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2013-316 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130316 Date Issued: Wednesday, May 28, 2014 This is to certify that work requested to be done as shown by Permit Number P20130316 has been completed. Location: 1043 STATE ROUTE 9 Tax Map Number: 523400-296-009-0001-002-000-0000 Owner: TRIBALS LLC Applicant: DAVIDSON BROTHERS This structure may be occupied as a: Commercial Addition By Order of Town Board Commercial Alteration 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 Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130316 Application Number: A20130316 Tax Map No: 523400-296-009-0001-002-000-0000 Permission is hereby granted to: TRIBALS. LLC For property located at: 1043 STATE ROUTE 9 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: GARY&JILL WILSON 6 BROWNS Path Commercial Addition UEENSBURY,NY 12804-0000 Commercial Alteration $1,065,000.00 Q Total Value $1,065,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency MUNTER ENTERPRISES. INC. JOHN MUNTER 518-584-6174 881 MURRAY Rd MIDDLE GROVE NY 12850-0000 Plans&Specifications 2013-316 Comm. Alterations 19,812 sf& Comm Addition 1,850 sf [Davidson Brothers] $4,333.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 03,2014 (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 of Queensbury; Thursday, October 03,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: PRINCIPAL STRUCTURE APPLICATION Tax Map ID: ;kqLa.9 — 8 A permit must be obtained before beginning construction Permit No.:Permit Fee: $ -' C� Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.: I S_ -0l 7 7n dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the perme. s ' .:.i Date 7/15/13 Applicant TRIBALS, LLC Tax Map ID Address PO Box 409 Zoning Commercial - Intensive Glens Falls, NY 12801-0409 Phone/E-mail 518-743-9026 aggmanrocks@gmail.com Property Owner TRIBALS, LLC Contractor/Agent Munter Enterprises, Inc. Address PO Box 409 Address 881 Murray Road Glens Falls, NY 12801-0409 Middle Grove, NY 12850 Phone/E-mail 518-793-9026 aggmanrocks@gmail.com Phone/E-mail 518-584-6174 john@munterenterprises.com Contact Person for Building &Code Compliance: John Munter Day Phone: 5184%81781 Building Street Address: 1043 State Route 9, Queensbury, NY 12804 Subdivision Name: N/A Lot#: N/A Historic Site: Yes X No Estimated cost of construction: $ 1,065,000 Type of Construction: Check all that apply Please indicate measurements as required below: o a 1st Floor 2nd Floor Other Total Height Z a a Single Family Two-Family Multi-Family(#of units_) Townhouse Business Office Retail-Mercantile Factory-Industrial X 19,612xis ing N/A N/A 21,667 SF xis ing 1 850 SFAddit on 23'4" Attached Garages(# ) ^S Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business TRIBALS, LLC Proposed use of building or addition Brewery and retail store Source of heat(circle one) Gasf Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" Yes X No Are there structures not shown on plot plan? No Are their easements on the property? Yes-One existing utility easement for power Site Information a. Dimensions or acreage of lot 3.73 Acres b. Is this a corner lot? Yes-Hidden Farm Road c. Will the grade be changed as a result of construction: Yes X No d. Public water or Private well Public e. Sewer or Private Septic System Sewer Value of all work to be performed(labor and materials) $1,065,000 Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 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. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 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: TRIBALS, LLC John P. Davidson, Sec./Tress. Signature: Date: 7/15/13 FOR OFFICE USE ONLY: Operating Permit Issued: _Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: �P�LC7?DOt�j\ Inspected on: —Z Location: P—h0\C=_ 1 Arrive: a.m. Permit No.: 13— 3 ae Inspector's Initials: COMMENTS Y N NA Chimney I"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/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/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(1)/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 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 'h doors > 10%>I 000 sq.ft. a/4 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/Sinks/Toilets/Mirrors Handicapped Bath I 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 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 or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval �'O Okay To To Issue Temporary or Permanent C/O Okay To Issue C/C a Commercial Final Inspection_11 27 12 Commercial Final Inspection Report t J��r» Office No.: (518) 761-8256 Date Inspection r ed: ' Queensbury Building &Code Enforcement Arrive: `,P m Depart- 742 epar:742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME: -� ✓l Sorb 3�05. PERMIT C LOCATION: 10 DATE: COMMENTS: 110 " Y N NA Chimney/'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish 1 Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks �~ Interior 1 Exterior Ballisters 4 in. Spacing Platform/Decks �� 'c— Stair Handrail 34 in.—38 in./Stop Rlsem 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.wllever Handles/Panic Hardware if required l a b Exits At Grade Or Platform 36 w x 44'(lyCanopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Wateftht i Other Floors Oka Relief Valve Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Sup&for Occu /Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Wdhin 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Fumace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 100/0> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Damp2rs 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 Si /Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in. Checkout 36" Handicapped Ramp/Handrails Contfnuous/12 in. Beyond[Boar sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Sury , New Structure/Flood Plain certification if As-built Septic System Layout Required or On File Building Number or Tenant Address on Buildingor Driveway 4' Water Fountain or Cooler Building Access A&Sfdqs by2 '1 Driveable Surface 20'wide Okay To Issuerem45 rmanent C/O Okay To Issue LABuilding&Codes ForrnMBuilding&Codeskinspecdon FormslCommercial Final Inspection Report.doc Revised January 7,2008 Town of Queensbury Building&Code Enforcement d"' ` �� Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: Inspected Inspected on: j� { Location: Arrive: =v m D.M. Permit No.: f 3-3 an Inspector's Initials: COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/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"/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"(1)/Canopy or Equiv. _ Gas Valve Shut-off Exposed&Regulator(18")Above Grade mac' t X7,VL�,- VS_�N Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap/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 i l t SLE t��aJjv Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 Yz 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/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped ssible Handicapped Service Counters 34 inch,Qeckout 36 inch . Handicapped Ramp/Handrails Continuous/12 inc eyon o sides] _� Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded If 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" E7 rTr. Ct:R i i�it�R-itt Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections I Engineer or Architect Approval Okay To Issue Temporary or Permanent CIO _ Okay To Issue C/Cv�--�, Commercial Final Inspection_11 27 12 Inspection Form Town of Queensbury Fire Marshal CD Periodic Inspection Date:`'I / � Time:_ 742 Bay Road,Queensbury NY 12804 (::::�Re-Inspection ] 518 761 8206/518 761 8205 SCO Inspection Permit#: 13 Fire Marshals Representative YMJ Palmer Business Name: Location: GK Stillman Contact: Lyr`I% 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 Si n: Normal FC 1011 &FC1029 ( �Qif �r� - (��2 Sign: backupFC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.2 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: y 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 &112 Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTIONDUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Flr 'Mamb 1910, to Fuel Island Suppression Semi Annual �� && 3� Mal Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 MAY 1,.' t. 201 Operating Permit, if required will be issued after Completion of Inspection Fire Marshal Town of s u Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: BRb�) Inspected on: _ Z— Location: L' �J ��1 ��' 1=C Arrive: p.m. Permit No.: "_ CL Inspector's Initials: �� _ �� 1� im COMMENTS Y N NA Chimney I"B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/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"/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"(1)/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 Boiler I 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 '/z doors > 10%> 1000 sq.ft. '/4 Hour Corridor Doors&Closers Firewalls I 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 levator Operation and Signage/Shaft Sealed andicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors andicapped Bath/Parking Lot Signage ublic Toilet Room Handicapped Accessible Handicapped Service Counters, 34 inch Checko3 a c Handicapped Ramp/Han rails Continuous112 inch Active Listening System and Signage Assembly Space POW F-,)w final Electrical/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 or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C L Commercial Final Inspection_11 27 12 PN= kXY �C_Ibvei Foundation Inspection Report Office No.(518)761-8256 Date inspection request received: LY< I�l Y Queensbury Building&Code Enforcement Arrive: JQQ am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials: NAME: 11>V'JA SOA PERMIT#: ' 31 LOCATION: )U v 1, 57--Ai e i INSPECT ON: TYPE OF STRUCTURE: COMMORk 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 L c:�faf`5 e�L Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Town pf Queensbury Building&Code Enforcement � Office No.(518)761-8256 Commercial Final Inspection Report Inspection request received: Name: DIS Inspected on: —' Location: 1 L 't(_ A` I-) Arrive: a.m./ Permit No.: �� i Cr- Inspector's Initials: _ ] COMMENTS Y N NA Chimney/'=B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete - co� Exterior Finish/Grade Complete 6"in 10'or Equivalent 4 C�_ - � Interior/Exterior Guardrails 42 inch Platform/Decks / Interior/Exterior Balusters 4 inch Spacing Platform/Decks � L \ LCF�1�e►.+� Stair Handrail 34 inch-38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. / t All Doors 36 inch w/Lever Handles/Panic Hardware,if required C-0, C__N Exits At Grade Or Platform 36"(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay fat �}�c� , , (� Relief Valve,Heat Trap/Water Temperature 110 Degrees Maximum z 1 G Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion -z r.— i 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 '/z 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/Sinks/Toilets/Mirrors '' �� Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible V� 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 Site Plan/Variance required �(�� ✓ �� Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File rr�� ..�--^^{ ' Building Number or Tenant Address on Building or Driveway 4" t.-�--s v7r-'f G Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide -\v cc t f_ Special Inspections En ineer or Architect Approval Okay To Issu Temporary°br Permanent C/0 N 1 L1 �� t4 Okay To Issue C/C j L)(:-:-V Commercial Final Inspection_11 27 12 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Inspected on: ry Location: 1 C)Y? �) PFVE PLOT C1 Arrive: Z Q a.m.-mm Permit No.: —,�3 Inspector's Initials: TYPE OF STRUCTURE: RD \ OC—) Y N N/A COMMENTS: Framing �T\ Attic Access 22"x 30"minimum Jack Studs 1 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 Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'/Z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing/Firestopping Inspection Report --= '� PAONE ARCHITECTURE,P.C. INTERIOR DESIGN • CONSULTING 547 RouTE 9P,SARATOGA SPRINGS,NY 12866 518-58o-ooi7 FAx 518-58o-ooi8 WWW.PAONEARCHITECrURE.COM APRIL 4, 2014 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 BAY ROAD QUEENSBURY, NEW YORK 12804 RE: DAVIDSON BROTHERS BREWING COMPANY RENOVATION/ADDITION 1043 U.S. ROUTE 9 QUEENSBURY,NY 12804 MR. O'BRIEN: THE OFFICE OF PAONE ARCHITECTURE, PC HAS REVIEWED THE 1,800 SF ADDITION TO THE EXISTING BUILDING,AT THE ABOVE ADDRESS, AND FOUND IT TO BE CONSTRUCTED IN GENERAL OVERALL COMPLIANCE WITH THE DRAWINGS PREPARED BY AMERICAN BUILDINGS COMPANY AND THE OFFICE OF PAONE ARCHITECTURE, PC. THANK YOU FOR YOUR TIME AND AS ALWAYS, PLEASE FEEL FREE TO CONTACT OUR OFFICE WITH ANY QUESTIONS YOU MAY HAVE. REGARDS, PAONE ARCHITECTURE, P.C. BY: i NAME: JOHN A. PAONE, RA TITLE: PROJECT ARCHITECT -in of Queensbury Building&Code Enforcement Uffice No.(518)761-8256 Commercial Final Inspection Report Inspection request received: Name: /� Inspected on: Location: f% ` 3 sq--r- _ Arrive: lo^ a.m p.m. Permit No.: '��/(c% Inspector's Initials: COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/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"/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"(1)/Canopy or Equiv. U3 t Gas Valve Shut-off Exposed&Regulator(18")Above Grade1 iL' �� Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap/Water Temperature 110 Degrees Maximum �t,�� Boiler/Furnace Enclosure 1 hour or Fire Extinguishing Systeme _ Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers v tj c 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. -�-� ��04� ' '/<Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Framed 1�1 lj� Z�j CMf � 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/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible l7 C` t=- C-,F- k2>OkL�)4�36 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 Site Plan/Variance required Final Survey,New Structure/Flood Plain certification, if req. �- As-built Septic System Layout Required or On File i Building Number or Tenant Address on Building or Driveway 4" C- Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide IT 1� Special Inspections/Engineer or Architect Approval 7 Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection_11 27 12 Town of Queensbury Building&Code Enforcement 4a qn—u Office No. (518)761-8256 Commercial Final Inspection Report 6 /YVI--,�� Inspection request received: Name: � Inspected on: Location: 16 41.3Arrive: Za.m I . Permit No.: zInspector's Initials: G' L COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location CIO, Plumbing Vent Through Roof 6"/Roof Complete 1 Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks f Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch 1 Step Risers 7"1 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"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay iQA Q Relief Valve,Heat Trap/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 z' 1 �� Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%>1000 sq.ft. 3/4 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/Sinks/Toilets/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 Site Plan/Variance required �� Final Survey,New Structure/Flood Plain certification,if req. �� 7- As-built Septic System Layout Required or On File ` o 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:dr Permanent C/0 Okay To Issue Commercial Final Inspection-11 27 12 'E uPs 1-3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive. am/pm 742 Bay Road, Queensbury, NY 12804 Inspect6u is I ials: NAME: �Q�` a 3.0 1\ PERMIT#: 1!� LOCATION: 1,6:)4f, R±f? INSPECT ON: TYPE OF STRUCTURE: Y N N/A Plumbing under slab 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 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 Inspection-02 05 13 Town of Queensbury Building &Code Enforcement �� ? Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection reques received: -t�—! 7 P--0 t — I �C S -- Name: �'�� _ �- Inspected on: Location: 1031� / Arrive: a.m 1P. Permit No.: o - Inspector's Initials: r TYPE OF STRUCTURE: Adi. Y N N/A COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided Bracing/BridgingT — Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. �7 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 r Fire separation 1,2,3 hour �`/ ti�� M--, --�, Fire wall 2,3,4 hour t 141'16 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation - House side Y2 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 Foundation Inspection Report p, Office No.(5 18)761-8256 Date Inspection request ed: Queensbury Building&Code Enforcement Arrive: ZL-LZ epart: In 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: RMIT#: LOCATION: 3 SPECT ON: 5, -1 TYPE OF STRUCTURE: Co m n Z Y N A Footings Piers Monolithic Slab Reinforcement in Place y � � \ ►J �� O v�� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofmg 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. UXBuilding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Town of Queensbury Building & Code Enforcement f Office No. (518) 761-8256 rJ Framing I Firestopping Inspection Report Inspection request received: Name: b GZt Inspected on: /✓�� Location: D , ��-� `�—�� Arrive: •- a.m./p.m. Permit No.: r i r Inspector's Initials: /d TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I 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 '/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 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 C Foundation Inspection Report Office No.(5 18)761-8256 Date Ins ection reques i Queensbury Building&Code Enforcement Arrive: �" Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ON �S 0', D 1,v-v PE T#: LOCATION: U Ll A.uLTe ? IN PECT 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 C> of the concrete. � � Materials for this purpose on site. AV Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing 7Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report '4 �- J Office No.(5 18)761-8256 Date on Queensbury Building&Code Enforcement Arrive: 'on �Depaftt: ' — ' LA m :e. --b— -' ep�rT-J.�L 742 Bay Rd.,Queensbury,NY 12804 Inspector s Initial NAME: T#: PELT ONW: zluzud LOCATION- 0 S' 'T t TYPE OF STRUCTURE: Conso Y N NA fFootings Piers Monolithic Slab A (z---, �\jv I Reinforcement in Place -V The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Danipproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing brain Stone: 12 inch width 6 inches above footing 6 mil po!y 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\Buflding&Codes\lnspettlon Forms\FoundWon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office.No.(5 18)761-8256 Date motion Queensbury Building&Code Enforcement Arrive: l i In epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's 74--124120 , ii�0 NAME: 1IT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Ca MI Conimelk Y &A Footings Piers 3 Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement 4cd 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 Dram Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil R21y 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. U\BuIlding&Codes Forms\Sullding&Codes\lnspetdon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report D "-r v Office No.(518)761-8256 Date Inspection request received: �� Queensbury Building&Code Enforcement Arrive: ,241 am/13M Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: I 6 NAME: i�V i Sin `d -17—V PERMIT#: ��_ LOCATION: (0 Si C iZ i1vTe INSPECT ON: TYPE OF STRUCTURE: Co m n Y N NA 1 outings c 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&Cortes Forms\Building&Codes\Inspettlon Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request re �ved: l� 13 Queensbury Building & Code Enforcement Arrive: --7,r—> m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: 1`��t✓to 5 Gtr ��0 S PERMIT#: LOCATION: 7z S 11-1F ��\C INSPECT ON: TYPE OF STRUCTURE: Y N N/A lumbing under slab , Rough Plumbing /Nail Plates )<1 - Plumbing Vent/Vents in Place A Tv 11/2 inch minimum Drain Size y� 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 t- h�'� l\� Pressure Test Water Supply Piping Air/Head 50 P.S.I. for 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 COMMENTS: Rough Plumbing—insulation Inspection-02 0513 --i jj c.uw Foundation Inspection Report Office No.(518)761-8256 Date action r i Queensbury Building&Code Enforcement Arriv Depart: f1 j� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial • - NAME: D64A� .�-, B PERMIT#: / 3--,31(o LOCATION: I d� ,l INSPECT ON: /a—/A=43 TYPE OF STRUCTURE: Co m n Y N NA r 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 po!y 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\lnspetdon Fonns\Foundatlon Inspectieon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(5 18)761-8256 Date tion req Queensbury Building&Code Enforcement Arrive: in Part: 742 Bay Rd.,Queensbury,NY 12804 s Initi NAME: A. RMIT#: 3 LOCATION: INSPECT ON: TYPE OF STRUCTtn- Conn mela Y N &A_ Footings �-NV\Qc— � 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 A/ 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. U\Building&Codes Forms\Bullding&Codes\lnspetbon Forms\Foundal:lon Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(5 18)761-8256 Date Inspection reque Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: v�� \C7tiC�e7 ? a P T#: LOCATION: SPECT ON: -- =-c TYPE OF STRUCTURE: Can m n Y N NA Footings Piers Monolithic Slab Reinforcement in PlaceC�\ The contractor is responsible for ` -`- F� q C)C A providing protection from freezing for 48 hours following the placement � `C \T� C V\i:) \JC�� of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place `' Foundation Dampproofing -r-.\AE Foundation Waterproofing Footing Drain Daylight or Sump �Cj �p Footing Drain Stone: (D 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM PAONE ARCHITECTURE,P.C. INTERIOR DESIGN 0 CONSULTING 547 ROUTE 9P,SARATOGA SPRINGS,NY 12866 518-58o-o017 FAX 518-58o-oo18 WWW.PAONEARCBITECTURE.COM DECEMBER 9, 2013 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 BAY ROAD QUEENSBURY, NEW YORK 12804 RE: DAVIDSON BROTHERS BREWING COMPANY RENOVATION/ADDITION 1043 U.S. ROUTE 9 QUEENSBURY,NY 12804 MR. O'BRIEN: THE CONTRACTOR, ON THE ABOVE MENTIONED PROJECT,HAS REQUESTED TO SUBSTITUTE THE FOUNDATION SLAB REINFORCING, #4 BAR AT IZ O.C. EACH WAY IN THE DOCK LEVELER PIT,WITH 6X6 D7.5/D7.5 WELDED WIRE FABRIC SHEET REINFORCING. PAONE ARCHITECTURE TAKES NO ISSUE WITH THIS, SO LONG AS THE ADJACENT DOWELS ARE PLACED AND TIED ACCORDING TO THE DRAWINGS. THE CONTRACTOR HAS ALSO REQUESTED TO SUBSTITUTE THE FOUNDATION SLAB REINFORCING, 6X6 W1.4/W1.4 WELDED WIRE FABRIC (6X6 1010 WWF) AS SPECIFIED BY THE GRAIN SILO MANUFACTURER IN THE EXTERIOR GRAIN SILO PAD,WITH 6X6 D7.5/D7.5 WELDED WIRE FABRIC SHEET REINFORCING. PAONE ARCHITECTURE TAKES NO ISSUE WITH THIS, SO LONG AS THE WWF IS CENTERED IN THE SLAB. THANK YOU FOR YOUR TIME AND AS ALWAYS, PLEASE FEEL FREE TO CONTACT OUR OFFICE WITH ANY QUESTIONS YOU MAY HAVE. REGARDS, PAONE ARCHITECTURE, P.C. BY: NAME:JOHN A. PAONE, RA TITLE: PROJECT ARCHITECT Foundation Inspection Report Office No.(5 18)761-8256 Date In ction�requss Queensbury Building&Code Enforcement Arrive: ". p epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's tial a fy NAME: P R,,fv IT#: ! — 2.f Lr LOCATION: INSPECT ON: TYPE OF STRUCTURE: Co m n Y N NLA Footings Piers Monolithic Slab r 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: b 12 inch width 6 inches above footing r1 N 6 mil poly for wet areas under slab 61MVF s T� \ 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Repoo l --� Office No.(518)761-8256 Date Inspection requ e i 3 Queensbury Building&Code Enforcement Arrive: [) p epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti s: � 7 " NAME: V! S cv-� i�)r`` 6 PERMIT#: ' LOCATION: S�T ic ►t.�v [— INSPECT ON: 3 TYPE OF STRUCTURE: columenu Y N NA 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 nail poly for wet areas under slab /r WBackfdl'Approval Pumbing Under Slab VC/Cast/Copper Foundation Insulatio #eri Exterior t •-R'- ` 1 L Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Founda0on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(5 18)761-8256 Date biwtion requ Queensbury Building&Code Enforcement Arrive:A7 VQ � In W- ;=jm�=�� 742 Bay Rd.,Queensbury,NY 12804 ts Initials. NAME: ERMIT#: -3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: N NA 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 pw jLose 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:\Bulldlng&Codes Forms\Bullding&CodeAInspettion forms\Foundabon Inspection Report-doc Last printed 12/20/2005 9*24:00 AM Foundation Inspection Report Office No.(518)761-8256te , o Queensbury Building&Code Enforcement Arrive: Depart: C,tiD 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: !U�.� S� D o T#: l 3-3r Lp LOCATION: INSPECT ON: i 1 —_L3 TYPE OF STRUCTURE: z Z6 r_ � }� f Co m n N NA Footings Piers Monoliithic 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 R2!y 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. U\Building&Codes Fon»s\Building&Codes\Inspeddon Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date hispection e am/vm Queensbury Building&Code Enforcement Arrive: n tio ved, Ile 'ved: 742 Bay Rd.,Queensbury,NY 12804 Inspector 11nitti P NAME: P RMIT#: T LOCATION: 1p�Az 6-yei S=PECT ON: TYPE OF STRUCTURE: Cont ms Y YN N/A Footings Piers Monolithic Slab Reinforcement in Place —ME The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for thisse pur 4m on site. �uc 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 Rk for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation insulation interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\Bulldlng&Codes Forms\Bullding&Codes\lnspettlon-Forrns\Foundafdon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM PAONE ARCHITECTURE,P.C. INTERIOR DESIGN • CONSULTING 547 ROUTE 9P,SARATOGA SPRINGS,NY 1.2866 518-58o-ooi7 FAx 518-58o-ooi8 WWW.PAONEARCHTTECTURE.COM AUGUST 2, 2013 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 BAY ROAD QUEENSBURY, NEW YORK 12804 RE: DAVIDSON BROTHERS BREWING COMPANY RENOVATION/ADDITiON 1043 U.S. ROUTE 9 QUEENSBURY, NY 12804 TO WHOM IT MAY CONCERN: THE CONTRACTOR, ON THE ABOVE MENTIONED PROJECT, HAS REQUESTED TO'WET SE-e THE FOUNDATION/RETAINING WALL REINFORCING. PAONE ARCHITECTURE TAKES NO ISSUE WITH THIS, SO LONG AS WHEN PLACED, THE DOWELS ARE CENTERED IN THE FOOTINGS/FOUNDATION WALL AND/OR ALLOW FOR REQUIRED CLEARANCES AT FACES OF WALLS AND PIERS AS NOTED IN THE DRAWINGS. THANK YOU FOR YOUR TIME AND AS ALWAYS, PLEASE FEEL FREE TO CONTACT OUR OFFICE WITH ANY QUESTIONS YOU MAY HAVE. REGARDS, PAONE ARCHITECTURE, P.C. BY: 1 J NAME: JOHN A. PAONE, RA TITLE: PROJECT ARCHITECT f,. r Foundation Inspection Report t( Office No.(5 18)761-8256 Date motion ed Queensbury Building&Code Enforcement .Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's S. y _ '. NAME: P RMIT#: I : —A(P LOCATION: 0 3 INSPECT ON: TYPE OF STRUCTURE: 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 Riaose 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. U\BuIlding&Codes Forms\Buliding&Codes\InspeWon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM