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2013-349 TOWN OF QUEENSBURY Fos 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130349 Date Issued: Thursday, August 07, 2014 This is to certify that work requested to be done as shown by Permit Number P20130349 has been completed. Location: 26 LOWER WARREN St Tax Map Number: 523400-303-019-0001-058-000-0000 Owner: SBLB PROPERTIES, LLC Applicant: SBLB PROPERTIES, LLC This structure may be occupied as a: Commercial / Industrial • 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 Planning Board — � or Zoning Board of Appeals. Director of Building&Col . nfo mens c - TOWN OF QUEENSBURY 9.41S 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130349 Application Number: A20130349 Tax Map No: 523400-303-019-0001-049-000-0000 Permission is hereby granted to: JBAP PROPERTIES. LLC For property located at: 26 LOWER WARREN St 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: JBAP PROPERTIES, LLC Commercial/Industrial 51,400 000.00 26 LOWER WARREN St Total Value QUEENSBURY NY 12804-0000 $1,400,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency ROZELL INDUSTRIES 129 PARK Rd OUEENSBURY.NY 12804-0000 Plans&Specifications 2013-349 New Commercial/Industrial 26,400 sf Cross. Ref. SPR 41-2012 and AV 34-2012 $6,072.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 10,2014 (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 Town ensbui T i .,i, Sc!tember 10,2013 SIGNED BY C / for the Town of Queensbury. Director of Building&Code Enforcement a 1 Temporary Certificate of Occupancy 90 Day Building Permit No. : 2013-349 1 Property Location : 26 Lower Warren Street Property Owner: Jerry Brown Auto Parts Approved for the following uses: Commercial Conditions of approval: 1. Complete all approved Site Plan outstanding issues. 1 $100 fee received on: June 6, 2014 90 Day Temporary CO expires on: September 6, 2014 I *A final inspection for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy— if your project is not complete within this 90 day period you will be subject to additional fees* ' / Signature of Applicant: CM04 tb Printed name of Applicant: I O Ye p ( 0 i( Director of Building & Codes: get; i ,a5t-- y- David A. Hatin il 1 Town of Queensbury Building &Codes Office Dept. of Community Development 742 Bay Road, Queensbury, NY s 4. Cl r� --` _ --� f c-�_�.s_�...0010 Q OFFI . USE ONLY `� la y' TAX MAP NO 53 ,�`_I - CS PERMIT NO. L3- 3 4 c JUL- 8 zi 21113' ate (� OD FEES: PE T_IQ 11 . RE0,'EATION__U/*_ENGINEERING_!_ - t41la S i✓ (If applicable) 1, , Y 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. Wear A p APPLICANT/BUILDER: V PACS _IN OWNER: IiAWLar •150010N s,+.T ADDRESS: ►'�M�[1� _ ADDRESS: Q _��__�sr� PHONE NOS._ 93' _ PHONE NOS. Ft, I'�1n��7 � /_'�/_ sli CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Awgfal PH NE:_ rligt6 LOCATION OF PROPERTY:giQ .t? _fiI <T S��i//JiP AM 0O4 HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? MaYES 0 NON IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: 6 44-Z0LZ 8/29! r _ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z OF y C+ w LL co I PROJECT cc pF OJ F c en O 2 = 0 ,,,or -JU U_ IL 2 H 0C7U W 0 J „L C7 z O 1— F- O F- Ir Lit z Z < Q rf!) NO OU. FU. U. 2w'1 SINGLE FAMILY 1 TWO-FAMILY MULTI-FAMILY (NO.of UNITS__) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE j, FACTORY OR /l/ lt° 2 � 004' zit 4 INDUSTRIAL �fQ�/ !(fiAJ � (�j�[1 ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Town of Queensbury Building&Code Enforcement .Office No. (518) 761-8256 Commercial Final Inspection Report Inspection request received: Name: !�C /R-F_ spected on: i — ,� Location: .O kTPJL F!� QJL11_QNJ AArrive: a. 1p.m. Permit No.: / 3'3 y� Inspector's Initials: -yr • COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"1 Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles I Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight!Other Floors Okay / Relief Valve, Heat Trap!Water Temperature 110 Degrees Maximum J Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy I Ventilation Combustion Low Water Shut Off For Boilers Gas Fumace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Fumace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors >10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage!Shaft Sealed Handicapped Bathroom Grab Bars I Sinks/Toilets I Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch, Checkout 36 inch Handicapped Ramp!Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded l Site Plan/Variance required ' Final Survey,New Structure!Flood Plain certification,if req. As-built Septic System Layout Required or On File / Q Building Number or Tenant Address on Building or Driveway 4" ✓ Water Fountain or Cooler Building Access All Sides by 20'!Drivable Surface 20'wide77 Special Inspections l En.'•-- • 'rc ect •pro'- Okay To Issue Tempa ary or Permanent CIO Okay To Issue C!C Commercial Final Inspection_11 27 12 tnbnaot- t --ID Inspection Form Town of Queensbury Fire Marshal G Periodic Inspection Date: l ime: � 742 Bay Road,Queensbury NY 12804 o Re-Inspection I3 - 3 4 9 518 761 8206/518 761 8205 erCO Inspection Permit#: - Fir arshals Representative /� MJ Palmer Business Name: S r Location: a4e W Qrren �t _ GK Stillman Contact: J Q nA Rhae LI 17633-a(031 Type of Inspection N/A Yes No EXITS Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sig n•Normal FC 1011 &FC1029 Signr backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width id 1024/1025, FC1029. 1 �\ ` l W4 '3 J Secondary Aisle Width FC 1025.&FC1029.11 Y' FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVACPlan FC 404.2 ��� ' TRUSSUSS ID SIGNAGE FCC 5 505.3 EMERGENCY LIGHTING: r Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS Insp OK NC DATE: OK NC SYSTEMS: FC 901.6 Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual - Firs k17p80f10ll Y0A8 Sprinkler FDC G I1Bd Kitchen Suppression Semi Annual approval Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 JU:\11420111 Operating Permit, if required will be issued after Marshal- Completion Completion of Inspection Town of Queensbury .e own of Queensbury Building&Code Enforcement M D n c� e- to Office No.(518)761-8256 Commercial Final Inspection Report Inspection request received:ce Name: ✓ B �(- Inspected on: • —c") " Location: o2(0 kji arc' en a A' Arrive: A + a. Permit No.: 13 r 3<t'3 _ Inspector's Initials' / COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location / Plumbing Vent Through Roof 6"/Roof Complete J/ Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Plafform/Decks Interior/Exterior Balusters 4 inch Spacing Platform!Decks ✓, Stair Handrail 34 inch—38 inch/Step Risers 7"I Treads 11" ✓/ Vestibules For Exit doors>3000 sq ft / All Doors 36 inch w/Lever Handles/Panic Hardware, if required(I ✓� Exits At Grade Or Platform 36"(w)x 44" )!Canopy or Equiv ✓ Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight 1 Other Floors Okay ,�i' Relief Valve, Heat Trap I Water Temperature 110 Degrees Maximum t// Boiler I Furnace Enclosure 1 hour or Fire Extinguishing System J Fresh Air Supply for Occupancy I Ventilation Combustion ,/� Low Water Shut Off For Boilers / 7 Gas Furnace Shut Off Within 30 ft.or Within Line Of Site ✓ Oil Furnace Shut Off at Entrance to Furnace Area .0Stockroom/Storage/Receiving/Shipping Room(2 hr), 1 '/ doors > 10%> 1000 sq ft. V %Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors / \ 1 Ceiling Fire Stopping,3,000 sq ft.Wood Frame V/ — C17--E_ tA?NI? .4\-\p“ Attic Access 30"x 20'x 30"(h),Crawl Space Access 18"x 24" ✓/ Smoke Vents Or Fan, if required // Y I E M 2 Elevator Operation and Signage/Shaft Sealed J Handicapped Bathroom Grab Bars/Sinks/Toilets 1 Mirrors // _ �,�� ` Handicapped Bath 1 Parking Lot Signage `' 1' Public Toilet Room Handicapped Accessible ///r l Handicapped Service Counters, 34 inch,Checkout 36 inch ,4J 1 t,9'3, Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] ✓/ Active Listening System and Signage Assembly Space / ✓ Final Electrical/Flex Gas Piping Bonded V/ Site Plan!Variance required Final Survey,New Structure/Flood Plain certification, if req. / As-built Septic System Layout Required or On File t/, Building Number or Tenant Address on Building or Driveway 4" ✓ Water Fountain or Cooler / Building Access All Sides by 20'/Drivable Surface 20'wide / / Special Inspections/Engineer or Architect Approval `/// Okay To Issue Temporary or Permanent CIO Okay To Issue C/C Commercial Final Inspection_11 27 12 Town of Queensbury Building&Code Enforcement OfficrtNo.(598)761-8256 Commercial Final Inspection Report •Inspection request received: Name: Y E(2-R'R B Rou \t5 ASD ?airA---1-) Inspected on: — • - Location: 2k EA \ o Arrive: 111/ a.m.!p.m. Permit No.: \ 3 —3\-\c: Inspector's Initials: SE i • COMMENTS Y N NA Chimney/"B"Vent!Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish I Grade Complete 6"in 10'or Equivalent Interior!Exterior Guardrails 42 inch Platform!Decks Interior/Extenor Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"!Treads 11" Vestibules For Exit doors>3000 sq ft All Doors 36 inch w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36"(w)x 44"(I)1 Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap 1 Water Temperature 110 Degrees Maximum Boiler!Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr), 1 '/:doors > 10%> 1000 sq ft `7 %Hour Corridor Doors&Closers c7.21(12.. � Firewalls/Fire Separation,2 Hour,3 Hour Complete I Fire Dampers I Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24' Smoke Vents Or Fan,if required Elevator Operation and Signage!Shaft Sealed Handicapped Bathroom Grab Bars/Sinks!Toilets I Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides) Active Listening System and Signage Assembly Space Final Electncal/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain orCooler Access Building Access Alli Sides by 20'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval ECF 1 ak-) 4 G+)ell_ Okay To Issue Temporary or Permanent CIO .{�,�,� � ��E� Okay To Issue C/C Commercial Final Inspection_11 27 12 P. .r RUCINSKL HALL ARCHITECTURE ,N, Ronald Richard Rucinski ,\ Ethan Peter Hall Z s;QG--* - 627 Maple Avenue �.-,:z- -rel-- Springs NY 12866 - t'.. - . Voice 518 5801905 Fax 518 584 5012 Email ephall@nycap.rr.com Special Inspection Report To: Town of Queensbury—Building Department From: Ethan Hall Date: 19 May, 2014 Re: Jerry Brown Auto Parts Throughout the course of construction this office and our consultants have made periodic site observations regarding the installations of the construction systems including the building foundations, installations of building structural components, interior and exterior finishes and installations of mechanical systems that pertain to the portions of the building our office was involved with the design of. To the best of my knowledge and belief these items have been installed in accordance with the design drawings and are acceptable to this office. If there are any questions.p ease contact our office. y6., typini -, Regards, Jt )J Ethan P. Hall— •�w' q� s Rucinski Hall Arclii -._ m0 Cc: Larry Brown—Jerry Brown Auto Parts John Rozell—Rozell Industries Y:Ucny Brown Auto Pans\Paperwvtk\Special Inspection Report 19 May 2014.doc 1 ...-"-'. � ^ Town of Queensbury Building&Code Enforcement r/11t, .81,30 al Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: / Name: B (�P Inspected on: S/9//'� ace, L. Location: ace, coanncz Arrive: 11 Air a.m.I p.m. Permit No.: I 3' 3 99 Inspector's Initials: 24 • 3 to l- a l 9'7-C e(I COMMENTS �bhn RaZ ell lq 3-aco 3 Y N NA Chimney/"B"Vent/Direct Vent Location ✓ 4 / ,,// Plumbing Vent Through Roof 6"/Roof Complete r! ,4 hid✓L ('t Ault Exterior Finish/Grade Complete 6"in 10'or Equivalent 1 r00E- Interior aFInterior 1 Exterior Guardrails 42 inch Platform/Decks ✓ / p Interior I Exterior Balusters 4 inch Spacing Platform!Decks ✓ Vtn 17 f'v^. la"tit w°"+ VEAr` Stair Handrail 34 inch-38 inch/Step Risers 7'/Treads 11" ✓ Vestibules For Exit doors>3000 sq ft. V.- All All Doors 36 inch w/Lever Handles/Panic Hardware,if required / �� ft- Exits At Grade Or Platform 36"(w)x 44"(I)!Canopy or Equiv. ✓ / /fir�� /`Xr�j (���� Gas Valve Shut-off Exposed&Regulator(18")Above Grade J Floor Bathroom Watertight!Other Floors Okay V / Relief Valve,Heat Trap 1 Water Temperature 110 Degrees Maximum f Boiler!Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion / Low Water Shut Off For Boilers i/ Gas Furnace Shut Off Within 30 ft.or Within Line Of Site 1/77 Oil Furnace Shut Off at Entrance to Furnace Area / ✓ Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 sq.ft. 1/#- %Hour Corridor Doors&Closers ✓! Firewalls I Fire Separation,2 Hour, 3 Hour Complete!Fire Dampers/Fire Doors i/ Ceiling Fire Stopping,3,000 sq.ft.Wood Frame ✓/ Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" ✓/ Smoke Vents Or Fan,if required ✓ /�7 n // r�- Elevator Operation and Signage/Shaft Sealed ✓ TS�.it 1/ e, R%/AJ FJrs*Ja Handicapped Bathroom Grab Bars I Sinks!Toilets/Mirrors c . / ,, '� Handicapped Bath/Parking Lot Signage ✓ l , / eli>it., S`'/ Public Toilet Room Handicapped Accessible / ✓/ Jai A5 i,,, /VC_ lih,�, Handicapped Service Counters,34 inch.Checkout 36 inch Handicapped Ramp I Handrails Continuous112 inch Beyond [Both sides] / a^ Gft t Mt) • Active Listening System and Signage Assembly Space ✓ Final Electrical/Flex Gas Piping Bonded ✓ Site Plan/Variance required Final Survey, New Structure 1 Flood Plain certification,if req i //- As-built //As-built Septic System Layout Required or On File ✓V Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler t/ 14sic P Wil- c4irAv- gr ✓ Building Access All Sides by 20'/Drivable Surface 20'wide / 4/77 " ' I 6,6-4, Special Inspections/Engineer or Architect Approval � Okay To Issue Temporary or Permanent C/O ✓ acci„l� j wee- JI). -cif Okay To Issue CIC o^ cWas- r�T•') `� Commercial Final Inspection_11 27 12 Rf / TOWN OF QUEENSBURY • wY- 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 07/31/2013 Miscellaneous Commercial/Industrial STAFF Misc 2013-349 permit app reed&entered 09/09/2013 Miscellaneous Commercial/Industrial CRAIG BROWN Staff Approved 2013-349 zoning approved 09/09/2013 Miscellaneous Commercial/Industrial DAVID HATIN Staff Misc 2013-359 Tn Board Resolution 359 of 2013 to modify junkyard license 09/10/2013 Miscellaneous Commercial/Industrial _ STAFF Misc 2013-349 permit issued 09/16/2013 Footing Commercial/Industrial DAVID HATIN Staff Approved 2013-349 09/16/2013 Monolithic Pour Form Commercial/Industrial DAVID HATIN Staff Approved 2013-349 09/16/2013 Reinforcement in Place Commercial/Industrial DAVID HATIN Staff Approved 2013-349 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 09/24/2013 Footing Commercial/Industrial JOHN O'BRIEN Approved 2013-349 A5 12'past A8 K6 12'past K9 09/24/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 A5 12'past A8 K6 12'past K9 09/24/2013 Foundation Wall Pour Commercial/Industrial JOHN O'BRIEN Approved 2013-349 A-3 to K4 09/24/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 A-3 to K4 09/24/2013 Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Footing Dowels in place A-3 to K4 09/25/2013 Miscellaneous Commercial/Industrial STAFF Misc 2013-349 soil compaction report rec'd 09/30/2013 Footing Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Exterior footings Except for: link&two access points on East&West wall footings TOWN OF QUEENSBURY a _ 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 y Community Development-Building& Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 09/30/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Exterior footings Except for: link&two access points on East&West wall footings 09/30/2013 Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Footing dowels in place 10/04/2013 Foundation Wall Pour Commercial/Industrial JOHN O'BRIEN Approved 2013-349 K5 to KIO K10 to A10 A10 to North of A7(1st step ftg) 10/04/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 K5 to K10 K10toA10 A10 to North of A7(1st step ftg) 10/04/2013 Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Footing dowels in place 10/09/2013 Foundation Wall Pour Commercial/Industrial JOHN O'BRIEN Approved 2013-349 A-8 thruA-5 10/09/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 A-8 thru A-5 `�` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 `4 '7 Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 10/09/2013 Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Footing Dowels in place A-8 thru A-5 10/09/2013 Backfill Commercial/Industrial JOHN O'BRIEN Approved 10/09/2013 Foundation Insulation Commercial/Industrial JOHN O'BRIEN Approved 2013-349 A-d to K-4 South R-10 Interior 10/17/2013 Foundation Wall Pour Commercial/Industrial CHARLES DYER Staff Approved 2013-349 As per specs 10/17/2013 Foundation Insulation Commercial/Industrial CHARLES DYER Staff Approved 2013-349 As per specs 10/17/2013 Reinforcement in Place Commercial/Industrial CHARLES DYER Staff Approved 2013-349 As per specs 10/21/2013 Footing Commercial/Industrial DAVID HATIN Staff Approved 2013-349 tr TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 - y T Community Development- Building& Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 10/21/2013 Reinforcement in Place Commercial/Industrial DAVID HATIN Staff Approved 2013-349 10/25/2013 Foundation Wall Pour Commercial/Industrial DAVID HATIN Staff Approved 2013-349 10/25/2013 Reinforcement in Place Commercial/Industrial DAVID HATIN Staff Approved 2013-349 11/05/2013 Rough Plumbing Under Slab Commercial/Industrial JOHN O'BRIEN Denied 2013-349 10:10 am Pressure test failed 11/05/2013 Rough Plumbing Under Slab Commercial/Industrial JOHN O'BRIEN Approved 2013-349 1:50 pm Pressure OK! PVC/cast/copper 11/05/2013 Footing Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Interior Col.&Connector 11/05/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Interior Col.&Connector �� TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 � � Community Development- Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied . Comments Permit Type Person Responsible 11/05/2013 Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Footing dowels in place 11/05/2013 Backfill Commercial/Industrial JOHN O'BRIEN Approved 2013-349 11/14/2013 6 Mil.Poly Under Slab Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Haunches -Delivery Vehicle storage bays, Office&bathrooms 11/14/2013 Monolithic Pour Form Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Haunches -Delivery Vehicle storage bays,Office&bathrooms 11/14/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Haunches -Delivery Vehicle storage bays,Office&bathrooms 11/14/2013 Foundation Wall Pour Commercial/Industrial JOHN O'BRIEN Approved 2013-349 -Future vehicle dismantling • -Balance of Link 11/14/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 -Future vehicle dismantling -Balance of Link TOWN OF QUEENSBURY env's 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 *` VeS Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 11/14/2013 Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Footing Dowels in Place -Future vehicle dismantling -Balance of Link 11/14/2013 Foundation Insulation Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Under Slab R-10 Interior Insulation Note: radiant heat in floor 11/19/2013 Footing Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Balancre of PI Column Footings 11/19/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Balancre of PI Column Footings 11/19/2013 Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Footing Dowels in place 12/03/2013 Footing Commercial/Industrial DAVID HATIN Staff Approved 2013-349 materials on hand to prevent freezing 12/03/2013 Reinforcement in Place Commercial/Industrial DAVID HATIN Staff Approved 2013-349 materials on hand to prevent freezing TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 12/04/2013 Foundation Wall Pour Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Balance of East Wall Materials on hand to prevent freezing 12/04/2013 Reinforcement in Place Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Balance of East Wall Materials on hand to prevent freezing 12/04/2013 Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Footing Dowels in place 03/24/2014 Fire Separation Commercial/Industrial JOHN O'BRIEN Partial 2013-349 1st Layer-Office side NOTE: need detail from Ethan Hall on fire separation termination @ underside of roof. Will meet Ethan on site 9am Tues. 3/25/14. 03/24/2014 Fire Separation Commercial/Industrial JOHN O'BRIEN Partial 2013-349 fire separation walls 03/25/2014 Fire Separation Commercial/Industrial JOHN O'BRIEN Denied 2013-349 met w/Ethan Hall the architect to discuss how the top of fire separation walls are to be terminated @ roof& exterior walls. Ethan will provide a blow up detail. 03/27/2014 Fire Separation Commercial/Industrial JOHN O'BRIEN Partial 2013-349 2nd layer Dismantle Area Side 1st layer on Office Side&Warehouse South end TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 . - Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 03/28/2014 Fire Separation Commercial/Industrial JOHN O'BRIEN Partial 2013-349 received top of wall fife separation detail from Ethan Hall 04/07/2014 Fire Separation Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Dismantling Area fire tape both sides, 1st Layer 04/08/2014 Fire Separation Commercial/Industrial JOHN O'BRIEN Partial 2013-349 received details for top of fire separation walls 04/11/2014 Plumbing Vents Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Bathrooms 1 1/2"min drain 04/11/2014 Pressure Test Supply Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Bathrooms 1 1/2"min drain 04/11/2014 Pressure Test Vent Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Bathrooms 1 1/2"min drain 04/11/2014 Rough Plumbing Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Bathrooms 1 1/2"min drain TOWN OF QUEENSBURY 742 Bay Road,Queensbun',NY 12804-5902 (518)761-8201 tra Community Development-Building&Codes (518) 761-8256 Inspections per Permit Permit# P20130349 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 04/11/2014, Fire Wall Commercial/Industrial JOHN OBRIEN Partial 2013-349 Office&Dismantling Thermafiber insulation @ top of walls 04/15/2014 Fire Stopping Commercial/Industrial CHARLES DYER Staff Approved 2013-349 for wool at warehouse Norch fire tape other side of that wall Fire tape @ warehouse South 04/17/2014 Fire Stopping Commercial/Industrial DAVID HATIN Staff Denied 2013-349 Finish 2nd layer at top of all 2 hour walls 04/17/2014 Fire Wall Commercial/Industrial DAVID HATIN Staff Denied 2013-349 Finish 2nd layer at top of all 2 hour walls 05/01/2014 Fire Stopping Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Office area 05/01/2014 Fire Separation Commercial/Industrial JOHN O'BRIEN Approved 2013-349 Office area 05/02/2014 Fire Separation Commercial/Industrial JOHN OBRIEN Partial 2013-349 seal gaps discussed Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 — � ` g �t� Framing I Firestopping Inspection Report Inspection request received: Name: 5 QPt PInspected on: b Location: ,-Co t)oo.n t Qnn) - Arrive: i it"a.m :.m. Permit No.: 13 ' 3 <J 4 Inspector's Initials: CI' 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 '/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 � t�\ Fire wall 2,3,4 hour �( V 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 Design Professional Sign-off, if required Framing/ Firestopping Inspection Report Town of Queensbury Building & Code Enforcement • _ eiLiktabok C,�_�I Office No. (518) 761-8256 ` Framing I Firestopping Inspection Report Inspection request received: Name: .3 8 fl P Inspected on: S 1-► 7/a Location: Lite(().i (khh.rt,r- Arrive: •►�1�f>;/. ' •.m. Permit No.: ) 3 - 3'19 Inspector's Initials: Ain TYPE OF STRUCTURE: 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 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 V/ Firewall 2 4 hour Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'4 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 I h cub. 3 Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: Inspected on: C e 'f—1 Location: LA nYt k.Q,.r. &t' Arrive: 0 '3J a.m./p.m. Permit No.: /3 — 3 99 Inspector's Initials: CVS TYPE OF STRUCTURE: FC-462teg Y N N/A Framing COMMENTS: 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 '%(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 p 4hour / �t Fire wall 2,3, rt,tL 2 F a` Q Lye. ✓ i-firestopping Penetrationon sealed.-a Cil 2 gin Alk�� 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 I 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 I V 0Aa tt 1-3 Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request receeiiv1J- f ed:: � Name: A-P / Inspected on: —C ITC‘-‘ 4 Location: etn_A r &t" Arrive: a.m./p.m. Permit No.: /.3'O3 41✓ Inspector's Initials: TYPE OF STRUCTURE: (rn,trcti¢Var4 l-meQ 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. e + Notches/Holes!Bearing Walls .J� "" ✓� .. Y Metal Strapping for Notches Top Plate V ` ,� � 1 %(w) 16 gauge(8) 16D nails each side `Jl'ly y�� _' A,Jam. Draft stopping 1,000 sq.ft.floor trusses C� 1 Anchor andwaBolts 6hi or ld2sson hesfror ,��q . Ice and water shield 24 inches from wall `��t"s', -Z Fire separation 1,2,3 hour Fire wall 2,3,4 hourr . • , Firestoppin ^� Penetration sealed \ aC . c 1iC�'T 42$ 16 inch insulation in cavity min. 1 -� .��,�r� <Q Garage Fire Separation 2nar House side 1/2 inch or 518 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 Rough Plumbing / Insulation Inspection Report 1 v3 Office No. (518) 761-8256 Date Inspection rrque i // Y Queensbury Building & Code Enforcement Arrive: 7? t.!y • At � 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: - r/�f NAME: i`Q'(f y r�rau�5 do'rC f'4rT5 PERMIT X13—_K),/`l LOCATION: 24 Loud ln.c-i2cnl ST• INSPECT ON: h TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates N-TppttL, Plumbing Vent/Vents in Place 112 inch minimum Drain Size t// Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test n /Vent ead 5 P.S.I. for 10 ft. above highest connection for 15 minutes ✓� Pressure Test ,tj e Supply Piping 50 ea, t! 50 P.S.I. • or 15 minutes In • ° -. /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 COMMENTS: Rough Plumbing_Insulation Inspectian_02 0513 Town of Queensbury Building & Code Enforcement 1 -3 Office No. (518) 761-8256 Framing ! Firestopping Inspection Report Inspection request received: v( //,//t,' Name: a c-rr j Grown S Au Tc ;s Inspected on: /rr Location: P f? -Ou—C4 (. �t52-/324 Sim m Arrive: z: v# a.m p.m. Permit No.: l 3 - 3 L(1 Inspector's Initials: S TYPE OF STRUCTURE: ( / Y N WA 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 '/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 '7? z1-\ Ao Fire separation 1,2,3 hour ccua ire wall 2,3,4 hour fa"kr r>,\ Firestopping 1 w-N1 , Vic— Penetration sealed 16 inch insulation in cavity min. ov Garage Fire Separation House side 1/2 inch or 518 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 Towpx9f Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: T<2R`i d� X15 AyCb ?A?'T� Inspected on: Location: Z vJH?_PF►�,V Arrive: *Sr a.m. p.m. Permit No.: \ 6-049 Inspector s Initials: TYPE OF STRUCTURE: ,orr Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I 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 %(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 km PATI e\ ✓ >- ?-ECV-1 vF D 0E-13 �� Fire wall 2,3,4hour FDQ `�bP �� F1?--E- SE\)Ft? t1 Firestopping \ Penetration sealed W ett. J . 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 Design Professional Sign-off,if required Framing/ Firestopping Inspection Report RUCINSKI HALL ARCHITECTURE NONORED ANTRO M AAS Sal lct ,� Ronald Richard Rueheki N1TN MANUFACTURER'S , %.• Ethan Peter Han RECOMMENDATIONS. TRADE K 827 Maple Avenue ASSOCIATION PUBLISHED Saratoga Springs NY 12866 RECOMMENDATIONS AND A. Voles 518 580 1905 GENERALLY ACCEPTED LOCAL �Gj `:�. „ I CONSTRUCTION INDUSTRY Fax 518 584 5012 ` -� ' Emaa mhdIO1)aper. PRACTICES -` eSA A1101 rmm C 2001 its / IT s A MCA T N'TIE LAW MR MY eeaar.uram `_ // No.I DESCRIPTION I DATE ACIMa MCA CR DRECTal 6 101:1111 47 DI ANT. j/ /� REVISIONS la ALTER NIY IRY OI NF11016 AI00I ONIY MT VECEOVE -Th` � I A�� APR 082014 J TOWN OF QUEENSBURY BUILDING& CODES FIRE SAF1NG MATERIAL j`Ir- ge 2 LAYERS 5/8" FIRE CODE GYP. BD. EACH SIDE TYP. 1 PO CONTINUOUS � OF FIREIDE CALK ALONG EDGES OF SLIP JOINT AS SHOWN � �� (TYP. BOTH SIDES OF WALL) tie DETAIL FOR WALLS PARALLEL TO PUR . INS NOT TO SCALE TOWN OF OUEETM" ;3j-i BUILDING & C 4DflS L 'F J Reviewed By: _ Date: :.11 . ' — DATE CAD RLE NAME WALE New Facility for 27 MAR 2014 NONE DRAWING 1117E DRAetr BY P Jerry Brown Auto Parts FIRE SEPARATION EDRA�IaIG WNC . HALL Na. WALL TOP Lower Warren Street,Queensbury,New York CLOSURE DETAILS DET-1 -ILA- created with pdfFactory trial version www.pdttactory.com RUCINSKI HALL ARCHITECTURE YNRR IS TO BE AS SIOMN 8 NOTED AND IN ACCORDANCE Ronald Richard RuclneW WITH MANUFACTURER'S Ethan Peter Hall RECOMMENDATIONS. TRADE 627 Maple Avenue ASSOCIATION PUBLISHED j Saratoga Springs NY 12866 RECOMMENDATIONS AND / GENERALLY ACCEPTED LOCAL `;%';':•;'' Voles 518 580 1015 Fax Fax 518 584 5012 RACTICESCONSTRUCTION INDUSTRY SC . i Email rpon�p copjr. PRACTICES � A MIAMI P 11E Zoo, IT IS A WaAaax ff tre LAW FM Ara PERSON MESS / No. I DESCRIPTION I DATE ACTING NIT lI TE CREMEPW1101 OFA 000N T 5 ECT ro ALTER mM m Eamlw s Ms oaMalli x ANY WAY ' // REVISIONS DECEOVIE APR082014 TOWN OF QUEENSBURY BUILDING& CODES FIRE SAFING MATERIAL 2 LAYERS 5/13" FIRE CODE GYP. BD. EACH SIDE TYP. PROVIDE CONTINUOUS BEAD OF FIRE CALK ALONG EDGES OF SLIP JOINT AS SHOWN (TYP. BOTH SIDES OF WALL) DETAIL FOR WALLS PERPENDICULAR TO PURLINS NOT TO SCALE DATE CAD FEE NAME SCALE New Facility for 27 MAR 2014 NONE DRAWING 1111E DRAWN BY Jerry Brown Auto Parts FIRE SEPARATION ETHAN P. HALL DRANG No. WALL TOPS Lower Warren Street,Queensbury,New York CLOSURE DETAILS DET-1 �UF created with pdtFactory trial version www.pdttactory.com Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: 'c., — —/y �c�c" Name: ?' A-PInspected on: - -- ,., Location: Z t.A cQ tv1 o..n Arrive: Sa.m. p.m. Permit No.: 13 _3 y q Inspector's Initials: TYPE OF STRUCTURE: 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 1/2(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or lesson center �� t Ice and water shield 24 inches from wall Fire wall 2,3,4 hour Firestopping \5'c \—+C EP-- 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 Design Professional Sign-off, if required Framing I Firestopping Inspection Report Towp of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: ItQ 1 (�R,Ot�`� 1\0M ?PEI' Inspected on: — • . Location: 1 ry 1F t�f�2 \. VCtJci Arrive: 1 = . V a.m. PO Permit No.: 1 3 —3 CI q Inspector's Initials: air TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing/Bridging Joist hangers Jack Posts I 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 Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall ? // F� 'E gRTtc* 5 c Fire separation 1,2,3hour P \ RE CF \) ED �0? bE l� (��� Fire wall 2,3,4 hour �1 (�— Firestopping ✓Evp r, 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 Framing/ Firestopping Inspection Report �xrvrcw..';c.�.7irw.mcaz ri�mzrt' RUCINSKIaR HALL ARCHITECTURE NOTEND D w ACCORDOAN E Ethan Peter Richard XDII WITH MANUFACTURER'S �� RECOMMENDATIONS TRADE g 4� "'4s 627 Maple Avenue ASSOCIATION PUBUSHED A t, �; Saratoga Springs NY 12886 RECOMMENDATIONS AND Voce 518 580 ,NDS GENERALLY ACCEPTED LOCAL ) gam " 7 Fax 518 584 5012 CONSTRUCTION INDUSTRY - EmoT rrrenycop.rrcem PRACTICES. s C., .. Z - ephenOnYooPI.eorn ®2001 8 J ; /� 6%; IT IS A MAlICN Or ne LAIC Ern un PERSON MISS ; " - o°�%4'�1. . No. I DESCRIPTION I DATE ACTING UNDER TIE dF2CNON OF A LICENSED AqD TECI, .r, i., :: ,;'� 10 ALRR Ant ITEM Olt PORTION or 1H5 WGMNT W Mn'WAY ° �, , !' 9'' ',,, W REVISIONS I I 22 go. METAL CLOSURE PIECE 22 ga. BENT METAL SUP ATTACH TO TOP TRACK OF JOINT MATERIAL — ATTACH WALL FRAMING AND BENT BOTTOM EDGE TO TOP TRACK EDGE OF SUP JOINT OF WALL FRAMING FIRE SAFING MATERIAL j 8ft4:> 28 2014 il I, PROVIDE CONTINUOUS BEAD �� OF FIRE CALK ALONG EDGES "— — OF SUP JOINT AS SHOWN (TYP. BOTH SIDES OF WALL) DETAIL FOR WALLS PERPENDICULAR TO PURLINS NOT TO SCALE -SD APn 4 , '?*' acs S'+i�. sem- a; DATE CM) FILE NAME SCALE New Facility for 27 MAR 2014 NONE DRAWING TIRE DRAWN BY Jerry Brown Auto Parts FIRE SEPARATION ETHAN'P. HALL WALL TOP IX AWANG No. Lower'Warren Street,Queensbury,New York CLOSURE DETAILS DET-1 RUCINSKI HALL ARCHITECTURE vrowc Is TD BE AS SHOWN s Ronald Richard RDelrrNd NOTED AND IN ACCORDANCE _ Ethan Peter Hall RWITHECO MANUFACTURER'S �I RECOMMENDATIONS TRADE ��=.m°�`" 627 Maple Avenue ASSOCIATION PUBUSHED ny'i , lei Saratoga Springs NY 12866 RECOMMENDATIONS AND voce 518 580 1905 Ca'ERALLY ACCEPIED LOCAL t g� ya '' Fax 518 584 5012 CONSTRUCTION INDUSTRY441.4"1090,V52,4 44 Ema1 rrrOiycap_rr_cam PRAC110ES. 4 Vf� ,y i ,4 epnalOnlcap.rr.com ©2001 ,;" IT IS A NO/AT M OF WE LAW Ern ANT PERS:IN UNLESS ;c �.4/ Na.I DESCRIPTION I DATE AC1WG UNDER 1W OREC9aN CC A UCO&O ARCHITECT u : '6% TO ALTER ANY NBA OR PLATON OF On OCCUVON d ANT RAT . a N✓y''��./ 1„ a REVISIONS MLR 28 2Q14 22 ga. BENT METAL SUP 22 ga. METAL CLOSURE PIECE JOINT MATERIAL — ATTACH ATTACH TO TOP TRACK OF BOTTOM EDGE TO TOP TRACK WALL FRAMING AND BENT OF WALL FRAMING EDGE OF SUP JOINT FIRE SAFING MATERIAL HPROVIDE CONTINUOUS BEAD S OF FIRE CALK ALONG EDGES 0 OF SUP JOINT AS SHOWN : =. (TYP. BOTH SIDES OF WALL) DETAIL FOR WALLS . PARALLEL TO PURLINS _ - NOT TO SCALE ^= - DATE CAD FILE NAME SCALE New Facility for 27 MAR 2014 NONE DRAWING TNLE DRAWN BY Jerry Brown Auto Parts FIRE SEPARATION E111AN P. HALL WALL TOP DRAWING Na. Lower Warren Street,Queensbury,New York CLOSURE DETAILS DET—i Town of Queensbury Building &Code Enforcement 1 h UJLA 1 3 Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: IS .1))-Pc P Inspected on: 3 -a 7-I</ Location: wQr1Jt_LA J Arrive: "1 0 A.m. Permit No.: / 3 -3 y ' Inspector's Initials: WAIF/ TYPE OF STRUCTURE: RR it '6 I r (s2Cber Y N NIA /.�� COMMENTS: Framing Attic Access 22"x 30"minimum Ute- ' _ Jack Studs 1 Headers Lat-�- Truss Specification Provided Bracing 1 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 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Ice hor andBate6hi 2r ss oc centerfr Ice and water shield 24 inches fro II Fire separation 1,2, 3 hour P .