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2005-002 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4E Community Development- Building &Codes (518) 761-8256 CERTIFICATE (31'.r' OCCUPANCY Permit Number. P20050002 Date Issued: Friday, May 20, 2005 This is to certify that work requested to be done as shown by Permit Number P20050002 has been completed. Tax Map Number. 523400-296-009-0001-015-000-0000 Location: 1036 STATE ROUTE 9 Owner. DONNA SUTTON Applicant: SMOKEY BEAR BARBEQUE RESTAURANT This structure maybe occupied as a: By Order of Town Board Commercial Addition TOWN OF QUEENSBURY C- )j44 t- Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050002 Application Number: A20050002 Tax Map No: 523400-296-009-0001-015-000-0000 Permission is hereby granted to: SMOKEY BEAR BARBEQUE RESTAURANT For property located at: 1036 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: STEVEN & DONNA SUTTON 1036 STATE ROUTE 9 Commercial Addition $100,000.00 QUEENSBURY, NY 12804 Total value $100,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-002 SMOKEY BEAR RESTAURANT 1080 SQ FT COMMERCIAL ADDITION $151.20 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, January 06, 2006 (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 crQuee bury /Jr A7 —for January 06, 2005 SIGNED BY the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Quemsbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No._ 4. Q No inspection will be made until applicant has received a Fee Paid $ ' valid building permit. An applioante spaces on this Rec.Fee Paid $ ;tpplioation must be completed and must appear on the Reviewed By: npplioation form. Applicant:4(vi6K,F—Y eeeffi K-C-TT-- Owners -�;TE.Yf57 Address: 7 Z'r' -11 Address: Phone#(CIA) Phone#(,M) 411 1 D Property Location; Lot Number. / House Number / - ✓ Subdivision Name: Tax Map Number: 6EEE 0 New Building: residence /commercial 'Estimated Market Value of Construction:$ 1 o a� O'o o, �► W Addition: residence/mil If an Addition,what will use of new addition be? O Alteration: residence/ commercial o No change to mdwdor size: reddenoe/com'1 r o Other work(describe ) Check Occupancyluformation 1 Floor 2 Floor Other floor Total Below sq.ft. sq.ft sq.it. Square Feet 0 sinee fi nil dwellia 0 Two£anvil dwellin o Townhouse 0 Multifamily dwelling #ofmita,r„ o Office o Mercantile c Manufactutia . 0 1 oar e 0 2 car dstaclssd 0 3 car dstachsd prage 0 1 oar attached e 0 2 oar atta&ed imp 0 3 car attached gange o Storage building- commeroial o Storage building- residential , 0 i✓ v2A O Q o Q What is the proposed height of the structure e' feet i inches Will any second-hand or ungraded lumber be used? If so,for what? h[d Type of Heating System: electric/ on wood /forced hot air/ baseboard/other: Number of Fir�e n�to be installed- _Number of Woodstovea to be installed- d List below the person(s)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder Plumber Mason Eleotrician Declintlsul: 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 tme 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 specded or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certifieato of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Budding and Codes,anAs Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new co on. Signature- �� owner,owner's agent,architect,contractor cl i Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date -c/- �/ , 20 _ Permit No. Application is hereby made to the Building&Codes Office.for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information � �/ (circle appropriate words) Name: Stove: ��y�;}�" 7� wood coal pellet gas Fireplace insert Address: Fireplace, factory-built: wood gas Fireplace, masonry: wood gas Furnace: wood gas oil Phone: �? If non-masonary applica/n�cJe, please provide Owner• t °" �Manufacturer Name: c:- 1 Address: ;; r _ . /` , ,,,." Model Number: Chimney Information Rhone: Ifi( (circle appropriate words) Masonry block brick stone �-+Exact Address: Flue file steel size: inches ^ � 3� � � ..,, Of construction 4t�� or installation Xt'actory-Built as�� Manufacturer name: Model Number: Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury --� Handouts regarding required inspections. Double�+gal f/ Triple i all / Insulated / Direc•t venting C u ey Liner i Ca.,aclsier'rar Z��paz�m�t—Ta�� of Qu*�e�ue��bur�, 1V'e�Yorl�� -- i Fire Marshal Code# $Collected $Refunded Received fi•oin (refunded to): address: - A 173 3389 (190) Public Safety A 233 2655 (230)Minor Sales (� DATE: -_ — Tow.,. G�oti D�t,,x�• White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 mill Fire Marshal's Inspection Report Request SCHEDULE , a Received: Permit# d ` ©z' INSPECTION ON: U o Name: ��L1J4y-- 7 <---- W"� PM ANYTIME Location: 9 Vr 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 FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM Q FIRE SUPPRESSION^KITCHEN FIRE SUPPRESSION GAS V l '- ISLAND HOOD INSTALLATION f ~' INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN— EMERGENCY EVAC PLAN^ _ j OK THIS DATE O FOR CO OT OK ED BY COMDEVICHRISJIWORDILETTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY 1 Commercial Final Inspection Report 1 03P,0 Office No.: (518) 761-8256 Date Inspection rgsted: Queensbury Building& Code Enforcement Arrive: aDepart: V:�a?� 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: ERMTT C6"LOCATION: - r DATE: 5 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 (,A)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Okay 7L 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 `h 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 I Variance required g� ���� ���� Final Surve ,New Structure/Flood Plain certification,if re . 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 able Surface 20'wide Okay To Issue Temp. Permanent 00 Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc May 19 05 0912l5a Jim Miller 51Ei-EiE+E -.i1,70 r• r Northfield D �;.►i , a * fs &,*nn 9--y 15 dkie Coach Road Diamond PoirMt Nom York 12B24 phore 518 668 3155 May 18,2005 Buildings and Codes Town orQuecnsbury Queensbary, NY Re: Swokey Hear Grille Route 9 Queensbury, NV To whom it may concern, As per your request, please find this letter.,rating that to the best Wormy knowledge, the construction of the new addition to Smokcy Bear Chill has been completed according to the drawings and Speciticationw prepared by Northfield Design. architc-cts& planners. Please do not hesitate to contact me if thou, are any fiarther questions cor cerning this matter. Sincerely, Jwnes E. Miller Northfield Design Town of Queensbury �� Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshals Inspection Report Request SCHEDULE G Received; Permit# �-t�0a INSPECTION ON: �S Name: ,ldL,/� 7 v` g _ c AM PM NYTIME Location: 4 � APPROVED N/A YE NO COMMENTS EXIT ACCESS EXIT ENCLOSURE OGC S « rJ EXIT DISCHARGE MAIN AISLE WIDTH rY�u,(� SECONDARY AISLE WIDTH }( �pP �� EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING _ FIRE EXTINGUISHER HUNG�� FIRE EXTINGUISHER INSPECTION X '�, (C, FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM _ b FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN _ _ FIRE SUPPRESSION-GAS a (y% ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL '" an ELECTRIC WIRING ENCLOSED LCN-O p. � COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE O F.D.SIGNAGE-UTILITY ROOMS (V NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN_ EMERGENCY EVAC PLANK OK THIS DATE O NOT OK INSPECTED BY COMDEV/CHRISJIWORD/LETTERS20011FIREMARS HALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY n 1 Inspection Report V Commercial Fla p p 7 Office No.: (518)761-8256 Date Inspection re ue ve . Queensbury Building&Code Enforcement Arrive: .4 a epart: a 742 Bay Road, Queensbury,NY 1280r4,, Inspector's Initials: _ (' NAME:15 PERMI LOCATION: DATE: 0 c'' COMMENTS: `P Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Comp- om lete VNt�tA . C r�, Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks j� Stair Handrail 34 in.—38 in./Ste Risers 7"/Treads IV lv Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required I Exits At Grade Or Platform 36(w)x 44"_Q/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade OFF 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 %Z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers ItIN afc 1. Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handica ed 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 lt� � Active Listening System and Signage Assembly Space LO tAQQu\IK6 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 Tem . or Permanent C/O F-VI Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc CU Town of Queensbury wci r? Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 j Fire Marshal's Inspection Report Request 05- SCHEDULE Q Received: Permit# INSPECTION ON. Name: K`�71! ��� �� yy AM PM ANYTIME Location: APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE (A ( �� 11cu=` n 4 `� r` ' EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL _ EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG X _ FIRE ECTI EXTINGUISHER INSP FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM _ FIRE ALARM -FAN SHUTDOWN �© / FIRE SPRINKLER SYSTEM _ ck rn Ixw -- FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS Jc--\� Gti,�'� �� " ISLAND X HOOD INSTALLATION INTERIOR FINISHES kC STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED _ COMBUSTIBLE WASTE _ �rt�a cam, � i Is `� CT VEHICLE IMPACT PROTECTION t i FIRE LANE ---�- �< i �� � vtorsr F.D.SIGNAGE-UTILITY Rooms I 7� NO SMOKING SIGNS _ MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLANi� OK THIS DATE << FOR CO OK INSPECTED BY COMDEV/C HRISJIWORDILETTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. �, c Main 0Mce 176 Doe Run Road-Manheim,PA 17545 �J MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. 84884 Cut-in Card No........................... Owner............15. .Q..`&rxf....... .1�/!.! ................................................ .......................... ems! Location.......1 .. .J-�............ ......................................................C. ' ...a.............. Installation Consisting of... 1._DA9../...?7?U � l /i1G �29,5�v .................................................................................................................................................................................. .................................. Installed B ` The conditions following governed the issuance of this certificate,and any certificate previously issued i cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon th introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makingwisRections at any time, and if it rules are violated,the Company shall have the right to ev a this c rti ate. 4 Date.................................................. INSPECTOR.... .......... ................................................................. Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-SM/761-8206 fax 745-4437 Factory Built Gas Fire lay ce/Stove Inspection Reuort Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or sp 'ons is allowed. Permit Schedule Inspection Time �� pm anytime Inspector Name PKAddress 3 Q- Rough In Final_ Appliance Manufacturer_ ___.. Model# Direct Vent Factory Built Chia mey Flue Size Double Wall Triple Wall Insulated Yes No N/A — Comments Floor Protection Cl ejo(a4 e Clearances to Combustibles (all sides) - 7{o OWOt& Firestop(s) Vertical Chase Wall Penetration_ Vent Clearances to Combustibles Vent/Chimney Termination r Chimney height must be 3 feet above roof Q,f V�liO4a, 1Q� penetration;2 feet above any combustible , construction within 10 feet (� Gas Shut-Off e V t � - S�(ue 41' C/J a Valve Combustion Air knv +6 V Qim. - o X Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) --tj While_BudUing Dew 'Yeno r P Fire Mar" k QL00 �nc_k Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ t re ei e . Queensbury Building & Code Enforcement Arrive: m/ epart: r� 1 742 Bay Road, Queensbury, NY 12804 Inspector's Initi � NAME: ��� C�E�A Q �i���tTPE T #: Z�Q� —OnZ LOCATION: c ��.� °� INS ECTON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent J 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 COMMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque r Queensbury Building & Code Enforcement Arrive: a a /p Depart: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initi ` NAME: fS2 . PERMIT #: 05 — 0 a� LOCATION: INSPECT ON: I J 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 P.S.I for 15 minutes nsulation 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 COMMENTS: :Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection rest received: Queensbury Building& Code Enforcement Arrive: 'tam/pin (Dep'art:'-,7;,77D a pm 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: iA P, RAS Vz✓ ' PERMIT#: z6w5--npZ LOCATION: R Lyc> INSPECT ON: TYPE OF STRUCTURE: Framing Y J 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 %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 L� ✓N 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 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf Eade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspecti?estr Queensbury Building&Code Enforcement Arrive: �'olgm 742 Bay Road, Queensbury,NY 12804 Inspector's Ini NAME: .ij�Ma 1�`� I3ER�L 131nV-V�er 01E PERMIT#: Z �Z_ LOCATION: Q INSPECT ON: Z— TYPE OF STRUCTURE: Framing Y 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 %2(w) 1$gauge($) 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 '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\,SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 1 Foundation Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: p a m Depart am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia;j NAME: `e' <;, PERMIT#: 0 5 0 3 �__.. — — — LOCATION: _ -� INSPECT ON: � 2 — TYPE OF STRUCTURE: Comments --� Y N NIA 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: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper F ndation ulation nterior Exterior R- _ Rough Gra e 6 inch drop within 10 ft. I,:iSueHerningway\Building.Codes.Inspection.FORMSToundation Inspection Repotl.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspectijrre eiv d: Queensbury Building; &Code Enforcement Arrive: Depart: a p 742 Bay Rd., Queensbury, NY 12804 Inspector's InNAME: T#: LOCATION: C TSPECT ON: _ f 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 T Foundation Dampproofing Foundation/Waterproofing Type of Dampproofng/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.FORM S\Founda tion Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report -' Office No. (518) 761-8256 Date Inspection req t r cei d Queensbury Building& Code Enforcement Arrive: pm rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi 1 NAME: PERMIT#: V )00,S- LOCATION: INSPECT ON: TYPE OF STRUCTURE: in Y N g 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 %2 (w) 16 gauge(8) 16D nails each side 1 Draft stopping 1,000 sq. ft. floor trusses e7LJ (_ 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 .--1 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 L:\SueHerningway\Building.Codcs.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 �T /t� ✓t�,w ��n„ S a5 5 ZLP 17-1919P'f E (o e. 3 ►� (� �- , cam.- f V D 7�r3 �c (6l� • C. g�.ra2�4 k'-A�'u 57s inn : Lt4W r 6�I�W�' 53t�RY 5 l � �� �• D��� wr-�O - R��F A5 YrtA4.T CJ� t i��l•S�ZG 36'F�.� \ � 1��� o a ruLr��t�t1�9L 2•S' ('� �fU PST z tp 5� �!-bDti� Stt�ri w���5 ro �t:�.>Nn�. �� �IruWS WL��CakT Tom-_ 5/iin.� o/t_ 1��55 . . Grf►��/pTtJE> Ted Prime (� Date and Time: 12/29/04 11.23:43 AM MCE Parameters - Conterminous 48 States Zip Code - 12804 Central Latitude = 43.349572 Central Longitude = -073.677666 Data are based on the 0.10 deg grid set Period SA (sec) (°log) 0.2 034.2 Map Value, Soil Factor of 1.0 1.0 010.1 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 052.3 Soil Factor of 1.53 1.0 024.2 Soil Factor of 2.40 f z-zll-a� I— 4 ,fit PS �� • C6 (o . .If/ b (-f J��Z��i/ic•— ��,4�N��w., '��- ! �ac�O �t,t,D V-;,� j 3�30 1� Z = ( o� 5�+ �- 'ten- z 1 `b �-�► 3.� : W Aw f-J i L—ot, PN u ( O y o P5F' G'Po5 t T 51 Olt_ = �9 • tit�t�� 5 Nok1 � 6��^t ��-, � (,,mVE.r�.t •. n � 4/tr+10W�8 ` L�se�wRn,rZ, = 3 v5 � v (�LL- .a is S N o W 0,YA t L A--S L•� = !Z 5� Q k bow,-) Tzr, Z.dEn c 6) fl i Tt !z-ZT o� k 4N\ 5 o s r�jp��jlL �v�r�ilt, �Q£�� t iLc `, lov`� � � � ���• T-4- J`GL Te Jrl I G`J� . b /� ✓f�L f gam, t� f h1�h� Roves (tom i3 i Fi i U: 6•5 �1•o. 05 z + z (17) Fl� J -? J N D 'SC 4 TABLE 1609.6.2.1(1) 03 MAIN WIND FORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF m 30 FEET LOCATED IN EXPOSURE Ba m A HORIZONTAL LOAOSb VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADS"- " -r Windward Wind Load pool Angle End Zone Interior Zone End Zone Interior Zone I Zone Velocity Direction 9 i Overhang Walt Windward Leeward Windward Leeward End Interior " ROOF Wall Roof` iE 4E 5 4 roof* root - root root zone zone 0 to 5• 11.5 •5.9 7,6 J.3.5 •13.8 -7.8 -9.6 -6.1 -Mli -16.4 8.7 -6.7 6.4 -5.2 Transverse 20' 15.9 -4,2 10.6 -2.3 -13.8 -9.6 -9.6 .71 -20.6 -16.4 10.8 -9A 7.8 -6.7 85 30'<angle s 45' 12.9 8.6 10.2 7.0 5.0 .7.8 4.3 .6.7 -5.8 -6.5 9.6 -7.3 8.2 -6.1 Longitudinal All angles 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -20.6 -16.4 8.7 .6.7 6.4 -5.2 / 0 to 5' 12,8 -6.7 8.5 .40 -15.4 -6.8 .10.7 .6 8 -23.1 •18.4 9.8 -7.5 7.2 5.8 // Transverse 20' = 17 8 4.7 ll 9 2 6 r k -15.4 I •10.7 -10 7 -B.7 -23.1 -18 1`2. -10.1 8.8 �i' �•U ��• )a. L:3./I„I + ^f•�• ^15•� '1b. `�'16 F 11 30'<angle s45' 4A 9L. / -8.8 6.5 -7.3 1 9.1 6 Longitudinal All angles 12.8 •6. 8.5 •4.0 1 .4 ` -8.8 •10.7 -6.8 -23.1 .18.4 9.8 -7.5 72 -5.a Ole 5' 15.9 •8.2 10.5 .19 -19,0 -10.111 •13.3 -BA -28.5 .22.7 12.0 •9.3 e.e -7.2 Transverse 20' _+- 22.0 -5.8 14.6 32 .19.1 -13.3 -t3.3 �10.1 -28.5 -22.7 14.9 -12-5 toe -9.3 ton _ 304 angles 45' 17.8 12.2 14.2 9,8 6.9 •10.8 5.9 -9.3 .8.1 -9.0 13.3 -10.1 11.3 -8.4 Longitudin I All angles 15,9 -8.2 10.5 .4.9 -19.1 .10.8 -13.3 -8 4 -28.5 -22.7 12.0 •9.3 8.8 •7.2 0 to 5' 17.5 -9.1 11.6 .5.4 •21.0 -11.9 -14.6 .9 2 -29.4 -23.0 13.3 -10.3 9.7 .7 9 Transverse 20' 24.2 -6.4 16.1 -15 -21.0 .14.6 •14.6 .11.1 -29.4 -23.0 16.5 -13.8 11.9 •10.3 105 30'<angle e45' 19.7 -13A 15.6 10.8 7.6 -11.9 6.6 -in3 .69 •7.9 14.6 .11A 12.4 A2 L0ngItudfnat All angles 17.5 •9.1 Itil .5.4 -21.0 -tt9 -14.6 92 -29,4 -23.0 133 -10.3 9.7 •7,9 0 to 5' 19.2 -10 0 12.7 .5.9 -23.1 -13.1 -16.0 .10 1 -34 5 -27.5 14.6 3 10.7 •8.7 Transverse - 20' 26.6 -7.0 1'7.7 .3.9 •23.1 16.0 -160 -12.2 .34.5 -21.5 18.1 -t5.1 13.1 -11.3 __.__. _ VV1 30'<angle s 45' 21,6 14.8 17.2 1 t 8 1 8.3 -13.1 7.2 -11.3 -9.a -10.9 16.0 -12.2 13.7 -10.1 Longitudinal ^All angles i 192 •10.0 12.7 -59 1 -23,1 •t3.1 -i5o 101 .34.5 •27.5 14.6 •11.3 10.7 8.7 Ole 5' 22.8 -11.9 15.1 .70 27A -156 19.1 -121 .41.1 -32.7 17.3 -13.4 12.7 .10,3 @ Transverse 20 31-6 -8.3 21.1 -0.6 -27.4 .19A -19,1 -14.5 •41.1 -32.7 21,5 .18.0 15.6 -134 C 120 r 30'<angles 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8 6 •13.4 -11.6 -13.0 19.1 .145 16.2 -12.1 Z Longitudinal All angl.,7 22.8 .11.9 15.1 .7.0 -27.4 .15.6 -19.1 12A •41.1 -32.7 17 3 .13-4 12.7 -10.3 0 to 5' 24.8 ,•12.9 16.4 .7.6 -29.8 -16.9 .20,7 -13.1 -41.7 -32.6 18.8 -14.5 13.8 -11.2 C Transverse 20' 34.3 -9.1 22.9 •5.0 -29.8 •20.7 -20.7 15.7 -41.7 -32.6 23,3 -19.5 16.9 -14.5 0 125 m 30'<angle s 45' 27,9 19.1 22.2 15.2 10.7 -16.9 9.3 -14.5 -9 8 •11.2 20.7 -15.7 17.6 -13.1 N O --1 ZLongitudinal All angles 24.8 -12.9 16.4 -7.6 -29.8 •16.9 -207 .13.1 -41.7 -32.6 18.8 •14.5 13.6 AIZ C m 0to 5' 26.a -13.9 17.8 -8.2 -32.3 •18.3 •22.4 -14.2 -48.2 -38.4 20.4 -15.7 14.9 -12.1 '< 130 Transverse 20' 37.1, -9.8 24.7 •5.4 -32.2 •22.4 -22.4 -17.0 -48.2 •38.4 25.2 •21.1 18.3 -15.7 O 33 30'<angle s45' 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -137 •l5.2 22A •17.0 19.1 -14.2 r x mLongitudinal All angles 26.8 •13.9 17.8 •8.2 -322 •18.3 •22.4 -14.2 -48.2 -38.4 20.4 -15.7 14,9 -12.1 V) Z STRUCTURAL DESIGN FIGURE 1609.6(3) IV�� WINDWARD ROOF - N L- LE WARD ROOF C/J � VERTICAL OI Z wl O O L 71711711177771-77111111111, W i� TRANSVERSE ELEYA IION WANDVVARD ROOF �.LLE—E7WA�R—D�ROOF VERTICAL t C9 ui Ic LI2 L2 L LONGITUDINAL ELEVATION FIGURE 1609.6(3) APPLICATION OF MAIN WINDFORCE-RESISTING SYSTEM(MWFRS) LOADS FOR SIMPLE DIAPHRAGM BUILDINGS BUILDING CODE OF NEW YORK STATE 309 L2 - ��Z s�z —' �.'�g firn 14C _ 94r z�Z /,Lti 2 jz�Ins Stv r2 L e,,C v �c. ? Z; r ! a y -aq SV r?�rsv �Y L �4v '. _ �.( `t� -� v ��� �Ar4 f-L- 4 n `J 71 i 5`�3z v LvS-- r �--��� '�-�� � i ,�� �jo ti� tom- (,L� z�6� � Z• 5 7 > 2 .`� o� . �lj"ci rq r�G N r- rzo c , t �e 1 ,)�---t)T—10ALL L S1 a� — . 57 �-e-- TPt �,t7 L v4�,5Z" a-- 61 Timber Column Design JJVJrh,,-F4 Design Assumptions: Species - Nelma SPF stud-(w/wind) T Member Size - 2 x 4 Fc = 625 psi C = 0.8 d = 3.5 E = 1000 ksi Ke= 1.0 w = t5 CD= 1.33 KBE = 0.3 CF = 1.05 Max Col. Ht = 14.58 ft. Le/d < 50 Fe = 872.81 psi Axial Capacity (pounds) Column LQ 2 x 4 j (2) j (3) (4) (5) Cp 2 x 4 2 x 4 2 x 4 2 x 4 1 4550 i 5460 8190 10921 13651 0.99 2 4446 5335 8003 10671 ` 13338 0.97 3 j 4244 5093 7639 10185 t 12732 0.93 4 3902 4682 7023 9364 11705 0.85 5 3401 4081 6122 8162 10203 i 0.74 6 2820 3384 5075 6767 ( 8459 0.62 7 2282 2738 4107 5476 6845 0.50 8 1845 2214 ± 3321 4428 1 5535 0.40 9 1507 1808 I 2712 3616 4520 0.33 10 1247 1496 2244 2992 3740 0.27 11 1045 1255 1882 2509 i 3136 0.23 12 888 1065 1598 2131 2663 0.19 13 762 915 1372 1830 I 2287 0.17 14 661 I 794 1190 1587 1984 0.14 15 579 695 1042 1389 1736 0.13 16 511 613 919 1225 1532 0.11 17 454 i 544 { 817 1089 1361 0.10 18 j 406 j 487 730 j 974 1217 0.09 19 365 438 a 657 876 1095 0.08 20 ! 330 396 594 792 990 0.07 21 ( 300 360 I 539 719 ! 899 0.07 22 273 328 492 656 820 0.06 Kf=0.6 for built-up columns,must be nailed in accordance w!NDS 1991 15.3.3 A)aai Capacities based on strong was with weak was of member continuously braced. 31* s Pax 33 `5 9 �t F __ --- i z L 1,:5(w` In�SP�e�O+J f( � 69 f a f�� Timber Column Design Design Assumptions: Species- Nelma SPF stud (w/wind) Member Size - 2 x 6 F,= 625 psi C = 0.8 d = 5.5 E = 1000 ksi Ke= 1.0 w= 1.5 CD= 1.33 KGE = 0.3 CF = 1.10 (, D Max Col_ Ht. = 22.92 ft. Le/d < 50 Fc = 914.38 psi Axial Capacity (pounds) Column Le ! 2 x 6 (2) (3) j (4) (5) Cp (ft) 2 x 6 2 x 6 2 x 6 j 2 x 6 1 7522 9026 13539 18052 22565 1.00 2 7453 8944 j 13415 17887 22359 0.99 3 l 7331 i 8797 1 13195 17593 j 21992 0.97 4 7141 I 8570 12854 ` 17139 21424 0.95 5 j 6867 ! 8240 12360 16480 20600 0.91 6 I 6486 7783 ; 11675 i 15567 1 19458 0.86 7 5990 7188 1 10783 14377 17971 i 0.79 57 ( 8 5401 6481 E 9722 ( 12962 I 16203 0.72 ke- 9 i 4774 8592 11457 E 14321 0.63 10 4169 ! �5003 7504 ; 10006 I 12507 0.55 11 3626 4351 ( 6526 8702 ' 10877 0.48 12 3156 3788 5682 7575 9469 0.42 13 2758 3310 4965 6620 8275 0.37 14 i 2423 2908 4362 5816 7270 0.32 15 2141 2569 3854 5139 ! 6423 0.28 16 1903 2283 3425 4566 5708 z 0.25 17 1700 2040 I 3060 4080 5100 0.23 18 1527 1833 ! 2749 j 3665 1 4582 j 0.20 19 f 1379 1654 2481 3309 1 4136 0.18 20 1250 1500 j 2250 3000 3750 0.17 21 1138 1366 2049 2732 3415 0.15 22 i 1041 1249 ! 1874 1 2498 3123 0.14 1�=0.6 for built-up columns,must be nailed in accordance w/NDS 1991 15.3.3 A)dal Capacities based on strong a)ds with weak was of member continuously braced. Z!vri+ �g iGb37 -I:tR i cll,. S7?C"l- J s o-R•,� 3 le R Y' Vic( ✓ �,1 3 AI-I-- S�IMuLr4uerr_� P5 Psi l ---- a VA�vrc.. �tian. ��7 TR��� 1Z. 3.g = t �� X • 6� �7�fi /`�A``►� ��L�r��q �wrT�-CR•a'�,4�� ✓DTI A v.►�w : �a �Z3 = (, Z = �F� 2x( iAx=�•i ��® Psi m . �AQrt Irl, (Ygtl.rN(� Yrt� T/F 3o`f g , l 4)0u6 .0 -PIP PL+i`` Gr4P; , C� (2o � (g)x t- 33 Irl N� No.015005-1 9�F 0fi NEw�QQ' , 1 05 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Sollware Version 3.0 Release la Data filename: CADocuments and Settings\Jim Miller\My Documents\ACTIVE PROJECTS\Smokey Bear\smokey bear.cck Section 1: Project Information Project Name: Smokey Bear Restaurant Designer/Contractor. Northfield Design architects&planners Document Author: James Miller Notes: addition to exist restaurant Section 2: General Information TOWN ODE Building Location(fDr weather data): Warren, New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: Addition Window/Wall Ratio: 0.19 Building Type Floor Area Restaurant 1080 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-fictors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] ( 5. Stair, elevator shaft,vents, and other dampers integral to the building envelope are equipped { with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ) 7_ Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Gross Cavity Cont. Proposed Budget Component Namc/Descri t>l 1on Area R-Value R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Rater/Truss 987 38.0 0.0 0.028 0.051 Roof2: All-Wood Joist/Rafier/Truss 93 30.0 0.0 0.035 0.051 Exterior Wall 1: Wood Frame, Any Spacing 1188 21.0 0.0 0.062 0.074 Window 1: Wood Frame:Double Pane with Low-E Clear, SHGC 0.38 200 — — 0.410 0.520 Door 1: Solid 20 — — 0.125 0.120 Door 2: Glass, Clear, SHGC 0.38 20 -- --- 0.410 0.520 Floor 1: Slab-On-Grade:Heated, Vertical 4$. 132 — 8.0 — -- (a)Budget U-factors are used lbr so$ware baseline calculations ONLY,and are not code requirements. lm ve 1 ope PAS S FS: Design 14%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Profssional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and profssional judgment, such plans or specifications are in compliance with this Code. 4 Principal Envelope Designer-Name ignature Dal Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Sofwarc Version 3.0 Release la Data filename: CADocuments and Settings\Jim Miller\My Documents\ACTIVE PROJECTS\Smokey Bear\smokey bear.cck Section 1: Project Information Project Naive: Smokey Bear Restaurant Designer/Contractor. Northfield Design architects& planners Document Author. James Miller Notes: addition to exist restaurant Section 2: General Information Building Use Description by: Whole Building Type Project Type: Addition Building Tvoe Floor Area Restaurant 1080 Section 3: Requirements Checklist Bldg. I Dept. Use [ ] ( Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 1836 1800 YES I Exterior Lighting [ ] ( 2. Type(s)of exterior lighting sources: I _Fluorescent _Metal Halide _High-Pr. Sodium ( Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior katures of historic buildings; advertising signage; safety or security lighting; low voltage landscape lighting. I Controls, Switching, and Wiring [ ] I 3. Master switch at entry to hotel/motel guest room. [ ] ( 4. Individual dwelling units separately metered. [ ] ( 5. Minimum oftwo switches, dimmer, or occupancy sensor in each space. ( Exceptions: Only one luminaire in space; Security lighting, 24 hour lighting; The area is a corridor, storage,restroom, retail sales area or lobby. [ ] ( 6. Automatic lighting shutoffcontrol in spaces greater than 250 sq.$in buildings larger than 5,000 sq.L [ ] 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8. Tandem wired one lamp and three-lamp ballasted luminaires. Eweptions: Electronic high-fequency ballasted luminaires not on same switch [ ) 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New YOrk State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Cheddist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her Imowledge, belie( and professional judgment, such plans or specifications are in compliance with this Code. Principal Lighting Designer Name i Lighting Application Worksheet New York State Energy Conservation Construction Code COMc:heck--EZ Sofware Version 3.0 Release la S ection 1:Allowed lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (12) &attsl12l B x CL Restaurant 1080 1.7 1836 Total Allowed Watts= 1836 Section 2: Actual lighting Power Calculation A B C D E F Fixture Fixture Description J Lamps/ #of Fixture iD LamgDescrilgion/Wattage Per Lame/Ballast Fixture Fixtures Watt. x E 1 Incandescent 75W 4 6 300 1800 Total Actual Watts= 1800 Section 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total Actual Watts is greater than or equal to moo,the building complies. Total Allowed Watts= 1836 Total Actual Watts= 1800 Project Compliance= 36 Ighting PASSES: Design 2%better than code Permit Number Mechanical Compliance Certificate checked By/1)ate New York State Fnergy Conservation Construction Code COMchec%EZ Software Version 3.0 Release la Data filename: C:\Documents and Settings\Jim Miller\My Documents\ACTIVE PROJECTS\Smokey Bear\smokey bear.cck Section 1: Project Information Project Name: Smokey Bear Restaurant Designer/Contractor. Northfield Design architects&planners Document Author. James Miller Notes: addition to exist restaurant Section 2: General Information Building Location(fir weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: Addition Section 3: Mechanical Systems list tity System Typg&Description I HVAC System 1: Heating: Duct Furnace, Gas!Cooling: Padcaged Terminal Unit, Capacity 7000 Btu/h, Evaporatively Cooled Condenser/Single Zone 1 Water Heating 1: Service Water Heater Section 4: Requirements Checklist Bldg. I Dept. I Use Requirements Specific To:HVAC System 1 [ ] ( 1. Equipment minimum efficiency: Duct Furnace(Gas): 801/6 Ec [ ] I 2. Newly purchased cooling equipment meets the cooling efficiency requirements [ ] I 3. Integrated air economizer required. Requirements Specific To:Water Heating 1 [ ] I 1. Heat traps in inlet/outlet fittings [ ] I 2. 1/2-in. insulation on 81 ofinlet/outlet piping ifno integral heat traps Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] I 1. Load calculations per 1997 ASHRAE Fundamentals [ ] I 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically offwhen primary system is operating I -Exception: Multiple units controlled to sequence operation as a function ofload [ ] I 3. Minimum one temperature control device per system [ ] I 4. Minimum one humidity control device per installed humidifcation/dehumidifcation system [ ] I 5. Thermostatic controls has 5 deg. F deadband -Exception: Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg. F (heat)and 85 deg. F (cool); 7-day clock, 2-hour occupant override, 10-hour backup I -Exception: Continuously operating zones I -Exception: 2 kW demand or less, submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cf m [ ] I 8. Outside-errs source for ventilation; system capable ofreduc ing OSA to required minimum [ ] I 9. R-5 supply and return air dud insulation in unconditioned spaces I R-8 supply and return air dud insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception: Ducts looted within equipment -Exception: Ducts with interior and exterior temperature difference not exceeding 15 deg. F. [ ] I 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all duds; UL 181 A or 181 B tapes and mastics [ ] I 11. Mechanical fasteners and sealants used to connect duds and air distribution equipment [ ] I 12. Operation and maintenance manual provided to building owner [ ] I 13. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] I 14. Newly purchased service water heating equipment meets the efficiency requirements [ ] 15. Water heater temperature controls: 110 deg. F fir dwelling units or 90 deg. F I for other occupancies [ ] I 16. Stair and elevator shaf vents are equipped with motorized dampers Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcherk-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirenments Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests, system balancing, etc., have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official, ifrequested. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of7his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. s. 6 Principal Mechanical Designer-Name Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck EZ Soltware Version 3.0 Release 1 a Data filename: C:\Documents and SettingsUim Miller\My Documents\ACTIVE PROJECTS\Smokey Bcar\smokey bear.cck The fllowing list provides more detailed description ofthe requirements in Section 4 ofthe Mechanical Compliance Certificate. Requirements Specific To:HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the fllowing minimum eNciency: Dud Furnace(Gas): 80%Ec 2. The specified cooling equipment is covered by Federal minimum elliciercy requirements. New equipment ofthis type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-airand mechanical cooling. Requirements Specific To:Water Heating 1 1. Heat traps are required on noncirculating water hearing systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a)the first 8 fl of outlet piping from any constant-temperature; noncirculating storage systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe insulation must be at least 1/2 in. and have a conductivity no>0.28 Btu-in/(h•i12•°F). Generic Requirements: Must be met by all systems to which the requirement is applicable l. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook offundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one fraction with the capacity fir the other fraction as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be offwhen the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be gable ofmaintaining a 5 degree F deadband(a range of tempo*=where no heating or cooling is provided). -Exception: Deadband capability is not required ifthe thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the fbllowing criteria:a) cable ofsetting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable ofmaintaining programmed settings for at least 10 hours without power. -Exception: A setback or shutoffcontrol is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand oft kW (6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow razes>3,000 cfin ofoutdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 ofthe Mechanical Code for New York State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable ofreducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum ofR-5. Unconditioned spaces include attics, crawl spaces,unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum ofR-8 when located outside the building.c) When ducts are located within exterior components(e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Dud insulation is not required on ducts located within equipment. -Exception: Dud insulation is not required when the design temperature difli=ce between the interior and exterior of the dud or plenum does not exceed 15 degree F. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics;mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 11. Mechanical fisteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the fotlowing information:a) equipment capacity(input and output)and required maintenance acxionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commented) complete narrative ofhow each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffinscrs. 14. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 15. Water4m ting equipment must be provided with controls that allow the user to set the water temperature to 110°F for dwelling units and 90°F for other occupancies. Controls must limit output temperatures of lavatories in public facility restrooms to 110 OF. 16. Stair and elevator shaft vents must be equipped with motorized dampers capable ofbeing automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 4E L TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin From: Steve Smith Date: January 5, 2005 Re: Plan Review Comments—Smokey Bear Restaurant BP# 2005-002 I completed a preliminary review of the drawings submitted. The exit and emergency lighting for the addition are adequate. The following items need to be addressed: • The extension of the fire alarm system shown on the drawings is incomplete. Manual pull stations are necessary at each designated exit door. • Need to see sprinkler drawings. Plan indicates that the owner will submit prior to installation. • Fire extinguisher placement will be determined at a later date. At least one will be necessary. Steve TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT - 1 •• Irian:1 ► •n yj` . • 1 1 Ems 1 :1.1 MRS y' _ it © _� 1� --�,� ■� • . BD. • ' fl".�N- ,;'?--16" O.C. STUD"WALL • I41�Ti� 1 __ CED_!;i64..,jNKE - � � 0 1 7 'N