Loading...
2004-041 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: P20040041 Date Issued: Monday, March 21, 2005 This is to certify that work requested to be done as shown by Permit Number P20040041 has been completed. Tax Map Number: 523400-288-020-0001-020-000-0000 Location: 1172 STATE ROUTE 9 Owner: GREAT ESCAPE THEME PARK LLC Applicant: GREAT ESCAPE/COMET FOOD CONCESSION STAND This structure may be occupied as a: By Order of Town Board Commercial /Industrial Unheated TOWN OF QUEENSBURY (— )j 4 4 t- Director of Building&Code Enforcement -qq` TOWN OF QUEENSBURY 742 Bay Road,Qwensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040041 Application Number. A20040041 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT ESCAPE/COMET FOOD CONCESSIONS For property located at: 1172 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: GREAT ESCAPE THEME PARK L : C/O PROPERTY TAX SERVICE CO Commercial/Industrial Unheal $12,000.00 2351 W NORTHWEST Hwy Total value $12,000.00 DALLAS, TX 75220 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2004-041 Comet Food Venue Building- Great Escape 676 sq ft Commercial,Unheated Building $50.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,March 03,2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o eens d esday, March 03,2004 SIGNED BY for the Town of Queensbury. Director of Building Code orcement Project Name: The Great Escape BP# —0 1 1 Address: 1172 Route 9, Queensbury NY 12804 Building Permit Submission Checklist Multiple Dwelling Commercial Projects All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed... ... ... ... ... ... ... ... ... ...... ... .. Dyes Ono ❑n/a 2. Energy Form or CheckMate Energy Code Gompliance Forms Complete ... ❑yes Ono K]n/a (submit 2 copies) 3. Energy Gode Inspector's Report from Checkmate Program... ... ... ... ... ❑yes ❑no ©n/a (submit 2 copies) 4. Septic application completely filled out(if applicable)... ... ...... ... ... ... ❑yes [:]no ©n./a 5. Electrical Inspection Form... ... ... ❑ye ❑ ❑ da 6. Two(2)sets of plans showing the following: ... ... ... ... ... ... ... ... ... ... ... ... ❑yes Ono ❑n/a 6a. Floor plan(s)... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... ... ... X yes Ono Oda 6b. Foundation plan... ... ... ... ... ... ... ... ... ... ...... ... ... ... ... ... ... ... .. X❑yes [-]no Oda 6c. Gross section(s)... ...... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... Mrs Ono Oda 6d. Elevations ... ... ... Mrs Ono ❑ da 6e. Design loads including floor,snow load,and wind load... ... ®yes Ono Oda 6f. Seismic design(required after Jan. 1,2003)... ... ... Dye ❑ ❑......... ...... ... s no n/a 6g. Plans signed by registered architect or engineer,signed... ... ... . ®yes Ono Oda and sealed by a registered architect or engineer 6h. Window and door schedule... ... ... ... ... ... ...... ... ...... ... ... ... ❑yes Ono Un/a 7. Two(2)site plans showing location of the structure to be built, ... ... ... ®yes [-]no ❑n/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. 8. Solid Fuel Burning or Gas Appliance Form(if applicable)... ... ... ... ... . [-]yes ❑no ®n/a i 9. Driveway Pernmit... ... ... ... Ors ❑ 1 Date: Staff Initial: L:\SueHenungway\BuMing.Pemut_FORMS\Generic(I doc January28,2003 Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 Q �i _ A permit must be obtained before beginning construction. Permit File No. No inspection will be made 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 By: application form. IRE V ED Applicant: The Great Escape Owner: The Great Escape Address: 1172 Route 9 Address: 1172 Route 9 004 . Queensbury, NY 12804 Ow OF QUEE Phone#( 518)792 - 3500 Phone#(J,)�-- '1snn ILD/NG AND CppE Y Property Location: Lot Number: / House Number / Subdivision Name: Tax Map Number: 288.20-1-20 mx New Building: residence /commercial Estimated Market Value of Construction:$ ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'1 � ❑ Other work(describe Check OCcupancylnformation 1` Floor 2° Floor Other floor Total �+- Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ Manufacturin ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage o 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential Mr- Other Food Concession 676 What is the proposed height of the structure 19 feet 1 inches Will any second-hand or ungraded lumber be used? If so,for what? No Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: None Number of FLreykwcs to be installed 0 Number of Woodstoves to be installed Q_ List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number - - ----- B fidor--E-dgar Ferry Corrstructi:on iia..a�;er, The: Gregg� txr. . ib — Plumber Same Mason Same Electrician Same 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 trae 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 specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director f Building and Codes, s Built Surveyby a licensed surveyor;drawn to scale,showing actual location of all new co ction Signature: / owner,owner's agent,architect,contractor c DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING CODE (BC) Building: COme4 6k1;CSJ'-' SIO NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: G"a fiy— NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) �h 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-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 6 No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown NA= Not Applicable 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 & BuildingAreas reas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 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 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/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150' rule) o� s� Il FC- WO 15' 3 i 14. Exterior Walls Distance Separation* BC-Table 602 82 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 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental 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 Stoppin %BC-716.3 108 16. M. cRe � Ke ons C' � Zv8 2 mr -1207.1 25.51 Min. �BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light (Nat. or Mech.) BC-1204.1 250 19. Exits v e� 18L loo I?-z-1 9,10 Occupancy Load BC Table 1003.2.2.2 201 Q One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 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 1 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails BC-1003.3.3.11 215 6vc ds be l6D3,3,2.i1— zd-r mav JAM Page 3 of 10 4/,o � `- No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow oading---Ground BC Fig 1608.2 296 Snow Loading---Roof(talc.). ASCE 7-98 04- Driffing 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 (talc.) BC-1609 297 Roof Walls Windows Seismic Loading (talc.) 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 w000 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-I107.6.1.1 241 #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 27. SPECIAL INSPECTIONS [BC-1704 379 Notes: F,lsk a I -e K1mvc<j a, 4 4A - JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Centrjl 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+Zpwef FC-907.4.1 40'7•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 ser+etit� FC-9o3.Z,/u, 1 Sao 29. Plumbing Code Fixture Count PC-Table 403.1 21 Water apply 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 Veri tion Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MG-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MG-507 37 Kitchen Make-Up Air MG-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 Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: Z— + S40W S�►�tAc( JAM +cJE, �� Fa�e�� Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area 1perease 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: A.=A, + (A x Is)+LA x I =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= 0.7CBCfIP9= Flat Roof Snow toad Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce = Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Cf= 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 8. 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. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 113rd 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 fire 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 ? hr. rire 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 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: — Inspector's Initials: NAME: C���ET Co 1C1 1e�r.1 PERMIT#: LOCATION: r� A E,6cy E DATE: �`]�--Z1 TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more P.stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents BuildingNo./Address visible from road Final Electrical Site Plan /Variance required Final SurveyPlot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Oka to issue C/C or C/O Temporary/Permanent L:\PamW\BuildinQ&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 y Commercial Final Inspection Report . r Office No.: (518) 761-8256 Date Inspection Vs: w 1 Queensbury Building&Code Enforcement Arrive: Qepart: - a 742 Bay Road, Queensbury,NY 12804 Inspector's InitiPERMI " LOCATION: I DATE: 1 COMMENTS: N NA Chimney/"B"Vent/Direct Vent Location _ Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent ,,,► � �� .ate, Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks i7� 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 re uired 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 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 '/2 doors > 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 Signagej 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 Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical 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 by 20' / iveable Surface 20' wide Okay To Issue Temp. o Permanent C O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc 6 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: Nature: -�f �. l,� 0 AM , PM ANYTIME ALocation: � APPRQVED _ -�- -�N/A YES NO COMMENTS EXITS _ AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING - FIRE EXTINGUISHERS W FIRE SYSTEM i FIRE SPRINKLERSYSTEM­--- No � �� �a l of �� • FIRE SUPPRESSION SYSTEM­ HOOD HOOD INSTALLATION �_ INTERIOR FINISHES _ STORAGE COMPRESSED GAS "_-�__,__. _ CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING J UNITS - TO ELECTRICAL " L� CLEARANCE REQUIRED SIGNAGE EMERGENCY PLAN _ MAXIMUM OCCUPANCY SIGN CHIMNEY ` . MASONRY _ROUGH IN '- _ FINAL _ CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD _ .- - --- STOVE _--_`-_ROUGH IN _ FINAL VENTED GAS I! APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN - OK THIS DATE 4K R CO NOT OK FINAL _ FIREPLACE FACTORY BUILT ROUGH IN INSPECTED BY ...... � - COMDEV/CHRISJIWORD/LE7TERS20011FIREMARSHAUNSPECTIONREPOR 11022001 YELLOW OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Q1 Main Office 176 Doe Run Road-Manheim,PA 17545 S/ MUNICIPAL CERTIFICATE -76071 ELECTRICAL APPROVAL��tt Permit No............//''II.... n...................Cem N 0 / 6 0/ 1 Cut-in Card No........... .:/.............. ...... Owner.................C9./C-;f-/-T Lv"S�'/�?'P� ................................................................................................................................. oD S� .............. ................ Location.............................................................................................................................. Installation Consisting of... ^ r eC / / R L C f............ . . ... ..r.......'.... lJ.../- ............................................................ .............................`...�......................,../.............................................................. .......... ................................................. InstalledBy.......y.' ..!/.� ...................................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 maki inspections at any time, and if its rules are violated,the Company shall have the right to r��'pke t ificate. Date.....r�..._........�.. ............ INSPECTOR.. e ..... ......................................................................... Member N.F.P.A.,I.A.E.1. May-21-04 08:31A NY Fiery & Signal 528 792 5199 P_02 Lange Hoard Systems Report -8�3iVtCF OMARNY eaATE ar b: " -�' -,-- 11MC AM. P M AHIe1,+AL SFYe-NNrAlAL IeG3E N/1111IA' FW-H0VA NON YGRK�IRE`�51tAL CORP. Lor.AfH4J�C 4 GLENS FALLS M- ICAL PARK GLENS FALLS NY:12801 NMiQAGTt7FFR MCUPI M�I+�R Wt� � � UHT C HEM" �} J�1 �' CYLN�CA94*E MMrOt CYlNi1 R 9iJtc fo►v► CY1 A1&II8W-^MAW 2 F-mm Loam W,r. H.13'[LlTIKQ ZF t rVK UNKA rt&r �iTFil=ft ..CllSTpMFp SIN/rAFF CLC,TW RA9 .1((� Adeiress � _ -- y-•I Alit"YVW ERTM LASa - ~'1x - .� MWJtJrACrilgEla$MWpACeeCt'iliiFK'.F ,.••-•-�� $wee Nb. -- PAc&Noe F1- OAA1MNti NUMOM Owner or Menaper-- __. .�...�......... ,.�......_. COO KM APPL14NCE LO7---L EFT TO RIGHT _ -- ., i,Au appliances pmp"emerea w/correct nozzles 20.Reph oed fuse links e. Duct and plaoum oovored w/comml nozzios 21, Check travel of cable nuWS-hooks _ 3.Che-dk weltioning of all►mzrhss.. ✓ 22. Pipl►1g&conduit 8scUrety brocketed 4.Syatern irtetatled in acmidan©e W/MFQ UL fisting `� 23.Proper separation between fryers&flarritr S.Hooa/duet penetraiiE►ns sealed.w�hwid or UL device 24-Proper clearance-tlantei to filtars 6.Check if seats intact,ovjd�va-&4f tempering _ 2S. Exhaust fan in operating carder 7.If aystam tu&.%been discharged;report%ame 25.AN biters replaced iPPI �8.Pressure gaUge in proper range(If gauged) 27. Fuel W-KA off in on posftion 9.Qheck cartridge weight(if aWjC:Uble) 26. Manual S remotes saVsaals in place � 10,Hydrostatic test date 29.Replace systems covers _ 11,6 year rtta)nb nance date; �` 30_System operational,&Umir,In place 12. inspect cylinder and mount 31,Slave ayatsm pperatlonai 13.Operate system from terminal Erik v/ 32_clean oyandw&mount 1+4,Test for proper operation from remote - 33. Fart warning sign on hood 15. :hock operation of micro switch Sit. Personnol f lxucrea in manual operation of system D. 1 S.Check operation of gas valve y� 35-Proper hand porrabte extirgulshors . 17. Clean nozzles ,T 38_ Portable extinguishers grape dy smiced _ I& Proper nozzle cGw m in piate . __� 37.Service&Certification tag on system � 19.Chet*fuse links and clean NOTE DISCREPANICES OR DEFICID4CIES BELOW COMMENTS: Can this dale,the above system w�s tested and k cted In accoh iance with procedures of ttee preswtly adopted Odibons of NFPA 17, 17A196 and inn manufacturees manual and was operated acmding to these p=ei ure:s with results indiested above- SFR=E:TECHNICIAN PERMIT NO. DAZE: TIME, IM PM rcAwRS AUfHORtZW AGENT The ahoy®mviee We nimn nPrig"that the system was pe3rsonaOy kqmcled and found amolkinns to be as in*ated on this repod- COPY Z0 39t/d 1NIVW 3dVOS3 1V3i19 L6ZL66L8T9 EV:L0 b00Z/TZ/90 Framing/ Firestopping Inspection Repor Office No. (518) 761-8256 Date Inspection r Vre d: Queensbury Building&Code Enforcement Arrive: mart: a m 742 Bay Road,Queensbury,NY 12804 Inspector's Initi is ppk } NAME: PERMIT#: LOCATION: a INSPECT ON: — TYPE OF STRUCTURE: , c�c�s Y N N/A Framing 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 %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 ire wall 2, 3,4 hour C-V irestopping 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque recei Queensbury Building&Code Enforcement Arrive: am/ m D 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: � PERMIT#: LOCATION: 1 7: INSPECT ON: , TYPE OF STRUCTURE: 21\�G 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 ough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection 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:\.SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection re est a iv Queensbury Building&Code Enforcement Arrive: m/p / Depart: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: C, �i= —�_r��lC �,1 O 1.� PERMIT J-00 G(" ®q r LOCATION: h :'Et PE DATE: — Z COMMENTS: V 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./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. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/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 Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dam ers/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 Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical 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 by 20' /Driveable Surface 20' wide Okay To Issue Temp. o Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r�ques reed: - Queensbury Building&Code Enforcement Arrive: a Depart: , j��p 742 Bay Rd., Queensbury,NY 12804 Inspector's tial NAME: RMIT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers olithic 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 Backfitl Approval Bing der Slab PV ast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 SEISMIC REVIEW SUMMARY PROJECT: The Great e EscaP LOCATION: 1172 Route 9, Queensbury, NY ZIP CODE, 12804 ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (defauft to site class D) D Section 1615.1.1 316 S$ (short period) .35 Figure 1615(1) 318 $1 (1 second period) .10 Figure 1615(2) 319 Fg(site coef lent—short) 1.52 Table 1615.1.20) 320 F, (site coefficient-1 sec.) 2.40 Table 1615.1.2(2) 320 Sma (short period acUusted) 0.53 Equation 16-16 317 Smi (9 sec. period adjusted) 0.24 Equation 16-17 317 Sos (short period) 0.35 Equation 16-18 320 SA1 (9 seo. period) 0.16' Equation 16-19 320. Seismic Use Group I .0 Table 1604.5 287 Seismic Design Category Table 1616.30) 324 (short period) C Seismic Design Category Table 1616.3(2) 324 (9 sec. period). C SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP pp C systems must be braced. Analysis Procedure Used of m1617.5 ed procedure Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural C Section 1621.1.1 & 345 Mechanical C (when }20#) Section 1621.1.6 347 Plumbing C, (when >20#) ditto 347 Electrical C (when >20#) ditto 347 JAM Page 10 of 10 Ed Wdab:aZ 500E SZ '^ON S822 LBS 8TS : 'ON ONOHd 3�iniO81IHONU JDI-Sld GS WOdd Archon Snow Loads INPUT DATA: Ground snow load= 70.0 psf Type of Roof is Hip or Gable Roof slope angle=34.0 Deg. Importance Category=II Exposure Category=B Structure is Partially Exposed Roof thermal condition is Cold Roof Roof is Unheated Roof surface is not slippery FACTORS: Exposure factor(Ce)= 1.00 Importance factor(I)= 1.00 Thermal factor(Ct) = 1.20 Slope factor(Cs)= 1.00 Unit weight of snow=23.1 pcf Ground Snow Load= 70.0 psf SNOW LOADS: Gable or Hip Roofs. Balanced Loading: Uniform load over entire roof= 58.8 psf Unbalanced Loading: No load on one side of roof. Uniform load on other side=76.4 psf f _ 58.8 psf 76.4 psf i I 2.5ft 3.3ft �+ I Loading 1 Loading 2 i Gable or Hip Roof Archwind 98 : 3 2 1' 31213 ang h I 3_L_2 13I1.3 2I 3 ja a-a COMPONENTS AND CLADDING GABLE ROOF-CONSTANTS USED GABLE ROOF Roof angle is between 30 and 45 degrees. Ref:ASCE 7-98,Equation 6-17 Structures less than or equal to 60 ft Roof Angle is between 30 and 45 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle=34.00 deg Eave Height= 13.86 ft AREA PRESSURE(psf) Area=4.00 sf ---------------------------- Area of Overhang=84.00 sf 1 MAX= 13.33 Cp VALUES 1 MIN=-14.56 AREA Cp 2 MAX= 13.33 ---------------------- 2 MIN=-17.03 1 0.90,-1.00 3 MAX= 13.33 2 0.90,-1.20 3 MIN=-17.03 3 0.90,-1.20 Over Hang Along Area 1 VALUE=0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE_-22.41 Along Area 2 Over Hang -1.82 Over Hang Along Area 3 VALUE_-22.41 Along Area 3 Over Hang -1.82 Velocity Pressure Roof, q= 12.34 psf Dimension a=3.00 ft Exposure Coeff.Roof,Kz=0.70 Note,when max absolute value is less than 10 psf, Wind Speed,V=90.0 MPH use 10 psf or-10 psf as applicable. Exposure Cat.=B Importance Cat.=2 Internal Pressure Coe£,GCPi=0.18 Topographic Factor,Kzt= 1.00 Wind Direction Factor,Kd=0.85 Archwind 98 : 5 5 ih 4 5 5 4 a, a i aa If Roof Angle is<=10 Deg.h=Eave Height otherwise h=Mean Roof Height. COMPONENTS AND CLADDING WALLS-CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref:ASCE 7-98,Equation 6-17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle=34.00 deg Mean Roof Height= 13.86 ft AREA PRESSURE(psf) Area=4.00 sf ---------------------------- Cp VALUES 4 MAX= 14.56 AREA Cp 4 MIN=-15.80 ---------------------- 5 MAX= 14.56 4 1.00,-1.10 5 MIN=-19.50 5 1.00,-1.40 Velocity Pressure Roof, q= 12.34 psf Dimension a=3.00 ft Exposure Coeff.Roof,Kz=0.70 Note,when max absolute value is less than 10 psf, Wind Speed,V=90.0 MPH use 10 psf or-10 psf as applicable. Exposure Cat.=B Importance Cat.=2 Internal Pressure Coe£,GCPi=0.18 Topographic Factor,Kzt= 1.00 Wind Direction Factor,Kd=0.85 0A1 C � 26'-0" i I i I ABC UN-IT 00 J COOLER (6' x 6') MECHANICAL DAMPER ICE MACH. FRYER DUMP FRYER OVEN w F- z 0 v TABLE I TURKEY SODA HOT DOG i - i DISPLAY WINDOW COILING SECURITY DISPLAY WINDOW j DOOR n FLOOR PLAN