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2007-432 TOVN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLI-ANCE Pemut Number. P20070432 Date Issued: Tuesday, October 23, 2007 This is to certify that work requested to be done as shown by Permit Number P20070432 has been completed. Tax Map Number 523400-296-018-0001-027-000-0000 Location: 64 SWEET Rd Owner. JOSEPH & SANDRA CONGEL Applicant: JOSEPH & SANDRA CONGEL This structure maybe occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY 0 Issuance of this Certificate of Compliance DOES NOT relieve the 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: P20070432 Application Number. A20070432 Tax Map No: 523400-296-018-0001-027-000-0000 Permission is hereby granted to: JOSEPH & SANDRA CONGEL For property located at: 64 SWEET Rd m 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: JOSEPH & SANDRA CONGEL 64 SWEET Rd Porch $18,000.00 QUEENSBURY,NY 12804 Total vane $18,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency HOWK,TERRY Plans &Specifications 2007-432 392 SQ FT 3 SEASON PORCH $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,July 18,2008 (If a longer period is required,an application for an extension must be made to tine code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Ton Wednesday,July 18,2007 SIGNED BY for the Town of Queensbury. Director of Building& de E rcement �.� __r.___...._r..r_r___......................._._.._..r._._.__. r__.__._._.....__._._._- OFFICE USE ONLY 0 0 TAX MAP NO. /(o ey 1` _ kRMIT NO. ; 0 , FEE PAID BLDG.&CODES APPROVAL ; ; ; , f , / _ 0 ,.___________f_______.____. ________r_________.___-________-0 r_._�_, ----------------- ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: -)05a,6k 4- 5AA 08,V) INSTALLERIBUILDER: re-va-'I l'tect.►lL ADDRESS: �{ ewe k� ��S ADDRESS: PHONE NOS. PHONE NOS. LOCATION OF PROPERTY: �q t`I) SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: (e q sir'e e_f ESTIMATED COST OF CONSTRUCTION: $ , 'ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? no IF YES,PLEASE LIST: 6 J� CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: SAn d `8 h PHONE: 79d'gd,)of ........................................................................................................................................................................................... ..................................................... ............................................... .... .... PROPOSED 1ST FLOOR 2*FLOOR '_. TOTAL D PROPOSED CONSTRUCTION SO.FT. SO.FT. SO.FT. HEIGHT .....................................................................................................................................................................................................................................................a.....................................................i..................................................... t OPEN PORCH ................................._........................................................................................................................................_......;....................................................:r..................................................._........................................................ DECK y.. . ....... € ........................................................................€.. 3 SEASO COVERED OR ENCLOSED PORCH' ........................... ............................................................................................................:..........................................................................................................P......................................................................................................... t BOATHOUSE I BOATHOUSE WITH SUNDECK i ... ...:.... 1 j >............................................................................................................................................i.....................................................M..................................................0.................................................................................................. .... • I DOCK I I.................................................................................................................................................................................................1................................................................................................................................................................. { SHED t............................................................................................................................................ ............................................... ............................................... .............................................. .............................................. f j POLE BARN ................................................................................................._....................................................................................................................................................a.......................................................................................................... DETACHED GARAGE(NO.OF CARS: ) t OTHER ACCESSORY STRUCTURE: ........................................................................................................................................................................................................................................................:............................................................................................................ .: 'CONSIDERED FLOOR AREA& MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes,the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL codes*aueensburv.net I have reachand agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Signed Dated:' `I l `b-7 h Uas.,; Town of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: /0'�) am/pWepart: am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: 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 Bedro6: 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 s .ft.-ISO s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/a"Gypsum 01 Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a 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 Certificatio uired Okay to issue C/C or /91 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc � � 3 7A)f, -"-- Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart k am/pm Date Inspection request received: Inspector's Initialer'� / NAME: PERMIT#. �� LOCATION: DATE: 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 tja, 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 s .ft,150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s . 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 Valves installed/Heat Trap/Water Temp, 110 Enclosed Stairs Sheetrock Underside minimum%2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 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/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes inspection Forms\Residential Final Inspection Form revised 100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No...../ ......... Cert. N 0 3 216 Cut-in Card No..................................... Owner................. :....... ....................................................................................... ....... 12 Location....!Q.. L.4%..1........... Ax...................................................... l7 p ��"" Installation Consisting of..,(.,dlrtf 1. ... `'� t<.t'�..� �� f.. .................................................................................................................................................................................... .................................................................................................................................................................................... InstalledBy.....7.7.......41&AU.1 .........................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin i spections at any time, and if its rules are violated,the Company shall have the right re k this a �ficat 1�� f� r Date.......:......................................... INSPECTOR.............................................................................................. Member N.F.P.A.,I.A.E.I. ,3 71 Rough Plumbing /' Insulati�on I spection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm D�ep . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: " INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent Vents in Place '110 p►�� 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 ead 50 PS Mr 15 minutes Insulation R"6sidential Check Commercial Check Proper Vent is Vent 'DuQtLHo ter Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: fL - —� \ LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: '« am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: n PERMIT #: 6 3Z LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-29 R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 i4 inch min.. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family 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: LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestoppin} Inspect on Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pR. Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: j INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z 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 j Fire separation 1,2, 3 hour S 4 hour aled 16 inch insulation in cavity min. Garage Fire Separation House side '/z 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 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm D art:4 1 m/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y NIA COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers < l 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 '/z 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 %z 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 m e' m JDD:JOB14517 Mark: RI Quantity: 7 Type; CA52 Span: 280000 PI-HI: 4.5 Left OH: 1- 0- 0 P Right ON: 1- 0- 0 P Page I CatiGRG QIJSEtt&BURY BRANCH C'S 4 kLL M AUS CBmmm CSl SIZE 1A11HE i Brace truss as follwo: ZOJCM 3 REACP W9-. Cca*aan TmxV MTYL6: cK T.^1}F19 88GCYT: 4CP 1.00 2x a.210DE1.8 C.C. Fro= Ro if RumAm KM M BID Total Design LOMAS Ipit7 Trusser M-- metusrdby: J7 lrad-TL SI7.i X Y B111 D.97 Zx 4 1650n.5 2C cant. 0- 0-0 25- 0- 0 tw 3N-Sx IN-= -&C V 6B 20 0.0 14.0 sARA4b3k fIt!SM 12ADERS A 1.00x S-00 0.20 0-13 SAS IL 97 2x i aM-42 HC Cont. D- 0- 0 28- 0�- 0 A 228[ 5- B 3- 9 TL V BE 2D 14.0 29.0 Analysis Ceud•orms to: B b.Odx 6_00 cum-0.35 FBL 2r a SM-42 M 1 noels CLa tm<D sT C 2280 5- B 4- 9 RC V 0 10 0.0 6.3 Ab133/TPI 95 iF 02 52 S.00x32.00r7 O,ZE 0.70 DO�PTi0I7S: Attarl- Cm with I21-10d wi]s ]sz -S HG V D 20 E.9 16.9 G3 IaaeSaq D r l,RSzlt_OD-1.52 0.73 rS3 Zx 4 2100F1.F at an mac zar! BC V 0 20 16.9 28,0 Soffit pit 2.El ` D S.00xI,{.0, Q7TR-0.55 UPL Y F�A7 8EA3t3R38 3 3 Rind Inad Cass Devi+p Chocked fox 10 pal mm- 6 l.ODa:12.00 C= 0.16 TC Ebs1.1S rd1.10 Pt=1,-D uFinamT PEL9 V71.37 t 9 2 fFaCil_ "i-ati Cain eemeuxzent LL cm W. L H 5.00x 8.00 -8.23 7_82 KC M-L.10 rc51.10 rt�=1.10 ZB5 um Rini Lomm-Mal l ASCE 9-92 \ E 284 C 204 buss ie deigned u a Alain 0 ).ind-Fc+rca Re9istbOCe 6gsbdn. TL Dufl -0.94P in D -C ij317 Slind Speed: 90 mlil. 6� LL Defi -0.561 in G-D L1504 Mem Rout FeSev 25-0 Ba Disp 3JA DL Ti. Hrpesurs Ca togmy: C _ Jt C 0.26•' 0.Ll^ D.371 Oeempswcy Factor = 1.60 r Shear J/ sxain in 3 -S2 0.87 Euilding Type�: Xw1ossia u Una 10cxtion: Irtari= C Tr bead LCad 6.0 Pat BC Dead Load S.a pat LO �; Roof BMW Ins3 par ANCE 1-02 . A A grow-d Snow Los3- 70.0 psf z stain rum" . 0.0 That Z y Iopoatunm rector 1.OD 0.3 �4-0 ab- so A-0 Th-1 ranter 1.00 Httposum 1�tor D.gD Wwcod Load Factor 0_63 A [I 0 3�1� 1.61 2 J 3 TCn Qn3alttuacvd Loads Chw kod�- 3,10" Skc12n lead Factors 1.67 and 0.00 } 61 $2 Mar now. form 729Z Ltn 5-11=1 2i411 WA i 4a4= 14kr to=, fprce CIAO fbs Ur H J 0tality ontxol!&rear 1.00 i-7-0 we pw �+ 2CL TCL I-9-31) ♦ / fe EMIE= E3 Ix'aL= Kz C: u S �J2 ff:508 W.S" otte2279 R:Z248 97: 264 Tl: 2 is N E-1-4 1 -1-2 14- 16- - -i 2-0-9 6-D-0 K �.. 9- 1 _ S [17 2@-B-D- I XA PLZLTMS ARE'!:4]020 N 00 OD r-1 B3FEE -'ltO rq8 mm. CmarA1. m Nmr bRli 874'SDl.S mmm ima 9aala:1/l^�1' AA7»1SIClE%9FS CU74ATJc". RabbjAi Il7C./[]mina f?lua" nYFROR. 7v7ISS M311GEs: 167.E LUS . 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Headroom 6 ft. 8 in. Stairwells 36 in. or moreL � t � � Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate i 1 '/z 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 %z 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 �-/o "7o&-5 ,a e-Ay 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: 60-111�)NAME: PERMIT#: = LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings iers 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: T ^L,V LOCATION: INSPECT ON: _ TYPE OF STRUCTURE: Y N N/A COMMENTS Framing ccess 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly i 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 '/z 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 % 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 �— I ( Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: I3/0-7 Queensbury Building&Code Enforcement Arrive:1"10 am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: J mot/ NAME: _ Z. PERMIT#: LOCATION: ( �S, .1,q�_ INSPECT ON: (3 TYPE OF STRUCTURE: Comments Y N N/A Footings U,44/✓j -O � Piers LA C. Mewed" 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. oundation/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 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Inspectionnest received: Queensbury Building&Code Enforcement Arrive: 05 am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:1>c NAME: PERMIT#: V�Z,--- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place 5 The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this se 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 Inspection r est received: 7 Queensbury Building&Code Enforcement Arrive: Z,, pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: (M PERMIT#: _ Q � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ff-ootings, Piers Monolithic Slab o 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:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM