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RC-0465-2023 ) ,,. / Office Use Only „.--1';'.; -: PRINCIPLE STRUCTURE 1, too-- ' Permit#: �E 94Op5— ?Az3 PERMIT APPLICATI ON - '- Permit Fee:$ (121. 4l9Z' .9-0 Town ofQQcensbur' — 742 Bay Road, Queensbury, NY 12804 *Rec Fee:$ lint P: 518-761-8256 www.queensbury.net Invoice#: 21 -,. Flood Zone? Y Reviewed By(-^ ) Project Location: . . g Ic 1-44.2o yin. Tax Map #: :7.- 1 (o- 0 lc! - 1-15 Subdivision Name: -AAA SCA(1 0t Le).A'Na\ I '®-r2_ *TOWN - 0 recreation newunits: single du Iexes -famil BD.RESOLUTION 385 2020.$1 00 r adwelling g y,_ p• / y, multiple family, apartments, condominiums,townhouses, and/or manufactu &poeal•taogiT.b�ttn - obile homes.This is in addition to the permit fee(s). L5 l! �l f� PROJECT INFORMATION: til I :JUL 2 7 2023 L_......:---1 TOWN OF QUEENSBURY Residential Commercial, Proposed Use: P it. r S fSingle-Family: Two-Family Multi-Family (#of units: ) 1. ,%Custom 2. _Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) 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: i i 1ST floor: �` li 1ST floor: 2nd floor: 2nd floor: /, 3rd floor: Total square feet: 7 g - Basement(habitable space): Total square feet: /(o Li Principle Structure Packet Revised March 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ Li/D/v vO 2. Proposed use of the building: fle5 4in,1 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 perappliance) 5. Are there any structures not shown on the plot plan? YES X'NO Explain, if yes: . 6. Are there any easements on the property? YES NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? 5-, (-. b. Is this a corner lot? YES NO c.Will the grade be changed as a result of the construction? YES x NO d. What is the water source? ?c PUBLIC PRIVATE WELL e. What type of wastewater system is on the parcel? SEWER X'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. I 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 inconformance 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 also understand that I/we are required to provide an as-built survey by a NYS licensed land surveyor of all newly constructed facilities prior to issuance of certificate of occupancy. I have read and agree to the above: PRINT.NAME :71 ✓lj k SIGNATURE; DATE: ---).-2, a/� \ Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: ^ Name(s): ty c'srvllC � ,,5., ' G1N c14 Mailing Address, C/S/Z: i'c7'7 ,rL FT Azy / 1�3 Cell Phoney,( ) 2 - N Land Line: ( ) Email: c, nht ( 0'14. 1` t f I 49/4-) • Primary Owner(s): Name(s): '"o+.pilc, ,4 Mailing Address, C/S/Z: (\(9 3-0 LA 5+. 1 u ks. . i s. i t 2,1 31 Cell Phone: ( ) Land Line: ( ) Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List alladditional contractors on the back of this form) Contractor Name(s): (Qr-ly n c COAvs ' n Contractor Trade: (c eerrAll Cat, cAt)(L Mailing Address, C/S/Z: ) - p-0-cr_k_ : !27 .14 Cell Phone: 113 ) `1 ---Z,f- . Land Line: ( ' ) Email: (���,r1w� j2,1Y-oAt_ buT«rcc Cep r-' **Workers' Comp documentation must be submitted with this application** • ,Architect(sl/Enaineer(sl: Business Name: \) ,�Svo .• et/1i Contact Name(s): 1 )(y.k. fL f. " Mailing Address, C/S/Z: VC.) ( a� / 1$6 udio 1M/,`S FL :'-i27--9 Cell Phone: ( ) Land Line: ( '/z.—• Email: Contact Person for Compliance in regards to this project: C,1Y4 pi 44csvz� Cell Ph�one: ('ci )Z LA_ 7 `( 7 7 Land Line: ( ) . Email:Llca,n,M (601M-z bv)- t-Lus-. Cori Principle Structure Packet Revised March 2022 NATURAL LIGHT, VENTILATION & EMERGENCY EGRESS CALCULATION SHEET (please complete if details are not provided on plans) Project Location: 3C I l c (�� uC9r /P v '- Primary Owner (s): O vv111�P_ b Habitable Sq. Ft. Required Actual Required Actual Sq. ft. Rooms of Light Light Ventilation Ventilation opening Room (8% of rm.) (sq. ft.). (4% of room) (sq. ft.) for Egress ice.t-- (9'I.3 V-;'-f 11,9 - si-) i--1- t ee l -moo I(010 23,, 6 %co for ( 1(1 \93t.3 92 i 6, 6-4 1(kLJ q-(5) 3 1`1 9..11 Wo 41 Iv/ LI 0 . �< i° 1.$ IDS L6 \P'e).,, VA- ,, 1- c 0 'A'cl -t,feAt. it kik/V(th Principle Structure Packet Revised March 2022 Office Use Only "t y Permit#: - 2 i2 Town ofQtcensb ry Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Invoice#: Flood Zone? Y N Reviewed By: SEPTIC DISPOSAL PERMIT APPLICATION Project Location: 5 ; of 0-e-V"./ TO, Tax Map#: 1 t— )4 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 [(a 3 3v PARCEL INFORMATION: Topography ) Flat Rolling Steep Slope %Slope Soil Nature )CSand Loam Clay Other, explain: Groundwater At what depth? Bedrock/Impervious At what depth? material Domestic Water Supply _Well _Lake (if well or lake,water supply from any septic system absorption is ft.) Percolation Test Rate: per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size Nov gallons(min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hottub System Absorption field w/#2 stone Total length_j(Q 5 ft.; Each Trench 55 ft. Seepage Pit w/#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 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. Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑ Check if all work will be performed by property owner only • Contractor: rr � I Contact Name(s): S P,J'v�`C�,S L)dl ll�Kt �Gc Contractor Trade: E" c o‘ 0, �a Mailing Address, C/S/Z: Cell Phone: _( ) Land Line: _( Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): pun Mailing Address, C/S/Z: Q D- t2a Duo L3jG Mo I/(,o Avis 1 L 3'I 21`J Cell Phone: _( ) Land Line: _( Email: Contact Person for Compliance in regards to this project: Lf.116r d,,wi Cell Phone: ( S .J- flLei-7°'1?? /Land Line: ( ) Email: Ai u n cni Ccr/L U-ers. l A/1/ 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. C � e i PRINT NAME: wl St ✓%/1_0Ytt; SIGNATURE: DATE: 7_1-,6 -2 Principle Structure Packet Revised March 2022 Office Use Only Permit#: E.C. "C51 �5 ' 26 Z-5 Town of Qneensbury Permit Fee:$ 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.oueensburv.net Invoice#: FUEL BURNING APPLIANCE & CHIMNEY APPLICATION **ONE APPLICATION PER APPLIANCE** Project Location: S � 1 15 r9 O,r^ Ks ax Map ID #: Room of Install: Lt\ft` I vin. Planned Install Date: FUEL BURNING APPLIANCE INFORMATION: TYPE OF DEVICE: Stove Fireplace Insert Fireplace Fuel Fired Equipment(Garage Only, 18" clearance per IMC 304.3) Fireplace, factory built** (**Manufacturer's name: 6614" e lO Model #: Dv 37— 3 2 ) SOURCE OF HEAT: Wood Coal Pellet Gas CHIMNEY INFORMATION: Masonry(require plans to be submitted): block brick stone 1 Flue: � tile Vsteel size, in inches Material*: double-wall triple-wall _insulated (*Manufacturer's name: ) ` 4Model #: Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑ Check if all work will be performed by property owner only •, Installer/Builder: Workers' Comp documentation must be submitted with this application Contact Name(s): P,//.-D4- F rC 4-Ii'Cvty Contractor Trade: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line: _( ) Email: Contact Person for any questions regarding this project: Cell Phone: ( ) Land Line: ( ) Email: ADDITIONAL INFORMATION: 1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after installation. 2. Manufacturer's installation manual must be available at the time of inspection. 3. Masonry fireplaces &chimneys require plans to be submitted. 4. Twenty-four (24) hour notification is required for inspections. 5. Workers' Comp insurance information is required with this application. Declaration: Construction/installation must conform to NYS Fire Prevention & Building Code and/or manufacturer requirements.The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions that are part of these requirements and also will allow the inspector to enter the premises to perform the required inspections. I have read and agree to the above: PRINT NAME: SIGNATURE: DATE: Principle Structure Packet Revised March 2022 Town of Queensbury 'g"°1 David Duell `Y Highway Superintendent Highway '/ 518-761-8212 s. Department r '\ k Mark De Mers 742 Bay Road-Queensbury, NY , Deputy Highway Superintendent 12801 Phone: (518) 761-8211 518-761-8210 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: �z�- APPLICANT NAME: CU n 6.45,fimg c V`o;n TELEPHONE NO.: �� -27A-"N7, ADDRESS TO INSPECT: 5. l3 B 0-0 vti_J) l RETURN ADDRESS & EMAIL: I6t`1 � I� Applicant must show exact location and width of driveway(s) to connect to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to use (if necessary) ( ) 12" ( ) 15" ( ) 18" ( ) 24" ( ) 36„ Preliminary inspection completed by: Date: Approval by Highway Supt: (or) Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: David Duell, Highway Superintendent Mark De Mers, Deputy Highway Superintendent 1/21/2022 Revised i -ac 3 TOWN CF QUEENSBIIRY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist • '14 Plan to scale /I 4Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and pP Architects;22chn June 30 to April 15 Town Engineer for unapproved Engineers and Architects) k/'l/All wells on property and adjacent properties shown eater 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 • 'I (Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline . / j 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) eptic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each 7 t Leech Field 20'from foundation 100'from any well 10.from water line • yr. /V ii Seepage pit 150'from well 50'from septic tank • OA-Seepage Pits 3-times diameter apart • 'X4 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland 126 distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000'of Lake George tLeech field 100'from watercourse or wetland /yfiToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from • Foundation Provide Engineer/Architect stamp for bed or design systems )�'ADepartment of Health Approval for all mobile home park new systems Flood Plain requirements •above established flood elevation to bottom of system _All tanks anchored or 2'above flood elevation !^J='- 1Yars:,• 3i Rwaori d`P6ft.;%'1A71 /4CPc`'2-#A3 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) ILA Two (2)full sets of plans V-7 Over 1,500 sq.ft. requires engineering stamp Design loads on plans: 115 Wind Floor Loads 40 psf L" (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas&Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties 1 Window schedule with glass size &main doors/Air leakage<.5 cfm for doors,< .3 cfm for windows/Tempered glass in bathrooms 16i Door schedule/Main entrance 36" door Emergency Escape or Bedrooms& Habitable Space Above-grade: 5.7 sq.ft. Grade: 5.0 sq. ft. LikI 24" (h)x 20" (w) minimum ze 44" maximum height above door //':•1 Window control devices 24"or less 2nd story or 72" above grade Egress window from basement 5.0 sq.ft. Lip. Floor system sizing per table 502.3.1 Residential check ERI or Prescri tp -rngethod Driveway length: 300' or more42' wi h required/500''..or more,turnaround required Foundation drainage on plans, if required `i- -r 6" drop in 10' exterior grade 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 '1S Platforms at exterior doors 7Stairway headroom 6'8"; all stairs 36" width Stair run and rise )0(4 Winder run and rise Spiral stairs meet requirements ` r- Smoke detectors—battery backup &proper location, interconnected 40 Bathroom fixtures—proper clearance 1P5 Hall width-36" width - Handrails more than four risers on open sides Y Railing&guards>30"/basement stairs included/closed risers more than 4" in height Safety glazing notes for required areas . Garage fire separation:%" gable end/5/8" under living space &1/:" on walls/20 min. door and closer yr 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 Continued on back-� - Residential Plan Review Revised October 2021 t Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA • (2 of 2) Carbon Monoxide detector outside lowest sleeping area, on every level &interconnected �� L within 15'of sleeping area f� Soil test results, if required Septic to well or water line separation -fk. All paperwork signed Note onplans energysavinglight bulbs 90% `1/67 g � Blower door test agency paperwork )JQ Floodplain Permit required—check map: 2 feet above flood elevation I Hurricane clips required , NiiLk Floors less than 2 x 10 covered by%"gypsum or 5/8" wood panel =1rfg Manuals S &J required for heating system. Cold air return hard piped 1J6j?-Separate room for draft HVAC or hot water heater with fresh air 1, HRV shown and calculations 1 Baffles at eaves for insulations and knee walls 1(- Makeup air for range hood >400 cfm N), -� ke& tc.t �k.,,,i il Continuous header for garage doors to end wall i�. Chimney rain cap shown for fireplaces .." --peck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review. Revised October 2021 GICAYWN\ Manual S Compliance Report Job: 1835 Date: Jul 31,2023 Entire House By: Plan: 1835 D4(Q5=20 2.4. Project Information • For: CERRONE BUILDERS 355 BIG BOOM RD, QUEENSBURY, NY 12804 • Cooling Equipment Design Conditions Outdoor design DB: 85.0°F Sensible gain: 21629 Btuh Entering coil DB: 75.3°F Outdoor design WB: 71.0°F Latent gain: 4110 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 25739 Btuh Indoor RH: 50% Estimated airflow: 1035 cfm Manufacturer's .Performance Data at Actual Design Conditions Equipment type: Split AC FILE COP" Manufacturer: York Model: YCJD30S41S1+FC35C3XN2 Actual airflow: 987 cfm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0% of load Total capacity: 0 Btuh 0% of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: -4.0°F Heat loss: 77553 Btuh Entering coil DB: 65.7°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: York Model: TG9S080B12MP11 Actual airflow: 987 cfm Output capacity: 78000 Btuh 101% of load Temp. rise: 50 °F W [E7AUG 0 3 2�2� TOWN O;QUEENSBURY Meets are all requirements of ACCA Manual S. BUILDING& CODES 2023-Jul-31 10:52:12 wrightsoft' Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 ACCP, ...thy\Documents\York\Template\355 BIG BOOM RD.rup Calc=MJ7 Front Door faces: N Residential Plans Examiner Review Form RForm PER 1 ACCk® for HVAC System Design (Loads, Equipment, Ducts) 15Mar09 ry ca,dtn,rg catarsirs cfare'ra QUEENSBURY NY Header Information Contractor: REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes 0 No 0 Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes 0 No OEM performance data(heating,cooling,blower): Yes 0 No 0 Building plan#: 1835 Manual D Friction Rate Worksheet: Yes 0 No D Duct distribution sketch: Yes D No Home address(Street or Lot#,Block,Subdivision): 355 BIG BOOM RD, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Front Door faces North Outdoor temperature: -4 °F Orientation: Indoor temperature: 68 °F North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 77553 Btuh Number of bedrooms: 1 Conditioned floor area: 4199 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 85 °F Indoor temperature: 75 °F Windows Roof Grains difference: 27 grub @50% RH Eave overhang depth: 0 ft Sensible heat gain: 24032 Btuh Internal shade: none Blinds,drapes,etc. Eave Latent heat gain: 4567 Btuh Depth Window Total heat gain: 28599 Btuh Number of skylights: 0 HVAC EQUIPMENT SELECTION (IRC M1401.3) Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 987 umace,Hea pump,Boller,etc. Ir ondkloner,Heat pump,etc. Cooling cfm: 987 Model: York Model: York Static pressure: 0 in H2O TG9S080B12MP11 YCJD30S41S1+FC35C3XN2 Fan's rated extemal static pressure for design airflow Heating output capacity: 78p00 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design ou doorconditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 987 cfm Longest supply duct: 0 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct: Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -f4- wrightsoft Right-Suite®Universal 2017 17.0.16 RSU25116 Pro ect Summa Job: 1835 � � Date: Jul 31,2023 Entire House • By: Plan: 1835 Pro'ect Information For: CERRONE BUILDERS 355 BIG BOOM RD, QUEENSBURY, NY 12804 Notes: Desi• n Information Weather: Glens Falls AP, NY, US Winter Design Conditions Summer Design Conditions Outside db -4 °F Outside db 85 °F Inside db 68 °F Inside db 75 °F Design TD 72 °F Design TD 10 °F Daily range M Relative humidity 50 % Moisture difference 27 glib Heating Summary Sensible Cooling Equipment Load Sizing Structure 73163 Btuh Structure 20599 Btuh Ducts 4390 Btuh Ducts 1030 Btuh Central vent (0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification - 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 77553 Btuh Use manufacturer's data n Rate/swing multiplier 0.90 Infiltration Equipment sensible load 19466 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4110 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 4199 4199 Equipment latent load 4110 Btuh Volume(ft3) 33592 33592 Air changes/hour 0.70 0.40 Equipment total load 23576 Btuh Equiv.AVF (cfm) 392 224 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make York Make York Trade YORK Trade LX SERIES Model TG9S080B12MP11 Cond YCJD30S41S1 AHRI ref 2008572 Coil FC35C3XN2 AHRI ref 4890885 Efficiency 95.5 AFUE Efficiency 12.0 EER, 14 SEER Heating input 80000 Btuh Sensible cooling 20720 Btuh Heating output 78000 Btuh Latent cooling 8880 Btuh Temperature rise 72 °F Total cooling 29600 Btuh Actual air flow 987 cfm Actual air flow 987 cfm Air flow factor 0.013 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 2023-Jul-31 10:52:12 AL-. wrightsoft' Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 ACC1 ...thy\Documents\York\Template\355 BIG BOOM RD.rup Cale=MJ7 Front Door faces: N , Right-J®Worksheet Job: 1835 Entire House Date: Jul 31,2023 By: Plan: 1835 MANUAL J:7th Ed. - - 1 Name of room Entire House Room1 Room2 Room3 2 Length of exposed wall 523.0 ft 180.0 ft 38.0 ft 19.0 ft 3 Room dimensions 1.0 x 1665 ft 1.0 x 53.0 ft 1.0 x 100.0 ft 4 Ceilings Condit.Option 8.0 ft d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (ftl Htg Clg (ft2) Htg Clg (ftl Htg Clg (ft2) Htg Clg 5 Gross a 12E3 5.4 1.0 4184 **** **** 1440 ..** •••* 304 `••* ***• 152 **** •*•• Exposed b 0 0 III!!! *••* **** !III!! •••* *••* l!!II! ***• **** 11111! **** *•*• walls and c 0 0 111111 •••* •••* III!!! ••** ••** ll!l!! •**• .*•* I!I!!! **** *••• partitions d 0 0 !II!!! •••* ***• 111111 *••* ••** l!llll •••* •••* Ill!!! •*** ••.* e 0 0 11111! •*** **** 111111 ***• •••• Ill!!! ••*` ***• 11111! **** .... f 0 0 11111! **** **** !I!!!l **** •*** III!!! **** *••* Ill!!! *••• **•* 6 Windows and a 3A0 39.7 ** 288 11426 ***• 40 1587 **** 0 0 **** 40 1587 •**• glass doors b 0 ** 0 0 **** 0 0 ***• 0 0 **** 0 0 **** Heating c 0 ** 0 0 **** 0 0 *••• 0 0 **** 0 0 •'•* d 0 ** 0 0 **** 0 0 .*** 0 0 **** 0 0 *••• e 0 ** 0 0 *`** 0 0 •••* 0 0 **•* 0 0 *••* f 0 ** 0 0 **** 0 0 •*`* 0 0 •*** 0 0 •*** 7 Windows and North 19.0 88 **•* 1672 0 ..** 0 0 **** 0 0 *••* 0 glass doors NE/NW 0 0 **** 0 0 .*•* 0 0 .*" 0 0 .*** 0 Cooling E/W 68.0 80 *••* 5440 0 ••** 0 0 **•• 0 0 •`•* 0 SE/SW 0 0 •.•* 0 0 **•* 0 0 •••• 0 0 **** 0 South 34.0 120 ••** 4080 40 •*** 1360 0 .*•* 0 40 •*** 1360 Horz 0 0 *•** 0 0 *••• 0 0 **•* 0 0 .*** 0 8 Other doors a 11F0 12.2 2.3 98 1200 227 77 942 178 0 0 0 21 257 49 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 3798 20509 3874 1323 7144 1349 304 1642 310 91 491 93 exposed b 0 0 ll!!!I 0 0 111111 0 0 !I!Ill 0 0 II!!!! 0 0 walls and c 0 0 II!!!! 0 0 !1!!!! 0 0 lillll 0 0 I!I!!! 0 0 partitions d 0 0 !!!!!! 0 0 111111 0 0 111111 0 0 I!!!!! 0 0 e 0 0 . 1111!! 0 0 11111! 0 0 lIllIl . 0 0 1111!! .0 0 f 0 0 I!!1!! 0 0 !!I!!! 0 0 !!!I!! 0 0 11111! 0 0 10 Ceilings a 16G0 2.4 1.1 2534 6021 2843 1665 3956 1868 53 126 59 100 238 112 b 0 0 111111 0 0 11111! 0 0 II!!!! 0 0 11111! 0 0 c 0 0 111111 0 0 III!!! 0 0 11111! 0 0 1l111! 0 0 e 0 0 1111!! 0 0 !III!! 0 0 111111 0 0 1!!!!! 0 0 e 0 0 11111! 0 0 !!!11! 0 0 Ili!!! 0 0 I1111! 0 0 f 0 0 11111! 0 0 !!I!!! 0 0 111111 0 0 1111!! 0 0 11 Floors a 1910 1.7 0 1665 2877 0 0 0 0 0 0 0 0 0 0 (Note:room b 1910 1.7 0 53 92 0 0 0 0 53 92 0 0 0 0 perimeter c 0 0 HMI 0 0 !Illl! 0 0 11!!!! 0 0 1!!1!1 0 0 is displ. d 0 0 II!!!! 0 0 !WI! 0 0 !!!!!! 0 0 !!!!!! 0 0 for slab e 0 0 I11!!! 0 0 1!1!!! 0 0 11l!!! 0 0 ll!!!1 0 0 floors) f 0 0 Ill!!! 0 0 III!!! 0 0 Ill!!! 0 0 I!!I!! 0 0 12 Infiltration a 80.4 6.4 386 31039 2463 117 9408 747 0 0 0 61 4905 389 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 •••• 73163 **** "•* 23038 **** **•• 1859 *••* *"•" 7478 **** Less external heating ••** 0 **** ••** 0 **** •**• 0 •••* •*** 0 •••* Less transfer **** 0 ***• *••* 0 •••• •••* 0 ••** **** 0 •••* Heating redistribution •*•• 0 •••* •••* 0 •••* ••** 0 **** .•** 0 •••* 14 Duct loss 6% 4390 *•** 6% 1382 •*** 6% 112 ***` 6% 449 **** 15 Total loss=13+14 •*** 77553 **** •••• 24420 **** .*•• 1971 *•.* *•*• 7927 **** 16 Int.gains: People @ 300 0 **** 0 0 ***• 0 0 •*** 0 0 **•* 0 Appl. @ 1200 0 ..** 0 0 ***• 0 0 **** 0 0 •*•* 0 17 Subtot RSH gain=7+8..+12+16 ***• ••** 20599 •••* *•** 5502 **** **** 370 **** .*** 2003 Less external cooling ***• **** 0 *••• •*** 0 •••• **** 0 •••* •*•* 0 Less transfer **** *•*• 0 ***• •*•* 0 ..** •*** 0 ••** •••• 0 Cooling redistribution ***• *••* 0 **** •*** 0 **** *••* 0 •*•* •*** 0 18 Duct gain 5% **** 1030 5% •*** 275 5% ***• 18 5% •••* 100 19 Total RSH gain=(17+18)•PLF 1.00 **** 21629 1.00 **** 5777 1.00 **** 388 1.00 ..*• 2103 20 Air required(cfm) 987 987 311 264 25 18 101 96 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wr- trtsoft- 2023-Jul-31 10:52:12 9 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 1 ACC'', ...thy\Documents\York\Template\355 BIG BOOM RD.mp Calc=MJ7 Front Door faces: N 1 6 Rig ht-J®Worksheet Job: 1835 - Entire House Date: Jul 31,2023 By: Plan: 1835 MANUAL J:7th Ed. 1 Name of room Room4 Room5 Room6 Room7 2 Length of exposed wall 5.0 ft 8.0 ft 29.0 ft 24.0 ft 3 Room dimensions 9.0 x 5.0 ft 9.0 x 8.0 ft 1.0 x 212.0 ft 1.0 x 173.0 ft 4 Ceilings Condit.Option 8.0 ft heat/cool 8.0 ft heaUcool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg (ft2) Htg Clg 5 Gross a 12E3 5.4 1.0 40 fit It** **** 64 **** •**` 232 •*** `*** 192 •*•` `•** Exposed b 0 0 Il!!11 •*** **** !I!!!1 •*** •••• 1111I1 •••• •*** 11!Ill ***` .* walls and c 0 0 1I11!! **** **** I111!! **** .**• I!!11I **** **** III!!! .*** •*`* partitions d 0 0 11111! *`*• •••* ill!!! *•*• •... I!!tll ***• **** Ill!!! **•* ••*• e 0 0 I!!!!! •**• .*•* Ill!!! •*•* •••* l!!ll! •**• **•• 11!!!! •••• ••** f 0 0 111111 *••* **** 111111 `*`* **** !!!!I! **** *`** III!!! *••• *•** 6 Windows and a 3A0 39.7 ** 0 0 ••** 0 0 **** 48 1904 .*•* 40 1587 ••`* glass doors b 0 ** 0 0 .*** 0 0 •••* 0 0 *•** 0 0 **** Heating c 0 ** 0 0 ••*• 0 0 *••* 0 0 **** 0 0 ••*• d 0 ** 0 0 .... 0 0 •••• 0 0 **** 0 0 •••* e 0 ** 0 0 •`*• 0 0 **** 0 0 **** 0 0 •*`* f 0 ** 0 0 •*`* 0 0 **** 0 0 ***• 0 0 •••• 7 Windows and North 19.0 0 **•* 0 0 **** 0 48 **•• 912 40 •*** 760 glass doors NE/NW 0 0 •**• 0 0 **** 0 0 •*** 0 0 ..** 0 Cooling E/W 68.0 0 •*`* 0 0 **** 0 0 ***• 0 0 ..** 0 SE/SW 0 0 **** 0 0 **** 0 0 ***• 0 0 •`*• 0 South 34.0 0 •**• 0 0 ***• 0 0 **•* 0 0 •**• 0 Horz 0 0 **** 0 0 .*** 0 0 .**` 0 0 *•*• 0 8 Other doors a 11 F0 12.2 2.3 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 40 216 41 64 346 65 184 994 188 152 821 155 exposed b 0 0 11111! 0 0 111111 0 0 11111! 0 0 Illl1! 0 0 walls and c 0 0 11111! 0 0 III!!! 0 0 111111 0 0 !HI 0 0 partitions d 0 0 111111 0 0 111111 0 0 111111 0 0 HMI 0 0 e . 0 0 111111 0 . 0 111111 0 0 nil 0 0 . 11111! 0 0 f 0 0 111111 0 0 111111 0 0 I!!11I 0 0 llli!! 0 0 10 Ceilings a 16G0 2.4 1.1 45 107 50 72 171 81 212 504 238 173 411 194 b 0 0 1111!1 0 0 !lllll 0 0 II!!!! 0 0 11111! 0 0 c 0 0 I!!III 0 0 1111!! 0 0 !!l111 0 0 111111 0 0 d 0 0 111!!! 0 0 III!!! 0 0 I!!!I! 0 0 111111 0 0 e 0 0 I!!!!! 0 0 11111! 0 0 !III!! 0 0 11111! 0 0 f 0 0 111111 0 0 111111 0 0 111111 0 0 11111! 0 0 11 Floors a 1910 1.7 0 0 0 0 0 0 0 0 0 0 0 0 0 (Note:room b 1910 1.7 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 111111 0 0 1I1111 0 0 IIll!! 0 0 111111 0 0 is displ. d 0 0 !Ill!! 0 0 111111 0 0 111111 0 0 1!!!!I 0 0 for slab e 0 0 l!!!!! 0 0 111111 0 0 !III!! 0 0 111111 0 0 floors) f 0 0 I!!!!! + 0 0 111111 0 0 111!!! 0 0 I11111 0 0 12 Infiltration a 80.4 6.4 0 0 0 0 0 0 48 3860 306 40 3216 255 Ventilation 0 0 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 •*•• 323 ••** **•* 517 •••• **** 7261 *•** •*•* 6035 •*•` Less external heating .... 0 *.** •*** 0 .... **** 0 •`•• *••• 0 *••* Less transfer ***• 0 **•• *••* 0 *`•* ***• 0 •*** **** 0 **•* Heating redistribution ***• 0 `••• ••*• 0 ..** **** 0 **** *•*• 0 •*•• 14 Duct loss 6% 19 *•** 6% 31 **•• 6% 436 *••* 6% 362 •*** 15 Total loss=13+14 •**• 342 •••• ***• 548 •••* *•** 7697 ** **** 6397 ••*• 16 Int.gains: People @ 300 0 **** 0 0 •••• 0 0 ***` 0 0 •*** 0 Appl. © 1200 0 •••* 0 0 ••*• 0 0 .**• 0 0 •`** 0 17 Subtot RSH gain=7+8..+12+16 •*`• •••• 91 **** •••• 146 •*** •**• 1644 •*•* •••• 1364 Less external cooling .*** ***• 0 `*** ***• 0 **„ **** 0 *••• .••* 0 Less transfer **•* *`** 0 `*** •`•• 0 •••• **•* 0 •**• ***• 0 Cooling redistribution *•** *`*• 0 **** •••* 0 *.** **** 0 •*** **•• 0 18 Duct gain 5% **`* 5 5% *••* 7 5% •*** 82 5% *`*• 68 19 Total RSH gain=(17+18)*PLF 1.00 96 1.00 **•• 153 1.00 **** 1726 1.00 ***` 1433 20 Air required(cfm) •• 4 4 7 7 98 79 81 65 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wrigtrttsoft- Right-Suite®Universal 2017 17.0.16 RSU25116 Page 2023-Jul-31 10:age 2 2 ACCK ...thylDocuments\York\Template1355 BIG BOOM RD.rup Cale=MJ7 Front Door faces: N Rig ht-J®Worksheet Job: 1835 Entire House Date: Jul 31,2023 By: Plan: 1835 MANUAL J:7th Ed. 1 Name of room Room8 Room9 Room10 2 Length of exposed wall 9.0 ft 31.0 ft 180.0 ft 3 Room dimensions 5.0 x 9.0 ft 13.0 x 13.0 ft 1.0 x 1665 ft 4 Ceilings Condit.Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load(Btuh) Area Load(Btuh) Area Load(Btuh) Area EXPOSURE NO. Htg Clg (ft2) Htg Clg (ftz) Htg Clg Or) Htg Clg Htg Clg 5 Gross a 12E3 5.4 1.0 72 •'** **** 248 **** **** 1440 **** **** **** **** . Exposed b 0 0 HMI .**' .*** 111111 **** **** Ill!!! **** **** **** •••• walls and c 0 0 111 Hi **** **** 11111! **** **** ill!!! **** **** *•*' •*•• . partitions d 0 0 !I!!!I **'• ***' 111111 **** **** liii!! **** **** •'** •**` e 0 0 ll!!il **** **** III!!! **** **** Ili!!! •••• ***' •*** *••* f 0 0 Ili!!! **** **** ill!!! •••• **** IIIIII **** **** •••* **•* 6 Windows and a 3A0 39.7 ** 16 635 **** 40 1587 **** 64 2539 **** **** glass doors b 0 ** 0 0 '*** 0 0 '*** 0 0 **•* **** Heating c 0 ** 0 0 •*** 0 0 •*** 0 0 **** **** d 0 ** 0 0 *•** 0 0 ***' 0 0 '*** •*** e 0 0 0 **** 0 0 **** 0 0 ***• **** f0 ** 0 0 **** 0 0 *'** 0 0 *** **** 7 Windows and North 19.0 0 **`* 0 0 **** 0 0 **** 0 ***• glass doors NE/NW 0 0 **** 0 0 **** 0 0 ..*' 0 **** Cooling E/W 68.0 16 **** 1088 0 **** 0 64 •*** 4352 **** SE/SW 0 0 **** 0 0 **** 0 0 **** 0 .*** South 34.0 0 **** 0 40 **** 1360 0 **•* 0 **** Horz 0 0 **** 0 0 **** 0 0 **** 0 •*•• 8 Other doors a 11 F0 12.2 2.3 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 9 Net a 12E3 5.4 1.0 56 302 57 208 1123 212 1376 7430 1404 exposed b 0 0 !!!!!! 0 0 1111!! 0 0 IIIIII 0 0 walls and c 0 0 ill!!! 0 0 IIIIII 0 0 !dill 0 0 partitions d 0 0 Ill!!! 0 0 11!!I! 0 0 II!II! 0 0 e 0 0 HUH 0 0 IIIIII 0 0 IIIIII 0 0 f 0 0 IIl!!I 0 0 IIIII! 0 0 !!l!!! 0 0 10 Ceilings a 16G0 2.4 1.1 45 107 50 169 402 190 0 0 0 b 0 0 IIIIII 0 0 III!!! 0 0 illlli 0 0 c 0 0 l!l!!I 0 0 !!!!!! 0 0 !!111i 0 0 d 0 0 Ililll 0 0 !!!!!l 0 0 IIIIII 0 0 e 0 0 lll!!I 0 0 !!!!ll 0 0 !!!!!l 0 0 f 0 0 I!!!II 0 0 HMI 0 0 III!!! 0 0 11 Floors a 1910 1.7 0 0 0 0 0 0 0 1665 2877 0 (Note:room b 1910 1.7 0 0 0 0 0 0 0 0 0 0 perimeter c 0 0 !Hill 0 0 IHIll 0 0 IIIIII 0 0 is dispi. d 0 0 HIM 0 0 Ililll 0 0 IIIII! 0 0 for slab e 0 0 HUH 0 0 !!!Ill 0 0 hill! 0 0 floors) f 0 0 iiiiii 0 0 l!!!11 0 0 I1rr11 0 0 12 Infiltration a 80.4 6.4 16 1287 102 40 3216 255 64 5146 408 Ventilation 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 ***• 2331 **** **** 6328 **** **** 17993 **** **** **** Less external heating **** 0 *"' **** 0 •'*• **•* 0 **** **** .*** Less transfer **•* 0 ••** **** 0 *•*` *'** 0 **** **** **** Heating redistribution **•• 0 *•** **** 0 .... **** 0 ..** ***• **** 14 Duct loss 6% 140 **•* 6% 380 **** 6% 1080 **** .*•* 15 Total loss=13+14 **** 2471 **** **** 6708 .*** **** 19072 **** ***' **** 16 Int.gains: People @ 300 0 **** 0 0 ***' 0 0 **** 0 *"• Appl. @ 1200 0 ••*• 0 0 *'*' 0 0 **** 0 **'* 17 Subtot RSH gain=7+8..+12+16 **** **** 1298 **•* ***' 2017 **`* **`* 6164 **** '*** Less external cooling **** **** 0 *••* ••*• 0 ***' .*** 0 *•*. •*.. Less transfer **** **•* 0 *'•' •**' 0 **** •••• 0 .... '*** Cooling redistribution *•** **** 0 **** ***• 0 ***• **** 0 **** **** 18 Duct gain 5% "** 65 5% **** 101 5% ***• 308 •*** 19 Total RSH gain=(17+18)*PLF 1.00 **** 1363 1.00 ..** 2118 1.00 .*** 6472 ***• 20 Air required(cfm) 31 62 85 97 243 295 . Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. wr- htsOft* 2023-Jul-31 10:52:12 9 Right-Suite®Universal 2017 17.0.16 RSU25116 Page 3 AC ...thy\Documents\York\Template\355 BIG BOOM RD.rup Colo=MJ7 Front Door faces: N `� 'Ventilation i •gig. .. Det►�'n'9' ln�°IJVn`1Iq Your Ve nttilatiof it Needs s ,fir j 'S.. 14i,. , How rniwt;ha PO .:,h <<in Qlltu you rta:r6CP"� ,,;r • Gibed air quality is based in part on the capacity of the titernlo's ventilation system. ^artily,the win s capacity is :Y measured in CFM(Cubic Feet per Minute)or Us(Liters per second)of fresh air be' g distributed in the living 5J: space,Use 1h ASHRAE i2:2 Ventilation Standard, the Room Count Calculation M thodf,or tho Air Change Per :, 1. •.rt., • WOW'(ACM)Method to determine your ventiUetion needs. ,= A.f 1411 L 62.2`brutiltt'tit+e I i', tc�Dii i& d ASHRAE 62.2 CFM Sizing Chart ?. i .,,. • Number of Bedrooms/CFM Floor Area(*) 0-1 2-3 4-5 6 7 If >7 4 1500 30 46 •60" 76 r, 90 • 1601 •-3000 Qa OD . '.75 9D 105 • 3001 -4500 60 7590 Too12120 4501 •66000 75 90 105 . 120 13a 6001 -7600 90 ; 105 -120 135 150 :ro 7500 105 120 ,135 ' • 150 �j 165 ANSIASHRAE,STANDARD 02„2.2010-Ventilation Air Requirements:values in GI.1 r' The above chart outliners the nnoninlurn requirements for retaotinrenras ventilation. i j� c0 s -Ffi _. Ca CFM CO REd rroonis k' g -0 mig - f OCff1 •r . it t T Generated by REScheck-Web Software n Compliance Certificate o i? -a �-------1 co Project Cerrone Builders -� ' �, a ' 00 = ce,g � _ �. Energy Code: 2018 IECC G= '1 r._.-_ , rn Cl- Location: Glens Falls, New York -c1. L fv '�' =,4 cn Construction Type: Single-family o m �, Project Type: New Construction 0 z �" Conditioned Floor Area: 1,662 ft2 rn W w [,) O Glazing Area 18% �' a Climate Zone: 6 (7635 HDD) �� 1 -P C1 Permit Date: t co V1 Permit Number: cn M t, O Construction Site: Owner/Agent: Designer/Contractor: W 355 Big Boom Rd Daniel W. Ryan P.E. Queensbury, NY 12804 PO Box 1386 Nokomis, FL 34274 518-742-9569 dryan©dwrpe.com e`" 4 r'' .I''.:« V'te a ^ 6 ,� 1•.0:1 ' ,., ., .• #c Y '�,,#` / „v;,. ; t ;'"- t ` h 1. , v .yj s ..4 $ ,J i',.M i 1 I.c 5 ' i , rer h akt"`4� t elf ,n,;.'N i x+'_.Au ky 7°N #.. , # . fi .�'t 'A `k..tint CIl Pkiance' Pas5',s using uJA L"a 9g.:off lY" I' w S fv S ,,,, : d, b d`' 4 &7"'r'1,;.:.„ 4 a g . 5 0 '. 1 fl'4•t' '.'..% f; u.. Z'� tH r t fY 4�t (S #; r is t 9z , red 6. , ,..-.4- K`, w,t k + a'£ 3 a �u{ 'izd�d b 2 tv a�f, 7 a3 �,5 p w,,'„�.:..a � .. '�..?'4n� a�ax;. .�,r• 'r'�n#u n:,.. . »�.u.4 say.. ,� �i�`��:� u ..t�, .,##'.,fie,. e.0 ,�wT' �" _.. .,e� .3 .: '.0 Compliance: 3.3%Better Than Code Maximum UA: 269 Your UA: 260 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies ., r Gross Area, x • i. k Assembly • or Cavity Cont Prod: ` Reg' Prop. Req. • • , . , _ ., :* Ft-Value' Fe-Value` °lI Factor U;Factorr. - UA UA Perlmete'r. _ Ceiling: Raised or Energy Truss 1,662 49.0 0.0 0.020 0.026 33 43 FF Walls: Wood Frame, 16" o.c. 1,620 21.0 0.0 0.057 0.045 75 59 Door 2: Solid Door(under 50%glazing) 18 0,140 0.300 3 5 Door 3: Solid Door(under 50%glazing) 20 0.240 0.300 5 6 Door 1: Glass Door(over 50% glazing) 96 0.290 0.300 28 29 Window:Vinyl Frame 171 0.290 0.300 50 51 Basement Wall Unfin: Solid Concrete or Masonry Wall height: 8.8' 1,322 0.0 19.0 0.040 0.050 52 65 Depth below grade: 7.0' Insulation depth: 8.8' Sash:Vinyl Frame 7 0.400 0.300 3 2 Window:Vinyl Frame 16 0.290 0.300 5 5 Stair Wall: Solid Concrete or Masonry Wall height: 8.8' 82 7.5 0.0 0.076 0.050 6 4 Depth below grade: 7.8' Insulation depth: 8.8' Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Daniel W. Ryan P.E. 7/13/23 Name-Title Signature Date ,,/ oF NEVI/ oP��EL W.Ryq O43 * * (,, 4/ 0 �N./Az, 07906% OFEsSIONP Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 2 of10 ciREScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified , Field Verified , # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, EConstruction drawings and ❑Complies 103.2 documentation demonstrate I❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal )❑Not Observable (envelope represented on ❑Not Applicable ;construction documents. g 103.1, Construction drawings and ' '.. ❑Complies 103.2, t documentation demonstrate '- 1❑Does Not 403.7 (energy code compliance for { [PR3]1 lighting and mechanical systems. ', #❑Not Observable e� (Systems serving multiple c , , ❑Not Applicable dwelling units must demonstrate compliance with the IECC i ,1 Commercial Provisions, 302.1, ;Heating and cooling equipment is Heating: Heating: ❑Complies 403.7, isized per ACCA Manual S based Btu/hr Btu/hr ODoes Not [PR2]2„ 'on loads calculated per ACCA Cooling: Cooling: .9, l Manual J or other methods Btu/hr Btu/hr ['Not Observable {approved by the code official. DNot Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 3 of10 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 [F04]1 1insulation R-value.Where interior R. R- ❑ table for values. Does Not U insulation is used, verification Imay need to occur during :Not Observable Insulation Inspection. Not DNot Applicable ,required in warm-humid locations in Climate Zone 3. 303,2 iConditioned basement wall .'❑Complies [F05]1 insulation installed per , ' DDoes Not ll ;manufacturer's instructions. ❑Not Observable I i❑Not Applicable 402.2,9 (Conditioned basement wall ft ft DComplies See the Envelope Assemblies [FO6]1 'insulation depth of burial or ❑Does Not- table for values. 6 distance from top of wall. ❑Not Observable ONot Applicable 303.2.1, {A protective covering is installed ;❑Complies [FO11]2 Ito protect exposed exterior /❑Does Not .")insulation and extends a �, " '❑Not Observable ;minimum of 6 in. below grade. , I " . ;❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls Installed. 4 ' #❑Does Not �•.• = t1❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 •I Low Impact(Tier 3) Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 4 of10 Section plans Verified Field Verified # Framing /.Rough-In Inspection Complies? , Comments/Assumptions & Req:ID Value:, Value. 402.1.1, {Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 , ❑Not Observable ❑Not Applicable 402.1.1, llGlazing U-factor(area-weighted U- U- EComplies See the Envelope Assemblies 402.3.1, E average). ❑Does Not table for values. 402.3.3, ONot Observable 402.5 [FR2] ONot Applicable [FR2] PP 303,1.3 U-factors of fenestration products ,.:t .'"_ ❑Complies [FRO are determined in accordance i i❑Does Not a with the NFRC test procedure or . ' ,, taken from the default table. h 1❑Not Observable 3❑Not Applicable 402.4.1.1 Air barrier and thermal barrier '..';, ❑Complies [FR23]1 installed per manufacturer's ,' ` -,. i' ",; "' i..I❑Does Not instructions. �, f i❑Not Observable , , ')❑Not Applicable 402.4.3 Fenestration that is not site built - ' ' ' (❑Complies [FR20]1 is listed and labeled as meeting . , ' JODoes Not 0) AAMA/WDMA/CSA 101/I.S.2/A440 i " ( or has infiltration rates per NFRC a❑Not Observable 400 that do not exceed code '1❑Not Applicable limits. . 402.4.5 IC-rated recessed lighting fixturesl "- • '. ' .j❑Complies [FR16]2 (sealed at housing/interior finish ' : E❑Does Not and labeled to indicate s2.0 cfm :Not Observable leakage at 75 Pa, ,,f❑Not Applicable 403.3.1 (Supply and return ducts in attics i ' :{❑Complies [FR12]1 linsulated >= R-8 where duct is 1 ,' E❑Does Not U '>= 3 inches in diameter and >= 4 `R-6 where < 3 inches. Supply and ., � .' ,❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for ,.1 , diameter>= 3 inches and R-4,2 - for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter c ` " : ';❑Complies [FR13]' lboxes are sealed with .j❑Does Not (9 joints/seams compliant with ' `'International Mechanical Code or ;❑Not Observable ;International Residential Code, as 'i ❑Not Applicable l applicable. 403.3.5 . .,Building cavities are not used as I •' F❑Complies [FR15]3.r `ducts or plenums, i , I,l❑Does Not ' I • .I❑Not Observable f ' .i ' ' ;❑Not Applicable 1 High Impact(Tier 1) ,2: Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 5 of10 • Section Plans Verified Field Verified' # Framing'/Rough-In Inspection Complies? Comments/Assumptions & Req.lD Value Value 403.3.7 ;Ducts declared to be within the ;❑Complies (FR28]3 !conditioned space are either 1) }❑Does Not ,tgj 1 completely within the continuous ° , ; ;air barrier and within the building >i❑Not Observable ,thermal envelope, 2) buried " , ' ;❑Not Applicable {within ceiling insulation in {accordance with Section 1 R403.3.6 and the air handler is t; : {located completely within the ,,', ' ;continuous air barrier and within � - ' ;the building thermal envelope ! {and the duct leakage is <= 1.5 lcfm/100 square feet of i , ;conditioned floor area served by f -- - the duct system, or 3) the ceiling i•. " ' ;insulation R-value installed {against and above the insulated {duct >=to the proposed ceiling - ' { ; $insulation R-value, less the R- ,' !value of the insulation on the ( '' ' .. •.; ,-';, :,,::, 403.4'. jI HVAC piping conveying fluids R- R ❑Complies [FR17]2 ;above 105°F or chilled fluids ❑Does Not ;below 55°F are insulated to aR- i3 ❑Not Observable ❑Not Applicable 403.4.1 `Protection of insulation on HVAC i ' i❑Complies [FR24] ;piping. i❑Does Not ;1❑Not Observable . ; ' {❑Not Applicable 403.5.3, 'Hot water pipes are insulated to R- R- Complies [FR1'8]? 1R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 lAutomatic or gravity dampers are , ' ,"'' , ; 1❑Complies [FR19]2 'installed on all outdoor air i❑Does Not intakes and exhausts, 1 ;❑Not Observable { • , ;❑Not Applicable 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) ',3, Low Impact(Tier 3) Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 6 of10 • Section Plans Verified Field Verified , # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 'All installed insulation is labeled - - i,❑Complies (IN13]z �or the installed R-values - , ' 10Does Not 9 provided. Observable (i , ;❑Not Applicable 402.1,1, E 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 ODoes Not table for values. 402.2.6 /wall insulation on the wall ❑ Mass ❑ Mass ONot Observable [IN3]1 iexterior,the exterior insulation requirement applies(FR10). El Steel 0 Steel ONot Applicable 303.2 EWall insulation is installed per '❑' ' Complies [IN4]1 manufacturer's instructions. - 1❑Does Not I 6❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 7 of10 Section Plans Verified . Field Verified, • #, Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, 0 Wood 0 Wood ODoes Not table for values. 402.2.2, 402,2,E ❑ Steel 0 Steel ONot Observable (FUT. { ❑Not Applicable 303.1.1.1, Ceiling insulation installed per • ❑Complies 303.2 manufacturer's instructions, '. r !❑Does Not [F12)1 1 Blowninsulation marked every ;' ;ONot Observable 300 ft=, ,• , , • IONot Applicable 402.2.3 ` Vented attics with air permeable a ;❑Complies [F122]2 ;insulation include baffle adjacent g''_,.; , , j❑Does Not Ito soffit and eave vents that „ ;extends over insulation. ❑Not Observable • , . „ , : ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]1 insulation aR-value of the ODoes Not adjacent assembly. ONot Observable ONot Applicable 402.4.1.2 1 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 ONot Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 {determine air leakage with ft2 ft2 ODoes Not either: Rough-in test:Total leakage measured with a Not Observable pressure differential of 0,1 inch ONot Applicable Iw.g. across the system including (Ithe 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. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 OComplies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ODoes Not <=3 cfm/100 ft2 without air handler'@ 25 Pa. For rough-in ONot Observable tests, verification may need to ONot Applicable occur during Framing Inspection. 403.3.2.1 'Air handler leakage designated '' ,❑Complies [FI24]1 !by manufacturer at <=2%of HDDoes Not design air flow. { E ❑Not Observable I f ;/❑Not Applicable 403.1.1 ;Programmable thermostats ,❑Complies [F19]2 I installed for control of primary ODoes Not heating and cooling systems and g, _;i;`" initially set by manufacturer to ) 10Not Observable (code specifications. ' " ;❑Not Applicable 403.1.2Heat pump thermostat installed ❑Complies [FI10]2,' on heat pumps. ' 10Does Not i• .,IDNot Observable j #❑Not Applicable 403.5.1 ;Circulating service hot water • ' `❑Complies [FI11]2 jsystems have automatic or 7. ,_ i❑Does Not accessible manual controls. I ,., ONot Observable , ;❑Not Applicable nHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 8 of10 Section Plans Verified, Field:Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions &RegaD 403,6.1 All mechanical ventilation system • i❑Complies { ' [F125]2 fans not part of tested and listed 10Does Not 1 HVAC equipment meet efficacy °s ;and air flow limits per Table I ❑Not Observable S R403.6.1. i❑Not Applicable 403.2 !Hot water boilers supplying heat ,. lEComplies [F126]2 ;through one-or two-pipe heating 1 ' ' I❑Does Not systems have outdoor setback i' j❑Not Observable ;control to lower boiler water 'temperature based on outdoor ❑Not Applicable • ;temperature. , 403.5.1.1 IHeated water circulation systems, , ; ;❑Complies [F128)2 have a circulation pump.The i .• ,• •,' 10Does Not system return pipe is a dedicated > return pipe or a cold water supply/- ❑Not Observable pipe. Gravity and thermos- " , ❑Not Applicable ssyphon circulation systems are I not present. Controls for circulating hot water system ;pumps start the pump with signal •' s " • . , ;for hot water demand within the , occupancy. Controls;automatically turn off the pump 1 ;when water is in circulation loop qq , '° ; ;is at set-point temperature and ' .. .` s no demand for hot water exists. I "•,. ' - 403.5.1.2 Electric heat trace systems ' , ' Complies [FI29)2 )comply with IEEE 515.1 or UL , , i❑❑Does Not '. 1515. Controls automatically adjust the energy input to the ; ❑Not Observable 1 heat tracing to maintain the I s' • ❑Not Applicable ldesired water temperature in the s ' 1 ;piping. i fv. 403.5.2 1 Demand recirculation water ' _ ' • ;❑Complies (F130]2 ' ;systems have controls that I • ' • , #❑Does Not manage operation of the pump `s '' '` ' ❑Not Observable land limit the temperature of the ; • ' ' , . ,water entering the cold water I- ❑Not Applicable piping to <= 104°F, si 403.5.4 ;Drain water heat recovery units 4 - • ;1❑Complies [FI31]2 ;tested in accordance with CSA ; '.,❑Does Not IB55.1. Potable water-side I ❑Not Observable ;pressure loss of drain water heat 1. • recovery units < 3 psi for 1 • . , • Not Applicable individual units connected to one t " iortwo showers. Potable water- ;' , ' • - • ;side pressure loss of drain water 1 'heat recovery units < 2 psi for . ;individual units connected to I s , , _ ' ° sthree or more showers. j 404.1 90%or more of permanent , , .' ❑Complies [FI6]1 fixtures have high efficacy lamps.`t ,' • , .' ❑Does Not I > I❑Not Observable 1- ❑Not Applicable 404.1.1, ;Fuel gas lighting systems have i ;❑Complies (FI23)3.'' ;no continuous pilot light. ', '` i❑Does Not ;5�� ; • ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ; • ;❑Complies [MP, ' ;❑Does Not . 1=INot Observable i i :;❑Not Applicable n High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 9 of10 Section • Plans Verified field Verified- # Final Inspection Provisions Value Value Complies? CornMents/Assumptions &Req.lD • 303.3 Manufacturer manuals for [FI18]3 i mechanical and water heating - ' #❑Does Not 'systems have been provided. • i .j❑Not Observable ; • °.,{❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3•. Low Impact(Tier 3) Project Title: Cerrone Builders Report date: 07/13/23 Data filename: Page 10 of10 • 1 r b ¢ . E ners51 t ry` r cy ertoigc- t ., P lat�on atin a-� " '° i �4R Value" �`" x 'fig`a 1' . ,�... ,,s .. „ 41`.•N n.e. ,.'w�ry,r .n. .f.".._:'r `y�` ." ..'... 4`. Above-Grade Wall 21.00 Below-Grade Wall 19.00 Floor o.00 Ceiling /Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating l'n , ��. aU Fauctor � SHGC rr.A ,gy m .. .. ec" -`F44 t .44 Window 0.29 Door 0.29 Heat.[ng &aCoo�lag Equ)priie i#" 11Efficiency * f; F, • ,1.3. s• Heating System: Cooling System: Water Heater: ..�&.!'t,..al, ... ,.��„'��:� '�fi. �' f,.�..°� �., -.._ ,. si. »�-<ab.:r ,d'.�E'':d`�.J. ..5.,�3.?':55�•. Name: Date: Comments . . . .. . ...... ., , . . • - • • • •• ...• • , •. ....„,.-, :• „..- .:.,:. .„;,.;,-,,,.:;,;;;.;:,,.,••.;;;•,;!:,;,••.',, ,,,,.,•'•;,••,.,,'",••:- ,:•."-;:•'::t;„:•:•..-•....:,.'..•••;•,••!.r.- . • . • - ,,,,;•..,,: ,,. ..... ( .. 155 MAX " ...-::".,,,,.'t,,,i,:i--.'.::::..,!•-;,,,..---„..:•-•::::::.-. • -: - - • . . . ,,,.,,„.„, ic,„,„,,,,,,,,,• ,...,.. ... ...-, . _ .. . .. • .,111.,.. . ....,,,,,„•„.,,,,,:: :.,.:. . •:."....•._. • . ... ... .. .:•.:..,,,,,.„.„.„.HEAT RECOVERY VENTILATOR . ,. .r-r,,,--.,,,.,-:,,k, ,,:r:',.. ::.,:;.,,,-........:,:f••-,:;:,... :.. ,..:-...:-.:',....:,..-i.,. ,1,-:f:., i.- ,',,,',!.!•',',i'i2, ',',',.'! ,;.*,','''''' ' ... ENGINEERING DATA - ' ' . : ' ' ' ' . - • - .f':','''':'41,':';''''';'''l.','''1;'1'''''''''' ''''i.--;:''.::LiFE'th'RE R17 11'.'''''''''f'lt• THERMALLY CONDUCTIVE,PATENTED DEFROST .• ........„,..,„.„,,..,..,....,L,,,,.::. :-,...-,,,„,,,,..,..t,..,,i.:<::::z:„. .,-..,.....r.' ;',I'J--.-A---'-- . ALUMINUM CORE . .,. • . r • . Recirculating damper defroit 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 cendensetion.Oralaconnectione271/2 in..(12 mm)op.Balancing ports Each airstreerntres one centrifugal blower driven hie common PSC mote!,with multiple are loaated on door.''1-. ; •:. :. •.. -: •. ' :: . . . :.; :.. : : .: : : - ... ' fan speed operations. ; .:.:• •... .. i; -.. . ' •-,' : '1 •; .• - ' . : ...: ; • : : ; . : .• . FILTERS . . .ELECTRONICS :. . : ' . : - '. ' ' . r .. . . .. ... . The DXPL02.control Included with the unit can be wall mounted in a central location of . , Washable air filters in exhaust and supply air streams. . the heme:3 wire'20.gange(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 Of earrie warranty on the HRV core enc1 a S year reacernent per!s warranty. . . . , . . . • . . . . . . • - • - - - - ..._. • . , ' .,-' , . : . • - • — .- . . 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'''''..L.:.';'.'.:L!.Z.:.::,....--....'';‘.f-,-.L.L:!.•'':'.. !.L'''L''. . . . . . . . . • . L L , . ,. . . , • • . . . . . LIFEBREATH CONTROL OPTIONS • • . TIMER OPTIONS • . . . 99-DET01-Lifebreath 20/40/60 Minute Timer • • FEATURES • 99-DXPLO2 SS-BCC12 99-9CO3 9303.4 • , Initiates high speed Ventilation for 20,40 or 60 '•;,:,;:'.-- -;•'1?,'"•:, ',..,•'''-'y•'•, • :'„••'•.''.••-, :--.'; -•• , •-•::Y IIIi•-,-:'-,4,„„ .• ,_.,: ' ';•• ..• . •.•,L r.,:.:',:-,.:•,,' " '... Minutes.3 wire connection. •,-:•:'".:',.;9•,,,:,54pep0440Pef44f1:•SP49tlf(1icTet:iti1.-i,••',-`,. '.. -;, -'''... .r,l'rv:;°;:„ :::,,:',"'.-',o,,;,:.,5:,-,,';i;'.',1f,r;',..;-?„ -3,-:-.;::„.1;:,,::17.,,:, . • : '. • • '' •:.-:,.- -, ,,.-.z, -.-: -,;;,:, :,-.'.-.::'L":4:::::',.:-;.;;;;;.!.,,1:,-, .,',",;',.',;'„'. 99DETP2 . • 2 speed fan operation(Low/High) • . ;:: .--: ';,.. ;,..r •-• ; :,.; -., ..:„..;;; ;;;..-.;,. ;;;., Wireless Lifebreath 0/40/60 Minute Timer ,,,:.-.•,,, •..-.:„.•,,,,,,—,,,,-,.--,i,.,•...„..,.....,-,,,,,,,,-;: ,..;, ,..-4p,....„.-„,.,,, „.;_...e,-..1.,.,ZdV",,,',.;,, ','.y•,c,,'4,,,,,;',;;" Initiates high speed Ventilation for-20,40 oi..60 .iptiuhupu‘s.pyirRauriltt operetien : y:,:.;:: -'e: -;!r ' -::;;,:::',---‘,-.' mintites;Wirelesly connects to main control for • • • -•' Humidity control through adjustable Debunidistet . '?'.‘.,,,•/c•,•,'•-'''.i,,•,• 1,••(.'•:.4,,,:,,:i;;,;',':„;, ease of installati.on,..40 approximate range . . Excusive to Lifebreath. • ' 1•,::,••",:.;••.•.•,•'.';'•••;:•;•,"; :•:•'.r.':•.••-(••••••1,Ei'•'•f1;i:dif•—••-• -•:•••••-:•.':••-,•••.•.••'„';•4,;,,,;•'1.'J2'..-' V ",' ,1"` '' ,'.,'."-'' :.r..'1',"-V".,,;''..''-'. .. , ;,."P erge. ighe„ screan!,:;.,:,-. ;',:,::::',;.;.. „.,,',•;„,:,-;•.:IL-. ! •,;; ,,•:,,,,t„.,,:;...%:.t,;::•';';':.;.'...::..r;;'!,:;•:,;;;-:',;,';;;.;:i u• k''fi::T. .,' 99-RX02-Wireless Lifebreath Repeater LED status indicator lights -- ; '- ; ';'' :','1:';;'::;-;, ',4 "e."';''..',''.'1,'-'-:'',/:;;"/''' ''.1'..' 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' 20/40/60 min.High speed override button 1'- :,-,-:;,-:.';:.';:s .:'',;:': r;i!',''',;:'',...,:'-,..;',:?:-:.;',.?.',.,?r-;'''(V::,- -;',;.'` ',.,; ' -,•'1,1 -99-65(P1:02 ‘.•' ' : • •99-DET02 • . . . • ...,„:"•.,,-z•-•::-,-,'-'4;,-",.-;. .,K-',..,,,,,,,,,,' (J.:".;",=::',•,•(••:-•;-`i•:'''r,;-•:-",,,, , ,::S- •,•••••':•, ,"'••:''-'' : 1 =•-:•.• : -••":••••"•••,; ,•••.,..,';•.•-•-•...-','•i,,•-1, '-',•?',•'.„:-.••-••':CaMpatibleivith:99:DETOZWitelessliniee';',,,4Y ,: : ' '•/-: -,:-..J. ;.:''"2:','(''-;';' '.!' '•'''.i/'%'''' ', ''''N(;;..."..il 3 wire connection - ' .. . ' ,:'-;-I'..(',F;; '. ''•;;;' '::'- ';': :"i' ;:':';,<'-:-..-: -.•“-'-:. ':.... . . -•LIFEBREfirli • . ; - , . . . , • , . ‘ :. . • 01.:.indoor Air systems - . -155MAX(P1-01-18) . . '. ., • ' ' . ' www.lifebreath.corp . •.. .. .. . . . . . . . This home has been professionally insulated with Owens Corning' PROPINK'L77 Loosefill Insulation (Job Site Address) Name Address 355 Big Boom Rd city Queensbury State zip Owens Corning. PROPINK' L77 Loosefill Insulation Owens Corning will accept no responsibility when the product is not installed in accordance with the product label.Stated R-value is provided by installing the required number of bags at a thickness not less than the labeled minimum thickness.Installation of the required number of bags may yield more than the specified minimum thickness.Failure by the installer to provide both the required bags and at least the minimum thickness will result in lower insulation R-value. Specification for Open Blow Attics Coverage charts are based on a nominal net bag weight of 32 lbs. Attics ,,,, J�trfrraUrr�tr��laf��a((k���������Mrntm�r��e�fled �fa�rrr�u�U�riverag� ,Mrntttzurr���gs„, �ffnJrr�}�m1N�aght ,„ New Construction ® Retrofit ❑ �ai�e rrrkne�stesy,, rtt�ne&sttmesi,,,�� eeBag( �r�} eltiousyft 13 4.75 4.75 154.6 5.4 0.173 19 7.00 7.00 125.0 8.0 0.256 22 5.00 5.00 106.3 9.4 0.301 Number of bags 38 26 9.25 9.25 89.6 11.2 0.357 used 30 10.50 10.50 77.0 13.0 0.416 38 13.25 13.25 59.9 16.7 0.534 44 15.00 15.00 50.7 19.7 0.631 ( 16.75 16.75 45.0 22.2 0.711 Estimated R-value 20.00 20.00 35.8 28.0 0.895 of previous N/A insulation Walls IIed 7 Yr k es� fastall €7Ens iy (N�imam f a�� Word4w lghf 14 2x4 3.5 1.25 S7.S 11.4 0.364 Area of coverage 15 2x4 3.5 1.45 75.7 13.2 0.423 g 1700 16 2x4 3.5 2.20 49.9 20.1 0.642 (sq.ft.) 22 2x6 5.5 1.25 55.9 17.9 0.573 23 2x6 5.5 1.35 51.7 19.3 0.619 24 2x6 5.5 1.75 40.0 25.0 0.802 Other type(s)of NSA Floors Insulation In attic alua...,,"' parrying" Ml mU tir����������Cn�fa112d�EnSiY �%��£� GfXQ� M41 wafizgSPpY Ml t �gh4 Thfaknass{X)r�rasf �flt��erarrft�,,,,;;P�r�agt�i'G�t�,,,, ,,,ffiaa�y�,,, �lnsrrers�.�� ;;, 30 2x8 7.25 1.35 39.2 25.5 0.816 38 2x10 9.25 1.35 30.5 32.2 1.041 46 2x12 11.25 1.35 25.3 39.6 1.266 Thickness of 16.75 insulation Cathedral Ceiling y iviiiiiiiiillletlpnnSfi �Nl�%In£nrrE Col�k� �4JIffillrt3 cgs Pp�Y Ml�f ��nlght iiatalli ,,,,������Thinktl�ssX�fiks`f,Ro,Iti peY P ,,,,, ,,,f4Gpsf 30 2x8 7.25 1.35 39.2 25.5 0.816 Depth of previous N/A 38 2x10 9.25 1.35 30.8 32.5 1.041 insulation 49 2x12 11.25 1.55 15.5 54.2 1.734 Loosefill insulations vary in thermal performance due to factors such as aging,mean temperature,settlement,convection,moisture absorption and installation variation. Convection in glass loosefill insulation installed in open attics can reduce its thermal performance in extreme winter temperatures during the heating season. Contractor Thermally Yours Date 1212712Ai/der Cerrone Builders Date Company /I///LYY( 44Y e& Company (Signatu (Signature) Address 149 Plant Rd., Haftoon NY 12065 Address Phone 518-312-0859 Phone OWENS CORNING INSULATING SYSTEMS,LLC ONE OWENS CORNING PARKWAY TOLEDO,OHIO,USA43659 Pub.No.10012954-B.Printed inU.S.A.October 2016.The color PINK isaregistered ® 1-800-GET-PINK" trademarkof Owens Corning.Cc2016 Owens Corning Insulating Systems,LLC.AII www.owenscorning.com Rights Reserved. I I 4....,--/ 1111 77- / '---- 111 • • . al • • A I I I ,'-, I .. , I ..,, El 1 t r--- 1 iig,(12.vd , 1 6./.47.7Act r— ' ' ' 7 I1 " I cl<,...,N . -- ' ,..