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inspection slips 6 CO Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: ;.r 1�. • a Date Inspection request received: 'Inspectors Initia . NAME: / • - /es r 'ERMIT#: Lfi2l�jl� 2_ LOCATION: H T- DATE: . —�e--67 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: _ Inter Connected: _ Battery backup: 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''Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing 1%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure c Ica vey Plot Plan �As ttuilr� ic sysiem/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certificatio. req•' ed Okay to issue C/ •r C/O .or Permanence L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc . 2 —y. ,,,,, ...... ______, .._.... . • /c}e- ,s1),4-1 ._._,46,6-7 \-\ Queens bury Building & Code Enforcement - Resid al ' . a1 Inspection Office No.(518)761-8256 Arrive:(i•w : 3:3D aa� rt Date Inspection request received: Inspector's Initials: / f/vim/ NAME: GS J P'RMIT#: 0tlj_,c7� LOCATION: ATE: 7—Z_a•—p'1 TYPE OF STRUCTURE: c------ 1 0 6.�,0 � F' Comm Yes ® N/A PC Building Number/Address visible from road ,// Irir Chimney Height/"B"Vent/Direct Vent Location �� C—k��r� `��� Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches ✓/ N`'�W, �/ Roof Complete/Exterior Finish Complete /' Platform at all exterior doors 10 0/ Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more 1� 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 7 Bathroom/Kitchen watertight �. 1 Safety glazing/Window in stairwells safety glazing Interior Smoke Det tors: Every level: Every Bedroq�n: Outside every bedroom ea: �o// Inter Connected: Battery backup: / //// Carbon Monoxide Detector - s//' 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 y Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area f Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum o/ Basement stairs closed rise>4 inches ///' 1 ' ‘1\"L .90 v 1r Garage Floor Pitched // �. 6�� Garage fireproofing/3/4 hour fire door/door closer J/� \5 tj 4b ��wf Duct work Sealed properly ✓ �� 4 Gas Logs in Sealed or Glass Enclosure z Final Electrical Final Survey Plot Plan / ...L.. ��� v As Built Septic System/Sewer Dept.Inspection Sticker J � Site Plan /Variance required Flood Plain Certificatio re ire j/. Okay to issue C/C o C/O porary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc 7(//* Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 0 Queensbury Building &Code Enforcement Arrive: am/pi Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: - V ASS Uo ' PERMIT #: O(e �f2" LOCATION: I �( '`'`�` PLACCINSPECT ON: l' TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates • Plumbing Vent/ Vents in Place 1 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 Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape ti COMMENTS: � L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection equest received: 4,.&) Ol (X, Queensbury Building&Code Enforcement Arrive:/0 2 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:` NAME: \, a PERMIT#: rr LOCATION: [�j ,. 61 ►k - INSPECT ON: r. NCB TYPE OF STRUCTURE: (ThS5j 5 Y N NIA t� COMMENTS gareetr-`� r �� Attic Access 22"x 30"minimum Pea /X— /2-1A-vfP617e6-6 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(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 wall2. 3,4 hour iresl�p mp g Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %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 /Ai • L&thtio. i ✓3530 cp �tur r 116Yr a(9570(00 1 /O-t - m Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 • Date Inspection request received: A/1).6-60(e ' Queensbury Building &Code Enforcement Arrive: am/ a rt: am/prn; 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i c:);NAME: PERMIT #. LOCATION: I INSPECT ON: TYPE OF STRUCTURE: ,N /a(51X.' lq Y N/A RoughYPl tut bin di- Nail Plates �"�L� I n / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet[change of direction . rP ure TTest- D ai / Vent Air / ead / • • .S.I. or 10 ft. above highest connection for 15 minutes , , -ssurer--rest= ., rl:•ter Supply Piping Air / Head Li/ , 50 P.S.I for 15 minutes Insulation J Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation . If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape l COMMENTS: _ L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 z :Li • /( y /0//3/0c 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: ft'.tk..1q, NAME: /✓ !!! PERMIT#: ' < LOCATION: /? &r-nt A.let�. /i rpm,' iINSPECT 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump / Footing Drain Stone: 12 inch width c6 ' hes_ mil poly'for wet areas pder slab ° % /� ''w` "R �'N`( 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 z -14 (4- ",KM/J-1 /o//3/06 Framing / Firestopping Inspection Report - - Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: L(A, NAME: PERMIT#: 0. 5`7' LOCATION: at-fr f 1 /�i�'ll�t r ie O— INSPECT ON: TYPE OF STRUCTURE: Y N NSA COMMENTS Framing 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Roits ft oMess on center Ice and water shield 24hes from wall V 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 'A 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 ll' ,. ' / .•••••- e3 Ti-/0 R S 1)Al-Al ,, e 61/ —5----og* Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: G�_ `t�CJ am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ey.zir?NAME: —r K PERMIT NO.: LOCATION: / r INSPECT ON: RECHECK: Ck . , Comments and/or diagram Soil Type: Sand oajj 'ei-'--- Type of Water: Municipal 1kl+ I Waterline separation distance _�_ ft. Well separation distance ft. \ .� Other wells: ft. Absorption Field: Total length Z�c:, ft. Length of each trench _a_._ ft. Depth of trenches _ft. Size of Stone • f. 2- Seepage Pits: Number /U (IA- X.. �- Size: kJ .- _ . Stone Size: � -. ``� Piping Size Type — a - r Building to tank � ' Tank to Distribution Box Ska � � . Distribution Box t i Id/ Pit Lk -��✓ ' � Opening Sealed:(�f N Partial \ End Cap 4 Inlet/Outlet Pipes &Baffles gy;.__N \� Location/ Separations Foundation to tank l • ft. Foundation to absorption .\ ft. / Separation of Pits Vsv . J Conforms as per Plot Plan Y V/N Engineer Report and As-Built Y_N Location of System on Prope : Front Rear ft Side ight Side Middle Front Middle Rear System Use Sta : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 • ' : 1 I - 1 I i ' ' • - •fIIIII ' I I 1 , 1 • ; • __;... •. • , • . i 44. • :I.I I -I I I 1 i [ 111 I I I I -----T ' -----In t i I 1 I . i ! i i I . , 1 1 -1----' t ; -h-- ; I r 1 i _..f. . ._, ___i_ ' 111 ---• ,----____,-_ . . __, :1_,,,e, i 1 a_____, 1 1 ! ___,____,___ . , , L. ..„,, 1 , 1 ____ 41— I ) 1 1 1,61 1 [ i 1 i , , . . 1 I 1 i _ 1 ..,1 14 i Ir il r 1 ii ; A ' k II ! . 1 — t-1-7---: i ! , , • _ ‘.... .,--,e.....a.l....M.f..zsa.cdok , —I-) • e I L • ___.1 . 1 : --i--- --H-ii i ....,,,,,,,a•ta ..1 -V.,.S.A.,74,Jes..,,-....4.,,, ,,,,,, I L _ .• i ! iilli . • I 1 • . . . • , 1 ______,_ i 1 ,t- .1; 1 esi.„- r I i , , . - 1..............,......1.7"......L...................i..„,.........„;2 [ 1 _4,,.......,„4.....,.,..: 1 1 !------‘ I I I1 I 1 . !---J, .--- I I-' i I I ' I e 1 AS—BUILT" . • -,-1 . i.I t1,1 1 i I I I I i 1 r I .-- ---, 1 t . . 1 ,,..-.• —,_ ,-.1 t .. i 1 I 4 i----''-- , i ! 1 1 . • I 1.!! 1 , 1 I ! ,•1! --f'' ,e,...:44 a , 1 , 1 , I t : -1— '1 _ _„____i___. . 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'H. -tr ' 1 i -----.7-4-----------F------ ..,,, L____ , 1 ___-J I ---,. , -1-----. . i , 1 , 1! L I , --T---, il ' • ; 1 : , I_ ?-4.., . A .,.., I) N I ; I " 1 ' ft i. 1 , 1I i I , , , !'1 11, ! I Foundation Inspection Report Office No.(518)761-8256 Date Ins ;; tion r-' uest received: Queensbury Building&Code Enforcement Arrive:2 4`. p ?C___Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspec s In vials: NAME: PERMIT#: — LOCATION: i C G rb LINSPECT ON: 6 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 oting Dowels or Keyway in place F`ouunaati n l?ampproofuag_ Foundation Waterproofing Foot' g Drain Daylight or Sump obt�ng_L am Stone: `�12 inch width Y 6 inches above footingti:// 6 mil poly for wet areas under slab !Backfll`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 Ins cti, request received: Queensbury Building&Code Enforcement Arrive:( am/p//m// c. Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: C./fC NAME: I £ "iVeyee A PERMIT#: ( 6 LOCATION: 0-Co D.:'- P-z-- INSPECT ON: /l 510 Co TYPE OF STRUCTURE: Comments Y N N/A �� 4/2 fl4 J L !/u� Footings d f Fi to i-t i°&er) Piers k t Monolithic Slab Reinforcement in Place The contractor is responsible for tt d providing protection from freezing for 48 hours following the placement ` i - -r!/'r& 6A4-/A) of the concrete. f Materials for this purpose on site. �C.,y-( t S ( 1 e > l r� Foundation/Wallpour Reinforcement in Place �(�� ��1J1l0 C'`'`rr Footing Dowels or Keyway in place Foundation Dampproofmg �v £ " foundation Waterproofing rpooting Drain Daylight or Sump �-5 1> e9-�V'p 17 Footing Drain Stone: l !k 12 inch width �_C A'16�3) c) ,_ 6 inches above footing j r 1 3C 01 u- 6 mil poly for wet areas under slab tJ �,a Backfill Approval A- Fa vN i>1-j 1 0 19 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 Insp ti4on request received: Queensbury Building&Code Enforcement Arrive: _` ati/pn Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: U NAME: r /) - PERMIT#: 06 _gs� �� _ LOCATION: :.iq !* P 7 INSPECT ON: 7/)S `fig 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 F toting Dowels or Keyway in place Fainda for Da.thpproofing Aid o Foundation Waterproofing footing-Dram Daylight or Sump ✓ Rc- v r2R A-vu rizo 1-Cw4 Footing Drain Stone: '134"51 / 12 inch width / 6 inches above footing 6 mil poly for wet areas under slab ti,r rA-CC.- pro Ate._ cite-a 4j'rn _ `ekfill t ppaoval _ _ +� a it)o ptC-& 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 Inspectionquest received: Queensbury Building&Code Enforcement Arrive:'72:/)am/pin,��Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: <f, 6 74r5 - PERMIT#: 06— LOCATION: N,..x,JGibIV ��_ INSPECT ON: _ AIMb-�CCp 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 7/ o the concrete. aterials for this purpose on site. oundation/Wallpour Reinforc e t i Place Footing owel or Keyway in place Founda 'o ampproofmg 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 /0 /z /140/07)All Foundation Inspection Report Office No. (518)761-8256 Date Ins ection equest received: Queensbury Building&Code Enforcement Arrive: 6 /m/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Insp tor' itials:�� NAME: PERMIT#: -6-* 2_ 74% LOCATION: r r �q d _ INSPECT ON: q 1 TYPE OF STRUCTURE: Comments Y N N/A Footings/ � rs Monolithic Slab Reinforcement in Place zV 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