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CC-000312-2015 w�tii-o TOWN OF QU EENSBURY Town of(Zeensbuty 742 Bay Road,Queensbury,NY 12804-5904 Community Development—Building&Codes(518)761-8256 OCCUPANCY CERTIFICATE OF Permit Number: CC-000312-2015 Date Issued: Wednesday,November 18,2015 This is to certify that work requested to be done as shown by Permit Number CC-000312-2015 has been completed. �o Tax Map Number 303.16-Il-Il.Il Location 373 Dix Avenue �ev Owner: Lia Dix Ave.Realty Applicant: BBI.Construction Services This structure may be occupied as a: New Commercial Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy 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 4t Planning Board or Zoning Board of Appeals. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 OL Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000312-2015 e:,f 2J015 - I eCl Tax Map No: 303.16-1-1.1 REVISED Permission is hereby granted to: BBL Construction Services For property located at: 373 Dix AVE 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 Owner Name: Lia Dix Ave.Realty Retail-Mercantile-New $2,500,000.00 Owner Address: P.O.Box 5789 Total Value $2,500,000.00 Albany,NY 12205 Contractor or Builder's Name/Address Electrical Inspection Agency BBL Construction Services 302 Washington AVE,Extension Albany,NY 12203 Plans&Specifications New Comm.Bldg. LIA Nissan PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,May 18,2016 (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 eximtion date.) Dated at the Town q Queens Mod , 015 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY F 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 10 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150150 Application Number: A20150150 Tax Map No: 523400-303-016-0001-001-001-0000 Permission is hereby granted to: LIA DIX AVENUE REALTY, LLC For propeily located at: DIX Ave 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: LIA DIX AVENUE REALTY, LLC New Commercial Building $2,500,000.00 1258 CENTRAL Ave ALBANY NY 12205-0000 Total Value $2,500,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2015-150 Lia Nissan New Commercial Building 373 Dix Avenue 18,631 s.f. Cross Ref. SP 11-2015 $4,285.13 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, May 18,2016 (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 To o ueens ry,V O'/+ - ay 18, 2015 SIGNED BY q \ for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE 05/08/2015 Received Tax Map ID TAX MAP ID 303.16-1-1.1 Permit No. 2016 Permit Fee PT- , K_5 / 3 ZONING Commercial Intensive Rec Fee Subdivision X Site Plan # -7 it HISTORIC SITE Yes No # SUBDIVISION NAME Lot MAY 0 8 2015 TOv,nl n - r,— _. TOWN BD. RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS, INCLUDING SINGLE FAMILY DWELLINGS, DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED&MODULAR HOMES, BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. APPLICANT Matthew Coughlin Jr. OWNER Lia Dix Ave. Realty ADDRESS 302 Washington Ave. Ext. ADDRESS P.O. Box 5789 Albany, NY 12212 Albany, NY 12205 PHONE/E-MAIL 518-461-0687 / mcoughlin@bblinc.com PHONE/E-MAIL 518-489-2111 CONTRACTOR BBL Construction Services COST OF CONSTRUCTION(ESTIMATED): $ 2,500,000 ADDRESS: 302 Washington Ave. Ext. BUILDING ADDRESS: 373 Dix Ave. Albany, NY 12212 PHONE/E-MAIL 518-452-8200 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: Matt Coughlin or Eric Masterson PHONE 518-461-0687 or 518-265-7032 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 1st floor sq. ft. 2nd floor sq. ft. Total sq. ft. Height Single Family Two-Family -Multi-Family (# of units ) Townhouse Business Office Retail - Mercantile ` tc 3J 1& C 3 Factory - Industrial Attached Garage (# of Other 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business Proposed use of building or addition Auto Dealership Source of heat (circle one) Cel Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? No Are there easements on the property? No Site Information a. Dimensions or acreage of lot 13.35 Acres b. Is this a corner lot? No c. Will the grade be changed as a result of construction X Yes No d. Public water or Private well Public Water e. Sewer or Private Septic System Septic Value of all work to be performed (labor or materials) $ 2,500,000 DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement / description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Matthew Coughlin DATE o.-48/or� SIGNATURE: G fid / DATE °5-7ad! ZnLS— FOR OFFICE USE ONLY Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 • SEPTIC DISPOSAL PERMIT Office Use Only DATE 05/08/2015 Received Tax Map ID 30 3, I(o--/ -l. l TAX MAP ID 303.16-1-1.1 Permit No. 373 Dix Ave. rmit (� �' .2Dlc-is LOCATION OF INSTALLATIONApprovals: APPLICANT Matthew PHONE Coughlin 518-461-0687 / mcou hlin bblinc.com /E-MAIL g ADDRESS 302 Washington Ave. Ext., Albany, NY 12212 INSTALLER/BUILDER: BBL Construction Services PHONE/E-MAIL 518-452-8200 ADDRESS: 302 Washington Ave. Ext., Albany, NY 12212 OWNER Lia Dix Ave. Realty PHONE/E MAIL 518-489-2111 /wlia©liacars.cc Address PO Box 5789, Albany, NY 12205 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Matt Coughlin or Eric Masterson PHONE 518-461-0687 or 518-265-7032 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed _Y _N 1981-1991 Spa or Hot Tub installed _Y _N 1992-Present PARCEL INFORMATION Topography X Flat rolling Steep slope %slope Soil Nature X Sand x Loam Clay Other Groundwater At what depth? Unknown in area proposed Bedrock/Impervious Material At what depth? Unknown in area proposed Domestic Water Supply X Municipal Well (if well,water supply from any septic system absorption is ft.) Percolation Test Rate: 7.5 min./inper minute per inch (test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size 1,250 gallons(minimum size 1,000 gallons, add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length 375 ft.; Each trench 5 x 75 Seepage Pit with#3 stone How many: ; size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency; 2)We will no longer allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system layout on file—no exceptions. DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: Matthew Coughlin Date: IPS'/4B/Zoll - Signature: ( Date: or/c-0/e .0 6 Town of Queensbury Building&Codes Principal Structure Application July 2014 1 8 - 10 Rough Plumbing / Insulation Inspection Report Inspection request received 6‘�12o.►S Name Lk NIBS Inspected on 6121—j2.c5 Location )( A,c ) Arrive • -W6 � Permit No. 2.t1 — I Sp Inspector's Initials Type of Structure awv‘v COMMENTS Y N NA Plumbing under slab .1-% � � q`9-6) cti Rough Plumbing / Nail Plates a � 1,7� Plumbing Vent /Vents in Place c 1 V2 inch minimum Drain Size (. M Washing Machine Drain 2 inch minimum �" �� Cleanout every 100 feet/change of direction / �[_1� \Hv„) { p� Pressure Test ✓ D -' /Ve Ai/ -ad 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping //V.e .S.I 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 Town of Queensbury Building & Code Enforcement Office No. (518)761.8256 c\ Town of Queensbury Building &Code Enforcement Office No..(518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: t \ Cj `` Inspected on: 01, 4 .� Location: 3 7 3 \i-\\\R \)E Arrive: .Ad I,a.m. p.m. Permit No.: ��� -- \ Inspector's Initials: Wary TYPE OF STRUCTURE: Y� N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 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 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 Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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 Design Professional Sign off,if required CC <\) ED L-TiZoC` 6\ C-ER Framing / Firestopping Inspection Report � � DENTE ENGINEERING, P.C. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 SITE OBSERVATION REPORT PROJECT: Lia Nissan - Queensbury, NY REPORT NO: F-15-118-7-29-15 CLIENT: BBL Construction Services DATE: 7-29-15 CONTRACTOR: Reo Welding PROJECT NO. FDE-15-076 A representative of our subconsultant, Applus RTD, was at the above referenced project site on this date to observe structural steel framing and weldments. See attached report for additional information. AUGTECEOWEIN 27 2415 TOWN OF "JE` *SS:URY BUILDING&CODES BY: Joseph Robichaud Jr., PE Vice President ApIus RTD STRUCTURAL STEEL INSPECTION REPORT INSPECTION REPORT SUMMARY Customer: Evergreen Testing Date: 07/29/15 Address: 594 Broadway Job #: 07.006680/001 Watervliet, NY Contractor: REO Welding Attention: Joe Robichaud GC/POC: BBL- Matthew Coughlin Jr. Job Location: Lia Nissian @ REO Welding Inspection Method(s): ❑X VT ❑ MT ❑ PT ❑ UT ❑ RT Dimensional Torque ❑ Checks ❑ Verification ❑ Other Inspection Details / Observations: Inspection Of: Structural Steel Framing Acceptance Codes: AWS D1.1/ AISC Manual of Steel Construction/ Project Documents Weather Conditions: Sunny Ambient Air Temp.: 88 - 92 °F Rod Oven In Use: Not Observed Comments: Mr. Mike Reo Jr. representing Reo Welding, was informed of the results of this inspection prior to departure from the site. Examiner: Inspected By: Joshua F. Strain Date: 07/29/15 Level or AWS/CWI #: 10100033 VT02-2 NDE Form www,apnlusrtd.com Email: contract.buffalo@aoolusrtd.com Page 1 of 4 Rev. 0 1 , . . , ApIus RTD STRUCTURAL STEEL INSPECTION REPORT STRUCTURAL STEEL - SPECIAL INSPECTION REPORT Customer: Evergreen Testing Date: 07/29/15 Job Location: Lia Nissian Job #: 07.006680/001 Bolted Surface Connections: © Yes ❑No Condition: ❑ As Is ❑ Semi-Machined ❑ Machined n Welded WeldedAdditional Connections: X Yes ❑No Conditions: Procedure Requirements Yes No Comments Cleaning Performed ❑ ❑x Supplemental Lighting Used © ❑ Flashlight Qualified with Line Cards LI © N/A Access Within 24"and 30° ® ❑ Visual Aids (mirror, magnified, etc.) ❑ IZ Dimension Aids (scale, micrometer, etc.) ❑X ❑ Fillet gage Inspection Items: Item Description Required Performed On Reject Corrected Incompliance No. Frequency This Date /Resolved Fabricator Review 1. Review of fabricators detailed written procedural I ❑ ❑ ❑ ❑ and quality control manuals. 2. Verify that the fabricator is registered and approved I ❑ ❑ ❑ ❑ to perform such work without special inspection. 3. Verify that the fabricator is qualified to perform the I ❑ ❑ ❑ ❑ scope of work. Material Review 4. Verify the high strength bolts, nuts, and washers to p ❑ ❑ ❑ ❑ the manufactures material certificates. 5. Verify the use of proper bolts, nuts, and washers— P ❑X ❑ ❑ ❑X conformance of markings to the ASTM Specification. _ _ 6. Verify the structural steel to the manufactures , P ❑ ❑ ❑ ❑ material certificates. 7. Verify the use of proper structural steel — P 10 ❑ ❑ conformance of markings to the ASTM Specification. 8. Verify the weld filler metals to the manufactures P ❑ ❑ ❑ ❑ material certificates. _ 9. Verify the use of proper weld filler metals— P ❑ ❑ ❑ conformance of markings to the AWS Specification. Bolting and Fastening Connections 10. Monitor the placement of the bearing high strength P ❑ ❑ ❑ ❑ bolted connections. Monitor the placement of the slip critical or pre-tension high strength bolted connections. a. Turn-of-nut with match marking P ❑ ❑ ❑ ❑ b. Direct tension indicators P ❑ ❑ ❑ ❑ 11. c. Turn-of-nut without match marking C ❑ ❑ ❑ ❑ d. Calibrated wrench C ❑ ❑ ❑ ❑ e. Torque control P ❑ ❑ ❑ ❑ VT 02-2 NDE Form www.applusrtd.com Email: contract.bufalo©aoolusrtd.com Page 2 of 4 Rev. 0 ApIus RTD STRUCTURAL STEEL INSPECTION REPORT Inspection Items (Continued): Item Description Required Performed On Reject Corrected Incompliance No. Frequency This Date /Resolved Bolting and Fastening Connections (Continued) Monitor the placement of fastener connections. a. Deck fasteners P ❑ ❑ ❑ ❑ 12. b. Light gauge metal framing fasteners P n ❑ ❑ ❑ Welded Connections 13. Verify that the Welder Qualification Test Records I ❑ ❑ ❑ ❑ conform to the project requirements. 14. Verify that the Welding Procedure Specifications I ❑ ❑ ❑ ❑ conform to the project requirements. 15. Monitor structural steel complete and partial C ❑ ❑ ❑ ❑ penetration groove welding. 16. Monitor structural steel multi-pass fillet welding. C ❑ ❑ ❑ ❑ 17. Monitor structural steel single-pass fillet welding > C n ❑ El 5/16". _ 18. Monitor structural steel single-pass fillet welding <_ P N ❑ ❑ 5/16". 19. Monitor structural steel floor and roof deck welding. p ❑ ❑ ❑ ❑ 20. Verify the weldability of reinforcing steel other than P ❑ ❑ ❑ ❑ ASTM A 706 steel. 21. Monitoring the welding of shear reinforcement. C ❑ ❑ ❑ ❑ 22. Monitor the welding of reinforcement steel. P ❑ ❑ ❑ ❑ 23. Verify the placement and welding of shear stud P ❑ ❑ ❑ ❑ connectors. 24. Verify the placement and welding of sheet steel for ❑ ❑ ❑ ❑ cold-formed steel framing members such as studs P and joists. _ 25. Verify the placement and welding of stair and railing p ❑ ❑ ❑ ❑ systems. Details 26. Inspection of structural steel bracing. p ❑ ❑ ❑ ❑ 27. Inspection of structural steel stiffening. P ❑ ❑ ❑ ❑ 28. Verification of member locations. P ❑ ❑ ❑ ❑ 29. Verify the application of joint details at each P ❑ ❑ ❑ ❑ connection. 30. Verification of column alignment. N/A ❑ ❑ ❑ ❑ Legend: I=Initial P= Periodic C=Continuous N/A= Not Applicable Bolting/Fastening &Details Drwg. & Piece/Section Bolt Connection Rev. No. Number Diameter Type Location Accept Reject Beams 7B2, ASTM A325 T.C. bolts connecting the 0 ❑ 7, 9 7B4, 7B8, 9B2, 3/4" Snug Tight angles to the beams (Rev. 1) 9B3 (1 of 1 pieces) 02 2 NDE Form www.applusrtd.com Email: contract.buffalo@applusrtd.com Page 3 of 4 Rev. 0 -Trkuts Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 8 -10 Septic Inspection Report Inspection request received: ctht Name: 1...1Ct I s s a. \ Inspected on: l i O 2-0 , Location: 5-V3 N\t, Prop Arrive: w �� , ,.m. Permit No.: �C� 150F Initials: OF Co jets andlor dia•ram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. 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. Length of each trench ft. Depth of trenches —Z ft. Size of Stone AFL Seepage Pits: Number Size: x Stone Size: Piping Building to tank Tank to Distribution Box Distribution Box to Field/Pit t_v lc2-12)c TO ‘—‘" IJp9-36- NV-9---V Opening Sealed: N End Cap ✓1_N Inlet/Outlet Pipes&Baffles _Y N Manholes 12"or less below grade _Y N [provide extension collar if Yes] _Y N \\ Location/Separations 6a-Cc— O M \tom Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. � ����\O �FZRA?6\-git41 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 System Use Status Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office 3 Disapproved Septic Inspection Report • . 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" ;,._ 3s , ' . -5 ','(.'i 4 - 5 -.,, r '� IF ',' k J f ,, " f, r 55", ;V�f / LF-1'4...: t �r r ir . • 4S ,_,.:......-;.!:'!,44'.4''( / f, .F +1` r r'4 I l`c !.r ' • Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 00 Septic Inspection Report Inspection request received: I)'0 )7--0-45 jj Name: L Q 'I) :\'\SS Inspected on: qI I)ZO i /' Location: 51?) 1- -\cc. A11-0 Arrive: '-141" L �.m. Permit No.: 2_QAS-1 E D Inspector's Initials: Ao" Cois and/or dia•ram Soil Type:tkend/LQa Clay Type of Water: Municipal/Well Water Waterline separation distance ft. '7.- -C- -pw.,_ .1., Well separation distance ft. 1 Other wells: ft. Well Casing Length 50'+/- _Y N_N/A [150'to well required if NO] Absorption Field: Total length 'ft. Length of each trench b 7 ft. Depth of trenches II/J.-rat Size of Stone 1.*Z Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank t-� LA 11 r J�� IAD Tank to B tion ox t1MQ�TRT\01J IA%% ,A.L\-A PtdtJ 6TRI-\O ES c)`OD - Distribution Box to Field/Pit / y►\ .,1)09_ 3h Opening Sealed: .4 N 2-i 1 OQC_ ___ rA ilM 6 End Cap / N Inlet/Outlet Pipes&Baffles VYN �‘L�F 1L NO6C-pK) Manholes 12"or less below grade N [provide extension collar if Yes] _Y_N Location/Separations Foundation to tank ft. `IS'`� Foundation to absorption ft. & e--- 4 1c -- t____.----- Separation of Pits ----- Conforms as per Plot Plan _Y ___.--------V---V-7''-\ Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N ---- 11)E� c, b 1.,7\--1---1.) __b� Location of S stem o l'•••e t: O�, \ID t D F \---)0t-)\-\)\---)0t-)\-\)Front Re_- / eft Side Right Middl• Front Middle Rear tl1�'� r� S stem Use Stat '16‘V.-P\�v-` '6'krzi‘k Approved �, Partial Approved a • needs to be re-i •pected, please call the Building&Codes Office Disapproved — iJ EES E�CA��E 1` Septic Inspection Report 6\ OFF L C� �FF� b � t Mo 1V i©-PO Rough Plumbing I Insulation Inspection Report Inspection request received � \`1kZ0 6 Name � N�� �1 Inspected on Q I I 9 12, c- Location 1-6 76 qL. Arrive ,! - •m fPermit No. 2c t cJ-- �c•-,�c Inspector's Initials 111, Type of Structure av_vvIa1ifyc kpA C•MMENTS Y N NA Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent /Vents in Place 1 Yz 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 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 L�7\--\`\ C)01\ -4A Duct work sealed properly / No duct tape \1 Blower Door Test Air Sealing Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 -FaF1 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 6^i o Framing / Firestopping Inspection Report Inspection request received: c. \ t b t2k.t`3 Name: Inspected on: ' I �Z Location: 6g (_) Arrive: 'M�a.m .m. Permit No.: Z°►5_-tsC Inspector's Initials: TYPE OF STRUCTURE: C 1 Y VIL .1or Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum o, Jack Studs/Headers �7� 652- - 1P130 Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts I Main Beams k-kDtkWOexA F\ \\QOM Exterior sheeting nailed properly p L 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 '/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 Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side''V2 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 Town of Queensbury Building&Code Enforcement 1 Lt Office No. (518)761-8256 t -3 Rough Plumbing I Insulation Inspection Report Inspection request received: 9` 7,11 20.1,5 Name: I---kct N i s Inspected on: 9I L S Location: �� ,J q.. 44NQN1uu...__J Arrive: AAP a.m,.Yp.r '" Permit No.: 1-- i Inspector's :/ Type of Structure: CC"Miv '1 Or COMMENTS Y N NA Plumbing under slab l')\-N, U-Y4-—9i1--'O Rough Plumbing/Nail Plates .\\P'k/ 1 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/ W r S ly Piping �/ dead trX3C );Ci 0 P.S.I for 15 minutes7 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 1 Air Sealing Rough Plumbing/Insulation Inspection Report 1 liLj Rough Plumbing 1 Insulation Inspection Report Inspection request received `4 Z L120,`� Name � +5Y\ Inspected on 9 ` 22120 tS Location 573 A Arrive i Permit No. 'LCIS-1 Inspector's Initials Type of Structure Cnitryl mkA,(..L.LJ1 COMMENTS Y N NA Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent /Vents in Place 1 Y2 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 �`� VD�� 1 Insulation / Residential Check/ Commercial Check W 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 ' 'cE Combustion Air Supply for Furnace 6v Duct work sealed properly /No duct tape Blower Door Test Air Sealing Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 j - 3 Rough Plumbing I Insulation Inspection Report Inspection request received �7�' 3/( Name L Inspected on / � 1 Location Y11? Arrive • ' ;1:m 1 Permit No. j — Inspector's Initials Type of Structure COMMENTS Y N NA , Plumbing under slab -<Rough Plumbing /Nail Plates Plumbing Vent /Vents in Place f' 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent v / A' ea .:7// 5 P.S.I. 0 ft. above highest connection for 15 minutes F"✓/ ssure Test Water Supply Piping Air/Head 50 P.S.I 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 rz Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received: nn Name: L--1 A ►J \. ��tk) Inspected on: a e-- Location: "7 3 Arrive: b ` 1. p.m. Permit No.: 1S-5 ( Inspector's Initials: fraW— TYPE OF STRUCTURE: t - .. BUD(-1. Pt' Y ( N/A COMMENTS: Framing C4) 1 p +�v-\V-- t� _ Attic Access 22"x 30"minimum v l�R 13,, \ Jack Studs/Headers Truss Specification Provided C Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"0.0. 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 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 Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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 Design Professional Sign-off,if required 1 )E- bV t 3 V Framing / Firestopping Inspection Report AP <)tO Wet, utf; Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Jo An .-";11 Framing / Firestopping Inspection Report Inspection request received: O1'1--1 2-Ok3 Name: LICA N 1S ZoY' Inspected on: 651 I 12.0,1S Location: �. D'‘)( Ay-.J. Arrive: (tom a.m./p.m. Permit No.: 2015-- 1 Inspector's Initials: TYPE OF STRUCTURE: "v`• . Framing N NIA COMMENTS: ^,) V/ Attic Access 22"x 30"minimal Jack Studs/Headers C51- —9 2-C Truss Specification Provide _ 4)1V-1 Bracing I Bridging 1✓ Joist hangers D!o e.0.6A`- Cr G't l 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 '/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 Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. arage Fire Separation House side I/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall indows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade .ign Professional Sign-off, if required ing I Firestopping Inspection Report V\- t( 1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 911-e 17-4X5 Queensbury Building&Code Enforcement Arrive: am/pm Depart:i._ ac pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial IU ... NAME: LVA N t.& PERMIT#: LOCATION: i\ ' ckv6- INSPECT ON: 11 29 l'?--- 4 S TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolit Slab / •---C,a— rAd1. -6-S. Reinforcement in Place The contractor is responsible for ,L e `'� A A 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 j 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depaicti v_ipm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: L -� + PERMIT#: 5— / SO LOCATION: 3_i 3 6 N 1 INSPECT ON: 7� // S TYPE OF STRUCTURE: &kkiA, Comments Y N N/A Footings Piers ` p ,...ke_Monolithi e Slab �v • 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. V -Foundation/Wallpour Reinforcement in PlaceV\/ Footing Dowels or Keyway in place Foundation Dampproofing171 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 " l - Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 7/2 / r Queensbury Building&Code Enforcement Arrive: am/pm Depa pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials• NAME: � PERMIT#: / S I S LOCATION: 37?j , J1 � 2.� INSPECT ON: 7 // TYPE OF STRUCTURE: Go- ". 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 4a1), lrz Foundation Dampproofing v ►�j- Foundation Waterproofing Footing Drain Daylight or Sump r' ` 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 r3or Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7 a'7,`}� is Queensbury Building&Code Enforcement Arrive: am/pm Depart: a i �.� 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: —lir410 NAME: g154 4,4 9/.-ff_ jji .Sject) PERMIT#: (70/ -1 LOCATION: 73 INSPECT ON: 7 ' 5 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers L.TX-) Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materia • ose on site. oun ation/Wallour dL , Reinforcement in PlC ace 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 milpoly 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 'v o Foundation Inspection Report Office No. (518) 761-8256 Date Inspe9tion request received: /''220,15 Queensbury Building&Code Enforcement Arrive: ` t $0 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ tt NAME: L t pr N iNPERMIT#: IS- -150 LOCATION: 5 \j‘1c AA1',C) INSPECT ON: -4-\2,1-42-c-VS TYPE OF STRUCTURE: +'vx Comments Y N N/AV\ g5 - .`} 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 ✓ Y>ox"`cA b2Cxvv. 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 t2,.--ugh Foundation Inspection Report Office No. (518) 761-8256 Date Ins section re. - ; ed• 1 2_2 \ 3 Queensbury Building&Code Enforcement Arrive: 41 '_ Depart: \2...s 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _A NAME: L-t CA 1• IS Sc ' RMIT#: 15—t 50 LOCATION: 416b1 9( vi - us; INSPECT ON: ` L S TYPE OF STRUCTURE: Comments Y 1 N/A t 651,- 9.7 Footings Piers Monolithic Slab C,QxiX rte\ �b Reinforcement in Place Ciayfivryl vle_ t • - The contractor is responsible for 0 providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Mrt6ea ..� � Reinforcement in Place gb00 0 Footing Dowels or Keyway in place Foundation Dampproofing1tJ�— Foundation Waterproofing c 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque e', vee• Queensbury Building&Code Enforcement Arrive: '3 1 D a ,,pm Depart: 3.!-3b an0/ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . .11 NAME: 1 .l R 1:3‘,S.4)N Pi"IT#: i g-�6 LOCATION: 373 t - 'JE INSPECT ON: 7-- z_3-v TYPE OF STRUCTURE: Z 3 0 Comments Y NN/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. �1 L-` 0E_Foundation/Wallpour �a � —L Reinforcement in Place sm�,A 7/ 9�E?------ ����`�� Footing Dowels or Keyway in place X1_1 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 9704,1-d.# ; Foundation Inspection Report p po - 01 £CuM Office No. (518)761-8256 Date Inspection reque: r- eiv•d: o.2M/S- Queensbury Building&Code Enforcement Arrive: l^ .m Depart: - m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials!. NAME: C )ScCU^--i P. ' IT#: 020/CIS?) • LOCATION: 37b 1DI)CfrC SPECT ONft 4 ,;120 I 5 TYPE OF STRUCTURE: eJ (044'L6 4 R r k - ,SI L5-7- 9/),30o C� ..r/10 B Comments 'T.'s space- (?5cr 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 thisurpose ons% P\ oundation/ llpoui' ' Reinforcement in Place r () n 1 X30 t o B E a Footing Dowels or Keyway in place Foundation Dampproofing \ Z LA FT 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 V7 Foundation Inspection Report Office No. (518)761-8256 Date Inspection resit", ed: 1' -20 7-Q)S Queensbury Building&Code Enforcement Arrive: i-co .!'r p p,, Depart: a -"p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia1L NAME: L\C. IV 1SSQJ(I P1,4 IT#: 1�_' 1 50 LOCATION: b"1"3 h A-Vt) INSPECT ON: / 2 I 1 ZQXS TYPE OF STRUCTURE: 0.13 • 111#1.1111111.11111° Comments Y N N/A K-0..q\''N ef-D -c( -3v _ otings Piers 1/010. //' 6‘v .k,. ___DtAiii bfkL. Reinforcement in Place V N-151-1 The contractor is responsible for providing protection from freezing ��`61.W....43-7- for 48 hours following the placement >s?, of the concrete. /01" `' Materials for this purpose on site. �� \r- 8,. Reinforcement in Place g•EA MA Footing Dowels or Keyway in place L_\ 1,E b ?___‘ha. Foundation Dampproofing R.Q Foundation Waterproofing ��"'`\ Footing Drain Daylight or Sump Foo ng Drain Stone: inch width i hes above footin 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 4 , 1 r Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req ' ec iv Queensbury Building& Code Enforcement Arrive: �- 3n• . in Iepart: :3 4 a pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 1 \ 65 Q) ' • ' IT#: LOCATION: '373 V\ V_ QJ E INSPECT ON: TYPE OF STRUCTURE: Comments N N/A Footings 0.244olithic Slab Tik1cVGISEO \71t.‘1 -.V einforcement in Place The contractor is responsible for (y-Nywee 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 F oting 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 1 Town of Queensbury Building &Code Enforcement ---k`L Office No. (518)761-8256 1 W Rough Plumbing I Insulation Inspection Report Inspection request received: 1-- jQ 3 Name: L\"--N\ krs.S. N-N1 Inspected on: 11-41---0•If3 Location: 51'5 b7. 4 _ Arrive: \', tic' a.r�'• ' Permit No.: 15— 1' Inspector's Initials: Type of Structure: Cayvrrx-cuj 2— \ N) � \C, COMMENTS C�Yli--/ Y NA ` 6151* -9q-� P umbing under slab .�7 .�,,,x Ci PIX f �"' Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place / 1/2 inch minimum Drain Size / / Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction / Pressure Test 7/ . � [)ra�Q�/Vent ✓// t2 ya�'F lead ✓ !� ��-� \ �� J�� 0 ft. above highest connection for 15 minutes L� g ssu re Test Water Supply Piping Air/ Head 50 P.S.I 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 Rough Plumbing/Insulation Inspection Report Me,J7 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re• -• L tI 2-oa1.5 Queensbury Building&Code Enforcement Arrive:'" f. bier•. Depart: _.. nn/p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia .. Aim NAME: L t C ISsar , PERMIT#: l' '150 LOCATION: 31-S "oX 4.0_, INSPECT ON: 91 2"912-0-AS TYPE OF STRUCTURE: CAIMYY1• Comments Y N N/A VI 6rDr4--ej,'}�0 Footings 'Q--10-1 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/Wallpour17YY 3 1 t3� Reinforcement in Place 5e rtaNzeron Footing Dowels or Keyway in place \ Z �`'F—S. 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 lb ANCt —.111 mo,J Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re. •est re• ed: 11\512-06 Queensbury Building&Code Enforcement Arrive: '- ► ��• Depart: a p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia • NAME: N\sSA^3 RMIT#: 15493 LOCATION: 51-5 A,/ INSPECT ON: X15 2015 TYPE OF STRUCTURE: Comments Y N N/A 91-30 Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for 1acs'.w\ providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ����� k t'-L S77"ts'®31 ,�Dowels or Keyway in place f\� Foundation Dampproofing ©Q {S\41312 ' 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 t n 141 Foundation Inspection Report Office No. (518) 761-8256 Date Ins section re'. -•: ` 1 l S Ito Queensbury Building&Code Enforcement Arrive: + �•. . s;•- Depart: 4. .• 1P m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. /WIL NAME: LG 6��c� PE,;/ IT#: I5 LOCATION: �'► . cV,� , INSPECT ON: 11 I l 215 TYPE OF STRUCTURE: C,tvvyw►ri Comments N N/A Footings 15 - 00-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/Wallpour Sn �� Reinforcement in Place ` "�"p,3 ,r exeim Footing Dowels or Keyway in place t U` 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ - -c•i - • Queensbury Building&Code Enforcement Arrive: ol- a . �Depart:17 it). pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: L1ik 01 5 A L) 'P. IT#: L -13 5TYPELOCATION: 373 C)OL- H ))E.. ''SPECT ON: 7--16 (3--- 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 C�iknaVA 5 YV Reinforcement in Place 4 (30A 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 ( (bs---e_ -r--0 2 - yipiA-__ Foundation Inspection Report Office No. (518) 761-8256 Date Ins ection rrequ Bei -d: 1 1 /_ Queensbury Building&Code Enforcement Arrive: ,1-b a, Depart:��t a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial • i NAME: LiA tr. IT#: 1 SL / S LOCATION: 37 9 b i .<. -e INSPECT ON: 7/1 k10-� TYPE OF STRUCTURE: Comments Y NN/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. ,IiFoundation/Wallpour f RSoa ‘4(/ 2 ‘t)•F tNLL Reinforcement in Place Arkin,9 ty4 Footing Dowels or Keyway in place & 1 L>\ 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 M004.1. 7 F-W Ctl'n Foundation Inspection Report Office No. (518)761-8256 Date Inspection re. -st •. 7 ea aQ 15 Queensbury Building&Code Enforcement Arrive: l:diffOr Depart: • Paprir 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. if NAME: I Ss-, P;I IT#: —/�� LOCATION: 3 7 lit° INSPECT ON: Mai. 7//31,20/,‘) TYPE OF STRUCTURE: d Comments Y_ N N/A Footings 6 akt PiersRettio4 Monolithic Slab Q"136) 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. un anon allpo�ur j /1/f, I� �� eiriforc arze-----;finaZ o Dowels or Koyway in place 1 IA EI CSR Foundation Dampproofing L F� 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 Foundation Inspection Report �o Office No. (518) 761-8256 Date Inspection request received: 7//0/1,4�) Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: / NAME: &t-'I PERMIT#: 02.7)A 4.5 LOCATION: '1 7) INSPECT ON: '`, 7/6/4o TYPE OF STRUCTURE: /ugj Comments N N/A Footings42i4 pi S zn 6 Piers - j n/� Monolithic Slab 17 (� - % < 3 6 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this p ose on site. n on Wallpour v Kaki :32/2 ei f6icamerient in Place c ♦nc���i 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 litkkLt €1 D Foundation Inspection Report Office No. (518)761-8256 Date Inspection re. • • qib`15 Queensbury Building&Code Enforcement Arrive: '41,`.- 41.. Depart: 911:;.44112k 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: Uc.4 t t S S 0.n " RMIT#: `J—1 5 LOCATION: INSPECT ON: '-.4-1,°t12c�1S TYPE OF STRUCTURE: C .w,r l • 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 �►to�Q_} \\// \C Reinforcement in Place �tk3CD ?eitik Footing Dowels or Keyway in place,Vft '2/ G Foundation Dampproofing E ` E1 f� 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 y, _ Plumbing Under Slabs/\' t:0 Cast/Copper oundation 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 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 2 Rough Plumbing I Insulation Inspection Report Inspection request received: 1-\FDA Name: Lc), 1.110,n Inspected on: ') 15 Location: 1x7. vArrive: • •� p.m� Permit No.: 1`x- 1 cDD Inspector's Initials: WO OiervvlYv\ Type of Structure: - COMMENTS Y N Plumbing under slab Rough Plumbing/ Nail Plates Plumbing Vent/Vents in Place 1 '/2 inch minimum Drain Size /1) Washing Machine Drain 2 inch minimum '/�����i �~� Cleanout every 100 feet/change of direction � �v Pressure Test Drain /Vent Air/ Heady 5 P.S.I. or 10 ft. above highest connection for 15 minutes .K0 ')\3 Pressure Test Water Supply Piping Air/ Head 50 P.S.I 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 Rough Plumbing/Insulation Inspection Reports( ) imin Ire-- 8,-1-0 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rAsh- -: r= eiv-. 9-\\o-1 .1 S Queensbury Building&Code Enforcement Arrive:Gviis" Tre•m tepart: `...a•m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ I J NAME: LSA. \Sso.)n P20 IT#: S –150 LOCATION: b1l. , INSPECT ON: 1-1 ibl2AliS TYPE OF STRUCTURE: ClavY1riNe-A t.).-U.,l Comments \ NC8‘-t)V7- Y N N/A P-0, O5-1-9(1--6s Footings 9\ Piers A Monolithic Slab -- /)------------- 1 \ c c ? Reinforcement in Place Rif? 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 � ���� 11.0Reinforcement in Place 3/--- .1 /� Footing Dowels or Keyway in place F C--AC U t\LL5 Foundation Dampproofmg !\ ^ Waterproofing 6�� L_ . 3N.`e Foundationrp g 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 Foundation Inspection Report c 3D-- 3O Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: (Z a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: lam\ 0\ljb 1k'N PERMIT#: 1\5— I C LOCATION: .373 ¶r V R'J E 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. Foundation/Wallpour Reinforcement in P acme 6000 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reques e :d: Queensbury Building&Code Enforcement Arrive: 1 ... b a c Depart: t,;pvam/ ne)_ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: L NAME: L\ IN 0\1J;_7A� ' • ' IT#: `s-156 LOCATION: 1.73 C7\ X. c\)E 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. Foundation/Wallpour pii3M \--)ART\ AL_ Reinforcement in Place V 11Ci.-5 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 iv\A*1 4, 1260 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re. est - -d: • l�j Queensbury Building&Code Enforcement Arrive: b kr Depart: aj.sa (pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's LInitial- NAME: L, J— NAME: ,1G N 1ST " \ P IT#: ` d0 LOCATION: 31./\ ,V( INSPECT ON: 11 1/4.0,1 ZQ 1 J TYPE OF STRUCTURE: C.,oamvrexC.AIv1 Comments Y N N/A Footings Q_0.,Tr‘ - 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:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 2-z‘ Foundation Inspection Report Office No. (518)761-8256 Date Inspection re' d- -• e•. 121. 0 Queensbury Building&Code Enforcement Arrive: W170 .z p Depart: 1V b a, pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:.1111°A NAME: l--1 Ct lsSa'1 P:,-. IT#: LOCATION: t) .t 13 INSPECT ON: 1-11-- 11-s:145 TYPE OF STRUCTURE: et)YY11-Yr.VCAal Comments N N/A FDP. q,Vj 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. ft-Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place • `� Foundation Dampproofing l �C ~ _ 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 `NE=13 do.K. `h 2- Foundation Inspection Report 001,,,w‘ls-Ca 2) Office No. (518) 761-8256 Date Inspection r-. - = e. el (0I1 J 15 Queensbury Building&Code Enforcement Arrive:7_1 c Z r pm / Depart: ?:r.�apm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: l NAME: L1 G N sso n ' 'RMIT#: 15 LOCATION: PV{.J INSPECT ON: 11 1 I 2-Ce) TYPE OF STRUCTURE: CO/YylYnCjVCALJ Comments Y N N/A .1?Vg5' -92-30 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 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection -• �. •: •d: (e 2-QA. Queensbury Building&Code Enforcement Arrive: _= _ � . / Depart:' ;' 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial.• NAME: LLA PE/T#: I S-lSa LOCATION: "b\l, AM.0• INSPECT ON: a 1bt 124 AS TYPE OF STRUCTURE: C 4 Comments Y N N/A �, e51--9"l-r?33 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 Dampproofing Q - Foundation Waterproofing "3 _c ‘c 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 -it1 Cis..)‘....64-- 1-11 Foundation Inspection Report 6t etiv - Z — q l Office No. (518) 761-8256 Date Ins.ection ;• . ved (Z1 115 Queensbury Building&Code Enforcement Arrive: •� y"' . s: Depart:.l'e O. 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s• NAME: L-kG i lS cty' " ' IT#: \ -\PJO LOCATION: J Not. W. `� INSPECT ON: 1,2 2512_04,5 n/� TYPE OF STRUCTURE: 1,UVY ILYC►-Gt t 0 1,7) -c Nc_i___ �\ _ �_2 Comments 7Y N N/A 81• - 9-1',J0_ &ti Footings _� 4 v '� 91�� r Piers Monolithic Slab / . , Reinforcement in Place The contractor is responsible for - 1 __A\)E. I providing protection from freezing for 48 hours following the placement of the concrete. 14/ Materials for this purpose on site. )‘ •Foundation/Wallpour r -5S t Reinforcement in Place Footing Dowels or Keyway in place i �� W A\.A...k..._ Foundation Dampproofing Foundation Waterproofing ^�5-- j—) \-)1--N'1/4 t C 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 ► , 7 A.kit 2 -2 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio quu/ e' ed: 101_15 Queensbury Building&Code Enforcement Arrive:2' aOrr Depart: 7-q)a�/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. r I1 NAME: (k,1 N)S OY PE'4 IT#: 15-15 LOCATION: D t iutr. ) INSPECT ON: 61 121C.� TYPE OF STRUCTURE: C yd Yy Lv Comments N N/A `! h 659--meq Footings L Piers Monolithic Slab O00wc1 Reinforcement in Place 4A --f=t vJC—E The contractor is responsible for ��� CoQ=,� providing protection from freezing G for 48 hours following the placement �`?f- •Ttz) z, of the concrete. Materials for this purpose on site. 60k`f Va O CSN"\y •7 •Foundation/Wallpour \Reinforcement in Place R` "�D �Ti,►���� 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 -to Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re. es cd: lQ 1/4.0 o t 5 QueensburyBuilding&Code Enforcement Arrive: �. Depart: 9: __ t. 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 4 NAME: L k eA. l SSS+ T#: _t O LOCATION: g _ INSPECT ON: (a 1 tt Z�?J15 TYPE OF STRUCTURE: xvvvylc.,vc.cJ Comments N_ N/A 1 --0.1.0,1 en-Yk., Footings Piers Monolithic Slab � 5 Ffl ‘ Reinforcement in Place v4/1 "KD The contractor is responsible for A 4.-o9-4providing protection from freezing for 48 hours following the placement of the concrete. t3f'V\t cccsvv a6 Materials for this purpose on site. FVo , V -co 50 t Foundation/Wallpour OF 't::.11:>"—‘-‘ac:-4 Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing ¢ Footing Drain Daylight or Sump ‘41Cb 4.1E6 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