-- 1,-,-,-- N't --1 pC! ev - i ---J4-,- A -A 1 1 [-- 6 p_ ,:pri I 1 (11 --tris- i (.1'7\ 1 64_ 1 QA 1 ( r V If)_ • ......if • .' 1 ' 0 I - I 1 • roa - 1 •I I ..,1 I 7 I -1 7 : -- 1 L „ . 1 II II I Ell I I Envelope Leakage Test Testing Company: Technician: Name: LoCascio Energy Solutions Name: Anthony LoCascio Address: 20 Ogden Rd. Credentials: HERS Rater#4242961 Queensbury ,, NEW YORK 12804 Phone: 5188573144 Email: tony@locascioenergysolutions.com www.locascioenergysolutions.com Building Information: Customer Information: Project ID: 355 Big Boom Name: Cerrone Construction Inc Address: 355 Big Boom Rd Address: Queensbury, NY 12804 Geo-Tag Data: Latitude: 43.276340 Longitude: -73.672157 Timestamp: 2024-02-19 09:00:46 Measured Leakage: 799.8 CFM50 Test ID: 355 Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 1.65 (+/- 3.8%) Effective Leakage Area: 40.0 in Building Volume: 29,085.0 ft3 Enclosure Surface Area: 3,324.0 ft2 Coefficient (C): 54.4 (+/- 17.9%) Exponent (n): 0.687 (+/- 0.051) Correlation Coefficient: 0.99917 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 63 °F Outdoor Temp: 20 °F Altitude: 310.0 ft Time Average Period: 10 seconds Test Date and Time: 2024-02-19 09:07:05 2000 , Depressuirize 1 600 500 400 300 200 co 100 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) Bldg_(Pa) Adj Bldg (Pa) Fan (Pa) Flow (cfm) Config Baseline -1.7 -60.0 -60.6 -58.9 -28.2 967.5 Ring A -48.0 -51.6 -49.9 -213.5 865.2 Ring B -35.0 -36.6 -34.9 -140.3 702.6 Ring B -23.0 -24.9 -23.2 -72.6 507.2 Ring B -10.0 -13.7 -12.0 -30.0 327.0 Ring B Test Equipment: Flow Device: Model 3 110V Fan Serial #: 3173 Custom Calibration Date: 2023-02-28 Pressure Gauge: DG1000 Serial #: 3173 Calibration Date: 2023-03-29 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.1 (8), ©2023 The Energy Conservatory, Inc. Page 2 of 2 g Lands NIF of Lands NIF of Sandra & Michael Sandra & Michael Jarvis Jarvis B:973 P:11 G-A-BM B:1429 P:283 PROPOSED 16x24PROPOSED Ad,o­J A-00 Vl­ 316.10-1-53 316.10-1-54 STORAGE SHED SHORELINE[-\ RECREATION AREA T );�A N (75 CID GIN( 0 Zo K 0 t c�) 0 ✓ z� EXISTING Q J < rh VY NEIGHBORING 0 RESIDENCE r. "'---- _-. _- -'<-„- _�-- ._._- covered Porcn "'� "";,..,,, T '" ,_,`_` .r'' .1 � t. T." "r i ,w' .r, .w"'",,,," � TCl � t0 � .a 'g�� .--� v- � - � x s 0 0 PR OS VAIN GARDEN, JOOSMIN., U 5 DEPTH TYPICAL F-1HOUSE FOOTPRINT 0 POPOSED 6 X18 N 72023'24" E REMOVABLE DOCK T ON 860.00' I SITE LOCATION IWOODED STORMWATER INFILTRATION AEAH 'D LOCATION MAP 806.8' 4kTP-2A 51.1' ------ Lot 2 A 'S . `_ �. T % T ice' �11 /10 <rea f�2 <1 0 POND2D 245354.5 Sq. Feet .. ............. ............ 5.63 Acres SITE DEVELOPMENT DATA .................. V V V, W. VED.::­ PT-2 V, ,- i,, , " - �, -\ '011 V I;1 z,V V . ........ V i, �, �,, r;, �,, V, /.1 4--,- 1 1 1 LOT AREA: EXISTING V PROPOSED TOTAL 0 'A V�l E 'E E (T ------ Z V CID, 0 IMPERVIOUS PROPOSED 1PROPOSED F 5.63-± ACRES1245,354.5 V V SF IMPERVIOUS AREAS WATER _J Div/ , T�, AREAS ELECTRIC SUPPLY LINES. EARING UMIT± L__ EXIS77NG ATV PATH FROM FU HOUSE W1 ATTACHED GARAGE ---- ACTUA'_ LOCA77ONS MAY VARY 2,176 SF C� 1�1 Zz JI I - 0 tt�v ..%OLD V HOUSE SITE TO SHORELINE 16-01 (31 0 25 V WdU Vi) te, �, V,11'> -E LONG PORCH & DECK ---- 424 SF 350. 78' 6f WIDE, 800' 00 0 -------------------- - - - - - - - - - - - - - - - - - - - - - - - /- - - - - - - - - DRI VEWA Y ---- 7,036 SF 77347 1Z S 72023'24" IN S 72-2,a, 24 W SHED AND GAZEBO ---- 560 SF 1PROPOSED 15X35 ABSORPTION,BED PATH AND BRIDGE 4,960 SF Lot 3 PREVIOUSLY IDENTIFIED A E01 > TOTAL IMPERVIOUS 15,156 SF SENSITIVE AREA. EXCAVA71ON FOR S EXISTING Z TRUCTURES EXIS77NG BRIDGED EXIS71NG AN PA FROM FUTURE NEIGHBORING TfVT 1POPOSED 1,000 GALLON PRECAST CONCRETE TAWNOT ALLOWED WITHOUT NYSOPRHP APPROVAIWETLAND CROSSING HOUSE S17E TO SHORELINE-- RESIDENCEPERCENT IMPERVIOUS Oy. 6.2% ---------- 8' WIDE, 20' LONG 61 WOE, 800± LON I V V I PERMEABILITY 100% L 93.8% SITE PLANTT SCALE: 1 �_-60' WETLAND AREA GRAPHIC SCALE SHORELINE ACCESS PATH & WETALND CROSSING NOTES 24,845 SF10.57-AC. - NO CHANGE EROSION & SEDIMENT CONTROL NOTES 30 0 15 30 60 120 I I I I I PATHWAY FROM BUILDING SITE TO SHORELINE HAS BEEN CONSTRUCTED BY ROUTING AROUND Town of QueensburyCommunity Development Office • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORKFEET ) mr- I EXISTING LARGE TREES THROUGH THE WOODED AREA. THERE WAS NO EXCAVATION AND NO 742 Bay Road,Queensbury,NY 12804 3) Adherence to the items outlined in the follow-up letter sent with this resolution. IN FEET ) a) The limits ofclearing will constitute ano-cut buffer zone,orange construction fencing shall PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. , GRAVEL, OR OTHER SURFACE MATERIAL HAS BEEN PLACED AS A SURFACE. USAGE IS AS A be installed around these areas arid field verified by Community Development staff; CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. FOOT PATH AND ATV PATH FOR SHORELINE ACCESS. b) Ifapplicable,the Sanitary Sewer connection plan must be submitted to the Wastewater • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT Town of Queensbury Planning Board Department for its review,approval,permitting and inspection; c) if curb cuts are being added or changed a driveway permit is required. A building permit will not be RESOLUTION-Grant Site Plan Approval issued until the approved driveway permit has been provided to the Planning Office; CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR THE WETLAND CROSSING CONSISTS OF A METAL FRAME WITH WOODEN SURFACE "BRIDGE" SITE PLAN 76-2023&FRESHWATER WETLANDS 15-2023 JAMIE ABBEY d) If application was referred to engineering then Engineering sign-off required prior to signature of FAILURES OR SEDIMENT ACCUMULATION, ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. SITE SOILS DATA - 513012018 SITE SOILS DATA 511712019 PLACED ACROSS A DITCH WITHOUT DISTURBANCE TO THE WETLAND AREA. THE SITE Tax Map ID:316.14-1-8!Property Address:355 Big Boom Road I Zoning:WR Zoning Administrator of the approved plus; e) Final approved plans should have dimensions and setbacks noted on the site plan/survey,floor plans- • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED KITHIN 7-DAYS OF COMPLETION TEST PITS TEST PITS INCLUDING "BRIDGE" AND PATH HAVE BEEN INSPECTED IN THE FIELD BY NYSDEC. and elevation for the existing rooms and proposed rooms in the building and site improvements;- Applicant requests construction approval of a recreational path of 800 sq.ft.from home site to shoreline.The f) If required,the applicant must submit a copy of the following to the Town: OF WORK IN THE AREA. ONLY AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY TEST PITS COMPLETED BY TOM HUTCHINS, RE TEST PITS COMPLETED BY TOM HUTCHINS, P.E. path is 5 ft.wide and includes a bridge crossing.Additionally,there is a section of the path that is within a. The project NOI(Notice of latent)for coverage under the current"NYSDEC SPDES General what is noted as an archeologically sensitive area.The applicant intends to construct a home as described in Permit from Construction Activity"prior to the start of any site work. REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE ZONING REQUIREMENTS the previously approved subdivision.Pursuant to chapter 179-3-040 and Chapter 94,site plan for installation b. The project NOT(Notice of Termination)upon completion of the project; TP-2. LOT 2 of a recreational path and work within 100 ft.of a designated wetland shall be subject to Planning Board c. The applicant must maintain on their project site,for review by staff- AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS. TP-2A: LOT 2 SITE SETBACKS review and approval. i. The approved final plans that have been stamped by the Town Zoning Administrator. DRY DRY ZONE - WR (WATERFRONT RESIDENTIAL) Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-080,the Planning These plans must include the project SWPPP(Storm Water Pollution Prevention Plan) Board has determined that this proposal satisfies the requirements as stated in the Zoning Code; when such a plan was prepared and approved; • WITHIN 500' OF M.H.W OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, 0-6" 0-12" TOPSOIL MINIMUM LOT SIZE - 2-ACRES REQUIRED PROPOSED ii. The project NO[and proof of coverage under the current NYSDEC SPDES General INCLUDING AREAS STOCKPILED KITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY 6-25" TOPSOIL MEDIUM BROWN FINE & VERY FINE SAND, COBBLES 12-25" MEDIUM BROWN FINE & VERY FINE SAND, COBBLES SHORELINE SETBACK - 50' FOR WR ZONE HOUSE As required by General Municipal Law Section 239-m the site plan application was referred to the Warren Permit,or an individual SPDES permit issued for the project ifrequired. County Planning Department for its recommendation; g) Final approved plans,in compliance with the Site Plan,must be submitted to the Community BE LEFT DEVOID OF VEGETATION FOR MORE THAN 24-HOURS WITHOUT A PROTECTIVE 25-30" LIGHT BROWN SILTY SAND 27-47" LIGHT BROWN SILTY SAND FRONT SETBACK 30' Development Department before any further review by the Zoning Administrator or Building and SHORELINE 50' 806.8' The Planning Board opened a public hearing on the Site plan application on 11/28/2023 and continued the Codes personnel; COVERING SECURELY PLACED OVER THE ENTIRE AREA ANDIOR EROSION CONTROL 30-56" OLIVE BROWN SILT 47-72" OLIVE BROWN SILT SIDE SETBACKS 25' public hearing to 11/28/2023,when it was closed, h) The applicant must meet with Staff after approval and prior to issuance of Building Permit ROOTS 32" FRONT and/or the beginning ofany site work; MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATERBODY. MOTTLING 0 46" REAR SETBACK 100' 30' 485.3' The Planning Board has reviewed the application materials submitted by the applicant and all comments i) Subsequent issuance of further permits,including building permits is dependent on compliancewith MOTTLING 33" GROUNDWATER 0 W made at the public hearing and submitted in writing through and including 11/28/2023; this and all other conditions of this resolution; j) As-built plans to certify that the site plan is developed according to the approved plans to be provided ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF A DEPTH OF MINIMUM LOT WIDTH - 150' SIDE (NORTH) 25' 5 1.11' The Planning Board determines that the application complies with the review considerations and standards prior to issuance of the certificate of occupancy. 2-INCHES, ROCK RIPRAP, NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS MINIMUM ROAD FRONTAGE - 150' set forth in Article 9 ofthe Zoning Ordinance for Site Plan approval, k) This resolution is to be placed in its entirety on the final plans, COVERINGS AND IMPERVIOUS STRUCTURES. MINIMUM WATER FRONTAGE - 150' SIDE (SOUTH) 25' T5.9�7' Motion seconded by Warren Lorgacker. Duly adopted this 28"day of November 2023 by the following MINIMUM PERCENT PERMEABLE - 757. MOTION TO APPROVE SITE PLAN 76-2023&FRESHWATER WETLANDS 15-2023 JAMIE vote: • TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR PERCOLATION TEST ABBEY Introduced by Fritz Stefanzick who moved for its adoption. LOT 2 RECORD DRAWING MAXIMUM BUILDING HEIGHT - 28' According to the draft resolution p MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE PT-2.- prepared by Staff with the following: AYES: Mr.Deeb,Mr.Stefinizick,Mr.Longacker,Mr.Stark,Mr.Magowan,Mr.E4 Mr.Traver AREAS THAT ARE TO BE LEFT FOR MORE THAN 24-HOURS. STABILIZED PERCOLATION RATE. 1 MINUTE 12 SECOND PER INCH DIMENSIONS TABLE MAXIMUM FLOOR AREA RATIO - 0.22 RECORD DRAWING NOTE: 1) Waivers requested granted:items g.site lighting,h.signage,1.landscaping,n traffic,o.commercial NOES: NONE A REPRESENTATIVE OF OUR OFFICE VISITED THE SITE alterations/construction details,p floor plans,q.soil logs,r,construction/demolition disposal s.snow ABSENT: Mr.Dixon • NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 7-DAYS WITHOUT removal are reasonable to request a waiver of these items as the project is for a single family home and DURING CONSTRUCTION AND IT IS MY OPINION A THAT recreational path. A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CORNER " THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE 2) The approval is valid for one(1)year from the date of approval. Applicant is responsible for requesting CONTROL MEASURES PROPERLY INSTALLED. S.T. INLET PORT 12' WITH THE APPROVED PLAN AND THIS RECORD an extension ofapproval before the one(1)year time frame has expired. • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCT013ER 15 & APRIL 15, IN DRAWING. FINAL SURFACE FINISHING AND TURF WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE S.T OUTLET PORT 17.5' ESTABLISHMENT IS ONGOING. -e I o 2 Paget of2 COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. SYSTEM MATERIAL SPECIFICATIONS DISTRIBUTION BOX 28' G. THOMAS HUTCHINS, RE Phone:518,76a.8220 I Fax;528,745.44371742 Bay Road,Queensbury,NY 228041 www.queensbury.net Phone:518 761.8220 1 Fax:528,745.44371742 Say Road,Queensbury,NY 12804 I wvvw.queensbury.net • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 801'. OF THE ABSORPTION FIELD AGGREGATE 0110312024 VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED STONE IS TO BE 314- TO 1-112- WASHED CRUSHED STONE. TO MEET THIS REQUIREMENT. EFFLUENT FILTER • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARD SPECIFICATIONS EFFLUENT FILTER TO HAVE 1116-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT WASTEWATER SYSTEM DESIGN FLOOR AREA MTIO SPR APPROVAL RESOLUTION D R BEDROOM RESIDENCE FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). EFFLUENT SEWER PIPE 3- ZONE - WR (WATERFRONT RESIDENTIAL) 11128123 PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 118" PER FOOT MINIMUM SLOPE. DESIGN FLOW - 110 GPDIBEDROOM MAXIMUM FLOOR AREA RATIO - 0.22 RECORD DRAWING FILTER FABRIC SYSTEM DESIGN FLOW - 330 GPD PARCEL AREA - 245,354.5 SF FILTER FABRIC TO BE 4.8 OZISY NON-WOVEN SEPARATION FABRIC, 7ENCA7E MIRAF] 140N OR EQUIVALENT. SEPTIC TANK - PROPOSED 1,000 GALLON PRECAST CONCRETE INSTALLATION DATE: 0110212024 HOUSE SEWER PIPE LEACH FIELD - PIPE-IN-STONE ABSORP77ON BED TOTAL ALLOWABLE FLOOR AREA INSTALLED BY - SERVICES UNLIMITED EROSION CONTROL IMPLEMENTATION SCHEDULE PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 114- PER FOOT MINIMUM SLOPE. DESIGN PERCOLATION RATE = 1-5 MIN/IN 245,354.5 SF x 0.22 = 53,977.99 SF SHALLOW BED FILL MATERIAL APPLICATION RATE = 0.9 GPDISF TOTAL EXISTING FLOOR AREA = 0 SF MATERIAL TO HAVE SIMILAR PERCOLATION RATE TO EXISTING IN-SIT ABSORPTION BED AREA REQUIRED = 367 SF TOTAL FLOOR AREA RATIO = OZ TAX MAP # 316.14-1-8 IMPLEMENTATION U SOILS. NO PARTICLES GREATER THAN 37. USE 15X35 BED= 525 SF - e� PRACTICE TIME DURATION OF PRACTICE SEE FILL MATERIAL NOTES SECTION. PROPOSED HOUSE FLOOR AREA = 2,176 SF Dig 11 Safely. 5 RECORD DRAWING 11312024 ENTIRE PROJECT (REMOVE AFTER FINAL SITE TOPSOIL POTABLE WATER SUPPLY IS MUNICIPAL SUPPLY PROPOSED PORCH FLOOR AREA = 88 SF 3 SEDIMENT CONTROL PRIOR TO CLEARING AND STABILIZATION AND VEGETATION PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. MAINTAIN 10' MIN. SEPARATION BETWEEN WATER SUPPLY PROPOSED SHED AND GAZEBO 560 SF New York FENCE SOIL DISTURBANCE M Call Before You Dig 3 SPR APPROVAL RESOLU71ON 121512023 ESTABLISHMENT) LINE(S) AND ALL WASTEWATER SYSTEM COMPONENTS R Wait The Required Time FILL MATERIAL NOTES TOTAL PROPOSED FLOOR AREA Z824 SF E3 Confirm Utility Response 2 PER TOWN COMMENTS - RE-ISSUED FOR SITE PLAN REVIEW 1011312023 TEMPORARY SEEDING AFTER INITIAL SITE UNTIL FINAL GRADING AND VEGETATION AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION BED AND TOTAL FLOOR AREA RATIO 1.1% E3 Respect The Marks 1 ISSUED FOR SITE PLAN REVIEW & MULCHING GRADING ESTABLISHMENT TAPER AREA WITH TRACKED EQUIPMENT, 01 Dig With Care - 81312 023 800-962-7962 0 ISSUED FOR PERMIT 713112023 STORM WATER DURING FINAL SITE www.digsafelynewyork.com INFIL TRA TION GRADING PERMANENT SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 24" BETWEEN TILLED NATIVE MATERIAL AND NO. Revisions Date FACILITIES BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE MOUND AREA SEEDING & OTHER AFTER FINAL SITE AND TAPER AREAS. VEGETATION GRADING PERMANENT MAP REFERENCE: 01� OEW SITE PLAN STABILIZATION BASE MAP INFORMATION FROM "MAP OF A H N prepared for SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 6" LIFTS MIN TRACKED EQUIPMENT PRIOR TO WASTEWATER SYSTEM SETBACK REQUIREMENTS SURVEY MADE FOR JAMIE L. ABBEY, IN THE TOWN , STABILIZATION INSTALLATION OF BED, OF QUEENSBURY, WARREN COUNTY, NEW YORK, Jamie L. Abbey DATED JUNE 26, 2023. PREPARED BY. STREAM, LAKE, LU 355 Big Boom Road THE CONTRACTOR SHALL INITIATE STABILIZA77ON MEASURES AS SOON AS PRAC77CABLE IN POR71ONS OF THE INSTALLER TO N07IFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. PROPERTY LINE HOUSE WATERCOURSE, WATER LINE S17E WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7-DAYS. Dus , Town of Queensbury, County of Warren, State of New York WETLAND N 0,1-1 t.2 'i C9 Checked: GTH Scale: NOTED 71612023 & STABILIZA77ON OF GRASS AREAS INCLUDES HYDROSEEDING USING TACKIFIER ON SLOPES OVER 1:5 OR SEEDING SEPTIC TAW 10 10' 50' 10, Steves 06 Drawn: ,IRS Date: AND INSTALLING A CON77NUOUS COVER OF STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL ABSORPTION FIELD 20 100' 10, LaLiacl Sixv-veyairs P - 169 Havilond Road EROSION CONTROL BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. ALTERATION 0 OCUMENT EXCEPT BY Queensbury, NY 12804 169 HavRand Road Queensbury, New York 12804 A LICENSED PROFES IONAL ENGINEER IS A (518) 745-OJ07 Phone 291259H-01 -Sl (518) 792-8474 New York Lic. No. 50135 VIOLATION OF WS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax 10'-O" 36 FENCE POST DRIVEN O.C. MAX. MINIMUM 16" INTO GROUND -­:',ME:'_:� il -_T1E1_ TIN1 11— ..i. .. RE(llltt?ED•' INSTALL POLYETHYLENE UIRED: INSTALL POLYETHYLENE . . : AREA • :• •... . OUTLET FROM DET. �`"----.,1_ WOVEN WIRE EXTENSION TO GRADE WITH EXTENSION TO GRADE WITH (MIN. 14 GAF W/MAX . •. .. I.:.. ..,. ...., . ••: TAMPER RESISTANT ACCESS TAMPER RESISTANT ACCESS CONCRETE TEE BAFFLE, NO FILTER ' ' —�-- 8" MIN, 6-8" RIP RAP EXTEND 6" MESH SPACING) COVER (NON-TRAFFIC AREAS) COVER (NON-TRAFFIC AREAS) • 'j' ' '• LEVEL ... fi..: . . 12" MIN. COVER MIRAFt 140N OR tYALEN7 SVl& APRON AT�:`� ; '•:•: o -` -GEOTEXTILE FABRIG 7ENCA7E :•': o EQU :: ..:,:.,: o ". ,.. . .. .:,. .: 1/4" PER FOOT 4. , .:. . Y 4 /N O SOIL b. 12" MIN. GOVER ;..... :: '"''`�_-, `' ... _ �''- - BUR (,•• _`" �-- •.... ..y ... ..:ti E D T •`;.. N MIN. SLOPE 1 j8" PER FOOT 4 MIN 112 STONE 8"-MIN. ° 4 DISTRIBUTION BOX "- 3" MIN. SLOPE :. ,' : GE07EX71LE FABRIC 7ENCATE 4" HOUSE SEWER MIRAFI 140N OR EQUIVALENT /'" SILT STOP EMBED LIQUID LEVEL 4" EFFLUENT SEWER �/ IN GROUND 8" MIN. BALE DETENTION BASIN OUTLET DETAIL V PERSPECTIVE SOIL BACKFILL WATERTIGHT SLEEVE & 0 SEAL (TYP.) 16" 18" 2" MIN. NTS MIN. USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP INSTALL EROSION CONTROL BLANKETS SAME ELEVATION BETWEEN INVERTS IN SWALE & CUT SLOPES, NORTH 36" FENCE POST AMERICAN GREEN S75BN OR EQUAL SILT STOP EMBED 4" PVC SOR-35 SOLID HEADER TO IN GROUND 8" MIN. ABSORPTION FIELD, 1 j8" PER FOOT ESTABLISH TURF ON LIQUID DEPTH 1' SWALE o COMPAGTED SOIL " MIN SLOPE CUT SLOPES & 12 TOTAL WIDTH N 60 MAX. SWALE SIDES & BOTTOM WIDTH :SEPTIC TANK NOTES 5 MIN. 5 MIN. SOUTH SIDE 2-3% CROSS SLOPE FL°�"-- ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF 1 1 I OF ORt 1 E p a � .I:.:,r n -.. >' 1 i�\�� . . . HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR III �'' _._ '" �° .�.--�.iI�II,.I..�,,.;z!.,zIz.1.:.t:I:;.I...Ii!;4I-_,I.��IIIILII.,1.�������I,1­I._I"1.�'-,,I.4-7��:.�77��I..;1I..,IN,-1.,I.�1�._�._­I_'I-,,,-I.,.--I'­I._" 1.�-:I.�...I._1,/­.I�,I�:,;I�1""I.FI._1 1.I I.".1..I­1...1..,_,',�..�.,1,.7".,-��.1"�,1II�II�.1I­1-I 1.1',IN_.-,1-­.1.I--"1'.1_:14z�z-�:1-1..I.:.:..;I. ,/.­" .I-­I.1II.I��z.�..��..�.�..".1�,I1�-::-,..11.­­-­,�1,­I­�-,.�:IIIIIII::.w.!tI:II.�.­:.�i 1..--�1,I�,..­1�/-.IjII,iI:�I�:��I.I.-I.­.1 m��::_i�t��II.:I,I.���­_,_4,�­._I:::;:I.�,I:.-�I:�.I,..I:!:I-�1�,::­I.��1 I.­.�.,.1_.,�..I-:;f:�­:..:Ziii.:I,:­I�I.1.-1.1,.1..�­1..--:.;­;..i.:��:I�....­/_­�1I....­.".­_.:;I.:II­.­�...1:1:,1I.1 1­-_­.v_.,II....­1-:.�I��Ii��.II­.I,I;:IIII"_­.:,-�1:I��...,1-.I­1­1I.�,1­I,.-�����.I­iI­.­.�'­1....1I 1.I.�I:i.:­�1...._1.�;��I�Il�..­�-1.I 1I.­1.�l..1..�..1i::I�1 1 1 1.­II1 1.._.1­,IIz�­...�.:..1::-..-.I..­11.­1.,-1I­1...t�:�.::.i,".:;I:..q.I.:�F I-1:.­1t,­�1�1.1.1­1­_11..,-1-1 11­.t.t:���IIIiI�I:IIII4�I­:­1I:�:..II. '1.­-1­III.--1l 1�.l11.�I�:.:::�- .1 I­�,�.i���1- .-I�it�I 1_�--I 1�---H-­.;zIb�:;.t:v.1_�--�11.;-.7I�---11"1.:;.�:.Ii.,II,,I,.1 1-1 11I I-."I1�I.:;::,.i7*I.1���:I1.-'-..1N.�..1.1.-.-I;.II II.11.:�I.*1-.I1.1:.I I-..t,;I�-.-1:�1 IIII.I;I:�I-i.:. I���;-:I:-,.--I1I.i�-1,�/.1—�-1..,1]z.1 7.1_.-I­1..�:-:i..:I.I1�I;..:I�I.1-1_.I./_....11...-1.1-..;I�IIII�4z;;.1..�....�I,-.I..-zIII.Ii..�1:�:,.-1� -..,./i�:.-.1--;.;�i�,1,��I�I::I1..I iIII.--1.,-III.­..-1-._-­��:1­.;-:I.II�,�.�I�. _..1.I�1-1�I_1.-1,�:��1-,_1 1 1I;I.I­-:;:.-iL;.�:4.:::���:-W_­�.­_..i..II.:.I!i:I1,I�Iz�-_..1...I�_..,1­..1-..1_..��1��1..,­1 L I..I...-.'.:.-.,.­ ° EQUIVALENT. - . N MINIMUM 2X WIDTH SECTION MAXIMUM 4X WIDTH ° ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY . : TO ACHIEVE A STABLE BASE, 4" MIN.TOPSOIL : L . ... a ° a 4 a . SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION N IS ° d 4 a DESIGNED FOR H-20 WHEEL LOADING. SLOPE LENGTN/FENCE LENGTH (Fl.) PROPOSED 1,000 GAL. PRECAST CONCRETE SEPTIC TANK 1' DEEP, 1' WIDE GEOTEXTILE STABILIZATION COMPACTED GRAVEL/STONE DRIVEWAY - 10" TOTAL DEPTH ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE VEGETATED SWALE FABRIC NYSDOT 207.14 SUBGRADE SURFACE OF NYS DOT SECT, 304. TYPE 2 SLOPE STANDARD REINFORCED SUPER TESTED BEFORE BACKFILLING. (TYPICAL) THRACE LINQ GTF-300 OR 4 COMPACTED TO 959 STD. OR EQUAL PROCTOR <2% 300/1500 N/A N/A SEPTIC' TANK DETAIL DRIVEWAY SECTION 2-10% 12511000 25012000 30012500 NTS NTS 10-20% 1001750 15011000 20011000 20-33% 60/500 80/750 100/1000 33-50% 40/250 70/350 1001500 4" PERFORATED PVC LATERALS >50% 20/125 30/175 50/250 INSTALLED NEAR LEVEL IN BED CONFIGURATION PR�+O-rPpOSE-Dn STANDARD SPECIFICATIONS FOR SILT FENCE it , _ �: ,��', DIJ IIZIBU1i©N BOX DEFINITION T �.,,,-.�­-.-�-1-,,,.,­"-",,�,�,..I�""�.�:.1,1,_�..�:��_­-.��.�I.,,A"�I:��-.,.�...,_­,'''­,"'­.._�--";,"r...F�,�Cs,,f 1­:­.z,.z,I-.,­-.�.II..-­,,—,�;I1II.I'�,�I_1t:I.I.I--­1.t:,_,4.--­!�";�1`!-,,7"`-_�­---�:.1!���,i':1,�;-;.:..,.....:.Ii;.�;I!I�I.I-1-�-1,,-,r-1.__"",-,�,1_:7iw-!:",,'.1,�f��"I�..,_�""��,-�.�,,",..I'"_"".1._1_­��:1::iI.�;I4ii�!i,""I.I:.��..��..i,-'I1i,"1-�1-,.,ei:�1.,.I"'.­,���1_-�­"-�I,-'-�-.-�..­—1.1I,I�'l­�.-,"-,�I:1zl.�1­:::I�1­I�.I:rS.;I,�.c�.1�1.,:,�zIIIIII:I.-..,,"I,-"..­I..I I 1�1I,1:���4II�-��"'-,�-,,I­�1,`"..,I'_.,,-­,�_�,"I1`I,I.III-�::�-1­_,'4-�.,....I­l,�I�'I._����"..:.:..-,:_:­..:,1�­l.,,­­,1��:1,"II.;IzII,,�1­,,:,*;.�::;7.�I 7 1I�F��...:I..��'.-/,_,.-­,'­,"1_.;�.��_�­,1,.­,L- ` •2 5f / t : : i r - �-...�'..."­,...'-I.I­",1.I,,,..,,"',",_.,,,....-1­1.,,,.I�.!1.1�IIII�."IIIIl­1�._I'._­,1.,�..1:._.,.�/���_1 I11_�1..­11 1,._-�.�.;;�I.I1-�.:-:.I:..�..:;!.I.1­,1 1 1 1,"��,11.;;:1"1�..�..1II,.11.�,­,,1...­�1.1.1­>-`�­;__11.II:"I.1 11.�-,.;..;I�IzI.iI�.zIIIIII:.;.....�,1 1 1��11.1.�­.,1111,1�,,;,;.,'��­,"�-.1 I,,-,"1.,,L,1 1.�,..��'�,,�".11-1,1"­,I,".�III�I.`_.11�1..1.`,".--",_­,1-.'11,1,.�-'­1-1 1�II"4 I�:­,IIII:�-,,"1-1,,�,�,._;,_.-1I�.­11,���,1I...­­191,�'­­.I,,-_1-I��,.­�,-_.­I�.1.I-,,�1.�"1-:1�.­I�:1.11..1,_�..­.��,,.1,­­.I,,,.�I�',,"'.'w 1��,­1.,."',�,1�"_,I,1�.,4:1tI�­�­­1,,'�: -'1I'',`l,'��.��I-II��.���,,­.I,I�..-�:.y-­,.-�,�,;..I,1�_­./�.�..-�11�..��-,-::;�:.1--�I�-1.:;III;III1­...I,��,�"I��.-,.,1,��1 I'/J.11j-'-�­.,",.­1"C���-5i�.",'.I11�.,,7.:;.;L:�..:I.;I:Z..:;II.­—i 1_..:�.I��,-'7-",,.­'­..1�_.­1�­,.,�1,,�,--",�,,1.1�11�,,.I.�I t 1.:1III�:�����...�,-­�::�,.-.-I­.1.1".I�.1,;Z­.1;.-I.�­1.,...II_-.I_�,l,'..III,"..,1­..I1��I I-­�.­..I1��1I:�­._..I,I_,,,�-�.1I1�'1..I�.._�­1�,I:.:-',....-.I,1�.`�:,.1_/1-�_1';i�:­-����I,�.:I::III..,.II,'I-��:'�-.11.�:..'111,.I,�'1-�,�'.�.­.1­,,,�".1.1�1 "'_­I�,.LII,II,;_III.:::.1I�I��I I.­�—�­II.�,,,i"�-:..:­,i.*/ I-.I;:���I�I;zF�:...�:�I;I1�";;-­I:L:!7 I1.I:�.,k,,�,�II�I-1.11-�l A TEMPORARY BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE CONTOUR x -< v c t t t ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL �� DRAINAGE AREAS OF DISTURBED SOILS. �1 t t t: PURPOSE t t coNsrRucr BERM RAIN GARDEN MAINTENANCE PLANTING NOTES df t t y s NOTE. SEE SITE PLAN AS NEEDED TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED < t 1 FOR AREA AND GEOMETRY ROCK OUTLET RAIN GARDENS SHOULD BE TREATED AS A COMPONENT OF THE 1. PROTECT EXISTING TREES INDICATED TO REMAIN SEDIMENT LOAD. s f t 4;A t t t , > " WIDTH PER PLAN WEIR, LOCATION & LANDSCAPING; ROUTINE MAINTENANCE INCLUDES THE FROM SKINNING AND FILLING AROUND BASE. APPLICATION { 2-3 MULCH EL. PER PLAN REPLACEMENT OF PLANTS, MULCHING AND WEEDING TO MAINTAIN 2. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL 1N - MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE FENCE t NATIVE PLANTINGS, 15' SEE SCHEDULE APPROXIMATE E NAA WEEDING IS IMPORTANT SOLTHAT WEEDS D0 NOT p • `� „ Y 71NG GRAD VE PLANTS FROM ES ISHING THEIR ROOT 3, - ,_ x Y :a AREASA NDtCATED AS LAWN SHALL SE SEEDED WITH M � t: `.P` SYSTEMS. 33% - 2 SLO 25 FT ,.,, f y<;: LOFTS TRIPLEX GENERAL 1 3 SLOPE ( 50 FT .} & .{ / 6. 4 � h � \ 1 ....: - D MIX ._ 6 DEPTH . MIX, OR APPROVE ) t : ,.::. ,�w ;.'' A A AND MULCHED WITH STRAW OR HYDROSEEDED. PE (25%) - . ."; �.,:'; �., : ,g.' �. •.;.a ;�,a „';. :F ..; '"`, IF STORMWATER RECHARGE ABILITY IS LOST BY SEDIMENT 4 SLO 75 FT t _.. ; . __ . : 4. MULCH FOR TREES AND SHRUBS SHALL BE COARSE 1 S SLOPE OR LESS 100 FT , , , q >,_, ..., _.., , - u. ACCUMULATION OR WATER PONDS FDR MORE THAN 48 HOURS, - . ._, r) 'a ,. ...: ;`.a ,_. ., ..< ., 1, ;•::,, ;:a MAXIMUM DRAINAGE AREA FOR OVERLAN F S ,. , . , .. , . , , ., D LOW HALL NOT EXCEED 1 4 ACRE :, �_:: F t �:_ �. .h�. ..•. ._.,t..., SHREDDED BARK FREE OF WOOD CHIPS LEAVES OR �_„ , t _ REMOVE ACCUMULATED SEDIMENT AND CLOGGED BARK MULCH x ,r �,. 12 18 :MIN, QFtGANf TOPSOIL PER 100-FEET OF FENCE WITH MAXIMUM PONDING DEPTH OF 1.5 FEET..... .... . _. .... .. _ 1 �` • � I° OTHER UNACCEPTABLE MATERIAL. AND PLANTING SOILS AND REPLACE. t - ,r ,„ >:: EROSION WILL OCCUR AS SHEET EROSION �y. ..<... , .� 5 -:Y 7 .y.�/w i w,. .. <f.�.. Y ! �..�/ .�. 5.. t. .E.. F"' - 1.� 'C. 2 5 ,_, ,. �. �<: .. . . , - ATER FLOW SHALL NOT BE DIRECTED TO FENCE. �. : r .,'� ,�,..>., :.. ..... CONCENTRATED W x.� DESIGN CRITERIA 35' 1� -.. ._. � RAIN GARDEN PLANT LIST - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS AS RAIN GARDEN DETAIL POSSIBLE, WI7H A MINIMUM OF 10-FEET FROM THE TOE OF A SLOPE. THE SYM BOTANICAL NAME COMMON-NAME SIZE REMARKS AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. [� /� / SHRUBS - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE ABJORPTI("�N BED PLAN VIEW W REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. y IV ILEX VERTICILLATA WINTERBERRY HOLLY 24 - 30 in B & B - WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS SHALL NTS MG MYRICA GALE SWEET GALE 18 - 24 in B & B BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT SEDIMENT BYPASS AT THESE CONNECTIONS. PERENNIALS FABRIC MATERIAL CRITERIA BF IRIS VERSICOLOR BLUE FLAG IRIS 1 GAL CONTAINER GROWN GRAB TENSILE STRENGTH 90 LBS ASTM D1682 PA POLYS77CHUM ACROSTICHOIDES CHRISTMAS FERN 1 GAL ELONGATION AT FAILURE 509 ASTM D1682 MD MONDARDA DIDYMA BEEBALM ROOTED CUTTINGS PLANT 8" ON CENTER CONSTRUCTION SPECIFICATIONS LC LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL CONTAINER GROWN WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH 4' WIDE ROCK OUTLET WEIR TE TRILLIUM ERECTUM TRILLIUM 1 GAL CONTAINER GROWN WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER "T" OR "U" 4" TOPSOIL OVER TYPE OR HARDWOOD. BASIN AREAS 4' WIDE ROCK OUTLET WEIR SF ONOCLEA SENSIBILIS SENSITIVE FERN FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH VEGETATED VEGETATED AS ASTILBE JAPONICA "RED SENTINEL" RED SENTINEL AS77LBE TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE PRETREATMENT BASIN INFILTRATION BASIN _ WOVEN WIRE, 6" MAX. MESH OPENING. ELEVA7ON AND SIZE ELEVATION AND SIZE _, s PLANTINGS NOTE: • WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PER PLAN PER PLAN PLANTS SHOWN ARE MINIMUM SUGGESTIONS, OTHER PLAN7NGS ON THE SITE ARE TO BE CHOSEN BY THE OWNER SHALL BE OVER-LAPPED BY 6-INCHES AND FOLDED. FILTER CLOTH _. __.. SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUIVALENT. , , VI NC OR APPROVED __ ____ ..... _.. .. . : . _ _-_.. . ... .._.... _. .._.._ _ .._....; EQUIVALENT . _ __ __...: ........ , ..... .. AND MATERIAL - - MAINTENANCE SHALL L _ _.....-. ... . _ _... L BE PERFORMED AS NEEDED . .. t, H ...__. ..._._. __.._.. ..._...._ ..__ ..... _i -.. - i ; __ __ .. _ REMOVED WHEN BULGES DEVELOP IN SILT FENCE. _ _ IIIr ._. STORM BASIN PROFILE R i ae I 5 RECORD DRAWING 11312023 NTS New ® Yor-kY` 4 I 3 Call Before You Dig 3 SPR APPROVAL RESOLUTION 1 215 12 0 2 3 Wait The Required Time 2 PER TOWN COMMENTS - RE-ISSUED FOR SITE PLAN REVIEW 1011312023 APPROXIMATE MConfirm Utility Response EXISTING GRADE 15' BED WIDTH ®Dig W th Care arks 1 ISSUED FOR SITE PLAN REVIEW 81312023 f--SLOPE SLOPES 8 Q 0—9 6 2—7 9 6 2 0 ISSUED FOR PERMI T 713112023 1.5 STABILIZED FILL MATERIAL www.digsafelynewyork.com . f " No. Revisions Date j {� c 4" MINIMUM TOPSOIL ON EN71RE BACKFILL AREA; a� t / SEED AND ESTABLISH TURF � �4E DETAIL SHEET ; Si H;t �. prepared for Jamie L. Abbey . _. _. �r 5 Big Boo m oa � - Town of Queensbury, County of Warren, State of New York 24" MIN SEPARATION TO � 06it33°1g , Drawn: JRS Checked: GTH Scale. NOTED Date: 7/6/2023 BOUNDARY CONDITION `�'°� � 169 Havilond Road SHALLOW ABSORPTION BED SECTION y NTS ALTERATION OF T DOCUMENT EXCEPT BY Queensbury, NY 12804 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 291259H-01 -S2 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLL.0 (518) 745-0308 Fax Map Reference Map of a survey made for Clear Brook, LLC Dated: March 12, 2018 Last Revised: April 02, 2019 By: Van Dusen & Staves Land Surveyors NOTES: 1.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT Of, TITLE OR AN UP TO DATE TITLE REPORT AND IS THERE ANY STATEMENT OF FACTS SHOWN THEREON. 2.) NORTH ORIENTATION 15 PER NEW YORK STATE PLANE ZONE, NORTH AMERICAN DATUM OF 1953 (NAD83). SHOWN ARE REFERENCED TO THIS DATUM AND THEIR NOT MATCH RECORDED BEARINGS. 3.) PARCEL 15 SUBJECT TO ANY EASEMENTS OF RECORD 4.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD St ACCORDANCE WITH THE EXISTING CODE OF PRACTICI NEW YORK STATE ASSOCIATION OF PROFESSIONAL L 5.) THIS MAP 15 COPYRIGHT ® 2024 VAN DU5EN * STE\ SURVEYORS. UNAUTHORIZED ALTERATION OR ADDIT DOCUMENT 15 VIOLATION OF SECTION 7209, 5UBDI' YORK STATE EDUCATION LAW. G.) DIMENSIONS BETWEEN PROPERTY LINES AND 5TRUCT NEAREST HALF FOOT AND ARE FOR THE SOLE PURPO. INTERPRETING THEIR CONFORMANCE WITH ZONING At TO AID IN THE ESTABLISHMENT OR RETRACEMENT Of 7.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN 1- 6.) THE SURVEYED PARCEL 15 SUBJECT TO WHATEVER RI INTEREST THE TOWN OF QUEENSBURY AND THE PEOF YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO % TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE DonOS. 31b.Iff-I-U Re-.- cgb5 - r7 a t Co, � 0 � N � A � � a Date- Jtaw 26. 2023 sow. r-e0l S-1 SHEET 1 OF 1 QIO ABBEY DS2U DWG. NO. 08-105 Lot ? 4 m