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inspection slips Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 Framing 1 Firestopping Inspection Report Inspection request received: Name: j� R E e— Inspected on: ` Location: U+b d Arrive: a.m.l P.M. Permit No.: 0,9/ -,aS:S Inspector's Initials: TYPE OF STRUCTURE: S r p Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided 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 I 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 Fire wall 2,3,4 hour Firestopprng 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 Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report vc, Rough Plumbing / Insulation Inspection Report_ Office No. (518) 761-8256 Date Inspection reVest received: /it /// Queensbury Building & Code Enforcement Arrive: a p//pm 742 Bay Road, Queensbury, NY 12804 Inspect s Ini lal 1 ✓ NAME: I 11 C3 I P P PERMIT#: 0' aSS LOCATION: U �� I { I IZ �� INSPECT ON: /U �(� TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test 1 ater Supply Piping j- �y�I t I est- Air/ Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing 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 Blower Door Test Air Sealing COMMENTS: Rough Plumbing—Insulation Inspection-02 05 13 Town of Queensbury Building&Code Enforcement 71 1 C:::5-0 Office No.(518)761-8256 Rough Plumbing / Insulation Inspection Report Inspection request received: ,�n Name: Inspected on: Location: �� q .���:� Arrive: �'�� a.m.l P.M. Permit No.: Inspector's Initials: Type of Structure: COMMENTS Y N NA Plumbing under slab Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place I %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head �7 5 P.S.I.or 10 ft. above highest connection for 15 minutes f � Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Window Sealing \ Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door I Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed property/No duct tape Blower Door Test Air Sealing Rough Plumbing/Insulation Inspection Report Framing / Firestopping Inspection Report —�� Office No. (518) 761-8256 Date Ins ec jon gquest received: )Z Z 3 13 Queensbury Building & Code Enforcement Nam/pm 742 Bay Road, Queensbury, NY 12804 Inspect 's Initials: NAME: PERMIT#. LOCATION: I IVT I I R - INSPECT ON: Z 1 3 TYPE OF STRUCTURE: / Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs / Headers V V C Truss Specification Provided V 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 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 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 sl above / below grade 5.0 sf grade Design Professional Sign-off, If required Framing Firestopping Inspection—Revised-112 0513 ( U � Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: q Id- Queensbury Building &Code Enforcement Arrive: am/pm Depa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �7 `� — NAME: q — a PERMIT#: LOCATION: U INSPECT ON: TYPE OF STRUCTURE: a Framing Y N NIA COMMENTS: Attic Access 22" x 30° minimum Jack Studs/Headers Bracing /Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12° O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 18 gauge 8 16D nails each We Draft stopping 1,000 sq. ft. floor trusses An ft. or lesson center ce and.!5opAield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavityin. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade UBuilding&Codes Forms-OLDSuilci ft&CodesUnspection FormsWremirg Fu*stopping Inspection Repoh.doc Revised January 7,2008 Foundation Inspection Report Office No. (518)761-8256 Date Inspection r ed: Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector' iti NAME: moo//{ 2_ RMIT#: LOCATION: % — INSPECT ON: TYPE OF STRUCTURE: Comments N N/A Footings Piers no ' is Slab Reinforcement in Place The contractor is responsible for providing protection from freezing _ for 48 hours following the placement6 ���KrC (� 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 Forrns\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 9-// / 641-44 7 . Foundation Inspection Report Office No. (5 18)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:/r� NAME: PE R MIT#: LOCATION: INSPECT 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 Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ,_-6'rnches,�above footing 6 mil 1 for wet areas under slab Backfill"loyal bing Under Slab PV 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 request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: k y�C- I PERMIT#: /J G LOCATION: V INSPECT TYPE OF STRUCTURE: Comments Y N N/A -Footings f 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 a n Footing Drain Stone: - 12 inch width 6 inches above footing LA 6 mil poly for wet areas under slab L Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\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 request received: Queensbury Building&Code Enforcement Arrive: am/ p .—Depart: In 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r � NAME: sltj c--;, PERMIT#: LOCATION: © P. INSPECT ON: TYPE OF STRUCTURE: COMM n 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 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\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Z ' rv— Office No. (518)761-8256 Date Inspection request received: 1 Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials�� i 0 NAME: �N ��'�� PERMIT#: O LOCATION: 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 Dampproofng 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 Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Does �- (�, ; e r o Founds n Inspection Report 3 � — Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: — Pni 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: h r _ PERMIT LOCATION: LL ` INSPECT ON: ) O TYPE OF STRUCTURE: Comments Y N NA 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 S 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:\Bullding&Codes Forrns\Building&Codes\Inspecdon forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM