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2008-490 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080490 Date Issued: Thursday, January 07, 2010 This is to certify that work requested to be done as shown by Permit Number P20080490 has been completed. Location: 280 CHESTNUT RIDGE Rd Tax Map Number. 523400-290-000-0001-015-000-0000 Owner. CHARLES M WEBSTER LIFE USE Applicant: CHARLES M WEBSTER LIFE USE This structure may be 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080490 Application Number. A20080490 Tax Map No: 523400-290-000-0001-015-000-0000 Permission is hereby granted to: CHARLES M WEBSTER LIFE USE For property located at: CHESTNUT RIDGE 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: CHARLES M WEBSTER LIFE USE JOHN O. WEBSTER, JR. & SHERY Single Family Dwelling $165,000.00 7 E SPARROW Way Total Value $165,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-490 1260 sq ft single family dwelling $151.20 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, September 30,2009 (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 of Que bu , T esday, September 30,2008 SIGNED BY for the Town of Queens bury. ury. Director of Building&Co e Enforcement ;.,__.... f�'`-.--- " OFFICE USE ONLY .,,.,�'.............i i 2,1 10 TAX MAP NO. PERMIT NO. FEES: PERMI I : RECREATION ENGINEERING ; (If applicable) ......................II........,....._._...._...... .... PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: cLdks "A6s /1. OWNER: Q^c ADDRESS: 2R�2 C.Ai Ps-milC-T GV, lky' ADDRESS: 22. PHONE NOS. 3 PHONE NOS. I-)-/ CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: ,,� Ili/rp PHONE: 3�/S S z Lp nn -79 //a4 QF` Ifcr LOCATION OF PROPERTY: ag_o SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z O a: J CG wLL � APPLY TO YOUR z P p 0 cn � -:w PROJECT 0 t-= O_ w Q a = v W 'j LL lL = F- O Z z ° Q :- U) N w 0 U_ ° lLL CL 06 SINGLE FAMILY V j yt;a �6v 3S TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: I C FUEL TYPE: HEAT TYPE: r0 *HOW MANY FIREPLACE(S):____Q _AND / OR WOODSTOVES(S): 6 ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? es IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL t 1-05 QTown of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? AJO ARE THERE EASEMENTS ON PROPERTY? /J d I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete state me nt/d escri ptio n of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ...................... Permission is hereby granted to the above I This application / proposed action described Appiicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: , , BUI DI & 'ODES ROYAL ZONING APPROVAL 0 9 , , DATE DATE 00 , , s QUESTIONS? CALL 761-8256 OR EMAIL codes(ftueensbu ry.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit issued: Yes No www.gueensbury.net Occupancy Type: h�V Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 12804 ......., ............................................................. 0..._........._.,.._,._ OFFICE USE ONLY ' /� TAX MAP N0. PERMIT NO. RMIT FEE ; APPROVALS: ZONING TOWN CLERK_ ; + , APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITI A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. /f ��-- J �j` �I OWNER: !�Q/AS C / A �SlP/L INSTALLER: /�P/7e �1�2- + 1✓c ADDRESS:_ a-73 c 1[cY' ADDRESS: 3 //c/j� PHONE NOS. I �� n 2�� PHONE NOS. ?V( 11 ZP 3 :5 32 LOCATION OF INSTALLATION: oZ 'P;tNut IG& RIP. I................................................(..............NO.OF...................,......................................................,........................i....... ................................................................. RESIDENCE INFORMATION. } YEAR BUILT BEDROOMS j X COMPUTATION= i = f TOTAL DAILY FLOW ....................................................................................................... ................................................. GARBAGE GRINDER 1980 or older X ; 150 gallon per bedroom i = I INSTALLED?iV Q__ I ............................................................I............ a....�..............,.....,......................................... 19$1 -1991 X ; 130 gallon per bedroom j...................:............................ .........................................:............................................,,.....,.................................d....,......;.........,.................................................... ..........,.; PA R HOT TUB I 1992 resent I X 110 gallon per bedroom ; l 2� INSTALLED?�_ p 1..................._........... ...„......,...............................................,...........x........................................................................,s...........i..................................,,....,.....,..................... ......i PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPEI/ ✓ SOIL NATURE: SAND LOAM ✓ CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL,. (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS (u /d A,'Al, PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT ? vac 6! 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: / M GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. /D �JtA v,u,ts Se P A ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. / p A A-, ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: _I SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. ..:...:...............:..•..,...,...,...,.:.,.:.,.:.,.:_::.:.,.:.,. ......,...,...........,.:.:.:.:.......:.,...:.:, ..:.:.: .............................................................., NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN } APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. 