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2009-013 TOWN OFQ UEENSBURY IF4TO742 Bay RoadQueensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20090013 Date Issued: Thursday, April 02, 2009 This is to certify that work requested to be done as shown by Permit Number P20090013 has been completed. Location: WEST MT. Rd Tax Map Number 523400-295-006-0001-010-000-0000 Owner. WAYNE A MATTISON Applicant: CLUTE ENTERPRISES, INC. This structure may be ocgdyacmT1EW PLACID, INC. Garage Detached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the (---a„,„P property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090013 Application Number: A20090013 Tax Map No: 523400-295-006-0001-010-000-0000 Permission is hereby granted to: CLUTE ENTERPRISES, INC. BROOKVIEW PLACID, INC. For property located at: WEST MT. Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: BROOKVIEW PLACID, INC. 17 BRITISH AMERICAN Blvd Garage Detached LATHAM, NY 12110-0000 Single Family Dwelling $100,000.00 Total Value $100,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans &Specifications 2009-013 936 sq ft single family dwelling with 576 sq ft detached garage $169.92 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, February 06, 2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T wn o ueen ry;4 /F/ri y, February 06, 2009 SIGNED BY L. -'r �_%' .+ for the Town of Queensbury. Director of Building&Code nforcement OFFICE USE ONLY TAX MAP NO. c, PERMIT NO. _ ` z FEES: PER: 1 , ' RECREATION ENGINEERING (If alicable) '1 °;unr. '' j pp , PRINCIPAL S TR UCTU RE.• APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION APPLICATION IS REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. SUBJECT TO APPLICANT/BUILDER; r-- '" • OWNER: _ )e ADDRESS: 4. -8._.....,_ ADDRESS: (� � ,, e. PHONE NOS. `75? 73,-77 PHONE NOS. -7 t 3 7 --77 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: �F PHONE: LOCATION OF PROPERTY: ID .9'5. - t — to SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR O PROJECT O h` 0 O CS( w u~, �_- O E O I- Ir _1 0 f. w LI- in H LL U. w ¢ a = _ Z Q Q e- CO N (n 0 U. I- U. Ir w Z a = 08 SINGLE FAMILY / TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) i j .-I, ; TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR ` ,7,r) j �ATTACHED GARAGE(1,2,3) OTHER t +" ) 3Lir I ' r 3 4,_:' jci - IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: r OFFICE USE ONLY • TAX MAP NO. PERMIT NO. / (1/ ERMIT FEE i • Ctlu i • APPROVALS: ZONING TOWN CLERK •'• 0 ' APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: C e ikc-6kA- INSTALLER: CL 'Vr��`,-r? Queensbury Building & Code Enforcement - esidential Final Inspection Office No. (518)761-8256 Arrive: //i(2/anh/pm/, ) : am/pm Date Inspection request received: Inspector's Initials: Vr�-- NAME: C(.cf l C� PERMIT#: LOCATION: OL.0 it(T. PO - DATE: / ?�AS/ 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 fireproofmg/3A hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc • Final Survey Inspection Dept.of Community Development + Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 11-1- 7, NAME: Aft, Sri i. ._._ LOCATION: 1,1 ,/ `_I // PERMIT#: Cfl-O/3 Final Survey Plot PIan Approved Denied The attached final survey has been received by the Dept.of .e..-- Community Community . Development. Upon review the cy)survey has been Craig Brown,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc l 0 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: Z am/p Depart: am/pm Date Inspection request received: Inspector' Ini _tials: /1 061' 013 NAME: U (C' PERMIT#: LOCATION: (V AU. 'h . /erJ . DATE: _____ _/___2_. ' 1 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 % iS ety. glazing/Window in stairwells safety glazing terior Smoke Detectors: } Every level: Ev ryBedroom: y Outside every bedroo ea: �( 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%1"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Du work Sealed properly Logs in Sealed or Glass Enclosure inal Electrical `J k i ( �t,'r2V I Final Survey Plot Plan �'• As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required ` i Flood Plain Certification,if required J Okay to issue C/C or C/0[Temporary/Permanent] ,/ L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc (2-,,cc-) l-3 Tursde- __ . Queensbury Bullding & Code Enforcement - Rde ntial Final Inspection Office No. (518)761-8256Arrive: � �J am/pm �rt am/pm Date Inspection request received: Inspector's Initials: /�� / / PERMIT#: C/ ` - // --� NAME: Cit ) I-e-- �- ,- .:�� LOCATION: 4 r)14 (.» ,)i,--,71- 1. . DATE: 1C TYPE OF STRUCTURE: Comments: Yes/ No N/A 4° 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 i// Roof Complete/Exterior Finish Complete Platform at all exterior doors ///Handrail 4 or more risersGuards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more ✓f Guard at deck,porches 36 inches or more ✓/ Handrail Termination at Newell Post or Wall yfi�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 I \���c`'�VCe —c_1 ,�c7 Every level: Every Bedroom: / `� \i Outside every bedroom area: 10c.)1~�(N — -f`k Inter Connected: Battery backup: ✓, rA-L� 