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2004-167 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF O CCUPANCY Perrrut Number. P20040167 Date Issued: Monday, November 14, 2005 This is to certify that work requested to be done as shown by Permit Number P20040167 has been completed. Tax Map Number. 523400-300-000-0001-002-003-0000 Location: 200 Clendon Brook Rd Owner: PAUL & CHRISTINE KOBEL Applicant: PAUL & CHRISTINE KOBEL This structure maybe occupied as a: _. Single Family Dwelling By Order of Town Board 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 Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. BLDG. PERMIT NO. 2 0 04-16 7 i APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested.for the property located at; 200 CZendon BILook Roast for the following uses: S i',ngte Fam.-y Dwelibtq June 8, 2005 DATE SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ( )APPROVED ( )DISAPPROVED with the following conditions: Ce;zx , cate ,o{ Occupancy to be .zzued upon conipZetion off: 1) Comptete Siding 2,) CompYu to 1 n,5u&ru on .) Comp&xe Ra E TEMPORARY CERTIFICATE-OF OCCUPANCY FEE: ( )$10.00 DEPOSIT: ( )$100.00 received on June 8.. 2005 Date of Issuance Director of Bldg. & Code Enforcement TEAS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 90 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate-is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. , _ '- TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040167 Applicatiori Number: A20040167 Tax Map No: 523400-300-000-0001-002-003-0000 Permission is hereby granted to: PAT TT,& CTTRTSTTNF.KO-BF,T, For property located at: 200 Clendon Biook 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 die NYS Uniform Building Codes and die Queensbury Zoning Ordinance. -! Tvue of Construction Value Owner-Address: PAUL& CHRISTINE KOBEL Single Family Dwelling $200,000.00 41 ARBUTUS Dr QUEENSBURY,NY 12804-0000 Total Value $200,000.00 Contractor or Builder's Name /Address . ' Electrical Inspection Agency Plans&Specifications 2004-167 3436 SQ FT SINGLE FAMILY DWELLING' 4 $412.32 PERMIT FEE PAID-THIS PERMIT EXPIRES: SuLLd'aypril(If a longer period is required,an application for an extension must Ue made to the code Enforc �'�P of die Town of Queensbury before the expiration date.) I' ( �'---- I i Dated at the To o eensb ,April 23, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY \ 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040167 Application Number: A20040167 Tax Map No: 523400-300-000-0001-002-003-0000 Permission is hereby granted to: PATTl,& CBRTSTTNF,KnBF,T, For property located at: 200 Clendon Brook 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: PAUL&KRISTINE KOBEL 41 ARBUTUS Dr Single Family Dwelling $200,000.00 Total Value $200,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-167 3436 SQ FT SINGLE FAMILY DWELLING $412.32 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,April 23, 2005 (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 of Queensb F ' a Apri123, 2004 SIGNED BY for the Town of Queensbury. Director of Building& ode En orcement Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A 11 (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. C�laIt. 24"(h)x 20"(w)min. 44"Max.Heigbt above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK ampproofing/Waterproofing Materials On Plans Joundation Drainage On Plans,if required "Drop in 10'Exterior Grade F , g Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where e uired Ace and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls latforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2 Story Smoke Detectors Battery Backup and Proper Location B oom Fixtures Proper Clearance Hall Width,36"min. andrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation I Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level fy'Spil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed OV Job Site Address: '35D 'Uv Date: Owner: =� G}�VLI�v� tI) �� Application No. File No. 7 Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of f Req.Light Actual 4 Req.Vent Actual Sq.Ft. Remarks Room Room 8%of Room Light. f -4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet �1 _. ', � rA��L� LSD � S7-'� '�� 3•Z 4 N P'L� Z 2t� ON,, E 3 5 j r s L:1SueHemingway\Bui lding.Pecmit.FORMS\Nat.Light.V entil.Calculation.Sheet.doc +Job Site Address. kD' °-o — 2'3 ' Date: �"� b Owner: PflLA.. +,c:.41055Tl�E— -K661E� Application No. File No. � D2- WINDOW SCHEDULE w des Via, z.` # #b' OpeningSpec ficatpnsc 4�:... Window Window Mfg, Window Unit or RQugh Rbgh SET x SS�FT SiQ PT} Clear Clear Special Hardware or Number or Name Model Stock Opegtnglpenlrag Glass/Uistbentgtess/ IeaX Opening Opening Height Instructions Letter on Or Type Number Width C i g `'�Ie}ght` le ' ' , ` OOpemag VLNdth)n Intohes. Plan Call Size cFX tgl� r s " � ' ncheS , 5 5 G � $ 4 y tr J �R -THIS LINE HAS EXAMPLES .OF SAMPLE ENTRIES 900, .: ..<, _Andersem N�rrolre3 2,1/3• 6 5./z 5: z . > '3' 24:1 i 5•, ,-:. ,:�-8 ,,�, ,.60 t. �, >�: Tem :,eyed -�: ,.. �,.�,•,�a:� .�� -,ta:�,,� p � :�1�I 16 ..:..,r7 .. ., ;.<".'� x...!„ ar f :,c-., _,s-•. .cr. r �. .•.. .,t :'r7 r...�{- Ata'�.,.. Gt y F v� s u� > a ips�}` ��r±:.. Glazlrl �� g .�...,, „. r:�s�'I�tin ��„ 7 ,��•., u 7� ry � .� L:\SueHemingway\Building.Permit.FORMS\Window Schedule.doc Project Name: PIA\A—-'C4fQ-5-i NL 9680— BP# — �p Address: u r Prk,3 yi16 D 0— Q L&t�a me-( Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed ... ... M yes ❑ ❑ 2. Energy Form or CheckMate Energy Code Compliance Forms Complete.. [ ,yes [:]no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program...... ... ...... .. ❑yes ❑no ❑n/a (2 copies) 4. Septic application completely filled out(if applicable)...... ............ ... ... t4yes ❑no ❑n/a S. Solid Fuel Burning or Gas Appliance Form... ......... ...... ...... ... ... ... ... . yes Ono a 6. Electrical Inspection Form... ...... Ors ❑ ❑ 7. Two(2) complete sets of structural drawings..... ... ... ... ... ...... ... ... ... ... ..yes Ono ❑n/a a) floor plan;b)foundation plan;c)cross sections:d)elevations; e)window and door schedule 8. Two(2)site plans showing location of the structure to be built....... ... ... Myes Ono ❑n/a f location of well or water lines,location of septic system or sewer line. 9. Setbacks from property Lees to new structure... ...... ... ... ...... ...... ... .. Ono ❑n/a lo. Setbacks to neighboring wells and septic systems,including onsite wet.... [—]yes Ono /dn/a and septic systems (if applicable) 11. DrivewayPermit... ... ... ...... ... ... ... ... ... ... ...... .................. ... ... ... Pyes ❑ o ❑ n n/a Date: ► Staff Initial: L:\Suel-kR=gnay\BuildingPernutFORM.S\Generic Giecklist.doc January28,2003 Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid, $ 3 valid building permit. All applicants' spaces on this Rec.Fee.,Pad $ application must be completed and must appear on the Reviewed B 1 , application form. ,�' Applicant: ?W�, + 64(1 i5Y1 N)� OWL- Owner: SS 1-4 L;-r` Address: 1-fI R?,i�L7-tu 5 'op- c?ulb--Y�G0-X`4 NY Address:, tad 0104 ;;�CQ 06 1-2C 3 Phone#(5 k 2)213 - cog S Phone# SCt'�YYi-2. 3 Property Location: Lot Nurfibbeer: (5 / House�Number Subdivision Name: nMNL,, Tax Map Number: � "v� New Building: residenc /commercial Estimated Market Value of Construction: $ ❑ Addition: rest ence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'1 a Other work(describe ) Check Oecupancylnformation 1` Floor 2° Floor Other.floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling i 10 0 S 3� 3 g 3 6 ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ -Manufacturing ❑ 1 car detached garage 2 car detached garage r 0 3 car detached garage MAIN r rr n,ii=r_rjczni iov 0 1 car attached garage BU!LD';!G 41,i,M 0 0 Q E ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- (CJv� b commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure '9 feet Z inches Will any second-hand or ungraded lumber be used? If so,for what? t-!O Type of Heating System: electric oil gas/wood /forced hot air/ baseboard/other: Number of Breplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder iE5 1)HrzaLrrV G Nov •GF"- -1qW FrSgjp Plumber o o � lei _ -a-�l-1544- Mason �� IEYL . �} Electrician p s Declaration: please sign below after you have carefully read the statement: To the best of my knowledge 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 pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Buildin a d Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of an c e' n Signature: owner 'waer s ageYt,arclutect,contactor ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings(3 Stories or less) - Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: NA, fc�2��iis�/L �kv�c� cc�� r��, rD Ou82L94 f 0-1 -2.3 PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- /VW l Fg�— square feet 2. Type of heat- Electric Oil Gas Other 3. Is building mechanically cooled? yes X No 4. Percentage of area of windows and doors Over 17% Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND►TO R VALUES AS , SHOWN ON PLANS SUBMITTED: a: Roof R 3? b. Exterior walls R 2L C. Glazed areas LaW q GLASS R '3.5- d. Exterior doors SSE, inSvL,RT5D R e. Floors over unheated spaces R � f. Edge of slab on grade(heated building) R g. Basement/cellar walls(above grade) R 13 h. Basement/cellar walls(below grade) R 13 i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Epp 'c i e Date Phone Number ?9 3 (C,8 Vg, INSPECTOR'S REMARKS: W saw �� RicJratd A.11✓Iissita Highway Superintendent ]J EPAflZ.I,MEN Home(518)798-5127 742 Bay Road • Queensbury,NY 12804 Midwd F. Travis Deputy Highway Superintendent Office Phone: (518) 761-8241 (518)798-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT D(�—16 7 DATE: �L i o . ® ��y� ® 60 APPLICANT NAME: P��,a- GH(Lt�Ti K��L� APR p 2004 TELEPHONE NO.: 5($, 79 3 Po$ TOWN OF QUEENSBURY BUILDING AND CODE ADDRESS TO BE INSPECTED: RETURN ADDRESS: 41 N�bmts 6-C; a 1^(',i- kL� l ' Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( )Preliminary Approval NEED: ( )Slight swale ( )Level with the road ( )Deep Swale Size pipe to be used(if necessary) ( )12" ( )15" ( )I8" ( )24„ ( )36„ Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon-completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval ( )Rejected DATE: Richard A. Missita,Highway Superintendent Application for Permit=Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)-761-8256 1. OWNER INFORMATION: .............................. Office Use Location of installation: Cl,ErJ3 �'3 3f4�V— 0 Qi.L4g�i3Lgv ; File Permit No. 0q Tax Map No. t� Fee Paid Owner's Name: P>gUL �O N 1z�5(i�� Kv� — i....................................................................................................... Address: q( FiAGU u5 b9- Veft"E60-Y 2. INSTALLER'S NAME : JETFF C.eL" ! 4C r,�Z— 5kG• 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 = � 9 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = ON 9 0 Garbage Grinder Installed yes_ / no' Spa or Hot Tub Installed yes, ! no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) ToRoQrVhy Soil Nature Ground Water Bedrock or Impervious Material . Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay RoGkey ;4A r'VA if well; water supply 5-%slope other from any septic-system depth: absorption is 10 0 ft.4' other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: l'� '-�`-( 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: 1-2 4,01 gallon (min. size 1,000 gal.) lj�/�c C o w 10—£rA-9 6q Tile Field: each trench �`� ft. Total System Length: Seepage Pit(s): number of size of each: r�ft. by " ft. Size of Stone to be used: # 2 / depth or thickness feet Bed System Size: Sr x S D Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) _ Number of tanks: / 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. v kJV Signature of responsible person Date -Towel of Queellsluii•y -- sqwc:rs'and Scw*i,.c Dimposal Chavir:- A1)1)mulix C: t BE"P11ItN1' O N ItjAZl,)I RMNI VI NIS , r ' ..•.-....�.rrww.r «• 1-- fPIONp 'x'r c�Si x rt ct'w.