\ k, tliV �/ "�I �/`` ' `, , Fire wall 2,3,4 hour Firestoppingb N Penetration sealed \ %`'`�� �� 16 inch insulation in cavity min. li Garage Fire Separation House side%inch or 518 inch Type X t Garage side 5/8 inch Type X \ .1-- t-4V\E? -- ot Ceiling/wall Windows Habitable Space!Bedrooms -2 b' ,fi_ J \W- 24 in.(H) `x 20 in.( W i t CbA-'J- 5.7 sf above/below grade 5.0 sf grade 0TA- Design Professional Sign-off,if required ming/Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: -37j• • Z. • t;zlt t ' - • Inspected on: Location: LDvJER L��Q�E1� SIT ca Arrive: I :/are Permit No.: \(3 ---(3`-‘`A Inspector's Initials: /r, TYPE OF STRUCTURE: CAMM o BLDG 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 %(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 f MC\ ��c;k). \ABLL —AMA Fire wall 2,3,4 hour Firestopping ABC-- \TEV \ 0 0 \533bb Penetration sealed Q-O� �E-V c ? bf \ RE 16 inch insulation in cavity min. Garage Fire Separation a � ` �tJ \ f& Pc'RF House side 1/2 inch or 5/8 inch Type X nn [7 R Garage side 518 inch Type X 1-0 BE 1 E KM 13f\ \ D tV Ceiling/wall EY�E-\bS f*J V— \V Windows Habitable Space/Bedrooms 1`\ VVti) 24 in.(H) W�LUc\OE c .s3 v? 20 in.(W) OETF t t Lm 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 Al (..) n� I ' Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: Name: 6' - P Inspected on: 3 —a Location: ( JO/1rn St— Arrive: a 'ar //�� a.m 1 p.m. Permit No.: / 32{19vs _ Inspector's Initials: ' TYPE OF STRUCTURE: 1 r n tr \ vsT__:; :_ tarcr r_rn.. 2 Y N WA COMMENTS: Framing Attic Access 2T x 30"minimum it judiaLes2 , Jack Studs/Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly ��, � 12"o.c. • �`C�1.1�:Ti� Hotsig rtlekrAints,. Headroom 6 ft.8 in. L [� Stairwells 36 in.or more \-16E- bE?c 10O \YAarb Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge(8)16D nails each side Draft stopping 1000 sq.ft.floor trusses An or Bolts 6 ft.or less on center water shield 24 inches from wall /rd •.. . , _ , �/ YR�\Rk___ F0 LA,R Fire wall 2,3,4 hour Firestopping 5F \ CE '6\ D E " Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation ,\ work House side'A inch or 5/8 inch Type X \\ C:5-VE: tJ�EX) QE—yA 1 Fye 1 Garage side 5/8 inch Type X \--\P �t � 1 Ceiling/wall iL ` T \ALL ir;) \1 F� Windows Habitable Space/Bedrooms U E)RSZB \ 1 U 1 EVM" tJ —111t 24 in.(H) 1 �r��C 20in.(W) @ vt ktPb\OF 1)F- VOQ\ . 5.7 sf above 1 below grade \ �� M 5.0 sf grade IAF Pr , NA_� Design Professional Sign-off,if required o'1\) `IE._ C— leo Framing I Firestopping Inspection Report Lied_ nen Foundation Inspection Report Office No.(518)761-8256 Date Inspection =.ue • iv Queensbury Building&Code Enforcement Arrive: - 1,, - 11 A a. 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini+ri _ NAME: , P PERMIT#: / 3 3 yq LOCATION: 10 oii..&a , S t' INSPECT ON: / —y I3 TYPE OF STRUCTURE: Etuanta 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. 9 ALA tJc De €466-c it, SFO 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 Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report did Office No.(518)761-8256 Date Inspection request received: r?a l3 Queensbury Building&Code Enforcement Arrive: / 74 am/p4 Depart: f am/ Pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: k NAME: (�ERMIT#: 62-0 -3 47 LOCATION: fo r J & INSPECT ON: tJ TYPE OF STRUCTURE: (MC Emma /��� v 1�t SLA ( � 1 Preys 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\8uflding&CodesUnspectfon forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report r3r' Office No.(518)761-8256 Date 11 '' Inspection ..� , Queensbury Building&Code Enforcement Arrive: ;,, ,,� 4 Depart'1 c5 : • . 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial tr. NAME: SA P• l #: / — 3 Li LOCATION: 2An Liu.-eu UJ-A;2(2_ery S 7-, INSPECT ON: AM TYPE OF STRUCTURE: Comments Y N N/A � �..aW i� by-) ✓ _ Piers Monolithic Slab / Reinforcement in Place ✓ ��`�� O� t \ The contractor is responsible for providing protection from freezing ; �C) 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 Y 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 Inst printed 12/20/2005 9:24:00 AM ih }s1�3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection req 1; ' Queensbury Building&Code Enforcement Arrive:7�Ib t r ,`,s�S I •alt 7-12-5 alZ‘2"-) 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 0 Ike Y LOCATION: U )Oi Jt&cx s 4 i SPECT ON: / /— TYPE OF STRUCTURE: (I.4tr n ""(3124,17-ate Co m tWa Oir— Y K N/A Footin vANi`tciL or ors Ivtouolithic S1a1s t/ C2=1 F t �J Reinforcement in Place �l !c The contractor is responsible for 6ei77 a0 � E> - providing protection from freezing for 48 hours following the placement %A\14-Alocti\fr of the concrete. Materials for this purpose on site. . i n `, oundatfon/aWallpour 'Reinforcement in Place Footing Dowels or Keyway in place ` F�JSZ�. �CtiN�t:LF Foundation Dampproofing c'v`7tk 4cCSTU 1 -j Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: �- S3ts- DF 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper rt 'oundittion lnsulati-- Irate - xterior! r Rough `Grade 6 inch drop within 10 ft. t/ LABoading&Codes Forrns\Buiiding&codes Inspection FormsWoundation Inaction R rt�.dd�Tat- €4:k0 iR iSV EA 1 Last printed 12/20/2005 9:24:00 AM 113 FL - I u es dk j I D--ld Foundation Inspection Report Office No.(518)761-8256 Date Inspection K ' ed: a Queensbury Building&Code Enforcement Arrive: a-fro ..1 s, •: . 1,'- ge r 742 Bay Rd.,Queensbury,NY 12804 Inspector's • , s: NAME: 1J A-P ,' . #: % 3-i di g LOCATION: yt)rais/Vdir.S1— INSPECT ON: /1-5— LI' TYPE OF STRUCTURE: Comments 1_Y WA Footings Piers - Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab ��� S s gF v a%— PVC/Cast/Copper kt\ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forrns\building&Codes\InspeWon forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection ~. v=: Queensbury Building&Code Enforcement Arrive: f=50 : r ff 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials• S • NAME: c\ —C3 A `/ 'ERMIT#: --319 LOCATION: LotaF t f c2 EK\ INSPECT ON: 11 -5-1 TYPE OF STRUCTURE: ti%j� �W .•'tr" Y/7/1 N/A flyerootmgsssA. etc--:-12- ---CSF,`. Piers ak cS�L 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 i• inches above footing 5 6 mil poly for wet areas under slab '� rry u 1 Approval Iumbmg Under,Slab" ✓ 7�l��E— C PVC/Cast/Copper V Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspedlon Forms\Foundation Inion Reportdoc Lest printed 12/20/2005 9:24:00 AM rjti,�t�L,), J.,3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Q A-13 PERMIT#: / 33 L/9 LOCATION: Lt} cluik n o 3-t INSPECT ON: / 0 J.,S—/ TYPE OF STRUCTURE: Qmsida I N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for t/ providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. 4 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:\Buliding&Codes fo uua\Building&Codes\Irtspedion Fortes\foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM monde 1- 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: P. We'am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: g.4_ NAME: li P PERMIT#: 13 :3 LI 9 LOCATION: -t INSPECT ON: / O -g t--R TYPE OF STRUCTURE: ammo* FY N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing i/ 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\Inspeition Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM � RLLrs qairbatiFoundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart•./ i pm 742 Bay Rd.,Queensbury,NY 12804"� Inspector's Initialsyc i ` ) NAME: igAr, i' PERMIT#: /3-3<19 LOCATION: l.J Oar m ,.� INSPECT ON: TYPE OF STRUCTURE: M1 lb -T7-13 await Y N NLA 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. IFoadation-/-wallpour Reinforcement in Place / .'Z— 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 c 7 A=Foowidation Insulation Interior/Exterior (+-� Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codesunspection FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM moo,. 13 Foundation Inspection Report Office No.(518)7614256 Date Inspection req - !'!•` �� Queensbury Building&Code Enforcement Arrive:a:LjTm/• �' e Depart: eOam/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ►' ;A NAME: 1 FA-P PE' K #: 13 -399 LOCATION: Uti OtJUI Qn•....s+ INSPECT ON: / 0 —7-13 TYPE OF STRUCTURE: (#1_ /yr... Comments �1E31 I \ WET- x x INCA 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. ( )5j___Foundation/Wall ur Vinfoirepienf in Place ‘7 j\- % 'c\-\a)) 5 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 for4 TBadkfill'Apptoval Plumbing Under Slab PVC/Cast/Copper igi{ otti_anon'Ins6latio 'oi >�- 1(7 1t Rough Grade 6 inch drop within 10 ft. 6j D y A- L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Fi1b1618- /3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection u, . : Queensbury Building&Code Enforcement Arrive:\� : ,' •" .,,,K Depart: _ p pj 742 Bay Rd.,Queensbury,NYp12804 Inspectors Initial-�/A �J NAME: ) U k P p:�l #: /3 - 3 y / LOCATION: LC)(bn/Z(rr\ I PECT ON: /0 TYPE OF STRUCTURE: (' 5,.n . Qt_matt Y N I N/A Footings Piers — \� TO K Monolithic Slab Reinforcement in Place The contractor is responsible for — Pt\D TD providing protection from freezing PCT CF tQh► h Q FT-0 for 48 hours following the placement of the concrete. Materials for this purpose on site. C Foundation GWallpour 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\Bullding&Codes Forms\Building&Codes\InspeGion Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)7614256 Dateon ,. Queensbury Building&Code Enforcement Arrive: Z:c) :rte/�► s.; 2:44 .rpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial �'•'! NAME: `S (3 }-9 *ERMIT#: I3 o 3 y9 LOCATION: (J0.Aila INSPECT ON: 9 3t) '1 TYPE OF STRUCTURE: C,O-,„tre„,- Q Comments F y N N/2 I l o CQ Piers Monolithic Slab EY-TE-2-tam F oo-` Reinforcement in Place e -C-3n e o = The contractor is responsible for providing protection from freezing �- 1� o CztLLE.45 for 48 hours following the placement of the concrete. C►J Y q6-f Materials for this purpose on site. CZE-bT t,.)Rx_t_ Facr Foundation/Wallpour •Re' oro orcement 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:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM IfLE ( ( Foundation Inspection Report Office No.(518)761-8256 Date Inspection req �1..,,- .. Queensbury Building&Code Enforcement Arrive: 7: O : ,,q - Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial M" NAME: 1 A- PE/i #: /3 -3 CI�J LOCATION: liC'($lto),eS...St INSPECT ON: 9'-? c5--i? TYPE OF STRUCTURE: /. 1111111.1111IV 'w� :131 ' Comments s Y / N N/4 Footin J Piers Monolithic Slab / to -- \2 Y'4c �9 Reinforcemint in Plate 'I f The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. // Z TFoundation/iWallpol urs V/ / P1/4- - T p t{ Vmfor went 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. !~\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc last printed 12/2W2005 9:24:00 AM Mond curs Foundation Inspection Report Office No.(518)7614256 Date Inspect}on request received: Queensbury Building&Code Enforcement Arrive: /ilu am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: :{- NAME: , B 1 PERMIT#: /3- 3 -(19 LOCATION: Le.}&r('re n S t- INSPECT ON: q-/(p—/3 TYPE OF STRUCTURE: Comments Y / N N/A Footings Piers 1,-Monolithic Slab Reinforcement in Place The contractor is responsible for V/ providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour u'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:\Bullding&Codes Forrns\Buiding&Codesunspection Forms\Foundation Inspection Report.doc Last printed 12/2W2005 9:24:00 AM