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CC-000152-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-000152-2016 Date Issued: Thursday, November 1, 2018 This is to certify that work requested to be done as shown by Permit Number CC-000152-2016 has been completed. Tax Map Number: 302.6-1-58.1 Location: 704 GLEN ST Owner: LANDCRAFTER, LLC Applicant: Buy Low Flooring This structure may be occupied as a: Commercial Alterations 1069 s.f. Buy Low Flooring 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, ir Variance, or other issues and conditions as a result of approvals by the Director o Building&Code E cem\ Planning Board or Zoning Board of Appeals. TOWN OF +QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000152-2016 FP 2D Tax Map No: 302.6-1-58.1 Permission is hereby granted to: Buy Low Flooring R E Y I S E For property located at: 704 GLEN ST 11 YY 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: LANDCRAFTER LLC Retail-Mercantile-Alteration $30,000.00 Owner Address: 704 Glen ST Total Value $30,000,00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Butch Barrett Plans&Specifications Commercial Alterations 1069 s.f. Buy Low Flooring PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,September 17,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Oflicer of the Town of Queensb fore the ex ' ation date.) Dated at the Town of ueensb ed e eptember 17,2014 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement FEES: PERM°T__ , RECREATION- ------------I­ ECREATION___________...._- (If applicable)--_�- � , _. --------- _-- ----- , PRINCIPAL STRUCTURE; APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW,! BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: 'VI `( Le) j OWNER: ADDRESS: ( � �,{��� - � ADDRESS: PHONE NOS. j ` 12 j PHONE NOS. a CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:" PHONE:. LOCATION OF PROPERTY: jati u a 1. HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL?J9YES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: ` �I h ! :;?�, ^ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 d LU LL PROJECT O Q d d Of oj � � F a -' a = z a I- L o z 0 LD z ¢ - a NU) oL � u- alar SINGLE FAMILY TWO-FAMILY- 0c WO-FAMILY0 MULTI-FAMILY (NO.of UNITS_) a TOWNHOUSE J BUSINESS OFFICE RETAIL- t o bq s$ MERCANTILE �I FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: 1� �h ESTIMATED CONSTRUCTION COST:, _ 1(} 8 U � FUEL TYPE: HEAT TYPE:A , "HOW MANY FIREPLACE(S):_- () AND I OR WOODSTOVES(S): 15 ZONING CATEGORY: ARE THERE:WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? U PROPOSED USE OF BUILDING OR ADDITION: vt7� ARF THIP gTRI 1C T1 IRF HnT -gWnlA/N nNI P1 !1T 01 A1\19 r LIOUL 11 U aIU 1cyUncU tv NIVVIUc all 00-VU111, JUIVG)I Iry d IICiCI15CU IdllU SUIVCyUI UI dil IICWIy constructed facilities prior to issuance of a certificate of occupancy. I have and agree to the above. Signed Director of Building &Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) --------------- _-- _- --------- ,........,..............--__-_-_-- r Permission is hereby granted to the above ; This application I proposed action described ; Applicant to erect or alter the building ; herein is found to be in accordance with the described here* in accordance with said ; ; zoning Laws of the Town of Queensbury. Applicatio ; r r r r r &CODES A OVAL ZONING APPROVAL -- r DATE 1 ' DATE ..__-..... ....... r QUESTIONS 7 CALL 761-8256 OR EMAIL Office Use Only. codes(a-)gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.gueensbury.net Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: l�3 Rough Plumbing 1 Insulation Inspection Report Inspection request received 2 2CR'r:-) Name LQAQS f7AQCW k Inspected on g Location Arrive a f m Permit No. r)-0 - 5 Inspector's Initials Type of Structure Y\A N--,— COMMENTS Y N NA Plumbing under slab Rough Plumbing f 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 1 ` � Pressure Test Water Supply Piping Air/Head `�J 50 P.S.I for 15 minutes Insulation f Residential Check f Commercial Check 1�-- 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 1 Town of Queensbury Building & Code Enforcement Office No. (518) 761.8256 Town of Queensbury Building & Code Enforcement Office No. (518)161-8256 �vv, Framing 1 Firestopping Inspection Report Inspection request received: It 1ZCAE- Name: r y + LX—'AAI RQQ V%'y)C , Inspected on: I 2( 1 i Location: Arrive: ' '- � a. ,m. Permit No.: 2G l3' 53 Inspector's Initials: - - TYPE OF STRUCTURE: otyytytr-{r<t_a 02�- Y N NIA COMMENTS: grnming Attic Access 22"x 30"minimum Jack Studs I Header%maw Truss Specification Provided Bracing!Bridging ��� ' �� C Joist hangers 1 L j-NQF--W�7 RSI 0 Jack Posts 1 Main Beams K 1 -' /� - r���?t�� �,�L> Exterior sheeting nailed properly h 12"O.C. � .1 Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing ` Headroom 6 ft.8 in. Notches I Holes I Bearing Walls f Metal Strapping for Notches Top Plate F\C— fY) VA&\`� 1 Y2(w) 16 gauge(8)16D nails each side w r��1 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'/2 inch or 518 inch Type X Garage side 518 inch.Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in.(H) 20 in.(W) f, .7 sf above I below grade / 5.0 sf grade Design Professional Sign-off,if required Framing f Firestopping Inspection Report cl�j Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing 1 Firestopping inspection Report Inspection request received: -�A-�,�tA 1� Name: r Tt c 7,r I Inspected on: Location: cv'QQ _ Arrive: a.m.!p.m. Permit No.: � —� '� Inspector's Initials: TYPE OF STRUCTURE: Cply�w- Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum 2-5 Jack Studs/Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"Q.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls —A– 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 Yz inch or 5/8 inch Type X Garage side 518 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 a r-Vq Office No, (518) 761-8256 k —3 Framing 1 Firestopping Inspection Report Inspection request received: �: 2 15 Name: - V t nA Inspected an: z Location: Arrive: Permit No.. X Inspectors Initials: r TYPE OF STRUCTURE: 1 m Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided � wt� Bracing 1 Bridging Joist hangers Jack Posts I Main Beams . �- Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Sri irvuel36 in.or more 1; Exterior Deck Bracing Headroom 6 ft.8 in. Notches I Holes 1 Bearing Walls Metal Strapping for Notches Top Plate 1 Yz(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 Yz inch or 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 24 in. (W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing 1 Firestopping Inspection Report t. —1 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque r Queensbury Building&Code Enforcement Arrive: = in epart: n 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initi NAME: 17 L) Lu � RMIT#: LOCATION: ::20 ��"1 C 6 ek, SZ INSPECT ON: Z 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 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 PVC/Cast/Co per 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No.(518)761-8256 Date Inspection reques e' ed: Queensbury Building&Code Enforcement Arrive: 1ba Depart: —q- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: RMIT#: LOCATION: �7O1-I U� R ��� INSPECT ON: 9 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 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (5 18)761-8256 Dare Inspection r e iv d: Queensbury Building&Code Enforcement Arrive: � Depart: ZI '� pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti s• NAME: P T#: LOCATION: �; ECT ON: 17 TYPE OF STRUCTURE: Comments Footings �t Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing t�v for 48 hours following the placement of the concrete. '7 , Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place '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\Inspecuon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:40 AM Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 Framing t Firestopping Inspection Report Inspection request received: Name: Inspected on: 2- — Location: -704 U P PC 9 Arrive: M. p.m. Permit No.: Inspector's Initials: TYPE OF STRUCTURE: C'..A>rJ C) Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing I 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 %(w)16 gauge(8)16D nails each side DjA stopping 1,000 sq.ft.floor trusses nchor 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 518 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 Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received: Name: 00%c Low u:N Inspected on: 1 Z' Location: '`TbLA U 02U-P, (�L-Ct;� _� 1� Arrive: t a.m. p.m. Permit No.: Inspector's Initials: TYPE OF STRUCTURE: c- tAw-�D �—= y N NIA COMMEN �^ Framing � � ; Attic Access 22"x 30"minimum n Jack Studs I Headers f:\6'F—: Truss Specification Provided Bracing I Bridging Joist hangers � � Jack Posts I Main Beams Exterior sheeting nailed properly r 12"O.C. C ,\A N� Headroom 6 ft.8 in. Stairwells 36 in,or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches I Holes i 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 or Bolts 6 ft.or less on center Ice and water shield 24 inches from wall I Fire separation 1,2, 3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation Nouse side 1/2 inch or 518 inch Type X Garage side 518 inch Type X Ceiling(wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 s€above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing I Firestopping Inspection Report Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: t3 l-Zu�s C.�l - Inspected on: Location: -7©LA \)Mc C-i 67— Arrive: a.m. Permit No.: tc-� Inspector's Initials: TYPE OF STRUCTURE: �`t Y N N/A 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 I Bearing Walls Metal Strapping for Notches Top Plate 1 '%(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 12 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 I Firestopping Inspection Report Town of Queensbury Building & Code Enforcement -�� Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received: Name: U-4, L tJ Inspected on: Location: + Arrive: m.. p.m. Permit No.: Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: I&- �1 ---- Attic Access 22"x 30"minimum Jack Studs 1 Headers Truss Specification Provided Bracing 1 Bridging Joist hangers/-T--Od ', Jack Posts 1 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 I Bearing Walls Metal Strapping for Notches Top Plate 1 Y2(w) 16 gauge(8) 16D nails each side -C Draft stopping 1,000 sq.ft.floor trusses hor Bolts 6 ft.or less on center 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 Y2 inch or 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above 1 below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping inspection Report 11 11 hs - Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: �� a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Lt L4 1,D LL) PERMIT#: I3- 3 CP LOCATION: `"'j U ' l � 0— `3 + INSPECT ON: l :n-/—to;f' TYPE OF STRUCTURE: Y N NIA Plumbing under stab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes Insulation /Residential Check/Commercial Check Window Sealing Cel Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent / Door/Window Sealed (No Insulation) X41 Duct/ Hot Water Piping Insulation ' If required unheated spaces �GiL I� Combustion Air Supply for Furnace Duct worts sealed properly/ No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing insulation Inspection-02 05 13 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 4)- Framing I Firestopping Inspection Report Inspection request received: Name: T � Inspected on: g'[e'n e� e-1 Location: 7� G I 't Y� Arrive: `I A a.m.l p.m. Permit No.: ( Inspector's Initials: TYPE OF STRUCTURE: Y N /N/A COMMENTS: Framing r G is ccess 22"x 30"minimum Jack Studs I Headers 1� Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts/Main Beams / Exterior sheeting nailed properly 12"O.C. 1 t/ Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches f Holes I 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'/2 inch or 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing 1 Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing ! Firestopping Inspection Report Inspection request received: Name: L Inspected on: Location: Arrive: a.m.I p.m. Permit No,-. Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs 1 Headers Truss Specification Provided Bracing 1 Bridging Joist hangers Jack Posts 1 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 I 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.Boor 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 Yz inch or 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above I below grade 5.0 sf grade Design Professional Sign-off,if required Framing I Firestopping Inspection Report N�n Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rr n reques iv Queensbury Building&Code Enforcement arrive: ` 2- Depart: - arn/ 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. NAME: U ow MIT#: ' LOCATION: INSPECT ON: _ .LDt.0- 11 TYPE OF STRUCTURE: Comments Y N NIA Footings Piers Monolithic Slab Reinforcement in Place Et J - ��� �:k� 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 looting 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request r Queensbury Building&Code Enforcement Arrive: Depart:Depart: am 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial NAME: Lo ERMIT#: % 3 -7 LOCATION: 7C-,-t-}1 IJ ��E�G_LF ��NSPECT ON: b 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 1 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 Pt�R [3G1 PVC 1 Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes FormslBuilding&Codes\1nspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspectiof v Queensbury Building&Code Enforcement Arrive: Depart: 11 6O m 742 Bay Rd., Queensbury, NY 12804 Inspector's IniNAME: Lj LOCATION: 77 p INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers til Monolithic S ab Reinforcement in Place L cA-vl� 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/W allpour 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. 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V a�y;:s ��.•�'{pct F r� � __ _ X 9. •i'�� �k'fY1 i6 1, r '1 •� 11 X r, T rr 4 � C ,r 1� p ,r r -1 fyr 11 aZ Y a 1 -1 Y 5r1 4 ' Y •f ......... 11 ” 1 at y k 1 1, kr 1� Z ua ' e a r F ., rn r Z� r�n� O 8 d n y- rn z n X i 3T133� riA I J-1 ii•rk .�jai•, s � 4 3I i S cn a - ■ 0 r n: Rough Plumbing 1 Insulation Inspection Report y Inspection request received Z� /S Name dt)[,�Y r Inspected on s Location -7 Arrive Permit No. Inspector's Initials Type of Structure COMMENTS Y N NA Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %: inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet /change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes tri sulation / Residential Check/ Commercial Check Window Sealing L � Tyvek or Similar Exterior Sealant Proper Vent,Attic Venti� 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio re ved: C(12-5)2r:� Queensbury Building&Code Enforcement Arrive: epart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: ,, " Y ti RMIT#: 2L) J 53 6 LOCATION. INSPECT INSPECT ON: TYPE OF STRUCTURE: YYIkJ+ CX&J Comments Y N N/A bd i Lh Z.�) Footings ' Piers Monolithic Slab Reinforcement in Placei.►`� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this ose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place C —r1-1 f 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 12/4/2014 4 1 Rough Plumbing I Insulation Inspection Report Inspection request received C1I i Z c� Name r L _ > -FAo �'V-VA Inspected on 1y LocationSftY Arrive aZQ-Yp Permit No. 7013 - j Inspector's Initials Type of Structure v �l C �MMENTS � Y N NA Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent /Vents in Place6 ` 1 %: inch minimum Drain Size X Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test 1 Drain /Vent Air/ Head 5 P.S.I.or 10 ft. above highest connection for 15 minutes rn�7 Pressure Test r1 water Supply Piping it/ Head 50 P.S.I for 15 minutes Insulation /Residential Check ommercial C Window Sealing Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent _! i Door/ Window Sealed (No Insulation) Duct I Hot Water Piping Insulation , If required unheated spaces h �� Combustion Air Supply for Furnace ��G Duct work sealed properly/No duct tape Blower Door Test Air Sealing r Town of Queensbury Building & Code Enforcement Office No. (518) 761.8256