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2003-926 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20030926 Date Issued: Tuesday, May 29, 2007 This is to certify that work requested to be done as shown by Permit Number P20030926 has been completed. Tax Map Number: 523400-279-000-0001-008-000-0000 Location: STATE ROUTE 149 Owner: CATHERINE &KELLY HOERKORN Applicant: CHARLIE'S BAR-B-QUE RESTAURANT This structure may be occupied as a: Free Standing Unheated Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Elworcern'Alt Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY FILE COPY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030926 Application Number. A20030926 Tax Map No: 523400-279-000-0001-008-000-0000 Permission is hereby granted to: CHARLIE'S BAR-B-QUE RESTAURANT For property located at: STATE ROUTE 149 in the Town of Queensbury,to constructor 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: CATHERINE &KELLY HOERKOR CHARLES HOERTKORN Free Standing Unheated$uildin $40,000.00 7 PINION PINE Ln Total Value $40,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2003-926 CHARLIE'S BAR-B-QUE RESTAURANT 2592 SQ FT UNHEATED BUILDING WITH 1920 SQ FT WRAP AROUND DECK AS PER PLOT PLAN SPECIFICATIONS $129.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,December 08,2004 (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 o ber 08,2003 SIGNED BY W1% , for the Town of Queensb ury. Director of Building&Code Enforcement o � Building Permit Application .0, own of Queensbury—Dept of Community Development,742 Bay Road,Qu' nsbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be madce until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on_this Rec.Fee Paid $ application must be completed and must appear'on the Reviewed B application form. zir �LJ Applicant: v-2hof�-, Address: r" ftA � O 3 20kone#( ) Phone#(_) - OF --- .• 7� r � eUl�l NO�'��D NSBuRY , Property Location: Lot Number: / Housc Subdivision Name: Tax Map Number: Q-79.as ew Building, residence l commercial 'Estimated Market Value of Construction:$ 000 ° Addition: residence! commercial If an Addition,what will use of new addition be? ° Alteration: residence! commercial ° No change to exterior size: residence/com'1 o Other work(describe ) Check OccupancyInformation i' Floor. 2° Floor other floor Total % Blow sq.ft. sq.ft, sq.it. Square Feet 1 in a fl►mil dwelling Two famil dwelling ° Townhouse o Multifamily dwelling #of units ° Office IV e Mercantile o ufacturinnllj 0 1 car detached prage n 2 car detached MLe ° 3 car detached prage 0 1 oar attached garage ° 2 car attaehO garage ° 3 car.attached garage ° Storage building- commercial a,� ry la. Z17 What is the proposed fight of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of Ftrediaces to be installed Number of Woodseaves to be installed List below"the person(s)responsible for supervision of work as regards to building codes: N e Address. Phone Number Builder G� Plumber - Mason L.Blectrician Declaration; please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether ppoificd or noted,sad that such work is authorized by the owner. Further,it is understood that Uwe shall :ub=it, to a Certificate of Occupancy-or Certificate of Compliance being issued,as requested by the Zoning trator or Director of Build' d Codes,an utlt Su ti ev by a licensed surveyor,drawn to scale,showing actual ocatn of=n.no 'Signature: •owner,owner's agent,architect,contractor • c, DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING'CODE(BC) Building: CGr/.e.r NYS FIRE CODE(FC) NYS PLUMBING CODE (PC) Location: k?, HI NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) Reviewer. Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.E 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 . Z 5 Type of Construction BC-Table 601 81 J�/3 6 No. of Sleeping Units/Level BC-202 14& No. of Unitsr-Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Mails BC-402 33 Hi-Rise (75'Rule) BC-403 36' Atriums BC-404 37 8 Basement Definition BC-502.1 71 (Seep e 8 of this check list) Legend: NR=Not Required NS=Not Shown NA= Not Applicable U Note: * Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-605 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits- Area Modifications (ca/c.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road a FC-503.1 29 (150'rule) �, „� FC 908,5" 31 14. Exterior Walls Distance Separation* BC-Table 602 82 3` Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings' BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible * Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES,- JAM Page 2 of 10 c No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction lncider)tal Use Areas BC-Table 302.1.1 17 / Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space IC cesi ("Awl tC- ac* 251 Min. Rm. s '��' � BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 � 18. Light (Nat. or Mech.) BC-1204.1 250 19. Exits Remok,,,00 /owl ),18 Z �e Occupancy Load BC Table 1003.2.2.2 201 f One Exit Permitted BC Tablel005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1.004.2.4 220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (calc.). BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 MC4G �Se 12`&hj,( L-9T '6C /oo3.3,3(P a►S JAM /-� ' 6c? cL1rJ � / _ �� Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snovw�oading—Ground BC Fig 1608.2 296 Snow Loading---Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 297 Roof Walls Windows rwrs eismic�Lo _ /c:) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms 'BC Appendix 1 693 .—� 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs -BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 - 239 Route BC-1104.1 . 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1'107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 ([Notes: 7. SPECIAL INSPECTIONS BC-1704 379 ^ s�@ JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Central Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC=609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 '64 Fire Alarm Systems & SD FC-907.2 66 Fire Alarm Boxes+ZaVef FC-907.4.1 W'7.9 72;73 Smoke Detection FC-907.2.10 68 -Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 . 85 Sen+e CC-903.2,/o, 1 S{o 29. Plumbing Code Fixture Count C PC-Table 403.1 21 IIJIi1nC hullp, S$rulCc S;-k Water Supply Service Pipe Size _ 'PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code �� Ventiigtion Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC-202 .5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47- HWH Heat Tr pp ECCC-504.7 47 COMcheck Computer Software Comptance Report Required - . Notes: (� "o / JAM �iJ�v �tJfj Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage'Increase: If= 100(F/P-0.25)W= Answer in % 30 Note: If=75%when 4 sides accessible&water available Allowable Area: Aa=A ,e+(A� b,P IE)+ A�,_,"l =Answer in Square Feet (BC-Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit)x(Egress Width per Occupant) = (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)& (Eq. 7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf=0.7CQCt1P9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF) Q. = Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Ct=Thermal Factor (BC Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) P9= Ground Snow Load (BC Fig. 1608.2)(Pg. 296) PS=CSPf= Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS= Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 e 7" 3. GRADE PLANE: .A reference plane representing the average of finished ground level adjoining the building at exterior walls.Where the finished ground level slopes away from the exterior walls,the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 3 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any "story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the rrre area, aggregate area).. 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 9 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 StewesRE Land,Surveyors- 169.Hayiland Road. = BUILDING.AND CODE Queensbury, NY 12804. . � . , ' ' r, 1, " ' - c�•,• ^ .. -MV v'29;2007- ' . 7 f _ "Town of Queensbury 742 BayRoad;, Queensbury;NY 12804 _ Re: Steve'Hoerfkorn,.Rt. 149;.Queensbury tax map Van Dusen'&Steves-Land'Sur'veyors has Wen scheduled t_o-provide;surveyi4g-services for a;-final'location,of the building for the above prope`rty.. -Should you have any questions please.,do nothesitate'to contact,us. : Thank you. 'Sincerely, Matthew C: Steves. Pliorie:-.(518).792-8474 _ _ Fax:(518)'792-8511 .Web: w' w.w.l=survey.com STATE OF NEW YORK DEPARTMENT OF HEALTH Flanigan Square,547 River Street,Troy, New York 12180-2216 a Antonia C. Novello,M.D.,M.P.H.,Dr.P.H. Dennis _. I Commissioner Exe y, 1 our 2 1 Zoc4 OF October 19, 2004 TOWN PLA OF QUEENSSU Mr. Tom Nace, P.E. OFFICERY 169 Haviland Road Queensbury,NY 12804 Re: Onsite Wastewater Treatment System(OWTS) and Public Water System(PWS) Proposed Charlie's BBQ (Hoertkorn Property) (T) Queensbury,Warren County Dear Mr.Nace, Enclosed please find three stamped sets of the approved OWTS and PWS design plans, last revised on October 13, 2004, for the above referenced facility. Please provide one copy of the plans to the facility owner and one copy to the(T) Queensbury Code Enforcement Office. One set of the approved plans is being retained for our files. The OWTS design consists of a 1,500-gallon grease trap, a 2,500- gallon septic tank, a pump station with a duplex pumping system and 600-feet of absorption trenches. The PWS consists of: a new drilled well, a submersible pump, a 40-gallon hydro-pneumatic pressure tank, a water meter, a 5-micron filter, an ANSI/NSF Standard 055 Class A Ultraviolet(UV) Light Disinfection Unit with an automatic solenoid shut-off valve and raw and finished water sampling taps. Plans also include a line for a possible sprinkler system that shall be equipped with a backflow preventer. This approval is conditional on the following: 1. That the proposed OWTS and PWS.are constructed in accordance with the approved plans. 2. That a design professional licensed in New York certifies that construction was completed in accordance with the approved plans. 3. That the construction certification is submitted to the(T) Queensbury Code Enforcement Office and to the NYSDOH Glens Falls District Office. 4. That a spare ultraviolet tube and any other equipment necessary for prompt repair of the UV disinfection unit is provided on site. 5. That the proposed PWS not be placed into operation until one sample that tests negative for Total Coliform has been collected from the UV system, and the results have been submitted to and acknowledged by the Glens Falls District Office. 6. That one additional sample of treated water is collected for Total Coliform analysis and the results submitted to the Glens Falls District Office within the first month of operation of the new system. 7. That this approval will expire on October 19, 2006. Any questions concerning the remaining requirements of the Food Service Facility permit should be directed to Mr. Joseph Curatolo of the Glens Falls District Office. If you have any other questions please call me at(518)402-7650. Sinc , es R. Meacham,P.E. Senior Sanitary Engineer cc: Anita Gabalski, GFDO Joseph Curatolo, GFDO Steven Hoertkoi o er 06� eensbtu�y&-E STATE ; OF NEW PORK 03- DEPARTMENT OF HEALTH Flanigan Square,547 River.Street,Troy,New York 12180-2216 Antonia C.Wvello,M.D.,M.P.H.,Dr.P:H. bennig P:Whalen Commissioner Exec iye.Deputy Commissioner May 13,2004:.. : Mr:'Tom-Nace;P.E. 169 Haviland Road Queensbury,.NY 12804. Re. Onsite Wastewater Treatment System(OWTS),and Public Water. System(PWS) Proposed Charlie's BBQ(Hoertkorn Property) - , (T) Queensbury,Warren County Dear Mr.Nace, Based upon the initial review of the design plans, dated 9/15/03,for the above referenced facility,- the following comments are,offered as it concerns the OWTS-and PWS well. OWTS: 1. The Department must observe test pits to defermine if the'property is acceptable for an OWTS and. if so,what OWTS-design is acceptable.Please contact me to.schedule a site evaluation. 2.. The system is designed for 1,400-gpd and therefore will also.require a NYSDEC SPDES permit. 3. The design must include details for dosing the system.NYSDEC's "Design Standards.for Wastewater Treatment Works— 1988"requires dosing or pressure distribution if the,system contains over 500-feet of trenches. 4. ` Please include the grease trap sizing calculation.in accordance with.NYSDEC's"Design Standards ' for Wastewater Treatment Works- 1988". PWS well: 1. The new PWS well must be drilled by a well driller registered with the NYS Department of Environmental Conservation. 2. 'A water supply system design must be submitted and included on the plans The design"must_- . include at a minimum; the drill log,well construction details,the water disinfection(and treatment if necessary)system and the water distribution system. 3. The water quality-testi- parameters-are as follows: The well water.must be tested.for-the parameters listed:in-the table below.All samples for these analyses must be.collected from the well source at the end of the pump test:A_ New York State Department of Health ELAP approved laboratory must perform the testing,'. Contaminant Subpart 5-1 Table* Inorganic Compounds gg. Inorganic Compounds, Other : gp Nitrate 8C Nitrite 8C' VOC's/POC's And Vinyl Chloride,;MTBE 9D. SOC's/Pesticides,Group I and II (Excluding gC (Dioxin; Diquat;,Endothall, Glyphosphate)** ,,...Lead and Copper. ; Bacteriological 11 Turbidity 1. _ 10A" 4. The well yield test shall be performed as follows: : The well must'be pumped for six hours at .1`.5 times the design-rate or for 24 hours at the design rate. Please provide.the yield'test data conducted.at a constant flow rate during drawdown and throughout the stabilized water level period. Include periodic,water.level observations recorded during drawdown,:stabilized pumping, and recovery periods. Please call me at.(518).402-7650 to:schedule the site evaluation or if you have any questions concerning the OWTS orPWS-well requirements. You may contact'Mr. Joseph, of the Glens-Falls . District Office;Curatolo at(518) 793-3893 for questions concerning other requirements of the Food- Service Facility permit Sin ly; es R:.Meacham,RE: Senior Sanitary Engineer _cc:_- -.Anita Gabalski,GFDO Joseph Ouratolo, GFDO \ Steven Hoertkorn,,owner V (T}Queensbury-`C.EO: _ i DC)NSTATE OF NEW YORK DEPARTMENT OF HEALTH Glens Falls District Office 77 Mohican Street, Glens Falls NY 12801 (518)793-3893 Fax(518)793-0427 Antonia C. Novello, M.D., M.P.H., Dr.P.H. Dennis P.Whalen Commissioner Executive Deputy Commissioner April 20, 2004 Steven Hoertrorn Pinion Pine Lane O� Queensbury,NY 12804 Re: Proposed Food Service Charlie's BBQ (T) Queensbury, Warren County Facility Code# 56-BD44 Dear-Mr?Hoerirorn, I have reviewed the plan submitted for the above proposed food service establishment. I cannot complete my review without the following information: • There was no submission for the UV disinfection included in the packet. Please have your installer submit the necessary samples and documentation needed to review this system. I have once again included the necessary paperwork for this submission. • There were no details in the building including details of the bathroom layout. It would appear that the public toilets have doors on the outside. • There were no lists of equipment specifications, only for two specific items. I need documentation on all food service equipment. • The wall under the hood must be stainless steel. You will also need to have all equipment under the hood equipped with casters. io There was no mop sink located on the plan. t' The sewage disposal plan has been sent to our office in Troy for review. Please submit the information requested above so I can complete my review. You are advised against any construction on site without approval from this office. Sincerely, Joseph Curatolo Principal Sanitarian Cc: Anita Gabalski, District Director John Woodhouse, Senior Sanitarian rode :of-Rcemen Office, (T) Queensbury Dr. Pamela Young, Assoc. Engineer James Meacham, P.E. rage i or i Dave Hatin From: Steven Smith Sent: Friday,June 03,2005 2:29 PM To: Dave Hatin; Mike Palmer; John O'Brien Subject: Charlie's BBQ I just wanted to clarify something with regard to my stop work order due to the lack of drawings for the hood/ductwork.We had previously seen a very sketchy drawing on a sheet of paper that showed some details (but not all) of the hood and duct.This drawing indicated that the hood would vent out through the roof. We have absolutely nothing in the way of drawings or information showing the current configuration venting through the combustible wall. My research indicates several items that appear to be in violation of NFPA-96,as follows: Section 4-2 requires 18"clearances to combustible construction for the duct. If the required clearances cannot be met,an approved clearance reduction system is required. Section 4-3 requires at least one 20"x20"clean-out opening. I did not see any openings in the duct. Section 4-5.2.1 requires liquid-tight continuos external welds at all seams.What we observed did not appear to meet this standard. Section 4-8.3 requires 10 feet of clearance to combustible construction and operable doors for through-the-wall duct vents. The wall itself is combustible. From what we saw,the vent appears to terminate directly above the small bump-out for the cellar door as well, I just wanted to make sure we all had this info in case the contractor calls again. 6/3/2005 TOWN OF QUEE SBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 November 3, 2006 Steve Hoertkorn 7 Pinion Pine Lane Queensbury, NY 12804 Dear Steve: This letter will state for the record that the construction of Charlie's Barbecue is substantially complete but still has remaining issues that must be resolved before a Certificate of Occupancy can be issued. There is an inspection dated October 11, 2006 which lists the Final inspection items that need to be complete before the Certificate of Occupancy can be issued, see attached. Once these items are complete, a Certificate of Occupancy will be issued for the operation of Charlie's Barbecue. If you have any other questions or concerns, please don't hesitate to contact me. Sincerely, rr TOOF QUEEN BURY Da n, irector Building and Code Enforcement DH/mg "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 n TOWN OF QUEENSBLRY 742 Bay Road, Queensbury, NY. 12804-5902 http://Www.queensbury.net June 6, 2005 Mr. Steven Hoertkorn 7 Pinion Pine Lane Queensbury,NY 12804 RE: Charlie's BBQ—Kitchen Grease Hood/Ductwork Dear Mr. Hoertkorn: I am sending this letter to explain to you some apparent issues with the grease hood and ductwork installation at Charlie's BBQ. To begin with, complete drawings showing the hood and ductwork details should have been submitted to this office for code approval prior to any work beginning. All I saw for a drawing was a piece of paper with some pencil sketching showing some rough details of the planned installation. I reviewed the drawing in December 2003 and asked for additional information but never received it. Subsequently, in March 2005, I was advised that Glens Falls Metal had been contracted to install the hood and ductwork. Again, I asked for drawings,but never received them. On Wednesday June 1, 2005, I paid a visit to the construction site based on information from a building inspector that the ductwork had already been fabricated and installed. What I observed at the site did not, in any way, correspond to the original sketch submitted. Therefore, new drawings detailing the new configuration must be submitted to this office for code review and approval before any additional work can proceed on this part of the project. At this time, there appear to be several areas of concern with regard to code compliance for the ductwork already installed. They are: • Lack of complete drawings showing all pertinent details of the proposed installation of the hood and associated exhaust ductwork • Clearances to combustible construction must be met. The code requires a minimum of 18"(inches) of clearance to combustible framing. If the required clearances cannot be met, an approved clearance reduction system can be utilized. • There must be at least one cleanout opening in the duct,with a size of 20"x 20". If the required size cannot be met, an opening of sufficient size to facilitate cleaning and visual inspection of the duct must be created. • Grease hood exhaust ducts that penetrate combustible exterior walls require 10' (feet) of clearance to combustible construction and operable doors and windows. The current "Home of Natural Beauty ... A Good Place to Live" TOWN OF. QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 littp://www.queensbury.net configuration, with the exhaust duct terminating on the combustible rear wall right above the cellar door bump-out, does not meet the required clearances. • All seams in the hood and exhaust ductwork must have liquid-tight continuous external welds. The current configuration contains a flange type connection between the sections of ductwork. I am unable to verify the liquid-tight continuous weld at this seam. Please feel free to contact me upon receipt of this letter so that we may discuss the issues and prevent anymore delays for your project. I take my responsibility to you, as a businessman, very seriously. It is, and has always been, my intention to assist you and your contractor(s)with the timely completion of this project. However, you must understand, I have specific responsibilities under the law to which I must adhere. I cannot approve the construction and installation of any such hood system without submission of the proper drawings for approval, nor can I allow continued work on such a system that is in violation of the code requirements for installation. Thank you for your understanding and cooperation on this issue. Sincerely, Steven 74S *Queensb4Marsha Cc: File "Horne of Natural Beauty ... A Good Place to Live " TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 http://loww.queensbur y.net June 6, 2005 Mr. Steven Hoertkorn 7 Pinion Pine Lane Queensbury,NY 12804 RE: Charlie's BBQ—Kitchen Grease Hood/Ductwork Dear Mr. Hoeitkom: I am sending this letter to explain to you some apparent issues with the grease hood and ductwork installation at Charlie's BBQ. To begin with, complete drawings showing the hood and ductwork details should have been submitted to this office for code approval prior to any work.beginning. All I saw for a drawing was a piece of paper with some pencil sketching showing some rough details of the planned installation. I reviewed the drawing in December 2003 and asked for additional information but never received it. Subsequently, in March 2005, I was advised that Glens Falls Metal had been contracted to install the hood and ductwork. Again, I asked for drawings, but never received them. On Wednesday June 1, 2005,I paid a visit to the construction site based on information from a building inspector that the ductwork had already been fabricated and installed. What I observed at the site did not, in any way, correspond to the-original.sketch submitted. Therefore, new drawings detailing the new configuration must be submitted to this office for code review and approval before any additional work can proceed on this part of the project. At this time,there appear to be several areas of concern with regard to code compliance for the ductwork already installed. They are: • Lack of complete drawings showing all pertinent details of the proposed installation of the hood and associated exhaust ductwork • Clearances to combustible construction must be met. The code requires a minimum of 18"(inches) of clearance to combustible framing. If the required clearances cannot be met,_an gpproved clearance reduction system can be utilized. • There must be at least one cleanout opening in the duct,with a size of 20" x 20". If the required size cannot be met, an opening of sufficient size to facilitate cleaning and visual inspection of the duct must be created. • Grease hood exhaust ducts that penetrate combustible exterior walls require 10' (feet) of clearance to combustible construction and operable doors and windows. The current "Home 'of Natural Beauty.... A Good PIace to Live " , TOWN OF f, UEEl\TSBURY 742 Bay Road, Queensbury, NY. 12804-5902 http.11www.queensbury.liet configuration, with the exhaust duct terminating on the combustible rear wall right above the cellar door bump-out, does not meet the required clearances. • All seams in the hood and exhaust ductwork must have liquid-tight continuous external welds. The current configuration contains a flange type connection between the sections of ductwork. I am unable to verify the liquid-tight continuous weld at this seam. Please feel free to contact me upon receipt of this letter so that we may discuss the issues and prevent anymore delays for your project. I take my responsibility to you, as a businessman, very seriously. It is, and has always been, my intention to assist you and your contractor(s)with the timely completion of this project. However, you must understand, I have specific responsibilities under the law to which I must adhere. I cannot approve the construction and installation of any such hood system without submission of the proper drawings for approval, nor can I allow continued work on such a system that is in violation of the code requirements for installation. Thank you for your understanding and cooperation on this issue. Sincerely, Steven I S Queensbu 're Marsha Cc: File "Horne of Natural Beauty ... A Good Place to Live " VANWO Fire Barrier Duct Wrap 15A Commercial Kitchen Grease Duct.Fire Protection System Product Data and Installation Instructions V. wo �r`'�'. � };� t �`� j� 4 Cvr � ��y fi�.j 1� �fL�i� `'•` ../ '} .'�i�jlt � a, : GA PO NFPA 96 Complies with Complies with C.pb. Inta.tional Stendard IBM. ( INS 1Eddbn Mechanical Code Mechanical Code ES 2161 Hepa12132 ih Fire Barner Duct Wrap -15A Commercial Kitchen Grease Duct Fire Protection System IS r NFPA 96 Comples vita Complies with cnmoumm International Standard • = 159a EdWon Mechanical Code Mechanical Code Product .Data '� " eQkATOP EN 2161 - Rn.t2+= 1. Product Description 4. Typical Physical Properties 3Mn' Fire Barrier Duct Wrap 15A is a fire resistant Blanket Color: gray/green wrap consisting of a patented inorganic blanket Weight: 1.38 lbs./sq.ft.(6.73 kg/sq.m) encapsulated with a scrim-reinforced foil. It is used to fire rate commercial kitchen grease ducts and is a 5. Performance proven alternative to 1 or 2 hour fire resistant rated 3M Fire Barrier Duct Wrap 15A has been tested in shaft-enclosures. This non-asbestos wrap contains a accordance with the following: safer fiber construction*and installs easily because of ASTM C 411 ASTM E 119 its high flexibility and strength. 3M Fire Barrier Duct ASTM C 518 ASTM E 136 Wrap 15A is the thinnest standard, single layer fire ASTM E 84 ASTM E.814 resistant wrap that has passed the UL1978 test which UL 1978 (Sections 12& 13) simulates a grease duct fire. With its,excellent insulating capabilities,it is an ideal choice for tight Surface.Buming.Characteristics(ASTM E 84) spaces because it protects combustible constructions Foil Encapsulated Blanket: at zero clearance to the overlap or collar. 3M Fire Flame Spread:0 Barrier 1000 N/S, 1003 S/L and 2000+Silicone Smoke Developed: 0 Sealants used in combination 3M Fire Barrier Duct Blanket: Wrap 15A provide an effective firestop when the duct Flame Spread:0 penetrates fire rated walls and floors. Smoke Developed:0 Features Thermal Conductivity • Thinnest, standard one layer wrap for grease ducts Temperature OF VC) btu•inAhrAtFeF) rated as a shaft alternative per UL 1978 500(260) 0.417 • Zero clearance to the overlap or collar for 1000(537) 0.922 congested spaces 1500(815) 1.69 • High flexibility for installation ease 1800(982) 2.27 • Foil encapsulated with unique center overlap seam for blanket protection, less dust, and high wrap For technical data and properties of 3M Fire Barrier strength 1000 N/S, 1003 S/L and 2000+Silicone Sealants see • Widest range of penetration seal systems separate product data sheets available from your 3M • Safer fiber construction* representative. 'Has been demonstrated to be soluble in the lungs according to Grease Duct Listings EU guidelines 67/548/EWG,Note 0 for bio persistence. Fire Enclosure System 0me a Polnt Lab.Design Nos. 2. Applications Resistive Duct System Through- 3M Fire Barrier Duct Wrap 15A is an ideal fire Rating P s era ion resistive enclosure for commercial kitchen grease ducts. It is a proven performance alternative to a i or 2 hours 1 layer of 3M Fire Barrier SD 538 32 F FS 558 Fu 1 or 2 hour fire resistant rated shaft enclosures and Duct Wrap rim.3 in. FS 559 W (76 mm}perimeter and provides zero clearance to combustible construction longitudinal overlaps FS 560 F at overlap or collar. 3M Fire Barrier 1000 N/S, 1003 FS 561 F S/L or 2000+Silicone Sealant is used in combination FS 562 W with 3M Fire Barrier Duct Wrap 15A to firestop the FS 563 W duct when the duct penetrates fire rated floors and FS 578 F walls. FS 579 W 3. Availability Code Compliance Product unit Size units/ WL/ 3M Fire Barrier Duct Wrap 15A complies with ctn. M. requirements of the following codes: 3PA Fire Barrier Roll 1.5 inx 24 in.x 20 ft. 1 53 lbs. BOCA ES Compliance Report 2161 Duct Wrap 15A 38mm x so scm x soe cm 24 ka NFPA 96, 1998 Edition 3M Fire Barrier Roll 1.5 in.x 48 in.x 20 ft. 1 106 lbs. Duct Wrap 15A 38mm x 121 cm x 800em 46 kg Standard Mechanical Code International Mechanical Code Where are three(3)apprbved installation Standard Building Code techniques for installing the 3M Fire Barrier Duct SBCCI ES Compliance Report 2132 Wrap 15A(See Figure 1): This is only a partial list of code compliance. For the latest code and approval information go to 1.Telescoping 3 in.(76 mm)Overlap Wrap www.3m.com/firestop or speak to your authorized 3M With the telescoping overlap wrap method, each distributor or sales representative at(800) 328-1687. blanket overlaps one adjacent blanket, and each blanket has one edge exposed and one edge covered 6.Installation Techniques by the next blanket as shown in Figure 1. The visible 3M Fire Barrier Duct Wrap 15A system should be edges of the perimeter overlaps all point in the same installed in accordance with the following installation direction. instructions. 2.Checkerboard 3 in.(76 mm)Overlap Wrap Material and Equipment With the 3 in. (76 mm) checkerboard overlap wrap . 3M Fire Barrier Duct Wrap 15A blanket, 1-1/2 in. method, blankets with both edges exposed alternate (38 mm) thick,24 in. (60 cm) or 48 in.(121 cm) with blankets with covered edges, as shown in Figure wide, 20 ft.(609 cm) standard length. The 48 in. 1. The visible edges of the perimeter overlaps (121 cm)wide blanket helps to minimize waste. alternate their directions and appear on every other • Aluminum foil tape. blanket. • Minimum 3/4 in. (19 mm) wide filament tape. • Carbon steel or stainless steel banding material, 3.Butt Joint With Collar minimum 1/2 in. (12,7 mm) wide, minimum 0.015 in: With the butt joint and collar method, adjacent (0,38 mm)thick, with steel banding clips. blankets are butted tightly together and 6 in. (152 mm) • Hand banding tensioner,crimping tool, and banding wide collar of 3M Fire Barrier Duct Wrap is centered cutter. over the joint, overlapping each blanket by • Minimum 12 gauge copper-coated steel insulation 3 in.(76 mm) minimum as shown in Figure 1. pins;galvanized steel or stainless speed clips, minimum In all three overlap techniques the perimeter overlap 1-1/2 in. (38 mm) square or 1-112 in. (38 mm) dia. can occur at any location on the duct. round, or equivalent sized insulated cup-head pins; capacitor discharge stud gun. The blanket is mechanically attached to the duct by • Access door hardware:four galvanized steel thread steel banding or by welded insulation pins and clips rods, 1/4 in. (6 mm) diameter by 4-1/2 in.to 5 in. for all three installation methods listed above. long(114 mm to 127 mm)with 1/4 in. (6 mm) wing nuts and 1/4 in. (6 mm)washers:4 in. (102 mm) For Banding Only(See Figure 1) long steel hollow tubing to fit threaded rods. Filament tape can be used to temporarily hold the • Minimum 4.0 lb. (1,8 kg) density mineral wool or blanket in place until the banding is applied. The steel scrap pieces of 3M Fire Barrier Duct Wrap 15A. banding is applied around the duct 1-1/2 in. (38 mm) • 3M Fire Barrier 1000 N/S, 1003 S/L or 2000+ from each edge of the blanket, and maximum Silicone Sealant. 10-1/2 in.(26,7 cm)centers. The banding is placed around the material and tightened so as to sufficiently Storage; The 3M Fire Barrier Duct Wrap 15A and 3M hold the 3M Fire Barrier Duct Wrap 15A in place Fire Barrier 1000 N/S, 1003 S/L and 2000+Silicone against the duct,compressing the foil but not cutting Sealants must be stored in a dry warehouse the foil. environment. Pallets should not be stacked. AcQditional Pinning to Prevent Sagging of the Preparatory Work., 3M Fire Barrier Duct Wrap 15A is Wrap:For Ducts 24 in.(60 cm) and larger in width, installed with common tools, such as knives, banders additional pins are needed to support the blanket on and capacitor discharge guns for applying insulation the bottom horizontal surface and on the outside face pins. In order to install the duct firestop system,the of a vertical duct run. Space pins a maximum of surfaces of all the openings and penetrating Items 10-1/2 in.(26,7 cm) apart in the direction of the need to be clean,dry,frost free and free of dust, blanket width,and a maximum of 12 in.(30 cm)apart in the direction of the blanket length. Refer to Method: To minimize waste, 3M Fire Barrier Duct paragraph below for more information on Mechanical Wrap 15A material should be rolled out tautly before Fastening with Pins. measuring. General instructions for installing the 3M Fire Barrier Duct Wrap 15A include a one-layer wrap For Mechanical Fastening with Pins OnIV construction applied directly to the duct. The 3M Fire insulation pins are welded to the duct in the centers Barrier Duct Wrap 15A blanket is wrapped around the of the overlaps a minimum of 1-1/2 in.(38 mm)from perimeter of the duct and is cut to a length to overlap each edge of the blanket, and spaced a maximum of itself not less than 3 in. (76 mm). The overlap made 10-1/2 in. (26,7 cm)on center along perimeter by adjacent blankets forms the"longitudinal"overlap. overlap,and a maximum of 10-1/2 in.(26,7 mm)on Aluminum foil.tape is used to seal all cut edges of the center along longitudinal overlaps. The blanket is blanket and any tears in the foil scrim. impaled over the pins and held in place by galvanized speed clips. Insulation pins that extend beyond the blanket wrap shall be turned down to eliminate sharp points. Insulated cup-head pins can be used at the speed clips. fins that extend beyond the outer layer same spacing requirements of the insulation pins. of 3M Fire Barrier Duct Wrap 15A shall be turned , down to avoid sharp points on the door. NOTE: Support hangar systems do not need-to be wrapped provided the hangar rods are at least a The insulated door panel is placed over the threaded minimum of 3/8 in.(9,53 mm)diameter and spaced a rods and held in place with washers and wing nuts. maximum of 60 in.(152 cm)on center along the The details are shown in Figure 2. length of the duct. Use a minimum 2 in.x 2 in.x 114 in.(50 mm x 50 mm x 6,35 mm)steel angle steel Penetrations(See Figure 3) support channel or SMACNA equivalent support When the duct penetrates a fire rated wall, ceiling or system. floor,an approved firestop system must be employed. Figure 3 illustrates a typical condition. Access Door Installation(See Figure 2) Four galvanized steel threaded rods, 1/4 in.diameter To firestop the wrapped duct, follow the installation (6,35 mm) by 4-1/2 in.to 5 in.long (114 mm to parameters detailed in the following Omega Point 127 mm) are welded to the duct at the corners of the Laboratories, Inc.systems: door opening. Four steel tubes, each 3 in. (76 mm) FS 557 W, FS 558 F, FS 559 W, FS 560 F, FS 561 F, long, are placed over the rods to act as protection for FS 562 W, FS 563 W, FS 578 F, FS 579 W. the 3M Fire Barrier Duct Wrap 15A when fastening the door. Four insulation pins are welded to the door Other Applications panel for installation of the blanket. One layer of 3M More details on the installation of the product can be Fire Barrier Duct Wrap 15A is cut approximately the found in the 3M Product Data and Installation same size as the access panel and impaled over the Instruction Manual (98-0400-5054-8). Insulation pins on the panel. It is essential that this layer N tightly against the wrap surrounding the 7. Maintenance access door opening with no through openings. A No maintenance is required when installed in second layer of 3M Fire Barrier Duct Wrap 15A is cut accordance with the 3M Installation Instructions. so as to overlap the first layer by a minimum of 1 in. Once installed, if any section of the 3M Fire Barrier (25,4 mm). The second layer is impaled over the pins Duct Wrap 15A is damaged so that the blanket is and both layers are locked in place with galvanized damaged,the following procedures will apply: Figure 1 3M Fire Barrier Duct Wrap ISA Commercial Kitchen Grease Duct Systems 1 or 2 Hour Shaft Alternative Zero Clearance to Combustibles Telescoping Wrap Technique With Banding For Ducts 24 inches(60,9 cm)or Less 1 Telescoping Overlap Wrap Option Cross Sectional View 3" (76 mm)_ 3" (76 mm) 2 1-1/2" (36 mm) 2 3 t-1/2" (36 mm) 1 3 - 21" (53.3 cm) Typ. 4 r . t Checkerboard Overlap Wrap Option Cross Sectional View 3" (76 enm) 3" (76 mm) 1-1/2" (36 mm) p 1-1/2" (36 mm) 1 3 (0 21" (53.3 cm) Typ. 1� Butt Joint With Collar Option Cross Sectional View 1, one Layer 3M Fire Barrier Duct Wrap 15A 6" (152 mm) 3" (76 mm) 2. Steel Banding 1/2 in.M3 mm)Wide Min.Typical 1_1/2" (36 m 1-1/2" (36 mm) 3. 3 in. 76 mm Min.Longitudinal Overlap1 z 4. 3 in.(76 mm)Min.Perimeter Overlap - s System integrity is limited by quality of installation. the steel banding or removing the clips holding it in has ripped, seal the rips witn aluminum roll tape. place. t A� •�Afs3fl It "c�'�l ,' i t,I th ro uah a f�frcaM a r�oli ef�3MrRre93ar'rteeba6t'V11'rap'M, @ftiir 3M 1m+Fr'rVM&A r��aVai�ae�e to a 24 in.(60,9 cm)or 48 in.(121 cm) wide. network of nationwide distributors. For information on • The new section should be placed and fitted where to buy, go to www.,9m.com/firestop. ensuring the same overlap that existed previously. • The steel banding should be placed around the 9.Safe Handling [Information material and tensioned so as to sufficiently hold the Consult Material Safety Data Sheet prior to 3M Fire Barrier Duct Wrap 15A In place. handling and disposing of 3M Fire Barrier Duct Wrap 15A. Figure 2 Figure 3 3M Fire Barrier Duct Wrap 15A 3M Fire Barrier Duct Wrap 15A Commercial Kitchen Grease Duct Systems Commercial Kitchen Grease Duct Systems 1 or 2 Hour Access Door System 1 or 2 Hour Through Penetration Systems 4-1/2 inch(11,4 cm)Concrete Floor or Wall 2 3A i 3D 6 ' � 1 ' ' 3" (76 mm) V' s _ 4. 0 OP 3C 6 f�f io 38 3" (76 nnm) 1. Access Hole ': .. 3A 2. 1/4 in.(6 mm)Dia.All Threaded'Rods 3. Access Cover—16 Gauge 4. Insulation Pins—Welded 5. , First Layer 3M Fire Barrier Duct.Wrap:15A Cut 1. Floor/Ceilin or wall Assembly Same Size As Cover 2. Duct 6. Second Layer 3M Fire Barrier Dubt Wrap.15A 3A. One Layer 3M Fire Barrier Duct Wrap15A With -in;125mm OverlapOn'Ali Sides 3B Banding or Pinning 7. Speed Clips` 3C. Packing Material 8. Aluminum Ta Covering All Fic osed Ed es 3D. 3M Fire Barrier 1000 N/S.1003 S/L or 2000+ 9. Spool Rie6b§lFbr Threaded Rods::, Silicone Sealant For Walt Assembly Apply 10. 1/4 in.(6rrim)Diameter Wing.NUW:. Sealant To Both Sides of Wail System integrity is;lmiEedby quality of,installation. System integrity is limited by quality of installation. Warrably and Limited_Reined- This product will be free from defects in material and manufacture for a period of ninety(90)days from date of purchase.-.3M MAKES NO:OTHER WARRANTIES INCLUDING,BUT NOT LIMITEDTO,ANY IMPLIED WARRANTY OR MERCHANTIBILITY OR FITiVES&:FOR A PARTICULAR-PURPOSE. User is responsible for determining whether the 3M product is fit for a particular purpose and suitable for user's'method of application. If this 3M productis proved;to be.defective.withih;ihe warranty.period stated above,your exclusive remedy an 3M's sole'gtiligatign_shall be,,at 3M's option;to=repiace;or;iepair the 3Nl:prod66i or refund the purchase price of the product. Limitation of Liability.Eiicept where prohibiteii;by law;31N will not be liable for any loss or damages arising from the use of this 3M prod- - uct,whether direct;lndireia,special,incidental or corisequentlal,regardless of the legal theory asserted,including warranty,contract,peg ligence or strict liability. Consumer Safety aud:_Iight Management Department 3M-Center 223-2N-21- St.Paul,N4NI 55144-1000. Primed in U.S.A. Mcs zossso (800)328-1687 ®3M 2001 93-0400-5066-2 (Nov 2001) Model . ........... k . 7'. I . a Revolving Racks: (15) 1.2"x 36", Cooking Surface: 45 Sq. Ft, H I,,c O PITS 1 J ,, M, W-0 . L SSSIVj 961/2" I. 54 O 0 2A' �. s 32,n' i 78' n• - a3,n° ,sn Construction:,;Heavy Duty 1208u9e`Steel lr►terior(100%welded &inspected seams);Tubular..Steel-Frame;22 gauge stainless steel exterior„M1neral,W66f7n9gletfdn-rated200.degre®s:f,(co_irlslns`, no:esbestds'o 'dFlberg0ass) =-------_-- Electrical: 110 Volts, 60HZ,Single Phase, 15Amp-AVOID NON- GROUNDED EXTENSION CORDS. 2 DOOO Burner Gas Burner: 65,000 BTU Buer with Electronic ignition, SWINGS/ available for L.P.or Natural Gas. - Firebox: Two(2)regular fireplace size logs will last for up to 6 hours of cooking. Air over firebox circulation. Temperature Range: Thermostat control range 100 degrees F. to 20' 1 325 degrees F. C DOOR. SMNG�i Upper limit Control Switch:Extra Safety Feature. f Dial Thermometer: '042 01ameter-•.- Hoavy.Dufy Foot.SWltcfi:-RotissefieAdvance. 20" DOOR % _,Casters: Four,(4),'Heevy44ty;;ETLApproved.. SWING Convection System:One'(1)971 H1?.iiiotor. 10"fan blade provides a mix of both heatand smoke for product consistency. 13° Flue: 4"diameter. Grease Drain: 2"Pipe with 2"Ball Valve. Y6feigiif:-2120;Itis.; uncrated. Rotisserie: i5'Racks;72"X36'; SSq_.FG.CooklrigSurface. Nickel-chrome (stainless available at extra cost)Removable for easy 00 cleaning. C Rotisserie Drive: Heavy Duty 114 HP Motor-long lasting chain drive system utilizing gear reduction. ck c Direct Vent - Inside Installation Ole Hickory Pits Models SSM,SSG,SSL and *Rain Cap SSE with Smoke Evacuators are ELT Approved. ELT#5505536 Not Supplied By Ole Hickory Pits *Direct Drive Upblast Centrifugal Ventilator UL E5236 MH12596 G— *10" Dia.Flue *4" Dia.Flue Smoke Evacuator 0 O KV070301 FAN RECEIVED AUG 16 20 TOWN OF QUEENSBURI( BUILDING Ai�iD CODE VENTED CURB ACCESS DOOR ROOF 17 1 /2 X 17 1 /2 EXHAUST DUCT SOLID WELDED 14' X S-6" HOOD 6,_6„ WALL FLOOR WALL CLAD WITH 22GA STAINLESS STEEL THE FULL LENGTH OF THE BACK WALL 171/z X 17�/2 AND 4' OF THE SIDE WALL. _ DUCT HOOD Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection r receiWed: Queensbury Building&Code Enforcement Arrive: a Depart: a 742 Bay Road, Queensbury,NY 12804 Inspector's In NAME: CV. Qnt E11) Q _ PERMIT# LOCATION: — JLA9 DATE: — _ -- 77 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/hoof Complete Exterior Finish/Grade Complete 6"in 10' or E 4uivalent - Interior/Exterior Guardrails 42 in. Platform/Decks Pt=cZf`�I ►Ri�C 1T �� Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required tk)� ��G� P► Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or E uiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka _ ol97tJ�� V'�� W Relief Valve,Heat Trap/!Water Temp. 110 Degrees Maximum /,r L C LO 1 L-L ,BE Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System +� Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers �® u— L>J 1 tJ Z Gas Furnace Shut Off Within 30 ft. or Within Line Of Site vapro® Oil Furnace Shut Off at Entrance to Furnace Area (irbesorton) 15M,T � 'O Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors As soon as pregnancy is detected,discontinue AVAPRO(please see boxed WARNING regard- > 10%> 1000 S .ft. log Use in Pregnancy in the accompanying full prescribing information). B2-P0042A 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors — Ceiling Fire Stopping,3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required G�� \� Elevator Operation and Si a e/Shaft Sealed N Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible \,A �� 'J Handicapped Service Counters, 34 in., Checkout 36" 7 It Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Surve ew Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit t0 Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay RoadU Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-8206 Business Name:' aaoIle's, � 'C Fax: (518) 745-4437 Location: Type of Ins ecHon N/A Yes No EXITS: Exit Access COMMENTS Fait Enclosure Exit Discharge EVAC Plan AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign—normal Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression—kitchen Fire Suppression—Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection �� Fire Lane � F.D.Si e—UtilityRooms ®� � AW010' No Smoking Signs IP 57 Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) ❑ Denied ❑ Call for Recheck Inspecte y: L VireMarshaNinsptopermitto occupyform.doc Commercial Final Inspection Report Zoc co Office No.: (518) 761-8256 Date Inspection req st cei _ Queensbury Building&Code Enforcement Arrive:� a p Depart: .0 am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initi NAME: CA\A+%h1 E'h t3aC1 PERMIT •,1� — 'Z LOCATION: �6TFkTP R�F—I� DATE: �—`�j —per COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/hoof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. V. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Okay z Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. 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 '/s doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . 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 a e/Shaft Sealed Handicapped Bathroo rs L,5inks/Toilets Handicapped Bath Pa Lot Si na e Public Toilet Room Handicapped A—cces—si6Te Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. NO As-built Septic System Layout Required or On File T� oL— - Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sidysr6y 20' /Driveable face 20'wide Okay To Issue Temp. r Permanent C/O Okay To Issue C/C L:\Building&Codes For wilding&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit t® Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: rime: G Phone: (518)761-8206 Business Name: CIS C= Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure ` Exit Discharge 1 4— EVAC Plan s! AISLES: �k2 � �o/?- Main Aisle Width A7 Secondary Aisle Width �� EXIT SIGNAGEC�,��—�' � Sign-normal Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING _ FIRE EXTINGUISHER: s Hun Nev)?- Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen C� %j'l�✓a�r S' t I J �/7�1 r�►dj Fire Suppression-Gas Island , ,.I-_ Hood Installation �0VJ"C 6U yow M TI4;Z1 All, AAJQ Interior Finishes � ' �sp�r1 /d► 5��+Ur1 Storage Compressed Gas Clearance to Sprinklers X iz56 /,/P *LL &1 ee 1,0t- Clearance to Electrical ISO1_ n 5r-ki�,L Electric Wirin Enclosed f j�� 6 Combustible Waste &) I k\ Vehicle Impact Protection Fire Lane tropepi L40el F.D.Si na e-Utility Rooms No Smoking Signs , Maximum Occupancy Sin e- Emergency Evacuation Plan IPA bqs', ro pproved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied ❑ Call for Recheck = Inspect By: L VireMarshaNnsptopermitto occupyform.doc 0�,J 2--Z/ S /,,71/Z)7 z Commercial FiPfal Inspection Report Office No.: (518) 761-8256 Date Ins ection re e c ive Queensbury Building&Code Enforcement Arrive: �� Depart: a m 742 Bay Road, Queensbury,NY 12804 Inspector's Imti ,, r��, L&�NAME: �� -� � _ PERMIT#: LOCATION: DATE: 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 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Ste Risers 7"/Treads 11" tJ? Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. e*3 lc�?NL-V- voo,�— Gas Valve Shut-off Exposed&Regulator 18" Above Grade �TLNE� Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System rr s tN kw 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 �p1C E�j > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . 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 a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets '�'�� Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical 1© 6 V\- L;i E1'S 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 Water Fountain or Cooler Building Access All Sides b 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc y �� nF NFi C P��CSKCIr�\� Edward K. LaPoint, PE PO Box 190, 8 Ward Lane Cleverdale, New York 12820 518-744=4411 3 May 2007 Mr. Steven Hoertkorn 7 Pinion Pine Lane Queensbury, New York 12804 Re: Acceptable As Built Inspection, 5/1107 Charlie's BAR-B-QUE 990 State Route 149 Queensbury, New York 12804 Dear Mr. Hoertkorn: The above referenced project was as built inspected on 5/1/07. The work has been completed in accordance with the approved Plans & Specification prepared by Williams &Williams (Plan No. 249603) and sealed by the engineer on 11/2/03. The final finishing work should now proceed through to completion. .Please feel free to contact me if you have any questions or comments. erel , Edward K. oint, PE t � s� 1 r` - � � t .. ' ��, :: �, .. .�� ' --��r � 4 �� d�,� �� t� e �, �� D�1��, t � 1 l �, 1� � � h. �.� .. 1. ,, . S : � � ��} � 1 ' ' • �� 1 �� i t 1 •� �` COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE ELECTRICAL APPROVAL Permit No.. . ..... :1Z&--Cert. N2 94864Cut-in Card No..................................... Owner........ ............... ................... ........ .................................................................................................. Location......i!&&......... —"4V 7 Installation Consisting of.Z................................/../ ..................... B&W. . ....Zo.../— S ................................................... . ,..97Y 0-- .............. .......& ............. ................................................................................................................................................................................... InstalledBy......... .. ....................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of ma)i inspections at any time, and if its rules are violated,the Company shall have the right t oke is jr,drtificat--*7 Date.... 7 t tar .. .................................... INSPECTOR..:....... ..... ............................................. ........................... Septic Inspection Report Office No. (518) 761-8256 Date Ins on est re iv Queensbury Building &Code Enforcement Arrive: 0 part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME: "AR L=A V=-7 N—)- IT NO.: D-A--q-21P LOCATION: _sS f FiT'E Vzy's- E 1 LAct I ECT ON: \7_—I�n—O 4 RECHECK: Comments and/or diagram Soil Type: Sand I Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft, Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size lype Building to tank Tank to Distribution Box Distribution Box to Field Pit Opening Sealed: Y N Partial End Ca Inlet/Outlet Pipes &Baffles Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Co of Plan N n ineer Report an As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use fis: T<Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 12/15/2006 10:12 5187928511 VAN DUSEN AND STEVES PAGE - 02/02 NACE ENGINEERING, P.C. , 169 Haviaand Road, Queensbury,NY 12804 Plione-518-74-5-4400 Fax -518-792-851 l December 1.1, 2006 Job 447370 Mr. Dave:Hatin VIA FAX— 745-4437 Town.of Queensbury 742 Bay Road Queensbury,NY12804 RE: Septic System Inspection Charlies Barbeque Dear Dave: This letter is to inform you that we inspected the completed septic system-for Charlies Barbeque on April 5,2005 and May 1.7,2006. The septic system as installed was for a 50 seat restaurant and consisted of a 1,500 gallon grease trap, 2,500 septic tank, pump station & force main and 600 11 eal .feet of absorption trench constructed with stone and perforated pipe. The system conforms to the .requirements of the approved design drawings. Please call me if you have any questions or concerns. Sincerely, Thomas R. Center Jr. ,PE. cc: Mike Shaw,PE (NYS DOH) Steve Hoertkorn _ o ' Commercial Final Inspection Report 'Low Office No.: (518) 761-8256 Date Inspection re c ive . Queensbury Building&Code Enforcement Arrive: a Depart: m 742 Bay Road, Queensbury,NY 12804 Inspector's Ihiti s C, NAME: — PERMIT : LOCATION: DATE: COMMENTS: Y N NA Chi irect Vent Location R©� r1umbing Vent Through Roof 6"/Roof Complete _ Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Fj kL: � Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Q t:�NL-Z Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Waterti t/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum _\ Boiler/Furnace Enclosure 1 hr. 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 \—V" > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire V—v5E* Dampers/Fire Doors blj Ceiling Fire Stopping, 3,000 s . 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 a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Si na a Assembly Space Final Electrical Site Plan/Variance required Q� 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 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Framing / Firestopping Inspection ort Office No. (518)761-8256 Date Ins ection r es r e' ed: Queensbury Building&Code Enforcement Arrive: m/ -epart: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initi Is: NAME: �� PERMIT#: -' lq LOCATION: �pV-[-F ILI� INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum �uc�Pp Lfl�ov`T- FaR �`t�►P-� Jack Studs Headers � Bracing/Bridging Q �� Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I %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 %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 a 9 Septic Inspection Report / Office No.(518)761-8256 Date Inspection requ ?ep, Queensbury Building&Code Enforcement Arrive: prt: a 742 Bay Rd., Quee bury,NY 12804 Inspector's Initia NAME: IT NO.: LOCATION: M I to =SPECT ON: RECHECK: Comments and/or diagram Soil Type Sand am/Clay Type of Water: Municipal/ ell Wate Waterline separation distanc Well separation distance k o D ft. -4- Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Si Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank LA Tank to • ' Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations -vD Foundation to tank ft. Foundation to absorption ft._ Separation of Pits Conforms as per Plot Plan Y N Engineer Report and As-Built Y N � �� Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat s: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 116105 Foundation Inspection Report Office No. (518ate Inspection r uest re ei ed: dzo Queensbury Buirrive: m/pm Depart: a ' in 742 Bay Rd., Qnspector's Initi s: L=A10V-1A2A2 NAME: �LOCATION: Mel OL1 TYPE OF STRUCTURE: Comments Y N N/A ootin .� iers Monolithic Slab Reinforcement in-Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampprooting Foundation/Waterproofing Type of Dampproofing/ 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:\SueHemingway\Building.Codes.Inspection.FORMS\roundation Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report C3" Office No. (518) 761-8256 Date Inspection re st r e' e Queensbury Building&Code Enforcement Arrive: _a pm rt: IQ a nh m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: e- NAME: ��Ra LA E`� PERMIT#: � LOCATION: INSPECT ON: �o �21— ,rj TYPE OF STRUCTURE: Framing Y N 1 /A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %x (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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHcrningway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE _ Received: Permit# INSPECTION ON: Name: O l� AM PM ANYTIME 4 Location: LL uK APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG f FIRE EXTINGUISHER INSPECTION � � u FIRE EXTINGUISHER HYDRO - FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINELECTRICAL LECTC ERS CAL Ft ��CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE n �� VEHICLE IMPACT PROTECTION - a- FIRE LANE 6—( A4 F.D.SIGNAGE-UTILITY ROOMS �- NO SMOKING SIGNS � C� MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN ),4L- L -, OK THI:TDAE Off( F CO 14MOK sPECTE B COMDEV/CHRISJMiORD1LETTERS2001/FIREMARSHALINSPECTI M P'ORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Rough Plumbing / Insulation Inspection Report_ Office No. (518) 761-8256 Date Inspection request c iv Queensbury Building & Code Enforcement Arrive: Ini a p epart: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's tialn°. ` r NAME: e S 5 y c ye- PEW IT #: 0-� — 9 Z io LOCATION: ) INSPECT ON: 5 L >� TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check. Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape Ix LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re s r eel ed: Queensbury Building&Code Enforcement Arrive: p epart- am m 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: NAME: — PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Z�� Framing N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side _-- Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wa 6`` ,,�� p ► 1,` Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping V1 Penetration sealed 16 inch insulation in cavity in. � Garage Fire Separation g House side %z inch or 5/8 inch Typ, X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. 5.7 sf abboo ve/below grade L 5.0 sf grade �•� �� A �� J�� LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 r Septic Inspection Report Office No. (518)761-8256 Date Inspection req st r ce' e . Queensbury Building&Code Enforcement Arrive: p part: ae i m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial : r NAME: ��-�A�I�IC� ��I��FC )� P IT NO.: LOCATION: i LA SPECT ON: 7_6—Qr7- RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. �� Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone �i D Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box \ " Distribution Box to Field/P' Opening Sealed: Y/N artia Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N 1�'�� Location of System on Property: t�� Front ear t Side ight Side Middle Front Middle Rear System Use Statu . Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Z � $3 V cDpi Framing / Firestopping Inspection Report C,�� Office No. (518) 761-8256 Date Inspection r rQ r ce' ed: Queensbury Building& Code Enforcement Arrive: am/pr�i D part a p 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: 1—\ F_ PERMIT#: LOCATION: n — INSPECT ON: — TYPE OF STRUCTURE: C,O 1M tM '31 DC--) Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. L�`\lp—-,V, � Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses �il►�-c,p�r.� ��6\� �Q Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. v �L Garage Fire Separation u�T\t,- �5 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) k�RL 1 5.7 sf above/below grade D 5.0 sf grade L:\SueHemineway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 1'I Rough Plumbing/Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r u st re 'ved: Queensbury Building&Code Enforcement Arrive: m/p part: 742 Bay Road, Queensbury,NY 12804 Inspector's Initia L r NAME: �Ll �L1 F L �R�i�jF C'_l�E- PERMIT#: LOCATION: �_ 1' INSPECT ON: TYPE OF STRUCTURE: (o C-))B 1 Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test i D ' nd Vents 5 PS 10 ft. above highest onnectlon for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: •L:1SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Septic Inspection Report Office No.(518)761-8256 Date Inspection`que ece v d: 7 Queensbury Building&Code Enforcement Arrive: a p r` part: r am/ iti ., 742 Bay Rd.,Queensbury,NY 12804 Inspector's In al . NAME: - IT NO.03 [ LOCATION: B'`SPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches $. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built i Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: pproved E5Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re es rec iv Queensbury Building&Code Enforcement Arrive: p art: .-2 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: CAPkN XF—b l�j1:�EB 'E-�� PERMIT#: 7Z`1` 3— z(.n LOCATION: t&TP T a P,ok J, !Aq INSPECT ON: t —� j TYPE OF STRUCTURE: ,�, Y N N/A. COMMENTS FFramings/Headersng/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. VOf-)CA-\U�57 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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemin-way\BuiIding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 loc.Gd t\V) Framing / Firestopping Inspection Report c�70 Office No. (518) 761-8256 Date Inspection re st ei d: Queensbury Building&Code Enforcement Arrive: p D art: 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: E I-lR R L l C PERMIT#: — LOCATION: p �17 INSPECT ON: — TYPE OF STRUCTURE: Framing Y N N/A COMMENTS V�, Jack Studs/Headers (�R�� i 53ETLi_JEf � 1 Bracing/Bridging Joist hangers `1 Jack Posts/Main Beams Pam- ,6 t tz) QiAbemele T t, Exterior sheeting nailed properly �X, LLC,Pr 1!L,! 12"O.C. / Headroom 6 ft. 8 in. �/ — i�0 O M%p ��{�L Fie Stairwells 36 in. or more L� RREA AA MC066ER) Headroom 6 ft. 8 in. `C Notches/Holes/Bearing Walls — !4.� �1 t, FLW4i S?)R 1 C(A i1)G Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 2)0)C, DOT ®P V-IZDP Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Tb A �� Fire wall 2, 3, 4 hour � flt2c-J � 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) 7 5.7 sf above/below grade C �j �1��`R 5.0 sf grade Rfl l�j �� ► �� CF- ��a U\L FPOULc_jrko� 1-)0 s�►�LASueHemingway\Building.Codes.Inspecti on.FORM S\Framing Firestopping Insp ion Report.doc January 28,2003 `6��•P ��-RLJ:t � C�� Fob rrt o�� V Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ recei}�zi. �. Queensbury Building& Code Enforcement Arrive: n/p Lye rn 742 Bay Road.;,Queensbury, NY 12804 Inspector's Initkas-- r NAME: ; C- PERMI LOCATION: INSPECT ON: TYPE OF STRUCTURE: �. Y N N/A naming COMMENTS t ck— -. I I V I Jack Studs/Headers Bracing/Bridging Joist hangers Posts/ � � Jack Posts Main Beams I Exterior sheeting nailed properly r 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls \ Metal Strapping for Notches Top Plate 1 %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 snow 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'mch Type X Ceiling/wall Windows Habitable Space/Bedroom_ s 24 in. (I-1) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade ~ "= r L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestoppin' Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: ' Queensbury Building&Code Enforcement Arrive: a Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: l �� PERMIT#: 3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y IN N/A gotingsab 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 l r� �o� / Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: t Queensbury Building&Code Enforcement Arrive: a epart:6�.- U am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial \ 1 NAME: GL 1 S �P PERMIT#: LOCATION: C � INSPECT ON: --O TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width -6 ' ches above footing mil i)olv for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\.SueHenungway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection req st r c ' e Queensbury Building&Code Enforcement Arrive: a pm Depart: arr 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: OIN41�ff I P #: D 3 ` LOCATION: t'`fq SPECT ON: 1 L3-- GU TYPE OF STRUCTURE: 6� � Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place v V `; Foundation Dampproofin o n e o ype of ampproofin /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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 ��- o Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ rec 'ved: Queensbury Building&Code Enforcement Arrive: al p Depart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s: l NAME: A3 PERMIT#: _ L LOCATION: �,� G , C� ((� INSPECT ON: - TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab i Remfo cement in Place T e contractor is responsible for p oviding protection from freezing or 48 hours following the placement /moaterials f the concrete. for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re est e d: Queensbury Building&Code Enforcement Arrive: p Depart: a 742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Initi Is: NAME: RMIT#: 3 LOCATION: / ECT ON: F G 3 TYPE OF STRUCTURE: �rz � Comments Y N N/A Footings 1" z` Piers onolithic 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHIemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 a