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 QUESTIONS? CALL 761-8266 OR EMAIL agree to abide by these and all requirements of the Town of codes*aueensburv.net Queensbury Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSlTE FOR MORE INFORMATION www. ueensbur net 0g- S gnature of Person Responsible Date ki s Town of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804 •C.}r r-----------------I-----------------� PROJECT NAME: OFFICE USE ONLY STAFF INITIALS: ; DATE: ; BUILDING PERMIT SUBMISSION CHECKLIST FOR: ' MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. Building Permit Application Completed? YES NO N /A Energy Form or Checkmate Energy Code Compliance j — — 2' Forms Complete? (2-copies)_ 1 ........ 3 Energy Code Inspector's Report from Checkmate Program? (2-copies) - ---- C _ LSeptic application completely filled out? 4. i i f j (if applicable) 5. Electrical Inspection Form complete? �6. 1 Two (2) sets of the plans each of the following: YES NO I N /A I I i a. Floor plans (s)? i I ErE � b. Foundation plan? I � i c. Cross sections (s)? j I i 1 d. Elevations? 1 --.-__.__..____s-.._-_.___-_ e. Design loads including floor, snow load, and wind _.._ ._ . load? f. Seismic design (required after January 2003)? ----__.._.. g. Plans signed and sealed by registered architect or 3 engineer? h. Window and door schedule? j Two (2) site plans showing location of the structure to be built, location of well or water lines, location of septic 7' system or sewer line with all setbacks and separation distances shown, and all improvements to the property_ t 8. Solid Fuel Burning or Gas Appliance Form (if applicable)? 9. Driveway Permit Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 12804 f C ------------------------------ �� /� ,�� OFFICE USE ONLY � PROJECT NAME: t�"` STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: SINGLE FAMILY DWELLING 1. Building Permit Application Completed? YES NO N /A 2 Energy Form or CheckMate Energy Code Compliance ! = Forms Complete? (2-copies) !._.._•-...___�__..__.___ ......._._.._...................._................_...__..........._.................-----__._.......... �._................................._ _.__..___.._.____.�___.__.._-•._..__, 3. Energy Code Inspector's Report from Checkmate 3 Program? (2-copies) _-------------- ------......_._._... ._........................... ...................._._._._.. j 4 ! Septic application completely filled out?i (if applicable) .........__....._._..___.__.._.__.................._ ._-.._._._._.--.._---__---- 5. Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: YES NO i N /A : 3 : i a. Floor plans (s)? I i b. Foundation plan? ..................................._...- ........._....._.._........_._.._._.._....._....._:...._._..._...._.._.... ......_.....__._._..._....__.._._._..._..._.............. ....... - c. Cross sections (s)? r i d. Elevations? { ------_.__.........._.._.__.-........._........._...__........._.................._....._..._._._...._...-..._..._._.__..............w...._.........._...._.........._...____..._._.._.._..--------- .__..-.----.-__-_-- e. Window and door schedule? I i i______..__._:....._.___.._____....._.__..____._..__._.___...._._...__._.....•_._______....._.,._._..._._....._._................__.____.._........._._._..._..................._......._.............._......... ..._.___._.__.._...._.._._._..'..._._.._._..___.__..._._ S f. Natural Light, Ventilation and Emergency Egress Requirements? __.__.___. _•_ ._.__ ..._..._ ----._s ..__._._.-._____-.---_.._._...._._._.._...____.-.._.__._._._..__..__.._._.. . g. Plans signed and.._. ealed._..by_..registered architect or I I engineer. � !__.�__.__..-•� _ Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic s stem or sewer line? _._. .. ______._.__._...._._.._.•..._-..._....____...-_.__.__.__................_._................_......................_.__.___._._.._._...........-...._...___...__.•_....................__..._..... __.-...--. ._._..___.___.__ ! 8. Setbacks from property lines to new structure? ! i Setbacks to neighboring wells and septic systems, 8' including onsite well and septic systems_(if applicable)? .._..._._._.__....__._..__._._.__.._.__. _._.._..._......._...._._..._p ... ...............: _......._..._.__...__...................__._.._ � 4 9. 1 Driveway Permit? : I.___._.__.._........._._._.__-____•.__.._...._.._..._.._..._._._._................_..._...._....................-........................._....__..__._.._......._.._.._...._............._............._._....._........_....._.....__........._.._.__..._...._....__........_._...........__...._._._........._............_..._....._._.__.__....__� Town of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 B 12-LTR 11-05 Queensbur ilding & Code Enforcement - Residential Final Inspection Bu Office No. (518) 761-8256 Arrive: am/pm Depa 4"4!;�arri/prn Date Inspection request received: Inspector's Initials: NAME: 0PERT#: LOCATION: DATE: TYPE OF STRUCTUR CcmmeWs• X00N A 4" 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 aN exterior doors Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inures or more Handrail Termination at Newell Post or Wall Interior/Extedor Railings 34 inches to 38 inches Deck Bracin /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off a osed/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/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access i .ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification 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 Relief Valves installed/Heat Tra /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 prop@rly Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Are 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/C or C 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection FormsWesidentia al Inspection Form revise 100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building & Code Enforcement - Residential Etl-kjal Inspection Office No. (518)761-8256 Arrive: a De ft —am/pm Date Inspection request received: Inspector's Initials: NAME: P #: �— LOCATION: � TYPE OF STRUCTURE: Comments: Y Ap NIA 4' Building Number Address visible from road Chimney,Height/'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 8 inches Roof Co fete/Exterior Finish Complete Platform at all exterior doors _ Handrail 4 or more risers Guards at stairs decks tios more than 30 inches above grace 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 Railin s 34 inches to 38 inches Deck Brad /Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 8 inch cearanoe to sill plate Gas Valve shut-off exposed/regulator 18 inches above arade Interior pdyn/trim/doors/main entrance 36 inches Bathroom/Kitchen waterti ht Safety lain /Window in stairwells safe glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 N.ft.-1 50 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation I Insulation Certification 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 Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct worts Sealed prop2rly Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pi Bondin As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if re uired Okay to issue C/C or C 10 1 Temporary/Permanent LABuilding&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 8/28/08 Zoning Department Inspection Report Project Name: Charles Webster Project Location: 280 Chestnut Ridge Road, Queensbury, NY 12804 Tax Map No.: 290.-1-15 Mailing Address: same as above Site Plan No.: 2-2008 / FW 2-2008 Area Variance No.: 25-2007 Building Permit No.: 2008-490 Date: January 11, 2010 Dear Charles Webster: During a final follow up site plan inspection on November 4, 2009, your project was found to be developed as approved. Should you have any questions or concerns please contact this office. Sincerely yours, Bruce Frank Code Compliance Officer x Regular Mail _Certified Mail _Hand Delivered L:IBruce Frank120101SPR and AV Reportsl Webster, Charles SP2-2008 l ljan l0.doc Final Survey Inspection Dept.of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: r- LOCATION: aA.u l- -g PERMIT M Final Survey Plot Plan Approved Denied The attached final strvey has been received by the Dept.of Community Development. Upon review the surve ' been: Craig Bro*wn,Zoning Administrator Notes: 13t/Yt� @ I& r� L:1SueHemingway\Building.Codes.Inspwtion.FORMS\Final Survey Zoning Administratocdoc MAP REFERENCE MAP OF A SURVEY MADE FOR THE WEBSTER FARM BY, VAN DUSEN 5TEVE5 DATEDa AUGUST 1. 1988 LAST REVI5EDl AUGUST 8. 1988 �, N 0 O A N6g o% t�61102'1 TEST PIT DATA: A 0" - 9": TOPSOIL 9" - 270 : LOAMY FINE SAND 27" - 540: LOAMY SAND, BECOMES VERY FIRM AT 29 INCHES AND / / LAN05 N/F OF MOTTLING STARTS. ��1p / GRA550 STABILIZED PERCOLATION RATE AT 6 INCHES BELOW GRADE = 10 MINUTES 04 SECONDS 1 w SOILS OBSERVED ON THIS PROPERTY ARE DERIVED FROM 1" / STONY AND BOULDERY GLACIAL TILL SOILS. DEPTH TO / SEASONAL HIGH GROUND WATER TABLE IS NOTEDD BY THE DEPTH TO MOTTLING IN THE SOIL TEST PIT DESCRIPTION. / A10 TEST PERFORMED DUNE 22, 2006 BY CHARLES H. MAINE, SOIL SCIENTIST. V � a 1ro. / As / � N / 1 1 / AREA / 45,280.84 sq. ft. 1.04 acres A8 `3 1 N0 WETLANDS A5 FLAGGED BY / GFIARLE5 H, MAINE. 501L 5GIENTI5T ® / OCTOBER 2000. RF 2 STORY LANDS N/F OF WOOD FRAME TAYLOR ys 9� HOUSE As A5 /204 §.. IRF .,� C. S 139 00, h ,9 10°W LEGEND IR OIRF= IRON ROD FOUND '-Y' 7P LANDS N/F OF } � = TEST PIT WEBSTER LA ®= WELL - A2 a el June 22, 2006 a n- RINAUTHORIZED ALTERATION OR ADOITION TO A SURVEY Scale 1'=30' Du S F?� LIAP REARING A UCENSED LAND SURVEYORS SEAL IS A Map of a Topographic Survey made for &D. VIOLATION OF SECTION 7209.SUS-DIVISION 2.OF THE MEN YORK STATE EOUCAT"IN LAW S ONLY CORES FROM THE OflW HE OF THIS SU SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL SE CONSIDERED TO BE VALID TRUE CORES• 'CERTIFICATIONS WAS INDICATED HEREON OMM THAT Charles Webster THIS MG CO WAS PREPARED O ALAW SNCE NTH DIE 3 5115109 HOUSE LOCATION E)DSDNG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED a ri d S u r v e y o r s LOY THEADS NEW OM STALE RVIC A O N OF SHALL RUN LAND SURIIEYOR� SAID CERiF1CA710NS MALL RUN 010.Y TO THE PERSON FOR WHOM THE"VEY IS PREPARED.Alm 2 03113107 PROPOSED HOUSE & SEPTIC SHOT 1 OF 1 ON HIS BEHALF To THE TITLE COMPANY,GOVERNMENT& 169 Haviland Road Queensbury, New York 12804 TO THE AHD LEES O INE LENDING TINTED HEREON,AND Town of Queensbury, Warren County, New York 1 11/03/06 ADDTL. TOPO / WETLAND LOC.ro THE AssKxIEEs of THE It7IDwc RRsnTUTIDH.• Webster G1831 (518) 792-8474 New York lAc. No. 50135 NO, I DATE I DESCRIPTION DWG. NO. OG135 290-1-15 / 54-1-2.11 Septic Inspection Repo Office No. (518) 761-8256 Date In ion req es ived: Queensbury Building &Code Enforcement Arrive: a Depart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's Init NAME: P MIT NO.: — LiCIQ LOCATION: _2---7_9 I SPECT ON: — — 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. Well Casing Length 50' + - Y N_N/A 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 End Cap Y N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft.— Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N Location of System on Property: Front R r Left Side Right Side Middle Front Middle Rear us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-01-1)\Building&Codes\Inspection Forms\Septic Inspection Report.doc 1W Queensbury Building & Code Enforcement - ReFldetlfial Final Inspection Office No. (518)761-8256 U Arrive: rt: Date Inspection request received: Inspector's Initi NAME: _ PE #: LOCATION: DA : TYPE OF STRUCTURE: Comments: — ,--O"` Y No N/A 4" 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 A / �- Roof Complete/Exterior Finish Complete Platform at all exterior doors dl Handrail 4 or more risers Vy Guards at stairs decks ties more than 30 inches above rade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more l l Handrail Termination at Newell Post or Wall � L✓ �" -�� Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch cearanoe to sii!plate Gas Valve shut-off ex sed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safetv glazing Interior Smoke tectors/Carbon Monoxigle Deflectors Every level: V Every Bed : ,/ J Outside every bedroompa: 4___ Inter Connected: Bette backu 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 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. � �JE� Emergency ress 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 ratin Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs closed rise>4 inches Garaae Floor Pitched Garage fireproofing/%hour fire door/door closer -41 Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas PiDe Bondin As ur a is jto /Sewer Dept. Inspection Sticker ood Plain Cir0fication,if re Oka to issue C I C or C/O TMmrla �, Permanent LABuilding&Codes Forms\Building&Codesunspection FormslResidential Final Inspection Form_rev _ oc;Revised January 7,2008;Revised 6126/08 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL y CERTIFICATE - ELECTRICAL APPROVAL U� Permit No......Y. Y ..O— .Cert. N2 110 8 2 Cut-in Card No..................................... Owner............. i......W /3S 7 t72 ........................... ............................ ............................ ...................�. .. Location..., 23�?.....C!!!! iVit T ....1?.D.l=�..�: ............................ �.................. Installation Consisting of...T.L. 1.. .(,0 Z/�G'ZG` }.�.� K4—.?': �_�........................ ........................ Gzl.. ...w,/�,y...z,�.�S........ ............................................. .................................................................. ................................................................ Installed By.....��.�..........�(fYt/IS .....................................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 makin inspections at any time, and if its rules are violated,the Company shall have the rightWreve thi c ificat Date.. .. /........................ INSPECTOR.. ........................................................................ Member N.F.P.A..I.A.E.1. Septic Inspection Report Office No. (518) 761-8256 Date Ins ctio fEN i S� Queensbury Building &Code Enforcement Arrive: � rt: c% f� a p 742 Bay Rd., Queensbury, NY 12804 Inspector's Initiali NAME: ., ASS PO.: LOCATION: z_1v G(a F S1 N t � �- IN: U 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. Well Casing Length 50' + / - Y N N/A 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 Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y_N Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft.— Separation of Pits ft. _Y ineer Report and As-Built Y � M Location of System on Property: 0 Front ar Left Side Right Side Middle Front Middle Rear S m s s• Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Fonns-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc NACE ENGINEERING.) P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-851 May 28, 2009 Project#49234 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Webster—Chestnut Ridge Road—Septic System & Site Plan Dear Dave: This letter is to inform you that we inspected the completed septic system and site grading for the new single family home constructed Charles Webster on Chestnut Ridge Road in the Town of Queensbury on May 12, 2009. The septic system as installed was for a 2 bedroom house and consisted of a new 1,000 gallon septic tank, a new effluent pump station, a new distribution box and 40 if of Eljen in Drain lateral. The system conforms to the requirements of the approved design plan. The finished site was inspected and substantially conformed to the approved site plan. Please call me if you have any questions. Sincerely, 117 Thomas R. Center Jr, P.E. Cc: Craig Brown,Zoning Administrator T Septic Inspection Report Office No. (518) 761-8256 Date Inspection re est ei Queensbury Building &Code Enforcement Arrive: ''% m/p, epart: am/pm 742 Bay Rd., Queensbury, N 12804 Inspector's Initi Is, f NAME: E IT NO.: LOCATION: PECT ON: = - RECHECK: f Comments and/or diagram Soil Type: Sand Type of Water: Munici / ell ater Waterline sw4ationArstance Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N _N/A ' Absorption Field: Total length Length of each trench ft. Depth of trenches ft. Size of Stone _ Seepage Pits: Number Size: x Stone Size:T- Piping Size Type Building to tank u Tank to Distribution Box L4 �Fbcyi 4-U T' c--' M Distribution Box to Field / Pit 't per-- TC" Opening Sealed: N End Ca Y N Inlet/Outlet Pipes&Baffles N Location/ Separations c Foundation to tank Z- ft. Foundation to absorption ft. a �L Separation of Pits ft. ormsper PlqWan _ N n ineer Re a As-Built Y_ N Location of S stem o erty: Front Left Sid ight Side Middle Front Middle Rear 5-ystem Use 7Approved artial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc I-NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-851 June 10, 2009 Project#49234 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury, NY 12804 Re: Webster—Chestnut Ridge Road—Septic System & Site Plan Dear Dave: This letter is to inform you that we inspected the completed septic system and site grading for the new single family home constructed Charles Webster on Chestnut Ridge Road in the Town of Queensbury on May 12, 2009. The septic system as installed was for a 2 bedroom house and consisted of a new 1,000 gallon septic tank, a new effluent pump station, a new distribution box and 40 if of Eljen in Drain lateral. The system conforms to the requirements of the approved design plan. The finished site was inspected and substantially conformed to the approved site plan. The absorption lateral is 10.1 feet at its closest point to the north (road side) property line and 100 feet plus from the wetland area. Please call me if you have any questions. Sincerely, omas R. Center Jr, P.E. Cc: Craig Brown, Zoning Administrator Rough Plumbing Insulation Inspec ' n' Report Office No. (518) 761-8256 Date Inspection ei Queensbury Building & Code Enforcement Arrive: -t a a m 742 Bay Road, Queensbury, NY 12804 Inspector's In s: /�-- NAME: - PERMIT #: LOCATION: INSPECT ON: `- TYPE OF STRUCTURE: Z- a N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % 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 ressure Test- Water Supply Piping Air/Head for 15 minutes isequential Check/Commercial Check Tyvek or Similao Exterior Sealant ttic Vent Door/Window Sealed No Insulation) 7/ Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 e Rough Plumbing / Insulation Inspectibn Report Office No. (518) 761-8256 Date Inspection requ Queensbury Building 8�Code Enforcement Arrive: _a art: I =i t5 a� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 4 PER #: LOCATION: v I. Cj, �LW—tLA2gZ INSPECT ON: 1 TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % 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 minutes sidential Check/Commercial Check or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspectio eq Queensbury Building &Code Enforcement Arrive: art: am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initii NAME: ��(�,� PE #: O LOCATION: Z C) �,N _1� rJ�)�C' ��pC�� SINS ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction v� Pressure TestJ' Drain/Vent Air/Head i)� 5 P.S.I. or 10 fit. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant �� Proper Vent, Attic Vent kj " Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct to ,, 3 a �� - Z\ COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspe I n Report Office No. (518) 761-8256 Date Inspection r u ived: Queensbury Building & Code Enforcement Arrive: a6a p art: 6 pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . NAME: u)a L-pa=E PERMI C)'-qC[() LOCATION: 2� C11 Eb0dT ME f',C�, INSPEC ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chan a 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 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing Firestopping Inspection Re-port Office No. (518)781-8256 Date In Queensbury Building &Code Enforcement Arrive: a rt: 742 Bay Road, Queensbury, NY 12804 Ins In s: NAME: PERMIT*J: LOCATION: INSPECT ON: TYPE OF SWU210-URE: Y N Framing I/it -AMeAcciis-s 22" x 30" minimum Jack Studs/H e,9-- -..�,Bracizfl i Joist hange Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I %(w) 16 gaug (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 Z,3, 4 hour Firestopping Pere 006—nsealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 5f8 inch Type X Ceiling1wall Windows Habitable Space I Bedrooms \1 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade L:\BWldkV&Codes Forms-=\Suik1ft&COCISSMnSPOCtion Forrnawrarning Findopping inspection Reportdoc Revised January 7,2006 (�O""g -�s rt't' I —'� Rough Plumbing / Insulation Ins pection Report Office No. (518) 761-8256 Date Inspection request received: 3/�� Queensbury Building &Code Enforcement Arrive: �amipm Depart:a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: IN �'r ' j — PERMIT #: LOCATION: Z�SU G�� s , j2�� INSPECT ON: 'C, TYPE OF STRUCTURE: ,` A Y N NIA Plumbing /Nail Plates Plumbing Vent 1 Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain f Vwft Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Ptg Air/Hed d ' 50 P.S.1 for 15 minutes ''' Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct to COMMENTS: r.. Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date 19 pectiep-request received: Queensbury Building&Code Enforcement Arriv 4 c:j am/p j epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials._ `N,C' NAME: PERMIT#: LOCATION: �� INSPECT ON: e" - TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 3W 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h w 16 gagae 8 16D naffs each sine Draft stopping 1,000 sq.ft. floor trusses ; Anchor Bolts 6 ft, or less on center Ice and water shield 24 inches wall -AL 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%inch or 5/8 inch Type X Garage side 518 inch Type X Ceilin Il Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuildW9&codes Fomns-oLD'SuNding&CodesYrspedion Fom 'Fmnft FmdOPpins UMpec OOn Report.dac Revised January 7,20M i Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 14 ° NAME: r; PERMIT NO.: 1 LOCATION: Ci etc INSPECT ON: / RECHECK: Comments and/or diagram Soil T la Type of Water: Municipal Water ` 1 Waterline separation distance Well separation distance Other wells: ft. �. - Well Casing Length 50' + / - Y N_N/A Absorption Field: Total length YJ Length of each trench ft. Depth of trenches Size of Stone3 `"' Seepage Pits: Number Size: x Stone Size: Piping ize Type Building to tank Tank to Distribution Box KiLetw. , Distribution Box to Field Pit Opening Sealed: A& Dr End Cap N 1 �" Inlet/Outlet Pipes &Baffles Y NHS ""' Location Separations Foundation to tank Foundation to absorption Separation of Pits Conforms as per Plot Plan _Y Engineer Report and As-Built Y Location of System on Property: Front Rear eft Side Right Side Middle Front Middle Rear System Use S. Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Foundation Inspection Report Office No.(518)761-8256 Date Ins tion zruest received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's lnitials7tZ NAME: PERMIT#: LOCATION: L Le,5d 4 INSPECT ON: ,�2 _ 9 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. se on site. oundation/Wal1pour ace Footing Dowels or Keyway in place Foundation Dampproofing Foundation ��ay or Sump Footing�Dn,ln 6 inches above footing nu areas under slab Backffll Approval b PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection r Queensbury Building&Code Enforcement Arrive: o-lift m part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: lx) �i SST F P T#: LOCATION: C\AE h-C't hll- p,k CAL— R n SECT ON: 1 Z - t ca TYPE OF STRUCTURE: Comments Y 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 F ting Dowels or Keyway in place Foundation Waterpmfmg Foo ' daylight or Sump Stone: h width 6 inghes above footing 6 mil poly for wet area under slab Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Forms\Foundaiion Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion reque ecei ed: _ Queensbury Building&Code Enforcement Arrive: —'7 part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 4 f , NAME: Ie /�'ERMIT#: 0 LOCATION: v_SG, t K r INSPECT ON: 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 \ Reinforcement in Place q2 Foot' ICe ay in place oun tion Waterproofing w A Footing Drain Daylight or Sump • Stone•° 12 inch width c above footing ✓ L �- 6 mil 1 for wet areas der slab \ lum§jug<nder Slab R- -L��' Rough a e 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In ti request received: Queensbury Building&Code Enforcement Arrive:r I am/ pn Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initials: ® . NAME: �/ �G PERMIT#: LOCATION: INSPECT ON: Z(P TYPE OF STRUCTURE: tl Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing r 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinfo nt lace + Foo ' g Powels or eyway in place Ft!!!N@ADa proofing Fo dation 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. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Uv Office No.(518)761-8256 Date Inspection request received: 1 7 Queensbury Building&Code Enforcement Arrive: ! II 0 am/ Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector'S Initials: qM NAME: w Sr PERMIT LOCATION: ( ` � ��►L1 r .C? . INSPECT ON: �y 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. l Materials for this purpose on site. 1 � oundation/Wallpour t Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspep . n quest received: Queensbury Building&Code Enforcement Arrive: /1 2tam/ Depart: am/pm 742 BayR _�d.,Queensbury,NY 12804 Inspector s Imhals. NAME: PERMIT#: / LOCATION: r—INSPECT ON: 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 Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins o request received: Queensbury Building&Code Enforcement Arrive: nc am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: RMIT#: LOCATION: L L jll,_; �SPECT ON: TYPE OF STRUCTURE: Comments (7- Y N QU A Footings 14 Piers Monolithic Slab Reinforcement in Place The contractor is responsible f/r providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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. L:\Building&Codes Forms\Building&Codes\Inspection Forrns\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM New York State Department of Environmental Conservation Division of Fish, Wildlife and Marine Resources, Region 5 232 Golf Course Road—P. O. Box 220, Warrensburg, New York 12885-0220 Phone: (518)623-1240 • FAX: (518)623-3603 Website: www.dec.ny.gov Alexander B.Grannis Commissioner August 18,2008 Charles Mason Webster ?E Sparrow Way -- - - --- Queensbury,NY 12804 RE: Single Family Home DEC Permit#5-5234-00573/00001 Queensbury(Town),Warren(County) Charles Mason Webster, A compliance inspection of the above permit was made on August 18, 2008 by Department staff. During the inspection it was determined that the work completed thus far is compliant with the permit issued by the DEC. Thank you for your cooperation and please contact this office at(518)623-1279 if you have any questions regarding this matter. Sincerely, */ Az N-Orman Gervais Fish&Wildlife Technician RESCheck Software Version 4.1.0 a a Compliance Certificate Project Title: Residence for Charles Webster Report Date:03/07/09 Data filename:C:4$MtA12006\WebesterlWEBSTER-revised 3-7-09.rck Energy Code: New York State Energy Conservation Construction Codes----� Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric �L Glazing Area Percentage: 13% 11 Heating Degree Days: 7635 Q Construction Site: Owner/Agent: Designer/Contractor. Chestnut Drive Charles Webster Mark Landon S Q 0 7 Queensbury,NY 112804 Chestnut drive MLA Design -( Queensbury,NY 12804 6751-uzeme Road _. Queensbury,NY 12&M y 518-221-6095 Py 71 mal,jmcn@adelphia.net Passes - Maximum UA:323 Your Home UA:312=3A%Better Than Code Gross Cavity Cont. Glazing UA Ceiling:Raised or Energy Truss 588 38.0 0.0 't 5 Ceiling at floor:Raised or Energy Tess 672 30.0 0.0 22 Wali-1st-front Wood Frame,16"o.c. 265 21.0 0.0 10 Window A:Wood Frame:.Double Pane 33 0.350 12 Window E:Wood Frame:Double Pane 9 0.350 3 Door double Entry:Solid 40 0.250 10 Wail-1st A5-Side Elw.Wood Frame,16"o.c. 378 21.0 0.0 19 Window 8:Wood Frame:Double Pane 20 0.350 7 Window B:Wood Frame:Double Pane 20 0.500 10 Wail 1st-rear.Wood Frame,16"o.c. 265 21.0 0.0 12 Window B:Wood Frame:Double Pane 20 0.350 7 Window 6:Wood Frame:Double Pane 10 0.350 4 Door 2:Solid 20 0.250 5 Wall-1st-A7 Side:Wood Frame,16"o.c. 378 21.0 0.0 19 Window G:Wood Frame:Double Pane 28 0.350 10 Window C:Wood Frame:Double Pane 10 0.350 4 Window E:Wood Frame:Double Pane 9 0.350 3 Wall basement side wood:Wood Frame,16"o.c. 101 21.0 0.0 5 Window B:Wood Frame:Doubte Pane 20 0.360 7 Basement rear wall:Wood Frame,16"o.c. 240 21.0 0.0 11 Window B:Wood Frame:Double Pane 20 0.350 7 Door 3:Solid 20 0.250 5 Wall basement side wood:Wood Frame,16"o.c. 101 21.0 0.0 5 Window B:Wood Frame:Double Pane 20 0.350 7 Basement-Front Solid Concrete or Masonry 208 13.0 0.0 12 Wall height 8.(r Depth below grade:7.0` Insulation depth:8.17 Basement side 1:Solid Concrete or Masonry 184 13.0 0.0 14 Residence for Charles Webster Page 1 of 2 Wall height:8.0' Depth below grade:4.ff Insulation depth:8.9 Basement-side 1:Solid Concrete or Masonry 51 13.0 0.0 4 Wall height 3.0' Depth below grade:1.0' Insulation depth:Mr Basement side 2:Solid Concrete or Masonry 184 13.0 0.0 13 Wall height 8.0' Depth below grade:4.ff Insulation depth:8.0' Window F Basement Wood Frame:Double Pane 4 0.350 1 Window F Basement Wood Frame:Double Pane 4 0.350 1 Basement-side 2:Solid Concrete or Masonry 51 13.0 0.0 4 Wail height.3.0' Depth below grade:1.0 Insulation depth:3.9 Floor 1:Stab-On-Grade:Unheated 68 13.0 44 Insulation depth:4.ff 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 hisJtrer knowledge,belief,and professional judgment such plans ors " flans are in comps' with this Code. 41 � Z, a Name-Title SignSh" Date ED AlqC, �5 �6. A- LAIV, OZ972� OF'NF��O Residence for Charles Webster Page 2 of 2 Ol 12 C ICE d WATER SHIELD WHOLE ROOF ~ s�- 14 5/16 25 YEAR ASPHALT SHINGLES E D 4 ATTIC 2" x 12" 511 COLLAR® 16"O.G. IS7. ®' UNCONDITIONED Ar amp '0 tt� ATTIC GEILIN_6 I/2' PLYWD "$AN6' -- ELEVATION Iva 1,14 2". 12"5P RAFTER (� «„• TYP.BOTH SIDES ABOVE AT IW O.G. F I R-58 INSULATION ( 3/4"T46 5HEATHIN6 EXTERIOR Q W/3/4"PLYWOOD W R-50 IN5ULATI ON OJT' BELOW ATTIC FLOOR 2"x10"JOISTS ATTIC FLOOR 2"x6"STUD WALL W/R-21 INSULATION I/2"5HEETROCK INTERIOR W/VAPOR BARRIER it 1-1/I6" RISER II"TREAD I/2"5H£ATHIN6$XTERIOR KTYVEK O 0 - d� VINYL SIDIN6 COLOR TO BE DETERMINED BY OWNER L � 2"xl0"JOIST5 WEATHERPROOFING BELOW GRADE AQUA SEAL OR EQUAL Vv L=IR5T FLOOR_ s FOUNDATION WALL5, p SILL PL�'E CONCRETE SLL SEAL 2X6 PT i 1/2" DIA. ANCHOR BOLT5, 12" FROM A INTERSECTIONS t 6'-0"O.G. Drawn ey. Dots LL �MCN s/ioiov 2!t 4 BARS AT TOP OF WALL(GONT) 4 GONG. #5 VERTICAL REBAR 0 Mh k"d�' S/pate. .7-1/2"RISER II"TREAD 24" OG 45"HIGH 4" DRAIN TILE IN IV X 12"GRAVEL 101-'ANO"' KVMAT1ONO1t FILLED TRENCH AT FOOTIN65 EXTERIOR A wo-non cN Wc�Taa�nny m2 PERIMETER CONNECTING TO REQUIRED are WA YORK OTATZ=WATWH LM DRAINAGE OR TO DAYLIGHT SHEET TITLE 'v 55TMT FLOOR oNF SECTION FOOTIN65, BASEMENT SLAB, 4"(5000 PSI)CONCRETE OVER SHEET NUMBER 10"DEEP BY 20"WIDE 3000 PSI CONCRETE 6 MIL PLOY VAPOR BARRIER OVER WITH 2 #4 REBAR(GONT), INSTALLED FILL COMPACTED PER CODE.4"DRAIN �—5 4'-0"$£LOW GRADE AS PER CODE REQUIREMENTS, TILE RUN UNDER SLAB PERIMETER GONNEGTIN6 TO SUMP PIT IF REO. 50ALE - 1/4"=1'-O" DATE, May 10,2001 Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Residence for Charles Webster Report Date:05/13107 Data filename:CAMLAWen CoulethWEBSTER-revised6-13-07.rck Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: "-l%-Electric gAvro^a#A L Glazing Area Percentage: 13% Heating Degree Days: MIS Construction Site: Owner/Agent: Designer/Contractor: Chestnut Drive Charles Webster Mark Landon Queensbury,NY 112804 ChestnutAdmeli r/`r tZo. MLA Design Queensbury,NY 12804 675Luzeme Road Queensbury,NY 12804 518-2214MM mal-imcn@eMphia.net r Calling 1:Raised or Energy Truss: 1260 38.0 0.0 32 Wall-1st-froa.Wood Frame,16"o.c.: 265 21.0 0.0 10 Window A:Wood Frame:Double Pane: 33 0.350 12 Window E:Wood Frame:Double Pane: 9 0.350 3 Door double Entry:Solid: 40 0,250 10 Wall-1st-A5-Side Elev:Wood Frame,16"o.c.: 378 21.0 0.0 19 Window 8:Wood Frame:Double Pane: 20 0.350 7 Window 8:Wood Frame:Double Pane: 20 0.500 10 Wall tat-rear.Wood Frame,16"o.c.: 265 21.0 0.0 12 Window 8:Wood Frame:Double Pane: 20 0.350 7 Window 6:Wood From Double Pane: 10 0.350 4 Door 2:Solid: 20 0.250 5 Wag-1st-A7 Side:Wood Frame,16"o.c.: 378 21.0 0.0 19 Window G:Wood Frame:Double Pane: 28 0.350 10 Window C:Wood Frame:Double Pane: 10 0.350 4 Window E:Wood Frame:Double Pane: 9 0.350 3 Wag basement side wood:Wood Frame,16"o.c.: 101 21.0 0.0 5 Window 8:Wood Ranne:Double Pane: 20 0.350 7 Basement rear wall:Wood Frame,16"o.c.: 240 21.0 0.0 11 Window 8:Wood Frame:Double Pane: 20 0.350 7 Door 3:Solid: 20 0.250 5 Wag basement side wood:Wood Frame,16"o.c.: 101 21.0 0.0 5 Window 8:Wood Frame:Double Pane: 20 0.350 7 Basement-Front:Solid Concrete or Masonry. 208 13.0 0.0 12 Basement side 1:Solid Concrete or Masonry: 184 13.0 0.0 14 Basement-side 1:Solid Concrete or Masonry: 51 13.0 0.0 4 Residence for Charles Webster Page 1 of 7 s Basement side Z Solid Concrete or Masonry: 184 13.0 0.0 13 Window F Basement Wood Frame:Double Pane: 4 0.350 1 Window F Basement Wood Frame:Double Pane: 4 0.350 1 Basement-side 2:Solid Concrete or Masonry: 51 13.0 0.0 4 Floor 1:Slab-On-Grade:Unheated:,Insulation Depth:4A' 66 13.0 44 The proposed bulking represented in this document is consistent with the budding 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 R ' Design Professional has stamped and signed this page,they are attesting that to the bestOW�mowle lgq belief, judgment,such plans or specifications are in compliance -67 71z Builder/Designer Company Name Date '(1ykIED ARC �H r Q � s � �9t �2972°� yOQ FOF NEB Residence for Charles Webster Page 2 of 7 REScheck Software Version 3.7.3 Inspection checklist Date:05/13/07 Ceilings: Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Above-Grade walls: ❑Wall-1st-front:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑Wall-1st-A5-Side Elev:Wood Frame,16"o.c,R-21.0 cavity insulation Comments: Ej Wall 1st-rear:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑Wall-1st-A7 Side:Wood Frame,16"o.c.,R 21.0 cavity insulation Comments: (�Wall basement side wood:Wood Frame,16"o.c.,R-21.0 cavity inwiation Comments: 0 Basement nor wall:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Wall basement side wood:Wood Frame,16"o.c.,R-21.0 cavity insulation Commen tv. Basement Walls: ❑ Basement-Front:Solid Concrete or Masonry,8.0'ht(7.0'bg/8.0'insul,R 13.0 cavity insulation Comments: L) Basement side 1:Solid Concrete or Masonry,8.0'ht/4.0'bg/8.0'insui,R 13.0 cavity insulation Comments: Basement-side 1:Solid Concrete or Masonry,3.0'ht/1.0'bg/3.0 insul,R-13.0 cavity insulation Comments: �] Basement side 2:Solid Concrete or Masonry,8.0'ht/4.0'bg/8.0'insul,R-13.0 cavity insulation Comments: Basement-side 2:Solid Concrete or Masonry,3.0'ht/1.0'bg/3A'hnsui,R-13.0 cavity insulation CommerAw. Windows: ❑Window A:Wood Frame:Double Pane,U-factor.0.350 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window E:Wood Frame:Double Pane,U-factor.0.350 For windows without labeled Ufactors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window B:Wood Frame:Double Pane,U-factor.0.350 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: (]Window B:Wood Frame:Double Pane,U-factor.0.500 Residence for Charles Webster Page 3 of 7 For windows without labeled 1-1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 0 Window B:Wood Frame:Double Pane,U factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window 6:Wood Frame:Double Pane,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window G:Wood Frame:Double Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window C:Wood Frame:Double Pane,1-1-factor 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window E:Wood Frame:Double Pane,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window B:Wood Frame:Double Pane,U-facto-0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 0 Window B:Wood Frame:Double Pane,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window B:Wood Frame0ouble Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 0 Window F Basement:Wood Frame:Double Pane,U-factor:0.350 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: Window F Basement:Wood Frame:Double Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: Dow double Entry:Solid,U-factor:0.250 Comments: Dow 2:Solid,U-facto 0.250 Comments: Dow 3:Solid,U-factor:0.250 Comments: Floors: Floor 1:Slab-On-Grade:Unheated,4.0'insulation depth,R-13.0 continuous insulation Page 4 of 7 Residence for Charles Webster _�. Comments. Stab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade) insulation and extends at least 6 in.below grade. Air Leakage: ❑Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. 0 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 tan-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder. ❑ Required on the warm-in-winter side of all ran-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. 0 Insulation R-values and glazing U-factors 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. 0 Return ducts in unconditioned attics or outside the building must be insulated to R-6. Supply duds in unconditioned spaces must be insulated to R-11. ❑Return duds in unconditioned spaces(except basements)must be insulated to R- 0 Return ducts in unconditioned spaces(except basements)must be insulated to R-2. .Insulation is rat required on return duds in basements. Duct Construction: Ail joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g.(500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least 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: a Fireplaces must be installed with tight fitting non-combustible fireplace doors. 0 Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Bu#*w Code of New York State,the Residential Code of New York State or the New York City Brulding Code,as applicable. Service Water Heating: 0 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 ontoff heater switch and require a cover unless over 20%of the heating energy's from non-depietable sources.Poo(pumps require a time clock. Residence for Charles Webster - - Page 5 of 7 Heating and Cooling Piping Insulation: ❑HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Residence for Charles Webster Page 6 of 7 Table 1:Minimum Insulation Thickness for Clneulating 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 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 2.0" 2.5"to 4" Heating Systems Low Pressurelremperature 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 ChOted Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Residence for Charles Webster m Page 7 of 7