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RC-0653-2022 , .. -i i Office Use Only 4-- -,:-- PRINCIPLE STRUCTURE r.. . ,, �4;4s PERMIT APPLICATI ON Permit#: (2.C - O(0cD --2O22..._ J ; I 0 7 [".4 rt, I Permit Fee:$ 111 O . ed Town of Queensbury I d : 742 Bay Road, Queensbury, NY i 2804 } *Rec Fee:$ lPc Y Q v.c�V�l `� P: 518-761-8256 www.queensb ry n t L.) I Invoice#: TOWN OFnI.,:x="';�" `,JRY BUILDING& CODES Flood Zone? Y Reviewed Bu• c��, i, I,� ' \ GEC- O(Q5Z-26 j.2 Project Location: /05 2OCkI 1!A,rSf jam (1)10,vrindoi e N1/ l20 €O Tax Map #: caDr) — I:' '7 Subdivision Name: *TOWN BD.RESOLUTION 385-2020:$1000 recreationfee for new dwelling units: single family,duplexes/two-family, multiple family, apartments, condominiums,townhouses, and/or manufactured & modular homes, but not mobile homes. This is in addition to the permit fee(s). PROJECT INFORMATION: Residential Commercial, Proposed Use: < Single-Family: - Two-Family Multi-Family (#of units: ) 1. )(Custom 2. _Modular(REQUIRED: NYS stamped engineered drawings of foundation plans) Townhouse Garage (#of cars ) Business Office • Retail Hotel/Motel Industrial Heated Warehouse/Storage Building Unheated Warehouse/Storage Building Amusement Ride Other (describe: ) MAIN STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE: 1sr floor: 9ti a 1ST floor: G' 2"d floor: 2'floor: 0 `'l - 3rd floor: ' Total square feet: // Basement(habitable space): Co 7-S-- Total square feet: c2 3 SW ,nciple Structure Packet Revised March 2022 �w f ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ I, D01 COO 2. Proposed use of the building: Secinc( Gant, 3. If Commercial or Industrial, indicate the name of the business: 4. Source of Heat: X 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 k NO Explain, if yes: 6. Are there any easements on the property? YES X NO 7. SITE INFORMATION: a. What is the dimensions or acreage of the parcel? g'7)1 S� /ee+ - b. Is this a corner lot? YES X NO c. Will the grade be changed as a result of the construction? YES x NO - d. What is the water source? PUBLIC X PRIVATE WELL e. What type of wastewater system is on the parcel? SEWER }( PRIVATE SEPTIC • DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved plans prior to/during construction will require the submittal of amended•plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. 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 in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents,will obtain a certificate of occupancy. 5. I 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. have read and agree to the above: PRINT NAME: W,4yJE JA/ L SIGNATURE: or„,,_ DATE: /6/4742:1 Principle Structure Packet Revised March 2022 • CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: , ,, Name(s): L )1 L ii yns Mailing Address, C/S/Z: f i5 k a II I 0,I211-errc)jJ , rvy lasra6 - Cell Phone: ( 51$ ) '791- aviio Land Line: (S8' ) (p 5 — 35 29 Email: lad wm s 2cmnai-( hoi-rna41,eam _ • Primary Owner(s): Name(s): &Q.11 k rule) 1-cuura. Mailing Address, C/S/Z: ,a3 & I ,zt. .�aaal, S�i'solkle ivy /O553 Cell Phone: ( 9i4 ) : 88 �31v / ve Land Line: ( 9iv ) 6)&3-•5--a(oA Email: Sinalr A &an ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): &MS C girLIC (ir1 Contractor Trade: GP.i'ierai (' -f--ac- Mailing Address, C/S/Z: PO 8ox al/I . O' Gt/rrc14-1 '' NY fe=lecao . Cell Phone: ( 5(k' ) 7q 1 -a190 Land Line: (sig. ) -359c1 Email: 11x1 wrnsconSf- C **Workers' Comp documentation must be submitted with this application** • Architect(sl/Enaineer(s): Business Name: J�� t?��11(�'Yl S and_ LU/lli&mS Contact Name(s): �I'"11 tarn S I Mailing Address, C/S/Z: 509 6l er) St ) .Pens ,11 5 AR JaE/ Cell Phone: ( ) Land Liner .(Sg ) '1 ? �' - g1087 Email: Urn CCT,nd to,Ili amScuecrev-c, earn Contact Person for Compliance in regards to this project: 1 Uayhe wr 1L(JY)S Cell Phone: ( Sig ) Land Line: ( 51g ) lQS7o - 3-S '79 Email: )A)d wmS on S r?&"rr Principle Structure Packet Revised March 2022 Y, . 1 • Contractor(s): 1No ker ' Comp docum station must be submitted with this:'application Contact Name(s): A./ AP CGS f t' ,5Q/�/'Za SC' e6• 1/f Ci iGn� /&: Contractor Trader �(° P / ' - - Mailing Address, C/S Z: c9 (1 LleeASd6 v Ay / mz Cell Phone: Y 0/' Land - - d Email: pG (e a,L ,7 ,C�ITCd wm - - -i° . • Contractor s� Workers'� Comp documentation` must be s�u�mitted_ with this application '/ Contact Name(s): CMS i ke'�. Cr// (/6.ti el/ z kr 06-11 - / a Contractor Trade: yXC4✓G 7y' / Mailing Address, C/S Z: 63/4)dCI�/�/Co_ ,,„D f.4 C7�dc � /i, ), i r Cell Phone: . (' /Y) 7�--_19 Land Line. ( .5'?) :7.�� b V ) Email: e�f SC/C"i-k�C�6,//L�, S /CJU e - .: ; - / Contractor : Workers' Comp documentation must be submitted w ith this application .. Contact Name(s): )/�`- C/4/ J jn I/ C/7'i� __ _ - Contractor Trader L-=/eed-r eg-L. / i • - Mailing Address, /S/Z: P U Z ,3 C�-�/eAS F4'ln 4/ /rho- / Cell Phone: (i W' 7%, - d / Land Line: (_ 7 _/3S Email: e/f Z e,ti-i'i�-%C. / edh--. ( ) ��/ ,/ • Contractor : Workers' Comp doc mentation must be submitted,with this application Contact Name(s): Y'ji/ / �/i ' a/t�'S'zt�J- 4),i i ti -�i�c. s. Contractor Trade: /f A-17 (' % // Mailing Address, C/�/Z: ' Sri��7 I, _ , ..1.ii.v 114-,_d = Cell Phone: (5 / )// i /c227 ^Land Line: („10-)-: 6/-/peig/ Email: 5'a f�, 4.3 a/bC,,, tiefe,„6c, (767f9, • Contractor s : Work9 rs' Comp documentation must be submitted with this application Contact Name(s):. Dag meciLQIe 0- //; s� / 5�)� Contractor Trade: t)7/e k'pt1 t Mailing Address,_C /Z: 4,5�3 S, fr if q l rre,,s647 ii /2df� Cell Phone: (.5 ��) Lp (p�-- 02 7/S Land Line: ( ) r Email: /a0(4:: 1.j A 1,(vi-i^ Principle Structure Packet Revised March 2022 -- Contractors : orkeers mp documentation must be submitted with this application Contact Name(s): p� �� /t�e/-663ra g L� _ Contractor Trade: /ASk/e cif. Mailing Address, C/S/Z: Jrl) 164X 4"Y/ fz--kl'(I't Sblttq. /l -/c fSS-- Cell Pho e: Land Lin ( `? ) Lea - 70/6, Email: /A a- - old' �j ei t'L r (a/z __ _ = • Contractor(s): Work rs' Come do u e p tation must be submitted with this application Contact Name(s): X V ark/e//G LY/ff //AL • - Contractor Trade: tea)- Mailing Address C/S/Z: Po /o)_ 7 `,c/t/ /6! 'P. =(,)5�"7'V3 Cell Phone: .( UV )� o 7O Land Line: . ( / -.) Email OM. t� Ai' e/a l -- _ _ _ -� : s ,.4 • Contractors : Workers' Comp do men ation must be submitted with this application� T %Contact Name(s): C. l/ ,er L bAy-pl�-�G„ - - Contractor Trade: �Obt& 4'K-i Mailing Address, C/ /Z: /�5 �v�%e id JC'v4S ,fr,,�G� ,eii ' /u V / v(� Cell Phone: (./5 ) 7 9/- (v...? Land Line: ( ) Email:, lee(91e(ele 'D Sin )/ 1JcJo' � ,frA__. •- Contractors : Workers' Co p documentation must-be submitted with-this application- - - Contact Name(s): e%S�iL cC ` Go--.- _ -_ - _- Contractor Trade: P/I+/6 ice fL . . _ - _ . Mailing Address, C/S/Z: //e l�(0 .)i�L✓e /dI �ic,,e 6 -_iv /�pd/ , Cell Phone: ( ,� /cC) 7W � 2 1 Land Line: --( ()�_ .� . - - Email: - • Contractors ; W rkers' Comp docume tation ust be su itte wit this application Contact Name(s): /Z(scc,e//U L3e '17 &-/ /) �' Contractor Trade: d/ I. Mailing Address, C/S/Z: _// S / d- Cell Phone: ( 57? k6a2-2&iV Land Line: ( ) Email: CttiaWt_oit ,()e1Ye7-44.�/ ''/J ee-.2.(4 y. e.dii"-- Principle Structure Packet Revised March 2022 • Contractors : Wor ers' Comp ddocum nta io mus ,be submitted with this application Contact Name(s): O die)aet 6. �7� 1 4"3 i Contractor Trade: Piro Mailing Address, C/S/Z: / �3�(�/< /Ad C' 7✓' S . 6/e ` // A 42-Ptv? Cell Phone: ( „Sip ) Land Line: ( - y24, Email: _IeG . •- Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): - Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) - Email: • Contractor(s): Workers' Comp documentation must-be submitted with this application• Contact Name(s): _- Contractor Trade: _ Mailing Address, C/S/Z: - Cell Phone: ( ) Land Line: ( ) Email: - • • Contractor(s): Workers' Comp documentation must be submitted with this application.- _ Contact Name(s): _ Contractor Trade: - Mailing Address, C/S/Z: _ Cell Phone: ( ) Land Line: = (- - _) • Email: • • • Contractor(s): Workers' Comp documentation must be submitted with this application Contact Name(s): _ Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: Principle Structure Packet Revised March 2022 -r `fi Office Use Only Permit#: Qr✓ o�53- 2°22" Town of Qucensbury Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensburv.net Invoice#: Flood Zone? Y N Reviewed By: SEPTIC DISPOSAL PERMIT APPLICATION Project Location: IDS- R(J, �eU Lief Tax Map#: Dr/ • _ 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) X 1981-1991 130 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present 110 i J o PARCEL INFORMATION: Topography )( Flat Rolling Steep Slope %Slope Soil Nature 1K Sand _Loam Clay Other, explain: . Groundwater At what depth? no Si6its op spasw I rum a' um Gd Bedrock/Impervious At what depth? kill) U material ) LOV) Domestic Water Supply ®Municipal Well 4Lake (if well or lake,water supply from any septic system absorption is ft.) Percolation Test Rate: 6. . per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: G../G.riS /--Z,t9707,, 4a L rtt S 3ker- Tank size gallons (min.size 1,000 gallons, add 250 gallons for each garbage cylinder or gpa/hottub System Absorption field w/#2 stone Total length ?I ft.; Each Trench -9 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 - - �k CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL ❑ Check if all work will be performed by property owner only • Contractor: �J Contact Name(s): (2raricLa l ' 2DCCGt..i/Cithc ,I'i - Contractor Trade: E XCO,Vfbr i19 Mailing Address, C/S/Z: (0 ?) Wppdyj 1( k dill eoctd, Lake Geor' /agE43 Cell Phone:_( 512 ) 1-P7D- Land Line: _(.5/c ) '7qi 3 - DV-3 Email: &I YLS Cra nd&U ch DG 1..Cori **Workers' Comp documentation must be submitted with this application** • Engineer(s): - Name(s): E no rOimal l .6e5/� ,-k ers1, Mailing Address, C/S/Z: 9OL U- 7/Di _1%//1C7�ir� irk, Cell Phone:_( ) Land Line: _( .518 ) 383 - 8341,5 Email: n e5/en @ ed pl i, earn Contact Person for Compliance in regards to this project: APO< ej/e /L Cell Phone: ( ) Land Line: ( ) • Email: r) Zet'er) -eClp//, core) - Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. • PRINT NAME: i4iAY&J _ "1 /L L1 A-J $ SIGNATURE: L� �. DATE: 1 2--, -6 Principle Structure Packet Revised March 2022 .office Use Only - • {2-C. CACtr") 302•7.--. Permit#: Town of ilyeenshiiry Permit Fee:$ 742 Bay Road,•Queensbury, NY 12804 P:518-761-8256 www.queensbumnet Invoice#: FUEL.13URNNG,APPLOANCE & CHIIVINEY APPLICATION **ONE APPLICATION PEg PPLIANCE** Project Location: / RO lA-k- le.DCWI Tax Map ID #:. Oca 79 - - -i/erctale, /JV 0,8-A0 Room of hstall: re5 Planhed Ihstabate: Ul / Z bd-c3 FUEL gURNANG APPLIANCE ONFORMA'sTION: TYPE OF DEVICE: Stove Fireplace Insert Fireplace Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3) Fireplace,lactory built" • , riVianufacturer's name: /lean /COn Model#: /42- ) SOURCE OF HEAT: 4 Wood _Coal Pellet Gas CHIMNEY INFORMATION: Masonry(require plans to be submitted): block brick stone Flue: tile steel size, in inches Material*: double-wall \A., triple-wall Jnsulated (*Manufacturer's name: MajeSilf.., Model #: c5L /1 Principle Structure Packet Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL 0 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):, The y place 6a• _ _ . Contractor Trade: Fjre p/oce 0011 � } Mailing Address, C/S/Z: �G'1� aXe S)Ure l'e, .0 k 073e- Any laLS Cell Phone: ( ) Land Line: _(- - ._=- ) = --- - Email: prMml- PrS 6?` le iEp1ar!1D. P y) r. Contact Person for any questions regarding this project: Lit/Q 1)e, �11� J71 c Cell Phone: j ,)' ) '791- ai Land Line: Email: bud CVfrhS 0.0n.St=0.hD I'Y��1��(r.47) 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=of1nspection.= 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-applieab_le-laws, ordinances, regulations and all conditions that are part of these requirements and=also�will_-a:llow the-inspector to enter the premises to perform the required inspections. ___- I have read and agree to the above: - PRINT NAME: WAYW - 1 (L�L( 5 SIGNATURE: I/Jr1�''' ""�` '`� DATE:_/ ) 2d Principle Structure Packet Revised March 2022 an -2z� Residential Plan Review: 1- and.2- Family Dwellings Y/N/NA (1 of 2) -4/ Two (2)full sets of plans Over 1,500 sq.ft. requires engineering stamp l6L Design loads on plans: 115 Wind Floor Loads 40 psf -- ` `�� (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas&Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties iiWindow schedule with glass size & main doors/Air leakage< .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms ` ,,e)4 Door schedule/Main entrance 36" door „/ Emergency Escape or Bedrooms& Habitable Space (, Above-grade:5.7 sq.ft. fD,/1 Grade: 5.0 sq.ft. 24" (h)x 20" (w) minimum 44" maximum height above door -- Window control devices 24"or less 2nd story or 72" above grade y Egress window from basement 5.0 sq.ft. ! Floor system sizing per table 502.3.1 I Residential check ERI or Prescriptive method ' Driveway length:300' or more-12'width required/500'or more,turnaround required Foundation drainage on plans, if required 6" drop in 10' exterior grade VR: Framing cross section for each roof line,vertical fire stopping every 10'where G required/joist spans pg. 127 gIce &snow shield-24"from exterior wall '' Platforms at exterior doors t 5 Stairway headroom 6'8";all stairs 36" width Stair run and rise pirlt- Winder run and rise Jr Spiral stairs meet requirements Smoke detectors—battery backup & proper location, interconnected % Bathroom fixtures—proper clearance Hall width-36"width ti Handrails more than four risers on open sides YRailing&guards>30"/basement stairs included/closed risers more than 4" in height ySafety glazing notes for required areas 1� Garage fire separation:1A" gable end/5/8" under living space&%" on walls/20 min. door N and closer MA- Garage floor sloped Alp Attic access:gasket seal& R-value equal to roof insulation 3,:.,..„r 6 Aot4,16 Roof over 30"-22"x 30"/Crawl spaces 18"x 24" access Continued on back-› 4 Residential Plan Review Revised October 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) iCarbon Monoxide detector outside lowest sleeping area, on every level &interconnected , within 15' of sleeping area '1. Soil test results, if required `' Septic to well or water line separation ..)C, All paperwork signed 1 , Note on plans energy saving light bulbs 90% Blower door test agency paperwork Floodplain Permit required—check map: 2 feet above flood elevation 2(-- Hurricane clips required Floors less than 2 x 10 covered by'/:"gypsum or 5/8"wood panel Li Manuals S &J required for heating system. Cold air return hard piped M Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations 164 Baffles at eaves for insulations and knee walls )._ Cle, Makeup air for range hood >400 cfm � Continuous header for garage doors to end wall qChimney rain cap shown for fireplaces 74-5 Deck hold down shown not less than 4 lags and bolts per table 507.2 • Residential Plan Review Revised October 2021 i rof TOWN OF UEENSBURY ��` Q 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Lw Plan to scale / iteceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) All wells on property and adjacent properties shown <'"'A�� Uzi IAWater 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 VikrZ Ac Septic tank and pump statio 10' rot. foundation 50'from any well/lake/wetland 10'from any waterline Al-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) • Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each 2P Leech Field 20'from foundation 100'from any well 10'from water line ..feiCZ VA0...N1N ' / W'cSeepage pit 150'from well 50'from septic tank 7)64c Seepage Pits 3-times diameter apart MSeptic tank and pump stations over 30 gallons 50'from watercourse or wetland 116distance from bottom of trench or system 24"to bedrock or mot r g 36" ithin 1000'of Lake George FlLeech field 100'from watercourse or wetland 14 Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation VIProvide Engineer/Architect stamp for bed or design systems 0\i Department of Health Approval for all mobile home park new systems Flood Plain requirements 2'above established flood elevation to bottom of system ,1-0 All tanks anchored or 2'above flood elevation 12o1rioorl All CMM1 w A streamlined under-cabinet pro- dishwasher-safe)ensure a lifetime of ZEPI-1 T;E.M P E'ST,1' ' . ° style range hood,Tempest I combines exceptional performance.Additional ' power,efficiency and flexibility.650- options like a wireless remote control ZEPHYRONLINE.COM UNDER-CABINET , CFM or optional 1,200-CFM blower and recirculation kits for kitchens that ' options,LumiLight LED lighting and require ductless venting ensure all you high-airflow pro baffle filters(that are have to think about is cooking. Y -T _ nc w. FZ INTERNAL BLOWER INTERNAL BLOWER with ACTTm **14-3/16" 4-9/16" co 0 �ti STANDARD AIRFLOW CONTROL TECHNOLOGY,"* 'I 1-5/8" �, I`UL r Single Blower(Included) 200-650 200-390 200-290 t 'o f I� Iv 1 Min.-Max.CFM 8 OO— Q * ° 'y r Single Blower(Included) t 6" 1 n Min.-Max.Sones 1-6 1-4 1-3 *8-1/8" I rnCt! Imo' *Dual Blower(Optional) i 2" 8-9/16" CO. C �t,"�.9 Min.-Max.CFM 400-1,200 AIRFLOW CONTROL TECHNOLOGY^'(ACT"") Or L=:,I i'l bone,,Make feeture built Into specific Zephyr hoods which con *.* I _ � Ls Blower(Optional) Ilmit thematimum blower CFM to meet local code requirements. 10-3/8" +I I ( P 9 3.5-9 i-�.. � r Min.-Max.Sones Q Q `=•' . *Duos blower only compotlble with 36",42'and 48'models *7-7/8" . .1, **9-15/16" R 9/16" �+' '` - I 29-7/8" 30" 35-7/8" 36" I _ `I 41-7/8" (42"),47-15/16"(48") 71 C) ..' N ( 'V . .' 'i:I 7o pip i r, , . } ',I:• `� TOP v=i y io• e 1 II. 3 V ii ! 1 ilk, f (`c.,iir '` " Y�r A� A. ' Ml re ` -,4 ',,9 **15-5/16" a } a9�3)4,),:r,p,4:...:,yrj} s« 4*�• {f.,t}c✓5'�}� xa.,.3%� i.T�' / I I ,r,, z , is,\ C' 1 111I cu , r (/ ' gir,' . _ ....F,' '.'"''rt t•?' .'SS' ;44\)C--.w1w11...41:-..} >^-.—_. '..._ _.,.it �! Vl (� 22-1/2" 'a C ; of , n 4.11 SIDE NJ W Lo r N IIncludes Wireless Remote Control 11/16" 4-9/16" 1-1/4" , 9-7/8„ " 4-9/16" I . NI 8 m v ' A 8 rect.C/L ��-�- v 7-3/8" round C/L RESOLUTION APPROVING FRANK SINATRA'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES. RESOLUTION NO.: BOH 55,2021 INTRODUCED BY: Mr. George Ferone WHO MOVED ITS ADOPTION SECONDED BY: Mr.Timothy McNulty WHEREAS, Frank Sinatra(Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement wastewater treatment system with its components proposed to be located as follows: 1. absorption bed to be 1' from the property line in lieu of the required 10' setback; 2. absorption bed to be 3' from the property line in lieu of the required 10' setback; 3. force main to be 3' from the property line in lieu of the required 10' setback; 4. absorption bed to be 12' from the building foundation in lieu of the required 20' setback; and 5. septic tank to be 6' from the building foundation in lieu of the required 10' setback; on property located at 105 Rockhurst Road in the Town of Queensbury, and WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday, September 27th,2021,and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE,BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Frank Sinatra for variances from the Sewage Disposal Ordinance to install a replacement wastewater treatment system with its components to be located as follows: 1. absorption bed to be 1' from the property line in lieu of the required 10' setback; 2. absorption bed to be 3' from the property line in lieu of the required 10' setback; 3. force main to be 3' from the property line in lieu of the required 10' setback; 4. absorption bed to be 12' from the building foundation in lieu of the required 20' setback; and 5. septic tank to be 6' from the building foundation in lieu of the required 10' setback; on property located at 105 Rockhurst Road in the Town of Queensbury and bearing Tax Map No: 227.9-1-4,and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review,and - �. BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 27th day of September,2021,by the following vote: AYES : Mr. Freer,Mr.Ferone,Mr. McNulty,Mr. Metivier NOES : None ABSENT: Mr. Strough z. Your Company Here... ��-� � 4 , smatra Your Address Here... - City Here..., State Here.. Zip Here... Phone Here - Email Here... C'' 7• .1 i, n Sales Consultant: _ Job#: sinatra TOIL'+'v :-----•'-"-..�--_j • Date: 09/21/2022 8 f`i.:22 ,.- ;`�� " AY System I (Average Load Procedure) _ Design Conditions . - .- Location: Glens Falls AP, New York Elevation: 335 ft _ Daily Range: . Medium Input Data: Outdoor DryBulb Indoor Dry Bulb Latitude: 43° N Design Grains: 26 Summer: 92 72 Heated Area -2075 Sq.Ft. . w ri in Winter: -17 70 Cooled Area _ 2075 Sq.Ft. N 0 co co Heat/Loss Summary (July Heat Load Calculations) rn N U, U Gross Sensible Latent o 0 Area Loss Gain Gain - v N Ct Walls 2348.E 10387 2353 . _ 0 la cu ` Windows 547 21201 17565 -0 _.. -p Doors 21 713 254--. -- :`0-- - -• " • oo o ' Ceilings 763.2 1727 1489 - - 0 - c c Skylights 0 0 _ O- __- _- _._=0- ; u L N Floors 1663.7 5286 0 - - 0 f in -c 73 Room Internal Loads 0 2400 0 a? re Blower Load 1707 0 N c o in u- f4' " NNr+ tn Hot Water Piping Load 0 0 - 0 - Winter Humidification Load 0 0 . _ _ _.0 _ _ j MUM: • Infiltration 13823 1402 - 1127 - - Approved ACCA Ventilation 0 -0 - _ 1 0 MJ8 Calculations Duct Loss/Gain EHLF=0 ESGF=O 0 1019 --- - -416 AED Excursion n/a 4297 -- -nla - ` ` Subtotal 53137 32486 =:1543 . .- Total Heating 53137 Btuh - Total Cooling 34029 Btuh 105 Linear ft. of Hydronic Baseboard *Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are estimates based on building use, weather data, and inputted values such as R-Values,-window types, duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. This application has glass areas that produce large cooling loads for part of the day. Variable air volume devices are required to overcome large spikes in solar load for one or more rooms;Install a zoned system or provide zone control(individual, motorized, thermostatically controlled dampers) for problern rooms. Single speed equipment may not be suitable for this application. Adtek AccuLoad Report Version 17.3.5 Page 1 Your Company Here... sinatra ': Your Address Here... - City Here..., State Here..Zip Here... Phone Here - Email Here... Sales Consultant: Job#: sinatra Date: 09/21/2022 Equipment Selection Design Conditions Design Location: Glens Falls AP, New York Relative Humidity: 50% . Elevation: 335 ft Summer:Outdoor Design: 92 Latitude: 43° N Winter Outdoor Design: -17 Daily Range: Medium Summer Indoor Design: 72 Design Grains 26 Winter Indoor Design: 70 Heating Equipment - Mfg: YORK BY JOHNSON CONTROLS Altitude Correction Factor: 0 Model: TM9E080B12MP11 Heating Input (btuh): 80000 AHRI Ref#: 7141702 Heating Output (btuh): 77000 Efficiency (AFUE): 95 Calculated HeatPump 0 Output @ Design (btuh): Cooling Equipment - Mfg: CHAMPION BY JOHNSON Altitude Correction Factor: 0 Oudoor Unit Model: TC3B3621 Rated Total Cooling (btuh): 34400 Coil: UC48D+TXV Sensible Cooling (btuh): 32500 Furnace: TM9E080C16MP11 Latent Cooling (Iituh): 8600 AHRI Ref#: 8537131 SEER - -EER@95: Heat Pump HSPF: - Summary MJ8 Calculations ' Status Equipment Capacities Sensible Gain (btuh): 32486 Sufficient Sensible Capacity (btuh): 32500 Latent Gain (btuh): 1543 Sufficient Latent Capacity (btuh): 8600 Total Heat Gain (btuh): 34029 Sufficient Total Capacity (btuh): 34400 Heat Loss (btuh): 53137 Sufficient Heating Capacity (btuh): 77000 Adtek AccuLoad Report Version 17.3.5 Page 2 Your Company Here... - . sinatra - Your Address Here... - City Here..., State Here..Zip Here... - Phone Here -Email Here... - Sales Consultant: Job#:" sinatra Date: 09/21/2022 - Sys te►n I AED Curve — DAL — 1.3 1.5- - - - 25000 __ . • 20000 „. .411111111111111111h), '_-- - _ pr. L 15000 m —. _ 0000 111 5000 _ __ = 0 r • 8 9 10 11 12 13 " 14 15 16 - - 17 18 19 20 Hour AED Excursion: 4297 btuh _ _ == -_ _ AED Status: System does NOT have Adequate Exposure Diversity. _ " __ - _ AED Flag: This application has glass areas that produce large cooling loads for part of:the day. Variable air volume devices are required to overcome large spikes in solar load for one or more-rooms. Install a zoned system or provide zone control (individual, motorized, thermostatically controlled dampers)for problem rooms. Single speed equipment may not be suitable for this application. - - - - Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm.- Adtek AccuLoad Report Version 17.3.5 Page 3 • Your Company Here... • sinatra s• Your Address Here... - City Here..., State Here.. Zip Here... Phone Here - Email Here... Sales Consultant: Job#: sinatra Date: 09/21/2022 System I Breakdown _ I Item Name U-Value _ • , . , /SHGC Net Area Htg. HTM. Clg. HTM Sens. ft-. - Sens. Clg. Lat. Clg. Total Clg. Construction Type System I • 0 • 1707 0 . 1707. • - - • . bath • - • 0 0. 0 -0 - - - - - • • _ _ Floor 0 52.5 . 0 - - 0 - 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA North Wall 0.065 51.75 5.655 1.31 293 68 .-- 0 68. Frame VVall/Partition1NAINAIWood1R-211NoneINALSiding -- Window-2.5x4.5 0.47/0.31 11.25 40.89 15.38_ - 460---- 173. 0 173 OperablelNormal WindowlLow-e (0.20)12 Pane (0.05) Surface-21Wood, Wood with Metal Clad, or Vinyl Eat Wall 0.065 67.5 5.655 1.32 . 382 . - 89 0 89 Frame Wall/PartitionINAINAIWood1R-211NonelNAlSiding or StuccolNA bath 0 .• 0 0 0 Floor 0.98 24 85.26 0 2046 0 0 0 _ _ . Concrete Slab-On-Grade FloorINA1PassivelHorizonial Boardr--4ft1R-5 board1NAINA1Light Dry South Wall 0.078 56 6.786 1.32 380 — •74 0 74 Block Wall/PartitionINAINAIWood1R-151NonelFilladlNoneINA East Wall 0.078 112 6.786 1.33 . 760; 149 0 149 Block Wall/PartitionINAINAIWood1R-151NonelFille.d1NonaINA • bath 1 0 0 0 0- Ceiling 0.026 60 2.262 1.95 136 117 0 117 Ceiling under Unvented Attic or Attic Knee Wall, No Radiant BarrierjAnyjAnyjR-38 insulation Floor 0 60 0 0 0 0 • Adtek AccuLoad Report Version 17.3.5 Page 4 Your Company Here... - - sinatra Your Address Here... - City Here..., State Here.. Zip Here... Phone Here - Email Here... Sales Consultant: , Job#: sinatra - .. Date: 09/21/2022 - • Floor Over Conditioned SpaceINA!NA!NA!NA!NA!NA!NA -- • - North Wall 0.065 72 5.655 1.32 - 407 -. . 95 - 0 95 • Frame Wall/PartitioniNAINA!WoodlR-211NonelNAISiding or StuccoINA East Wall 0.065 61.5 5.655 1.32 -- 348 81. .. 0 81- Frame Wall/Partition!NA!NA!Wood!R-211None!NAISiding or Stucco!NA Window 2x3 0.47/0.31 6 40.89 38.67 - 245 232 0 232 Operable!Normal Window!Low-e(0.20)12 Pane (0:05) Surface 2IWood, Wood with Metal Clad, or Vinyl bath2 0 - - 0 0 - 0 • Ceiling 0.026 91.2 2.262 1.95 -. ._. _ .206_--t -_:-_178. _ 0 178 Ceiling under Unvented Attic or Attic Knee Wall, Nb Radiant Barrier!Ariy!AnylR-38 insulation - Floor............ ........_......__................................_...... ..._......o_.............._._...._.__..912...................._._..._.._._......__.._............_..............._._..._.._.__.._.......................: O.0........__.._........_..........._..__O_.._.-.._._.....__....-..._....._o...._...._..-.. Floor Over Conditioned SpaceINAINAINAINAINA!NAINA= South Wall 0.065 72 5.655 1.32 407 95 0 95 Frame Wall/Partition!NA!NA!Wood1R-21!None!NAISiding-or StuccoINA East Wall 0.065 96.6 5.655 1.33 • - 546 .-- - - 128 - 0 128 Frame Wall/PartitionINAINAIWoodlR-211NonejNAISiding`or-Stucco[NA - Window-2x3 0.47/0.31 6 40.89 38.67 - -_245=. _- - 232 0 232 OperablelNormal Window!Low-e (0.20)12 Pane (0.05) Sutface 2!Wood, Wood with Metal Clad, or Vinyl bedroom 1 0 = _ . 0 0 0 Ceiling 0.026 168 - 2.262 1.95 380 - 328 - 0 328 Ceiling.under Unvented Attic or Attic Knee Wall, No Radiant BarrierjAnyjAnyIR-38 insulation Floor 0 168 0 0 0 0 Floor Over Conditioned SpaceINA!NA!NA!NAINA!NA!NA —.__North Wall......_.._........_............ ...._.. ._ 0.065.................. 11 5.655 1.32 628 147 0 147 Frame Wall/PartitionI-NAINA!Wood!R-21INoneINAISiding or StuccolNA Window-3x5 0.47/0.31 15 40.89 15.4 613 231 0 231 Adtek AccuLoad Report Version 17.3.5 Page 5 Your Company Here... . '- - - - - . _ - - Sinatra Your Address Here... -City Here..., State Here.. Zip Here... - Phone Here -Email Here:.. • Sales Consultant: Job#: sinatra • . Date: 09/21/2022 - - OperablelNormal WindowlLow-e (0.20)12 Pane (0:05) Surface 2IWood, Wood with Metal Clad, or Vinyl West Wall 0.065 - 73.5 5.655 1.32 : 416 " 97_ _ 0 • 97 - • Frame Wall/PartitionINAINAIWood{R-21INonelNAjSiding or.-StuccoINA- Window-6x5 0.47/0.31 30 40.89 • 38.67 - - 1227 --- -1160 ' 0 1160 Operable1Normal WindowlLow-e(0.20)12 Pane.(0.05),Surface_21Wood,-Wood,with Metal Clad, or Vinyl bedroom 2 - 0 - 0- - 0 0 Ceiling 0.026 132 2.262 1.95 -299,- -•._ 257-_.__: . 0 257 Ceiling under Unvented Attic or Attic Knee Wall; No Radiant_BarrierIAnylAny1R-38 insulation ---- -- -- - - - Floor 0 132 . . 0 • _ -'_ -> :-0_' 0 0 • Floor Over Conditioned SpacelNAINANAINAjNAJNAjNA- - - - - West Wall 0.065 73.5 5.655 1.32 .. ' -'-416 _ :=9.7 0 . 97 Frame Wall/PartitionlNAINAWoodlR-211NonelNASiding or StuccoINA- •' - - Window-6x5 0.47/0.31 • 30 40,89 38.67 --1227 :1160 0 1160 OperablelNormal WindowlLow-e (0.20)12 Pane (0.05) Surface 2lWood, Wood-with Metal Clad, or Vinyl bedroom 3 0 0 0 Ceiling 0.026 168 2.262 - .1.95 --_-_-380 - _-- 328 . 0 328 . Ceiling under Unvented Attic or Attic Knee Wall, No-RadianrBarrierjAnylAnyIR-38 insulation Floor 0 168 0- 0 0 0 Floor Over Conditioned SpaceJNAINAjNAINAINAJNAINA . West Wall 0.065 78 5.655 1.32 - - 441 103 0 103 Frame Wall/PartitionINAINAIWoodIR-211NoneINAISiding or StuccoJNA Window-6x5 0.47/0.31 30 40.89 38.67_ 1227__-- 1160 0 1160 Operable1Normal WindowlLow-e (0.20)12 Pane (0.05) Surface 2jWood, Wood with Metal Clad, or Vinyl South Wall" 0.065 111 5.655 1.32 - 628 147 0 147 Frame Wall/PartitionINAINAIWood1R-21 INoneINAISiding or StuccoINA Window-3x5 0.47/0.31 15 40.89 22.13 613 332 0 332 Adtek AccuLoad Report Version 17.3:5 Page 6 YourCompany Here... sinatra Your Address Here... - City Here..., State Here..Zip Here... Phone Here -Email Here... Sales Consultant: - Job#: sinatra Date: 09/21/2022 - OperablelNormal Window!Low-e (0.20)12 Pane (0.05) Surface 2!Wood, Wood with Metal Clad, or Vinyl bedroom 4 0 : 0 0 0 Floor 0.98 24 85.26 0 _2046 - - 0 0 0 Concrete Slab-On-Grade Floor!NA!Passive!Horizbntal Board-4ftJR-5 bbardjNAJNAJLight Dry South Wall 0.078 112 6.786 1.33 760 149 0 149 Block Wall/PartitionINAINAIWood!R-15!NonelFilledlNoneINA West Wall 0.065 69 5.655 1.32 390 - 91 0 91 Frame Wall/PartitionINA!NA!Wood!R-211None!NA!Siding or StuccojNA Window-6x5 0.47/0.31 30 40.89 35.83 ' - 1227- •- 1075" -. 0 1075 -OperablelNormal Window!Low-e (0.20)12 Pane (0.05)-Surface.2!Wood, Wood with Metal Clad, or Vinyl dining - 0—_ - - 0 _ 0 0 Floor 0 132 0 - - 0 0 0 Floor Over Conditioned SpacejNA!NAINA!NAINAINA!NA South Wall 0.065 51 5.655 1.31 288 :_ _ 6:7- -- 0 67 Frame Wall/Partition1NAINAIWoodIR-211NoneINAISiding-or StuccolNA -- Window-8x6 0.47/0.31 48 40.89 22.15- - 1963_ - - 1063 0 1063 Operable!Normal Window!Low-e (0.20)12 Pane (0.05) Surface--2jWood, Wood with Metal Clad, or Vinyl West Wall 0.065 44 5.655 • 1.32 • - 249 - - 58 0 58 Frame Wall/PartitionINAINAIWoodjR-21!NoneINAlSiding or StuccojNA Window-8x8 0.6/0.39 64 36.54 34.16 2339 - 2186 0 2186 French DoorjFrench Door!Clear!2 Pane!Wood, Wood with Metal Clad, or Vinyl Family Room 0 0 0 0 - Floor 0.98 14 85.26 0 1194 0 0 • 0 Concrete Slab-On-Grade FloorINAlPassive!Horizontal Board -4ft!R-5 board!NA!NA!Light Dry West Wall 0.065 4 5.655 1.25 23 5 0 5 Adtek AccuLoad Report Version 17.3.5 Page 7 . . . Your Company Here... , sinatra •• Your Address Here... -City Here..., State Here.. Zip Here... • Phone Here - Email Here... Sales Consultant: . Job#: sinatra - - - Date: 09/21/2022 . . Frame Wall/PartitionINAINAIWood1R-211NoneINAISiding or StuccolNA Window-12x9 0.6/0.39 108 36.54 28.24 3946 . 3050 0 3050 French DoorlFrench DoorlClearf2 PanelWood, Wood with Metal Clad, or Vinyl great room - 0 0 0 0 Floor 0 442 - 0 - 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA — West Wall 0.065 138 5.655 1.32 780 182 0 182 Frame Wall/Partition1NA1NA1Wood1R-211None1NA1Siding or SfuccolNA Window-12x8 0.6/0.39 96 36.54 34.16 - 3508 __ --i_7 3279 0 3279 French DoorlFrench DoorlClearl2 PanelWood, Wood with Metal Clad, or Vinyl Kitchen 0 _ _ -2400 0 2400 Floor 0 132 0 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAINA East Wall 0.065 55.5 5.655 1.32 - ._314 , --- 73 - 0 73 Frame Wall/PartitionINAINAIWood1R-211None1NAlSiding-or-StuccoINA - Door-3x7 0.39 21 33.93 12.1 - - 713 ..=_._, 254 0 254 WoodlSolid CorelNo Storm - Window-7x4.5 0.47/0.31 31.5 40.89 38.63 1288 - - 1217 0 1217 OperablejNormal WindowlLow-e (0.20)12 Pane (0.05) Surface 21Wood, Wood with Metal Clad, or Vinyl South Wall 0.065 99 5.655 1.32 560 -- 131 0 131 Frame Wall/PartitionINAINAIWood1R-211NoneINAISiding or Stucco1NA laundry--2nd floor landing _ 0 _ 0 0 0 Ceiling 0.026 144 2.262 1.95 326 281 . 0 281 Ceiling under Unvented Attic or Attic Knee Wall, No Radiant BarrierlAnylAny1R-38 insulation Floor 0 144 0 0 0 0 Adtek AccuLoad Report Version 17.3.5 Page 8 • • Your Company Here... • - sinatra Your Address Here... -City Here..., State Here..Zip Here... Phone Here - Email Here... - Sales Consultant: Job#: sinatra - _ Date: 09/21/2022 Floor Over Conditioned SpaceINAINAINAINAINAINAINA East Wall 0.065 93 5.655 1.32 -- 526--- .123 0 123 _ . Frame VVall/PartitionINAINA1Wood1R-211None1NAISiding QrStuccojNA Window-3x5 0.47/0.31 15 40.89 38.67 - 613 _ 580 0 580 OperaplelNormal VVindow1Low-e (0.20)12 Pane (0.05.) Surface 2jWood, Wood with Metal Clad, or Vinyl stairs--pantry _ 0 " - 0 . 0 0 • - . _ Floor 0 80 - 0" '"'"" _ 0 0 0 Floor Over Conditioned SpaceINAINAINAINAINAINAIN ___ East Wall 0.065 78.75 5.655 1.32 . 445 - - -_104 _ _ 0 104 • Frame Wall/PartitionINAINAIWood1R-211NoneINAISiding oriStuccoINA- Window-2.5x4.5 0.47/0.31 11.25 40.89 38.67 '460 - -435 - 0 435 _ . Operable1Normal WindowiLow-e (0.20)12 Pane (0.05) Surface 21Wood, Wood with Metal Clad, or Vinyl - - - _. - _ - - _ _ - - • • Adtek AccuLoad Report Version 17.3.5 Page 9 . - Your Company Here... . -_ sinatra A Your Address Here... - City Here..., State Here..Zip Here... - .. - - - Phone Here Email Here... - Sales Consultant: - - - Job#: sinatra - - Date: 09/21/2022 •• - System.I CFM - - -- • Duct sizes and velocities based on settings selected in the-.setup.screen. .- . .- - *Duct sizes calculated using this CFM: _ . _.Winter•-^--` Summer Winter Summer Return Supply ' Calculated -Calculated System System Item Name Velocity RA Duct Size Velocity - SA Duct Size_--.-,CFM,, CFM CFM CFM System I 515 14 x 8 600 12-x 8 - _966 -,_-1507 400 *400 bath 412 1-7" Run 561 - " 1-6" Run `_. . 35.. - 24- *14 • 6 - bath 412 1-7" Run 561 1-6" Run . - -76 - :. --19 *31 5 bath 1 412 - 1-7" Run 561 - 1-6" Run__ --- -36-: • _ = -36 *15 10 bath2 412 1-7" Run 561 1-6" Run -:44=_; ;. -'44':. -' * 18 _ 12, bedroom 1 - 412 1-7" Run 561 -1-6" Run---- -- 84- - -124- *35 33 • bedroom 2: 412 1-7" Run 561 1-6"-Run;: . :46=;=-.�-_.: 93_.--. 19 *25 - • bedroom 3 412 1-7 Run. • 561 - 1-6" Run -_ . =-__35-_-._— =131 .- 35 35 bedroom 4 412 1-7" Run 561 1-6".Ruri-_ --- 1-03: ------ 85 *43 23 dining 412 1-7 Run 561 1-6 Run - - - 1-1-0-- -207 46 *55 Family Room 412 1-7" Run 561 . 1-6" Run . - _- 106 -- 185 44 *49 great room 412 1-7" Run 561 1-6" Run 103 - 213 43 *57 Kitchen 412 1-7" Run 561 1-6" Run-- 74-- 249 31 *66 laundry--2nd floor landing 412 1-7 Run 561 1-6 Run 38- • 62 16 * 16 stairs pant_... __.___..._......_............_.._.._.__._....._....___._._........._.._.-----...._-__......_._._.--_-.--.._..___._____.._.._....__...__. .._.r..._.......:..._:_..__._ -.._:._....._._._.._-_—__._.._..._._.:..._ ry 412 1-7" Run 561 1-6" Run 26_ _ - 35 * 11 9 • • • Adtek AccuLoad Report Version 17.3.5 Page 10 .---1 - R Item#:444777 Specification Sheet Rev Date:2022-06-06 H ER�0 1 50H C_EOVIE � _ . 0J SP_ _ - Ai .�7, ®� 2 l� �d/ I_� �. us CENTMED V.-,4;9 - Fresh Air Appl1 iance - HRV k i Product #: 99401 TOWN OF 0UEE,, RY [3UiFans!ti(. C C)i:H S - wo(2l-factory=balanted fans with backward curved blades. Motors come - •-,;?'.-:—.. -J? _ with permanently lubricated, sealed ball-bearings to guarantee long life c,,_.�,t F and maintenance free operation. ., Heat Recovery Core -: :Cr ` ;.,tom • Counterflow heat recovery exchanger built from thermoformed polymer ;„ -,' ":� , ..,;.„, -t; ? plates covered by a limited lifetime warranty. Core dimensions are 14.4" } x 14.4"(366 x 366 mm)with a 12" (305 mm) depth. Our heat exchangers are designed and manufactured to withstand extreme 1 4-. temperature variations. :',V 0 WinterguardTM Defrost The unit incorporates a unique and quiet internal recirculation defrost that does not depressurize the home during the defrost cycle.A preset defrost sequence is activated when the outdoor temperature falls below - Fantech's most efficient series yet!The HERO 150H is ideal for high-rise 23°F(-5°C)-en_d automatically adjusts itself based on operating apartment applications, condominiums, single and multi family homes. conditions.The fan speed is also adjusted automatically to provide a With a completely new design the HERO 150H features a Counterflow smooth and quiet transition between Ventilation&Defrost mode. core, round metal collars and a high efficiency rating! Serviceability Features Core,filters, fans and electronic panel can be accesses easily from the • 6" (152mm) round metal duct connections with rubberized duct access panel. Core conveniently slides out with only 14" (355 mm) seals clearance. - • Removable screw terminal for easy connection with external access Duct Connections • Top port design fits in tight spaces 6"(152mm) round metal duct connections with rubberrized seal. • Includes wall mounting speed bracket • Counterflow heat recovery core Case • Multiple speed operation 22 gauge galvanized steel cabinet with a pre-painted steel corrosion • Internal recirculation defrost resistant door. • Integrated MERV-8 Filter • 52 lbs (23.42kg) including core Insulation - - - Cabinet is fully-insulated with 3/4"(20 mm)high density expanded Optional Controls: polystyrene.- - • ECO-TOUCH1A0 — Programmable Touch Screen Wall Control - • ECO-Feel — Automatic IAO Control Filters • EDF7 — Electronic multi function dehumidistat Two (2)washable electrostatic panel type air filters 7.87"(200mm)x 11.81" (300mm)x 0.125" (3mm).A MERV-8 supply filter is provided • EDF1 R — Multi-function dehumidistat with the unit.The MERV8 supply filter is intended for areas that it is • RTS-W — Wireless 20/40/60 minute timer required. In most cases the MERV8 supply filter is not required and it • RTS2 — 20 minute timer over-ride becomes optional at the home owner's discretion. MERV-8 dimensions • RTS5 — 20/40/60 minute timer 5.77"x 12.09"x 1.75" (146.5mm x 307mm x 44.5mm). • MDEH1 — Dehumidistat ' Balancing and commissioning Specifications Balancing must be completed using the Fantech ECO-Touch® • Duct size — 6" (152mm) round Programmable Touch Screen Wall Control • Voltage/Phase — 120/1 • Power rated — 180 W Warranty • Amp — 1.4 A Limited lifetime on counterflow exchanger, 7 year on motors, and 5 year • Average airflow — 161 cfm (76 Us) on parts. - @0.4"Ps(100 Pa) 227.9-1-4 RC-0653-2022 Sinatra Jr, Frank& Laura 105 Rockhurst Rd SFD/fnshd bsmnt/wood fp/new septic 2388 s.f. '••• fa n t e c.:::;:%. h o a systemair company i. Dk'nensions&Airflow 0 0 1 7,. 1i fresh air � to inside C D Iiiii:11 � fresh air • from outside o a _ . stale air 111L/ from inside _ stale air . p!�___ ___�U.( to outside A d B M • odel A B C 0 in mm in mm in mm in mm - HERO 150H 27 7/8 707 13 3/8 341 23 285 24 7/8 626 - Dimensional information is in inches.Clearance of 14"(355mm)in front of the unit is recommended for removal ' of core.All units feature three foot plug-in power cord with 3-prong plug. -.-- .- -- _ - - - -- ------Airflow-Airflow(Vs) Ventilation Performance - - -- _-.e.--- _24 - 47 71 94 11 - , 3 — Lie. E00 0 Reduced Speed . in.mg.(Pal 0.2(501 0.3(751 0.9 1100) 0.5(125) 0.6(150) 0.7(175) 0.8(200) 0.9(225) 1.0(2501 •• , ' 0 Med Speed -1•0 . O Normal Speed zsc . cfm(Us) cfm(Us) cfm(Us) cfm(Us) cfm(Us) cfm(Us) cfm(Us) cfm(Us) cfm(Usl o - 40 Normal Speed„ - - 3 - ' with MERV8 a Net supply airflow 180(85) 170(80) 161 (76) 150(71) 142(67) 131 (62) 121 (57) 110(52)- 97(46)_ -•g::°S - _ filter . zoo E I Netaupply.airflow it i' _ 1 I, 1 !1- - -- - . .. 13 with MERVS'fil- 158(751(,150(71).,142,(67).1143(63)'f 124(59)S1 114(541 1,104(49) 94(44)-is 84.(40) N iso 1 • II , l I - ® a- Gross supply.airflow 182(86) 172(81) 163(77) 153(72) 144(68) 133(63) 123(58) 112(53) -100(47)`--'y r ee 1d Gross'exhaust.airflow i 182(861:11 172:t811 ji 163(77111 153(72).ii'144.(68)i 133(63);=g 123:(58P11 112(53111;100(47) 0.2 : % ' • 50 "--Balancing Range:90 cfm(42 Us)to 210 cfm(99 Us) _ -If a balanced flow outside the above range is required,please revisit our product offerings to ensure a properly sized unit-is- -' °'so- so-' ioo iso . zoo 258 selected Airflow(cfm) _ Energy performance - • - - -= = --- Supply temperature Net airflow Consumed power Sensible recovery Ajusted Sensible Apparent sensible Latent recouery/moisture Heating efficiency recovery efficiency effectiueness transfer °f °C cfm Us B) % % % 32 0 70 33 60 80 86 89 0.01 32i._..^1I_6` —-- 1 1 4 --1 49 R -779-6._.--.___—."1(75-.--.-_- , _..._._-ric -- = -. . . :83 —._--_--,j o.01 _ --__-'-__ i 32 0 148 70 180 70 78 80- _ 0.01 ,:13 -25` 1i 68 _-._-_ 32 - ..._1-e5,, }',63___w.-.._ ,, 66 r; 1 86-_,_ -- `� 0 05. _--_- _._:__,:i. Energy performance results were obtained without the MERV-8 filter installed. -__- .-_ ' - Requirements and standards = ._- _ _ - _-__ • Complies with the UL 1812 requirements regulating the construction and installation of Heat Recovery Ventilators • Complies with the CSA C22.2 no. 113 Standard applicable to ventilators ____ ____ _ _ , • Complies with the CSA F326 requirements regulating the installation of Heat Recovery Ventilators .-- — -- _ • Technical data was obtained from published results of test relating to CSA C439 Standards.This-data was optained without the use of the MERVB • supply filter. - -- _ — • HVI certified and ENERGY STAR®qualified* • _ - - •This product earned the ENERGY STAR®by meeting strict efficiency guidelines set by Natural Resources Canada and the US EPA.It meets ENERGY STAR@ requirements only when used in Canada. . Contacts Distributed by: Submitted by: Date: Quantity: Model: Project#: Comments: Location: Architect: Engineer: Contractor: United States 10048 Industrial Blvd.•Lenexa,KS 66215•1.800.747.1762•www.fantech.net Canada 50 Kanalflakt Way•Bouctouche,NB E4S 3M5•1.800.565.3548•www.fantech.net •::••••.:. fantech O Systemair reserves the right to modify,at any time and without notice,any or all of its products'features,designs,compo- ••;•� nents and specifications to maintain their technological leadership position. •..•:. • a systemair company , i cn Generated by REScheck-Web Software o 0 "' T I o �� N d . icite Compliance Certificate " 0- � 7 46 2 Project PLAN NO 2388-22 ak ,.. �� 0 OCT -i n d Energy Code: 2018 IECC ----- r -n Location: Lake George, New York ®W� ®� �„ r"" ., ZY d Construction Type: Single-family BU1L®1(�iV�' `"`""' g 70 Project Type: New Construction �, A Conditioned Floor Area: 2,388 ft2 O Glazing Area 28% rt n N Climate Zone: 6 (7377 HDD) . w W . Permit Date: co N O Permit Number: U, hi N Construction Site: Owner/Agent: Designer/Contractor: 105 ROCKHURST RD FRANK&LAURA SINATRA WILLIAMS&WILUAMS DESIGNERS QUEENSBURY, NY 12804 33 SULGRAVE RD 509 GLEN ST SCARSDALE, NY 10583 GLENS FALLS,NY 12801 914-588-3691 518-798-4687 Compliance: Passes using UA trade-off Compliance: 2.1%Better Than Code Maximum UA: 754 Your UA: 738 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 . Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 388 49.0 0.0 0.026 0.026 10 10 Ceiling 1: Cathedral Ceiling 406 38.0 0.0 0.027 0.026 11 11 Wall 1:Wood Frame, 16"o.c. 385 21.0 0.0 0.057 0.045 18 14 Door:Glass Door(over 50%glazing) 20 0.300 0.300 6 6 Window:Wood Frame 51 0.300 0.300 15 15 Wall 2:Wood Frame, 16"o.c. 228 21.0 0.0 0.057 0.045 12 10 . Window 1:Wood Frame 11 0.300 0.300 3 3 Wall 3:Wood Frame, 16"o.c. 119 21.0 0.0 0.057 0.045 3 2 Door 1: Glass Door(over 50%glazing) 64 0.300 0.300 19 19 Wall 4:Wood Frame, 16"o.c. 29 21.0 0.0 0.057 0.045 2 1 Wall 5:Wood Frame, 16"o.c. 145 21.0 0.0 0.057 0.045 3 2 Door 2:Glass Door(over 50%glazing) 96 0.300 0.300 29 29 Wall 6:Wood Frame, 16"o.c. 29 21.0 0.0 0.057 0.045 2 1 Wall 7:Wood Frame, 16"o.c. 119 21.0 0.0 0.057 0.045 3 2 Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 1 ofll Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Door 3: Glass Door(over 50%glazing) 64 0.300 0.300 19 19 Wall 8:Wood Frame, 16"o.c. 228 21.0 0.0 0.057 0.045 10 8 Window 2:Wood Frame 46 0.300 0.300 14 14 Wall SF1:Wood Frame, 16"o.c. 234 21.0 0.0 0.057 0.045 10 8 Window 3:Wood Frame 33 0.300 0.300 10 10 Window 4:Wood Frame 19 0.290 0.300 5 6 Wall SF2:Wood Frame, 16"o.c. 17 21.0 0.0 0.057 0.045 1 1 Wall SF3:Wood Frame, 16"o.c. 13 21.0 0.0 0.057 0.045 1 1 Wall SF4:Wood Frame, 16"o.c. 160 21.0 0.0 0.057 0.045 8 7 Window 5:Wood Frame 14 0.300 0.300 4 4 Wall SF5:Wood Frame,16"o.c. 13 21.0 0.0 0.057 0.045 1 1 Wall SF6:Wood Frame, 16"o.c. 17 21.0 0.0 0.057 0.045 1 1 Wall SF7:Wood Frame, 16"o.c. 234 21.0 0.0 0.057 0.045 9 7 Window 6:Wood Frame 81 0.300 0.300 24 24 Wall SFB:Wood Frame, 16"o.c. 17 21.0 0.0 0.057 0.045 1 1 Wall SF9:Wood Frame, 16"o.c. 13 21.0 0.0 0.057 0.045 1 1 Wall SF10:Wood Frame,16"o.c. 160 21.0 0.0 0.057 0.045 8 7 Window 7:Wood Frame 14 0.300 0.300 4 4 Wall SF11:Wood Frame, 16"o.c. 13 21.0 0.0 0.057 0.045 1 1 Wall SF12:Wood Frame, 16"o.c. 17 21.0 0.0 0.057 0.045 1 1 Floor:Slab-On-Grade(Unheated) 45 10.0 0.480 0.480 0 0 Insulation depth:4.0' Basement Wall 1:Solid Concrete or Masonry Wall height: 8.0' 210 21.0 0.0 0.043 0.050 8 9 Depth below grade:7.0' Insulation depth: 8.0' Window:Wood Frame 27 0.300 0.300 8 8 Basement Wall 10:Solid Concrete or Masonry Wall height:8.0' 100 21.0 0.0 0.051 0.050 5 5 Depth below grade:4.0' Insulation depth: 8.0' Basement Wall 11:Solid Concrete or Masonry Wall height:8.0' 77 21.0 0.0 0.055 0.050 4 4 Depth below grade:2.0' Insulation depth:8.0' Basement Wall 2: Solid Concrete or Masonry Wall height: 8.0' 8,605 0.0 15.0 0.046 0.050 396 430 Depth below grade:7.0' Insulation depth:8.0' Basement Wall 3:Solid Concrete or Masonry Wall height: 8.0' 77 0.0 15.0 0.049 0.050 4 4 Depth below grade:6.0' Insulation depth:8.0' Basement Wall 4:Solid Concrete or Masonry Wall height: 8.0' 100 0.0 15.0 0.055 0.050 5 5 Depth below grade:4.0' Insulation depth:8.0' Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 2 of11 Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor U-Factor UA UA Perimeter Basement Wall 5:Solid Concrete or Masonry Wall height: 8.0' 92 0.0 15.0 0.059 0.050 5 5 Depth below grade: 2.0' Insulation depth:8.0' Basement Wall 6:Solid Concrete or Masonry Wall height: 8.0' 23 21.0 0.0 0.056 0.050 1 1 Depth below grade: 1.0' Insulation depth:8.0' Basement Wall 7:Wood Frame Wall height:8.0' 112 21.0 0.0 0.060 0.050 2 2 • • Depth below grade: 0.0' Insulation depth:8.0' Door:Glass Door(over 50%glazing) 80 0.300 0.300 24 24 Basement Wall 8:Wood Frame Wall height: 8.0' 23 21.0 0.0 0.060 0.050 1 1 Depth below grade:0.0' Insulation depth:8.0' Basement Wall 9:Wood Frame Wall height: 8.0' 92 21.0 0.0 0.060 0.050 6 5 Depth below grade: 0.0' Insulation depth:8.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jessica Chenier Bulman C4 , U�li:E 04/13/22 Name-Title ignature Date 4AQISS /o, 09 '>> . -2SL9g0 VO P, 4r Y+.;,, . tr • rn f 6o��1'1113)i O�y � 44 JOS • - Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 3 of11 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified- ;Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate , : ❑Does Not [PR1]1 energy code compliance for the ' �� building envelope.Thermal :Not Observable :envelope represented on ❑Not Applicable :construction documents. i ' t 103.1, Construction drawings and EComplies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. r ❑Not Observable (? Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr EDoes Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable ij Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. pP Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 4 of11 Section Plans Verified . Field Verified • # Foundation Inspection °, Complies? Comments/Assumptions &Req.ID .-.Value :Value, 402.1.2 Slab edge insulation R-value. R- R- Complies See the Envelope Assemblies [Foi]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. j ❑ Heated ❑ Heated ['Not Observable :Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies - [F03]1 depth/length. ❑Does Not table for values. V ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope Assemblies [F04]1 insulation R-value.Where interior R- R- ❑Does Not table for values. a insulation is used,verification ❑Not Observable may need to occur during Insulation Inspection.Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall • ❑Complies [F05]1 insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable '❑Not Applicable 402.2.9 :Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies - - [F06]1 'insulation depth of burial or ❑Does Not table for values. g distance from top of wall. ['Not Observable ❑Not Applicable 303.2.1 IA protective covering is installed ❑Complies [FOil]2 to protect exposed exterior ❑Does Not • insulation and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [F012]2 controls installed. ❑Does Not 4 • ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) `3_ Low Impact(Tier 3) Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 5 ofil , Section Plans Verified ' Field Verified # Framing/Rough-In Inspection Complies? , Comments/Assumptions q. &Re ID ;Value , Value. f 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 :Not Observable [FR2]1 ❑Not Applicable U 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. ❑Not Observable ,❑Not Applicable 402�Air barrier and thermal barrier ❑Complies [FR23]i installed per manufacturer's ❑Does Not U instructions. ❑Not Observable ' '❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR2O]i is listed and labeled as meeting ❑Does Not a AAMA/WDMA/CSA 101/I.S.2/A440 ['Not Observable or has infiltration rates per NFRC ; 400 that do not exceed code :Not Applicable limits. ' i 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish . ❑Does Not and labeled to indicate 52.0 cfm leakage at 75 Pa. ['Not Observable ! ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated>= R-8 where duct is ❑Does Not co >=3 inches in diameter and>= ['Not Observable R-6 where<3 inches.Supply and return ducts in other portions of ❑Not Applicable the building insulated>=R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3.2 Ducts,air handlers and filter i❑Complies [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with U !International Mechanical Code or ❑Not Observable ;International Residential Code, asl ❑Not Applicable applicable. 403.3.5 !Building cavities are not used as , ❑Complies [FR15rf i ducts or plenums. ❑Does Not E - ['Not Observable ,❑Not Applicable 403.3.7 !Ducts declared to be within the ❑Complies [FR2813 ;conditioned space are either 1) ❑Does Not - i completely within the continuous :Not Observable air barrier and within the building ;thermal envelope,2) buried ❑Not Applicable !within ceiling insulation in - !accordance with Section R R403.3.6 and the air handler is 'located completely within the continuous air barrier and within !the building thermal envelope land the duct leakage is<= 1.5 i cfm/100 square feet of Iconditioned floor area served by !the duct system,or 3)the ceiling {insulation R-value installed !against and above the insulated Iduct>=to the proposed ceiling insulation R-value,less the R- lvalue of the insulation on the 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 6 of11 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to all- 3. ❑Not Observable ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies [FR24]1 'piping. ❑Does Not ['Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not <}� :Not Observable ❑Not Applicable 403.E Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ['Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 7 ofll Section ' Plans Verified "Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. • '❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least'/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable U requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]L manufacturer's instructions. ❑Does Not :Not Observable ❑Not Applicable Additional Comments/Assumptions: • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 8 ofll 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, El Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.E ❑Not Observable [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every I } 300 ft2, :Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent ❑Does Not Ito sof it 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 all-value of the ❑Does Not adjacent assembly. [Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. [Not Observable ❑Not Applicable 402.4.2 Wood-burning fireplaces have ❑Complies [FIB] tight fitting flue dampers and ❑Does Not outdoor air for combustion. , ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27I1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a Not Observable pressure differential of 0.1 inch ❑Nat Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system :including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in Not Observable tests,verification may need to ❑Not Applicable 3occurduring Framing Inspection. 403.3.2.1 Air handler leakage designated ElComplies [FI24]1 by manufacturer at<=2%of ElDoes Not design air flow. [Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9I2 installed for control of primary ❑Does Not heating and cooling systems and ' initially set by manufacturer to Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) -2 Medium Impact(Tier 2) -3. Low Impact(Tier 3) Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 9 ofll Section Plans Verified Field Verified Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value, 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or - ElDoes Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ElDoes Not HVAC equipment meet efficacy and air flow limits per Table ['Not Observable {R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat `❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated'water circulation systems ❑Complies [FI28]2 have a circulation pump.The ElDoes Not system return pipe is a dedicated ,return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and J no demand for hot water exists. 403.5.1.2 lElectric heat trace systems DComplies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the , piping. 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ElDoes Not manage operation of the pump and limit the temperature of the :Not Observable water entering the cold water ❑Not Applicable piping to<= 104°F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA Does Not 655.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to ,three or more showers. 404.1 90%or more of permanent ❑Complies [FI6]i fixtures have high efficacy lamps. ❑Does Not [Not Observable ❑Not Applicable 404.1.1. {Fuel gas lighting systems have tiComplies [F123]3 no continuous pilot light. ,❑Does Not t i ❑Not Observable DNot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 10 of11 Section Plans Verified, Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID - 401.3 Compliance certificate posted. ❑Complies [FI7]2 i ❑Does Not '❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1). 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PLAN NO 2388-22 Report date: 04/13/22 Data filename: Page 11 ofll 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 10.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 Door 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments 52 , O C= i`p O.! 6 G.► O G Ti O '9 >"� G•Y_mQO'� On ='< 5• O Q _� .^..7 C� EG_i N P: z O �. <y �. 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NJ i .Dual blower only compatible with 36°,42'and 48"models ' t 1" _f;,...'.., -7/ . . =—�`_-15 it 1 Yii 1129-7/8" (30"),35-7/8" (36") i� ! # »: ,.. ! 41-7/8" (42"),47-15/16"(48") I.` ,i-.s Lrj ; 'r./ .,: f. + . c : ; ii �r-szt I i, k F+ '` 1 TOP ,. ��R', °v i<<`' • , i'' pal � ,, 5 i qLa. , � . { .i r zq',.t, 37° I **155/16' f `,. ,' ,. :, s »y V " ''•� A , i se; ;')r .;• t / °,i x 11" R • 7 � '{ �} Jil y t I-!Ifi q„4 t.,ac, 1 V t ? , .\ 4 4 `6 ityp'+\--. y" ,-`,( '' :1 3" 22-1/2" rr SIDE I 1-1/4" 4-1/16" 1 Includes Wireless Remote Control 11/16" 4-9/16" 9-7/8" 4-9/16" 3-1/4" A. I,• 2-3/16" A b m— v ' 8 7-3/8" round C/L----- FM • A ENVIRONMENTAL DESIGN��U� NN �� mmnnme 1z��mn Park,mr1�m PARTNERSHIP, ��~ ~ (11:3)518 3717621 (11:::�)518 371 9540ed1p111pzom mhaping�hephyoica| en"imnmen� ............... ............... ............... January 11. 2O24 Town ofQueenobury Building & Codes 742 Bay Road C>ueenobury. NY 12804 Attn: John O'Bhen. Director Re: Sinatra Residence- 1O6RookhurstRoad Dear Mr. O'Bhen: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans, prepared by this office, reviewed and approved by the Town as associated with the wastewater system app|ioation, are as follows: Proposed Site Improvements for the Sinatra Residence 1O6Rookhumt Road, Town ofQueenobury July 28. 2O21 Sheet3- Site Plan Sheet8- VVaotevvaerOetai|o SheetQ- Enhanced Treatment Details During the course of construction Environmental Design Partnership LLP was on the job site to observe key components of the system installation on January 4th of2O24. | have provided an 'ao-bui|t' plan which indicates the system component locations, in accordance with the approved Town plans. Based on my inspection of the system installation it is my opinion that the wastewater system io in compliance with the intent of the approved design plan and is ready for operation. Sincerely, ~.- �4— ConnorOeMyer. PnojeotEngineer. Attachment Z ° o �* eL co a- c W G } J a W Z N LLJ �." r, f l r, I /r/ , IL 14 co 04 / / / r >/../. /////, .,, rG / /. , ✓ / _, .r ,.. r .rrr, i /.. r N / ,/ ,a. ,/r 1. ,/ ... / ,✓ ,,, � ,/ rr ,... / r 'a.. / rrr l G � rr c, / / ✓/i , - ,i-; /r„r / cr � Ak, "r„ r�' %��, r/ /%, Z' / 4011, � � / p rrr � LL x ,r 411 1 glx h / „ / ' co % ri /''ri M W ¢ % W Y %i co ! d r / ri// U l rr0 co // , jsz/ /, o�,; �r W W w W 41/5" /ai r %rLU r J J// O m //. ,,,,,; Z �,a // .r.„ /,// c a / i o H H ,. r/r r /.r/r, /,,, W %//'°' � � W /i r ✓,., r, U rrr, c w (-) 0 n Z Lu/,,, /i,. ri'/ /. /,. ✓ / r o<:.. /I,/ ,;,,ram," // // �%//ii�i �/r r,rI1ti,,ra„ rr,,,..,,/,,/rr,,r /r r l//✓ ✓,,,(r/,. /Jrr/r//��., iGrrr rr„ � /i/, r,,/c.✓,�/ �/r A LO4 BUILDING o C) SEWER OUTLET / / REVISION DATE BY ;PUMP TANK i o o AS—BUILT DIMENSIONS AC 30.2 ao 60.6 AE 38.4 owa SCALE: A:F 64.5 1 "=20' B:C 14.9' B:o 22.2' SHEET TITLE: B:E 28.8' Asmar wFORmAnON sNOwv NE1?EON REPRESENTS E B:F 32.9' AERIAL IMAGERY TAKEN .AANUARY 4, 2024 AND GRAPHIC SCALE ARE NOT DEEMED sAA?YEY ACUIJRAn W W AS B U I LT 5 w co w J 20 15 10 5 0 20 40 80 SHEET N 0. LL (IN FEET) 1 of 1 0 1 INCH = 20 FT. U STORMWATER DESIGN NOTES: Z In € PERMEABLE BLOCK PAVER (SMA#3) REGULATORY AUTHORITY: TOWN OF QUEENSBURY CONTRIBUTING IMPERVIOUS AREA = 765 SF (DRIVEWAY) W J o PROPOSED MANAGEMENT DEVICES: THE FOLLOWING BREAK-DOWN PROVIDES INDIVIDUAL VOLUME OF STORMWATER RUNOFF = 765 SF x 1.5 GAL/SF Q"J (L 3 DRAINAGE AREAS FROM THE ASSOCIATED IMPERVIOUS SURFACES AND THE PROPOSED - 1,148 GAL. z Q MANAGEMENT DEVICES. AND INCLUDES 1.5 GAL/SF OF NEW IMPERVIOUS AREA TO BE = 153 CF F T DRIVEWAY AREA - 765 SF CAPTURED BY SMA DEVICES. RESERVOIR DEPTH - 0.5 FT % Lju VOIDS - 40% SHALLOW GRASS DEPRESSION (SMA#1) VOLUME PROVIDED = 765 SF X 0.5 FT X 40% Z"Z CONTRIBUTING IMPERVIOUS AREA = 688 SF (SOUTHERN 50% ROOF & DECK) = 153 CF G� " VOLUME OF STORMWATER RUNOFF = 688 SF x 1.5 GAL/SF GUTTER DOWNSPOUT 1,032 GAL. TO SMA#2 138 CF Z""..,... "-a co DEPRESSION AREA = 140 SF SMA#2 SHALLOW GRASS W "O DEPRESSION DEPTH = 1.0 FT DEPRESSION f 156 CF /vL VOLUME PROVIDED = 140 SF X 1.0 FT PROPOSED FIRE SILT FENCE, �/ /,ur�, � o PIT AREA TYP. TURF REINFORCED N = 140 CF OVERFLOW SPILLWAY=340.00 NEIGHBOR CN N cu SHALLOW GRASS DEPRESSION (SMA#2) TW=333.00 SHED d>_ co CONTRIBUTING IMPERVIOUS AREA = 660 SF (NORTHERN 50% ROOF & DECK) BW=332.00 p � Z all VOLUME OF STORMWATER RUNOFF = 660 SF x 1.5 GAL/SF - - CD cn u cu o g = 990 GAL. X� y ; .50 A.L.O. 108 ROCKHURST n' 133 CF WATERLINE TO SERVE ", X WW SYSTEM Z DEPRESSION AREA = 156 SF RESIDENCE (FINAL 26' DEPRESSION DEPTH = 1 FT LOCATION PER M�M X`SS9�„ �� W Z + VOLUME PROVIDED = 156 SF X 1 FT CONTRACTOR % � ' � u = 156 CIF a, 340 o W W 75 SMA#3 PERMEABLE o _ a BLOCK PAVER + OD DOUBLE SILT �;�� - _ __ AREA=765 SIF c SITE DEVELOPMENT NOTES: FENCE C4 10 a (n — WATER SUPPLY WILL BE FROM LAKE GEORGE M — I M INSTALL IMPERMEABLE z r 3et3 MEMBRANE BETWEEN cs,. — THE POWER SUPPLY WILL COME FROM THE EXISTING M 4 BEDROOM ,� uj PROPOSED �r PERMEABLE PAVERS UTILITY POLE ON ROCKHURST TO THE MAIN SHUTOFF N HOUSE IN THE PROPOSED HOUSE I M M (AND SEPTIC FIELD SEE Y SITE LIGHTING WILL BE TYPICAL RESIDENTIAL LIGHTING TW=334.00 ±929 SF FOOTPRINT DETAIL) W Ln WITH BUILDING MOUNTED FIXTURES, AND A POST 0 +' LIGHT FOR WALKWAY AREAS. - - - BW=331.00 i� ,;� _ } aj FF=343.25 _ — SUPPLEMENTAL PLANTINGS AROUND THE RESIDENCE S i VJ WILL BE TYPICAL OF A RESIDENTIAL LANDSCAPE NOD 8 Q W PLAN AND WILL BE DETERMINED BY THE OWNER AND �N - J A �I_ I O 0] Z LANDSCAPE CONTRACTOR FOLLOWING CONSTRUCTION J aj OF THE HOME r7 L_� i W xz } — ALL NEIGHBORING PROPERTIES TAKE WATER SUPPLY 111 I N FROM LAKE GEORGE r r7 0 MI W i V) Lu �.,. �� i r r /n X . "� (�r CL U PROPOSED RETAINING WALL & �� 1 a 339 YLL Z„ U „ �, ;�' A.L.O 102 0 W BLOCK PAVER/ STONE STEPS. y , ROCKHURST Z W L ,,� AVGRWALL HEFACE GHT t12 5 FT �� WW SYSTEM � � 0 Q d WALL LENGTH= ±40 FT , PROJECT SITE SLOPES NOTE: �_� �X X WALL SURFACE AREA= ±100 SF 109.26 / GUTTER DOWNSPOUT REVISION DATE BY THE ENTIRE PARCEL HAS SLOPES THAT Ln EXCEED 15% WITH THE EXCEPTION OF THE GRAS 1 SHALLOW TO SMA#1 REVISE PER TIDE COMMENTS 2/17/2021 NLz o ADDED NEIGHBOR SEPTIC FIELD z/is/zozi NLz UPPER 30 FT X 80 FT PARKING/ SEPTIC GRASS DEPRESSION AREA ALONG THE EASTERN PROPERTY LINE ±106 CF d (FRONTAGE ALONG ROCKHURST ROAD) NOTE: TW=333.00 FINAL PANS TO rowN 3/16/2021 cvo 0 i FOR VARIANCES & BW=332.00 TURF REINFORCED OVERFLOW + SETBACKS, REFER TO SPILLWAY=340.00 L SHEET 4 CLARUS FUSION 450 ETU 15' X 31' PRESSURE SCALE: POINT OF LOWEST DISTRIBUTED SEPTIC ADJACENT GRADE. ABSORPTION BED (SEE 1 =20' o 1,000 GALLON PUMP TANK FINISHED GRADE=339.00 WASTEWATER VARIANCE i ROOF PEAK ELEV=366.00 PLANS) SHEET TITLE: L PROJECT DESCRIPTION: TOTAL HEIGHT=27.00 FT 4 THE PROPERTY AT 105 ROCKHURST ROAD CONSISTS OF A SINGLE FAMILY 4" PVC SDR-26/35 SEWER RESIDENCE. THE PROPOSED PROJECT INVOLVES THE REMOVAL OF THE EXISTING LATERAL 0 �" / FT MIN. SLOPE GRAPHIC SCALE SITE PLAN v DWELLING AND REPLACEMENT WITH A NEW t929 SF DWELLING. THE EXISTING DRIVEWAY WILL ALSO BE REMOVED AND REPLACED WITH t 765 SF OF POROUS Q BLOCK PAVERS. IN ORDER TO ATTENUATE THE STORMWATER RUNOFF FROM THE INCREASE IN IMPERVIOUS AREA OF THE NEW DWELLING, TWO SHALLOW z GRASSED DEPRESSIONS ARE ALSO PROPOSED. THE PROPERTY RECEIVED 2" FORCE MAIN SHEET NO. � WASTEWATER VARIANCES FROM THE TOWN OF QUEENSBURY BOARD OF HEALTH 20 15 10 5 0 20 40 80 ON SEPT 27, 2021 #BOH55, 2027 (IN FEET) 3 a 3 1 INCH = 20 FT. o' 1.5" PERFORATED PIPE C C NOTE,ORIFICES TO BE AT TOP OF PIPE WITH (138" DIA ORIFICE SPACED ® N �? 30" FRAME AND COVER TO BE 4 FT INTERVALS) � Q ORIFICE SHIELD U) G. HEAVY DUTY PLASTIC FRAME AND PRECAST PLASTIC 1.5" SDR- 21 2'5 (TYP.) COVER ASSEMBLY BY POLYLOK RISER BY POLYLOK OR W J 0 OR EQUAL EQUAL AS NECESSARY -INSTALL ONE ORIFICE AT PIPE BOTTOM FROM PUMP TANK �� rr d FIX FLOAT BRACKET FOR DRAINING In TO TOP OF TANK OR �J Ql RISER SECTION. 1.5" DISTRIBUTIONFOLD 'Q � Z 12' " PRECAST CONCRETE PUMP CHAMBER (1000 GAL "' ATER SUPPLY SEPTIC TANK)W/ 30"OPENING Lu OPTIONAL BY UTOPIA ENTERPRISES OR EQUAL . Zw m SHUTOFF GUIDE RAIL '� ,3----- SYSTEM FLEXIBLE BOOT Z TIMER BY CONERY TYPE CONNECTOR (TYP) ,t9 00 OVERRIDE MANUFACTURING EXTEND 1 FT, _ ©* AO BE 4ATTO CONTROL PANEL 29, n ALARM OUSE-SEE NOTE TYP. ( Of ry FLOAT TO SEPTIC TANK 4 .• UNION 4"PVC AT 1%a MIN. �� 31' DISCONNECT PLAN VIEW r . Y "" o 00 TURN BALL VALVE DRAIN BACK 4 VALVE FOR COLD CLIMATES AND SEASONAL APPLICATIONS F LAYER OF FLOW 15"t BACKFILL 12"-18" FILTER FABRIC NO TO DISTRIBUTION BOX SEE OTE BALL CHECK VALVE N Q 11" PERFORATED PIPE 2"PVC � 00 cu S 2" PVC FORCE MAIN CH-40 o LL TIMER 12" OF STONE O N N N } N A. ENABLER (3/4" TO FLOAT - 1-1/2" DIA.) Z CD STONE BACKFILL TO �° LL SPRINGLINE OF PIPE (TYP.) (lJ (lJ SUBMERSIBLE EFFLUENT PUMPS, 6•MIN CRUSHED STON 0 E . MODEL 3885 BY GOULDS PUMPS LEVELING FOUNDATIO W cd Q TI I c OR APPROVED EQUAL NOTE: SEC ON V EW ` c -ALL PIPE CONNECTIONS i0 USE 1 PRESSURE FITTINGS X ti UN I U U M ABSORPTION BED -CONTROL PANEL TO BE A TIME +' DOSE PANEL-SJE RHOMBUS IFS NOT TO SCALE U SERIES OR EQUAL 0 W Z O -FLOAT SETTINGS TO BE DETERMINED BY THE ENGINEER DURING WASTEWATER 01 DUPLEX PUMP PIT SYSTEM STARTUP W Lu 75 3 d NOT TO SCALE O Q d FINISHED GRA�L_j FINISHED CRADE Z —III— HI IL =0 L 1 IL U D 3 UT FLUSH CLEAN OUT 3 UNDER A BDTf01ALE55 1 IRRIGATION VALVE COVER (U MANIFOLD LINE GENERAL SANITARY NOTES: W CD (REFER TO PUNS FOR SET TURN-UP COVER ON 2K CENTER OR END OF LINE) ABSORPTION BED STONE O U1 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS v PVC LATERAL PRIOR TO CONSTRUCTION. 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. U+ 0 l Q W Td00. S� 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS SHALL BE 20 FEET. Q O m Z HOLES WITH ORIFICE I' ' Ir (n > d C. 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET. W ` Z II I STONE11 eEo 5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. U) VJ � 8 EA ORIFICES SPACED tj OF ORIFICE SPACING 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. O o Q +/— OF AT 4' O.C. TO FIRST HOLE ^^ = U 1 ORIFICE SPACING L.L Y LL 7. REQUIRED INSPECTIONS TO BE PERFORMED BY PROFESSIONAL ENGINEER Ln CD TO FIRST HOLE ( ) U Q W i A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION. O Z of d PRESSURE DISTRIBUTION LATERAL DETAIL 6) OF ANYC) BACKFILLINGINSTALLATION BED AREA. REQUIRED FILL MATERIAL. M 0 Q NOT TO SCALE D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. �fffLLL"'111+LLL O O� > to > FINAL GRADE 12" THICK WASHED 1.5" PERFORATED PIPE CRUSHED STONE BED 8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2" DIAMETER. REVISION DATE BY 1 NON WOVEN DIA ORIFICE SPACED (" TO 1}" STONE) 9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. REVISE PER TOE COMMENTS 12/17/2021 NLZ p FABRIC 0 4 FT INTERVALS) 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE ADDED NEIGHBOR SEPTIC FIELD 2/15/2021 NLZ ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. d FINAL PLANS TO TOWN 3/16/2021 CVD 0 11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT GARBAGE GRINDERS ARE TO BE i INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. . .. .:., . to 12. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. i ..- :'` 13. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. SCALE: ---- ----- ----- ----- AS SHOWN 14. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER UNDERGROUND O UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. i APPROXIMATE IIISHEET TITLE: i EXISTING GRADE s MIN WASTEWATERUl VERTICAL a DETAILS BED AREA TO BE PLACED AT SEPARATION EXISTING GRADE. REMOVE ORGANICS — TO GROUNDWATER AND LEVEL BED AREA PRIOR TO OR ROCK z PLACEMENT OF STONE SHEET N 0. Li WASTEWATER SECTION NOT TO SCALE 8 3 ° E 0 U) c INSTALL ONE DEDICATED 115 VOLT,20 AMP AWE —X W J Q y ISOLATED ELECTRIC CIRCUIT FROM THE MAIN """" _j ELECTRICAL SERVICE TO FUSION PANEL. INSTALL POgm 0 ' A GROUND FAULT INTERRUPTER(GF1)EXTERIOR —I d QT OUTLET INSIDE THE RISER WHERE THE NR UNE � � +� FUSION CONTROL PANEL / oP.0- CONTRACTOR INSTALLER COMPRESSOR IS LOCATED. NP1ER MUST READ & FOLLOW INSTRUCTIONS F- } INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED & PROCEDURES CONTAINED caxUplµ% f/) d ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL SERVICE IN CLARUS INSTALLATION MANUAL TO FUSION PANEL. INSTALL A GROUND FAULT WE W ;;0,,, INTERRUPTER (GFI) EXTERIOR OUTLET INSIDE THE RISER DWELLING ® WHERE THE COMPRESSOR IS LOCATED. INSULATE TOP OF UNIT W/ EE.- Z Z, RIGID FOAM INSULATION. OWE AR ua'nu ro UNE cammE RINEL ., DO NOT INSTALL UNDER DRIPLINE OF ROOF. R-8 PROTECTION REQUIRED UNE c MINIMUM. EXTEND RIGID TUFTITE Box NOT «� INSTALL TUFTITE BOX SHOWN FOR CLARITY Q" ON STONE PAD, TO PROMOTE INSULATION 12" BEYOND r" C DRAINAGE AWAY FROM COMPRESSOR. TANK ON ALL SIDES co AIR COMPRESSOR INSULATED LID TYP. W 24"x 18% 6" THICK STONE PAD INSTALL THE FUSION WITH ONE 6-INCH RISER TO BRING N O ' N THE LIDS TO GRADE. TYP. AIR LINES TO FUSION N 3/4"0 SCD 40 PVC Q OR APPROVED EQUAL D(5 0i APPLY TWO BEADS OF SILICONE SEALANT N N FULLY AROUND EACH RISER SECTION PRIOR O N N CLEANOUT TO SECURING WITH SUPPLIED SCREWS. TYP. . J m PTO PUMP TANK LL Z CD ---- ---- ---- ----- -- BUILDING r , SUITABLE GRANULAR MATERIAL SHALL ruFrlrE BDx U) III Q o SEWER LINE AIR LINES TO FUSION BE PLACED ON THE SIDES OF THE PLAN VEW VJ W u FUSION UNIT TO BRING THE 3/4"� SCD 40 PVC X FUSION TREATMENT UNIT SURROUNDING GROUND TO GRADE. LAIR ox PLACED OR APPROVED EQUAL Q CONCRETE ANCHORING AS SHOWN WHEN PAD, TO + ---- ---- ---- DRAINAGE AWAY W � U FUSION VENTS THROUGH HOUSE VENT. IF HOUSE REQUIRED IN HIGH WATER TABLE AREAS. PRESSOR. DO NOT SEE FUSION OWNER'S MANUAL FOR MORE NDER DRIPLINE OF VENT IS NOT IN PLACE OR EXISTING VENT SYSTEM INFORMATION. CONSULT SPECIFYING DOES NOT MEET THE BUILDING CODE AND THE FUSION ESSORMANUFATURER'S RECOMMENDATION & REQUIREMENTS, ENGINEER FOR REQUIREMENTSWA SEPARATE VENT MUST BE INSTALLED CKS TANK EXCAVATION SHALL EXTEND > Q a 12-18"LONGER AND WIDER THAN CAPILLARY AIR LINES TANK. i0 CONTROL PANEL O d FUSION SHALL BE PLACED ON 6"LAYER OF WASHED STONE PAD N BROKEN STONE (1/4 - 1/2 "O) @ LEVELED TO FUSION 450 TANK MEASURES AIR LINES TO FUSION. WITHIN 1/8-INCH SIDE TO SIDE AND END TO END. 85'L x 44" x 62'H 3/4"¢ SCD 40 PVC /1 J OR APPROVED EQUAL LCL a_ G u 3 CLARUS FUSION 450 QUAILS NOT TO SCALE lil CD 0 N v) a p � � W 0 pmZ v �W/� � ZH +d v) (n LU Q OQ � =� a6 Q FUSION I PANEL � Y Il ov our O 0 ZLU o 11 OV IN ALARM MO No Z of d oo < v OD RISER REVISION DATE BY STPNDPRD & M REVISE PER TIDE COMMENTS 12/17/2021 NLZ CD 110 V r0 FLOATS ADDED NEIGHBOR SEPTIC FIELD 2/15/2021 NLZ 110 V TO PUMP OR UV 6 110 V FINAL PLANS TO TOWN 3/16/2021 CVD O i _ IR COMPRESSOR INSTALL N RISER WATERPGHr W/ Ul POLY SHEET INSIDE BOX i BLOCKS OR BRICKS SCALE: Y 20 AMP CIRCUIT ALARM AS SHOWN o WASHED COMPACTED GRAVEL FROM POWER PANEL 110 V r0 CONTROL FLOAT r0 FUSION PANEL 110 V TO PUMP T COMPRESSED AIR r0 FUSION UNIT SHEET TITLE: L 4 FUSION 450 & UV UNIT WIRING DETAIL ENHANCED TREATMENT ou NOT TO SCALE DETAILS 0- SHEET NO. 9 3 ENVIRONMENTAL DESIGN��U� NN �� mmnnm�1z��mn Park,mr1�m PARTNERSHIP, ��~ ~ (11:3)518 3717621 ed1p111pzom mhaping�hephyoica| en"imnmen� ............... ..............."I'l""I'll""I'll'll""I'll""I'll",'ll""I'll""I'll'll""I'll""I'll""I'll""I'll",'ll""I'll""I'll",'ll""I'll""I'l'll""I'll""I'll""II............... February 7. 2U24 Mr. John O'Brien Code Enforcement Officer Town cfQueenobury 742 Bay Road C>ueenobury. NY128O4 Regarding: Sinatra Site/Stormwater Management Certification Letter 1O6RookhumtRoad Queenobury. New York Dear Mr. O'Brien: Our office has been on site to observe the otormwater design installation. Based on the inspection of the stormwater management devices it is my opinion that the sizing of the southern shallow depression (SMA#1) ioin substantial compliance with the design intent. The northern shallow depression (SMA#2) and Permeable Block Pavers (SMA#3) have not yet been installed due to the time of year and weather conditions. The project site has also yet to receive the plantings and seeding listed on the site plans, also due to weather restrictions. The site contractor has informed me that these devices and plantings will be installed this spring and at the time my office will return to the site to perform our final site inspection. In my opinion, the site is in substantial compliance with the approved plans and a temporary CO, with a final site inspection for final COtobe issued in the spring, ioappropriate. Please do not hesitate to contact meif you have any questions. Sinceme|y, Nicholas Zeg|en, P.E. Pir(�)JentK8mnmger EnVironnnentm| Design Pmilrnenahip