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inspection slips V\)Erb Queensbury Building & Code Enforcement - Residential Final Inspection IQ-1,11 ^Office No. (518) 761-8256 Arrive: am/p Da �1_."ty'am/pm Date Inspection request received: 6I 161�S Inspector's Initials: 7L)AB (TT TT NAME: bG1�) PERMIT#: � LOCATION: DATE: i TYPE OF STRUCTURE: booth4y S2) Comments: Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake lJi lL C1 3 inch Plumbing Vent through roof minimum 16 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,pafios more than 30 inches above grade Guard at stairwell at 34 Inches or more Guard deck, orches 36 inches more Handrailit Termination at Newell Post or Wall Intedor/Exterior Railings 34 inches to 38 inches or _ 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 Safe /azo / gl win stairwells sa n <�• . Interior Smoke D ectors/Carbon Mo oxid Detectors Every level: Eve edro Outside everybedroom a a: --- Inter Connected: Batte backu Attic access 30 inches x 22 inches x 30 Inches hei ht in accessible area e= 1/10 Crawl Spaces 18 inch x 24 inch access 1 sq.11 150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss, draft stopping finished basement 1,000 sq.ft. Emergency egress below grade 400, Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off atentrance furnace area FumaceMot Water Heater operating o 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 Gas Los in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pi a Bonding As B e is stem/Sewer Dept. Inspection Sticker Site riance required Flood Plain Certification if r Okay to issue C/C or C Temporary/Dpfmanent L:\Building&Codes Fonns\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 t9r' Wei \ Foundation Inspection Report / Office No. (518)761-8256 Date Inspection request received: 5 o0 \5 � Queensbury Building&Code Enforcement Arrive: �am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ,2/r NAME: K—OCk—vvuy-,t- L uc� PERMIT#: 14'zje)1J LOCATION: 107- YACX.�V.si INSPECT ON: /l1 TYPE OF STRUCTURE: Comments Y N N/A Footings y Piers Monolithic Slab Reinforcement in Place The contractor is responsible for II providing protection from freezing /,) l v, Joy S for 48 hours following the placement lam/ of the concrete. Materials for this purpose on site. d 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 12/9/2014 6' 10 1?2' 6' 10 117"- "- 6' 10 112 _._t Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 Rough Plumbing / Insulation Inspection Report Inspection request received: 51=,.)I 1.01`--> Name: Inspected on: S ta 1JO S Location: ID RD 1�-Xy&t- Arrive: -d p.m. Permit No.: �' 2S Inspector's Initials: Type of Structure: COMMENTS Y N NA Plumbing under slab � 1^ Rough Plumbing I Nail Plates lit '�� Plumbing Vent I Vents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction H� T Pressure Testes Drain/Vent Air l Head �� 5 P.S.I. or 10 ft. above highest connection for 15 min s \'s A RTi R� Pressure Test n Water Supply Piping v� Or r l Head / r �i \6T50 P.S.I for 15 minutes 1)J' Fwd Insulatio ential Check Commercial Check V, �L�DEQ— Window Sealing V-- v�LAC oZ8 PRoaT �000Q Ute— o Tyvek or Similar Exterior Sealant Z2— Proper Vent,Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces ombustion Air Supply for Furnace uct work sealed properly/No duct tape Blower Door Test �� e Air Sealing Rough Plumbing/Insulation Inspection Report 6RflO+r P.Z1 �y kLuz P— t3 ��vyyy E�� C�REA R--z l Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 ` I 11-'� —iz:oo Framing / Firestopping Inspection Report Inspection request received: A2ali Name: Inspected on: Location: 102 Arrive: .m. Permit No.: � Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22'x 30°minimum Jack Studs I Headers / o�Y;s Truss Specification Provided l� Bracing I Bridging Joist hangers J Jack Posts I Main Beams ) Exterior sheeting nailed properly �2 +�/ 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches I 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 Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'h inch or 518 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 I Firestopping Inspection Report / ,�� Town of Queensbury Building&Code Enforcement Office No.(518)761-8256 �k ,A I l Rough Plumbing I Insulation Inspection Report Inspection request received: 21, 2!3"I ICD Name: L--L� Inspected on: 3 Z 2 Location: 102. UC'aC \jy<�— Arrive: m .m. Permit No.: )q —Je)t) Inspector's Initials: Type of Structure: COMMENTS Y0- NA Plumbing under slab Rough Plumbing I Nail Plates cvw s A� Plumbing Vent/Vents in Place �� 1 '/z inch minimum Drain Size 1 Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test a Vent Ai H J j P.S. or 10 It above highest connection for 15 minutes kmss�re Test Wa Supply Piping "ir /50 P. . for 15 minutes V dation I Residential Check I 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 I No duct tape Blower Door Test Air Sealing Rough Plumbing I Insulation Inspection Report Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 74SA437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specilica�ns is allowed. Permit# I 1' I//lh/ Schedule Inspection 3 I d S Time 11>0 a^ pm anytime Inspector_ Name � G�� �l //4 / C Address t�LAr S✓ l Rough In Final_ , r Appliance Manufacturer ku�}nin— T 'U y�i Model# D U 3� svw� Direct Vent_ Factory Built Chimney Flue Size Double Wall_ Triple Wall_ Insulated_ Yes No N/A Comments Floor Protection �Iq x Clearances to Combustibles (all si e Firestop(s) Vertical Chase / Wall Penetration_ Vent Clearances to Combustibles 3 Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air 31 y Hearth Extension(if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) CO Detection CSST Bonding White—Building Dept yello —Cust mer Pink—Fire Marshal Town of Queensbury Building & Code Enforcement of >M Office No. (518) 761-8256 F1raming / Firestopping Inspection Report Inspection request received: 24� Int VName: — Y"t Inspected on: 7 I21-I�1 Location: 111)Z c)c2buy-&+ Arrive: 1 a.m.l P.M. Permit No.: f�o A --Cbt), Inspector's Initials. TYPE OF STRUCTURE: ST—t� Y N NIA COMMENTS: 'Framing Attic Access 22"x 30"minimum Jack Studs I Headers 00y- S Truss Specification Provided Bracing I Bridging ztq e)c, 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/Hales/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour liJ� 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 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report 6P Town of Queensbury Building&Code EnforcementT-QA Office No.(518)761-8256 � y2?\I, Rough Plumbing 1 Insulation Inspection Report l Inspection request received: S;12A X15 Name: Qmck:b_ ysC 1_1 C- Inspected on: 2 ZeD—I 7_011S tOZ 1_ Location: �OC.I�Y kavS� �• Arrive: 1 a.m.l P.M. Permit No.: Inspector's Initials: Type of Structure: COMMENTS Y N NA Plumbing under slab Ck)\rjj Rough Plumbing/Nail Plates r Plumbing Vent I 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 I Vent ' V Air/Head \KAI(�� 5 P.S.I.or 10 ft.above highest connection for 15 minutes 1 Pressure Test Water Supply Piping Air I Head 50 P.S.I for 15 minutes �^ Insulation I Residential Check/Commercial Check Window Sealing Tyvek or Similar Exterior Sealant Proper Vent,Attic Ven Door/Windowaled (No Insulatio Duct I Hot Water ' ion If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape Blower Door Test Air Sealing VJ Rough Plumbing/Insulation Inspection Report VJ� Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: M1� Name: _ Inspected on: Location: Arrive: a.m./p.m. Permit No.: Z kA, ` Inspector's Initials: P Comments and/or diagram Soil Type: Sand I Loam/Clay Type of Water: Municipal 1 Well Watery` \ Waterline separation distance Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- _Y_N_N/A [150'to well required if NO] Absorption Field: Total length ft. q�{ Length of each trench ft. < � U.V 1�0 `�+1�► Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x 4 � � `� Stone Size: V�/� V \ Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field I Pit Opening Sealed: _Y_N �— End Cap N Inlet/Outlet Pipes&Baffles Y/_N Manholes 12"or less below grade _ _N [provide extension collar if Yes] _Y_N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan _Y_N Engineer Report and As-Built _Y_N ETU Maintenance Contract provided _Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Statu . Approved a41al prove needs to be re inspected,please call the Building&Codes Office isapproved Septic Inspection Report NO 1-3 Foundation Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/JIM Depart m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial : NAME: A �OA a 75 y PERMIT#: �-� 5 1 LOCATION: l C7 A ,41k 6u� + qV 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. eZ Foundation/Wallpour Reinforcement in Place n Footing Dowels or Keyway in place -2- Foundation Foundation Dampproofrng 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 12/18/2013 2:44:00 PM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ectio!_roquest received: Queensbury Building & Code Enforcement Arrive: h am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's In ials:A NAME: E_ PERMIT#: — {I LOCATION: ,4e? DCHhece—,St+ INSPECT ON: TYPE OF STRUCTURE: S fi 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 rain ,Vent i ed ft. above highest connection for 15 minutes ssure Test Water Supply Piping 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 0513 45W- Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm DepartV�/� pm 742 Bay Rd.,Queensbury,NY 11288004 Inspector's Initial X66?!� NAME: ( PERMIT#: 2-0 4• �f LOCATION: � �, ,� ,, / �J� INSPECT TYPE OF STRUCTURE: �n" Lk ;ff 1 ��� 7TT� Comments Y N NA Footings L� ��` 4L-1 AJZ.A4 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 �'rj t� 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 Fonns\Foundatlon 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 Depam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: ;-4 _ PERMIT#: ✓ LOCATION: "a INSPECT ON: TYPE OF STRUCTURE: Commeab 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 folding &Codes Forms\Building&Codes\Inspecdon Fors\Foundatbn 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: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials ,L f NAME: hb tpi P PERMIT#: 1 7 L1 LOCATION: 16 Q AT4 tlg+ Rd INSPECT ON: TYPE OF STRUCTURE: S F Comments Y N N/A 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 ki 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 12/18/2013 2:44:00 PM