Loading...
insepction slips COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 'ermit No.07-.30S-- Cert. No 1 1 1 9 6 Cut-in Card No )wner titt ocation eZy Glae nstallation Consisting of rZ" Ste TC-# 2746"-C,4-10 rFe5 127m)667 7• nstalled By Pb Lie.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is :ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the .ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to r oke t rtificate. Date... * X6—0 INSPECTOR !' Member N.F.P.A.,LA. .1. cf-F6A,' it --- _ .- Queensbury Building & Code Enforcement - esidential -I I ction Office No. (518)761-8256 Arrive: 1°- VF a it ► ;` t: ,r i-1 Th a p Date Inspection request received: 21 U q 1_ Inspector's Initials: i NAME: PE IT#: 1 } 61- 7—,305 LOCATION: _ E: TYPE OF STRUCTURE: / I' 6vf-0 Commett11;- Y No N/A . r/ I•�i'�`' c A 4" Building Number Address visible from road V� Chimney Height 1"B"Vent/Direct Vent Location Fresh Air Intake _ 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete ii:// Platform at all exterior doorsHandrail 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 Bracing/Handicapped Ramp Compliant J 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 I main entrance 36 inches ✓ ,I Bathroom/Kitchen watertight _ l Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxyt Detectors / Every level: ,/ Every Bedroojn: Outside every bedroom pre A: __v_ / 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 /e. Bathroom Fans,if no window Plumbing fixtures x/,f Foundation insulation/Insulation Certification s/ Floor truss,draft stopping finished basement 1,000 sq.ft. /: ✓ Emer en e!ress below +rade 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 _ J Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum 1 Basement stairs closed rise>4 inches ' . Gara e Floor Pitched _ Garage fireproofing/'/a hour fire door/door closer / Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure C�� �1 �� Final Electrical gy t4 Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex-Gas`Pipe ending_ is Built Se.tic S stem/8 wer Debt. Ins.-ction Sticker te-Ian—Klananme required • Flood Plain Certification,if required Okay to issue C I C or C I 0[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 (fir/iC'r 7.s hey5 r ) ``7 ' Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins ec iop request received: Queensbury Building & Code Enforcement Ab rive: - `� am/pp Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ _ NAME: PERMIT #: r , LOCATION: .2-4 A „ INSPECT ON: TYPE OF STRUCTURE: N NIA 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 Air/Head 50 P.S.I for 15 minutes ► - n/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Doo ' ' indow S- - - No Insulation Du . . .T -r 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r ' ed: . Queensbury Building &Code Enforcement Arrive:ettzo rm. art: qri-I 2 m__ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. A. NAME: C LTA P grIT#: 09-3 '5-- LOCATION: HK-TR Pt\)ak1U F INSPECT ON: 7 -<3Q—6c1 TYPE OF STRUCTURE: AFU _ ts'NF S_AQ C CAR Pr t c\ b ,-� -- . Y- N--- -N/A-1--; Rough Plumbing I Nail Plates Plumbing Vent I 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 WI Water Supply Piping 11/ Air/Head ..0-R:S-1 r 15 minutes ..ltisu:Iatiofesidential Check/Commercial Check Vf} TEAL �� ��b� I yvek or Similar Exterior Sealant' Proper Vent, Attic Vent V P Door/Window Sealed (No Insulation) C_/- Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace . Duct work sealed roper{ I No duct tape OMMENTS: �.�___r_�_�._--._ n-FRS Mt0 Out-PA- Ne- • S?'etbEisAc0\ lk2...RtA% 1, 6 \ INb Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 (- ^tier , r—rr-) /O-jZ., /I'Co�f Rough Plumbing I Insulation in pectlon Keport Office No. (518) 761-8256 Date Inspecti y rest re,,,wed Queensbury Building &Code Enforcement Arrive: a ,,,•^.:: : -�v Sam 742 Bay Road, Queensbury, NY 128..04 Inspector's Initials: NAME: C/ - P -MIT #: LOCATION: /4-/ INSPECT ON: � TYPE OF STRUCTURE: N/A Rou•h Plumbins Plates umbinj V . ents in Place F‘vJ v\L_ 1 A inch minimum Drain Size c_o 00)) Washing Machine Drain 2 inch minimum Cleanout every 100 feet I chane of direction / Pressure Test �/ 'n /Vent :/// 5 P.S.I 10 ft. above highest connection for 15 minutes ✓ re a Test .ter upply Piping // 70 P. or 15 minutes I lion/Residential Check/Commercial Check 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 COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2 45, revised January 7,2008 i\ y/Ls._4. •, ___, . (ramcfniegr; FSirehsetoangqn;pection Rep:rt ---%-- f' Office No. (518) 761-8256 Date Inspection g. ,.. rir-cei ed: Queensbury Building &Code Enforcement Arrive: - 4, (41171 f--part: 0' a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ' NAME: C1C71"-e.., •ERMIT#: -3 LOCATION: '74/ A//-( , INSPECT ON: - -07 7 PE oF STRUCTURE: 7.