6.1-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 line of site if Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating f / Low water shut-off boiler ✓ Relief Valve(s)installed I Heat Trap/Water Temp 110 Enclosed Stairs Sheetroc k Underside minimum W Gypsum V:// / Basement stairs dosed rise>4 inches f Garage Floor Pitched Garage fireproofing/%hour fire door/door closer ! Duct work Sealed pro riy ‘/ Gas Logs in Sealed or las Enclosure ,// Final Electrical '''j k nr\ V--k,OJi _ Final Survey Plot Planiu11 5vt/C�' Arc Fault Breaker in Bedrooms ii 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 I C or C I O[Temporary/Permanent J 1,/_____ L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 • (1r 00) l -` 447:5- _ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspekj3n request received: Queensbury Building &Code Enforcement Arrive: ; _ am/pm .Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspectdr's Initials: NAME: (2 (i PERMIT #: - i/,, LOCATION: Li/ (}/ APS/ /)')J INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 'A 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 l Air/Head .6 fiC •r 15 minutes -� 1.? Insulation 1 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 COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 /1001/1 i t d �- Framing / Fitfttopping ihspection Report Office No. (518)761-8256 Date M n =•ue, « i Queensbury Building&Code Enforcement Arrive:\\ rep -1i'�•, • rt: \Z: A arr 742 Bay Road, Queensbury, Inspector's 12804 I ctor's Initials: fly ERMIT#: NAME: / �� � C, LOCATI /c4 Ld2'' n47, INSPECT ON: ' E OF STRUCTURE: Attic Access 22" x30" minimum - F Jack Studs/Headers Bracing f Bridging : ._ `: +fig Joist hangers `DT , 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 = - trapping for Notches Top Plate ) 16 gauge (8) 16D nails each side - stopping 1,000 sq. ft floor trusses • ,,r• _•• ft. or less on center / ___-- _ istizc7 0V7 e\5 Fire separation}1, 2, 3 hour E 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 L:1Buildk g&Codes Fortes-OLD1Building&CodesInspec tion Fomiscraming Firestopping Inspection Reportdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p Depart: ' �i am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1�; NAME: ," t PERMIT #: � LOCATION: ;j,,y� l� - `ti jti T,\; i�-� INSPECT ON: _ z TYPE OF STRUCTURE: <, l' f) ://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 `7 Drain / Vent Air / Head 5 P.S.I. or(ft trove highest connection for 15 minytes- PressureTest Water Su .ly Piping Air ^ ad 50 IS:rforl5 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 COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 --79 . Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm epart:'`')r .-. am/pm 742 Bay Rd., Queensbury,,NY 12804 Inspector's Initials: %i ikk <- .,3( AME: J��, �� �' 1� PERMIT NO.: LOCATION: l O�i, i, S7 mi • , INSPECT ON: 7 RECHECK: Comments and/or diagram Soil Type:4-... Loam/ Clay , Type of Water: r unici ,/ Well Water 4 Waterline separation distance ft. Well separation distance ft. Other wells: \ai ft. Well Casing Length 50' + / - Y N N/A / ) i Absorption Field: Total length q2,_____ft. 3 j -7 i Length of each trench ( ft. 1 1 5 t--, Depth of trenches ai: ft. # Size of Stone I 1 Seepage Pits: Number Size: ._ :) ',C;c Stone Size: Piping Size Type Building to tank " Tank to Distribution Box3 Distribution Box to Field / Pit t A.4- 5-- " ( ] O , Opening Sealed: N ..- "'"�� i End Cap __N i\,:(,--r.,:,-.-1) )i-\') Inlet/Outlet Pipes&Baffles Y_ N _ f`. '- Location/ Separations ,,.., (( ''�`"1 -7c--- ` Foundation to tank ft. ` 0�� ' f -c\ OW'Foundation to absorption ft. -r... ..`. , ,,,,, Separation of Pits tin ft. . 1 Conforms as per Plot Plan <-- Engineer Report and As-Built Y , N (" Location of System on Property: - ‘, I Front Rear _( Left Side) Right Side Middle Front Middle Rear Y- - S • s: ----=-- Approved far rtial Approved and needs to be re-inspected, please call the Building &Codes Office N.. Disapproved -- Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc I � 3r Framing / Firestopping Inspection Report c _444_ spN Office No. (518)761-8256 Date Inspection request received:a Queensbury Building &Code Enforcement Arrive: ` am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initials: ` NAME: -- O/3 i PERMIT#: Cfi LOCATION: ' �,T_ (lte!% Ca ; INSPECT ON: TYPE OF STRUCTURE: 4O N N/A COMMENTS: Frami g' 4i: 14 ' 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 .4 1 1A(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 A Fire 4 hour irestoppi ' yf Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 14 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:1Buitding&Codes Fortes-OLD16uiiding&CodesUnspecdon FomhscFraming Firestopping Inspection Report.doc Revised January 7,2008 - S 6z1 it) Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 3 Queensbury Building &Code Enforcement Arrive: am/p r o ,Depart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -& NAME: � / , PERMIT #: LOCATION: 1V, O Or INSPECT ON: /a0 TYPE OF STRUCTURE: Y N /N/A (-Rough Plumbing/Nail P - es n in Place 4 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum /&44)1 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 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 ( ? : Jö ) 2 - 7 /PJCi Framing / Firestopping Inspection Report , Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm De rt:m am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Cl _______ NAME: � PERMIT#: LOCATION: /i� kb-S mi _ INSPECT ON: , TYPE OF STRUCTURE: Y N NIA 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h(w) 16 gauge (8) 16D nails each side Draft stopping sq. ft. floor trusses , Anchor Bolts 6 ft. or,less on center Ice and water sh' '' 24 inches from wall ' n 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side .6 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:16ui ding&Codes Forms-OLDDBuiiding&CodesUnspection Forms\Framing Firestopping Inspection Repoitdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm /kitDepart\am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Cl NAME: �� PERMIT#: �� LOCATION: L VAir /"RI } W ) INSPECT ON: mi TYPE OF STRUC 5P9 1 Wr - Comments 7/NiA N ootm 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 I Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Budding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM QUA Foundation Inspection Reportu - 1 p\o- ndation Office No.(518)761-8256 Date Inspection request received: c)-U Queensbury Building&Code Enforcement Arrive: am/pm Depart:/ 4 pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials ei 09-0 ( 3 NAME: SV-201:/t/Uk?- PERMIT#: LOCATION: INSPECT ON: , TYPE OF STRUCTURE: '50 Comments Y N N/A Footings Piers o 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspecti n uest received: Queensbury Building&Code Enforcement Arrive: phi , epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect6r's Initials: 1". NAME: C.L0--FF PERMIT#: DR—D 3 LOCATION: 9- CLS) )EST i) INSPECT ON: Z-19t —Del TYPE OF STRUCTURE: GA p R(;F Comment( Y N N/A /Footings ' k� �} 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 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:\Buiiding&Codes Forms\Buiidiing&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0 - .4 670) 2 -41 7,,ightese-4:2 Foundation Inspection Report Office No.(518)761-8256 Date Ins n req ,y '. : Queensbury Building&Code Enforcement Arrive: 1 ; R Depart: •1;i m✓ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti s ` NAME: (7/ ERMIT#: 07- ea LOCATION: S 7rti NNSPECT ON: / . TYPE OF STRUCT C11 Comments Y N N/A Footings } Piers Monolithic Slab J/ Reinforcement in Place v 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 tWallpour _ 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 Forrns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM • Foundation Inspection Report Office No.(518)761-8256 Date Inslepti request rived: Queensbury Building&Code Enforcement Arrive: am/p4m,DA,j Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector e teals. NAME: ;1 - I' PERMIT#: � LOCATION: t (4 �j fit _ { , INSPECT ON: 2 —/ /7- �, TYPE OF STRUCTURE: Comments Y / N N/A Footings Qiers 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\f=oundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM „X( 6) ' m - ) Foundation Inspection Report -6A-1**-- Jo 3 ( Sc Office No.(518)761-8256 Date InspFcti njquest received: eTh t CJI Queensbury Building&Code Enforcement Arrive:~y � �am/pm , , , t�Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors 'tials: • '� L& r<�' e _ 013 NAME: '. , l /f/ick, fA 1 J- i PERMIT#: giiir LOCATION: LI' I / v INSPECT ON: _,M • TYPE OF STRUCTURE: 9 Fz-e•r= 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 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 _,.64ni for wet areas under slab Backfill Appr N.,/ Plum ing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report L T U 61 0 Office No.(518)761-8256 Date Ins / pecti il�request received: �� Z 0 ` Queensbury Building&Code Enforcement Arrive:- ,(jam/p '()c Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Ins ecto 's itials: LG NAME: G- �. I -I Y J'' £-e SPERMIT#: 0? - LOCATION: U-1 0 h Lth c 7 m r. (e-j 4j >INSPECT ON: 7.--// 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 inches above footing*66 mil poly for wet areas under slab �r Backfill Approval PIulnbing Under Slab PV /Cast/Copper ` t:. v i ' Foundation Insulation Interior/E terior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Fgundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (?. 'L.r) it/(7---(k(--:-S,c-,--/6-_, Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depalic,am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: /1.--Y/1- j : ( " � PERMIT •# LOCATION: (';',/ ( 7 - INSPECT ON: 2 _%1 C_= , 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 (/3 Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing :Tar.. '. . : -as under slab �, Backfill Approval f•-:011.--- (el /� • .1 .er lab f;(2-0 \1(.( "--1 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 r' 1 1 (2o )C Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: , NAME: /-• PERMIT#: �% LOCATION: � ' I, ?; /U7 .( INSPECT ON: 2 7- (_i 7 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. 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