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2004-947 41" TOWN OF QUE E NSB URY 742 BayRoad, eensb NY 12804-5902 (518) 761-8201 � � Qu ury, Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040947 Date Issued: Tuesday, July 28, 2009 This is to certify that work requested to be done as shown by Permit Number P20040947 has been completed. Location: 227 ASSEMBLY PT. Rd Tax Map Number. 523400-226-019-0002-022-000-0000 Owner. PATRICK & KATHLEEN CURTIN Applicant: PATRICK & KATHLEEN CURTIN This structure may be occupied as a: Fireplace By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the / property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the o Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. Aek` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040947 Application Number: A20040947 Tax Map No: 523400-226-019-0002-022-000-0000 Permission is hereby granted to: PATRICK &KATHLEEN CITRTIN For property located at: 227 ASSEMBLY PT. Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: PATRICK&KATHLEEN CURTIN 5 PLANE TREE Ln Fireplace DIX HILL, NY 11746 Single Family Dwelling $550,000.00 Total Value $550,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-947 3680 SQ FT SINGLE FAMILY DWELLING $446.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, February 18,2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o u sbury; Friday February 18, 2005 SIGNED BY !/ for the Town of Queensbury. Director of Building& Co Enfo\-ment Building Permit Application Town of Quecnsbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit Pile No. c>900 Li-" 7 2i No itisp will be made until applicant has received a Fee Paid $�iI_ d building permit. All applicants' spaces on this Rec.Pee Paid $ / © �' ZS �' No • application must be completed and must appear on the application form. • Reviewed B Applicant: {' .s,j' rox:o lvr:Jt2 Owner: p TIC-21 Address: Ji I t..aNGr- At taEY Address: 5 PiANe t-e9-N - z-,& rD6 S PA-i rs4Gt-$ NY fD ik i-�ti,�S t Y Phone#(‘)t'l) ,- ' s; I2� oo Gal I ) <973. c7' (,,1ll • Property Location: Lot Number:—/ House Number Z2- / Ass 1=M ta.ie Pv;N r- lep • Subdivision Name: Tax Map Number: 2 2-(o. t'1 -- 2- 22 New Building: -. _)/commercial 'Estimated Market Value of Construction: $ c SC)t 0 Addition: residence/ commercial if an Addition,what will use of new addition be? Q Alteration: residence/ commercial No change to exterior size: residence/com'l X Other work(desorlbe D EM 1Tt )of f?1C Mr?N C4. ',��t ,A,N Cr- • - • Check OccupanCylnformatloII 1"Floor 2"Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Foot .?at' Single Emily dwelling 225 0 1 It 3 0 Two family dwelling o Townhouse • o Multifamily dwelling #of units o Office RECEIVED o Merle ° M.132111filettleilg UEC tl '/ LUU4 0 1 car detached garage 0 2 oar detached garage I Uw N OF QDEtt<iSbUP,Y 0 3 car detached garage BJ WING AND COOC{_ Cl 1 oar attached garage O 2 oar attached garage O 3 car attached garage 0 Storage building- commercial o Storage building- residential 0 Other What is the proposed height of the structure_.2(,2 feet 1 0 Will inches G ��-� any second-hand or ungraded lumber be used? If so,for what? N o Type of Heating System: electric/ oil / gas/wood / orced hot a' / baseboard/other:,,,_ � Number of flrenlaces to be insttalled I Number of Woodstoyes to be installed 1 L f hue T' List below the person(s)responsible for supervision of work as regards to building codes: Nemo Address Phone Number Builder e- M<:.CA-LL 14$ci C, C Plumber P-AvA Pc) Re>x 45-63 Q•: e .s t NY 1ztc4 Mason AAA 8kk+.r iNA RcAt ( 2J i?nE I r ANN NY 12-624-Electrician 50 LAC6y ?.,4 Pc' izKo., Ro Be-caP LM ,N6. 14Y` trier -Z S t Declaratioly: please sign below after you have carefully read the statement To the best of my imowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws •with,Whether specified or noted,and that such work is authorized by the o owner, Furtertaining her,i tisounders nod that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Buil and Codes,=44 gulp Survey by a licensed surveyor;drawn to scale,showing actual location of all oonstructio Signature: ovrner,owner's agent architect)contractor A Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Location of installation: Z2 SEM gu'( po;r 4-1-‘ 12p Office Use M { Tax Map No.22-o.►i/ Z. / 2� File Permit No. `� Owner's Name: Fee Paid Address: P.aAc,[e._�i2-ree t— ,u.S ��....._........................_...........-. �..»..-..�..�......-..-..........-.....-..-.-...-... 2. INSTALLER'S NAME : PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No.of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm 1991—present x 110 gal/bdrm 3-3 0 Garbage Grinder Installed yes,_, / no X Spa or Hot Tub Installed yes ,/ no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Tonozrauhv SSga Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat csancp at what depth at what depth municipal Rolling loam 2'-4"feet feet well Steep slope clay s;i 41 _%slope other NOT F°L%ND if well; water supply depth: from any septic-system absorption is ft. other Percolation Test: •w - e, (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 1 2C' gallon(min. size 1,000 gal,) each trench /f t. Total System Length: Seepage Pit(s): number of lV// size of each: f}. by ft. Size Stone to be used: # /(-)/9"-- / depth or thickness feet Bed System Size: AU)/9— x Alternative System: fV/ length and/or size 6. HOLDING TANK SYSTEM: (if required) • Number of tanks: i/Pr/ Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation 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 with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Sign ture of r pon a person Dat Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensoury,IN Y (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances . Permit Nor` )0 Date \ � 20 ,.4*-- 4-'=-4 Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. 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 all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: 'Fgc4r Pt 1..4..1 mec tug . Stove: wood coal pellet gas Fireplace insert Address: 4t (...oti t_ A-LA,..E.Y Fireplace, factory-built: w..d gas '' le rc*-,F*• ,4 .?1,q1,sco NY Fireplace, masonry: wood gas i ‘t., Furnace: woof gas oil Phone: 14 If non-masonary applicance, please provide Owner: B ... �,u41-1 N Manufacturer Name: Address: 1` ''C.+ to e, -112.ele h. Model Number: 1X HiiA,S NN. 1 t"7 Chimney Information Phone: (%i (Gri 3 0.4(01 (circle appropriate words) Masonry block brick stone Flue tile steel size: inches Exact Address: "2.2.1' / SS Mis LY PO ISST" ep of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner 1 Oaschfer'ar D4epartmen:t—WCOVIfirl2 o.f Qzz.eeziustbury', New Yvrlx- lluillm Received from (refunded to 1 c., � A. Fire. Marshal Code# $Collected ,S Refunded ( f C)V address A 173 3389 (190) Public Safety A 233 2655 (230)Minor Sales ___ 0. i -- T DATE: I J-' i - ,)t.;t.. i 1 ye0ru+tww- Twrti eeeu oz C� 7. White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Yid R Goldenrod(Cashier's Dept.) / 1 / is ft>c=Q- or' Crc-t; Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: NAME: Curl r• k_. ��}} �( PERMIT#: 0/./— 74 LOCATION: 29 '7- f S / / DATE: TYPE OF STRUCTURE: Comments: Yes No N/A 4" Building Number Address visible from road OC' 2 / 8106 Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers / /Cj_ _ Z Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall ._ 2 °c' Interior/Exderior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate t� � Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim I doors/main entrance 36 inches Bathroom/Kitchen watertight }'� Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors _ Every level: Every Bedroom: ) f j ��G'f'�`-, /2 'c Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area 1 h Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents � �/L Bathroom Fans,if no window Plumbing fixtures �` / Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating �, Low water shut-off boiler _ i: � c � Relief Vatve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum , � _J Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/31.hour fire door/door closer Duct work Sealed properly r a j t L Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C/O[Temporary/Permanent] LABuilding&Codes Fomhs\Buiiding&Codesunspec ion Fomhs\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008 Queensbury Building & Code Enforcement - Residential Final Inspection Ofce No. (518)761-8256 Arrive: q, am/p D art: am/pm Date Inspection request received: _ Inspector's Initials: NAME: PERMIT#: ` 7 LOCATION: ts%l., , i % DATE: i C TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: � Every level: Every Bedroom: Ili c -CC "I /,4 Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector ✓ C9,0 ( t 1-6-- Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq,ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure ,Final Electrical /6 f Final Survey Plot Plan 1�/ ��V�� As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required 6 L)l54� Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Mahoney Notify # S187930602 09/20/06 10:41A P.001 ,s Mahoney P.O.BOX 767 GLENS FALLS.NEW YORK 12801 Notify-Plus Inc. 518793-7768 FAX:516/793-0602 September 20, 2006 apb'1 - 147 Patrick & Kathleen Curtin 227 Assembly Point Lake George, NY 1284 To whom it may concern: This letter will confirm that we have completed the installation and testing of the fire alarm devices at the above referred location, As of this writing the fire alarm system has been found to be in operating condition. Should you have any question, please do not hesitate to contact our office. Sincerely, Edward Bo Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: 1 . (6 am/pm e art: am/pm Date Inspection request received: Inspector's Initials: ��'�tCss NAME: NA 1.0 p PERMIT#: L �f LOCATION: �j Cam-.. 1� "T - DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing •C., Interior Smoke Detectors: Every level: Every Bedroom: 6W.-014 ��W Outside every bedroom area: Inter Connected: Battery backup: CE T Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area /—/ _ Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Y Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure ��f Y J4-4- ffff� U�I Final Electrical w IV Final Survey Plot Plan Ap.G,eCl/4 As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form revised_100405.doc p. 3 a' ! 1r-,- Mahoney PG BOX 767 GLENS FALLS.NEW YORK 1P601 Notif r-Plus „c� 516/744•;imi FAX 511i/793-U602 September 20, 2006 Patrick 81 Kathleen Curtin 227 Assembly Point Lake George, NY 12845 To whom it may concern: This letter will confirm that we have completed the installation and testing of the fire alarm devices at the above referred location As of this writing the fire alarm system has been found to be in operating condition Should you have any question, please do not hesitate to contact our office. Sincerely, tr Edward boles p. 2 e- I TIPS ELECTRIC 24 Potter Hill Rd. Bolton Landin:, NY 12814 Phone: (518)644-2355 19 September 2006 Town of Queensbury Building and Code Enforcement 742 Bay Road Queensbury, NY 12804 Re: Residence of Patrick and Kathy Curtin 227 Assembly Point Road, Assembly Point, NY To Whom It May Concern: I have installed carbon monoxide alarms in the newly constructed home of Patrick and Kathy Curtin, 227 Assembly Point Road, Lake George, N.Y. in the town of Queensbury. The alarms/detectors that were installed comply with the New York State Fire Code requirements that are needed. If you have any questions please feel free to call me. Sincerely, il/447 Ed LaGoy f Tips Electric Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] •\ v Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Ins'-, request received: Queensbury Building &Code Enforcement Arrive: Ar am/prp>F CUirer/./V epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Ins.- is Initials: tJ -7NAME: PERMIT NO.: '— F 2 LOCATION: A-c 64 • P1 lEk) INSPECT ON: VIM 6 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft• Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y/ N/ Partial End Cap Inlet/Outlet Pipes&Baffles .,,._..Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan .._..N � Engineer Report and As-Built Y—N �si!-� �/`7PtG'�'p l/.4L al ,4 • Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 JAMES E. HUTCHINS, P.E. Consulting Engineers P.O. Box 220 - 12 Circle Avenue North Creek, New York 12853 (518) 251-4210 (Phone) - (518) 251-5329 (Fax) jeh@jamesehutchins.corn - www.jamesehutchins.com May 9, 2006 03-104 Mr. Douglas McCall , �-- 1485 County Route 29 North Creek, NY 12853 Re: Curtin Property Queensbury (T) Warren (C) Dear Doug: 0171 q At your request, Zachary Monroe of my office vi . the above pro•- on Assembly Point within the Town of Queensbury, Warren Coun in ay 8, 2006. The purpose of the visit was to inspect the wastewater system construction. As a result of the inspection, it's my opinion that construction is in conformance with the approved drawings. Doug, I trust this report responds to your request. Should you have any questions, do not hesitate to contact me. Very truly yours, 144, gsk James E. Hutchins, P.E. ,-- • . , .,,,,,—--,•"-,1•':.1-f 1...• „p , ...,.,, .,,,.: 4,—(41110,,•e...--,—...,,, • .. .. . „. . . .._ . ... - .. . . , . , , - -. • -- - ' . •''''' '•-i'l- • — .."-:. 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'..• • . „. .....,_ , , ...,,- ,_ ••• ;... ... .. . . .. •, .. , • •,..,. 1, ,,,.. , . -..,4,„;•,. ••• • - ; ir - - •.-',,,-- : - ---- . —, ,• - -.-•-' -;.' : - - • .!•f,,,,,,- ..-•-• „,. .,..,.,. ei-e-,,:--.,". , - . .-f. ..-- -, ...: ' ''':-.-:,'...,,,, :. .-....,..,„ . .,..,...,-..- ..: -,..„, .,.. _,..... .. • ' . .- ., ,-,:-!1:.. -..-7:1,41'7'• • :,.' .''''''''''-';;.-' •-•''''--•-, -- '- "--.." ,v-A.-a• N-, 14:,....,, .".•-.' &:-.1`,4:- --3-oe,;,,•!""::740t..' -,'•-"-;•-'• - - ,,ttl,r 4 ,,„.-z--..; - ;.T...1i..... -,-.......! -,.! ,..„,..' - *r.--, 7- - - .., --%tAt . -•-•'',,, '4,4;:''.1,.,),"Wi,--'7 ,... cr— ihipt— 1 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 �/ Arrive:g �/12_ m/p a • am/pm Date Inspection request received: _O Inspect 's m a . NAME: C1 'J (L T je0 PERMIT#: U _ `9 LOCATION: '4,4_a 7 ti Ss.44.,„.01 ',,7-- 0:9 i> DATE: TYPE OF STRUCTURE: / Comments ' �,(�p� Yes No N/A 7 IN Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches jlnterior Handrails @ stairs 2 or more risers / Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight . / Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: I� C�'��5 ' Every level: Every Outside every bedroom area: 0/./66-p Bedroom: Inter Connected: Battery backup: G�G /�G Carbon Monoxide Detector il0/�G�� Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Dn�` _/� Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents /�r/" V Bathroom Fans, if no window Plumbing fixtures �— Foundation insulation C7 Floor truss,draft stopping finished basement 1,000 sq.ft. - ro C2E ,L Emergency egress below grade ,PP Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area $��4, �/A/4-� ''v"'1 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure ---/ Final Electrical ,�,� Final Survey Plot Plan ( J 1 4 As Built Septic System/Sewer Dept.Inspection Sticker -� Site Plan /Variance required , / _Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc 14 s _ Final Survey Inspection Dept. of Community Development Town of Queensbury .‘ 742 Bay Road Queensbury,NY 12804 Date received: 440_1 NAME: C l' 1" LOCATION: Fr RA PERMIT#: I� 1147 Final Survey Plot Plan Approved Denied The attached fmal survey has been received by the Dept.of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.lnspection.FORMS\Final Survey Zoning Administrator.doc C ` �/ / f /c.e is; 6.-- 7 - l}(--) L Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 � �� Arrive: yil/am/pm D art: am/pm J� Date Inspection request received: C.,�' /�-c- , Inspector Initials: NAME: ur T/ yi PERMIT#: LOCATION: _2_2_ 7 A S -—i 1j/7 /_, I / DATE: ..-%S ` C2( TYPE OF STRUCTURE: , c 7 Comments Yes VN/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location ,/ Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches :/ Roof Complete/Exterior Finish Complete Platform at all exterior doors , //i Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall 441-44t Interior/Exterior Railings 34 inches to 38 inches ✓ 4f�,4 � � �Interior Handrails @ stairs 2 or more risers ,/ Grade away from foundation 6 inches with 10 feet / (/ 6 inch clearance to sill plate / Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight / / Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: 4,47-A,L6-,25Every level: Every Bedroom: it -M> Ccg-r Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / Crawl Spaces 18 inch x 24 inch access, 1 sq ft.-150 sq.ft.vents s/ Bathroom Fans,if no window ,� Plumbing fixtures Foundation insulation / Floor truss,draft stopping finished basement 1,000 sq ft. ✓/ Emergency egress below grade ✓/ Gas Furnace shut-off within 30 feet or within line of site ► ./Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating ✓ / Low water shut-off boiler v Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1/2"Gypsum I Basement stairs closed rise>4 inches / / /94) rh'4- A-io2 1 Garage Floor Pitched V Garage fireproofing/'/4 hour fire door/door closer i >Duct work Sealed properly Gas Logs in Sealed or ass E to e 1 Final Electrical � � (X Cat! 17 „// 442oitti 7- ate c� Final Survey Plot PlanR As Built Septic System/Sewer Dept.Inspection Sticker 4Ui6 j( ,/ C,/4)� - �� 6(4 L Site Plan /Variance required ' _Flood Plain Certification,if required / Okay to issue C/C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc _ c_ ()*'? '(tnc-Y COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.L'Y.. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. "' Cert. N2 94 252 Cut-in Card No Dwner 6G[.1 7 '4 Location 9-7 #9 5 .6 c-K Pr;2+Yo�=�., d Y Installation Consisting of%Z / 6�t..[/9 ReC j: /%d Q Z---/ ''� Installed By 1--/4 ra Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is ;ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of inspections at any time, and if its ules are violated,the Company shall have the right t r vok this c rtifii te. Date....6-1.5(?6 INSPECTOR Member N.F.P.A.,I.A.E.I. Septic Inspection Report Office No. (518) 761-8256 Date Ins on r�- � ed• Queensbury Building &Code Enforcement Arrive: \"+j'© - 1Z� �= =rt: \ e, am pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: `_ PER NO.: --i T 9 47 LOCATION: I ..ECT ON: RECHECK: Comments and/or diagram Soil Ty . San a Type of r: Municipa, ell Water ‘.R lAtaterstine separation distance ft. P \pt � Well separation distance ft. Other wells: _ I oZ ft. EAV ,as?-- Absorption Field: Total length ( Li ft. sc; Length of each trench HL i_l4 ft. Depth of trenches ft. Size of Stone S (a►J) 'Ei a cJ \6 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank \A"` hC At) Q k,\"0 . Tank to Distribution Boxct,�c ill Distribution Box to Field/ Pit cv Opening Sealed( L.N/ Partial End Cap <AIN. Inlet/Outlet Pipes&Baffles N Location/ Separations Foundation to tank ft. Foundation to absorption �_ft.---- 4 NP\ Separation of Pits — -ft. Conforms as per Plot Plan !� Y.__. (- Engineer Repo id As-Built ___Y EVc , AL Location of System on Property: Front Rear Left Side Right Side �n Middle Front Middle Rear ` \1-\ system t • 4 LO\v-tk Approved Partial Approved and needs to be re-in •: se . : & Office Disapproved Last revised 021006 Last revised 1/6/05 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection request received: I f' Queensbury Building & Code Enforcement Arrive: am/ /,e,pefrt: / am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: � ar PERMIT #: Li' LOCATION: 2 --) j-c lU0. , INSPECT' ON: TYPE OF STRUCTURE: Y N N/A yo Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head asulation 0 P.S.I for 15 minutes / Residential Check/ Commercial Check Rki,--)A42dc Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart: t • 4m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: _ �c- �, PERMIT #: LI 7 LOCATION: c) INSPECT ON: /1 — y-05 TYPE OF STRUCTURE: Y N N/A // 411(1 Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes n / Pressure Test W 40- Water Supply Piping Air/ Head 50 .S.I for 15 minutes 6/A (-70 > ulation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces 4r1 upr Gv/N15. Combustion Air Supply for Furnace v 6 Duct work sealed properly / No duct tape C°) fr5C rAte., 1/05v - @ 75 or= F COMMENTS: PR 6 u lt6- /4006- ( Kg j GAdlbLC— Ai6(/G- Côcc1 45 17I5c v W-,b L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report 4,1_,::,1 ,-pir\ Office No. (518) 761-8256 Date Inspection request received: / � Queensbury Building&Code Enforcement Arrive: am/ 7eepart/ . -1a2n/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials I"'`� Z--7/1/ NAME: C \� 1 PERMIT#: / LOCATION: �` INSPECT ON: yal 766 TYPE OF STRUCTURE: Y N N/A COMMENTS raming ,�ttic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2,3 hour ire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade j/ Framing / Firestopping Inspection Report frh Office No. (518) 761-8256 Date Inspection request received: ° 2 0 S Queensbury Building&Code Enforcement Arrive: am/p D part: . / am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: c . NAME: ( 2-7 it m PERMIT#: LOCATION: 2-27 f5S K�ail/ �� t?-0,41)INSPECT ON: /6/Z7/( 3 TYPE OF STRUCTURE: / Y N N/A COMMENTS Framing `'Attic Access 22"x 30"minimum /I Jack Studs/Headers Bracing/Bridging fk'bv‘VC-- \C�<-44 4.5 /066-4 s Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour irestopping Fa Yj,,I Penetration sealed V� P�� 16 inch insulation in cavity min. V-A/F f 11(w Garage Fire Separation House side %2 inch or 5/8 inch Type X -lorp op 1....4-0NIZ! Garage side 5/8 inch Type X _ Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade M'0 re e F,e& ku 4-R5'/01-4-- Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: �/� Queensbury Building & Code Enforcement Arrive: am/p De art: Z - CO/pm( 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: U ' 5r NAME: .--\r�\-‘ PERMIT #: �/ 9 L17 ^) LOCATION: J -1 AS.Ss//m\(j1 *Q -' , INSPECT ON: l T3—(2-tom TYPE OF STRUCTURE: Y N N/A -3) 3ccc ugh Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction 0Pr ure Test r in / Vent i / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ter Supply Piping Ai / Head P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check — Proper Vent, Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces , Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: g-54?/ ZI ' /,(z3 L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection ort Office No. (518) 761-8256 Date Inspection r quest a iv : Queensbury Building&Code Enforcement Arrive: m/p epart: MTV 742 Bay Road, Queensbury,NY 12804 Inspector's Initi • Q r NAME: l PERMIT#: LOCATION: "� , , "'e'- - INSPECT ON: TYPE OF STRUCTURE: Y NiN/A CQMME S Fr ming Attic Access 22"x 30"minimum \,/ Jack Studs/Headers � - f'b Bracing/Bridging /— //S Joist hangers «< 1. / Jack Posts/Main Beams Exterior sheeting nailed properly \ b� ` A 12"O.C. `b�_ Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls � "NI\--j4D, Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ' � �t �--� Ice and water shield 24 inches from wall-- � ock), 43 Fire separation 1, 2, 3 hour ��5. Fire wall 2, 3,4 hour � Ap0 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Z - 7 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: f Queensbury Building&Code Enforcement Arrive: an-CV/ Depart: c 10-_... pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials NAME: _ -C U Q )_I i`-'' PERMIT#: ' 9 LOCATION: 5`3f ,. , -r o _ INSPECT ON: _____ _j ,__ TYPE OF STRUCTURE: Comments I ----------_._-____�_ Y N N/A Footings \// Piers Monolithic Slab Reinforcement in Place I The contractor is responsible f :p providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Fi6ing Drain Stone: 2 inch width inches above footing mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast I Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suellcmingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 j(t)jf 1 K1): 7.4 Foundation Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/pi Depart: am/am 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: dj2' /0 1-1 NAME: yl� ,r PERMIT#: ` LOCATION: : ► � ��'�?a INSPECT ON: �, 1 —dab TYPE OF STRUCTURE: c>c o . Comments Wiri Y IN j N/A Fri otings \ S kc,\D Piers do< Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing ain Stone: 12 ' ch width 6 riches above footing mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 t. .o6 —5 ‘ ‘ - -;-\-k13> Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re.•- fece.red: Queensbury Building &Code Enforcement Arrive: • / Depart: V' CIO pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia' Ail ' _ r` I' NAME: G� -S1 P'RMIT#: 2__ppy _ LOCATION: ZZ,,( Ilt.v. b ej..k P3L` OD SPECT ON: ,__�=-- TYPE OF STRUCTURE: Comme s Y 1 N 1 N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place60/ / j �� Foundation Dampproofing y/ -- C.��L-\--. 'Ems_. c,% oundation/Waterproofing — � Type of Dampproofing/Waterproofing tts ) Adiiii.A4 Footing Drain Daylight or Sump 0"Footing Drain Stone: — f ` 1-- *V__��'� 12 inch width 6 inches above footing 0 6 mil •of for wet areas under slab 'Backfill \/ ., Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 r .f Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ- . - •d: S Queensbury Building &Code Enforcement Arrive: a -tp Depa . a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: , 947 „ NAME: Cr '�' /RMJT#: oC f- _ LOCATION: rtgarnilM ? or SPECT ON: 01-7 S ' TYPE OF STRUCTURE: Comments Y I N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing n n/ /a,trlato Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil *ol for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 11 - tom Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re% est r c: -.. Queensbury Building&Code Enforcement Arrive: ,m/pm Depart: 11110 arn/ 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi. • _ NAME: `� .��,�C_ ��''1 P. ' IT#: OZ-1 (/ LOCATION: 3 7 0 a IQ c) SPECT ON: TYPE OF STRUCTURE: Comments Y I N N/A Footings Piers �^ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of e concrete. aterials for this purpose on site. oundation/Wallpour Reinforcement in Place \i)1 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil .oly for wet areas under slab Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suel-Iemingway\fuilding.Codes.Inspcction.FORMS\Foundation Inspection Report.doc January 28,2003 , Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req - rec Queensbury Building&Code Enforcement Arrive: a t Depart: a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: „ .R ,�; C MIT#: i yr LOCATION: �, .� 3 j�� ",- INSPECT ON: TYPE OF STRUCTURE: y, 1 - Comments Y / N ' N/A 'ootings � � Piers I vE-ye_ 3 p' Monolithic Slab FU75.0 t 1) c6 Reinforcement in Place 1� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ` Backfill Approval Plumbing Under Slab PVC/Cast/Copper T` Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 N w ; LANDS N/F OF P ~\�. 4 SUPPLY ,�, \\\'.`ao S-14y f_ c' \ ,� \. in . ? \; ' ADJOSER'S N 194.57' ' .6' \% t{O�ySE 4 : :------------------------ al a. r t p ,�.j �h22 NE:619i84 3 r �� 3 On, \�c D�"'`s w �k 14.r K33szd r► ; II �Op1 ,o i.--, r ,3, `� GARAGED, 1ti. 335.53 i 839.f6r r333:33 1 STORY IIII WOOOW r rou5E 34z:3z WOOD FRA 335.40 J.09 1 1 -- ow DS N/F OF `` ' 3 X343.7 fF Yt03�'zA. w Li_ ti _ + .1335'60 AREA SUPPLY �o .� 3 932 21,279 sq.ft. `� i ci 4 L� 0.49 acres / rr i _ �3a:f2 _ f) e' . Z lei / K.336.63 K 333.95trl `T \, Z- b 33/.7e I. •:. i 332.77 4 , 1 j. K 542.49 15.1 ty '' e9 1 m 3�''111111 Z`6 pSQNALI URNS 78.34' K , a iV 33.54' e.°' s'� N \ 1 99.27' SQ.• O'73` ' S81°1!3 W Aia S84'34'13'W 0 COCA Ib r PF ,�, ti `.ANDS N/F OF % LARAIAco / LANDS `� �'0 ODRN/FUFFOF in m co N I a--I m O 0 _ ._ �. .�_ .ice A._....z� ..} - _ _ - _ �� v _ � - •.�_ � _ - fie M O /I 342,40 2\6 �• 99.27' 8 71 LANDS N/F OF LARAIA LU U LLJ I- 11 U I— U, 0 LL EXCEPTING AND RESERVING THE RIGHTS OF THE PUBLIC TO THOSE LANDS THAT LIE WITHIN THE BOUNDS OF ASSEMBLY POINT ROAD. LC) N: U) CO D n us •I.w.AUTxaaaEp AtTalAaw ON ADaea+To A WHET ww eEAPEIIO�memo)war lOR1EYCIIS sua n A Aid Ncu101 ar SECTOR nn0.suFOMaaw 2 a THE UL. MEW YqM STATE EOUCA7cw{Air %ONWK AN4im1RINA4 OptiW p'TI'[iAIO 7U16'CTCQ SEAL 1E , EOM ITEIT PATRICK E. CBITIflG111oM6 EmIC,A1ED TIEMU4 APWY THAT TMLT&RHY WAS PREPARED N ACOCImNASC WIN Si Land Surveyors , LLC IL C S MN ONLY TO THE PERSON FOS MON TIE=PEY IS PREPARED,AEG CIE IK IQUFJ TO THE THIS MVPNT,ITEM TbdEMTAL N 189 Haviland Road. Queensbury, New York 12804 AAEROY me IFAEEIEC RISTITUOION ISMS KRICK MOTown of Quee Q ee (518) 792-8474 New York Lie. No. 50135 8• (. 12/19/2007 16:03 5187981864 WASHINGTON ST PAGE 02 08/15/2008 THU 11e02 PP+.x 5187454437 Community oeve3.opmen1 41oa7rul4 • Permit Number_ - (town use) Town of Queensbury Application for Stormwater Management Permit Under Chapter 147,Stormweter Management. LL 4-99 THIS APPLICATION IS FOR A Major Project ®Minor Project - 1. OWNER a INDIVIDUAL d PARTNERSHIP O ASSOCIATION 000RPQRATION O MUNICIPAITY DAGENCY NAME Patrick and 'Cathleen Curtin J PHONE (212) 785-2929 MAILING ADDRESS 5 Plane Tree Lane -� CITY Dix Hills , STATE NT .� ZIP CODE 11746 2. AGENT ' „ p SAME AS OWNER •a CONTRACTOR D ATTORNEY ZOONpULTANIT O CCNTACT-PERSO N NAME Jarrett-Martin Engineers, PLLC 1!i0 _292_2907 MAILING ADDRESS 12 E. Washington Street CITY Glens Falls STATE NY ZIP CODE 12801 3. C( NT 701/40 TOI C SAME AS AGENT NAME PHONE MAILING ADDRESS CITY STATE ZIP CODE 4.••PROJECT rC! OATLON BLOCK 2._ �' FACILITY NAME(if not residential) SECTION 226.19 I.OT 22 STREET Assembly. Point Road ZONING CLASSIFICATION WR-IA PROPERTY IS PRESENTLY Waterfront Residenti4). I Acre is°VACANT []PARTIALLY DEVELOPED 141DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? ( io p Yes,name of subdivision 5. PR( CT DESCRIPTI* • PROJECT Stormwater Miti ation for residential develo ment PROJECT INVOLVES: Q Earthwork/Landscaping ['Tree Clearing p House Construction or Addition D Drivt way Construction Q Garage Construction Q Detached Structure Q Septic System PcModification of a Stormwater Device p Other Dana 1 of 3 12/19/2007 16:03 5187981864 WASHINGTON ST PAGE 03 06/15/2006 THU 11: 03 FAX 5187454437 Community Development �008/Ola PROPOSED USE 0 Residential (seasonal)ZResidential(year-round) p Association p Public 0 Commercial J./OS PROPOSED STARTING DATE 4/1/08 PROPOSED COMPLETION DATE 6/_ DESCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: Q 0-5% (Level)U6-10% (Gradual slope) 010-15% (Moderate slope) ['Greater than 15% (Steep Slope) IS ANY PORTION OF THiS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? 0 Yes A No (if yes.please explain) 6. CALCULATIONS &CONTROLS TOTAL AREA OF PROPERTY 18,016 s f ACRES FT2 (circle one) TOTAL AREA OF LAND DISTURBANCE: 10,900. FT2(do not Include area of stormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: 2,444 FT2 TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: 560cf (see instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: shallow swales, bio—retiantion" infiltration basin HAS AN EROSION CONTROL PLAN BEEN PREPARED? Vies,plan is attached I]No If no,please contact your County Soil&Water Conservation District for assistance: Warren County 623-3119 7. SITE INSPECTION During the processing of this application town personnel may need to visit this site for the purpose of inspecting, measuring and/or photographing site conditions. t authorize town personnel to conduct such a site inspection A yes A no i wish to be contacted prior to any site inspection A yes A no • -8. CERTIFICATION I hereby affirm that the information on this form and all attachments submitted herewith is true to the best of my knowledge and belief. As a condition to the issuance of a permit,the applicant accepts full legal responsibility for all damage, direct and indirect, or whatever nature, and by whomever suffered, arising out of the project described herein and agrees to indemnify-nd save h-rmless the town from suits, actions,damages and costs of every name and destriptilda ltingfr. he s- _ pro' ct. r Mrifr DATE ;/ 67 T y DATE21 O • INCL .DE WITH THIS FORM: A, 'Site location map • A Project plans.on 8Yx X 11 stze:paper:(Suhmit 4 conies of anyplane.Iarget.than 1107) A Names and legal mailing addresses ofanyco-owners of the property A Attachment A(Tor major projenti A Stormwater.Control Report(for major prdjects oni4 Environmental Assessment Form (for major projects ont3 Failure to include any one of the required Hems will result In an incomplete notice and delay in processing your application. Permits and approvals may be required from other agencies_ forlewn use wily . 102nP2of'3 pi tis ,apKoved-ap shown on the attached approved plans atitt-Ste c the,conditions•listed on We ach 0 �.., -® r ng Administrator L Date CONDITIONS OF APPROVAL 14-41` Wo I 101 eon y tc ov to w,n / Cy(". ATTACHMENT A to Stormwater Management Permit Application _ parings Oi approvals-r 1ton ther agen - - -..PAgencY Permit or Approval t,Dale,Applied Date Issued A00,Thing--P434/0•43(C491)914 titoltpatcels hin t Tax Parcel NumberMailing Address • LACRAIGTEMPLATESISTWATAPPSITOWN STORMWATER APPL.00C 11/2000 Page 3 of 3 I Storrnwater Management Calculations I - Patrickand Kathleen Curtin Assembly Point Road ITown of Queensbury 1 December 2007 I By I i Jarrett-Martin Engineers, PLLC Professional Engineering 12 East Washington St. Glens Falls NY 12801 I ✓♦ ■ 1 I 1 ■ I I I • ■ ■ • I __J I I I I I Number 05-106 Date 12/03/07 t Name CURTIN ;ONSTRUCTION CONDITIONS DESIGN POINT#1 DESIGN POINT#1 TOTALS DESIGN POINT#2 DESIGN POINT#2 TOTALS SITE TOTALS SUB#1 TOTAL SUB#2 SUB#3 TOTAL TOTAL (RATE) 0.310 CFS 0.310 CFS 0.550 CFS 0.35 CFS 0.900 CFS 1.210 CFS (VOLUME) 0.014 AF 0.014 AF 0.024 AF 0.013 AF 0.037 AF 0.051 AF (RATE) 0.420 CFS 0.420 CFS 0.720 CFS 0.46 CFS 1.180 CFS 1.600 CFS (VOLUME) 0.019 AF 0.019 AF 0.032 AF 0.017 AF 0.049 AF 0.068 AF I Number 05-106 Date 12/03/07 I Name CURTIN CONSTRUCTION CONDITIONS(NO MITIGATION) SUB#1 TOTAL SUB#2 SUB#3 TOTAL (RATE) 0.560 CFS 0.560 CFS FAIL 0.530 CFS 0.35 CFS 0.880 CFS PASS 1.440 CFS FAIL (VOLUME) 0.022 AF 0.022 AF FAIL 0.027 AF 0.013 AF 0.040 AF FAIL 0.062 AF FAIL (RATE) 0.730 CFS 0.730 CFS FAIL 0.650 CFS 0.46 CFS 1.110 CFS PASS 1.840 CFS FAIL (VOLUME) 0.029 AF 0.029 AF FAIL 0.034 AF 0.017 AF 0.051 AF FAIL 0.080 AF FAIL t Number 05-106 Date 12/03/07 t Name CURTIN CONSTRUCTION CONDITIONS(WITH MITIGATION) POND#1 TOTAL PONDS#2 SUB#3 TOTAL (RATE) 0.310 CFS 0.310 CFS PASS 0.530 CFS 0.35 CFS 0.880 CFS PASS 1.190 CFS PASS (VOLUME) 0.011 AF 0.011 AF PASS 0.025 AF 0.013 AF 0.038 AF PASS 0.049 AF PASS (RATE) 0.590 CFS 0.590 CFS PASS 0.650 CFS 0.46 CFS 1.110 CFS PASS 1.700 CFS PASS (VOLUME) 0.018 AF 0.018 AF PASS 0.031 AF 0.017 AF 0.048 AF PASS 0.066 AF PASS • 2S SUB #1 SUB #2 SUB #3 \Subcat Reachl -on. Link I Drainage Diagram for 05106 070621 PRE LANDSCAPER Prepared by JARRETT-MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I I05106 070621 PRE LANDSCAPER Type II 24-hr 10 YR Rainfall=3.80" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC Summary for Subcatchment 1S: SUB #1 IRunoff = 0.31 cfs @ 11.99 hrs, Volume= 0.014 af, Depth> 1.08" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 10 YR Rainfall=3.80" Area (sf) CN Description 1,662 98 Paved parking & roofs I 5,021 61 >75% Grass cover, Good, HSG B 6,683 70 Weighted Average 5,021 Pervious Area I1,662 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 6.0 100 0.0700 0.28 Sheet Flow, SHEET FLOW Range n= 0.130 P2= 2.50" 0.2 51 0.0900 4.50 Shallow Concentrated Flow, BROAD SHALLOW SWALE Grassed Waterway Kv= 15.0 fps 0.1 17 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv=20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 6.4 201 Total I Subcatchment 1S: SUB #1 Hydrograph 0.34 I 0.32 1 0.31 cfs I -Runoff 03 1 Type II 24-hr 10 YR 0.26 I0.26 Rainfall=3.80" 0.24 Runoff Area=6,683 sf 0.22 0.2 Runoff Volume=0.014 af _; 018 Runoff Depth>1.08" 0 0.16 a 0.14 Flow Length=201' 012 Tc 6.4 min 0.1 0.06 CN=70 I 0.06 0.04 0.02 ` 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I05106 070621 PRE LANDSCAPER Type 1124-hr 10 YR Rainfall=3.80" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 2S: SUB #2 IRunoff = 0.55 cfs @ 11.97 hrs, Volume= 0.024 af, Depth> 1.32" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 10 YR Rainfall=3.80" Area (sf) CN Description 3,273 98 Paved parking I 6,266 61 >75% Grass cover, Good, HSG B 9,539 74 Weighted Average 6,266 Pervious Area I3,273 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 5.3 80 0.0600 0.25 Sheet Flow, SHEET FLOW Range n= 0.130 P2= 2.50" 0.3 80 0.1000 4.74 Shallow Concentrated Flow, BROAD SHALLOW SWALE Grassed Waterway Kv= 15.0 fps 0.1 16 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv=20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 5.8 209 Total I Subcatchment 2S: SUB #2 Hydrograph 0.6 I 10.55 cfs -Runoff 0.55 0.5 I Type II 24-h r 10 YR I 0.45 Rainfall=3.80" 0.4 Runoff Area=9,539 sf 1 Toi 0.35 c 0.3 Runoff Volume=0.024 of Runoff Depth>1.32" 0.25 Flow Length=209' I 0.2 Tc=5.8 min 0.15 CN=74 I0.1 l`\ 0.05 \ . 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I05106 070621 PRE LANDSCAPER Type 1124-hr 10 YR Rainfall=3.80" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 3S: SUB #3 IRunoff = 0.35 cfs @ 11.90 hrs, Volume= 0.013 af, Depth> 1.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 10 YR Rainfall=3.80" Area (sf) CN Description 1,700 98 Paved parking I 3,615 61 >75% Grass cover, Good, HSG B 5,315 73 Weighted Average 3,615 Pervious Area I1,700 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 0.1 16 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv=20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 0.2 49 Total I Subcatchment 3S: SUB #3 Hydrograph 0.38 I 0 36 I 0.35 cfs -Runoff 0.34 Type II 24-hr 10 YR 0.32 0.3 Rainfall=3.80" I 0.28 0.26 Runoff Area=5,315 sf 0.24 I Ise 0.22ra Runoff Volume=0.013 af 0 ova Runoff Depth>1.26" LL a 1s Flow Length=49' I 0.14 0.12 Tc=0.2 min 01 CN=73 I o.08 0.06 0.04 0.02 ID - 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I I05106 070621 PRE LANDSCAPER Type 1124-hr 25 YR Rainfall=4.40" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 1S: SUB #1 IRunoff = 0.42 cfs @ 11.98 hrs, Volume= 0.019 af, Depth> 1.45" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 25 YR Rainfall=4.40" Area (sf) CN Description 1,662 98 Paved parking & roofs I 5,021 61 >75% Grass cover, Good, HSG B 6,683 70 Weighted Average 5,021 Pervious Area I1,662 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 6.0 100 0.0700 0.28 Sheet Flow, SHEET FLOW Range n= 0.130 P2= 2.50" 0.2 51 0.0900 4.50 Shallow Concentrated Flow, BROAD SHALLOW SWALE I Grassed Waterway Kv= 15.0 fps 0.1 17 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv= 20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 6.4 201 Total ISubcatchment 1 S: SUB #1 Hydrograph 0.46I 0.44 10.42 cfs I -Runoff 0.42 0.4 Type II 24-h r 25 YR 0.38' I 0.36 Rainfall=4.40" 0.34 0.32 Runoff Area=6,683 sf 0.3 I 41 0.28 Runoff Volume=0.019 af 0.26i 0 oz2 Runoff Depth>1.45" 'Li 0.18 Flow Length=201' 0.14 0.16 Tc=6.4 min 0 12' CN=70 I 0.1 0.08, 0.06 0.04 I I 0.02 0 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I05106 070621 PRE LANDSCAPER Type 1124-hr 25 YR Rainfall=4.40" Prepared by JARRETT- MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 2S: SUB #2 IRunoff = 0.72 cfs @ 11.97 hrs, Volume= 0.032 af, Depth> 1.73" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType 1124-hr 25 YR Rainfall=4.40" Area (sf) CN Description 3,273 98 Paved parking I 6,266 61 >75% Grass cover, Good, HSG B 9,539 74 Weighted Average 6,266 Pervious Area I3,273 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 5.3 80 0.0600 0.25 Sheet Flow, SHEET FLOW Range n= 0.130 P2= 2.50" 0.3 80 0.1000 4.74 Shallow Concentrated Flow, BROAD SHALLOW SWALE I Grassed Waterway Kv= 15.0 fps 0.1 16 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv= 20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 5.8 209 Total I Subcatchment 2S: SUB #2 Hydrograph 0.8 I 0.75 0.72 cfs I -Runoff 0.65. I Type II 24-hr 25 YR I0.6 0.55 Rainfall=4.40" ' Runoff Area=9,539 sf 0.5 10.45 Runoff Volume=0.032 of 3 0.4 o Runoff Depth>1.73" U. 003 Flow Length=209' I0.25 Tc=5.8 min 0.2 CN=74 I 0.15 0.1 0.05 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I05106 070621 PRE LANDSCAPER Type 1124-hr 25 YR Rainfall=4.40" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 3S: SUB #3 IRunoff = 0.46 cfs @ 11.90 hrs, Volume= 0.017 af, Depth> 1.67" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 25 YR Rainfall=4.40" Area (sf) CN Description 1,700 98 Paved parking 3,615 61 >75% Grass cover, Good, HSG B 5,315 73 Weighted Average 3,615 Pervious Area I1,700 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 0.1 16 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv= 20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 0.2 49 Total Subcatchment 3S: SUB #3 I Hydrograph 0.5 0.48 10.46 cfs I -Runoff 0.46 0.44 Type II 24-hr 25 YR 0.42 038 Rainfall=4.40" 0.36 0.34 Runoff Area=5,315 sf 0.32 °.3' Runoff Volume=0.017 af I x 0.28' 0 0.26 .24 Runoff Depth>1.67" 0.2217- U Flow Length=49' 0.18 0.16 Tc=0.2 m i n 0.14 0.12 CN=73 I 0.1 0.08- 0.0 0.04j \''.... 0.02. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I i I I I I I I ` ,� 1 S S 3S SU #1 SU #2 SUB #3 1P 2P BIO RETENTION & BIO RETENTION & INFILTRATION BASIN INFILTRATION BASIN I I I I Subcat` 'Reach on. !Link! Drainage Diagram for 05106 070621 POST LANDSCAPER Prepared by JARRETT-MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I I I05106 070621 POST LANDSCAPER Type 1124-hr 10 YR Rainfall=3.80" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 1S: SUB #1 IRunoff = 0.56 cfs @ 11.95 hrs, Volume= 0.022 af, Depth> 1.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 10 YR Rainfall=3.80" Area (sf) CN Description * 3,010 98 ROOF & Paved parking I 6,228 61 >75% Grass cover, Good, HSG B 9,238 73 Weighted Average 6,228 Pervious Area I3,010 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 3.1 37 0.0500 0.20 Sheet Flow, SHEET FLOW Range n= 0.130 P2= 2.50" 0.5 122 0.0800 4.24 Shallow Concentrated Flow, BROAD SHALLOW SWALE I Grassed Waterway Kv= 15.0 fps 0.1 17 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv= 20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 3.8 209 Total ISubcatchment 1S: SUB #1 Hydrograph 0.6 I .55 0.56 cfs 1 -Runoff 055 Type II 24-hr 10 YR 0.5- 045 Rainfall=3.80" 0.4 Runoff Area=9,238 sf I w 0.35 Runoff Volume=0.022 af 0.3 Runoff Depth>1.26" it 0.25 Flow Length=209' I 0.2 Tc=3.8 min 0.15 CN=73 I 0.1 0.05 I 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I05106 070621 POST LANDSCAPER Type 1124-hr 10 YR Rainfall=3.80" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC ISummary for Subcatchment 2S: SUB #2 IRunoff = 0.53 cfs @ 12.02 hrs, Volume= 0.027 af, Depth> 2.03" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 10 YR Rainfall=3.80" Area (sf) CN Description * 4,369 98 ROOFS & Paved parking I 2,616 61 >75% Grass cover, Good, HSG B 6,985 84 Weighted Average 2,616 Pervious Area I4,369 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 9.6 90 0.0600 0.16 Sheet Flow, SHEET FLOW Grass: Dense n= 0.240 P2= 2.50" 0.3 85 0.0800 4.24 Shallow Concentrated Flow, BROAD SHALLOW SWALE I Grassed Waterway Kv= 15.0 fps 0.1 16 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv=20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 10.1 224 Total ISubcatchment 2S: SUB #2 Hydrograph I0.55 10.53 cfs -Runoff 0.5 + Type 1124-h r 10 YR I0.45 Rainfall=3.80" 0.4 Runoff Area=6,985 sf '120.35 Runoff Volume=0.027 af I g 0.3 Runoff Depth>2.03" Li 0.25 Flow Length=224' 0.2 Tc=10.1 min 015 CN=84 I 0.1 0.05 I 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I05106 070621 POST LANDSCAPER Type 1124-hr 10 YR Rainfall=3.80" Prepared by JARRETT- MARTIN ENGINEERS IHydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: SUB #3 IRunoff = 0.35 cfs @ 11.90 hrs, Volume= 0.013 af, Depth> 1.26" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 10 YR Rainfall=3.80" Area (sf) CN Description 1,700 98 Paved parking I 3,615 61 >75% Grass cover, Good, HSG B 5,315 73 Weighted Average 3,615 Pervious Area I1,700 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 0.1 16 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv= 20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW Grassed Waterway Kv= 15.0 fps 0.2 49 Total I Subcatchment 3S: SUB #3 Hydrograph 0.38 0.36 10.35 cfs I -Runoff 0.32 0.3 Type II 24-h r 10 YR 28 Rainfall=3.80" 0.26 Runoff Area=5,315 sf 0.24 0.22 Runoff Volume=0.013 af °.2 Runoff Depth>1.26" 0 0.18 " 0.16 Flow Length=49' I 0.14 0.12 Tc=0.2 m i n °, CN=73 I 0.08.: 0.06 0.04 0.02 J i 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I I05106 070621 POST LANDSCAPER Type 1124-hr 10 YR Rainfall=3.80" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Pond 1 P: BIO RETENTION & INFILTRATION BASIN I Inflow Area = 0.212 ac, 32.58% Impervious, Inflow Depth > 1.26" for 10 YR event Inflow = 0.56 cfs @ 11.95 hrs, Volume= 0.022 af Outflow = 0.32 cfs @ 12.03 hrs, Volume= 0.016 af, Atten=43%, Lag=4.7 min I Discarded = 0.01 cfs @ 12.03 hrs, Volume= 0.005 af Primary 0.31 cfs @ 12.03 hrs, Volume= 0.011 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IPeak Elev= 94.91' @ 12.03 hrs Surf.Area= 481 sf Storage= 331 cf Plug-Flow detention time= 108.4 min calculated for 0.016 of(73% of inflow) I Center-of-Mass det. time= 38.9 min ( 840.7 -801.8 ) Volume Invert Avail.Storage Storage Description #1 94.00' 378 cf BIO BASIN (Prismatic)Listed below (Recalc) IElevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) I 94.00 250 0 0 95.00 505 378 378 Device Routing Invert Outlet Devices I #1 Discarded 94.00' 0.640 in/hr Exfiltration over Surface area #2 Primary 94.75' 2.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 I 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 I iscarded OutFlow Max=0.01 cfs @ 12.03 hrs HW=94.90' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs) I rimary OutFlow Max=0.30 cfs @ 12.03 hrs HW=94.90' (Free Discharge) 2=Broad-Crested Rectangular Weir(Weir Controls 0.30 cfs @ 0.98 fps) I I I I I I I I05106 070621 POST LANDSCAPER Type 1124-hr 10 YR Rainfall=3.80" Prepared by JARRETT- MARTIN ENGINEERS I HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC Pond 1 P: BIO RETENTION & INFILTRATION BASIN I Hydrograph o.s —0.56 cfs Inflow Outflow 0.55 --Discarded I 0.5 Inflow Area=0.212 ac —Primary 0.45 Peak Elev=94.91' ' 0.4 Storage=331 cf 0.35 10.31 cfs 0.3 0.25 0.2 0.15 0.1 0.05 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I I I I I I I I05106 070621 POST LANDSCAPER Type II 24-hr 10 YR Rainfall=3.80" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Pond 2P: BIO RETENTION & INFILTRATION BASIN I Inflow Area = 0.160 ac, 62.55% Impervious, Inflow Depth > 2.03" for 10 YR event Inflow 0.53 cfs @ 12.02 hrs, Volume= 0.027 af Outflow = 0.53 cfs @ 12.02 hrs, Volume= 0.027 af, Atten= 0%, Lag= 0.0 min I Discarded =Primary 0.00 cfs @ 11.95 hrs, Volume= 0.002 af 0.53 cfs @ 12.02 hrs, Volume= 0.025 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs/3 IPeak Elev= 93.09' @ 12.02 hrs Surf.Area= 210 sf Storage= 60 cf Plug-Flow detention time= 9.8 min calculated for 0.027 af(99% of inflow) I Center-of-Mass det. time= 5.1 min ( 787.4 - 782.3 ) Volume Invert Avail.Storage Storage Description #1 92.50' 60 cf BIO BASIN (Prismatic)Listed below (Recalc) x 3 IElevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) I 92.50 10 0 0 93.00 70 20 20 Device Routing Invert Outlet Devices I #1 Discarded 92.50' 0.640 in/hr Exfiltration over Surface area #2 Primary 92.75' 1.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 I 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 I iscarded OutFlow Max=0.00 cfs @ 11.95 hrs HW=93.04' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.51 cfs @ 12.02 hrs HW=93.08' (Free Discharge) 2=Broad-Crested Rectangular Weir(Weir Controls 0.51 cfs @ 1.56 fps) I I I I I I I I05106 070621 POST LANDSCAPER Type II 24-hr 10 YR Rainfall=3.80" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC IPond 2P: BIO RETENTION & INFILTRATION BASIN I Hydrograph 0.55 10.53 cfs I —Inflow Outflow Discarded Inflow Area=0.160 ac -Primary 0.45 Peak Elev=93.09' Storage=60 cf 0.35 00 cfs I a U 0.3 Iu. 0.25 0.2 I 0.15 0.1 I 0.05 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 I. Time (hours) I I I I I I I I I I I05106 070621 POST LANDSCAPER Type 11 24-hr 25 YR Rainfall=4.40" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 1S: SUB #1 IRunoff = 0.73 cfs @ 11.95 hrs, Volume= 0.029 af, Depth> 1.66" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 25 YR Rainfall=4.40" Area (sf) CN Description * 3,010 98 ROOF & Paved parking I 6,228 61 >75% Grass cover, Good, HSG B 9,238 73 Weighted Average 6,228 Pervious Area I3,010 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 3.1 37 0.0500 0.20 Sheet Flow, SHEET FLOW Range n= 0.130 P2= 2.50" 0.5 122 0.0800 4.24 Shallow Concentrated Flow, BROAD SHALLOW SWALE I Grassed Waterway Kv= 15.0 fps 0.1 17 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv=20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 3.8 209 Total I Subcatchment 1S: SUB #1 Hydrograph 0.8 I0.75 10.73 cfs I -Runoff 0.7 Type II 24-hr 25 YR 0.65 Rainfall=4.40" 0.55 Runoff Area=9,238 sf °. Runoff Volume=0.029 of o as 0 0.4Runoff Depth>1.66" LT- 0.35- Flow Length=209' 0.25 Tc=3.8 min 0.2 CN=73 I 0.15 0.1 0.05j .-------- I5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I05106 070621 POST LANDSCAPER Type 1124-hr 25 YR Rainfall=4.40" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 2S: SUB #2 IRunoff = 0.65 cfs @ 12.01 hrs, Volume= 0.034 af, Depth> 2.53" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 25 YR Rainfall=4.40" Area (sf) CN Description * 4,369 98 ROOFS & Paved parking I 2,616 61 >75% Grass cover, Good, HSG B 6,985 84 Weighted Average 2,616 Pervious Area I4,369 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 9.6 90 0.0600 0.16 Sheet Flow, SHEET FLOW Grass: Dense n= 0.240 P2= 2.50" 0.3 85 0.0800 4.24 Shallow Concentrated Flow, BROAD SHALLOW SWALE I Grassed Waterway Kv= 15.0 fps 0.1 16 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv=20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 10.1 224 Total ISubcatchment 2S: SUB #2 Hydrograph I 0.7I 0.65 cfs I -Runoff 0.65 0.6 Type II 24-hr 25 YR I0.55 Rainfall=4.40" 05 Runoff Area=6,985 sf 0.45 I 04 Runoff Volume=0.034 af 0.35 Runoff Depth>2.53" LL0.3 Flow Length=224' I 0.25 Tc=10.1 min 0.2 I 0.15 CN=84 0.1 0.05 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I05106 070621 POST LANDSCAPER Type 1124-hr 25 YR Rainfall=4.40" Prepared by JARRETT- MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Subcatchment 3S: SUB #3 IRunoff = 0.46 cfs @ 11.90 hrs, Volume= 0.017 af, Depth> 1.67" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IType II 24-hr 25 YR Rainfall=4.40" Area (sf) CN Description 1,700 98 Paved parking I 3,615 61 >75% Grass cover, Good, HSG B 5,315 73 Weighted Average 3,615 Pervious Area I1,700 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) I 0.1 16 0.0100 2.03 Shallow Concentrated Flow, ROADWAY Paved Kv=20.3 fps 0.1 33 0.3100 8.35 Shallow Concentrated Flow, SHALLOW FLOW I Grassed Waterway Kv= 15.0 fps 0.2 49 Total I Subcatchment 3S: SUB #3 Hydrograph 0.5 0.48 10.46 cfs I —Runoff I 0.46 0.44' 0.42- Type II 24-hr 25 YR 0.4 0.38 Rainfal 1=4.40" 0.36 0.34i Runoff Area=5,315 sf 0.32 03 Runoff Volume=0.017 af I 0.28 0 oz4 Runoff Depth>1.67" LL °o 2 Flow Length=49' I 0.18: 0.16 Tc=0.2 min 0.14 0.12 CN=73 I 0.1 0.08 0.06 ` 0.04. \` 0.02- 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I I05106 070621 POST LANDSCAPER Type II 24-hr 25 YR Rainfall=4.40" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Pond 1P: BIO RETENTION & INFILTRATION BASIN I Inflow Area = 0.212 ac, 32.58% Impervious, Inflow Depth > 1.66" for 25 YR event Inflow 0.73 cfs @ 11.95 hrs, Volume= 0.029 af Outflow = 0.60 cfs @ 12.00 hrs, Volume= 0.023 af, Atten= 19%, Lag= 3.2 min I Discarded = 0.01 cfs @ 12.00 hrs, Volume= 0.005 af Primary 0.59 cfs @ 12.00 hrs, Volume= 0.018 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs IPeak Elev= 94.99' @ 12.00 hrs Surf.Area= 502 sf Storage= 371 cf Plug-Flow detention time= 85.9 min calculated for 0.023 af(80% of inflow) I Center-of-Mass det. time= 27.8 min ( 823.7 -795.9 ) Volume Invert Avail.Storage Storage Description #1 94.00' 378 cf BIO BASIN (Prismatic)Listed below (Recalc) IElevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) I 94.00 250 0 0 95.00 505 378 378 Device Routing Invert Outlet Devices I #1 Discarded 94.00' 0.640 in/hr Exfiltration over Surface area #2 Primary 94.75' 2.0' long x 2.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 I 2.50 3.00 3.50 Coef. (English) 2.54 2.61 2.61 2.60 2.66 2.70 2.77 2.89 2.88 2.85 3.07 3.20 3.32 I Qiscarded OutFlow Max=0.01 cfs @ 12.00 hrs HW=94.99' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.01 cfs) I Primary OutFlow Max=0.59 cfs @ 12.00 hrs HW=94.99' (Free Discharge) 7-2=Broad-Crested Rectangular Weir(Weir Controls 0.59 cfs @ 1.24 fps) I I I I I I I 05106 070621 POST LANDSCAPER Type 1124-hr 25 YR Rainfall=4.40" Prepared by JARRETT - MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC Pond 1 P: BIO RETENTION & INFILTRATION BASIN I Hydrograph 0.6 0.73 crs —Inflow 0.75 — Outflow Inflow Area=0.212 ac Discarded 0.7 -Primary 0.65 0.6 059cf5 Peak Elev=94.99' 0.55 0.5 Storage=371 cf w 0.45 0.4 LL' 0.35 0.3 0.25 0.2 0.15 0.1. 0.05 �O.Ct cfs 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I I I I I I I05106 070621 POST LANDSCAPER Type 1124-hr 25 YR Rainfall=4.40" Prepared by JARRETT- MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC I Summary for Pond 2P: BIO RETENTION & INFILTRATION BASIN I Inflow Area = 0.160 ac, 62.55% Impervious, Inflow Depth > 2.53" for 25 YR event Inflow 0.65 cfs @ 12.01 hrs, Volume= 0.034 af Outflow = 0.65 cfs @ 12.02 hrs, Volume= 0.033 af, Atten= 1%, Lag= 0.1 min I Discarded =Primary 0.00 cfs @ 11.95 hrs, Volume= 0.002 af 0.65 cfs @ 12.02 hrs, Volume= 0.031 af Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs/3 IPeak Elev= 93.13' @ 12.02 hrs Surf.Area= 210 sf Storage=60 cf Plug-Flow detention time= 10.6 min calculated for 0.033 af(98% of inflow) I Center-of-Mass det.time= 5.1 min ( 782.5 - 777.4 ) Volume Invert Avail.Storage Storage Description #1 92.50' 60 cf BIO BASIN (Prismatic)Listed below (Recalc) x 3 IElevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) I 92.50 10 0 0 93.00 70 20 20 Device Routing Invert Outlet Devices I #1 Discarded 92.50' 0.640 in/hr Exfiltration over Surface area #2 Primary 92.75' 1.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 I 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 I piscarded OutFlow Max=0.00 cfs @ 11.95 hrs HW=93.09' (Free Discharge) 1=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.63 cfs @ 12.02 hrs HW=93.13' (Free Discharge) 2=Broad-Crested Rectangular Weir(Weir Controls 0.63 cfs @ 1.67 fps) I I I I I I I 05106 070621 POST LANDSCAPER Type 1124-hr 25 YR Rainfall=4.40" Prepared by JARRETT- MARTIN ENGINEERS HydroCAD®8.50 s/n 001268 ©2007 HydroCAD Software Solutions LLC Pond 2P: BIO RETENTION & INFILTRATION BASIN I Hydrograph 0.7 10.65 cfs I - Inflow A Outflow 00.665 Inflow Area-0. 160 ac —Pri Discmary arded 0.6 0.55 1Peak Elev=93.13' 0.5 0.45 Storage=60 cf 0.4 0.35 LL 0.& 0.25 0.2 0.15 0.1 0.05 00 cfs 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time (hours) I I I I I I I I I Z>c-t-9 4 7 pitber MECcheck Compliance Report Checked By/ ate New York State Energy Conservation Construction C MECcheck Software Version 3.3 Release lc Data filename: C:\Frost Architecture Projects\Curtin\CD\CURTINsmaller.cck t COUNTY: Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 02/09/05 DATE OF PLANS: 12.1.04 PROJECT INFORMATION: CURTIN RESIDENCE 227 Assembly Point Road Queensbury,New York COMPANY INFORMATION: FROST ARCHITECTURE COMPLIANCE:Passes Maximum UA= 519 Your Home=519 0.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1335 38.0 0.0 36 Skylight 1:Wood Frame,Double Pane 16 0.400 6 Ceiling 2:Flat Ceiling or Scissor Truss 886 49.0 0.0 23 Ceiling 3:Cathedral Ceiling(no attic) 45 21.0 0.0 2 Wall 1: Wood Frame, 16"o.c. 1000 21.0 0.0 47 Window 1: Wood Frame,Double Pane with Low-E 171 0.390 67 Wall 2:Wood Frame, 16"o.c. 110 21.0 0.0 6 Window 2: Wood Frame,Double Pane with Low-E 7 0.390 3 Wall 3: Solid Concrete or Masonry:No Insulation 150 50 Wall 4:Wood Frame, 16"o.c. 625 21.0 0.0 23 Window 3:Wood Frame,Double Pane with Low-E 217 0.390 85 Wall 5: Wood Frame, 16"o.c. 235 21.0 0.0 11 Window 4:Wood Frame,Double Pane with Low-E 47 0.390 l8 Wall 6: Wood Frame, 16"o.c. 525 21.0 0.0 27 Window 5:Wood Frame,Double Pane with Low-E 46 0.390 18 Wall 7: Wood Frame, 16"o.c. 285 21.0 0.0 14 Window 6: Wood Frame,Double Pane with Low-E 33 0.390 13 Wall 8:Wood Frame, 16"o.c. 145 21.0 0.0 8 Window 7:Wood Frame,Double Pane with Low-E 1l1 0.390 4 Wall 9: Wood Frame, 16"o.c. 15 21.0 0.0 0 Window 8: Wood Frame,Double Pane with Low-E 9 0.390 4 Floor I: All-Wood Joist/Truss,Over Unconditioned Space 1925 38.0 0.0 50 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 165 38.0 0.0 4 Furnace 1:Forced Hot Air, 80 AFUE COMPLIANCE STATEMEN . , IEe fiifp9p• building represented in this document is consistent with the building plans,specificatio . s 41 .d1 sns submitted with this permit application. The proposed systems have been designed to me- th- ergy Conservation Construction Code requirements. When a Registered Design Profes on, 'ha �au)l"gi.ned this page,they are attesting that to the best of his/her • knowledge,belief,and p `v. ion. ""1' ch plans or specifications are in compliance with this Code. Builder/Designer .,�!� � - .., Date ` -/` lb `°FNt14`(O.* t. • • MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 02/09/05 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-49.0 cavity insulation Comments: [ ] 3. Ceiling 3:Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 3. Wall 3: Solid Concrete or Masonry:No Insulation,R-0(uninsulated) Comments: [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 5. Wall 5: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 6. Wall 6: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 7. Wall 7:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 8. Wall 8: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 9. Wall 9: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 2. Window 2: Wood Frame,Double Pane with Low-E, U-factor:0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window 3:Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window 4:Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 5. Window 5: Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 6. Window 6: Wood Frame,Double Pane with Low-E, U-factor: 0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. Window 7:Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 8. Window 8: Wood Frame,Double Pane with Low-E,U-factor: 0.390 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: Skylights: [ ] 1. Skylight 1: Wood Frame,Double Pane,U-factor: 0.400 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-38.0 cavity insulation Comments: j ] 2. Floor 2:All-Wood Joist/Truss,Over Unconditioned Space,R-38.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 80 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3" clearance from insulation. Vapor Retarder:' [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has'an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55 °F must be insulated to the levels in Table 2. f • for er able l: Minimum Insulation Thickness Th►cknessi of Intches b Pi Pipes. Sizes unouts Ins Circulatin Mains and R feated Water Non Circulating Runouts�� 1 5_ to 2 0 Over 2,' U1to 1" Up t, o l•25 11 2.0 '70-180 ure(Fl 1.0 1.5 70-180 0.5 1.05 1. 0.5 0.51.05 40-1 0 5 0.5 i 00-130 0.5 Fluid Temp. Insulation Thickness in Inches b Pi a Sizes Table 2: Minimum Insulation Theckness for Pipes.Runouts 1" and Less 1.25 2 5'to 4 Ran e F ___--- Piping System Types 1 5 2 0 Heating Systems 201_250 1.0 1.5 1.5 Pressure/Temperature 1.0 1.0 Low Temperature 120-200 0.51 5 12.5 Low Temperature 1.0 1.0 Steam Condensate(for feed water) Any Systems 0 a 0 0.5 0.5 0.75 1. Cooling40-551.5 1.50 nd Brined Water,Refrigerant, Below 40 1.0 1.0 and I NOTES TO FIELD(Building Department Use Only) i. WINDOW SCHEDULE Job Site/Address: 22-i• 4sse'gt ' Poix3r Z Date: 7, 14, 04 Owner: �N►-v-►c.k G4.e__ru.4 Application No. O t(-M Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening GlassNis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches 'PAitr►At. Size A PL.L.. As.M¢NT 7 153 A1"I p3/p1° A°-I13/A 1 6,4 18,4 4,1 244 "1 4.4 3/0I1 ‘I;e Ac, D 3 "► 4A1EMt-NT -4 121 2\-5'/,1" 2=534" 1 1 4,1 %.S 20- '/&' 2A --I/81t 11 "GAsieMgNNT 25 3/q""53 2\-1 4,,S3/.i"t � p 6,3 ,2 b, $ 2, . 1/eGe,6, AS -,is4 p ►► C.AiCMElser 2551E " "" LA '7 2 (v, $ 20, t/to" 4 15-7/e, V - ►, GAsimeHT 2-s tl 1-113/pu 3°• 113��1°� Al 9 5,1- 3,� �2"" Al-7,AZ;,, -F. "" fike�emeNT 5`I51 At-11W 5°-1�/s11 21,i- o a ..- I 61- ►" CEME C. °M 4"-11;�' ( t " "I ?O,I O � . I' t t FIx;Q u ►► 1-1 _ Aw>4►"° cr gl2S S►• 13/q I►-►13/�t 44 ,i d a — — �1 T " , Ntr4 41►7 3t-113/gs 1,-c 3/ 3.Z 3.1 — _ J 1 ►► AseMt4T 4751 1 3Al qt-11;/q" 15.2 1�,°I 15.1 A 2."" 5q"' " K. ► GJ4SEM NT 41 It It 15. 2. ri.," 1c 7S 4422 Ott Example Entry A Andersen Narroline 3062 3' 2 6'5 % 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" 11/16 Glazing Hung _ _ C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc WINDOW SCHEDULE Job Site/Address: 22. ASs*MMlilL% PeatSir 'fib Date: iz I I; /a4 . Owner: nzAc4-. Gk.n..Ti ri Application No. 0 (k- CH 1 Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening GlassNis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size L. ?E L I-A ,AwN IN Cr- ‘49.9. 3'-113//' (t-5 3/q' S 2 '3.°i --- - - .... ‘ca As. 1, GA$oMENT ' q-1 2t-113/q„ 51-11.5 ' r i 2 13. 2. II. I ?A11 ‘41 -.-Vag N . 11 it2551 21-134" At-113/y" 1, 1 S.k 3-,b O t/16" 5A 7/S U b ii 11 2559 1.'-13/4,1 41-t1 " 7, 1 8, I �, tc 2 D Vir ," 54 7/2.`, ? it 11 GoSCCM 3'-53/41" 5'-ti3 " is', 9 Vi•6 A ,°I `32 1/13" 4,4 - -7/6 11 E9. N411 DA°R. AdsTDM (01-4 " -1‘-.61/2" ?sty, 2 z,S, 9 36. 6 !oA 'r/g" 8OA" R t' CASEMENT 4uS,TDM 3t-6341 51-113/4i1 15,al ri.Jo A,1 (o4 5/s" $(o1/*1' S ►1 It 3911' i-1134" -5I-0/1u S•17 1,3 -- I di', 42Ils 1 7 4'NCWMet41° A 1I 3'-I134 51-1134 12,to - - — -- LI 11 j' ..3 1'45/9 11-i13/H1' 2 0 - - _ -- V 11 6AcEmENr ?ASS 2'-53/n' 2'-113/4t 41,�- 5,A A,A,'; 20l/6H '307/s" Example Entry A Andersen Narroline 3062 3' 2 6'5 '/2 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" 11/16 Glazing Hung C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc WINDOW SCHEDULE Job Site/Address: Z2?* Assfr l lN(r RoA Date: '3114/ 4 Owner: Ril.tc. 641,111N1 Application No. (W `--q 4 7 Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening GlassNis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size StEF' As,d V,/ PL4.LR rpo�H 72$2 (al..C',' (pl,le," 20.1 37, 1 lc, a (oL} '944," 7 l/q1, X l I p,,-ro r G,ATo M O'► 11V z`-1 3/4" 4o, — — — — Y , v 51r0 S. 'r *l i.A th, VS 101 2. '/2' 2 6" 2 ,4 1,3 . -' Z. ?SL.L.I\ OAS+;MENr 2li5 21•534" 2.'•llls/4" 4,7- 574 Ass 24:,'/v" 34)h/sn AR v I.vx 6 ,etAci.tT vs lag' 21 'h.' S' " 3, - 5,IA — -- -- ?8 ? 'L01)t FP ►v t4 v4'O11- Sce62- ' 03 i, I u i c '31 1/8 " 781/4► C G CASeMSKT 43- 2 4-3/q 3-I /•t !o, PD " Fixee A►Nv�4 252'5 I'I13/q" I'-It3/4" 2, (g, — — _ \ V — - I1 )yJNtNC7 c"rbM 1'_ 113/91 I'-;?/qt /i 5 1, 5 — FF 11 6ASEi" 1 61S541 It-ti Nit A-113 ►' I' 6rCT* 11 >ilL kuNer 24135 2'-534' 31-07/8" ,04,4 2,4' 2.5 25 i3/`" 13 7/'" D0%. Example Entry A Andersen Narroline 3062 3' 2 6'5 '/2 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" " . 11/16 Glazing Hung C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc WINDOW SCHEDULE (� R_ Job Site/Address: 22�- AssEMIBI,Y " `"Isir- I p Date: (2/l/b4 Owner: FAc �L. C i Application No. 0 "I 2 L Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening GlassNis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size 1-1k Po L.L.A. 6ASEMEIar 2141* 2`-`3/a 3`-1� /4tl 6i 6 7,5 S 9 le,'/a" 44 list' T. " ckSem5IJr 2i7.i 2. 3/4 5'-l13/4 10,s 1(.7 ,•S _ it 2 /s t�� Ig Example Entry A Andersen Narroline 3062 3' 2 6'5 '/2 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" `° 11116 Glazing Hung i A i l 1 I C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc i , 1 1 Job Site Address: ,444r mei,Nr fc>iNT i Date:. 1241/azk' Owner: PA IG*.. Application No. _ File No. 0 el -CI L( 7 Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of +'y'1 Req. Light Actual Req.Vent Actual Sq. Ft. Remarks Room Room ;'? 8%of Room Light 4%of Room Vent Opening for in 5 Area Square Area Square Egress Square Footage r. Footage Feet 10. . Jive? 21,44 2stcl lc), 2 a3, I Co,62_ Ibeo I15 °I,Z 14. I 4, 6 1(0. 2. N /q 24.9(ip 12,48 4 N /A /eS/Iif2os 9°4 ;�• 72,32. 116, 1(0,16 (v2,G � : N /A .202 20,zdt 22,q a 10 , 12 I S, 4 '},c1 v,Alie5 206 Itc),4 20,1 5, Z Il0i37) NSA 201, .. o 24,8 24. 5 f ' 12.A 41 , • • L:\SueHemingway\Building.Permit.FORMS\Nat.Light.V entil.Calculation.Sheet.doc MAP REFERENCE: MAP OF A SURVEY MADE FOR MAHTAR AMIR SELEH DATED: JUNE 7, 1984 BY: VAN DUSEN & STEVES S, DEED REFERENCE: HARRY & GERALDINE BLACKMON \ TO PATRICK E. & KATHLEEN M. CURTIN X DATED: SEPTEMBER 14, 1989 0 Tj\ O Z\H LANDS N/F OF SUPPLY W \ � _ t \ e ADJOWER'S 194. .5' i Fes+ HOuSE 57 \ x n g IT �+ °42 N81 ' 44 E $A \a KE❑ \� DoCK 1181± 2 Ln 14.77' ALONG SHORE r\ '— \ M GARAGE GEORGE a! AREA cA l N°USE LAKE ELEVATION = 319.25' N ►^ 2 STORY 21,279 sq.ft. �\ �� ► LANDS N/F OF r 6 WOOD FRAMED 0.49 acres N SUPPLY U HOUSE �-\� rn N \ BM04 CRUSHED g� \ , TOP OF NAIL M STONE IN TREE 1�ti �Q DRIVE ELEV. = 334.67' 1 78.34' C'8 33.54' 8.0 00 S84°34'13'W 99.27' � Dom 1" I +. LANDS N/F OF LARAIA / LANDS N/F OF WOODRUFF LEGEND: O IPF = IRON PIPE FOUND O IRS = IRON ROD SET czL = UTILITY POLE o = CHAIN LINK FENCE o = WOOD FENCE SPOT GRADES C. STD' EXCEPTING AND RESERVING THE RIGHTS OF THE PUBLIC TO THOSE LANDS THAT LIE WITHIN THE BOUNDS OF _ u O ASSEMBLY POINT ROAD. A. A '��'\/\ 'UNAUTHORIZED �D+ DECEMBER 31, 2002 atel +-� u S � 'UNAUTHORIZED ALTERATION OR AD01710N TO A SURVEY MAP BEARING A LICENSED LAID SURVEYORS SEAL IS A Map of a Survey made for JcQI e 1'=30I VIOLATION OF SECTION 7209.SUB-DIVI"z OF THE & NEW YORK STATE EDUCATION LAw• S OILY COPIES FROM DE OF THEL OF THIS SERVES MARKED wtN AN ONS03 OF THE LAND SURVEYORS RPI - �SHALLBEGDN�,DBEYALID RDANCEGGP . PATRICK :E . & KATHLEEN M. CURTIN CERTIFICATIONS INDICATED HEREON 9GNIFY THAT THIS sERYEr WAS PREPARED N ACCORDANCE W7H THE Land Surveyors BY TH G CODE OF PRACTICE FOR LAIN SURVEYORS ADOPTED BY THE NEWRVE YORORS. STATE ASSOCCERTIFICATIONS OF PROFESSIONAL LAND SURVEYORS.SAID CER7PMoV710N5 SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Is PREPARED.AND ON HIS BEHALF TO T11E 7171.E COMPANY.GOV01M ENTAL SHEET 1 AGENCY AM LENDING INSTITUTION LISTED NFAECN.AND T 9 Haviland Road Queensbury, New York 12804 TO THE ASSIGNEES OF THE LENDING INSTITUTION.* Town oi. Queensbury, Warren County, New York 1 7114106 HOUSE LOCATION CURTIN C870 (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02368 8-5-13/226.19-2-22 r � I it yak . O� O � j ,110�0Q- ` �c O y y I � . u have seen or observed,or believe I saw evidence of, o� all objects such as houses,wells,trees,.fences, etc., m also represent that I have n I — � document w this e shown t P 4 5 7 personally asured the distances set forth on the diagram." °' 9 W m m \ _ _ — LAND5 N/F OF _ o S MAY SUPPLY .._---1 s Z >-4 ��ATU RE D E I _ , +� � _ W it 1 ti 00/ YAFD HED 15 / ... 1 � M .. 4� .. E a- r / t 0 E H S �( t� —••- I 1 1 : i II 1p2 1 v\,� f 1 Iq Gy�PTIc o RWA --- _ r I � i r BIDG• 510E SEfBAGK . _...�• ; w LW X " 1 EX15T NG � 5 EX15TINo GAGE } r o 1 W ~N i1 it Hopi 11 ~ 'e� GG ,Q P4 U o a 1 v4 o I I I 1 Z `Q i �� Im O i I 1 x, i t LAN D5 N/F OF �05EKT �- 5UZANNE SUPPLY v: 1Ira � NORTH , L _5UPPLY'5_WELL N 4 � u . 4A Q NEW��No I N 1 , ♦ zz .. 1 W�y\v� Ui 1 2o,,o„ 0 1 1°at n i 1 FIL 1 , 1 ..._.»_»._.»_..._»._.. 1 1 �N G EVE AY V 1 I 1 R o LAN DS N/F OF I NA1N b �c15T,NG ASPhA�T 1 J05EPH RITA LAKAIA N — - cn I N 58a ° i "W o� cn r- ---j In 586°10'13"W Zj I � 0/ LANDS N/F OF r I � o, GEORGE U✓OODRUFF i W SITE & ROOF PLAN V1 S P I i a I