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inspection slips 11\ Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/ am/pm Date Inspection request received: Inspector's Initials: NAME: /V& 1 — PERMIT#: L LOCATION: 3"7M (A_ - t DATE: - TYPE OF STRUCTURE: t tkA)()) Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height PS"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 '7/ Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate 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/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 sq.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 fine 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 1A"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'3.4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical ql2i,krcaa,Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O(Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 // /nsoveclia7 Foundation Inspection Report Office No.(518)761-8256 Date Ins tiorrequest received: Queensbury Building&Code Enforcement Arriv 05 am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect° 's Initials: NAME: S)JVOJQr PERMIT#: ��— v r C LOCATION: t{- ' �1� 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. - Eater ais this purpose on site. Foundation/Wa pour cLfr ntin Place 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing I Insulation Insp ction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:5")0 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Sa /(k,J7f PERMIT#: LOCATION: 3-7 7 GL---- INSPECT ON: TYPE OF STRUCTURE: C� Y N N/A I 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 Ai ad P/ .S.I • 15 minutes Insulation/ esidential Check/Commercial Check - . • imilar 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 t, aiN.u�.�.. jai :> �._ � q COMMENTS: t � ✓ Rough Plumbing Insulation Report.revised Nov 17 2003, revise d February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date In • - • •n request received: Queensbury Building &Code Enforcement Arrive: IMO am/pq,�mart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s nitiais. NAME: L_O A®b R PERMIT#: - t LOCATION: 3 7 Pt LE_yL..`i . A c INSPECT ON: — TYPE OF STRUCTURE: Y N N/A COMMENTS: Attic Access 22"x 30" minimum 14,J�T'4 /-�- ���5 Lel2C1/ Jack Studs/Headers Bracing/Bridging Joist hangers P-OV 1 Q& AL-&-`-1? Jack Posts I 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 weal ire se on 1, 2, 3 our Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side IA 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:iBuilding&Codes Forms-©LDi8uilding&Codes inspedan Forms Framing Firestopping Inspection Report.doc Revised January 7,2008 /-. 3 lit 0 Foundation Inspection Report Office No.(518)761-8256 Date Inspect'on request received: Queensbury Building&Code Enforcement Arrive: 4 . am/pm C/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initials: NAME: ... t: i%a�� PERMIT#: O/ LOCATION: j 7 / t� INSPECT ON: IllairraM UC TYPE OF STRUCTURE: Comments Y N N/A Footings 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 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