1 . ; : 1 ' ' 1 ' .7 7 . I ' C4' J - I .., :. .. 4 I 1 .• , I ' . I 4 t ; I • . rt, t. 1SSMAX G E HEAT RECOVERY VENTILATOR 118 !iU `' e« ., ----,-::\--,,,z,...t.,,,,,uRy r, c(W4�yt Lei s1: t ENGINEERING DATA t;< 'mot LIFEBR H THERMALLY CONDUCTIVE,PATENTED DEFROST k...r—.-- --" ALUMINUM CORE Recirculating damper defrost system. The counter-flow heat recovery core transfers heat between the two airstreams.It is easily removed for cleaning or service. CASE Twenty gauge prepainted galvanized steel for superior corrosion resistance.Insulated to MOTORS AND BLOWERS prevent exterior condensation.Drain connections 2-1/2 in.(12 mm)OD.Balancing ports Each airstream has one centrifugal blower driven by a common PSC motor,with multiple are located on door. fan speed operations. ELECTRONICS FILTERS The DX11.02 control included with the unit can be wall mounted in a central location of Washable air fitters in exhaust and supply air streams. the home.3 wire 20 gauge(min.)100 ft length(max.). MOUNTING Four threaded inserts at corners of the cabinet designed to accept the"s"hooks and WARRANTY hanging straps supplied with the unit. Units carry a lifetime warranty on the HRV care and a 5 year replacement parts warranty. OPTIONAL ACCESSORIES: TechGritle Wireless 20/40/60 Weather Hood 99-EAG4 Terminator Min Timer 99 185 99-EAGS Fitting q 99-186 99-TM4 99-OET02 99 187 It 99-EAG6 ` 99 TMS10 , i, 99-FAGB 99-TM6 ; LIFEBREATH CONTROL OPTIONS TIMER OPTIONS 99-DET01-Lifebreath 20/40/60 Minute Timer FEATURES 99-DXPL02 99-BCO2 99-BCO3 99-BC04 Initiates high speed Ventilation for 20,40 or 60 .; ,: 3 v : minutes.3 wire connection. 5 speed fan operation on each mode 99-DET02 2 speed fan operation(Low/High) '( Wireless Ufebreath 20/40/60 Minute Timer t" ✓ .0 Initiates high speed Ventilation for 20,40 or 60 Continuous low speed fan operation " minutes.Wirelessly connects to main control for Humidity control through adjustable Dehumidistat ✓ �j ✓ }V ease of installation.40'approximate range. -- Excusive to Ufebreath. Large dlgttal LCD screen ✓ 99-RX02-Wireless Lifebreath Repeater LED status indicator lights ✓ ✓ ✓ Extends range of 99-DET02 Wireless Timers.Plugs into 120V power outlet.Wirelessly connects to Continuous Ventilation ✓ s { - main control and 99-DET02.Install at halfway �s - point between timer and main wall control if timer Centimes Recirculation 1 v is out of range. 20 0N/40 OFF ✓ « }; 10 OH/50 OFF asp ,.t 20 0N/40 Recirculation `� ✓ a ;'> 1.. 20/40/60 mkt.High speed override button ✓ v * 99 OXPLO2 99 DETO2 Compatible with 99-DET02 Wireless Timer r- ✓ I `� 14- l 3 wire connection ✓ ✓ ✓ iJ LIFEBRERTH` if i indoor Air Systems 155MAX(01-01-18) www.lifebreath.com , i., „.t _.:,,,, 155 MAX • , :,„ t ,:i HEAT RECOVERY VENTILATOR r -y _ f." PERFORMANCE (HVI CERTIFIED) LIFEBR€RTIt 0.1(25) 0.2(SO) 0.3(7S) 0.4(100) 0.5(125) 0.6(150) 0.7(175) ELECTRICAL SPECIFICATIONS IN.W.G.(PA) CFM(Us) CFM(Us) CFM(Us) CFM(L's) CFM(Us) CFM(Us) CFM(US) VAC @ 60Hz 115 Net Supply Airflow =AIR . 163(17) 146(69) 132(62) 115(54) 92(43) 60(28)' Watts I low Speed 66 134(63) 117(55),; $4(44) 61(2 ._ Gross Supply Airflow 1�8($>) 166(!8) 149.(7D)` 29) Watts/High Speed 118 Gross Exhaust Airflow as(113) 228(107) 212(100) 193(91) 172(811. 150(71) 126(60), Amp Rating 44 ;. Sensible Effectiveness(ASE) 32°F >i41L 180 WEIGHT: (0°t.7 @ 59 CFM(28 Us) 71 LBS(32 KG) Sensible Efficiency(SRE) °F(G°ej 75% 160 SHIPPING WEIGHT: 32 @ 59 CFM(28 Us) 73 LBS(33 KG) I tao32Frc) 75% 120 Ntoo Front clearance of 25 in.(635 mm)is so recommended for servicing unit.All ducts p use 6 in.(152 mm)round collars.Balancing SP N; go og j fio dampers are located in all air streams. 01 e" 'f ...—.,...0..5 CERTIFIED Kamm I I r 1 I r r 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 Static Pressure(in w.g.) DIMENSIONS FRONT VIEW TOP VIEW �7 Fitter I 14 3/4 m.(375 mm) Recirculating f ( I 1 I ) I 1 I Damperfrost s p =• I I • il.., Blower RemovableHeat ` Stale air to outside Motor E Recovery m Fresh air from outside Core I ===- S Stale air from inside r♦ m • _ Fresh air to inside J 6 in.(152 mm) I`—a 33 5/8 n.(854 mm) 1..., ►I V 0 v Round Cela3 Date: __._ WARRANTY Contractor. Units carry a lifetime warranty Tag: on the HRV core and a S year replacement parts warranty. Project' Qty. Supplier. Quote#: All units conform to CSA and UL standards Engineer al Control: Submitted By. LIFEBRERTN. is Indoor Air Systems Timer. Timer Lily: 155MPX(O1-01 lE1) www.lifebreath.com Your Company Here... TAMARRA ELLSWORTH Your Address Here... -City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 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: 43° N Design Grains: 26 Summer: 92 72 Heated Area 1324 Sq.Ft. Winter: -17 70 Cooled Area 1324 Sq.Ft. Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 1724 8322 1593 0 Windows 204 7679 5024 0 Doors 21 713 254 0 Ceilings 472 1097 604 0 Skylights 0 0 0 0 Floors 1324 1062 0 0 Room Internal Loads 0 2400 0 Blower Load 1707 0 nrt4� Hot Water Piping Load 0 0 0 ' ' Winter Humidification Load 0 0 0 111111LIRL.1 Infiltration 9285 1104 887 roved ACCA Ventilation 9570 2200 1768 MJ8 pp letl Calcuons Duct Loss/Gain EHLF=O ESGF=O 0 439 416 AED Excursion n/a 0 n/a Subtotal 37728 15325 3071 Total Heating 37728 Btuh Total Cooling 18396 Btuh 74 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. Adtek AccuLoad Report Version 17.3.5 Page 1 Your Company Here... TAMARRA ELLSWORTH Your Address Here... -City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/2312018 Equipment Selection Design Conditions Design Location: Glens Falls AP, New York Relative Humidity: 50% Elevation: 335 ft Summer Outdoor Design: 92 Latitude: 43° N Winter Outdoor Design: -17 Daily Range: Medium Summer Indoor Design: 72 Design Grains 26 Winter Indoor Design: 70 Heating Equipment Mfg: Altitude Correction Factor: 0 Model: Heating Input(btuh): AHRI Ref#: Heating Output(btuh): 60000 Efficiency (AFUE): Calculated HeatPump 0 Output @ Design (btuh): Cooling Equipment Mfg: CHAMPION BY JOHNSON Altitude Correction Factor: 0 Oudoor Unit Model: TC3B2421 Rated Total Cooling (btuh): 23400 Coil: FC/MC/PC35B+TXV Sensible Cooling (btuh): 17550 Furnace: TM9E060B12MP11 Latent Cooling (btuh): 5850 AHRI Ref#: 8535321 SEER - EER@95: Heat Pump HSPF: Summary MJ8 Calculations Status Equipment Capacities Sensible Gain (btuh): 15325 Sufficient Sensible Capacity (btuh): 17550 Latent Gain (btuh): 3071 Sufficient Latent Capacity (btuh): 5850 Total Heat Gain (btuh): 18396 Sufficient Total Capacity (btuh): 23400 Heat Loss (btuh): 37728 Sufficient Heating Capacity (btuh): 60000 Adtek AccuLoad Report Version 17.3.5 Page 2 Your Company Here... TAMARRA ELLSWORTH Your Address Here... -City Here..., State Here.. Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 System 1 — AED Curve — DAL — 1.3 — 1.5 8000 7000 -- 6000 - 5000 4000 m 3000 - - - - 2000 1000 - 0 - + — 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour AED Excursion: 0 btuh AED Status: System has Adequate Exposure Diversity. AED Flag: No AED Flag. Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 17.3.5 Page 3 Your Company Here... TAMARRA ELLSWORTH • Your Address Here... -City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 I System I Breakdown 1 Item Name U-Value /SHGC Net Area Htg. HTM. Clg. HTM Sens. Htg. Sens. Cig. Lat. Clg. Total Clg. Construction_Type System I 01707 0 1707 1/2 BATH 0 0 0 0 Floor 0 36 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA South Wall 0.065 48 5.655 1.31 271 63 0 63 Frame Wall/PartitionINAINAIWoodlR-21INoneINAISiding or StuccoINA Window-2x3 0.6/0.39 6 36.54 19.67 219 118 0 118 French DoorjFrench DoorICiearI2 PanejWood, Wood with Metal Clad, or Vinyl 2ND FLOOR BATH 0 0 0 0 Ceiling 0.026 72 2.262 1.43 163 103 0 103 Ceiling under FHA Vented Attic or Attic Knee Wall, No Radiant BarriedAsphalt ShinglesiDark or Heavy Bold ColorIR-38 insulation Floor 0 72 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA South Wall 0.065 72 5.655 1.32 407 95 0 95 Frame Wall/PartitionINAINAIWoodIR-211NoneINAISiding or StuccoINA 2ND FLOOR HALL 0 0 0 0 Ceiling 0.026 98 2.262 1.43 222 140 0 140 Ceiling under FHA Vented Attic or Attic Knee Wall, No Radiant BarrierlAsphalt Shinglespark or Heavy Bold ColorIR-38 insulation Floor 0 98 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA East Wall 0.065 113.5 5.655 1.32 642 150 0 150 Adtek AccuLoad Report Version 17.3.5 Page 4 Your Company Here... TAMARRA ELLSWORTH Your Address Here... - City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 Frame Wall/Partition!NA!NAIWoodIR-211NoneINAISiding or Stucco!NA Window-2.5x5 0.6/0.39 12.5 36.54 34.16 457 427 0 427 French DoorjFrench Door]ClearJ2 PanelWood, Wood with Metal Clad, or Vinyl South Wall 0.065 51 5.655 1.31 288 67 0 67 Frame Wall/PartitionINAINAIWood!R-211NoneINAISiding or StuccoINA 1Mndow-3x4 0.6/0.39 12 ^-36.54 19.58 438 235 0 235 French DoorjFrench Door!Clear!2 PanelWood, Wood with Metal Clad, or Vinyl __..BASE BATH _—.___.____...._..._.._....__._........_..........._........._._._....-._-_.____..---..._________......_.____.___ _.______ 0...___-..___..__.._0._..___ 0 O Floor 0.027 63 2.349 148 0 0 0 Basement Floor(2ft+ Below Grade)!NAINAjNAINo InsulationlAny Floor CoveringI20 feetlNA South Wall 0.059 28 5.133 144 0 0 0 Basement WallINAIEight Inch Brick, Stone or Concrete Wall!WoodlR-13lNoneINA!Blockl4ft West Wall 0.059 36 5.133 185 0 0 0 Basement Wall NA$Eight Inch Brick, Stone or Concrete Wall!WoodlR-13lNoneINAlBlockl4ft BEDROOM 0 0 0 0 Floor 0.027 100 2.349 235 0 0 0 Basement Floor(2ft+ Below Grade)INAINA)NAlNo InsulationlAny Floor Covering120 feetINA East Wall 0.059 _ 24 5.133 --__ 123 0 0 0 Basement WallINA{Eight Inch Brick, Stone or Concrete WalljWoodlR-13INoneINAIBlockI4ft Window-4x4 0.47/0.31 16 40.89 38.63 654 618 0 618 OperablelNormal WndowILow-e(0.20)12 Pane(0.05) Surface 2!Wood,Wood with Metal Clad,or Vinyl North Mil 0.059 40 5.133 205 0 0 Wa 0 Basement WallINAlEight Inch Brick, Stone or Concrete Wall(Wood{R-13lNone!NAIBlockI4ft _ ____._-_.__ ._._... _..__._______._____-.—_—__-_ DINING —._O 0 0 0 __ Floor 0 132-- 0 u 0 0 0 Adtek AccuLoad Report Version 17.3.5 Page 5 Your Company Here... TAMARRA ELLSWORTH Your Address Here... - City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 Floor Over Conditioned Space1NAINAINA1NAINAINA1NA _.. North Wall 0.065 . - 87 5.655 1.32 492 115 0 115 Frame Wall/PartitionINAINA1WoocIIR-211None1NAISiding or Stucco!NA - - -- W.nCIOW-65— 0.6/0.39 30 36.54 13.67 1096 410 0 410 French DooriFrench Door!Clear!2 Pane!Wood, Wood with Metal Clad, or Vinyl West Walt------- ------ — 0.065 87 5.655 1.32 .462------ 115 — 0 115 Frame Wall/PartitionINNNA1Wooc11R-211None1NAISiding or Stucco!NA ------Window-eic 0.47/0.31 30 40.89 38.67 1227 1160 0 1160 OperablelNormal Window!Low-e(0.20)12 Pane(0.05) Surface 21Wood,Wood with Metal Clad, or Vinyl Family ROom — 0 0 0 0 Floor 0.027 169 2.349 397 0 0 0 Basement Floor(2ft+ Below Grade)INAINAINA!No InsulationlAny Floor Covering120 feet!NA North Wall — 0.059 39 —5.133 - -- ---- 200 0 0 0 Basement WallINAIEight Inch Brick, Stone or Concrete Wall1Wood1R-131NoneINAIBlockl4ft _ . . West Wall 0.059 33 5.133 169 0 0 0 Basement WallINA1Eight Inch Brick, Stone or Concrete Wall1Wood1R-131None1NAIBlockl4ft . _ . Wndow-2x3 0.47/0.31 6 40.89 38.67 245 232 0 232 OperablelNormal Window!Low-e(0.20)12 Pane(0.05) Surface 2lWood, Wood with Metal Clad, or Vinyl KITCHEN 0 2400 0 2400 Floor o__ 182 0 0 0 0 Floor Over Conditioned Space1NA1NA1NAINAINA1NAINA West Wall ---- - 0.065 105 5.655 1.32 594 139 0 139 Frame WalUPartitionINAINAIWood1R-211NoneINAISiding or StuccolNA lftfindow-3x4 0.6/0.39 12 36.54 34.17 438 410 0 410 French DooriFrench Doorplear12 PanejWood,Wood with Metal Clad, or Vinyl South Wall--------- 0.065 54 5.655 1.31 305 71 0 71 Adtek AccuLoad Report Version 17.3.5 Page 6 Your Company Here... TAMARRA ELLSWORTH Your Address Here... -City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 Frame Wall/PartitionlNAINAIWoodjR-211NoneINAlSiding or StuccojNA . . .LIVING_ _..__..._..__...............__._...---._..___...____.__.... 0___.__—_._ 0__._.._-.__.___0..__-�..... 0 Ceiling 0.029 110 2 523 0.78 278 86 0 86 Ceiling Below Roof JoistslDark or Bold Color Asphalt ShinglesINAR-38 blanket or loose fill • Floor 0 110 0 0 0 0 Floor Over Conditioned SpacesNAINAINAINAINAINAINA East Wall 0.065 127.5 5.655. 1.32 721 168 0 168 Frame Wall/PartitionINAINAIWoodIR-21lNoneINAlSiding or StuccolNA W ndow-2.5x5 0.6/0.39 12.5 36.54 34.16 457 427 0 427 French DoorlFrench DoorJClearl2 Panel Wood,Wood with Metal Clad, or Vinyl North Wall. ...._.... .... 0.065 ..._. ._...129 . _.... 5.655 1.32 729 170 0 170 Frame Wall/PartitioniNAINAIWoodIR-211NoneINAjSiding or StuccoINA Wndow-2.5x5 0.6/0.39 12.5 36.54 13.68 457 171 0 171 French DoorlFrench DoorIClearl2 PanelWood, Wood with Metal Clad, or Vinyl Wndow-2.5x5 0.6/0.39 12.5 - 36.54 13.68 457 171 0 171 French DooriFrench DoorIClearj2 PanelWood, Wood with Metal Clad, or Vinyl MASTER BEDROOM 0 0 0 0 Ceiling 0.026 120 2.262 1.43 271 172 0 172 Ceiling under FHA Vented Attic or Attic Knee Wall, No Radiant BarrierjAsphalt ShinglesIDark or Heavy Bold ColorIR-38 insulation Floor 0.._._.— 120 0 0 0 0 Floor Over Conditioned SpacelNAINAlNAINAINAINAINA West Wall 0.065 90 5.655 1.32 509 119 0 119 Frame WaII/PartitionlNAlNAIWoodjR-21 lNoneINAlSiding or StuccoINA North Wall 0.065 78 —5.655 5.655 1.32 441 103 0 103 Frame Wall/PartitionINAINAIWoodIR-211NoneiNAISiding or StuccolNA Window-6x5 0.6/0.39 30 36.54 13.67 1096 410 0 410 Adtek AccuLoad Report Version 17.3.5 Page 7 Your Company Here... TAMARRA ELLSWORTH Your Address Here... -City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 French DoorlFrench DoorJClearI2 PanelWood, Wood with Metal Clad, or Vinyl SIDE ENTRY 0 0 0 0 Floor 0 _._... .-..._50 —_ 0 0 0 0 Floor Over Conditioned SpacelNAJNAINAINAINAjNAINA East Wall 0.065 _ ..._ 24 5.655- 1.33 136 32 0 32 Frame Wall/PartitioniNAINA!WoodIR-211NoneINAISiding or StuccolNA Door-3x7 0.39 21 33.93 12.1 713 254 0 254 WoodiSolid CorelNo Storm STAIR-UTILITY 0 0 0 0 Floor 0.027 120 2.349 282 0 0 0 Basement Floor(2ft+ Below Grade)lNAINAINAINo lnsulationlAny Floor Coveringj20 feetINA South Wall 0.059 52 5.133 267 0 0 0 Basement WallINAIEight Inch Brick, Stone or Concrete WalltWoodIR-131NoneINAIBlockj4ft East Wall 0.059 40 5.133 205 0 0 0 Basement WalliNAIEight Inch Brick, Stone or Concrete WallIWoodIR-13INonelNAIBlockI4ft WIC 0_ __ _ 0---- Ceiling 0.026 72 2.262 1.43 163 103 0 103 Ceiling under FHA Vented Attic or Attic Knee Wall, No Radiant BarrierlAsphalt Shinglespark or Heavy Bold ColorIR-38 insulation Floor 0 72 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA - West Wall ___. .---0.065 _ __.___81 _ • 5.655 —41.32 458 107 0 107 Frame Wall/PartitionINAINAIWoodIR-21INonelNAISiding or StuccolNA South Wall _0.065 _....____....60 - ....-.5.655 1.32 339 79 0 79 Frame Wall/PartitionINAINAIWoodlR-211NoneJNAISiding or StuccolNA — Wndow-3x4 0.6/6.39 12 36.54 19.58 438 235 0 235 Adtek AccuLoad Report Version 17.3.5 Page 8 Your Company Here... TAMARRA ELLSWORTH • Your Address Here... -City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 French DoorjFrench DooriClearl2 PanelWood, Wood with Metal Clad, or Vinyl Adtek AccuLoad Report Version 17.3.5 Page 9 Your Company Here... TAMARRA ELLSWORTH • Your Address Here... -City Here..., State Here.. Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 System I CFM Duct sizes and velocities based on settings selected in the setup screen. *Duct sizes calculated using this CFM. Winter Summer Winter Summer Return Supply Calculated Calculated System System Item Name Velocity RA Duct Size Velocity SA Duct Size CFM CFM CFM CFM System I 551 20 x 8 689 16 x 8 686 820 612 *612 1/2 BATH 412 1-7"Run 561 1-6"Run 21 17____-_.._. *18- 12 2ND FLOOR BATH 412 1-7"Run 561 1-6"Run 25 19 •23 14 2ND FLOOR HALL 412 1-7" Run 561 1-6"Run 80 87 *72 65 BASE BATH 412 1-7" Run 561 1-6"Run 12 0 '10 0 BEDROOM 412 1-7"Run 561 1-6"Run 30 46 26 *34 DINING 412 1-7"Run 561 1-6"Run 118 148 ___....... 105 *111 ----Family Room 412 1-T'Run 561 1-6"Run 25 17 *22 13 . _KITCHEN ___ _ 412 2-T'Runs 561 2-6"Runs 60 _.. 235 54...__.-----*176 LIVING 412 1-7"Run 561 1-6"Run 123 - 106 *109 79 MASTER BEDROOM 412 1-T'Run 561 1-6"Run 88 72 *79 53 SIDE ENTRY 412 1 T'Run 561 1-6"Run 28 24 *25 18 STAIR-UTILITY.. .............._ -.-.. __ 412 ...... ..1-7"Run 561 1-6"Run 18 0 *16.._._._._ 0 WC 412 1-7"Run 561 1-6"Run 59 48 *52 36 • Adtek AccuLoad Report Version 17.3.5 Page 10 Your Company Here... TAMARRA ELLSWORTH Your Address Here... - City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 System I Design Conditions Location: Elevation: 0 Daily Range: 0 Design Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 0 Design Grains: 0 Summer: 92 72 Summer Design RH% 0 Winter: -17 70 Heating Equipment Mfg: Heating Input(btuh): N/A Model: Heating Output(btuh): 60000 AHRI Ref#: Calculated HeatPump 0 Efficiency (AFUE): N/A Output @ Design (btuh): Outdoor Equipment Mfg: CHAMPION BY JOHNSON Rated Total Cooling (btuh): 23400 Oudoor Unit Model: TC3B2421 Sensible Cooling (btuh): 17550 Coil: FC/MC/PC35B+TXV Latent Cooling (btuh): 5850 Indoor Unit: TM9E060B12MP11 AHRI Ref#: 8535321 Adtek AccuLoad Report Version 17.3.5 Page 11 Your Company Here... TAMARRA ELLSWORTH Your Address Here... -City Here..., State Here..Zip Here... 15 FRENCH MOUNTAIN DR Phone Here - Email Here... LAKE GEORGE, NY 12845 Sales Consultant: Job#: ELLSWORTH Date: 07/23/2018 Expanded Manual S (ACCA Guidelines) MJ8 Design Calculations Sensible Gain (btuh): 15325 Design TD for Airflow: 19 Latent Gain (btuh): 3071 Design CFM: 733 Total Heat Gain (btuh): 18396 SHR: 0.83 Heat Loss (btuh): 37728 Manufacturers Performance Data(A) Entering Coil Temperature = 75 (F db) Lower Return Air Total Sensible Latent CFM (F wb) BTUH BTUH BTUH SHR 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 0 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 @ 47 F db @ 17 F db Point q Heat Pump DataL N/A N/A 0 0 Desired Calculated Input Output AFUE Temperature Capacity Capacity Rise Airflow Furnace Data N/A N/A N/A N/A 0 Adtek AccuLoad Report Version 17.3.5 Page 12 �. ]'`a •�'... .✓.,n ,3 � L w^ c t� ?tr r S!* � _ .,s•�� am '"„^ ice'1• ''^" ^7-t .,S) v.;.+l mot• - - PLC C." phi 4'J 9 i66s s„ ",:y'rsawc +v'�y*i#aiel�+exemrs;. p:;:`v.r:n:1A':'r• S 45yt":,t Y,i,`,1�•. 1 k a� Lti�, � [[[ f as�a`�"�.J,:',01 ;, �'T;'.-,�.�,::-�a•,:� , . :FS<�'!�:._,,.�;_r•?�i'�«4Y.L' ,r�.,.A.;\) t 1 a� .;:,aa' 3:�, C,:y r- t i •- ,,..-. t yam, ,!„1^r{, ,,s,. t•+>.,:: ti ....,,•pi.• .: i .:^.�,=I,.� ,l.,,y� .ii'i.?SP ax�,;�,.,., .`,�'" 4*sc ccea:.: `S �` y j�p� � �+w,.�••a.,°i-rc �c.'��,:s...a�--,. ,..:.•..,?,1.:•_.•:Lt:lti. �.,a .•.+?�j _ amac•",sm`se`azr•...cmxxm. .,a:,.:..:.Yrw+:.:ct:7£.., ck ..,:• •:%�'•\ ps�-li,,�.,it�.t �1: �1T;`. .. <-c:�.,-- v..:?. .i�,,,� - •...,�:->a.:r�-.,� �,.: ...... «:ate.• .-'�,*� �>� "`�» , �y [ •••:i,:'.:,,.... - , J-r :.. .,: -:,�S L..i:�•59.:''yy�:tK' �� -h'i xxc a� 4 :.-..,.. ._....._a-.:!-.., .�.a.ir �xR„ r..:+,:,1-,:r,:�'l;\.l+•=,y,r., ,'ST:..v:f;<:.... _ i b ,F''1^I .:f.5w��,ice•' ,��;[� � •ey.p.,.,..�. .y-,: .. s'1t;�,• .^(),fir,- S a <.LS:tt -, '` •�-�.�,-.r.- ^•.a.at+cE;_sc-,cm�r yq p • .��•...r._,..:\. •.... 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R'$ l Lands n IN N �s. 1 G 4 _ ti William Fernandez E _ E M EROSION & SEDIMENT CONTROL NOTES o SITE DEVELOPMENT DATA �c Susan Fernandez N 1 L. 1380 F 134 BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND SITE AREA: � 000 DURING EARTHWORK PHASES SEDIMENT CONTROL FENCE SHALL BE 000 ;, ; ` xa .68 AC (29,703 SF 0 .; , i INSTALLED AS SHOWN ON THE PLAN. 0100 %" AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM PROPOSED IMPERVIOUS ` a EVENT, SEDIMINT CONTROL FENCE AND ANY OTHER EROSION CONTROL COVERAGE ` r01. , ..:,. € MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ,11:. aa ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. HOUSE 576 SF EARTH H h N88 �3 00 E ALL BARE E AREAS SHALL BE SEEDED AND MULCHED WITHIN ` 00 200. O I RF O — I PF 14 DAYS OF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH PORCH& DECK 202 SF 1000 GAL 4 PVC HOUSE : AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN PRECAST CONCRETE SEWER 14-DAYS. ONCE CONSTRUCTION IS COMPLETED 1N THESE AREAS, SEED »„ ;. ' `" 4... SEPTIC TANK >, _ a a DRIVEWAY 1660 SF , � AND MULCH SHALL BE INSTALLED WITHIN 14 DAYS. 4 PVC EFFLUENT _ a� A REA • TEMPORARY EROSION CONTROL MEASURES INCLUDING SEDIMENT CONTROL =9 :" . i' SEWER r�m WALKS& STEPS 245 SF 6-HOLE D BOX y FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY 0. 68± AURES ABSORPTION FIELD, oo �"' TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE SITE LOCATION` (3)PIPE-STONE 'y/= PARCEL 2 DEED THAN 7-DAYS. TOTAL IMPERVIOUS 2683 SF LOCATION MAP TRENCHES @ 40'EACH REFERENCE 1 NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN I LANDS OF TAMARRA ELLSWORTH 7-DAYS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE PERCENT IMPERVIOUS 9.0% 15 FRENCH MOUNTAIN DRIVE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED. - • FOR GROUND CLEARING ACTI VI TIES OCCURRING BETWEEN OCTOBER 15 & PERMEABILITY 91.0% ' spring house APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED 5EE MAP NOTE 3 EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN --ohw ohv✓ 4h v ohw - ohw ohw ohw ohlTv� EXTRA HEAVY LAYER OF MULCH. ZONING REQUIREMENTS �+ ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF ' � ZONE-RR-3A (RURAL RESIDENTIAL -3 ACRES) ohW 80% OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING MINIMUM LOT SIZE-3-ACRE REVEGETATION. REVEGETATE AS NEE. DED TO MEET THIS REQUIREMENT. WELL FRONT SETBACK- 100 ` W + THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR ... ......... URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE SIDE SETBACKS- 75' 4> ^ oo t ..:.......... '.'.'.'.'.'.'.'....'.'.'. ...... ......... REAR SETBACK- 100' """"' """""' ' STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. ti .. ... .... .. f - 0 CO �o h I r— '.'-. .:.:.:.:.:...:. SHORELINE 75 4) 0 ..... ..-...- ':. o....... ue.. O z�. :.......................... ......::' .. STABILIZATION LOT WIDTH 400 < 24 X ::.': : ,.. 24' f :':':':': ::: :::':::'::'::':'::.....'. ::'::'::':':': :'::..................'..: ` 9 '2`$ ..:::.:. :: ::::. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS ROAD FRONTAGE-400' 1 :. t. .. l O � ... .... ::':'::'::'::'::':':'::':: .:.:.:.::.::.:::::::.:..:...............:..:..:.-:.:.:::.::: PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE MAXIMUM BUILDING HEIGHT-40 4� s�o O •N It ='= = = TEMPORARILY OR PERMANENTLY CEASED, BUT 1N NO CASE MORE THAN o MINIMUM PERCENT PERMEABLE- 75/o.: 14-DA YS. - a I I I I I I ?,, 1 ----.. ,!# 75 0'f STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON AREA VARIANCE SUMMARY SITE LOCATION NEIGHBORHOOD MAP I .... . 3 I I I I PORCH r-----_�I SLOPES OVER 1:5 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF ►� I '2 SF 4• o ,o DIMENSIONAL REQUIREMENTS: STRAW MULCH WATERED INTO PLACE ON SLOPES OVER 1:3 INSTALL EROSION coo CONTROL BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH THE DETAILED §179-3-040 A.(5) (b)j2]- FRONT'SETBACK I I I a o EROSION CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS � a - FRONT SETBACK 100 REQ D, 75 PROP. EROSION CONTROL IMPLEMENTATION SCHEDULE • II II II I INSTRUCTIONS. 25 OF RELIEF REQUESTED I I I I I �� 179-3-040 A. 5 b 3 - SIDE SETBACK I I I I I I w § O O j J PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE LJ U U a STANDARD SPECIFICATIONS FOR SIDE SETBACK(SOUTH) 75'REQ'D, 35.6'PROP. T � o�� MULCHING • 39.4'OF RELIEF REQUESTED ENTIRE PROJECT (REMOVE AFTER &PT-1 9C' F� ~ _ FINAL SITE STABILIZATION AND SEDIMENT CONTROL PRIOR TO CLEARING AND SOIL DEFINITION §179-3-040 A.(5) (b)j4J REAR SETBACK FENCE DISTURBANCE VEGETATION ESTABLISHMENT} / q APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE - REAR SETBACK 100 REQ D, 81 PROP. • 19 OF RELIEF RE TEMPORARY SEEDING & AFTER INITIAL SITE GRADING UNTIL FINAL GRADING AND 200.00' MATERIALS, TO COVER THE SOIL SURFACE. ' QUESTED MULCHING VEGETATION ESTABLISHMENT 74— PURPOSE sss•43'oo"w 200.00' ,� SITE SOILS DATA IPF o THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING & OTHER N88.43'00"E SEEDING OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE VEGETATION AFTER FINAL SITE GRADING PERMANENT C MOISTURE AND MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE TEST PIT PERCOLATION TEST STABILIZATION FLUCTUATION OF BOTH. MULCH WILL PREVENT SOIL SURFACE CRUSTING AND AID IN WEED CONTROL. MULCH IS ALSO USED ALONE FOR TEMPORARY TP_1 - 9/11/18 BY L.W. DOB/E, P.E. PT-1 @ TP-i -9/11/15 8Y L.W. DCBIE, F'.E. STABILIZATION IN NON-GROWING MONTHS, WITNESSED BY THE CHAZEN COMPANIES 24" DEPTH, STABILIZED PERCOLATION RATE: Q) CONDITIONS WHERE PRACTICE APPLIES 0-12"" TOPSOIL & FOREST DUFF 2 MINUTES, 30 SECONDS PER INCH SITE SETBACKS ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB 12-42 DARK BROWN LOAMY SAND PLANTINGS. MULCH IS USEFUL ON SOILS WITH LOW INFILTRATION RATES BY W/SOME COBBLES REQUIRED FOR RETARDING RUNOFF. 42-74" BROWN FINE LOAMY SAND RR-3A ZONE PROPOSED M�. AREA = CRI TERIA 74-78 DARK BROWN LOAMY FINE SAND SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF FRONT 100 75' (DECK STAIRS) 3 0. t�0 ACRES NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND 38-60 BROWN & GRAY VERY FINE SAND, 87' (HOUSE) s DRAINAGE S(STEMS. W/MOTTLES, VERY FIRM SLOPE, GRA)E AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH NORTH SIDE 75' 77. ' , �W PARCEL 1 DEED REFERENCE 1 0 0 PRODUCTS. ROOTS TO 72" 5 p c ^ REMOVE AL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS .o o �° LANDS OF ELLSWORTH HOLDINGS, LLC •`�' NO BOUNDARY COND17ION ENCOUNTERED35.6 (DECK STAIRS) 0 co OF THE AN CIPATED LAND USE AND MAINTENANCE REQUIRED. SOUTH SIDE 75139.6' (PORCH) o o`� 7 FRENCH MOUNTAIN DRIVE ° APPLICATIO RATES: 2 well MULCH - 2 TON/ACRE (2 BALES / 1000 SFt) REAR 100' 81' (BASEMENT ACCESS) o 87 (HOUSE) 3 ZONING BOARD OF APPEALS APPROVAL RESOLUTION oa- -- - . � D oning Board of Appeals-Record of Resolution Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8238 6. In addition the Board finds that the benefit to the applicant from granting the requested variance would I ILA 4 2019 outweigh (approval) the resulting detriment to the health, safety and welfare of the neighborhood or 1 1 gravel Town ofQeensbury community; AS B U I L ! E drive T011il� OF ''�I ; QUEE SSURY Area Variance Resolution To: Approve 7. The Board also finds that the variance request under consideration is the minimum necessary; i� ,jf DING & CODES Applicant Name: Tamarra Ellsworth ohw File Number: -AV-16-2018conditions: ` ohw Z 8. The Board also proposes the following 200.00' Location: 15 French Mountain Drive RECORD DRAWING ohw Tax Map Number: 288.8-1-29 a) Adherence to the items outlined in the follow-up letter sent with this resolution. - S88.43'00"W ZBA Meeting Date: Wednesday,April 18,2018 The Zoning Board of Appeals of the Town of Queensbury has received an application from Tamarra INSTALLATION DATE: 511112019 Ellsworth.Applicant o oses construction of a 576 s ft.single family home-revised.Relief requested from BASED ON THE ABOVE FINDINGS. I MAKE A MOTION TO APPROVE AREA VARIANCE pp p p q g q Z-AV-16-2018,Tamarra Ellsworth, Introduced b Michael McCabe who moved for its adoption,seconded by INSTALLED BY - STEVENSON EXCAVATING minimum setback requi ements in the RR-3A zoning district. Y P Ronald Kuhl: r SITE PLAN Relief Required: 18 to ,of April 2018 by the following vote: Section 179-3-040 establishment of districts-dimensional requirements-rural Duly adopted this day residential three acre TAX MAP # 288.VQ-1-29 SCALE: 1"=20' The applicant proposes-,o a 576 sq ft home to be 75 ft from the front where 100 ft is required,35.6 ft from the AYES: Mr.Urrico,Mr.Henkel,Mr.Underwood,Mrs.Hayward,Mr.McCabe, vlr.Kuhl,Mr.Freer south side where 75 ft is required and 81 ft from the rear property line where 100 ft is required. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED GRAPHIC, SCALE PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. SEQR Type II-no further review required;10 0 5 10 20 40 4 RECORD DRAWING 5/13/19 A public hearing was advertised and held on Wednesday,March 28,2018 and left open for April 18,2018, RECORD DRAWING NOTE. 3 FOR CONSTRUCTION DRAWINGS 9112118 ( IN FEET ) Upon review of the application materials, information supplied during the public hearing, and upon A REPRESENTATIVE OF OUR OFFICE WSITFD THE SITE 2 APPROVAL RESOLUTION 512118 p PP pp g p g P consideration of the criteria specified in Section 179-14-080(A)of the Queensbury Town Code and Chapter 267 DURING CONSTRUCTION AND IT IS MY OPINION THAT 1 REVISED HOUSE, RE-ISSUED TO ZONING BOARD OF APPEALS 4/3/18 of NYS Town I,aw and after discussion and deliberation,we find as follows: THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE WITH THE APPROVED PLAN AND THIS RECORD 0 ISSUED TO ZONING BOARD OF APPEALS 2114118 1. There is not an undesirable change in the character of the neighborhood nor a detriment to nearby properties DRAWING. FINAL SURFACE FINISHING AND TURF -- because we feel the new construction will be an improvement to the neighborhood. ESTABLISHMENT IS ONGOING. N o. I Revisions Dote 2. Feasible alternatives have been considered by the Board but are not deemed reasonable at this particular LUCAS W. DOBIE, P.E. SITE PLAN time. 5/13/2019 3. The requested variance is not substantial,particularly in view of the size of the lot. prepared for 4. There is not an adverse impact on the physical or environmental conditions in the neighborhood or district. Tamarra Ellsworth Dig Safely. WASTEWATER SYSTEM SETBACK SCHEDULE We believe that it's going to be an improvement to the physical conditions. MAP REFERENCE 15 French Mountain Drive New aYork 5. Is the alleged difficulty is of course self-created. BASE SURVEY INFORMATION FROM "MAP OF A Town of Queensbury, Warren County, New York El Call Before You Dig El Wait The Required Time PROPERTY LINE HOUSE WELL — SURVEY MADE FOR TAMARRA E:LLSWORTH," SITUATED q Drawn: LWD Checked: GTH I Scale: 1"=20' 1 Date: 1/31/17 El Confirm Utility Response IN THE TOWN OF QUEENSBURY, COUNTY OF WARREN, Respect The Marks SEPTIC TANK 10, 10, 50` Dig With Care 169 Hovilond Rood El STATE OF NEW PORK. DATED FEBRUARY 14, 20i8, Queensbury, NY 12804 800-962-7962 ABSORPTION FIELD 10' 20' i00' LAST REVISED APRIL 2, 2018, PREPARED BY (518) 745-0307 Phone 291061 -01 -S2 www.digsafelyne"ork.com RUSSELL E. HOWARD, LICENSED LAND SURVEYING Hutchins Engineering (518) 745-0308 Fax