•t . G TAI tY�CV! ' rrar • h , 7. SlrjN A.rjRE &II�IFORMATIQ�1 O t axu� usL � ��• �►, .�.�...:; Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: `(O am/pm Date Inspection request received: l v Inspector's Initials: AAb NAME: X—C) PERMIT#: 0 LOCATION: 0 C—LC-y\ bQ8j D5rc,v 1 12—f , DATE: D / TYPE OF STRUCTURE: Commen, Yes No WA 1 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. late _ Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safetyp�lazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: 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 s . ft,150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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''/z"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 As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required lood Plain Certification if=quired kay to issue C/C --/O [ empora ei nanent] L:\Building&Codes Forms\Building&Codes\inspection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection 'Office No.(518)761-8256 Arrive: am/prrt� Depart; �m/pm Date Inspection request received: Inspector's Initials: N(��- �] NAME: _ ont Ko PERMIT#: o � [ LOCATION: L1 R r, �- DATE: Ce 19 16 _ TYPE OF STRUCTURE: r -- __ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake Cdv6i✓t 1ZRA41T ��C INCv 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Co m lete N 6Jqb,4— 60 Lr a 4.&X3�7 Guard 30 in,or more a?,stairs,decks,patios Guard at stairwell at 34 in. or more ward at deck,porches 36 in. or more xterior Finish Complete ��nr. s l b reJrG Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector _ athroom Fans, if no window lumbing fixtures Foundation insulation Floor truss,draft sto in finished basement 1,000 sf enc a re below grade Base closed Basement stairs closed rise>4 inches �461 t� � Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . f3.-150 s .ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewe a t. n ection Sticker Flood Plain Certification, if re uired I �D ' UG +�� l ,G Oka to issue C/C or C! Tem orar /Permanent / i G/v L:\PamW\Building&Codes\Ins ct' Forrns\Res, Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 - Arrive: am/pt D epart. J.. m/pm Date Inspection request received: Inspector's Initials: —�- NAME- �{� - PERMIT#: 0 4 A LOCATION: 2 C�.y"�Tb 45 (3I DATE: _ TYPE OF STRUCTURE: _ _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location COVOC X9A-w i FA-C fNCov Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" A N �� Ca t.J kti��j V Roof Complete/Exterior Finish Complete _ Guard 30 in.or more @ stairs,decks atios Guard at stairwell at 34 in. or more uard at deck,porches 36 in. or more xterior Finish Complete (��C 7- s l b fe�G Interior/Exterior Railings 34 in.to 38 in. ` Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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 Valves installed/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. ` Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector _ athroom Fans,if no window lumbing fixtures Foundation insulationp ��G-�� Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade _ Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/SeweybeptAn ection Sticker Flood Plain Certification, if re uired I Okay to issue C/C or C/O 1 Tem orar /Permanent L:\PamW\Building&Codes\Ins cC) Forms\Res. Final Inso. form 2.docLast printed 2/12/04 Queensbury•Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/ epart: � 5 am/pm Date Inspection request received: '".. .e. - Inspector's Initials: NAME: -•O �_ PERMIT#: LOCATION: n j POA.,' DATE: TYPE OF STRUCTURE: 77 _ Comments Y N N/A Chimney-Ht./"B"Vent/Direct Vent Location /� Fresh Air Intake 00 6c- 3 inch Plumb Vent through roof minimum 6" �4 ( GL Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks patios L stairwell at 34 in.or more deck, orches 36 in. or more inish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors-%main entrance 36 in. Bathroom/Kitchen.waterti ht Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: 7. Carbon Monoxide Detector Bathroom Fans, if no window lumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ I Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in,(ht.)In accessible area Crawl Spaces 18"x 24"access, I s . ft.-150 s . ft.vents Buildin No./Address visible from road Final Electrical ite Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0 Temporary/Permanent L:\PamW\BuildinQ&Codes\Inspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 7 1531- NAME: LOCATION: C[CrN,1>613 -?,-5/2A , Po. PERMIT#: ` 1 Final Survey Plot Plan Approved Denied The attached fmal survey has been received by the Dept. of / Community Development. Upon review t survev has b n: Craig o , Zoning Administrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc '. Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/ptt,� Depart: 1c Z0am/pm Date Inspection request received: Inspector's Initials: _ NAME: PERMIT#: ao�L�r LOCATION: �� DATE: — TYPE OF STRUCTURE: _ �G Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" I Roof Complete/Exterior Finish Complete -Guard 30 in.or more(a)stairs,decks patios Guard at stairwell at 34 in. or more ward at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. 7 Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety lzin /Window in stairwells safety glazing /� p Interior Smoke Detectors: ° tri5kAefZ— Outside (/` �U C�U(,tA,AJS � hf-v)lt, Ever level: / Eve Bedroom:Y ry every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector �Ci �(/�b/Z (kll� K1� �►�=/� Bathroom Fans, if no window Plumbing fixtures Foundation insulation C/1�„ ( gk� 60_r /rV$Uj_ . Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade _ Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/1�4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"acces , 1 s . ft.-150 s . ft. vents Building No./Addresf vis' fro n road Final Electrical Site Plan /Varianedreq4ikd Final Survey Plot Plan � �os As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/ Temporary/Permanent L:\PamW\Building &CodesUnsvection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/ m rt. '5%m/pm � �C�1 Date Inspection request received: _ Inspector's Initials: NAME: �tV L l��j �L— PERMIT#: (I/ . LOCATION: (—:LGiv oe a7 ljg K y— _ DATE: TYPE OF STRUCTURE: JV Comments Y N N/A ,, _ Chimney Ht./"B"Vent/Direct Vent Location L) Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more(a),stairs, decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more " Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.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 Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/,doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: I Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping stoppi!jg finished basement 1,000 sf Emergency egress below grRde Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area Crawl Spaces 18" x 24"access, 1 s . ft.-150 sq.ft.vents Buildin No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Se tic System/Sewer Dept Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0 Temporary/Permanent L:1PamWlBuilding&CodeslInsvection FormslRes. Final Insp. form 2,docLast printed 2/12/04 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: �5 Queensbury Building&Code Enforcement Arrive: a 'pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: fco� NAME: E C] �'l� f �' PERMIT NO.: f c2 7 LOCATION: �00 06^6 INSPECT ON: RECHECK: Comments and/or diagram Soil Type: &Lnd/Lo / lay— Type of Water: Municip l/Well Wat r Waterline separation distance _ft. Well separation distance ft. Other wells: $. Absorption Field: Total length Z C:} ft. Length of each trench ft. Depth of trenches ft. Size of Stone 2i Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank D Tank to Distribution Box l 7 Distribution Box to Field/Pit i / ►I Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan _Y N vl Engineer Report and As-Built Y N LocatinFronSRear ystem on Property: Left Side Right Side Middle Fron Middle Rear S stem Use Stat s: Approved Partial Approved and needs to be re-inspected, please call the Building& Codes Office Disapproved Last revised 1/6/05 r� DOROT 3 . // 310,083 sq.ft. ; 5 �CeC L r ✓/G� JEANIN 7.12 ac,es ��` Noe-7'15"E 469.39' PROPOU OSED ONE FND. EMAINSz'� f -2,05D` r rN- ' "E S001V \ 4E7 RA =6:44fr,in. �04 �.3+ r2n IQ •E $05" E �20P w 2,.5831 3p3.p 33 7g�Q*w So 3, ROAD 2�60 2�2 w w 059, ,3'� O Si` •r'd#1rtl'th�i t { i5 a- Map of a Survey made for Lul V. & Christine A. Kobel ---Town of Queensbury, Warren -County, __Net_-York-_ 9_11_03—____PROP-OSED-HOUSE Ain n A TL' nrczrI?IP7 APR 0.8 2005 12: 07PM HP LRSERJET 3200 1'• 1 "v NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4406 Fax -518-792-8511 April 8,2005 o4 Project#4959 Mr. Joel Clugstone VIA FAX—745-4437 Building Code Enforcement Town of Queensbury RECEIVED 745 Bay Road Queensbury,NY 12804 APR a 8. 2005 TOWN OF QUEENS13URY Re: Septic System SWING AND CODE Paul &Christine Kobel Residence, 200 Clendon Brook Rd. Dear Mr. Clugstone: This morning I examined a deep soil test pit at the site of the proposed septic system. for. the Kobel residence on Clendon Brook Road. The test pit was located in the near, left side of the leach field as viewed from the road. This location was selected because it appeared that it had the least amount of fill placed on it during the general grading for the house. The soils at the test pit.are: 0-26" granular fill material; 26-30" original topsoil; 30-43" loamy sand and gravel; 42-72" sand and gravel.' There was a slight indication of mottling at 68"and the soil was moist, but not wet, at 72". Based upon this information, I te*commend that the bottom of the leach field laterals be placed in 'the top of the loamy sand layer at approximately 30 to 36" below existing grade, This. will provide a minimum of 32" of separation to mottling and get the bottom of the trench below the existing topsoil layer. After installation of the trenches, some general grading will be required to make sure that the bottom of the trenches are no more than 30"below finish grade. Sincerely, Thomas W.Nace, PE Cc: Jeff Lee COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE `�-(ELECTRICAL APPROVAL Permit No........................................Cert. U 4 7 91 Cut-in Card No............................ � Owner..................1P.,.../��.1. /.....................y........................................................ Location..............S /�`?'/1!U..! /�....p R............................M4 .* ..........�. Installation Consisting of 4i..... 1.........:....... Q.. ....1 .. ..�/... . ..,........ c:.117-• .�.4f .�.. f �t .....lr.... ..1��C1.[��..................... .................................................................................................................................................................................... Installed By......... ; �. f 1Q�GC ............................................Lic.No................................................... ........ ...................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of Tthisrtifleate. ections at any time, and if its rules are violated,the Company shall have the right to re ke '� `�Date............... ... ............. ...... INSPECTOR.... ......... . .................. .......................... Framing / Firestopping Inspection Report 2 /�) Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: arn/pm Depart: (fjam/pm 742 Bay Road, Queensbury, NY 12804 hispector's Initials: NAME: l�O�Gam— PERMIT#: �� v LOCATION: ryj 4C INSPECT ON: C TYPE OF STRUCTURE: Y N /A COMMENTS " Framing Jack Studs/Headers Bracing/Bridging �2Jtj Abv c1 t p 3 kL �C'aew<- 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 snow 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 % 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report PbA Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ eppaart: } J�am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial-2 ' NAME: Ko,o e-,L- PERMIT #: 16-7 LOCATION: CSC-.As T.rJ �vi�.d� INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/chan a of direction Water Supply Piping Cooper Commercial Coo er,CPVC,Pex.One and Two-Family ;Insulation'%Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Dot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properl /No duct toe 01 COMMENTS: • --e-A L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repomdoc November l7,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: jI Queensbury Building&Code Enforcement Arrive: am/p i D art: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: 4 PERMIT 7_ LOCATION: INSPECT ON: 6 3 TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes _ Water Supply Piping 49 l opper Commercial Co per, CPVC,Pex One&Two Family 1Insu1atiori;.,/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace uct Work Sealed Properly `C -vimENTS:' L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:,`� NAME: ��c��L PERMIT#: LOCATION: INSPECT ON: Z O TYPE OF STRUCTURE: Y N N/A COMMENTS raming Jack Studs/Headers 7etLt /4b�7! / [ �� 41� j57 Bracing/Bridging a �o, 3 7- 62�yy� 5 Joist hangers Jack Posts/Main Beams Z ROw5 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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour :Firestopping Te_ Penetration sealed � �,- i►G1 16 inch insulation in cavity min. ►'L �' Garage Fire Separation House side I/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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 'kK Queensbury Building&Code Enforcement Arrive: tin part: �/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia ,. I NAME: PERMIT#: l LOCATION: INSPECT ON: TYPE OF STRUCTURE: �e � N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents (� Cast Iron Copper Drain/Vent/Comm. l� Plumbing Vent/Vents in Place Rough P bing/Nail Plates ) ll He or Air Supply Test Drain and Vents 65 7/q- 5 PSI or 10 ft. above highest C74N Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family 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 COMMENTS: L:\SueHemingway\Building.Codes.inspection,FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm� part: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: _ INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Ceti , Cast Iron, Copper Drain/Vent/ Comm. - Plu Vent/Vents in Place } �Aro-ugh Plumbing/Nail Plates ; 1 % inch min. Drain Size Washing Machine Drain 2 inch min. _ Ye '`cort�iir Supply Test rain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply.Pipmg Cooper Commercial Cooper, CPVC,Pex One and Two-Family 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: 0 l� C-- Z>3C_ . 6(� d/ U(Z �7dvL • v FIt?6 IZ4/,,) / " TG/I L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: i Queensbury Building& Code Enforcement Arrive: _ am/pm Depart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PE IT#:�Q\ C� � 1 ,o7 LOCATION: IN ECT ON: r TYPE OF STRUCT RE: Framing Y N N/A COMMENTS 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 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Ancho o is 6 ft. or less on center N,J&e'and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity mi . Garage Fire Separation House side %2 inch or 5/8 inc Type X Garage side 5/8 inch Type Ceiling/wall Windows Habitable Space/ edrooms 24 in. (H) 20 in. (W) 5.7 sf above/belo ' grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM STraming Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date'Inspection requ received: Queensbury Building& Code Enforcement Arrive: Z cst rt. m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. ((( NAME: " PERMIT#: LOCATION: INSPECT ON: —� TYPE OF STRUCTURE: Y N N/A COMMENTS raming Jack Studs/Headers N j,QA� A-)(V @ �5 Bracing/Bridging Joist hangers �b. �w. _ �e iQd LA-LV�, Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. 81NO W& Headroom 6 ft. 8 in. Stairwells 36 in. or more A) �� Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Ai✓C D/e �6LU 1A(Al Metal Strapping for Notches Top Plates 1 %z (w) 16 gauge(8) 16D nails each side <<'b LA, Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center � Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire 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 L:\SueHemin-way\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 4 M Queensbury Building&Code Enforcement Arrive: -am/p Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: rG1 G�_.Y I')�'1.� PERMIT#: LOCATION: CGa�Do,J 21C, INSPECT ON: 7 %0q TYPE OF STRUCTURE: Comments Y N/A Footings 1� Piers Monolithic Slab Reinforcement in Place The contractor is responsible or providing protection from freezin 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 Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab B ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundati on Inspection Report.doc January 28,2003 Afik Foundation Inspection Report 2— Office No. (518) 761-8256 Date Inspection request received: j-7 6 5Z Queensbury Building&Code Enforcement Arrive: am/P Depart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: y ` NAME: ��L PERMIT#: ce-p`f'/4P7 LOCATION: v G INSPECT ON: �6 e&v TYPE OF STRUCTURE: Comments Y 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 enforcement in Place Foundation Dampproofing o a io" roofing Type o ampproofing/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 Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 v Tanya L.B. Bruno Architectural Planning Consultant April 23, 2004 Town of Queensbury Code Enforcement Bay Road Queensbury, New York 12804 RE: Kobel Family Residence, Queensbury, NY Stamped Drawings dated July 15, 2003 Recent review of the Kobel's application for Building Permit resulted in the following Addendum: I. Proper egress windows in the bedrooms are part of the current design, as demon- strated in the window schedule on Sheet 6 of 7. Enclosed with this addendum are ad- ditional Light and ventilation calculations. 2. Drainage membrane is only required by the footings of the foundation and over the top of the drain pipe, rather than up the entire stem wall as the note implies in Draw- ing Section A-5. Stem wall will be waterproofed as per Code Section R406.2 3. The screened porch will no.longer be built at the same time as the house, therefore an appropriate sized landing ( at least 3' deep and 6' wide) will be supplied outside of the Family Room French doors, with exterior steps to have 6" rise and 9". run as in the General notes, Sheet 3 of 7. 4. The requirement for battery backup for each smoke detector should be added to the General notes, Sheet 3 of 7. Also, as per New York State Code section R317.1.3, a smoke detector shall be provided in the basement of the dwelling. Additional detec- tors could be place in the family room, living area and study for additional assurance. 5. An appropriately sized footing shall be supplied under the chimney to support its weight. Section R 1001.1.— 6" beyond each side of the exterior dimensions of the chimney, at least 48" below grade. 6. The footing for the walkout side of the basement needs to be set at least 48" below grade (frost depth), as shown on the family room elevation. 7. The curb at the top of the basement stairs within the garage will be increased to 3' x 3', to act as a platform to decrease tripping hazard. Equivalent dimensions could be accomplished by building up to the curb with wood decking, as long as the Rise of each step (8 1/16") remains consistent. It will be necessary to adjust adjacent door position by 2' away from stairs. Th nk you, TanY'd L.B. Bruno Cc: Paul Kobel & William Montgomery, Jr. 119 Gurney Lane Queensbury, NY 12804 Phone:518-222-4973 Email:TBrunoConsultant@aol.com sl r/ KOBEL FAMILY RESIDENCE by TANYA BRUNO,CONSULTANT PRINTS DATED JULY 15,2003 ADDENDUM APRIL 23,2004 NATURAL LIGHT, VENTILATION & EMERGENCY EGRESS REQUIREMENTS HABITABLE RM ROOM AREA(so REQ. LIGHT ACTUAL LIGHT REQ.VENT ACTUAL VENT EGRESS OPEN.(so REMARKS 8%OF RM. 4%OF RM FAMILY ROOM 490 sf 39.2 57.4 19.6 53.2 7.6(x7) LIVING/DINING 430 sf 34.4 34.5+PICTURE 17.2 19.44 5.81 (x2)+3.87(x2) KITCHEN 360 sf 28.8 6.42 14.4 3.62 3.59+DOOR 1204.3 PROVIDE ARTIFICIAL LIGHT STUDY 180 sf 14.4 20.9 7.2 11.66 5.81 (x2) BEDROOM#1 200 sf 16 20.9 8 11.66 5.81 (x2) BEDROOM#2 210 sf 16 20.9 8 11.66 5.81 (x2) BEDROOM#3 210 sf 16 20.9 8 11.66 5.81 (x2) MASTER BEDROOM 330 sf 26.4 31.35 13.2 17.43 5.81 (x3) r1 KOBEL FAMILY RESIDENCE by TANYA BRUNO, CONSULTANT PRINTS DATED JULY 15, 2003 ADDENDUM APRIL 23, 2004 MINIMUM FIXTURE CLEARANCES PER SECTION R307 NOT TO ANY SCALE 3'-5"actual 1'-32"actual ,15" min. 42" X 42" min. 21" SHOWER Ll I- k� 1'-0" actual, 4" min. 9" actua , 4" min 0 3'-11"actual, O 3'-7"actual, 41-411 24" min clearance 21,f min. E 4'-4" O 3'-10"actual 64" actual, 4" min. min. 1'-0 6" actual, 4" k1 min '-8" 41-011 3'-44„ MASTER BATH BATH/ LAUNDRY Engineering Evaluation of Residential Building Plans Submitted by.1 Tanya Bruno, Queensbury, New York (7 Sheets) f � for: Kobel Family, Queensbury, New York 1. This is a 2-story residence with a 2-car attached garage. 2. Floor joists 2"xl2", 16"O.C. will provide adequate support for total dead and live loads of 50 PSF 1'. floor and 40 PSF 2°d. floor. 3. Roof support is by pre-engineered trusses, 16" O.C. with pitch of 10" in 12", 8 in 12" and 4" in 127 as noted on the plans. The truss manufacturer shall be responsible for the design and construction of all trusses to support a minimum live load of 18 PSF normal to the roof surface for the 10" in 12"pitched trusses, a minimum live load of 28 PSF normal to the roof surface for the 8"in 12"pitched trusses and a minimum live load of 53 PSF normal to the roof surface for the 4" in 12" pitched trusses. All trusses must also support the dead loads of lumber, roofing, insulation and ceiling finish. The contractor shall be responsible for the installation and bracing of all trusses per.instructions from the truss manufacturer. 4. The triple Micro Lam headers shown on" to carry the 2nd. floor loads are satisfactory as three (3) 1 3/4" x 16" ML beams, dropped below the 2"xl2" floor joists. However, the 13'- 10" clear span header is only subject t6-floor joists, supporting master bath, bath/laundry and hallway. This load can be handled by a triple 1 3/4" x 11 1/4 Parallam header installed flush with hangers to pick up the floor joists on one side. The triple Micro Lam headers with a combined span of 19ft. may be a three (3) 1 3/4" x 11 V4" Parallam one-piece header installed flush with hangers where floor joists frame into it. In all cases the deflection of these headers will be less than.1/366 span(1/240 span required by NYS code). I think the triple 1 3/4" x 11 V"headers can be purchased as one-piece 5 V4"x 11 V4"members. 5. The basement girders of 5-member 2"x12" with maximum spans of 9'-5" to 1Ofl. are marginal. They will perform satisfactorily if the 2"x12"joints.are staggered so that there are no more than 2 joints over at least the first post under the Kitchen/Study. An alternate satisfactory girder would be a triple 1 3/4" x 11 V2" Micro Lam. The 4" dia. steel posts on 36"x36"xl6"reinforced concrete pads will adequately support the girders if rated for at least an 15,000 axial load. The 4-member 2"W' post supporting .the Micro Lam beam at the stairway should, in turn, be supported on a 24"x24"xl2" reinforced concrete pad in the basement. There should be a total of 5 concrete pads with steel posts and 2 concrete pads with wood posts as indicated on Sheet#5, Section A/5. 6. Screened porch construction of trussed roof-supported by double headers with a 12ft. span and no intermediate support.is satisfactory if the headers are double 1 3/4" x 11 1/2" Micro Lams. The 4"redwood posts on.deckmg and 2"x10"PT joists, 16" O.C. supported outboard 'by a double 2"xl2" PT girder on 4"x4" PT posts and 24"x24"xl2" reinforced concrete pads 48"below grade are satisfactory. 7. The 8" reinforced concrete foundation walls and the 8" reinforced frost walls (garage) on 16"x10" reinforced concrete footings are adequate as shown on plans. The bottom of all footings to be at least 48" below grade, with walls keyed to footings. The reinforced 4" concrete basement floor and the 6"-7"concrete garage floor are adequate. 8. Stair and ceiling heights are satisfactory as detailed on drawings. Insulation, as noted on drawings appears to be adequate; however, all insulation must comply with the New York State Energy Conservation Construction Code. 9. All design and construction must comply with the latest editions of the New York State Energy Conservation Construction Code, the New York State Residential Code, The National Electric Code and with any applicable local building codes and/or regulations. W ' E. Montgomery Jr. PE S�oQR MONT AIF�c Dated: July 26, 2003 WorkNo.03-07-E _` G 6"Z�ri+�mroy� �O 037M /l`°FTHE STAFF-% q- /6/ V Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code Generated by REScheck-Web Software PROJECT TITLE:Kobel Family Residence COUNTY:Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:04/22/04 DATE OF PLANS:July 15,2003 PROJECT DESCRIPTION: A 2-story residence with an attached 2-car garage for the Kobel Family in Queensbury,New York. DESIGNER/CONTRACTOR: Tanya L.B.Bruno,Architectural Planning Consultant PROJECT NOTES: Garage and Screened Porch may be constructed at a later date. COMPLIANCE:Passes Maximum UA=619 Your Home UA=450 27.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat or Scissor Truss 2000 38.0 0.0 60 Wall 1:Wood Frame, 16"o.c. 3500 21.0 0.0 174 Solid-2 lite: Solid 20 0.240 5 Solid-2 lite: Solid 20 0.240 5 Glass-French Patio:Glass 40 0.280 11 Solid-9 lite:Solid 20 - 0.340 7 Solid-9 lite:Solid 20 0.340 7 Basement Sliders:Glass 40 0.280 11 Window 1:Vinyl Frame,2 Pane w/Low-E 293 0.280 82 Basement Wall 1:.Solid Concrete or Masonry 1013 13.0 0.0 55 Wall height:9.0' Depth below grade: 8.4' Insulation depth:9.0' Solid Concrete under Family Room: Solid Concrete or Masonry 340 13.0 0.0 19 Wall height:8.5' Depth below grade:7.8' Insulation depth: 8.5' Wall 2:Solid Concrete or Masonry w/Interior Insul 235 19.0 0.0 14 Furnace 1:Forced Hot Air(Non-Electric),85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. O� 'Yr,O- Z 2, 200� Builder/Designer Date � REScheck Inspection Checklist New York State Energy Conservation Construction Code Generated by REScheck-Web Software DATE:04/22/04 PROJECT TITLE:Kobel Family Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] 2. Wall 2: Solid Concrete or Masonry w/Interior Insul,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Solid Concrete or Masonry,9.0'ht/8.4'bg/9.0'insul, R-13.0 cavity insulation Comments: [ ] 2. Solid Concrete under Family Room: Solid Concrete or Masonry, 8.5'ht/7.8'bg/8.5'insul,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Solid-2 lite:Solid,U-factor:0.240 Comments: [ ] 2. Solid-2 lite:Solid,U-factor:0.240 Comments: [ ] 3. Glass-French Patio:Glass,U-factor:0.280 Comments: [ ] 4. Solid-9 lite:Solid,U-factor:0.340 Comments: [ ] 5. Solid-9 lite:Solid,U-factor:0.340 Comments: [ ] 6. Basement Sliders:Glass,U-factor:0.280 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air(Non-Electric),85 AFUE or higher Make and Model Number Air Leakage: e [ ] 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: [ ] I 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. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 RECREATION FEE October 17,2001 TO BE PAID AT THE TIME Re: Subdivision No.2-1998—C. &P.Kobel A BUILDING PERMIT APPLICATION Dear Applicant: 1S SUBMITTED This letter will serve to notify you of the decision made by the Planning Board with regard to the above referenced application and to inform you of the next phase of review necessary. Your application, after review and consideration by the Planning Board,'was.APPROVED. A copy of the resolution is attached. Additional requirements and review for this project shall include: Adirondack Park Jurisdictional Review,if applicable ' ✓ Submit on ' mylar to the Planning Office for Chairman's signature. File signed mylar at the Office of the Warren County Clerk within sixty (60) days of receipt by Planning_ Department Staff of outside agency approvals(i.e.,APA,DOK etc) Submit 10 copies of the filed mylar to the Planning Office with documentation from the Warren County Clerk's Office verifying filing date,appropriate stamps,etc. Other. Engineering Fees due upon receipt /� Recreation Fee of$500 per lot/dwelling unit is payable upon submission of Building Permit Pre-Construction Meeting Road Acceptance by Town,if applicable ✓ Application for a Building Permit Application for a Certificate of Occupancy Application of necessary Sign permits,if applicable No further discretionary review is necessary at this time This office will be performing-necessary inspections related to Site issues,not Building Code issues,throughout the duration of the project. Please contact me at 761-8218 to schedule inspections associated with the completion of. significant items of your project (i.e_stormwater-control devices, grading, landscaping, etc.)in order to-expedite final approvals and Certificates of Occupancy. Completion of and continued compliance with ;11 details and conditions of approval are required in order to receive and maintain approvals. Sincerel Craig B own Zoning Administrator, Code Compliance Officer CB/pw "HOME OF NATURAL BEAUTY.I,..A GOOD PLACE TO LIVE" 0 LTTI rl 47C0 w Town of Queembury 10/16,Kobel RESOLUTION APPROVING MODIFICATION SUBDIVISION NO.2-1998—CHRISTINE&PAUL KOBEL RESOLUTION NO. SB24998MOD. INTRODUCED BY: John Strough WHO MOVED ITS ADOPTION: SECONDED BY. Chris Hunsinger WHEREAS, the Town Planning Board is in receipt of SB 2-1998. Applicant: Christine & Paul Kobel. Determination of Non-Significance. Property Owner. William & Lisa Gereau. MODIFICATION. Zone: RR 5A. Location: Tuthill Road. Applicant proposes modification to an approved subdivision. The modification is to combine Lot 3 of 5.13 acres and Lot 5C of 1.99 acres. Any modification to an approved subdivision requires Planning Board review and approval. Tax Map No. 123-1 21.6,21.3. Lot size: 5.13 ac., 1.99 ac.;Section: Subdiv.Regs,and; WHEREAS,the application was received 9/01; WHEREAS, the above is supported with the following documentation, and inclusive of all newly received information,not included is this listing as of 10/12101; 10/16 Staff notes 10/3 Meeting notice WHEREAS,public hearing was not held concerning the above project;and WI-IEREAS, the Planning Board has determined that the proposal complies with the Subdivision requirements of the Code of the Town Queensbury(Zoning);and WHEREAS,the Planning Board has considered the environmental factors found in the Code of the Town of Queensbury(Zoning);and WHEREAS,the requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Negative Declaration; and/or if application is a modification, the requirements of the State Environmental Quality Review Act have been considered, and the proposed modifications) do not result in any new or s_ignificantly different_ -environmental-impacts,and,therefore,no further SEQRA preview is necessary;and NOW,THEREFORE,BE IT Town of Queensbury 10/16,Kobel RESOLVED,that The application for modification is approved in accordance with the resolution prepared by Staff and is subject to the following conditions: 1. All necessary outside agency approvals have been received by the applicant,with a copy sent to and received by Planning Department Staff within 180 days. 2. The plat must be filed with the County Clerk within 60 days of receipt by Planning Department Staff of outside agency approvals noted. Duly adopted this 16th day of October 2001 by the following vote: AYES: Mr.Hunsinger,Mrs.LaBombard,Mr.Vollaro,Mr. Seguljic,Mr.Metivier,Mr. Strough, Mr.MacEwan NOES: None ,8"E s ` • ti -N79'57'34"E 93.99, E"4 • • . --tV78.39'14" 50.230 RECREATION FEE � o E 50.23 TO BE PAID AT THE TIME " A BUILDING PERMIT APPLICATION E-4 I� w z S87 5318E 61 25' IS SUBMITTED 04 N z _S75'20'36'E 51.81' �.T.� W a; � - o o 4 07 39 E 55.24' IS ;> z •il ZONING INFORMATION RR-5A A MINIMUM LOT SIZE OF ONE (1) ACRE REQUIRED FOR CLUSTERING a �' N SETBACKS, FRONT 50(ft) c> co SIDE 30(ft) r. REAR 30(ft) { Ddo AMIL 21,1 'REPARED E f V OF A LICENSED ►AS MADE FROM -A ND EXpMINE� pAGE---' �r N.Y. RRER CDUN K,CI.ERR VT--M=T- =THE:--ZONING _ - TA IN OF QUEENSBURY. 123-1-� I ��2g �• ARKERS TO BE SET AT CHANGE OF DIRECTION. G GEREAU -DWG. NO. 96010-MOD - e Quesnsbury, NY 12804 (518) 793-9376 April 22, 1998 Van Dusen & Steves 37 Chester Street Glens Falls, NY 12801 Re: William K. & Lisa C. Gereau Property, Town of Queensbury, Warren County, New York. on April 22, 1998 I examined 4 soil test pits on the above property. Listed below are my observations: TP 1j' 1 0 - 9 Inches, topsoil 9 -26 Inches, loamy fine sand 26-73 Inches, loamy sand, becomes firm at 29 inches TP i, 2 0 - 7 Inches, topsoil 7 -25 Inches, loamy fine sand 25-74 Inches, loamy sand, firm at 29 inches �TP 3.�� - 0 - 7 Inches, topsoil 7 -18 Inches, fine sandy loam 18-29 Inches, loamy fine sand 29-68 Inches,_ loamy_sand, becomes firm and ii ling -_starts' at 29 inches �OUr.1zJ /�"�G—� ` -- - TP# 4 0 - 6 Inches, topsoil 6 -17 Inches, fine sandy loam 17-26 Inches, loamy fine sand 26-69 Inches, loamy sand, ' becomes slightly firm at 29 inches,, 'mottling at 55 inches . These soils were developed in deep, stony and bouldery glacial till. Depth to seasonal high ground water is noted by the depth to mottling when it occurs in the test pit descriptions. If you have any questions about the above soil information, please eel free to conract me. _ .—Ch-ares H:-Maine- V Soil Scientist ry 1 ADSMIM IF1NC41 � CSM STANDARD ADSORP 10M TREM O FLL MATERAL SMALL OE OF SAME G. "w4v4wy AS Mom MIN. IRDI�.YNG SOL. TO �iEED CROWN AND SLOPES DRAINAGE SYVALE �MPX•SVO?�s- -;�' ' �3 ONLOPED Ars L SOE � OF S 24•-MIN. TO MG" GROUNDWATER. ROCK OR IIIVERVIOUS SOL REMOVE LEAVES. ROOTS PLANTS AND ORGAwc oroRis. PLOW suRFacE PRIOR TO SPR£,ADING FLL MATERIAL.. U5E WHERE SETARATION OEr*=E fpM GROUND AND SFAS AL WAI GROUNDWATER.EED M OR limit=S SM IS LESS TMAAI V DUT GREATER IMAM 2. PERCOLATION RATE OF E)mm ux MUST W FASTER TMAN GO MMftES. 5MALLOW A55ORPTION TRENCH 5Y5TEM ' NOT TO SCALE v �i MAP REFERENCE: MAP OF A SURVEY MADE FOR Tu Xffx WILLIAM K. & LISA C. GEREAU DATED APRIL 21, 1998 LEGEND: LAST REVISED MARCH 21, 2002 LANDS OF BY VAN DUSEN & STEVES INGLEE C IRF = IRON ROD FOUND LAND SURVEYORS, LLC C IPF = IRON PIPE FOUND ` . = UTLITY POLE = STONE WALL REMAINS = STREAM TP O = SOIL TEST PIT G = SOIL PERCOLATION TEST N06 2S g'E 300.00• 5—A 8 �N 3 DOROTHY SAVARD g m 310,083 sq.ft. & \ I"' 7.12 acres _ JEANINE S. DUBIE z N065715,,E \ ---� 469.39' \ a Io PF I� WETLANDS O'��yT�O 2sa.a n M I M N \ C4 Z \\� SQ, \ SO5—g�p5 E S00'10'3§'E SO4'08'41'W \SF�q�K RAT =6:44min.52000A E 3534 w S01 1' "W �� J -- •— OP 8 0S? 8 E SO2S 8953 19'W so2818 ro� / 6 60ROAD _..� Q 8�9 5�� U 8 0 2�52 •� 0 2 ^ 0 5—B 1 HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: PAUL V. & CHRISTINE A. KOBEL GLENS FA 110NAL BANK AND TRUST COMPANY, IT'S D/OR ASSIGNS T1CO ,COMPANY CERTIFIE MAT7111 W S NYS 50135 DATED: AUGUST 5, 2 'j 1 AND a Du S ate: April 2, 2 02 �� 'UNAUTHOWZEp ALTERATION OR ADDITION TO A SURVEY n _ YAP TARING A C ON 9,S SURVEYORS SEAL IS A Map of a Survey made for Scale 1"=100' r`x./`L/V� VIOLATION OF SEC710N 7209.SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW.' ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY S NARKED TLTH AN ORIGINAL L OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED 10 VALID TRUE COPIES.- S 1 -CE SURVEY WAS PREPARED HEREON SIGNIFY THAT Paul V. & Christine A. Kobel THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED Land Surveyors LA THE NEW YRS, STAKE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 2 8-5-04 FOUNDATION LOCATION SHEET 1 OF 1 169 Haviland Road Queensbury, New York 12804 AGENCY LENDING WS717NDIN LISTED HEREON.AND Town of Queensbury, Warren County, New York TO THE ASSIGNEES OF THE LENDING INS71TU110N.' 1 9-11-03 PROPOSED HOUSE LOCATION (518) 792-8474 New York lie. No. 50135 KOBEL NO. DATE DESCRIPTION DWG. NO. 96010-3 C-663