----- .1- --- C: t---. I ty N/A COMMENTS:,Framing _ * • -ss 22” x 30" minimum — ?LiztZb otJ s5 v-v-T--_. Pt aE.. Jack Studs/Headers C3-c- `T-6k OF- asm piwo,4 Bracing/Bridging C3LIPtb, 6 , Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly — u3BLV,60‘ \-,) --\--B \ CO\ Headroom 6 ft. 8 in. DO \-)L_Ptob Stairwells 36 in. or more Exterior Deck Bracing - 1----V\G b"\-- Ei CU.....0t-k 1. 5 ‘ Headroom 6 ft. 8 in. C?) ..-nt-\ 0 07.-- Cc..\-\ D V6 Notches/Holes/Bearing Walls / , Ft..bb' . , Metal Strapping for Notches Top Plate _ . Q -)61, 6 1,.. ,,:,---.\- \ ,L) 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses A5\--Et-)1 0 Anchor Bolts 6 ft. or less on center / — 11: 1•5\---9‘U- \-- x 0) -7r---- .---0\57--- r 1-- }Ice and water shield 24 inches from wall ill , / ire separation 1, 2, 3 hour v:).?.L1-_ ,AA -\- ‘Z ire wali)2, 3, hour ' 7-- F0?-E•ttry-Q3D, --t-c3 tr,5 mbe, Firestopping - I, --- ---- ---k Penetration sealed 3'- v:-‘-b ( __ 16 inch insulation in cavity min. Garage Fire Separation 0---- \ t-g-‘''.'\ --CE-'?-- V- \67-kvw3v. House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall / ----• k,b,3 Pt0c) 7-i-\.61ZER---6-\\) Windows Habitable Space/Bedrooms --v-- L.. .V.71-- o F 1,\ pt.-V-- '----\--- 24 in. (H) 20 in. (VV) - ?-7* 5.7 sf above/below grade ›ci-t 5.0 sf grade Q0 2- c-0 .XPtC2_..---Cmc _._3 .. - AfdaFRia-- -v-k --- Doe t") LABuildrm ing&Codes Fos-OLDBuikiing&Codeanspection FormsTraming Firestopping Ins b .(. - . e .lanualy ,2 6 V AieSqf gcia• Foundation Inspection Report Office No.(518)761-8256 Date Ins ec io equest received: Queensbury Building&Code Enforcement Arrive, am/p I, / Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 inspectors Initials: \ ofr • NAME: PERMIT#: W ar LOCATION: / j n/e INSPECT ON: ' r-/ TYPE OF STRUCTURE: Comments _ Y f N N/A F Piers\ ithic 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 -*--(7 7iIescb7 . . Septic Inspection Report Office No. (518) 761-8256 Date Ins,Rect01 request received: Queensbury Building &Code Enforcement Arrive: ' am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �Cr NAME: Q41PERMIT NO.: 7! 'O(LOCATION: 2 iC..� • INSPECT ON: .- RECHECK: ` Comments and/or diagram Soil Type: Loam/ Clay • Zile ._/ Type of Water: unicipal Well Water / � Waterlin separ ion distance ft. ��M • Well separation distance ft. /w Okte..,. i 'ele--e., Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x c°' Stone Size: `i Piping Size, Typ Building to tank i- 660 Tank to Distribution Box Distribution Box to Field/ Pit ''O ji- Opening Sealed: Y . „W End Cap ,/N Ar Inlet/Outlet Pipes&Baffles - Y Location/ Separations Foundation to tank l0 ft. Foundation to absorption ft. Separation of Pits ri " ft. Conforms as per Plot Plan _N Engineer Report and As-Built _Y_N Location of System on Prop , .) Front Rear Left-Side Right Side Middle Front Middle Rear System Use St ths: ,/ 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 I/Lkivvh) ref- I.).- /00-- Foundation Inspection Report C_-_o = ,j , LOa — OfficeNo.(518)761-8256 Date lips.ection rep, 0450 7 Z ,i 1 ___. r12------ Q �' g : : ',,., s epar't: 'i : am/,ueensb Building&Code Enforcement Arrive: �� '' 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. lir NAME: CL - Ef\lefriAn'f(1\ Oq PERMIT#: LOCATION: :c-, INSPECT ON: 1)1 1 3 I®S TYPE OF STRUCTURE: �_ ��5 i'9 Commence Y N N/A Footings Piers n F is ab,,' entin 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 i `=V Reinforcement in Place , ,- Footing Dowels or Keyway in place Foundation Dampproofing ----- / Foundation rproofing Footing Drain Daylight or Sump Footing Drain Stone: 0 -12 inch width - \ 6 inches above footing gliz_u•A Lz_.._ et areas under slab ackfill Approval-;, C PVC Copp.! . Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM ; I Foundation Inspection Report Office No.(518)761-8256 Date Ins•ecti• "= - -4 11 O a. Queensbury Building&Code Enforcement Arrive: b ,�` is Depart: g! an 742 Bay Rd.,Queensbury,NY 12804 Inspector s h. NAME: .,#: LOCATION: INSPECT ON: l A Q j 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 Ozr Footing Drain Stone: 12 inch width 6 inches above footing P� a , prova�w e aeas,under slab Backfill n er Sla _ - -- VC ast—eoppe --- -.�_m-.. • Foundation Insulati ant xter-io _ 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 ect o equest received: Queensbury Building&Code Enforcement Arrive. am/pq Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect s Initials:\-..JJ--C NAME: C Lie d& PERMIT#: 3 LOCATION: Ac-//# ,/rC- INSPECT ON: o TYPE OF STRUCTURE: Comments Y N N/A Footings s w 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/Walipour nf tin Place Feio/ting owe or Keyway in place Fyounda on D pproofing 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 I ( ? :oo ) 2 -r 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection quest received: Queensbury Building&Code Enforcement Arrive: '6.`65 aamm/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: CIU kc PERMIT#: - LOCATION: j e /d / INSPECT ON: 9_ 51 () TYPE OF STRUCTU ZI : Comments Y N N/A Footings 1'lers�� 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