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2006-690 TOWN OF QUEENSBURY Fors742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060690 Date Issued: Monday, September 29, 2008 This is to certify that work requested to be done as shown by Permit Number P20060690 has been completed. Location: 14 FELD Ave Tax Map Number: 523400-309-007-0001-040-001-0000 Owner: MARJORIE JOHNSON Applicant: MARJORIE JOHNSON 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 (" 44P4 other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 1 " TOWN OF QUEENSBURY ET ..y 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes 18) 761-8256 BUILDING PERMIT Permit Number: P20060690 Application Numb= . A20060690 Tax Map No: 523400-309-007-0001-040-001-0000 Permission is hereby granted to: MARJORIE JOHNSON For property located at: 14 FELD Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and othe info . ion hereto filed and approved and in compliance with the NYS Uniform Building Codes and the ft,.-ensb r, Zoning Ordinance. T I&s f 1•nstructi• Value Owner Address: MARJORIE JOHNSON STILLER, LEESA Sing - Family Dw• ling $80,000.00 385 RIDGE Rd ' otal alue $80,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's ame/ Ad,l ress Ilk ; lectrical I pection Agency 11111111 Plans &Specifications 2006-690 945 SQ FT SINGLE FAMILY DWELLING $113.40 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, January 08, 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 T: e Quee ury� Y? - da January 08, 2007 SIGNED BY t" ter . 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: P20060690 Application Number: A20060690 Tax Map No: 523400-309-007-0001-040-001-0000 Permission is hereby granted to: JOHNSON, MARJORIE For property located at: 14 FELD Ave 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: JOHNSON, MARJORIE STILLER, LEESA, KENNETH ELLI Single Family Dwelling $80,000.00 385 RIDGE Rd Total Value $80,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2006-690 945 SQ FT SINGLE FAMILY DWELLING $113.40 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, January 08, 2008 (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 To eensbi ly; Min y, January 08, 2007 SIGNED BY �dwL4' f �, f for the Town of Queensbury. �' -� Qu rY Director of Building&Code orcement 1016. 70. OFFICE USE ONLY TAX MAP NO. 309i o I -1 • 7( -. I PERMIT NO. n r XL_ FEES: PERMIT RECREATION ENGINEERING ,0 A, OG (If applicable) 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: >,`� ad./0e (/d///7S�,G6WNER:r���9�J�',�''e ��p`�� 5c;j{/ ADDRESS: ,_94,6- /f I 'E i40,,eY/7.51-- ADDRESS: 5 rs-- ;cl['* /l'/t``0,--k` PHONE NOS. 79 -9„fv �G' PHONE NOS. ',?� �- �,.-��9 Ol CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: /VA< 0A” ee- PHONE: 79J j9' LOCATION OF PROPERTY: ...*71:3> Id /4 L -71/41 SUBDIVISION NAME: LI-7o - PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 PROJECT ~ � O � � � � 1-111 LIJ U- Z Z < < 7 ( cva OIL Fri a = as SINGLE FAMILY / r TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHE GARAGI3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 0 00 d FUEL TYPE: C14 S HEAT TYPE: ad- *HOW MANY FIR LACE(S): J AND/OR WOODSTOVES(S): U NC't�G1 l� �' A, c ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: Si t2 /f' ,G��-li w D�,fve.W 7. *Please complete a separate Application for"Fuel Burning Applian s&Chimneys"available in our office B 3-LGL I I-05 EitTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 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 statement/description 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 4/271' // ,G''-L / '-4 &_ 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 This application / proposed action described Applicant 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: Ai =UILD ,ter': CODES APPR. ' ZONING APPROVAL 'ATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(Dqueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net aTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 .06 -61a OFFICE USE ONLY TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK OCT 0 4 2006 APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. ,� 9 OWNER:, /�/J/J�DI �/C//7/ `e C 4 /7S INSTALLER: � / g ADDRESS: S?:‘./ / v� ��� / 7f4ORESS:- PHONE NOS, 79',79--7- F-9 PHONE NOS. LOCATION OF INSTALLATION:/ ///,4,'/ �l/i�jf?SJ<<aQGf /4J-' / RESIDENCE INFORMATION: YEAR BUILT I BEDROOMS j X COMPUTATION= TOTAL DAILY FLOW GARBAGE GRINDER 1980 or older I X 150 gallon per bedroom = INSTALLED? �/� 1981 -1991 1 X i 130 gallon per bedroom = SPA OR HOT TUB 1992-present I X 110 gallon per bedroom i = 7 Q INSTALLED? /" PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT OLLING STEEP SLOPE %SLOPE ✓ 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 PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) 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: /ado GALLON (MIN. SIZE IS 1.000 GAL.) TILE FIELD: EACH TRENCH -157) FT. ✓ TOTAL SYSTEM LENGTH: /S7. FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS / FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM: (If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. I 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 agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Dispo al Ordinance. codes@queensbury.net VISIT OUR WEBSITE FOR MORE INFORMATIgN 7 www.queensburv.net Slgnatur ofiPerson Responsible Date J r } Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. 518 761-8256 Arrive: 6) am/ De am/pm ( ) rr Date Inspection request r ceived: Inspecto�" `Initials: NAME: /6 PERMIT#: — ___ ,r` LOCATION: -CI AWS DATE: Z� TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/'B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches _ Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: ree/AD Inter Connected: Battery backup: r Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofmg/%hour fire door/door closer �! Duct work Sealed properly 6/14 I A)6- Ll✓r 7 I as Logs in Sealed or Glass Enclosure final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required / Okay to issue C/C or C/0 [Temporary/Permanent] yf , LABuilding&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: 1, m/p a ap rt: am/pm Date Inspection request re ived: Inspector's Initials: �� NAME: tri 7C>A") PERMIT#: OG — G 6 LOCATION: ---Z%C":" C---- DATE: q 2� TYPE OF STRUCTURE: Comments Y N N/A Chimney Chimney Ht./"B" Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete _ Guard 30 in.or more @ stairs,decks,patios T 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 1/2" G 'sum Grade awa 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 Valve s installed/Heat Tra /Water Tem. 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 finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproof ng/'/4 hour fire door/door closer . /''�� I—, �� 1?;?5i.:t I Duct work Sealed properly (te (1 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 sa ft.-150 sq. ft. vents Building No./Address visible from road F'nal 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\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 2 --- . -/-m-,, Queensbury Building & Code Enforcement - Resi4Fnal Inspection , ___/i it) Office No. (518) 761-8256 Arrive: am/prrk_ art' am/pm Date Inspection request received: Inspector's Initials: _ `Z-�� 4, NAME: : 1/1--/P2' vPERMIT#: /' - 4-52 OarLOCATION: DATE: - liFX0flI TYPE OF STRUCTU Comments: Y No N/A 4" Building Number Address visible from road Chimney Height/"B'Vent/Direct Vent Location t� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete / Platform at all exterior doors • ,/f Handrail 4 or more risers ✓ 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 Deck Braking/Handicapped Ramp Compliant l f Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate V Gas Valve shut-off exposed/regulator 18 inches above grade 1 Interior privacy/trim/doors/main entrance 36 inches Bathroom/IGtchen watertight il / 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: 1 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ✓ / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window ✓ Plumbing fixtures :/ Foundation insulationf Floor truss,draft stopping finished basement 1,000 sq.ft. I 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 :II Fumace/Hot Water Heater operating ‘7/ Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum / Basement stairs closed rise>4 inches �/ Garage Floor Pitched / Garage fireproofing 1%hour fire door/door loser f / Duct work Sealed properly ✓/ Gas Logs in Sealed or G ass tlosure / J Final Electrical -1 11-1 / Final Survey Plot Plan 1/ U� k,--t- 6 u f�UJ i Arc Fault Breaker in Bedrooms ,/: / �/ Flex Gas Pipe Bonding ,/ (NGt� �� f((tJ--� As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C 1 C or C/0[Temporary/Permanent I L:1Building&Codes FormslBuilding&Codes!lnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: // --&,7,--4? NAME: � J c1Sa LOCATION: re /011 PERMIT#: ()/ Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of [/ Community Development. Upon review the survey has beep: Craig : ; , Zoning Administrator Notes: ° " L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc LEGEND o I.R.F. IRON ROD FOUND c I.F.F. IRON PIPE FOUND o I.R.S. IRON ROD SET 10� UTILITY POLE ooCDo STONE WALL x—X x- WIRE FENCE O CHAIN LINK FENCE — o WOOD FENCE e POINT F. P. FENCE POST -0hw- OVERHEAD WIRES n/f NOW OR FORMERLY I LOT NUMBER PER MAP REFERENCE 1 s ! 1 IRF 24.9' over 3.4 I �j o I C? -{ 01 n) r 114 :W gravel �%laN1 48.9' _ —/ -- - -_N drive C4. lr�,o " — ° -- q --� 1) --- -- - -- - f % . AREA = i W —� r►�1�e .� r• Lands n/f porch16f�ac�ja�-__J._Qh nson & Leesa Stiller--- :� N L. 3325 P. 249 -- __- f -I X71 IRF 16.7' a ( N INa '77 - - IRF _ .-- - - Lands n/ 3 `-------Mmrjorie Johnson s Leesa -- k,.. �. Lands n 3 �°, anodla.L..h-- _ _ �f L. 682 P. 209 - Marjorie Johnson j Leesa K' 6btauotL i L. 682 P. 209 I . _---------___._. IPF MAP REFERENCE: 1) "MAP OF SUNSET PARK ADDITION" DATED MARCH 07, 1916, PREPARED BY ERNEST L H. MEYER, SURVEYOR. NOTES: 1) BASE MAP PREPARED FROM A SEPTEMBER 2007 FIELD SURVEY. 2) NORTH ORIENTATION IS BASED ON MAGNETIC MERIDIAN 2005. 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 4) SUBJECT TO A RIGHT OF WAY TO NIAGARA MOHAWK CORPORATION, ITS SUCCESSORS AND ASSIGNS, AS FILED IN THE OFFICE OF THE WARREN COUNTY CLERK IN BOOK 983 AT PAGE 167 5) SUBJECT TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNTY, AND STATE REGARDING THE DEVELOPMENT OF LAND. 6) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. 7) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 8) UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BEEN SHOWN FROM SURFACE LOCATIONS AND MEASUREMENTS OBTAINED FROM A FIELD SURVEY. THERE MAY BE OTHER UTILITIES WHICH THE EXISTENCE OF ARE NOT KNOWN. SIZE, TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES MUST BE VERIFIED BY PROPER AUTHORITIES PRIOR TO ANY AND ALL CONSTRUCTION. CALL DIG SAFE PRIOR TO ANY EXCAVATION. r 0 w GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 fL , ( /(9,.<-.3 .:) /0 ,_ /2 .61- 6L7 ; 1 / Septic Inspection Report Office No. (518) 761-8256 Date In ;echo -• a- . e•- -d: s+ t-Queensbury Building &Code Enforcement Arrive: :”,d• Depart: D-t0?, . � 742 Bay Rd., Queensbury, NY 12804 Inspector's InitiJ 4 Jam_' / �� ."441-,ik 0/ _ 6l NAME: `..`') ) PE' IT NO.: tC� j`=�`=` (D LOCATION: �4 r -�`C__ IN 'ECT ON: IIWAMP.1 RECHECK: Comments and/or diagram Soil Type. -.nd oam / Clay Type of Water: un pal ell Water Water•--- 'oration distance (114;1ft. 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 .A- -z, ft. Size of Stone .1 ...-2—...- Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Lk h Crt-\ 1-1(� Tank to Distribution Box 1.111 WC-- Distribution C.Distribution Box to Field/ Pit / '1-\'' ' c___ V Opening Sealed: y YN End Cap t r---N Inlet/Outlet Pipes &Baffles Y N 1(7 Location/ SeparationsQ t� Foundation to tank b ft. Foundation to absorption VV-141 ft. Separation of Pitsft. Conforms as per Plot Plan -77-i— Y— N Engineer Report and As-Built Y N Location of System on Property: Front Re Left Side Right Side Middle Front • fiddle Rear S stem Use Stat : 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 Lands n/f Louis George Carm,a L. 211 P. 315 S85'00'08 -E Lands n/f -------_,darZorie Joh,nsor. & Leesa Kn­ob-taucl L. 682 P. 209 (SEE SEPTIC SYSTEM DESIGN NOTES) I SLOPE OF FILL. Lands n/f —M or Jc &° Leesa n L. 682 P. s s L IRS NEW ASN$ DRIVEWAY s N T `SIRS cn P q )OM ON GRADE) 1V:10H SLOPE OF FILL /0- /2_ /kv(5 Rough Plumbing / Insulation InspectionReport: Office No. (518) 761-8256 Date Inspect�'I request received: to^(2 Queensbury Building & Code Enforcement Arrive: `5am/pm L Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Insp or's Initials: f NAME: Er, Sc- --- PERMIT #: ?' 2(.7 LOCATION: l4/ k-27 /9V _. INSPECT ON: TYPE OF STRUCTURE: N N/A •ough Plurntig Nail Plates • • 'ing Vtn /Vents in Place 1 '/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Ai .ead :0 P. .1 •r 15 minutes Insulation / Residential Check/Commercial Check �v � i ( \ ' • - . = imilar Exterior Sealant C ` � Proper Vent, Attic Vent jU 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 fito Framing I Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: ') a pmt Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial( NAME: h S PERMIT#: E- 4z-gp LOCATION: 4)°?c, INSPECT ON: TYPE OF STRUCTURE: N QUA COMMENTS: Framing Attic Access 22" x 30" minimum V �' Jack Studs/Headers y` T/ c7 U f 417 (c A c c c 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 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour /� Fir II 2, 3, 4 hour / Firestopprr\g netra ' 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:1Building&Codes Forms-OLD\Building&Codesllnspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 2 -4/ f0 . Rough Plumbing / Insulation Inspe tion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: v. PERMIT #: g - • 4r ,4 LOCATION: ��, "i< INSPECT ON: . ,- /- TYPE OF STRUCTURE: Y N N/A J Rough Plumbin, / Nail Plates Plumbing Ven /Vents in Place • 1/2 inch mi urn Drain Size Was • V achine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain I 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.I for 15 minuteszifi sulation / Residential Check/ Commercial Check / /Tyvek or Similar Exterior Sealant f J 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 3 _Ties Framing / Firestopping Inspection Report Office No. (518) 761 8256 Date Inspa �o}request received: Queensbury Building &Code Enforcement Arrive: '-' S am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 'S- l NAME: JO d ��/—. PERMIT#: LOCATION: / ��(C4 JL[ ;�� INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing I 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 %(w) 16 gauge (8) 16D nails each side - I stopping 1,000 sq. ft. floor trusses • chor =•Itsor less on center Ice and water s .-Id 24 inches from wall - - aration 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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:1Building&Codes Forms-OLD\Building&Codes\lnspection Forms\Framing Firestopping inspection Report.doc Revised January 7,2008 5)--/40 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date In section r-• e« -.. Queensbury Building & Code Enforcement Arrive: •, '. �� ri : •art: , 1,s " 742 Bay Road, Queensbury, NY 12804 Inspecto s 04 „it NAME: PER #: LOCATION: 1 ( INSP:CT ON: - • IP PE OF.STRUCTURE: qe_CM) ______<Ay,\7lf N N/A Rough Plumbing/ ail Plates ,� • -- =•- • • ents in Place 1 %2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping "r/head �� \\' / 50 .I for 15 minutes nsulatio Residential Check/Commercial CheclikCF1.� ��— 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 I No duct tape COMMENTS: V Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 kr_ Foundation Inspection Report Office No.(518)761-8256 Date Ins cti ,���� ..�st rec- v-': �1 C) V Queensbury Building&Code Enforcement Arrive: , .i /. •epart: . 742 Bay Rd.,Queensbury,NY 12804 Inspector's . i nD NAME: `�S P 1 T#: D —� LOCATION: i 4 7 j i SPECT ON: / o/D6 TYPE OF STRUCTURE: �r ! ` 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 Dampproofmg ° Foundation Waterproofing Footing Drain Daylight or Sump \ � Footing Drain Stone: 12 inch width Y ` 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval -)221 umbin Under Sla / ast/Copper ndation 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 Ins.: equees -i -d: Queensbury Building&Code Enforcement Arrive: r : • • ,, i epart: `Q;:�pm 742 BayRd.,Queensbury,NY 12804 Inspector s hut :ii�s! 4,1y Q rY NAME: b D 3 P' RMIT#: g - l4.gl LOCATION: \`-1 F GLC iE INSPECT ON: -1 — 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 L, 1 J'J1- - Plum Mg Under Slab ✓ \ V /CopperL. oundation 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 /-3 /Au5 /7 Foundation Inspection Report Office No.(518)761-8256 Date Ins ction re. • eived: Queensbury Building&Code Enforcement Arrive: `, . !epart: c• . pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initials. Aa. NAME: �[- 61 t Cr7IV-C P' ' 1 #: 06-Z- LOCATION: TURE 4 SPECT ON: 7 — —0S->" TYPE OF STRUC : Comments °5-7iC1) 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width . es above footing 6 mil p,ly for wet areas under slab Backfill A proval ' .0 +mg Under Slab © PVC/ : Copper / • 1111111 Foundation Insulatio to, teri•. Exterior 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 i\bOik _ g Foundation Inspection Report Office No. (518)761-8256 Date Insp ction req l e :-',ed: l 1 U Y- Queensbury Building&Code Enforcement Arrive: , f � y D epart: :2Z 742 Bay Rd., Queensbury,NY 12804 Inspector's In' NAME: K-S U PERMIT#: -69 L/ LOCATION: 14 F(c INSPECT ON: ?/ //p ' 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.4Luryose on site. Foundation/Wallpour RrIf i)pv(A �Reinfo ace Footing Dowels or Keyway in place Foundation Dampproofmg 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\1nspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM • / ? -/? 7 bAy Foundation Inspection Report Office No.(518)761-8256 Date Inst ctio quest received: Queensbury Building&Code Enforcement Arrive: 'Q `) pwz/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: OGS(,�S O PERMIT#: �v LOCATION: / INSPECT ON: !<. -2(/-dam TYPE OF STRUCTURE: Comments Y N N/A / l Footings vers Monolithic Slab d Reinforcement in Place L' The contractor is responsib e f 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 Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM