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2011-622 � � TOWN OF QUEENSBURY Foto 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 �� Q n', Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110622 Date Issued: Friday, January 11, 2013 This is to certify that work requested to be done as shown by Permit Number P20110622 has been completed. Location: 518 AVIATION Rd Tax Map Number: 523400-302-005-0001-097-000-0000 Owner: QUEENSBURY DINER, LLC Applicant: DERAFFELLE MFG CO. INC. This structure may be occupied as a: New Commercial Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property ,/� owner of the responsibility for compliance with Site Plan,Variance, or HCl other issues and conditions as a result of approvals by the Planning Board or Zoning Board of Appeals. Director of Building&Code Enforcement 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FfirM Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110622 Application Number: A20110622 Tax Map No: 523400-302-005-0001-097-000-0000 Permission is hereby granted to: DERAFFELLE MFG CO. INC. For property located at: 518 AVIATION Rd 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: QUEENSBURY DINER, LLC New Commercial Building $525,000.00 518 AVIATION Rd QUEENSBURY NY 12804-0000 Total Value $525,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications BP 2011-622 Queensbury Diner 5,398 sq. ft. Diner/Restaurant(new construction) $1,241.54 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,December 27,2012 (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.) KT:" 4 ,`" Dated at the Town of Q uee,istury1' / 4rueplaysipseember 27,2011 SIGNED BY v for the Town of Queensbury. Director of Building&Code Enforcement t e OFFICE USE ONLY ; TAX MAP NO. :310 •05--i- l q 7 PERMIT NO. 261 i- Co,-.),) , , FEES: PERMIT RECREATION ENGINEERING • f I/241- 511 (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: . OWNER: 4A05/19.574 9674 Ii /91-/ iJOS ADDRESS:A5dd5 {,Rimer AT (I/eloac tt4I $YI ADDRESS: g?1 W. bridle St �,�'�Li'�I,y PHONE NOS. (9 i) (.0 30—(p B So PHONE NOS. (5-I8) 9V3-/0 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 7ani /? VO PHONE{I/(J} 636-6 g--0 LOCATION OF PROPERTY:T/9x mc2 No. 30a, 54-1'1 A-vi19-htil i F��r/1,��-�kp `/ 6kl trisbiy HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? MIKE'S 0 NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: 4rli Min -53-a 1 i 0 'd 10111 Ii 0 i 1 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT { Z w Up I- APPLY TO YOUR , Z 1= Ce p co U wcn p a c - O = IPROJECT F- Ali w Q aUUw IuNIdZ < < , O) 0i LL = ors u. SINGLE FAMILY I I I TWO-FAMILY MULTI-FAMILY I I 1 (NO.of UNITS ) ! TOWNHOUSE BUSINESS OFFICE — I RETAIL- ! MERCANTILE FACTORY OR i INDUSTRIAL _ _ I ATTACHED GARAGE(1,2,3) I — f ! - OTHER/010. / L ✓ I — 63g8 ;51--Y"1 ( Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF(OMMERCIA�L OR INDUSTRIAL-NAME OF BUSINESS: 61 ( ,0+`/�3C'/1� ESTIMATED CONSTRUCTION COST: 5.015 K FUEL TYPE: �aii,./Ae.( GS HEAT TYPE: /-,W 4I *HOW MANY FIREPLACE(S): AND I OR WOODSTOVES(S): _ ZONING CATEGORY:EsC.--- 5h RARE THERE WETLANDS ON THIS SITE? Mo IS THIS A HISTORIC SITE? NO �} QpSl� PROPOSED USE OF BUILDING OR ADDITION: DGner4- I emaS. ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /IO ARE THERE EASEMENTS ON PROPERTY? ,4 ) *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed 11.449 Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application I proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: /41 (:)// f iOl G 81b-ODES AP"ROVAL ZONING APPROVAL 1 li I ATE u DATE QUESTIONS? CALL 761-8256 OR EMAIL codas( queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net Operating Permit Issued: Yes No Occupancy Type: AZ.. Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 1 Dat- 00 l Qct Commercial Final Inspection Report q(05---1o‘o D nucP\ (0-56--,5%_.\414) Office No.: (518) 761-8256 Date Inspection - • s e„ • ed: Queensbury Budding &Code Enforcement Arrive: k z-t a AL_ t Depart: \'.7Jarr 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: (O F k\ Bo PA plR PERMI '#: 1 —toZZ LOCATION: S1 B' l P►T\0 DATE: 1 —?,--IP" COMMENTS: Y N NA Chimney 113"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 Banisters 4 in. Spacing Platform l Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" /Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.wlLever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44'(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(181 Above Grade Floor Bathroom Watertight I Other Floors Okay 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 > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers - Firewalls/Fire Separation,2 Hour, 3 Hour Complete I Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft Wood Frame Attic Access 30"x 20"x 30'(h),Crawl Space Access 18'x 24' Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars!Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Z- \Li Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded V y c7`�� 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 Drivewalr 4' Water Fountain or Cooler /�urldirng Access All Sides by 20'/Driveable Surface 20'wide .t7 -C"0a �tl V Okay To Issue Temp. or( ermanent CRT) . Okay To Issue C/C \ c. r -oo �O AT%o►3 n aaAuLrC;T%Qw�C- L:U3uilding&Codes Fomis\Building&Codes Inspection FormssCommercial Final Inspection Reportdoc Revised January 7,2008 y� Commercial Anal Inspection Report Office No.: (518) 761-8256 Date Inspection _ _ _•: Queensbury Building&Code Enforcement Arrive: '. 61047r. Depart - a 742 Bay Road, Queensbury, NY 12804 Inspector's In h NAME: 4.) 1.2v' e�' PERMI r - _ LOCATION: \tr z ) DATE: - COMMENTS: Y 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 Banisters 4 in. Spacing Platform I Decks Stair Handrail 34 in.-38 in.I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sg ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x44'(l)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay 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 Y doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18'x 24' Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath 1 Parking Lot Signage 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 I Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' TCS \ �E LYS Water Fountain o r Cooler Building Access Ali S'• ,by 20' '•riv Surface 20'wide Okay To Issue Temp. •r Permanent CIO Okay To Issue C/C L:\Building&Codes Forrns\Buiiding&Codesllnspection FonnsiCommerrial Final Inspection Report.doc Revised January 7.2008 Inspection Form Town of Queensbury Fire Marshal o Periodic Inspection Date: als I9Time: 742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 761 8206/518 761 8205 CO Inspection Permit#: I)- (Pa 2` Fire Marshals Representative MJ Palmer Business Name: Oe-ibiNtS,u D,wkIvl f Location: S I 41/4)1 b- tr 1-401 GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 102414 FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 `� {� Secondary Aisle Width FC 1025&FC1029.11 .. ' 4 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 fi EVAC Plan FC 404.6CO(0 1/1- TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 • Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC 6 Kitchen Suppression Semi Annual 4c, -'`14n106 W Fuel Island Suppression Semi Annual -71W- .1 'r: •_,• ;,i K, �� I )- Hood Cleaning 3-6-Annual 'u' Es`s'• x s ‘„,i Knox Box:installed/checked FC506 *`•Ii`g C ',r,G, 'ui 3 f Operating Permit, if required will be issued after N U 20 Completion of Inspection Fife A f�441i1 Ot C2it:'Iisb i!r..o .. ,w . Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req eceived: Queensbury Building &Code Enforcement Arrive: kiss GIpm Depart: 1 2-.1) l , .../13 742 Bay Road, Queensbury, NY 12804 Inspector's Initial • NAME: v " %‘) * 1 . PERMIT#: ' \ -h?Z_ LOCATION: , A V 41-t Ni._ RV DATE: \ 7_ -c--\?- COMMENTS: Y/ N NA Chimney I'B'Vent/Direct Vent Location r/f -W.t\K)6 _ C_L\Q�\0 Plumbing Vent Through Roof 6'/Roof Complete J Exterior Finish/Grade Complete 6°in 10'or Equivalent ✓ �. \ .`�� Interior/Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Banisters 4 in. Spacing Platform/Decks \ OJ�tS �1�i• 03P Stair Handrail 34 in.–38 in./Step Risers 711/Treads 11" Vestibules For Exit doors>3000 sq.ft. tri \ �� IV F 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 +�T\�''�\ �\�. tJ�t t Floor Bathroom Watertight/Other Floors Okay SAit� `cj � Nrx Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System `- vQ-- HNN'A�,Sr�_ NA Fresh Air Supply for Occupancy/Ventilation Combustion 4.103 A' �' " "vLRCter.1 Low Water Shut Off For Boilers S t t✓�n \_\�t��ri'--t\1 Gas Furnace Shut Off Within 30 ft.or Within Line Of Site f Get biI-IEiJ® \--ftl Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors t..- s tL N\Ov)j ��p 0 kW, > 10%> 1000 sq.ft. C-1-)P-43 - Vo Q-- 1% 1 Vt ' Hour Corridor Doors&Closers Arg. Firewalls I Fire Separation,2 Hour, 3 Hour Complete/Fire J Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30'x 20"x 30"(h),Crawl Space Access 18'x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed / Handicapped Bathroom Grab Bars/Sinks/Toilets ./j Handicapped Bath/Parking Lot Signage .7/ Public Toilet Room Handicapped Accessible V/ Handicapped Service Counters,34 in., Checkout 36" V Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both / sides] Active Listening System and Signage Assembly Space Final Electrical I Flex Gas Piping Bonded ✓/ Site Plan/Variance required / Final Survey, New Structure/Flood Plain certification,if req. ✓/ As-built Septic System Layout Required or On File 6 Building Number or Tenant Address on Building or Driveway 4' ,� Water Fountain or Cooler l Building Access All Sides by 20'I Driveable Surface 20' :/ 7 Okay To Issue(Temp or Permanent CIO C DAA` Okay To Issue C� I©©. 00 T i k'C \ FES L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Reportdoc Revised January 7,2008 Co.DeRAFFELE Mfg. , Inc. • BANKS • DRIVE-INS BUILDERS AND DESIGNERS • RESTAURANTS °; December 4, 2012 • MODULAR BUILDINGS VIA FAX & EMAIL 5L.5! Attn.: Mr. John O'Brien, Building Inspector Town of Queensbury • Queensbury Building & Code Enforcement 0 742 Bay Road Queensbury, NY 12804 `° Re: Ambrosia Diner 518 Aviation Road • Dear Inspector O'Brien: o It was a pleasure meeting with you yesterday at the Ambrosia Diner in Queensbury. As requested, I have enclosed the following items: 1) November 27, 2012 letter confirming the Insignias received and paid to New York State. U 2) December 1 , 2012 Inspection Report from T.R. Arnold & 3 Associates, Inc. (3rd Party Inspector) showing the approval for our z New York State Approval 2012-34. T.R. Arnold said that local • building officials usually accept his inspection report in lieu of a W letter. W 3) The signed and sealed COMcheck for the Building Envelope and a confirming letter signed and sealed from our architect, Joel Greenberg, from Architectural Visions. Tic Regards, N t� Joseph DeRaff �tJ� trI *� STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. Cuomo 99 WASHINGTON AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY 12231-0001 SECRETARY OF STATE November 27, 2012 DeRaffele Mfg. Co., Inc. Attn: Joseph DeRaffele 2525 Palmer Avenue New Rochelle,NY 10801 RE: M064 Dear Mr. DeRaffele: Issued herewith in response to your request dated November 26, 2012 are the following Factory Manufactured Home Insignias of Approval as authorized under Part 1209 of the State Uniform Fire Prevention and Building Code: Insignia serial numbers: 19-55047—19-55049 (Previously on Hold&Enclosed) 19-57838. 19-57844(Enclosed) Check number 2924 in the amount of$262.SQ-was received in payment of the associated fees (7 Insignias@$7:50). These insignias are solely for use by DeRaffele Mfg. Co., Inc., indicating Group A-2 (Restaurant) occupancy, with approval number M064-2012-34,which has been manufactured in accordance with Department of State plan approvals. In accordance with the requirements of Part 1209,the manufacturer is to report monthly with respect to the disposition of each insignia issued. Enclosed is a reporting form for your use. Sincerely, Ronald E. Piester Director Codes Division REP:dpm Enclosures VWWV.DOS.NY.GOV • E-MAIL:INFO@DOS.NY.GOV Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requa = : Queensbury Building &Code Enforcement Arrive: \Z o7 a If I Depart: -Lib a p� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: (k3EEIWOc/.` 01 r3Cc PER % -. 1 1 --62_Z LOCATION: <cl`c c `1 I Ate't01J R() DA r - COMMENTS: Y N NA Chimney Pa'Vent/Direct Vent Location "` 13E-C-'i) 6-"\--NAVE c Plumbing Vent Through Roof 6"/Roof Complete / Exterior Finish/Grade Complete 6"in 10'or Equivalent V/ O tit c-- r-c\& F o R- Interior/Exteterior Guardrails 42 in. Platform/Decks V C50 1\-D 1 tJ L C tJ.3 E-11.3. Interior I Exterior Baflisters 4 in. Spacing Platform I Decks ,/� Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" ---\V• _`51-1\k-V._ Ri-) 1-k51 Vestibules For Exit doors> 3000 sq.ft. / All Doors 36 in.w/Lever Handles/Panic Hardware, if required t� \ I.3 --R'T u O k \e�j ALL�C Exits At Grade Or Platform 36(w)x 44'(I)/Canopy or Equiv. / l ��1/43‘...4-\\--e.: ) Oo�� Gas Valve Shut-off Exposed&Regulator(18")Above Grade :// Floor BathrxarnWatertight/Other Floors Okay '�X-�Ei 4t&2.._ ASb=t& _1: Relief Valve,Heat Trap/Water Temp.110 Delroses Maximum ..4.7)-7)-C-'Nt 9--15 Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System -- I AL j?��ET 3-i\‘e Fresh Air Supply for Occupancy/Ventilation Combustion 4kA\bb -C) Low Water Shut Off For Boilers \t� Y t_�O Gas Furnace Shut Off Within 30 ft.or within Line Of Site V `_ 1 �� Oil Furnace Shut Off at Entrance to Furnace Area ,/ Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'A doors LET'Vz-� F�1);A IQs} > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers ' G tom\t . Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors /—"' r=•/-Tt=00 \\A tZORA Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame EY- P3e31-"H CSS t•kC= T Attic Access 30"x 20"x 30"(h), Crawl Space Access 18'x 24" p ,c HC�� \DE_ Smoke Vents Or Fan, if required / Aa)0 V.O. CoRE V-- Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets F\ i\i\7--, -\PRL Handicapped Bath/Parking Lot Signage ,.� 4 Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp I Handrails Continuous/12 in. Beyond[Both sides] Active Listening System and Signage Assembly Space / / ,,—�' � Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required 6\G43 Rc_k_ a Final Survey, New Structure/Flood Plain certification if req. c'V-- J,N?-`,N As-built Septic System Layout Required or On File Driveway 4' Water Fountain or Cooler / Building Access All Sides by 20'I Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Building&Codes FormstBuilding&CodesUnspection Forms%Commercial Final Inspection Report.doc Revised January 7,2008 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque Ir• Queensbury Building &Code Enforcement Arrive: PY e t`S a (firDepart: (-3%26-a i 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: / :11) NAME: C c \1JEa PERMI #: \ \ 4022— LOCATION: X51\ fA.1\pT‘0, DATE- — •— 4444004111#1111St COMMENTS: Y/ N NA — Chimney/'B"Vent/Direct Vent Location :- Chimney Plumbing Vent Through Roof 6'/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior t Exterior Banisters 4 in. Spacing Platform t Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft All Doors 36 in.w/Lever Handles I Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44'(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water 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 > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18'x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroo rab Bars/Sinks/Toilets Handicapped Bath Public Toilet Room Ha •napped 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/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain ;• I As-built Septic System Layout Required or On File 4`111111"1".",_ Building Number or Tenant Address on Building or D -y • Water Fountain or Cooler Building Access All Sides by 20'I Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codesunspection FormslCommercial Final Inspection Report.doc Revised January 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: J— 19- 1 NAME: M /0"I`\ V)r z;.�(cei)tiNa dV LOCATION: SI vDlet©,n Rd PERMIT#: tP�� Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has been: Craig Brown,Zoning Administrator Notes: lj r t N -t i h � VYt Ott X, I L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCES: NEW YORK STATE DEPARTMENT OF TRANSPORTATION INTERSTATE ROUTE 502-3-2.1 HUDSON RIVER - GURNEY LANE, FISH 59-9 MAP NO. 908 PARCEL NOs. 1410 & 1411 (SEE ATTACHED MAP) MAP OF A SURVEY MADE FOR PYRAMID COMPANY OF GLENS FALLS DATED APRIL 17, 1998 LAST REVISED MAY 18, 1998 BY VAN DUSEN & STEVES AVIATION ROAD DEVELOPMENT CORP. TO MEADOW RUN DEVELOPMENT CORP. DATED SEPTEMBER 1, 1966 IN BOOK 476 PAGE 16 PARCEL 2 DEED REFERENCES: NORTHWAY RESTAURANT & CATERING CORP. TO AVIATION ROAD DEVELOPMENT CORP. DATED JULY 21, 1966 IN BOOK 472 PAGE 114 2 DESANTIS ENTERPRISES TO AVIATION ROAD DEVELOPMENT CORP. DATED JULY 21, 1966 IN BOOK 472 PAGE 116 3 DESANTIS ENTERPRISES TO AVIATION ROAD DEVELOPMENT CORP. DATED JULY 21, 1966 IN BOOK 472 PAGE 118 DESANTIS ENTERPRISES TO AVIATION ROAD DEVELOPMENT CORP. DATED JULY 21, 1966 IN BOOK 472 PAGE 121 O MEADOW RUN DEVELOPMENT CORP. TO AVIATION ROAD DEVELOPMENT CORP. DATED JANUARY 6, 1967 IN BOOK 477 PAGE 470 AVIATION ROAD DEVELOPMENT CORP. TO MEADOW RUN DEVELOPMENT CORP. DATED DECEMBER 30, 1966 IN BOOK 477 PAGE 472 INTgRSTATE ROUTE N06°32'53"E 398.98 O N C6 N � , Z AREA 90,205 sq.ft. 2.07 acres �_� _. � _EASEA4EtVY ti{)cCiC z".95 F=AGE�54 �p Op N Lo0 C14 00 �. 244.68 S05°38'53"W 33.39 LANDS OF PCGF NEW CO., LLC 4143/236 v p d N OD n O N -EXIT R AMP � z 26.97 I.R.F. Spy°5753�-W F i I N84°02'07"W 11.95 00 n 12�_ S05°57 53"W AVIATION ROAD DEVELOPMENT CORP. TO MEADOW RUN DEVELOPMENT CORP. DATED SEPTEMBER 1, 1966 IN BOOK 476 PAGE 16 f PARCEL 1 LANDS OF GRJH, INC 1420/48 SIGNAL BOX �\ I o C5 SIGNAL POLE r� CLZ� CONC. PAD[] J h t t±y i �o wf sicry 89.66 0 z Z) O CIO PARCEL 141( AS PER REF 41.89 Co SOS°3 � w 33"V 00 00 O N '- PARCEL C 1411 V 1p AS PER REF. I El Y J w U 0 I U ^wv V V a� O b O cd Co 4-4 0 o a U� Cd 4� C' 44-10 0 H O 0 O F O_ CC z U< F O C<�- jW'W��Z � usirc � SS Q EASEMENT AVIATION ROAD DEVELOPMENT CORPORATI TO CENTRAL QUEENSBURY QUAKER ROAD SEWER DISTRICT EASEMENT NO. 6-9-1 IN BOOK 753 PAGE 56 o Co N 0 to RECL-i v L -L.00 z a O N 1 2012 cr TOPANNINOF GOFFICERY co0 o LEGEND: 0 Cob Co I 'Cq � rn 0 r - = LAMP POST x rn o —� = SIGN POST ❑ = CATCH BASIN Date: OCTOBER 20, 2011 wv N = WATER VALVE Scale 1'-30' -0— = CHAIN LINK FENCE Q = SEPTIC/SEWER MANHOLE S I.R.F. =IRON ROD FOUND SHEET 1 OF 1 UTILITY POLE DWG. NO. 98040 -Q -DINER r I 00 m I C\ r I PARCEL 141( AS PER REF 41.89 Co SOS°3 � w 33"V 00 00 O N '- PARCEL C 1411 V 1p AS PER REF. I El Y J w U 0 I U ^wv V V a� O b O cd Co 4-4 0 o a U� Cd 4� C' 44-10 0 H O 0 O F O_ CC z U< F O C<�- jW'W��Z � usirc � SS Q EASEMENT AVIATION ROAD DEVELOPMENT CORPORATI TO CENTRAL QUEENSBURY QUAKER ROAD SEWER DISTRICT EASEMENT NO. 6-9-1 IN BOOK 753 PAGE 56 o Co N 0 to RECL-i v L -L.00 z a O N 1 2012 cr TOPANNINOF GOFFICERY co0 o LEGEND: 0 Cob Co I 'Cq � rn 0 r - = LAMP POST x rn o —� = SIGN POST ❑ = CATCH BASIN Date: OCTOBER 20, 2011 wv N = WATER VALVE Scale 1'-30' -0— = CHAIN LINK FENCE Q = SEPTIC/SEWER MANHOLE S I.R.F. =IRON ROD FOUND SHEET 1 OF 1 UTILITY POLE DWG. NO. 98040 -Q -DINER r I 00 m - trip ripi,osissip,4- /i-,/ Inspection Form Town of Queensbury Fire Marshal O Periodic Inspection Date: I I /1 //:*Tlme://) ti, 742 Bay Road,Queensbury NY 12804 'aye-Inspection / `t / 518 761 8206/518 761 8205 tY CO Inspection Permit#: ! " o a Fir arshals Representative 1 MJ Palmer Business Name: ,c V31'os 1 ei. (r:' :.\ ( (1 e ft-- Location: _5/ ' -Ps0 je i7'n /GK Stillman Contact: Type of Inspection N/A Yes.0„)io EXITS: Exit Access FC 1014&FC1029 /" NOTES Exit Enclosure FC 1020&FC1029 .."*.° - Exit Discharge FC 1024&FC1029 Sign:Normal FC 1011 &FC1029 fF„�' ` d"'7 j-,,,,-.) -' � Locks and latches FC1008& FC1029.2L. )i` .' _a ' ' !' ,' Sign:backup FC 1011.5.3&FC1029.7.5 f <f z d: t : i'. i_.� .1,- ( e�2`"; `" `. ' r AISLES: --_,1 :/7. _( ,e>-:::,;:' �~„,,•.-"),,,:i'.., �1 7-- �a 37- 5 -1y,? �i Main Aisle Width FC 1024/1025&FC1029.11 r,.� '�n21IC/77 .,Z..�� T 14' G 1--071T Secondary Aisle Width FC 1025&FC1029.11 �,f FIRE EXTINGUISHER: Hung FC 906 -,. Inspection of extinguisher FC 906 �� ; ----- t EVAC Plan FC 404.6 y TRUSS ID SIGNAGE FC 505.3 rte^ \ •- v,�"�G j � . 4...›,- •'� _ /:_t11L 14I I- ?r,, '7. EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 s 5 _ Exterior FC 1006.3 .. ,,-4 - /41- 4...., 1.4,r�< Clearance to Electrical FC 605.3 ,,/'- �`� ! * � �' Electric Wiring Enclosed/Labeled FC 605.3.1 ! `''— Combustibles in Equipment Rooms FC315.2.3 .r."--1)--)1'41"'"- -.5. h ..°r ;:.;", 1"9 -k.:•, F.D.Signage- FC 510 ....�''' 411111* /� 67 No Smoking Signs FC 310.3 _. -' / ' '' I� `-- • / /7/ 17 t ,, 1,o ' Storage FC 315.2 Compressed Gas FC 3003 a•- /� > Vehicle Impact Protection FC 312.1 f�1 r 'fes ./-:: x l / wry " Interior Finishes FC 803-804 - , Smoke Detectors FC 907 ,...,./-''' --Ci... $ . L..42 J vlt) -r t, 1;7'" r Ci i I;' >,..CO detectors FC 610 .rte' 7- Clearance to Sprinkler/Ceiling FC 315.2.1 / �`�� r _ " "`� 18" / 24" ' - - EVAC SIGNS IN Rooms FC 404.6(R1 &R2) ..•''"� *-Cl-054 t2if." AJ i/ &„jt 1 c 1.='��"-.`'K+ Fuel Pump Warning Signs FC2205.6 „/ / ? �'' ' Fuel Station Emer Procedures FC2204.3.5 •.-�' L4) /1/i ''�r L r9` � -)f/ i-44 Exterior Storage FC 315.3 // REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 ,-. 3. 21 DAYS SYSTEMS: FC 901.6 lnsp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual /OA' DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen SuppressionC 1 .. ,-' '..(.2.; t.:z�f- <'r Semi Annual 7 Fuel Island Suppression Semi Annual /T.:--- ,M I Hood Cleaning 3-6-Annuals P' Knox Box:installed/checked FC506 ` ''il':-'` e%'% '-i/ '', ".r'4f j "r*. /4A-02."'x'. Operating Permit, if required will be issued after Completion of Inspection I Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque. :-�-• . Queensbury Building&Code Enforcement Arrive: 3 , i'7 Depart:j.3:-.71 pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: fiW" NAME: GA) PERMIT#: ZZ LOCATION: 114 i11 (\1© RD /INSPECT ON: i\— 13—12_ TYPE OF STRUCTURE: Coa}mcptt Y — tja Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for a C E 1 Nt�c- providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM IIIL . Go&4 I / 20 Commercial Final Inspection R- • •rt , Office No.: (518) 761-8256 Date Ins• =ction - - - : .,:ived: Queensbury Budding &Code Enforcement Arrive: 1 ir► '�;y1 Depart: I2=%h a 742 Bay Road, Queensbury, NY 12804 Inspector's n NAME: 1�,5�ill e r- (14N&N--pk,d1c)•-•�ON€)QPERMI . ) /._(o a a LOCATION: „i4-0,t -i o n DATE: - 11— \3 --2-0\Z COMMENTS: Y N NA --v! kTE CgT1 \CR�\o►. Chimney I'B'Vent/Direct Vent Location Plumbing Vent Through Roof 62/Roof Complete F ROS brC'E EIJC)t t EE-R o Exterior Finish/Grade Complete 6"in 10'or Equivalent f / -- 6 v t3M� F‘rJ i%L AURuE Interior I Exterior Guardrails 42 in. Platform/Decks �( Interior/Exterior Bailisters 4 in. Spacing Platform I Decks i — R- --PAE PR©v t DE- Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" / R�� 1 1� R Vestibules For Exit doors>3000 sq.ft. fv�� All Doors 36 in.wILever Handles I Panic Hardware,if required R \ G C g HM t\iNv Exits At Grade Or Platform 36(w)x 44'(I]/Canopy or Equiv. ‘/' Gas Valve Shut-off Exposed&Regulator(18D Above Grade / — R-EiA �O\)vDE... Floor Bathroom Watertight/Other Floors Okay ,/ Q�A�a- CAS\�l�is Y Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System M F\IJ'tel- FC o\IES Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers / .fF.113 \__ 'AtJ�At io Gas Furnace Shut Off Within 30 ft. or Within Une Of Site J L � R ,� cc; Oil Furnace Shut Off at Entrance to Furnace Area E1�1rJ . Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'A doors > 10%> 1000 sq.ft. -- RortbE P9•00\QE c . %Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour, 3 Hour Complete/Fire OVA-\ II__ \ 'T'i pt, Dampers/Fire Doors /0OCOM,E M`e4C.b wiiii Ceiling Fire Stopping,3,000 sq.ft.Wood Frame 1 ✓ TTvrJ� St9\\-- c-�J'L�iPC: Attic Access 30"x 20"x 30"(h),Crawl Space Access 18'x 24" // T . c i Smoke Vents Or Fan, if required Elevator Operation and Signage/Shalt Sealed / �-CC �� Handicapped : , i, ••• Grab Bees/Sinks/Toilets J Handica. •=• - •arking Lot Signage RAS PtbE. pg-ov, i Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" � LJµ i o� ` 1 t �R vlsWf t1 �vV a sides] Handicapped Ramp/Handrails Continuous/12 in.Beyond(Both e'��i�-�E ' 3\ )E EOF Active Listening System and Signage Assembly Space I PRISTE_ N-\dA o 0 L -blot Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required ✓/ R9tM� 4 v'\t ,, Final Survey, New Structure I Flood Plain ,If req. V • / As-built Septic System Layout Required or On File Ai Eu>ER) / 1 ' 1 i fp Building Number or Tenant Address on Building or ' eway 4' • " ` t�1 Water Fountain or Cooler — aFF1 D�� 0 Building Access AN Sides y20'1 Driveable Surface 20'wide J Okay To Issue Temp.or Permanent CIO '��" �� Okay To Issue C/C C,-c: tl„`'i' _-T e_ Fie f wJ' S_V, \f'- C)c- 1.. i-7%EN3 o iJ 1-5 A5E1*/l£1 T AV8-5 tk t--1, NOS \ c k Lt-7 vik k)171- ‘3R-7 \rho w P&L, ag, L:\Building&Codes Forms Building&Codesilnspection Fo msrCommercial Final Inspection Report.doc Revised January 7,2008 Pt»t0 'C L- 1¼ -_- N7'�tJ�\FA>vol % iJ F Lolb.Q-4 uJI N.?- ___82-11\--i-EP C-& 1 rJ 0 — mac_t1. 7�iZj '9 T XY 17 Commercial Final Inspection Re• •1 Office No.: (518) 761-8256 Date Inspection requ- I _•: Queensbury Building &Code Enforcement Arrive: `364.bC a tilibi Depart: \?it\C) apm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: O. .\ G ` ..f " PERMIT - . Z LOCATION: t ,anq •D DATE: - - 'Z r COMMENTS: Y N NA J Chimney I'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6'/Roof Exterior Finish/Grade Complete 6"in 10' Equivalents �1 N- EC Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Banisters 4 in. Spacing Platform/Decks ' � ��, ��` J Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" (V)E_ C'\F-�:` \ O It i L 1 Vestibules For Exit doors> 3000 sq.ft �,� oh RE i=0 zJ Lu i--- All Doors 36 in.wILever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44'(I)/Canopy or Equiv. F k.-002\ of 0l ivFR vAc Gas Valve Shut-off Exposed&Regulator(181 Above Grade `k- tJ E EEn 'To ()E. Floor Bathroom Watertight t Other Floors Okay (1)RC``F n 13`--- c))E Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System k-\ L M El-) l'J 7 M`OD Fresh Air Supply for Occupancy/Ventilation Combustion OV_- \��,\ �6 Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site VOQE_c-\ 6 l-1E \-\h1 Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors _)0� Lo\CA100 o I' > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers F 1` L 'BW .KL Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire () U 1�►\E c F LuTW Dampers/Fire Doors tom, � Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame 1 UL-- `3E. ECX) Attic Access 30'x 20"x 30"(h),Crawl Space Access 18'x 24' DK C..E 9 T 1 F\ � Smoke Vents Or Fan, if required f;C.c_. )ç\oc_ o Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets ,C.- .)--VPI� \DiDO Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible SDE?B I-Aa v)tkE Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 In. Beyond[Both RE e\o•- •®‘ Roc sides] ELEC_‘ \C 0 '0)W '‘/ Active Listening System and Signage Space �> \ )\ �� Final Electrical l Flex Gas Piping Bond A�'j-'1 pL) Site Plan/Variance required Final Survey, New Structure 1 Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' S Water Fountain or Cooler Building Access All Sides by 20'I Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\lnspection Forms!Commercial Final Inspection Report.doc Revised January 7,2008 rcx uat:eu lune 11105/2012 14:42 518 273 1202 P.004 A -( Nt�v. 5_ 2012I) 2:41P MMDIA Waterv1 iet NY � 1�- :;v � �,-,c�itNo. 6697a�P. 4/6 �q' .t,„ _ _ ''.> MIDDLE DEPARTMENT INSPECTION AGENCY, INC. OA r:` 5 ty .e that the electrical wiring to the electrical equipment listed below has been examined and is approved as 4�; .\s being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date , 'Yrl, --.,3,•` noted below and is issued subject to the following conditions. / 11): Owner: Queensbury Diner Date: 7 --�`' 10/24/2012 c •%� Occupa`` Location &. ;?; Basement 518 Aviation Road Occupancy: Queensbury,Warren Co. NY CO � � ;;'s% •p y• Non-Residential h ! (`i>, Applicant: r r. tip, Liberatore Electric •, .. , 4'i 207 Huston St. ”" ` �, 0 Scotia, NY 12302 ^�.•` < ley, rty • , grl ;i." •• • ii Joseph A-Holmes t� y1414.801-46584EL `. .. - , - : - .. -- -- . - . .. . . _ _ . .(� 'r,Equipment: i • ��, 800-Amp. Service Eq ipmerit• 2 750 MCM. Service�onductors13 Switches- 25�=Receptacles; 69 - Fixtures; 2 - : - � - Burner, Wiring &Controls(Cas); 1 ;:dishwasher 60 Amp; 3 - Emergency Lights; 2-'Exit/Emergency Combos-,1 - 's Dough Machine; 1 - Meat Saw;.11;;�30.Amp RTUs;1 -30 Amp Freezer&Compressor; 5-200 Amp Panels; 1 - 150 ; (�, Amp Panel 1 20Amp Freezer, i.:.-Smelt,Coc ler; 1 30 Amp Cooler . ,.4. .�� (Cr) 3< 0 • �r . `. . '_�!� This certificate applies to the electrical wiring to the electrical equipment 6eted immediately null and void. This certificate applies only to the use.occupancy acid 4. '•&;. above end the installation inspected as of the above noted date based on a visual ownership as Indicated herein. Upon a change in the use,occupancy or ownership h!':' GFS; inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property Indicated above,this certificate shall be immediately null and void. =? .; `�;,, ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes Invalid based upon the above conditions, yg.„; 2 be valid for a period of one year from the above noted date. Should the electrical this certificate maybe revalidated upon reinspection byMiddle Da artrneni >'; i`;t� P P P i'�fr ;✓ system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must ba submitted to Middle Ali:, * ea to,the Introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, inc. to initiate the inspection and revaad8tlon 'Oc! y��, any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. 'e. a.y:. fit, 4'G:'', >, i%:•.:• :;i..10”-4:%C•:.:;:�:i1k.:77: 'V-7.i.'' ',y T1•'1:�:�::.:!`v.��5 b v'�y �y^'ZJ.'•v,i! vI v:- 'l'' L•�'•�:�::�!:�'.StiS�,:�•�,:`v�\'''.?; .: •�:.. _.✓ %`� .� . .Y, Ji >,, v ,v v � v - ,/'.,/,:�,;= ri?�7ti/= ,.; ; Commercial Final Inspection Re• •rt Office No.: (518) 761-8256 Date Inspection req - /ived: Queensbury Building &Code Enforcement Arrive: s° jj • , Depart: ► :1i •�. 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: . s NAME: l _ L ' t _ ' PERMI • - •ZZ LOCATION: t" ' t iRTrt\ '• V 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 Baflisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors> 3000 sq.ft. All Doors 36 lo.w/Lever Handles I Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44°(i)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight!Other Floors Okay Relief Valve,Heat Trap!Water Temp.110 Degrees Maximum Boiler!Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy i Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets ®()C1 Handicapped Bath/Parking Lot Signage CCEth f\ Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in3 Checkout 36" 013 1)3 EbT \D pi Handicapped Ramp!Handrails Continuous/12 in.Beyond[Both V201\--.0\16 kb )1 sides] Active Listening System and Signage Assembly Space 0-0 t DE_ 1 T Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required T m Wit\ EE b Final Survey, New Structure/Flood Plain certification,if req. Q® - o As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' � - Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide r1 Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:1Building&Codes Forms\Building&Codes\Inspection Forms%Commercial Final Inspection Report.doc Revised January 7,2008 °OO Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req - ,i - , ed: Queensbury Building &Code Enforcement Arrive: - -,a14% I,. = : t a Ip) 742 Bay Road, Queensbury, NY 12804 Inspector's Initi !g/ 7 NAME: E I c3 u R'- ) E2 PER T #: j \-622._ LOCATION: �14� A� t ��o�� INSPECT ON: 1D -4.--vz_- TYPE OF STRUCTURE: Y N/A Rough Plumbing !Nail Plates ,i),(11-FEMA 9 uM�i Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum /Cleanout eve 100 feet I chan►e of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above hthest connection for 15 minutes Pressure Test Water Supply Piping _ Air/Head _50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant . Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace , Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 ,O6 VO Rough Plumbing I Insulation Inspecion Repo Office No. (518) 761-8256 Date Inspection r- + 4't - • ived: Queensbury Building &Code Enforcement Arrive: ( e �� ='art: r ami m 742 Bay Road, Queensbury, NY 12804 Inspector's In° - . ..... 4 NAME; PERM 0 #: \ \ --taZ7 LOCATION: INSPEI T ON: 9 - ZO—tZ TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 36 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I 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.1 for 15 minutes Insulation/Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) uct/Hot Water Piping Insulation If required unheated spaces (\)etsi‘� \ `o Combustion Air Supply for Furnace -- OOt Lcc2,5 Duct work sealed properly I No duct tape FDPN \-\6T COMMENTS: MEQk'LF Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Commercial Final Inspection Repo Office No.: (518)761-8256 Date Inspection - •ue= - - - •: Queensbury Building &Code Enforcement Arrive: \r it• Depart: V-604.1,431 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _A NAME: ()._o C A.6�j�}R� 010_EK_ PERM LOCATION: _El 11�11 Rtic DATES,. 1 — COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location 1 660E-_-_1) Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6'in 10'or Equivalent y.- � t343Et\E Interior I Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Baflisters 4 in. Spacing Platform/Decks L_Pts 00T 0 0 S. Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" 2 Vestibules For Exit doors>3000 sq.ft. €3 E= �eOtEu ) 6' All Doors 36 in.w/Lever Handles I Panic Hardware, if required RK 1 1-3 To '()ci Exits At Grade Or Platform 36(w)x44"(l�Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(181 Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System — LL F\ tj\(: Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers VTE l"J L Gas Furnace Shut Off Within 30 ft. or Within Line Of Site O�� h Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/ReceivinglShipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. P{��J J`7 F a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire PLFF .5Eç)1- . W Dampers/Fire Doors n Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame f L\ kbC E.0 A Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required ' ��CV 0 o i !� Elevator Operation and Signage/Shaft Sealed t� _ Handicapped Bathroom Grab Bars/Sinks I Toilets �J O C-v t flc , 1 e Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible R6Pc P Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] — 10 R �= Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded �'t \E E Site Plan/Variance required Final Survey, New Structure I Flood Plain certification,if req. j-V7E_la \&)�j \ As-built Septic System Layout Required or On File � a Building Number or Tenant Address on Building or Driveway 4' 1�3 Water Fountain or Cooler `-T- Building Access All Sides by 20'1 Driveable Surface 20'wide1 Bt)' - Okay To Issue Temp. or Permanent C/O \ 6—\-- B g Oa tq Okay To Issue C/C c L:\Building&Codes Forms\Building&Codesllnspection FormssCommercial Final Inspection Report.doc Revised January 7,2008 762'2p� FIRE MARSHAL'S OFFICE ueen.sbur `25Qx y Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " Queensbury Diner 9/12/2012 Walk Through • Grease duct test to comply with NYSMC 506.3.2.5 cannot be performed. Construction is well beyond point of inspection • Locks/latches rear kitchen door non compliant • New fire suppression submittals required for both hoods. FM office must do a witness test of systems as well as witness test of fan interlock per NYSMC 507.2.1.1 • Knox Box must be ordered and installed • Fire extinguisher locations to be verified • Current exit and emergency lighting layout is not compliant with approved drawings • Need submittals for Type 2 hood in basement • FM to make determination regarding appliances being installed in basement • Complete Fire alarm submittals required(see attached) Fi re Marshal 's Office • Piton e: 518-761-8206 • F a x: 518-745-4437 firemarsluil@queensbury.net • www.queensburj.net Chapter 9 -Fire'Protection Systems Page 1 of 1 Glick her for PAID Substriptions • State o f 2010 Fire Code of New York State .I ■ Chapter 9 -Fire Protection Systems ■ SECTION 808 FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR.DECORATI VE MA"I'ERIALS IN NEW AND EXISTING BUILDINGS • 907.1 General. 907.1.1 Construction documents. 907.1.2 Equipment. Top Previous Section Next Section To view the next subsection please select the Next Section option. 907.1.1 Construction documents. Construction documents for fire alarm systems shall be submitted for review and approval prior to system installation. Construction documents shall include, but not be limited to, all of the following: 1. A floor plan which indicates the use of all rooms. 2. Locations of alarm-initiating and notification appliances. 3. Alarm control and trouble signaling equipment. 4. Annunciation. 5. Power connection. 6. Battery calculations. 7. Conductor type and sizes. 8. Voltage drop calculations. 9. Manufacturers, model numbers and listing information for equipment, devices and materials. 10. Details of ceiling height and construction. 11. The interface of fire safety control functions. Top Previous Section Next Section To view the next subsection please select the Next Section option. COPYRIGHT 2007 by INTERNATIONAL CODE COUNCIL http://publicecodes.cyberregs.com/st/ny/st/b300v10/st ny_st_b300v10_9 par238.htm 9/12/2012 pt FIRE MARSHAL'S OFFICE „..412...2, Town of Queensbury 742 BayRoad, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " QUEENSBURY DINER FIRE ALARM • NEED COMPLETE SUBMITTALS PRIOR TO INSTALLATION (907.1.1) • Requires complete manual and automatic fire alarm system • HVAC shutdown is required • Sprinkler monitoring is required • Central Station monitoring is required • Strobe over FDC is required • Witness test will be required prior to CO • NFPA 72 record of completion is required • NFPA 72 inspection and testing report required Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net www.queensbury.net Foundation Inspection Report Office No.(518)761-8256 Date Inspection ues :. Queensbury Building&Code Enforcement Arrive: .�� , part: %Z__F_CP P) 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ' NAME: E U R\ Di ' r PERMIT#: I ` --(o 7 Z LOCATION: e Pt tJ T Pt—F1, ) INSPECT ON: 9- I 1 -1 TYPE OF STRUCTURE: Comments _ Y N to 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 E)C'EQ-\o S3f"6 EAc`'1 ^ -. Reinforcement in Placej Footing Dowels or Keyway in place E_OT�� Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 -77 Inspector's Initials: &A4--) NAME: ►' p t-' PERMIT#: // - Lv LOCATION: t ►b n J INSPECT ON: Si— TYPE OF STRUCTURE: Comments VN N/A Footings Piers Monolithic Slab ... _ Reinforcement in Place f ,+/ A2 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 C_,_ 't — Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM '• Framing / Firestopping Inspection Re• • • Office No. (518)761-8256 Date inspection - Queensbury Building&Code Enforcement Arrive: It.9,FTarn/ZJK rt: Zit 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: l ,OE L)B1 g,�f D1 fERMIT#:LOCATION: .Sj9 A 1 RT-1 n k( SPECT ON: 7 � TYPE OF STRUCTURE: RE (). 1 FnRF �t6 MR tik .f Y N COMMENTS: Framing Attic Access 22"x30" minimum O A F\E� \ �� `at).1 Jack Studs/Headers C� Bracing/Bridging REPO�T ( \ \-�E NaTL�T" Joist hangers Jadc Posts/Main BeamsF{�(2, \ t E R t T ?liKEtiE �jl�(�MVV Exterior sheeting nailed properly Tc� 0\)g ©�F LE FO(Z 12"O.C. Headroom 6 ft. 8 in. c)E(4)1q130- 0 OE.C'1-t Ut Stairwells 36 in. or more Exterior Deck Bracing CA 0 b �O J Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls of O I OER V-e_ Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D naUs each side Draft stopping 1,000 sq. ft. floor uses PLEA tj FtR-u3B R� Anchor Bolts 6 ft or lesson center Ice and water shield 24 inches from wall —70E_ t_'1 \ COl3C Fire separation 1, 2, 3 hour M po\)opt L \ O C u Fire wall 2, 3, 4 hour t� Firestopping C.C- R \ � Penetration sealed 1 'S6 6 16 inch insulation in cavity min. Garage Fire Separation Z— 1 House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall '-"`1 (\4 00j, Windows Habitable Space/Bedrooms 24 in. (H) 5in. 5..7 sf above/below grade 5.0sfgrade L:\Builds g&Codes Fortes-OLD1Building&CodesYnspedhon FonnslFtsming Firestopping Inspection Repoftdoc Revised Jsrniery 7,2008 DeRAFFELE Mfg. ' �� drrCo. • BANKS • DRIVE-INS 1/40 March 2, 2012 BUYERS AND DESIGNERS • RESTAURANTS Le) s' • MODULAR BUILDINGS cn VIA EMAIL Mr. John O'Brien Code Enforcement Officer E B d E 0 Town of Queensbury• D 742 Bay Road Queensbury, NY 12804 co TOWN OF NY Re: Queensbury Diner BUILaiNoQUEECODES Dear Mr. O'Brien: • This letter is in response to your February 29, 2012 email regarding the Queensbury Diner that is currently being built at our factory. 0 ca 0 DeRaffele Mfg. Co., Inc. is enrolled in the New York State Modular Building Program which requires inspections from a certified 31C party u inspection agency. u We will be using T.R. Arnold Associates as our 3`d party inspection agency; part of their checklist is testing the plumbing. Once the Units are completed, fully inspected, delivered and coupled together as one Unit, your department will receive a copy of our Quality Control • Manual. The appropriate insignias will be attached to each unit. si At our expense, you and Mr. Hatin are welcome to visit our factory wz and walk thru the Queensbury Diner Unit. Please let us know when would like to come and visit. oc 3 Sincerely, t dose DeRaffel File:Queensbury Diner Lfr..3.2.12 Framing / Firestopping Inspection Repo Office No. (518)761-8256 Date Inspection =. Queensbury Building&Code Enforcement Arrive: 7.% IC> = : anrrj 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Y-a � NAME: (Lo E F&(3Q fR C) IRIRMIT#:LOCATION: .57 / VIIIt - SPECT ON: TYPE OF STRUCTURE: Y N COMMENTS: Framing PAR % PA Attic Access 22"x 30"minimum 6Ecv..‘Do6 �oLT'EQ 11� Jack Studs/Headers ' Bracing/Bridging CE, F UeJ � PAQ' Joist hangers Pcocv R RE ‘ o .V N covgi Jack Posh/Main Beams \_ociNv\Ot 5 be Fay a Av,5 Exterior sheeting nailed properly BO .\ - 12"O.C. O ‘Lo\N� �©vE�6 ooh N6 Headroom 6 ft. 8 in. -et V\ • GkA 5. opt.) Stairwells 36 in. or more (03\-Z(6B-tS� Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(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'A 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:iBuNdirg&Codes Fours-OLDiBuNdinp&CodesWapection Forrns&Framirg Firestopping Inspection Reportdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Datetion - • 'v Queensbury Building&Code Enforcement Arrive: Z0I •art: wpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: JJI •'?5 P. $T#: 1/-40 LOCATION: l SS l° 1 t©� INSPECT ON: y ) TYPE OF STRUCTURE: (1 t-)M m Comments Y N N/A ( o\ Footings `i` �t � --r t 4U Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing Vmil poly for wet areas under slab ckfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundaton Inspection Report.doc Last printed 12/20/2005 9:24:00 AM t c�cd ..saes fb --1 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r-• fit•• ....01111111.11111 _ Queensbury Building &Code Enforcement Arrive: '- �% `i_' ' : ,_. 742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME:_ _______ PE/IT#: /f-b LOCATION: 5/ g ft ,c0-(00 Rc INSPECT ON: TYPE OF STRUCTURE: _• c4\VC— \.., Y �N NIA (Ti •h Piumbi ' Plates t) t7 • • Vent/Vents in Place 1 %inch minimum Drain Size ✓ Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test r•fa ent Ai • .S 0 ft. above highest connection for 15 minutes P re Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS; Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reques .•ed: 1 0 L Queensbury Building&Code Enforcement Arrive: .10 p a , -part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial •Ar.• � •F• NAME: Ivey (9vit( Pt (\ '1. PERMIT#: f(p-2,-2-- LOCATION: ` ? Avi 0,4 t (iv\ ( INSPECT ON: AMY Z TYPE OF STRUCTURE: Comments .10 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump 12 inch width cher above footm. ' mil pol for wet areas under slab ' Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspectioon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report � -' c1Y pets Office No.(518)7614256 Date Inspection request edr`. 1/.-( �` Queensbury Building&Code Enforcement Arrive: ‘-\'. -;xm/ . - "2 m �- , Depart: �- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: -� (reth"-'t D'vier l ' NAME: PERMIT#: a LOCATION: I1/►�^,.f i INSPECT ON: J/1-41,3-o TYPE OF STRUCTURE: l Comments I 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 COoting Dowels or Keyway in place • Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width / 6 inches above footing s • or wet areas under slab Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report GL-€1 s-e-7 A a° Office No.(518)761-8256 Date Inspection,•- -s .3,3 Queensbury Building&Code Enforcement Arrive: - owl Dep; : ----- 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: s: NAME: D11gef /P;Iet RMIT#: aD//- 40a l LOCATION: 5 / 44641 0 INSPECT ON: V240/). TYPE OF STRUCTURE: Ibler Comments Y N N/A Footings Piers Monolithic Slab ..51n.tviponsible for providing protection from freezing for 48 hours following the placement of the concrete. kJ 'al • is • ••se on site. . ‘17// F• •dation/Wall•• Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop Within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspecctioon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection =. . ,r-f-4: Queensbury Building&Code Enforcement Arrive: -• . s'1 , ,0 Depart: ..1.12 , 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: _,, NAME: UF _L _ I 1: P 4 0 P:RMIT#: \ t —bz_Z LOCATION: i�Q�jr:ig ''!„ .Ib it,SPECT ON: i —1 t —\Z_ TYPE OF STRUCTURE: Comments y Di' NL Footings \ -FhR Piers onolithic Slab �1�7Reinforcement in Place The contractor is responsible for providing protection from freezing / for 48 hours following the placement of the concrete. / Materials for this purpose on site. _ ,/ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: / 12 inch width / 6 inches above footing ` 6 mil poly for wet areas under slab ' Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior I Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspedion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM c1,17- if,f)(\'` Foundation Ins bion Report - =.. ._:- T er Office No.(518)761-8256 Date tion ,u-. - iv •: i ti 3 v I Y Queensbury Building&Code Enforcement Athve: 9-"-6� s Depart: m 742 Bay Rd.,Queensbury,NY 12804 i Inspector's Initials �f r'(1 (/ �' ` 41 )t _ I vt.Gn_T` ,@ . /moi 7 NAME: �i i L'-KCV IA 0 S G PERMIT#: LOCATION: i A '6n ,)w ,./INSPECT ON: i I$ ).O/.)- TYPE OF STRUCTURE: LD `vle r Comments Y N N/A ootings ` P Monolithic Slab ' - b` J\pEli\ , 7 Reinforcement in Place The contractor is responsible for 1, providing protection from freezing for 48 hours following the placement / of the concrete. ,/ Materials for this purpose on site. _ Foundation/Wallpour / zi Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab / / Backfill Approval ` Plumbing Under Slab PVC/Cast/Copper �, Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Queensbury Building&Code Enforcement Arrive: t, ,VIM�; p ADeart: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini N: NAME: i >>E E {jv R ‘13E19 PE #: 1 LOCATION: 5 < ri k�t(:T" V) IN T ON: TYPE OF STRUCTURE: Conlmentt Y N N/A ,�Foatings c7L_s ,M r OD F Piers _\ Monolithic Slab �� \ `--� - °1 Reinforcement in Place b) The contractor is responsible for \)OC--providing protection from freezing ?Vv\ N � 64S for 48 hours following the placement of the concrete. CN? -7-0t)\0 (2---V° 3 0n-L A Materials for this purpose on site. � Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place r' Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas ui$Ier slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation biterior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM page 1 of 5 ARCHITECTURAL VISIONS PLLC JOEL L. GREENBERG 2 MUSCOOT RD. N. MAHOPAC, NY. - F . 0 P � p DERAFFELE MFG. CO. INC. JOB : QUEENSBURY DINER 2525 PALMER AVE. 518 AVIATION RD. NEW ROCHELLE, NY 10801 QUEENBURY, NY. 12804 NY. ENERGY CODE COMPLIANCE BASED ON 70000 DAYS WALLS Uo = AREA = 3110 SQ. FT. X .20 = 662.00 ROOF Uo = AREA = 5398 SQ. FT. X .06 = 323.88 \��y ? TOTAL ALLOWED 985.88 ��,G ��SREvc`Gil �. ` WALLS LOSS = 650.23 , ROOF LOSS 242.91 �� '1056 ��- TOTAL 893.14 ACTUAL .10' 'q !v�vv ITEMS AREA R= UI U X A=1/R LOSS i I i OPAQUE WALLS- STONE 465.00 17.23 .058 26197 FRONT, & SIDES f OPAQUE WALLS-ALUM, 1207.00 1 c,.33 .052 6276 OPAQUE WALLS- GLASS 491.75 2 .43 .039 19.18 DOUBLE GLAZED WINDOWS 848.25 .57 483.50 DOORS 98 .59 57.82 i TOTAL WALLS 3110.00 650�23 TOTAL ROOF 5398 22.28 242191 C � QUEENSBURY DINER page 2 of 5 OPAQUE WALLS W/ STONE, FRONT, SIDES 1. OUTSIDE AIR, 15 MPH WIND----------------------------------17 2. 2" STONE------------------------------------------------------------80 3. AIR SPACE----------------------------------------------------------92 4. STEEL SHEET---------------------------------------------------- .07 5. 3 2" INSULATION---------------------------------------------13.00 ------------------------------------.56 6. %" SHEETROCK TYPE :X' - 7. %" SHEETROCK TYPE 'X'-------------------------------------56 8. FORMICA ON PANELS----------------------------------------- .47 9. STILL AIR----------------------------------------------------------- .68 TOTAL -R = 17.23 FU = 1/R = 1/17.23 = .058 1_ 5- 2 6- A3 7- 4 8- 9- QUEENSBURY DINER page 3 of 5 OPAQUE WALLS W/'A-LUM 1. OUTSIDE AIR, 15 MPH WIND----------------------------------17 2. .050 ALUM --------------------------------------------------------2.9 3. AIR SPACE----------------------------------------------------------92 4. STEEL SHEET---------------------------------------------------- .07 5. 3% INSULATION---------------------------------------------13.00 6. %° SHEETROCK TYPE 'X'-------------------------------------56 7. %" SHEETROCK TYPE 'X' ------------------------------------.56 8. FORMICA PANELS --------------------------------------------- .47 9. STILL AIR----------------------------------------------------------- .68 TOTAL -R = 19.33 � U = 1/R = 1/19.33 = .052 1 5- 2- - 6- 3 7- 4 8- --9- y page 4,of 5 QUEENSBURY DINER OPAQUE WALLS W/ GLASS 1. OUTSIDE AIR, 15 MPH WIND----------------------------------17 2. SPANDREL GLASS ---------------------------------- ------ 9.00 3. AIRSPACE----------------------------------------------------------92 4. STEEL SHEET---------------------------------------------------- .07 5. 3%" INSULATION-------------------------------------------------13.00 6. 8" SHEETROCK TYPE 'X'-------------------------------------56 7. %" SHEETROCK TYPE 'X'------------------------------------,56 8. FORMICA PANELS --------------------------------------------- .47 9. STILL AIR----------------------------------------------------------- .68 - TOTAL -R = 25.43 U = 1/R = 1/25.43 = .039 1 - 5- 2- - 6- 3 7- 4 8- 9- a 9, page 5of5 QUEENSBURY DINER ROOF & CEILING 1 . OUTSIDE AIR, .15 MPH WIND----------------------------------17 2. SHEET STEEL----------------------------------------------------- .07 3. RIGID INSULATION--------------------------------------------19.00 4. AIR SPACE--------------------------------------------------------- .65 5. ACOUSTICAL TILE 2' X 2'-------------------------------------1.78 6. STILL AIR----------------------------------------------------------- .61 TOTAL -R = 22.28 U = 1/R = 1/22.28 = .045 1- 2- 3- 4- 5- 6- ARCHITECTURAL VISIONS DATE: 3-19-10 JOEL L. GREENBERG - ARCHITECT PAGE #11 2 MUSCOOT RD. NORTH MAHOPAC, NY. 10541 JOB: AMBROSIA II DINER 518 AVIATION RD. QUEENSBURY, NY. 12804 r r ILE COPY FLOOR FRAMING @ 150 # L.L. & D.L. 0 0 1 10 = 2- 12" CH 30# EA. BOLTED 6' O/C @14'-0" SPACING 18'-6" SPAN 18'-6" W=2100 M= WL 2 _ 718725 = 8984.0 8 8 _ M 12 1078087.5 S= 2- 12 CH 30 # @ 27 X 2 = 54 S 24,000 24,000 FLOOR FRAMING @ 150# L.L. & D.L. = 4" 17.7# @. 2'-8' O/C.SPACING SPAN 10'-0" W=400 10' M= WL 2 = 40000 = 5000 8 8 M 12 60000 S= 4" 17.7# = 3.04 S_ 24,000 24,000 2.5 ARCHITECTURAL VISIONS DATE: 3-19-10 JOEL L. GREENBERG - ARCHITECT PAGE # 2 2 MUSCOOT RD. NORTH MAHOPAC, NY. 10541 JOB: AMBROSIA II DINER 518 AVIATION RD. QUEENSBURY, NY. 12804 FLOOR FRAMING @ 150 # L.L. & D.L. 01 0 i JL0 = 8 ch 11.5 # BOLT'D TO 12" ch 30 # @ 6' O/C @ 8'-6" SPACING SPAN 14'-0" W=1275 14' M= WL 2 = 249900 = 31237.5 8 8 S= 8CH 11.5 # = 8.14 _ 35 S= M 12 _ 374850 = 15.62 S= 12 CH 30 # = 27 24,000 24,000 FLOOR FRAMING @ 150 # L.L. & D.L. D4 6" WF 9 # @. 2'-8' 0/C SPACING SPAN 14'-0" W=400 14' M= WL 2 = 78400 = 9800 8 8 M 12 117600 S= 6" WF 9 # @ 5.56 S_ 24,000 24,000 4'9 f ARCHITECTURAL VISIONS DATE: 3-19-10 JOEL L. GREENBERG - ARCHITECT PAGE#3 2 MUSCOOT RD. NORTH MAHOPAC, NY. 10541 JOB: AMBROSIA 11 DINER 518 AVIATION RD. QUEENSBURY, NY. 12804 ROOF FRAMING @ 60# LL. & DL. 14 10" wf 19 # @ 6'-0" 0/C SPAN 27'-0" W=360 r - 27'-0" . -' M= WL2 = 262440.0 = 32805.0 8 8 M 12 393660.0 S = 10" wf 19#=18.8 S- 24,000 24,000 ROOF FRAMING @ 50 # LL. & DL. = 3" CH 4.1 # @ 23-1/2" O/C SPAN 614" W=147.8 6' M= WL2 _ 5320.8 = 665.1 8 8 M12 7981.2 S = 3" CH 4.1 # =1.1 S_ 241000 241000 - 0.3 ARCHITECTURAL VISIONS DATE: 3-19-10 JOEL L. GREENBERG - ARCHITECT PAGE#4 2 MUSCOOT RD. NORTH MAHOPAC, NY. 10541 JOB: AMBROSIA II DINER 518 AVIATION RD. QUEENSBURY, NY. 12804 ROOF FRAMING @ 60# LL. & DL. = 8" wf 13 # @ 6'-0" 0/C SPAN 19'-4" W=360 19'-4" M= WL2 = 134569.3 = 16821.2 8 8 M12 201853.9 S = 8" wf13 # = 9.91 S_ 24,000 24,000 LOADING 1 ST FLOOR LOADS ROOF LOADS LIVE LOADS-------------100#SQ.FT. LIVE LOAD--------------45.0#SQ.FT. 2-1/2"TERRAllO --------33#SQ.FT. 12 GAUGE SHEETS---------4.5#SQ.FT. 14 GAUGE SHEETS-----------3#SQ.FT. FRAMING-----------------5.5#SQ.FT. STEEL FRAMING----------8#SQ.FT. CEILING TILES---- 1.0#SQ.FT. MECHANICAL EQUIPMENT-------6#SQ.FT. INSULATION--------- 1.0#SO.FT. MECHANICAL EQUIPMEMT--3.0#SQ.FT. TOTAL 1 ST FLOOR----------150#SQ.FT. TOTAL ROOF--- --------60#SQ.FT. JOEL L. GREENBERG -ARCHITECT DATE: 9-24-09 2 MUSCOOT RD. NORTH PAGE# 5 MAHOPAC, NY. 10541 JOB: CENTURY DINER UNITS - E1 - D4 ROUTE 9 FISHKILL, NY. 12524 ROOF FRAMING @ 60 # LL. & DL. 6" WF 9.0 # @ 6'-0" 0/C SPAN 13'-4" W=360 13-4" - M= WL2 = 64006.4 = 8000.8 8 8 S= 6WF9.0 # =5.56 S= M 12 = 96009.E = 4.09 24,000 24,000 1' PLAN REVIEW CHECKLIST Dion-Residential Occupancies March 2010 NYS BUILDING CODE(BC) Building: NYS FIRE CODE(FC) Location: 'k ti tic, NYS PLUMBING CODE(PC) Address: NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: NYS ENERGY CODE(ECC) Reviewer: THIS CHECKLIST CONSISTS OF PAGES LEGEND: NR=Idiot Required NS=Not Shown NA=Not Applicable No. Topic Code Page Required Actual Section No. or Allowed 1 jurisdiction BC-101.2 1 2 Flood Plain BC-1612 287 3 Separated or Non-Separated BC-302.3 18 . Occupancies* 4 Occupancy BC-302 17 _ 5 Type of Construction BC-Table 601 177 6 No.of Sleeping Units/Level BC-202 13 No.of Units-Total BC-310 30 No.of Occupants BC-Table 1004.1.2 1189 7 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 35 Atriums BC-404 8 /'Basement Definition BC-502.1 67 9 Heights&t Building Areas Maximum Tabular Area BC-Table 503 68 Maximum Tabular Height BC-Table 503 68 Maximum Stories BC-Table 503 68 Mezzanines BC-505 69 Note: Dion-separated occupancies impose the most restrictive requirements Page 1 of 8 i No. Topic Code Page Required Actual Section No. or Allowed 10 Sprinkler System BC-903 160 Basement Sprinkler BC-903.2.10.1 161 Water Source Sprinkler BC-903.3.5 163 Water Source Site BC-508.1 33 11. Frontage&Sprinkler Credit Area Modifications(calc.) BC-506 70 Height Modifications BC-504 69 12. Height&Area Summary: Tabular Area BC-Table 503 68 Frontage Credit BC-506.2 70 Sprinkler Credit BC-506.3 70 Minimum Building Area BC-506.3 70 Total Allowable Area 13. Fire Apparatus Road FC-503.1 31 159 rule 14. Exterior Walls Distance Separation's BC-Table 602 77 Exterior Wall Openings BC-Table 704.8 82 Parapets BC-Table 704.11 83 Exterior Wall Coverings BC-Table 1405.2 241 Combustible Exterior Walls BC-1406 244 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-Table 302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 84 Fire Barrier BC-706 86 Shaft Enclosure BC-707 87 Fire Partition(Tenant Sep.) BC-708 89 Exception BC-302.3.2 18 Smoke Barriers BC-709 90 Opening Protectives BC Table 715.3 . 95 Fire Blocking BC-717 101 Draft Stopping BC-717 102 16. Space Min.Room Dimensions BC-1208.1 235 Min.Ceiling Height BC-1208.1 235 � Distance separations are doubled if fire fighting water is not available,FC-508,Page 33 Page 2 of 8 a tExit opic Code Page Required Actual Section No. or Allowed entilation Nat.or Mech. BC-1203 233 Light Nat.or Mech. BC-1205 234 xits d exit to legal open space ne Exit Permitted BC-Table 1014.1 204 air Enclosure BC-1019.1 208 ergency Egress BC-1025 217 stance of Travel BC-Table 1015.1' 206 Passageways BC-1020 210 rridor Width BC-1016 206 cupant Load L�` BC-1004 189 Capacity of Exits(calc.) BC-Table 1005.1 190 Corridor Wall Fire Rating BC-Table 1016.1 206 Corridor Dead End BC-1016.3 207 Door Width/Canopies Over Required BC-1008.1.1 193 Exits _ BC-1008.1.2 193 Door Swing BC-1008.1.9 197 Panic Hard«pare 20. Stairs Riser BC-1009.3 198 Tread BC-1009.3 198 Width BC-1009.1 198 Headroom BC-1009.2 198 Vertical Rise BC-1009.6 199 Handrails BC-1009.4 199 21. Structural Snow Loading-Ground BC Fig 1608.2 274 Snow Loading-Roof(calc.) ASCE 7-98 Drifting Snow BC-1608-7 273 Ponding BC-1608.3.5 273 Floor Loading BC.Table 1607.1 269 Balcony Loading BC-Table 1607.1 269 Wind Loading(calc.) BC-1609 273 Roof Walls. Windows Seismic Loading(talc.) 291 Foundation Depth 338 Page 3 of 8 No. Topic Code Page Required Actual Section No. or Allowed 22. Interior Finishes BC-Table 803.5 338 Cj, Ci �9 23. Swimming Pools BC-3109 532 24. Sun Rooms BC Appendix 1 581 25. Electrical Exit Signs BC-1011 201 Emergency Lights BC4006 191 Exterior Emergency Lights Emergency Power BC-2702 517 26. HC-ACCESS Exempt Buildings BC-1104.4 221 Parking BC-Table 1106.1 222 Route BC-1104 220 Entrance BC-1105 221 No.of Sleeping Rooms BC-Table 1107.6.1.1 224 No.of Dwelling Units BC-1107.6 223 Special Occupancies BC-1108 225 Toilet Facilities BC-1109.2 228 Sinks BC-1109.3 228 Kitchens BC-1109.4 229 Storage BC-1109.8 229 Dress,Fit,Locker Rms. BC-1109.12.2 229 Point of Sales BC-1009-12.3 229 Areas of Refuge BC-1107.6 192 Sib age BC-1110 230 Tactile Exit Signs BC-1011.3 202 Supplemental HC Re 'rots Appendix E 569 27. SPECLAL INSPECTIONS BC-1704 318 tJ ��— 28. Fire Protection Equipment Fire Safety&Y Evacuation FC-404 25 Hazard Communication FC-407.5 27 Tenant Identification FC408.11.2 30 High Piled Storage FC-503.1.3 31 Premise Identification FC-505 32 Key Box FC-506 33 Room Identification FC-510 34 Central Station Monitoring FC-901.9 54 Sprinkler Systems FC-903 57 Other Extinguishing Syst. FC-904 61 Kitchen Hood Extinguisher FC-610.3 43 Note: Fire Protection Equipment continued on Page 5. Page 4 of 8 NO. Topic Code Page Section No. 28. Fire Protection Equipment Continued from Page 4 "K"Extinguisher FC-904.11.5 64 Standpipe Systems FC-905 64 Fire Extinguishers FC-906 66 Fire Alarm Systems&SD FC-907.2 68 Manual Fire Alarm Boxes FC-907.4 75 Smoke Alarms FC-907.2.10 70 Audible Notification Device FC-907.10 75 Duct Detectors FC-907.12 76 Fire Extinguishing Systems FC-907.14 76 Smoke Control FC-909 77 Smoke Vents FC-910 84 Fire Dept.Connection FC-912 88 Fire Pumps FC-913 88 Truss Placards NYCRR Part 1264 Motor Fuel Disp.Facilities EC-2203 175 High Piled Storage FC-2301 193 Hazardous Materials FC-2701 215 Operating Permits TOCP 208-107B Assistive Listening Devices NYCRR Part 1203 Shield Electrical Panels NFPA13(02 edition) Attic Access or Crawl Space 29. PLUMBING CODE Floor Drains for Bathroom,Laundry,Mechanical Room Cleanouts Plumbing Schematic PC-Table 403.1 19 Fixture Count PC-603.1 31 Water Supply Service Pipe Size PC-603.2 31 Water/Sewer Separation PC-Table 604.5 33 Fixture Pipe Size PC-Table 605.3 34 Pipe Material-Service PC-Table 605.4 34 Pipe Material-Distribution EC-804.5 58 Pipe Insulation PC-Table 608.1 40 Backflow Prevention PC-305.6 12 Pipe Freezing Sanitary Drainage PC-Table 709.1 52 Drain Pipe Size Drain Pipe Material PC-Table 702.1 46 AG Drainage&t Vent PC-Table 702.2 46 UG Drainage&r Vent PC-Table 702.3 Building Sewer PC-Table 910.4 63 Vent size Page 5 of 8 r 6 No. Topic Code Page Required Actual Section No. Or Allowed 29. Plumbing Code Continued from Page 5 Pipe Hangers PC-Table 308.5 15 Air Admittance Valves PC-917 66 30. Mechanical Code Ic Ventilation Rates MC-Table 403.3 26 Dryer Exhaust MC-504 36Kitchen ExhaustMC-506 37L Kitchen Hoods MC-507 40 Kitchen Make-Up Air MC-508 42 Air Plenums MC-602 51 Duct Construction MC-603 52 Duct Insulation MC-604 53 Smoke Duct Detectors MC-606 54 Fire&Smoke Dampers MC-607.5.1 55 Combustion Air MC-701 59 31. Fuel Gas Code Appliance Location FGC-303 16 Combustion Air FGC-304 16 Accessed Service FGC-306 20 Clearance to Combust. FGC-Table 308.2 22 Pipe Material FGC-403 57 Shut Off Valves FGC-409 62 Chimney Termination FGC-Fig.503.5.4 68 Clothes Dryer Exhaust FGC-614 108 32. Energy Code Pipe Insulation-Heating EC-803.3.7 57 Duct Insulation-Sealing EC-803.28 46 Pipe Insulation—Hot Water EC-804.5 58 HWH Heat Trap EC-804.4 58 Climate Zone EC-Table 301.1 9 NYS COMcheck Compliance Report Computer Software Envelope Required Mechanical Lighting 32. Elevator&Conveying Sys., Hoist Enclosures BC-3002.1 525 Emergency Signs BC-3002.3 252 Hoistway Venting 13C-3004 526 Machine Rooms I BC-3006 1526 Shunt Trip BC-3006.5 527 Plumbing System BC-3006.6 527 Page 6 of 8 PLAN REVIEW CHECKLM CONTINUED SEISMIC REVIEW SUMMARY ITEM Value BCNYS BCNYS Code Section Page No_ Site Class Table 1615.1.1 295 (default to site class D) Section 1615.1.1 292 S.(short period) Figure 1615(1) 293- S,(1 second period) Figure 1615(2) 294 F.(site coefficient-short) Table 1615.1.20) 296 F„(site coefficient-1 sec.) Table 1615.1.2(2) 296 S,„,(short period adjusted) Equation 16 38 292 Smi(1 sea period adjusted) Equation 16-39 292 Sns(short period)' Equation 16-40 292 SDI(1 sec.period) Equation 16-41 292 Seismic Use Group Table 1604.5 266 Seismic Design Category Table 1616.3(1) 299 (short period) Seismic Design Category Table 1616.3(2) 299 "(1 sec.period) ` Seismic Design Category This category determines the (most severe of above two) Design analysis and whether MEP systems must be braced Analysis Procedure Used Section 1616.6 300 Building Components Section 1621 315 Subject To Seismic Design Requirements: Architectural Section 1621.1.2 315 Mechanical Section 1621.1.3 315 Plumbing Section 1621.1.3 315 Electrical Section 1621.1:3 315 Page 7 of 8 PLAN REVIEW CHECKLIST CONTMUED NOTES FOR PREVIOUS REVIEW PAGES Y Page 8 of 8 FIRE MARSHAL'S OFFICE Tozvn of Queensbury 742 Bay Road, Queensbuny, NY 12804. "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Queensbury Diner 2011- 12/15/2011 I have.reviewed the submitted drawings for the above project, and offer the following comments- new submittals-HVAC Plans. 1) RTU #2, 3,5,6 &7 will require tie in to fire alarm system to shut down upon activation of area smoke detectors. Deputy Fire Marsha_ 1 Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 7618205 garys@queensbury.net Fire Marshal 's Office Phone: 518-761-8206 Fax: 518-745-4437 fCremarshal@queensbury.net www.queeiisburtj.net - FIRE MARSHAL'S OFFICE Town of Queensbunj 742 Bail Road, Queensbui��,'NY 12804. "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW . Queensbury Diner 1.1/14/201-1 The following.comments are based on plan review of submittals: (New Submittals) 1) FM office will need to witness grease duct,test,(Item 9). 2) On the sprinkler drawings, the FDC shall be a 5" storz 4v4 Michael J Palmer. Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office Phone: 518-761-8206 Fax: 518-745-4437 flremarshal@queensbuN.net www.queensbury.net Pre-Engineered Restaurant Fire .Suppression Systems-Rep®irt � i SERVICE COMPANY DATE OF SE I1 a' � TIME A.M. p� ANNUAL 1 SEMI;ANNUAL RECHARGE INSTALLATION RENOVATION };�E' E� � O R K gFIRE SECURITY p LOCATION OF SYSI{M CYLINDERS j X { �✓ / L 300 '1 .E-,leii is FalIs tech iica Par 6 / f i/�G1 t �'C`'? t .' is ES ONO Gl�jP{, t r� +t j��°`f �(' �3 p�g MANUFACTURER' 1 MODEL NUMBER WET le is Falls, N: 4-280 1'3i.02 � DRY CHEMICAL' �518). >�98-9551 CYLINDER SITrSTER ,CXLI[Q R SIZ LAVE C�LIND R SIZE SLAVE CUSTOMER FUSE LINKS 364°F. FUSE LINKS 45D°F. FUSE LINKS 500°F. OTHER .Name FUEL SHUT-OFF" ELECTRIC_ GAS SIZE Address i .,"'g' 3 '' `! �r T, Ci IlZ �+ 4 SERIAL NUMBER LAST HYDRO TEST DATE LAST CHARGE DATE i i . >" �i vet r #r tY a j Stag ZIP c� ✓ 2L= - U)f Telephone MANUFACTURER'S MANUAL REFERENCE Store No. �+f PAGE NUMBE DRAWING NUMBER: DATE Owner or Manager COOKING APPLIANCE LOCATIONS: LEFT TO RIG T 6, 1, All alppliances properly covered w/correct nozzles. 20. Replaced fuse links ''� 9n ` 2, Duct:and plenum covered w/correct nozzles .' 21. Check travel of cable nuts/S-hooks , 3: Check positioning of all nozzles.. tom. 22. Piping&conduit securely bracketed .' 4: System;iristalled in accordance w/MFG UL listing 23. Proper separation between fryers&flame A 5. Hood/duct penetrations sealed w/weld or UL device { 24. Proper clearance-flame to filters 6. Check if seals intact,evidence of tampering 25. Exhaust fan in operating order 7. If system has been discharged, report same . y 26. All filters in place77-1 f 8. Pressure gauge in proper range If gauged)g 9 p p 9 ( 9 9 ) 27. Fuel shut-off in on position, ;. 9. Check cartridge weight(If applicable) L 28. Manual&remote set/seals in place 10, Hydrostatic test date 29. Replace systems covers 11. 6 year maintenance date 30. System operational&seals in place 12. Inspect cylinder and mount er 31. Slave system operational 13. Operate system from terrninai link_ 32. Clean cylinder&mount - 14. Test for proper operation from remote: ~:/� 33. Fan warning sign on hood 15. Check operation of micro switch 34. Personnel instructed in manual operation of system 16. Check operation of gas valve '35. Proper hand portable extinguishers. 17. Clean nozzles ' - 36. Portable extinguishers properly serviced ''i 18. Proper nozzle covers in place i 37: Service&Certification tag on system 19. Check fuse links and clean e2 _ � t�_ NOTE DISCREPANICES OR DEFICIENCIES BELOW I `yd- �v`") r�f � �� :,;%1��' ".On this date, this pre-engineered fire suppression system was inspected and operationally:tested:in.accordance with the fire suppression system requirements of NFPAV or 17A, 96 and the manufacturer's manual with the results indicated above. --ram•.. f X ..�"G` .�-! s '"" ""/.!...,.,"',,•�' ¢' � �� F /1 Z SERVICE TECHNICIAN. PERMIT NO, . DATE: TIME: AM PM 06 AUTHORIZED AGENT The above service technician certifies that the system was personally inspected and found conditions to be as indicated on this report. AUTHORITY HAVING JURISDICTION Rx Dateffl= 09/1712012 14:14 9737435578 P.001 Sep 17 12 04: 11p Oliver Mc Clel . 9737485578 p- 1 TEL: 973-748-5511 E-MAIL: OM225@COMCAST.NET FAX: 973-748=5578 e OLIVER AND MCCLELLAN 225 BELLEVILLE AVE. BLOOMFIELD, NEW JERSEY 07003 SINCE 1946 TO: TOWN OF QUEENBURY DATE: 9/17/2012 742 BAY ROAD QUEENSBURY,NEW YORK ATTN: OFFICE OF THE FIRE MARSCHELL MR.MICHAEL PALMER RE:QUEENSBURY DINER 518 AVIATION ROAD QUEENSBURY,NEW YORK MR,MIKE PALMER THE EXHAUST DUCTWORK 16 GA BLACK IRON WAS FABRICATED IN OUR EAST HANOVER,NJ SHOP. THERE WAS QTY.4 DUCTS SIZE 16"X 16"Y LONG AND ON EACH DUCT WE PERFORMED A LIGHT TEST AS DISCRIBED,IN TH NEXT TWO PARAGRAFTS BELOW IN ACCORDANCE WITH NYSMC 503.2.5 CODE. IN OUR FABRICATION SHOP EAST HANOVER,NJ DUCTWORK-.100%WELDED AND CHECK FOR ANY PINS HOLES WITH HI INTENSITY 250 WATT LIGHT. COUPLE OF PIN HOLES WERE FOUND CORRECTED AND RETESTED USING THE SAME 250 WATT LIGHT. THIS WAS DONE ON 8/23/12 AND WAS WELDED FRANK DEGEORGIO AND TESTED BY MIKE PELLISH. ON 8127/12 DUCTWORK WAS DELIVERED TO JOB SITE AND 100%WELDED TO HOOD DUCT COLLAR. SAME PROCEDURE,AS DONE IN OUR SHOP,CHECKING FOR HOLES WITH HI-INTENSITY 250 WATTS LIGHT WAS DONE. WHAT HOLES WE FOUND WERE CORRECTED AND RETESTED. WELDING AND TESTING AND RETESTING WAS DONE BY FRANK DEGEORGIO AND MIKE PELLISH. AFTER RETESTING DUCTWORK WAS WRAPPED WITH ZERO CLEARANCE CARAMIC APPROVED DUCTWRAP. THIS WAS DONE TO PROTECT ROOF MATERIAL ANDAT THE SAME TIME THE ROOF CURB HAD TO BE MOUNTED. REGARDS, MIKE PELLISH V.P. OLIVERAND MCCLELLAN CONTRACTOR'S Material and Test Certificate For Aboveground Piping Procedure Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owners representative.All defects shall be corrected and system left in service before contractors personnel finally leave the job. A cert;f sate shWn be Filled out?.nd sig ed by Loth representatives.Copies shall he approving aiiithnritla —uner'c nnei r ntrantnr it is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material,poor workman ship,or failure to comply with approving authority's requirements or local ordinances. Property Name Date Queensbury Diner 11-16-2012 Property address 518 Aviation Rd Queensbury NY Accepted by approving authorities(names) Local Address Plans Installation conforms to accepted plans ®yes ❑no Equipment used is approved If no,explain deviation ®yes ❑no Has person in charge of fire equipment been instructed as ®Yes ❑no To location of control valves and care and maintenance Of this new equipment? Instruction Have copies of the following been left on the premises? 1.System components instructions ❑yes ❑no 2.care and maintenance instructions ❑yes ❑no 3.NAPA 25 ❑yes ❑no Location of System Supplies buildings Entire Year of Orifice Temperature Make Model Quantity manufacture Size rating Reliable SSU 2012 1/2 43 155 Reliable SSU 2012 1/2 2 286 Sprinklers Reliable SSP 2012 1/2 57 155 Reliable SSP 2012 1/2 26 200 Reliable HSW 2012 1/2 6 155 Pipe and Type of pipe- Sch 40/10 Steel Fittings Type of fittings-Cast Iron Alarm device Maximum time to operate Through test connection Type Make Model Minutes Seconds WFS it V5RS >` Dry Valve Q.O.D. Make Model Serial# Make Model Serial# Dry Pipe Time to trip through Water Air Trip point Time water Alarm tested Test connection pressure pressure Air pressure reached Properly Operating Test outlet test Minutes Seconds psi psi psi min Sec Yes No } Hydrostatic:Hydrostatic test shall be made at no less than 200psi(13.6 bar)for 2 hours or 50 psi (3.4 bar)above static pressure in excess of 150 psi(10.2 bar)for 2 hours.Differential dry-pipe valve clapper Test shall be left open during the test to prevent damage.All aboveground piping leakage shall be stopped. Description Pneumatic:Establish 40psi(2.7 bar)air pressure and measure drop,which shall not exceed 11/2psi(o.I bar)in 24 hrs.test pressure tank at normal water level and air pressure and measure Air drop,which shall not exceed 11/2psi(0.1 bar)in 24 hours. If no,state reason All piping hydrostatically tested at 200 psi(_bar)for 2 hours Dry piping pneumatically tested Dyes ❑no Equipment operates properly Dyes [:]no Do you certify as the sprinkler contractor that additives and corrosives chemicals,sodium or derivatives of sodium silicate,brine,or other corrosive chemicals were not used to test systems or stopping leaks? Dyes ❑no Tests Drain Reading of gages located near water. Residual pressure with valve with valve in test Supply test connection test connection open wide �J Underground mains and lead-in connection to system risers flushed before connection made to Sprinkler piping verified by copy of the"Contractors Material and test Certificate for underground piping" Dyes [:]no other explain Flushed by installer of underground sprinkler piping Dyes [:]no If power-driven fasteners are used in concrete Dyes ❑no Has representative sample testing satisfactory If no,explain Completed? Blank testing Number used Locations Number removed gaskets Welding piping ®yes ❑ no Do you certify as the sprinkler contractor that welding procedures comply ®yes ❑no With the requirements of at least AWS B2.1? Welding Do you certify that the welding was performed by welders qualified in ®yes ❑no Compliance with the requirements of at least AWS B2.1? Do you certify that the welding was carried out in compliance with a documented Quality control procedure to ensure that all discs are retrieved,that openings in ®yes ❑no Piping are smooth,that slag and other welding residue are removed,and that The internal diameters of piping are not penetrated? Cutouts Do you certify that you have control feature to ensure that (discs) All cutouts(discs)are retrieved? ®yes ❑no Hydraulic data Name plate provided ®yes ❑no If no,explain Name plate Remarks Date left in service with all control valves open Month 11 Day 15 Year 2012 Name of sprinkler contractor SULLIVAN FIRE PROTECTION CORP. Test Witnessed b Signatures For property owner(signed) Title Date I[-fG-�. r spnnkl r con a or(s ed) Title Date 11-16-2012 Additional explanations and notes Kip , ) JU FIRE MARSHAL'S OFFICE SPRINKLER SYSTEM INSPECTION DATE: 1 v ° I�'— CONTRACTOR : LOCATION: C�v .-sb�:-1 <wE►= SPRINKLER PLANS AND CUT SHEETS ON HAND HYDRAULIC CALCS PROVIDED PROVIDE UNDERGROUND SUPPLY TESTING AND FLUSHING REPORT FDC PROPER SIZE, CAPPED AND LABELLED a/ HEAT IN RISER ROOM ESCUTCHEON PLATES INSTALLED.. TAMPER SWITCHES OR LOCK OUT DEVICES FLOW SWITCHES SPRINKLER HEADS HAVE PROPER CLEARANCES LOW AIR ALARM WITNESS FLOW AND TAMPER ALARMS AND TIME r NFPA LETTER OF COMPLIANCE AND COMPLETION RISER ID AND VALUE PLATES MOUNTED IN RISER ROOM SPARE HEADS AND WRENCH PRESENT Hydraulic summary H Job Number:2011860 Report Description:Light Hazard Job N12mber Design Engineer 20)1860 MDJ Job Name: State Certification Ucense Number Queensbury Diner Nicet 99648 Address 1 AHJ 518 Aviation Road Town of Queensbury Address 2 Job Site/Building Queensbury, New York Seating Area Address 3 Drawing Name Queensbury Diner Drawing.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Light Hazard Hose Allovrance At Source Density Area of Application 100.00 0.100gpm/ft2 900.00ft2(Actual 945.602) Addficnal Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 13 100.0oft2 AutoPeak Results:Pressure For Remote Area(a)Adjacent To Most Remote Area 1 yW Total Hose Streams ypsW6 1-h t jl u�'` 7 100.00 System Flow Demand r Total Water Required(including Hose Allmance) 3P•P t, I•„ 4�f. 205.57 555.57 Maximum Pressure Unbalance In Loops " •(jr ;�1fIlW d 0.000ro/9•. ,r p�ry6✓n �,�'4 r Maximum Velocity Above Ground A;v�S�vr, ,T 4rs7'tly �f, 18.05 between nodes 181 and 157 �5' Maximum Velocity Under Grounds U V•J�I.Iy 'yJt 4.72 between nodes 10 and 175 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 4232.25gal 0.13gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m) (psi) si (g m) (psi) m (psi)- (psi) 1 250;00 86.000 82.000 1270.00 85_802 250_00 61.627 24.175 2) 100.00) s86.000i t82.000 (1270.001 [85.713;� {305.57t 61.539' �24.175; Contractor Contractor Number Contact Name Contact Tille 22 Ira Gold Name of Contractor: Phone Extension Sullivan Fire Protection Corp 845.434.4030 Address 1 FAX 16 Railroad Plaza 845.434.5723 Address 2 E•mail South Fallsburg,NY 12779 sullivanfirejim@csdsl.net Address 3 Web-Site ©M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 10/14/2011 1:46:03PM Page 1 1111SUM,mar'y'Of Outflowing,Devices- , Job Number:2011860 Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) b Sprinkler 301 14.82 10.00 5.6 7.000 Sprinkler 302 14.84 10.00 5.6 7.018 Sprinkler 303 14.94 10.00 5.6 7.122 Sprinkler 304 14.96 10.00 5.6 7.135 Sprinkler 305 14.96 10.00 5.6 7.140 Sprinkler 306 15.15 10.00 5.6 7.316 Sprinkler 307 15.56 10.00 5.6 7.720 Sprinkler 308 15.58 10.00 5.6 7.738 Sprinkler 309 15.60 10.00 5.6 7.760 Sprinkler 310 16.98 10.00 5.6 9.196 Sprinkler 311 17.04 10.00 5.6 9.256 Sprinkler 312 17.35 10.00 5.6 9.597 Sprinkler 313 17.80 10.00 5.6 10.102 U Most Demanding Sprinkler Data (M©M.E.P.CAD, Inc. §1jAutoSPRINKO VR8 v8.1.11 10/14/2011 1:46:07PM Page 2 AN Node4AnalysisP 4 y Job Number.2011860 Report Description:Light Hazard r Node Elevation foot Fittings Pressure si Dischar e m 2 -11'-6'/z S 61.539 205.5 301 9'=0%4 S Y-7.000 7.000 14.8 302 9'-0%4 S r-7.018 7.018 14.8 303 9'-0%4. S r-7.122 7.122 14.9 304 9'-0% S r-7.135 7.135 14.9 305 9'-0 S r-7.140 7.140 14.9 306 9'-0% S r-7.316 7.316 15.1 307 9'=0%4 S r-7.720 7.720 15.5 308 9'-0 S r-7.738 7.738 15.5 309 9'-0% S r-7.760 7.760 15.6 310 9'=O% S r-9.196 9.196 16.9 311 9'-0%4. S r-9.256 9.256 17.0 312 9'-0%< S r-9.597 9.597 17.3 313 9'-0% S r-10.102 10.102 17.8 10 -11'-'6'/2 E 16'-8-/4 61.526 157 10'-6 T 12'-3-/4 20.016 175 -5'-6. 51.710 180 0'-6%4 E 8'-23/< 45.416 181 0'-5'/z E 6'-19/4 44.356 190 10'-6 mecT 5'-0 9.178 192 10'-6 PO 7'-5'/4 9.443 212 10'-6 mecT 5'-0 6.986 213 10'-6 mecT 5'-0 7.179 214 19-6 mecT 5'-0 7.651 216 10'-6 PO 7'-5'/4 9.059 232 10'-6 mecT 5'-0 6.862 233 10'-6 mecT 5'-0 6.972 234 10'-6 mecT 5'-0 7.608 236 10'-6 PO 7'-5%4 8.996 249 10'-6 mecT 5'-0 6.843 250 10'-6 mecT 5'-0 6.985 251 19-6 mecT 5'-0 7.620 253 10-6 PO 7'-5'/4 9.009 270 10'-6 mecT 5'-0 10.429 271 10'-6 mecT 5'-0 9.879 272 10'-6 mecT 5'-0 9.507 L,©M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 10/14/2011 1:46:10PM Page 3 Hydraulic Analysis Job Number:2011860 Report Description:Light Hazard Pj e Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length c�•••••Route I ..... DR 1.0490 14.82 5.50 120 0.074703 V-5'/ Pf 0.484 301 9'-0'% 14.82 5.6 7.000 Sprinkler, 5'-0 Pe -0.641 249 10'-6 6.843 mecT(5'-0) 6'-53%Pv BL 1.4420 14.82 2.91 120 0.015862 8'-11'/ Pf 0.142 249 10'-6 6.843 Pe 250 10'-6 6.985 8'-11% Pv BL 1.4420 29.78 5.85 120 0.057711 11'-0% Pf 0.636 250 10'-6 14.96 6.985 Flow(q)from Route 5 Pe 251 10'-6 7,620 11'-0%Pv BL 1.4420 45.36 8.91 120 0.125690 3'-7'/ Pf 1.389 251 10'-6 15.58 7.620 Flow(q)from Route 8 7'-5'/ Pe 253 10'-6 9.009 PO(7'-5%) 1 V-0'/ Pv CM 2.1570 56.34 4.95 120 0.026414 15'-1'/ Pf 0.498 253 10'-6 10.98 9.009 Flow(q)from Route 2 3'-8'/ Pe 272 10'-6 9.507 LtE(3'-8%) 18'-10 Pv CM 2.1570 73.38 6.44 120 0.043063 8'-7'/ Pf 0.372 272 10'-6 17.04 9.507 Flow(q)from Route 11 Pe 271 10'-6 9.879 8'-71%Pv CM 2.1570 90.73 7.97 120 0.063769 8'-7'/ Pf 0.550 271 10'-6 17.35 9.879 Flow(q)from Route 12 Pe 270 10'-6 10.429 8'-7'/ Pv CM 2.1570 108.53 9.53 120 0.088826 91'-11'/ Pf 9.587 270 10'-6 17.80 10.429 Flow(q)from Route 13 16'-0 Pe 157 10'-6 20.016 LtE(3'-8%),T(12'-3%) 107'-11 Pv CM 2.1570 205.57 18.05 120 0.289582 38'-3 Pf 19.986 157 10'-6 97.04 20.016 Flow(q)from Route 4 30'-9'/ Pe 4.355 181 0'-5% 44.356 T(12'-3'/),3E(6'-1'/<) 69'-01 Pv FM 2.6350 205.57 12.09 120 0.109250 V-5% Pf 1.056 181 0'-5'% 44.356 8'-2% Pe 0.004 180 0'-5'% 45.416 E(8'-2-/<) 9'-8 Pv FIR 2.6350 205.57 12.09 120 0.109250 6- Pf 3.715 180 0'-5% 45.416 28'-10 Pe 2.579 175 -5'-6 51.710 CV(19'-2%), BV(9'-7%) 34'-0 Pv UG 4.2200 205.57 4.72 140 0.008289 171'-4'/ Pf 7.197 175 -5'-6 51.710 93'-8 Pe 2.619 10 -1 V-6'/2 61.526 T(33'-5%),BFP(-5.000), 265'-0'%Pv LtE(10'-O%),3E(16'-8%) UG 12.4600 205.57 0.54 140 0.000043 300'-0 Pf 0.013 10 -1 V-6'% 61.526 Supply, Pe 2 -1 V-6'/z 61.539 300'-0 Pv 350.00 Hose Allowance At Source 2 555.57 ®•••••Route 2••••• DR 1.0490 14.84 5.51 120 0.074883 V-5'/ Pf 0.485 302 9'-0'% 14.84 5.6 7.018 Sprinkler, 5'-0 Pe -0.641 232 10'-6 6.862 mecT(5'-0) 6-5'/ Pv BL 1.4420 14.84 2.91 120 0.015900 6'-11% Pf 0.110 232 10'-6 6.862 Pe 233 10'-6 6.972 6'-11%Pv BL 1.4420 29.78 5.85 120 0.057710 11'-0'/ Pf 0.636 233 10'-6 14.94 6.972 Flow(q)from Route 3 Pe 234 10'-6 7.608 11'-0% Pv BL 1.4420 45.34 8.91 120 0.125593 3'-7'/ Pf 1.388 234 10'-6 15.56 7.608 Flow(q)from Route 7 7'-5'/ Pe 236 10'-6 8.996 PO(7'-5%) 11'-0'%Pv CM 2.1570 10.98 0.96 120 0.001283 1U-53/4 Pf 0.013 236 10'-6 8.996 Pe 253 10'-6 9.009 10'-5% Pv ®•••••Route 3••••• DR 1.0490 14.94 5.55 120 0.075905 V-5'/ Pf 0.492 303 9'-0'% 14.94 5.6 7.122 Sprinkler, 5'-0 Pe -0.641 233 10'-6 6.972 mecT(5'-0) 6'-5'/Pv Q;o•••••Route 4••••• DR 1.0490 14.96 5.55 120 0.076031 1'-5% Pf 0.493 304 9'-0% 14.96 5.6 7.135 Sprinkler, 5'-0 Pe -0.641 212 10'-6 6.986 mecT(5'-0) 6'-5'/Pv BL 1.4420 14.96 2.94 120 0.016144 1 V-11'/ Pf 0.193 212 10'-6 6.986 Pe 213 10'-6 7.179 11'-11'/ Pv (dt,©M.E.P.CAD,Inc. i7lijAutoSPRINKO VR8 v8.1.11 10/14/2011 1:46:17PM Page 4 �jjjjHy r"a-ulic Analysis Job Number:2011860 Report Description:Light Hazard Pf;,pe Type Diameter Flow Velocity HWC Friction Loss Length. Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.4420 30.11 5.91 120 0.058881 8'-0'/ Pf 0.472 213 10'-6 15.15 7.179 Flow(q)from Route 6 Pe 214 10'-6 7.651 V-0'/Pv BL 1.4420 45.70 8.98 120 0.127473 3'-7'/ Pf 1.408 214 10'-6 15.60 7.651 Flow(q)from Route 9 7'-5% Pe 216 10'-6 9.059 PO(7'-5%) I V-0%Pv CM 2.1570 80.06 7.03 120 0.050597 T-7 Pf 0.384 216 10'-6 9.059 Pe 192 10'-6 9.443 7'-7 Pv CM 2.1570 97.04 8.52 120 0.072224 116'-10% Pf 10.572 192 10'-6 16.98 9.443 Flow(q)from Route 10 29'-6'/ Pe 157 10'-6 20.016 . 3LtE(3'-8%),E(6'-l%),T(12'-3- ) 146'-4'/Pv g&•••••Route 5••••• DR 1.0490 14.96 5.56 120 0.076088 1'- Pf 0.495 305 9'-0 14.96 5.6 7.140 Sprinkler, 5'-0 Pe 0.650 250 10'-6 6.985 mecT(5'-0) 6'-6 Pv ab•••••Route 6••••• DR 1.0490 15.15 5.62 120 0.077819 1'-5'/ Pf 0.504 306 9'-0% 15.15 5.6 7.316 Sprinkler, 5'-0 Pe -0.641 213 10'-6 7.179 mecT(5'-0) 6'-5'/ Pv izip•••••Route 7••••• DR 1.0490 15.56 5.78 120 0.081780 1'-5'/ Pf 0.530 307 9'-0'% 15.56 5.6 7.720 Sprinkler, 5'-0 Pe 0.641 234 10'-6 7.608 mecT(5'-0) 6'-5'/ Pv c*•••••Route 8••••• DR 1.0490 15.58 5.78 120 0.081961 1' Pf 0.533 308 9'-0 15.58 5.6 7.738 Sprinkler, 5'-0 Pe 0.650 251 10'-6 7.620 mecT(5'-0) 6'-6 Pv oigo•••••Route 9••••• DR 1.0490 15.60 5.79 120 0.082173 1'-5'/ Pf 0.532 309 9'-0% 15.60 5.6 7.760 Sprinkler, 5' 0 Pe -0.641 214 10'-6 7.651 mecT(5'-0) 6-53 Pv 4iio•••••Route 10••••• DR 1.0490 16.98 6.30 120 0.096153 1'-5'/ Pf 0.623 310 9'-0%< 16.98 5.6 9.196 Sprinkler, 5'-0 Pe -0.641 190 10'-6 9.178 mecT(5'-0) 6'-5'/Pv BL 1.4420 16.98 3.34 120 0.020416 5'-6% Pf -0.265 190 10'-6 9.178 7'-5% Pe 192 10'-6 9.443 PO(7'-5%) 13'-0 Pv g•••••Route 11 ••••• DR 1.0490 17.04 6.32 120 0.096727 2'-2'/ Pf 0.893 311 9'-0'% 17.04 5.6 9.256 Sprinkler, 7'- Pe -0.641 272 10'-6 9.507 E(2'-0),mecT(5'-0) 9'-2% Pv ,F�+•••••Route 12••••• DR 1.0490 17.35 6.44 120 0.100026 2'-2'/ Pf 0.923 312 9'-0% 17.35 5.6 9.597 Sprinkler, 7'-0 Pe -0.641 271 10'-6 9.879, E(2'-0),mecT(5'-0) 9'-2'/Pv go•••••Route 13••••• DR 1.0490 17.80 6.61 120 0.104886 2'-2-/ Pf 0.968 313 9'-0'% 17.80 5.6 10.102 Sprinkler, 7'-0 Pe -0.641 270 10'-6 10.429 E(2'-0),mecT(5'-0) 9'-2'/Pv co•••••Route 14••••• CM 2.1570 34.36 3.02 120 0.010578 6'- Pf 0.064 236 10'-6 8.996 Pe 216 10'-6 9.059 6'-0 Pv Equivalent;Pipe`Lengths of Valves.and Fittings(C=120 only) , C Value-Multiplier / Actual Inside Diameter . \4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 L,©M.E.P.CAD, Inc. } AutoSPRINK@ VR8 v8.1.11 10/14/2011 1:46:17PM Page 5 Hydraulic Analysis Job Number:2011860 Report Description:Light Hazard Flo Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend` Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FIR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe E 90' Elbow Pe Pressure due to elevation difference between indicated points UG Underground EE 45° Elbow Pv Velocity pressure at a point in a pipe Eel 11%, Elbow Eel 22'% Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90' FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (b1,©M.E.P.CAD, Inc. ± AutoSPRINK®VR8 v8.1.11 10/14/2011 1:46:17PM Page 6 � �� Hydraulic Graph Job Number:2011860 Report Description:Light Hazard Supply at Node 2 100 go- -Static Pressure 86.000 1270.00 @ 82.000 80 70 205.57 @ 61.539 60 305.57 with hose streams N a 50 N d a 40 System demand curve 30 20 10 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Supply at Node 2 Static:Pressure 86.000 Residual:Pressure Test Conducted By Test Witnessed By 82.000 @ 1270.00 Chazen Enqineerinq Town of Queensbury Water Dept. Available Pressure at Time of Test Date of Test 85.713 @ 305.57 7-17-2008 System Demand Hydrant Numbers 61.539 @ 205.57 Control#273,Flow#264 System Demand(Including Hose Allowance at Source) 61.539 @ 305.57 (,©M.E.P.CAD,Inc. AutoSPRINK®VR8 v8.1.11 10/14/2011 1:46:27PM Page 8 H�,&ilIUlic SUtlllllaiy Job Number:2011860 u Report Description:Ordinary Group I xis , e . Job Nip berg, _ Design Engineer _ 2011860 MDJ Job Name: State Certification/License Number Queensbury Diner Nicet 99648 Address 1 - AHJ 518 Aviation Road Town of Queensbury Address 2 Job Site/Building Queensbury, New York Service Area Address 3 Drawing Name Queensbury Diner Drawing.cad System.. Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Of. 5.6 K-Factor 15.00 at 7.175 Ordinary Group I Hose Allowance At Source Density Area of Application 250.00 0.150gpm/ft2 900.00ft2(Actual 942.64ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 9 100.0oft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area ,J V r Total Hose Streams !! 250.00 4 • 1tG System Flow Demand Total Water Required(Including Hose Allowance) fV°�f�• ' s( � 140.68 640.68 �"� Maximum Pressure Unbalance In Loops 4 �Yl.u/f 0.000 ��'.EC�. +d/�'�" drip a•�✓ Maximum Velocity Above Groundl.PJ 12.35 between nodes 181 and 162 ; �11`N'`s"�° Maximum Velocity Under Ground 3.23 between nodes 10 and 175 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 4232.25gal 0.13gal Supplies _ I . r. Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node pm) ( si si) pm si ( m) (psi) (psi) 1 250,00 86 m000 82 000 1270 LL00 85.802 250.00 34.171 51_.631 2i 250.00; l86.000; i82.000li (1270 00; ;85.548`•. 390 68"• f33.9171 i51.631? Contractor", Contradar Number Contact Name Contact Title 22 Ira Gold Name of Contractor.. Phone Extension Sullivan Fire Protection Corp 845.434.4030 Address 1 FAX _ 16 Railroad Plaza 845.434.5723 Address 2 E-mail South Fallsburg,NY 12779 sullivanfirejim@csdsl.net Address 3 WebSita L,©M.E.P.CAD, Inc. §J AutoSPRINK@ VR8 v8.1.11 10/14/2011 1:42:21 PM Page 1 Summary.Of Outflowing�Devices Job Number:2011860 Report Description:Ordinary Group I i Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) �? Sprinkler 201 15.00 15.00 5.6 7.175 Sprinkler 202 15.16 15.00 5.6 7.327 Sprinkler 203 15.19 15.00 5.6 7.359 Sprinkler 204 15.45 15.00 5.6 7.613 Sprinkler 205 15.50 15.00 5.6 7.659 Sprinkler 206 15.81 15.00 5.6 7.972 Sprinkler 207 16.12 15.00 5.6 8.290 Sprinkler 208 16.13 15.00 5.6 8.294 b Most Demanding Sprinkler Data [lr�,©M.E.P.CAD, Inc. �;`�AutoSPRINKO V R 8 v8.1.11 10/14/2011 1:39:30PM Page 2 Node Anal SIS r . Job Number:2011860 Report Description:Ordinary Group I Node Elevation Foot Fittings Pressure(psi) Dischar e m 2 -11'-6'/z S 33.917 140.E 201 9'-0'% S r-7.175 7.175 15.0 202 9'-0'/< S r-7.327 7.327 15.1 203 9'-0'% S r-7.359 7.359 15.1 204 9'-0% S r-7.613 7.613 15.4 205 9'-0'% S r-7.659 7.659 15.5 206 9'-0'% S r-7.972 7.972 15.81 207 9'-0'% S r-8.290 8.290 16.1 208 9'-0'% S r-8.294 8.294 16.1 209 9'-0'% S r-8.492 8.492 16.3 10 -11'-6% E 16'-8'/< 33.911 118 10'-6 mecT 5'-0 8.717 120 10'-6 mecT 5'-0 8.684 122 10'-6 mecT 5'-0 8.684 157 10'-6 T 12'-3Y4 9.261 162 10'-6 T 12'-3% 9.792 163 10'-6 mecT 5'-0 8.233 164 10'-6 mecT 5'-0 8.143 165 10'-6 mecT 5'-0 7.837 166 10'-6 mecT 5'-0 7.802 167 10'-6 mecT 5'-0 7.751 168 10'-6 mecT 5'-0 7.743 175' -5'-6 25.203 180 0'-5'% E 8'-23/< 20.782 181 0'-5'/z E 6'-13/< 20.254 ©M.E.P.CAD, Inc. AutoSPRINKO VR8 v8.1.11 10/14/2011 1:39:33PM Page 3 J( Hydraulic Analysis Job Number:2011860 llll Report Description:Ordinary Group I Pipe Type- Diameter Flow Velocity HWC Friction Loss Length Pressure Dgwnstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length summary Upstream Total Length ®•••••Route 1 ••••• DR 1.0490 15.00 5.57 120 0.076427 8'-11'/ Pf 1.218 201 9'-0'/4 15.00 5.6 7.175 Sprinkler, 7'-0 Pe -0.641 167 10'-6 7.751 E(2'-0),mecT(5'-0) 15'-11'/ Pv CM 2.1570 30.16 2.65 120 0.008312 6'-1 Pf 0.051 167 10'-6 15.16 7.751 Flow(q)from Route 2 Pe 166 10'-6 7.802 6'-1 Pv CM 2.1570 45.35 3.98 120 0.017679 1'-11'/ Pf 0.035 166 10'-6 15.19 7.802 Flow(q)from Route 3 Pe 165 10'-6 7.837 V-11'/ Pv CM 2.1570 60.80 5.34 120 0.030412 10'-0'/ Pf 0.306 165 10'-6 15.45 7.837 Flow(q)from Route 4 Pe 164 10'-6 8.143 10'-0'/ Pv CM 2.1570 76.30 6.70 120 0.046288 1'-11'/ Pf 0.090 164 10'-6 15.50 8.143 Flow(q)from Route 5 Pe 163 10'-6 8.233 V-11% Pv CM 2.1570 92.11 8.09 120 0.065581 1 V-5% Pf 1.560 163 10'-6 15.81 8.233 Flow(q)from Route 6 12'-3'/ Pe 162 10'-6 9.792 T(12'-3'/) 23'-9'/ Pv CM 2.1570 140.68 12.35 120 0.143561 24'-1 Pf 6,107 162 10'-6 48.57 9.792 Flow(q)from Route 7 18'-5% Pe 4.355 181 0'-5'/2 20.254 3E(6'-1%) 42'-61 Pv FM 2.6350 140.68 8.28 120 0.054161 V-5'/ Pf 0.523 181 0'-5'/z 20.254 8'-2'/ Pe 0.004 180 0'-5'% 20.782 E(8'-2'/4) 9'-8 Pv FIR 2.6350 140.68 8.28 120 0.054161 5'-2 Pf 1.842 180 0'-5'% 20.782 28'-10 Pe 2.579 175 -5'-6 25.203 CV(19'-2%4), BV(9'-7%) 34'-0 Pv UG 4.2200 140.68 3.23 140 0.004109 171'-4'/ Pf 6.089 175 -5'-6 25.203 93'-8 Pe 2.619 10 -1 V-6'/z 33.911 T(33'-5%), BFP(-5.000), 265'-0'/ Pv LtE(10'-0'/z),3E(16'-8%) UG 12.4600 140.68 0.37 140 0.000021 300'-0 Pf 0.006 10 -11'-6% 33.911 Supply, Pe 2 -11'-6'/z 33.917 300'-0 Pv 500.00 Hose Allowance At Source 2 640.68 ®•••••Route 2••••• DR 1.0490 15.16 5.63 120 0.077923 6'-6'/ Pf 1.057 202 9'-0'% 15.16 5.6 7.327 Sprinkler, 7'-0 Pe -0.641 .168 10'-6 7.743 E(2'-0),mecT(5'-0) 13'-6'/ Pv CM 2.1570 15.16 1.33 120 0.002328 3'-8'/ Pf 0.009 168 10'-6 7.743 Pe 167 10'-6 7.751 3'-8'/ Pv �•••••Route 3••••• DR 1.0490 15.19 5.64 120 0.078241 6'-10'/ Pf 1.084 203: 9'-0%4 15.19 5.6 7.359 Sprinkler, 7'-0 Pe -0.641 166 10'-6 7.802 E(2'-0),mecT(5'-0) 13'-10'/ Pv ®v....Route 4••••• DR 1.0490 15.45 5.74 120 0.080740 3'-8'/ Pf 0.864 204 9'-0'% 15.45 5.6 7.613 Sprinkler, 7'-0 Pe -0.641 165 10'-6 7.837 E(2'-0),mecT(5'-0) 10'-8'/ Pv ®•••••Route s••••• DR 1.0490 15.50 5.75 120 0.081190 6'-10'/ Pf 1.125 205 9'-0'% 15.50 5.6 7.659 Sprinkler, 7'-0 Pe -0.641 164 10'-6 8.143 E(2'-0),mecT(5'-0) 13'-10'/ Pv ®•••••Route 6••••• DR 1.0490 15.81 5.87 120 0.084251 3'-8'/ Pf 0.902 206 9'-0'% 15.81 5.6 7.972 Sprinkler, T-q Pe -0.641 163 10'-6 8.233 E(2'-0),mecT(5'-0) 10'-8'/ Pv ®•••••Route 7••••• DR 1.0490 16.12 5.99 120 0.087353 4'-10% Pf 1.035 207 9'-0'% 16.12 5.6 8.290 Sprinkler, T-0 Pe -0.641 122 10'-6 8.684 E(2'-0),mecT(5'-0) 1 V-10'/ Pv CM 2.1570 15.60 1.37 120 0.002455 201'-9'/ Pf 0.577 122 10'-6 8.684 33'-2'/ Pe 157 10'-6 9.261 4LtE(3'-8%), E(6'-1'/4),T(12'-3' ) 235'-0'/ Pv CM 2.1570 48.57 4.26 120 0.020072 14'-21 Pf 0.531 157 10'-6 32.97 9.261 Flow(q)from Route 8 12'-3'/ Pe 162 10'-6 9.792 T(12'-3'/) 26'-5'/ Pv co•••••Route 8••••• [k,©M.E.P.CAD, Inc. AutoSPRINK®VR8 v8.1.11 10/14/2011 1:39:41PM Page 4 Hydraulic Analysis Job Number:2011860 Report Description:Ordinary Group I Pipe Type % Diameter Flow Velocity HWC Friction Loss Length Pressure Dgwnstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DR 1.0490 16.13 5.99 120 0.087394 4'-9'/ Pf 1.031 208 9'-0% 16.13 5.6 8.294 Sprinkler, 7'-0 Pe -0.641 120. 10'-6 8.684 E(2'-0),mecT(5'-0) 11'-9'/ Pv CM 2.1570 16.65 1.46 120 0.002770 11'-10% Pf 0.033 120 10'-6 8.684 Pe 118 10'-6 8.717, 1 V-10%Pv CM 2.1570 32.97 2:89 120 0.009802 39'-6 Pf 0.544 118 10'-6 16.32 8.717 Flow(q)from Route 9 16'-0 Pe 157 10'-6 9.261 LtE(3'-8%),T(12'-3%) 55'-6 Pv �•••••Route 9••••• DR 1.0490 16.32 6.06 120 0.089319 2'-8'/ Pf 0.866 209 9'-0% 16.32 5.6 8.492 Sprinkler, 7'-0 Pe 0.641 118 10'-6 8,717 E(2'-0),mecT.(5'-0) 9'-8'/ Pv �•••••Route 10••••• CM 2.1570 0.52 0.05 120 0.000005 12'-1'/ Pf 0.000 122 10'-6 8.684 Pe 120 10'-6 8.684 12'-1% Pv Equivalent Pipe Lengths of..Valves and Fittings,(C=120`only) ` e ' _ C Value'Multiplier`�,, . / Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter—) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 �,©M.E.P.CAD,Inc. jAutoSPRINK®VR8 v8.1.11 10/14/2011 1:39:41 PM Page 5 Hydraulic Analysis Job Number:2011860 Report Description:Ordinary Group I Pi e T e Diameter Flow Velocity HWC Friction Loss Length Pressure Do,wnstteam Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend . . AO Arm-Over Diameter Inch ALV Alarm Valve .BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe E 90°Elbow Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe EE 45' Elbow Eel 11%*Elbow Ee2 22%*Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle Pl Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap LAk,©M.E.P.CAD, Inc. §9AutoSPRINK@ VR8 v8.1.11 10/14/2011 1:39:41PM Page 6 Hydraulic Graph lob Number:2011860 Report Description:Ordinary GroupI r Supply at Node 2 100 go--- -Static Pressure 86.000 1270.00 @ 82.000 80—-T77- 70 60 N Q 50— U) a 40— 140.68 @ 33.917 —j 390.68 with hose streams 30 System demand curve 20 10 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Supply at Node 2 Static:Pressure , 86.000 Residual:Pressure Test Conducted By Test Witnessed By 82.000 @ 1270.00 Chazen Enqineerinq Town of Queensbury Water Dept. Available Pressure at Time of Test Date of Test 85.548 @ 390.68 7-17-2008 System Demand Hydrant Numbers 33.917 @ 140.68 Control#273, Flow#264 System Demand(Including Hose Allovrance at Source) 33.917 @ 390.68 [Ny©M.E.P.CAD, Inc. AutoSPRINKO V R 8 v8.1.11 10/14/2011 1:39:44PM Page 8 �jjjjHydraulic SUm- mi ary Job Number:2011860 Report Description:Ordinary Group II Job Job Number Design Engineer 2011860 MDJ Job Name: State CertlficationdUcense Number Queensbury Diner Nicet 99648 Address 1 AHJ 518 Aviation Road Town of Queensbury Address 2 Job Site/Building Queensbury, New York Basement Address 3 DmvMg Name Queensbury Diner Drawing.cad System Remote Area Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 24.98 at 19.890 Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.200gpm/ft2 900.00ft2(Actual 999.0oft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow m 8 124.88ft2 AuloPeak Results:Pressure For Remote Areafs)Adjacent To Most Remote Area Right:68.473 01F N 0 Total Hose Streams , . 250.00 System Flow Demand Total Water Required(Including Hose Allowance) .— r 216.47 716.47 �r t ® Maximum Pressure Unbalance In Loops VA y3-� 0.000 Maximum Velocity Above Ground r✓, SS1fl`'r1I'�� 29.16 between nodes 76 and 108 Maximum Velocity Under Ground 4.97 between nodes 5 and 57 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 4232.25gal 0.13gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node ( m) (psi) (psi) (g m (psi) m) (psi) (psi) 0) i250.00. (86.0001 (82.000; P9270.00) (85.373 ?466.47) 74.5561 (10.817) 2 250.00 86.000 82.000 1270.00 85.802 250.00 74.986 10.817 Contractor Ocntraclor Number Contact Nam. Contact Till. 22 Ira Gold Name of Contractor. Phone Extension Sullivan Fire Protection Corp 845.434.4030 Address 1 FAX 16 Railroad Plaza 845.434.5723 Address2 E-mail South Fallsburg,NY 12779 sullivanfirejim@csdsl.net Address 3 Web-Sfte fit. ©M.E.P.CAD, Inc. l Ig AutoSPRINKO VR8 v8.1.11 10/14/2011 1:43:58PM Page 1 SumTary Of OutFlowing Devices Report Description: Number: 2011860 oup 1111 fill ��6sss'�� Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) b Sprinkler 101 24.98 24.98 5.6 19.890 Sprinkler 102 25.20 24.98 5.6 20.244 Sprinkler 103 25.99 24.98 5.6 21.532 Sprinkler 104 26.80 24.98 5.6 22.902 Sprinkler 105 27.12 24.98 5.6 23.446 Sprinkler 106 28.24 24.98 5.6 25.429 Sprinkler 107 30.54 24.98 5.6 29.750 c;> Most Demanding Sprinkler Data LAA,©M.E.P.CAD, Inc. AutoSPRINK®VR8 v8.1.11 10/14/2011 1:34:45PM Page 2 �JJJINO'de'Arialksis Job Number:2011860 Report Description:Ordinary Group II Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 4-0 S 74.556 216.4 101 8'-1% S r-19.890 19.890 24.9 102 8'-1% S r-20.244 20.244 25.2 103 8'-1'/2 S r-21.532 21.532 25.9 104 8'-0 S r-22.902 22.902 26.8 105 8'-0 S r-23.446 23.446 27.1 106 8'-0 S r-25.429 25.429 28.2 107 8'-0 S r-29.750 29.750 30.5 108 8'-1'/2 S r-24.324 24.324 27.6 5 -4'-0 E 16'-8-/< 74.542 57 2'-0'% 64.506 62 8'-0 E 8'-2% 57.839 63 8'-0 T 12'-3% 56.673 71 8'-0 PO 6'-0 52.509 74 8'-0 mecT 3'-0 27.928 75 8'-0 mecT 3'-0 27.450 76 8'-0 mecT 3'-0 33.419 77 8'-0 mecT 3'-0 29.663 ©M.E.P.CAD,Inc. AutoSPRINKO VR8 v8.1.11 10/14/2011 1:34:48PM Page 3 �111']Hydrqulic Analysis Job Number:2011860 Report Description:Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length c*•••••Route I ..... DY 0.6220 24.98 26.37 120 2.501953 0'-0 Pf 7.506 101 8'-1'/2 24.98 5.6 19.890 Sprinkler, 3'-0 Pe 0.054 75 8'-0 27.450 mecT(3'-O) T-0 Pv BL 1.3800 24.98 5.36 120 0.051621 9'-3 Pf 0.477 75 8'-0 27.450 Pe 74 8'-0 27.928 9'-3 Pv BL 1.3800 50.17 10.76 120 0.187622 9'-3 Pf 1.736 74 8'-0 25.20 27.928 Flow(q)from Route 2 Pe 77 8'-0 29.663 9'-3 Pv BL 1.3800 76.16 16.34 120 0.406069 9'-3 Pf 3.756 77 8'-0 25.99 29.663 Flow(q)from Route 3 Pe 76 8'-0 33.419 9'-3 Pv BL 1.3800 103.78 22.26 120 0.719804 20'-6'/ Pf 19.089 76 8'-0 27.62 33.419 Flow(q)from Route 5 6-0 Pe 71 8'-0 52.509 PO(6'-O) 26'-6'/ Pv CM 2.1570 172.40 15.14 120 0.209119 T-7'/ Pf 4.164 71 8'-0 68.62 52.509 Flow(q)from Route 4 12'-3% Pe 63 8'-0 56.673 T(12'-3%) 19'-11 Pv FM 2.6350 216.47 12.74 120 0.120213 V-5'/ Pf 1.162 63 8'-0 56.673 8'-2'/ Pe 0.004 62 8'-0 57.839 E(8'-21%) 9'-8 Pv FR 2.6350 216.47 12.74 120 0.120213 6- Pf 4.088 62 8'-0 57.839 28'-10 Pe 2.579 57 2'-0'/2 64.506 CV(19'-2'/),BV(9'-7%) 34'-C Pv UG 4.2200 216.47 4.97 140 0.009121 171'-4'/ Pf 7.417 57 2'-0'/2 64.506 93'-8 Pe 2.619 5 4-0 74.542 T(33'-5%),BFP(-5.000), 265'-0'/ Pv LtE(10'-0'/z),3E(16'-8'/) UG 12.4600 216.47 0.57 140 0.000047 300'-0 Pf 0.014 5 4-0 74.542 Supply, Pe 1 4-0 74.556 1 300'-0 Pv 500.00 Hose Allowance At Source 1 716.47 za•••••Route 2••••• DY 0.6220 25.20 26.60 120 2,543116 0'- Pf 7.629 102 8'-1'/ 25.20 5.6 20.244 Sprinkler, 3'-O Pe 0.054 74 8'-0 27.928 mecT(3'-0) 3'-0 Pv a•••••Route 3••••• DY 0.6220 25.99 27.44 120 2.692395 0'- Pf 8.077 103 8'-1'/2 25.99 5.6 21.532 Sprinkler, 3'-0 Pe 0.054 77 8'-0 29.663 mecT(3'-0) 3'-0 Pv ®•••••Route 4••••• BL 1.3800 26.80 5.75 120 0.058813 9'-3 Pf 0.544 104 8'-0 26.80 5.6 22.902 Sprinkler Pe 105 8'-0 23.446 9'-3 Pv BL 1.3800 53.92 11.56 120 0.214343 9'-3 Pf 1.983 105 8'-0 27.12 5.6 23.446 Sprinkler Pe 106 8'-0 25.429 9'-3 Pv BL 1.3800 82.15 17.62 120 0.467207 9'-3 Pf 4.322 106 8'-0 28.24 5.6 25.429 Sprinkler Pe 107 8'-0 29.750 9'-3 Pv BL 1.3800 112.70 24.17 120 0.838484 20'-6% Pf 22.241 107 8'-0 30.54 5.6 29.750 Sprinkler, 6'-0 Pe 81 8'-0 51.991 PO(6'-0) 26-61 Pv CM 2.1570 68.62 6.03 120 0.038044 13WMI Pf 0.517 81 8'-0 51.991 Pe 71 8'-0 52.509 13'-7'/ Pv 4ap•••••Route 5••••• DY 0.6220 27.62 29.16 120 3.013817 0'- Pf 9.041 108 8'-1'/2 27.62 5.6 24.324 Sprinkler, 3'- Pe 0.054 76 8'-0 33.419 mecT(3'-0) 3'- Pv ,g;b•••••Route 6••••• CM 2.1570 44.07 3.87 120 0.016771 229'-11'/ Pf 4.682 81 8'-0 51.991 49'-2'/ Pe 63 8'-0 56.673 6E(6'-1'/),T(12'-31%) 279'-2 Pv (N,©M.E.P.CAD, Inc. i.lfl AutoSPRINK®VR8 v8.1.11 10/14/2011 1:34:55PM Page 4 Hydiraulic Analysis Job Number:2011860 Report Description:Ordinary Group II Pie Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total.Length Equivalent.Pipe'Lengths O'UV6lves°and Fittings'(C*1'20 only) .>'_"�."s G`Value Multiplier`", Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 .1.16 1.33 1.51 Pipe Type Legend � � .Units Legend ''�� ,a � �_ FittingsLegen_d AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90' FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe E 90'Elbow Pe Pressure due to elevation difference between indicated points UG Underground Pv Velocity pressure at a point in a pipe EE 45'Elbow Eel 11% Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV. Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [sy,0 M.E.P.CAD, Inc. jjAutoSPRINK@ VR8 v8.1.11 10/14/2011 1:34:55PM Page 5 Hydraulic Graph > Job Number:2011860 Report Description:Ordinary Grou II Supply at Node 1 100 90 Static Pressure 86.000 -T 1270.OD @ 82.000 80 2116.47, 74.556 466.47 with hose streams 70 60 .N 50 N d System demand curve 40— 30 20 10 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Supply at Node 1 Static:Pressure 86.000 Residual:Pressure Test Conducted By Test Witnessed By 82.000 @ 1270.00 Chazen Enqineerinq Town of Queensbury Water Dept. Available Pressure at Time of Test Date of Test 85.373 @ 466.47 7-17-2008 System Demand Hydrant Numbers 74.556 @ 216.47 Control#273, Flow#264 System Demand(Including Hose Allowance at Source) 74.556 @ 466.47 [,0 M.E.P.CAD, Inc. AutoSPRINK®VR8 v8.1.11 10/14/2011 1:35:OOPM Page 6 Generated by COMcheck-Web Software Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title:QUEENSBURY DINER PY Construction Site: Owner/Agent: Designer/Contractor: Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 6a Building Type for Envelope Requirements: Non-Residential Activity Type(s) Floor Area Dining:Family 5398 Section 3: Requirements Checklist' Envelope TBD:No envelope assemblies specified Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. Lj 3. Component R-values&U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other components have supporting documentation for proposed U-Factors. 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. Lj 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Building entrances with revolving doors. Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Project Title: QUEENSBURY DINER Report date: 10/26/11 Data filename: Page 1 of 7 _1 Generated by COMcheck-Web Software Interior Lighting Compliance. Certificate 2010 New York Energy. Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title:QUEENSBURY DINER Construction Site:' Ownei/Agent: Designer/Contractor: Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/f:2 (B x C) Dining:Family 5398 1.6 8637 Total Allowed Wafts= 8637 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. iAOI IViTY_FOOD FAMILY_RESTAURANT,(5398 sq ft.) T �� m Linear Fluorescent:Fluorescent:48"T8 25W(Super T8)/Electronic ~� 1 80 40 3200 Linear Fluorescent:48"T8 32W/Electronic 3 22 32 704 Incandescent:Incandescent 75W 1 11 75 825 Incandescent:Incandescent 15OW 6 1 25 25. Compact Fluorescent:Reflector 26W/Electronic 1 35 26 910 Incandescent:Incandescent60W 1 4, 60 240 Total Proposed Watts= 5.904 Section 4: Requirements Checklist Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed Watts. Allowed Watts Proposed Watts Complies 8637 5904 YES Controls,Switching, and Wiring: ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to Vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area,Iighting. Exceptions: ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 4,.Independent controls for each space(switch/occupancy sensor). Exceptions: Project Title: QUEENSBURY DINER' Report date: 10/26/11 Data filename: Page 21 of 7 ❑ Areas designated as security or emergency areas that must be continuously illuminated. ❑ Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: ❑ Only one luminaire in space. ❑ An occupant-sensing device controls the area. ❑ The area is a corridor,storeroom,restroom,public lobby or sleeping unit. ❑ Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: ❑ Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. ❑ 10.Photocell/astronomical time switch on exterior lights: Exceptions: ❑ Lighting intended for 24 hour use. ❑ 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: ❑ Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. Interior Lighting PASSES:,r better than code'. Section 5: Compliance Statement 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 2010 New York Energy Conservation Construction Code requirements in COMcheck-Web and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Project Title: QUEENSBURY DINER Report date: 10/26/11 Data filename: Page 3 of 7 r Generated by COMcheck-Web Software Exterior Lighting Compliance Certificate 2010 New York- Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title:QUEENSBURY DINER Exterior Lighting Zone: 2(Neighborhood business district) . Construction Site: Owner/Agent: Designer/Contractor: Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (B x C) Entry canopy 20 ft2 0.25 Yes 5 0 Total Tradable Watts'_ 5 0 Total Allowed Watts= 5 'Total Allowed Supplemental Watts**= 600 'Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID:Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. EXTERIOR ENTRY, CANOPY(20 fl2)Tradable Wattage Total Tradable Proposed Watts= 0 Section 4: Requirements Checklist Lighting Wattage: I] 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance:No exterior fixtures are defined. Controls,Switching,and Wiring: I] 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. Ij 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor(with time switch),or an astronomical time switch. 4. Lighting designated for dusk-to-dawn operation is controlled by.an astronomical time switch or photosensor. 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: l] 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: Project Title: QUEENSBURY DINER Report date: 10/26/11 Data filename: Page 4-of 7 v ❑ Lighting that has been claimed as exempt and is identified as such in Section 3 table above. ❑ Lighting that is specifically designated as required by a health.or life safety statue,ordinance,or regulation. ❑ Emergency lighting that is automatically off during normal building operation. ❑ Lighting that is controlled by motion sensor. . Exterior Lighting TBD-F No exterior lighting fixtures specified Project Title: QUEENSBURY DINER Report date: 10/26/11 Data filename: Page 5 of 7 Generated by COMcheck-Web Software Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title : QUEENSBURY DINER Construction Site: Owner/Agent: Designer/Contractor: Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 6a Section 3: Mechanical Systems List Quantity System Type&Description Section 4: Requirements Checklist Project Title: QUEENSBURY DINER Report date: 10/26/11 Data filename: Page 6 of 7 y ^5. r Generated by COMcheck-Web Software Mechanical Requirements Description 2010 New York Energy Conservation Construction Code Project Title: QUEENSBURY DINER Report date: 10/26/11 Data filename: Page 7 of 7 COMcheck Software Version 3.9.1 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title:Queensbury Diner Construction Site: Owner/Agent: Designer/Contractor: 518 Aviation Road DeRaffelle Manufacturing Joel L.Greenburg,R.A. Queensbury,NY Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone:. 6a Building Type for Envelope Requirements: Non-Residential Vertical Glazing/Wall Area Pct.: 30% Activity Tvpe(sl Floor Area Dining:Family 6846 Section 3: Requirements Checklist Env4ope PASSES:.a- ..- Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter Exterior Wall 1:Steel-Framed,24"o.c. 580 13.0 0.0 0.109 0.064 Window 1:Metal Frame with Thermal Break:Double Pane,Tinted, 325 -- -- 0.310 0.550 SHGC 0.23,PF 0.83 Door 1:Glass(>50%glazing):Metal Frame,Non-Entrance Door, 25 --- - 0.550 0.550 SHGC 0.70 Exterior Wall 2:Steel-Framed,24"o.c. 784 13.0 0.0 0.109 0.064 Window 2:Metal Frame with Thermal Break:Double Pane,Tinted, 76 - -- 0.310 0.550 SHGC 0.23,PF 0.83 Door 2:Uninsulated Single-Layer Metal,Swinging 25 -- --- 0.550 0.700 Exterior Wall 3:Steel-Framed,24"o.c. 580 13.0 0.0 0.109 0.064 Window 3:Metal Frame with Thermal Break:Double Pane,Tinted, 134 --- --- 0.310 0.550 SHGC 0.23,PF 0.83 Exterior Wall 4:Steel-Framed,24"o.c. 243 13.0 0.0 0.109 0.064 Window 4:Metal Frame:Single Pane,Tinted,SHGC 0.47 136 -- --- 0.310 0.550 Exterior Wall 5:Steel-Framed,24"o.c. 89 13.0 0.0 0.109 0.064 Door 3:Glass(>50%glazing):Metal Frame,Entrance Door,SHGC 25 --- --- 0.310 0.800 0.47 Exterior Wall 6:Steel-Framed,24"o.c. 288 13.0 0.0 0.109 0.064 Window 5:Metal Frame with Thermal Break:Double Pane,Tinted, 152 -- --- 0.310 0.550 SHGC 0.23,PF 0.83 Exterior Wall 7:Steel-Framed,24"o.c. 89 13.0 0.0 0.109 0.064 Door 4:Glass(>50%glazing):Metal Frame,Entrance Door,SHGC 25 --- --- 0.310 0.800 0.47 Roof 1:Insulation Entirely Above Deck 6846 - 19.0 0.051 0.048 Basement Wall 1:Solid Concrete:12"Thickness,Normal Density, 277 -- 19.0 0.049 0.108 Furring:None,Wall Ht 1.4,Depth B.G.0.0 Project Title: Queensbury Diner Report date: 11/19/12 Data filename:T:\Rochester\Projects\2012\43.5685.00-Queensbury Diner\Technical&Other\Queensbury Diner Partial COMcheck.cck Page 1 of 2 Basement Wall 2:Solid Concrete:12"Thickness,Normal Density, 1803 --- 11.0 0.079 0.108 Furring:None,Wall Ht 8.7,Depth B.G.8.0 Basement Wall 3:Solid Concrete:12"Thickness,Normal Density, 330 --- 0.0 0.630 0.108 Furring:None,Wall Ht 8.7,Depth B.G.8.0 Door 5:Insulated Metal,Swinging 23 --- --- 0.066 0.700 Window 6:Wood Frame:Double Pane,Clear,SHGC 0.23,PF 0.54 24 --- --- 0.310 0.350 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. ❑ 5. 'Other components have supporting documentation for proposed U-Factors. ❑ 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ❑ 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. ❑ 10.Building entrance doors have a vestibule equipped with self-closing devices, Exceptions: ❑ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. ❑ Doors that open directly from a space less than 3000 sq.ft.in area. ❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ❑ Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement 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 envelo`pe-..syvst as been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Versi n.3.9'.,jandrtto•cprr l : mandatory requirements in the Requirements Checklist. i* I PGAf cF®` When a Registered Design Professional has stamped and pi' e age, eyt att in th t to•tM est of his/her knowledge,belief,and professional judgment,such plans or specifications are in cc Z'P 1 9 P P pliance wi y is Joel Greenberg• Arrhi tPc-t 12/4/12 " F �ri, Name-Title Si natiiF O i� �f %�_h; Date Project Notes: This is a 10-box steel modular structure,evaulated under the Third P rty =� Review program developed by the NYS DCEA. Additional ba t insulation was added to the COM-check envelope analysis including 6"of unfaced batt insulation in the rim joist area,3-1/2"of vinyl faced fiberglass blanket insulation at the perimeter and an insulated door at the bottom of the exterior stair tower. Project Title:Queensbury Diner Report date: 11/19/12 Data filename:T:\Rochester\Projects\2012\43.5685.00-Queensbury Diner\Technical&Other\Queensbury Diner partial COMcheck.cck Page 2 of 2 ti 1Lkl� �A,� s. PLLC December 4th, 2012 Mr. John O'Brien, Building Inspector Town of Queensbury Queensbury Building & Code enforcement 742 Bay Road Queensbury, NY 12804 RE: Queensbury 518 Aviation Road Queensbury, NY Dear Mr. O'Brien, This letter is to certify that the Queensbury diner was built according to the approved plans. SST E . G\ 4 Very Tr Q00C Jol` e6 Two Muscoot Road North Mahopac, New York 10541 P: (845)628-6613 F:(845)628-2807 Email:ioel.greenberg cDarch-visions.com + TOWN OF QUEENBURY RANGE HOOD SUPPRESSION WORKSHEET LOCATION: DATE: —f 7-1 . . ' INSPECTOR: R SYSTEM INFORMATION MAKE: ANSyl- MODEL: IDS .w _ SIZE: SYSTEM DATA TESTING DATA . PASS FAIL I PASS FAIL All appliances properly covered x Nozzle caps off System monitored by fire alarm Fire.alarm activation X Nozzle protection in plenum Central Station Monitored Jx Hood filters Gas valve off "K" Extinguisher Exhaust hood On Fusible Links All appliances shutdown Nozzle Caps Manual Actaution 10720' Range Hood Operational Grease Duct Test MC506.3.2.5 UL 300 Appliance layout vs. drawings Type 1 hood interlock MC 507.2.11 S' 16"deep fryer/open flame Make up air interlock MC 508.1 !IC c l' ]I FIRE MARSHAL'S OFFICE Tozvn of Queensbunj 742 Bay Road, Queensbunj, NY 12804 "Home of Natural Beauty ... A Good Place to Live " TYPE 1 HOOD OPERATION NYS Mechanical Code 507.2.1.1 Operation. Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances,by means of heat sensors or by means of other approved methods. NFPA 96 8.2.3.1 A hood exhaust fan(s) shall continue to operate after the extinguishing system has been activated unless fan shutdown is required by a listed component of the ventilation system or by design of the extinguishing system. 8.3.2 When its fire extinguishing system discharges, makeup air supplied internally to a hood shall be shut off. 10.4.1 Upon activation of.any fire extinguishing system for a cooking operation, all sources of fuel and electrical power that,produce heat to all equipment requiring protection by that system shall automatically shut off. Fire Marshal 's Office P h o it e: 518-761-8206 F a z: 518-745-4437 ,firenuarshal@queensbiti-i .1/ 2et • zuzvzv.queensbunt.net FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " GREASE DUCT TEST NYS Mechanical Code 506.3.2.5 Grease duct test.Prior to the use or concealment of any portion of a grease duct system, a leakage test shall be performed in the presence of the code enforcement official. Ducts shall be considered to be concealed where installed in shafts or covered by coatings or wraps that prevent the ductwork from being visually inspected on all sides. The permit holder shall be responsible to provide the necessary equipment and perform the grease duct leakage test. A light test or an approved equivalent test method shall be performed to determine that all welded and brazed joints are liquid tight. A light test shall be performed by passing a lamp having a power rating of not less than 100 watts through the entire section of duct work to be tested. The lamp shall be open so as to emit light equally in all directions perpendicular to the duct walls. A test shall be performed for the entire duct system, including the hood-to-duct connection. The ductwork shall be permitted to be tested in sections,provided that every joint is tested. Fire Marshal 's Office Phorte: 518-761-8206 Fax: 518-745-4437 .f i,entarslutl@gtteettsbttt-il.net ■ RUM RX Date/Time 12/11/2012 12:38 518 2731202 P.007 DecroI1. o. rrl:IVVt�:Ju'..N2L0N1�3.:�1Y2�=:/Y3.J7 ` "�•L/�/�ti/�/ramv/IieLN P.N77 ' w7/ `�• J� MIDDLE DEPARTMENT INSPECTION AGENCY, INC. j} , k Yl' �>r that the electrical wiring to the electrical equipment listed below has been examined and is approved as ; being in accord.with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the dats noted below and is'issued subject to the following conditions. `?; K. Owner Date: Queensbury Diner 11/20/2012 .: Occupant: Location: Ambrosia Diner 518 Aviation Road r* Occupancy; Queensbury,Warren Co. NY °Ytg 1 st Floor ;f Applicant: Qeraffele Mfg-Co., Inc. q 2525 Palmer Ave r1 New Rochelle, NY 10.801 s f L " e Joseph A.Wofines No. 31801 '4,61 EL 12-GFCI Receptacles • •• icy: I&K ter• This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void, This certificate applies only to the use,occupancy 8.1% Q' above and the Installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use.occupancy or ownership inspection. No warranty Is expressed or implied as to the mechanical safety,effi-. of the property indicated above,this certificate shall be Immadiawy null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions. bo valid for a period of and year from the above noted date. Should the electrical this certificate may be revalidated upon reins action b Middle De arrmerit i�;;: P P v P ok": system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for Inspection must be submitted to Middle 90 to.the introduction of additional electrical equipment andfor.the replacement of Department inspection Agency. Inc. to initiate the Inspection and revalidation any of the components installed as of the above noted date,this certiticate shall be process. A fee will be charged for this service. ?"• DEC 1 1 2012 • ,: 44 T.Ri Arnold&Associates,Inc. Form 401 700 E.Beardsley Avenue Revised 03/21/2012 IIaJ Post Office Box 1081 qF ®oe" Elkhart,IN 46515 cr�oN M��(t INSPECTION REPORT I Manufacturer _`_ .� I�_ (`a�'�'' 0 �' File No. `-r r y Date _ Plant Location i TRA Inspector .y , -•.r. ` r., v Fk tP-.�. Accompanied By �? f`1 0 %- 4 l~ Rate of Production �9�,?- /' i_.a� per Labels Controlled by: `,tip Manufacturer TRA Inspection Emphasis_:- For Office Use Only Materials in Storage Tests Observed Pass Fail Structural ` Defects Logged Lumber Gas High Pressure — — Plumbing Red Tags Logged Trusses Gas Low Pressure — — Mechanical t' Inspection Logged Plywood Electrical Continuity — — Electrical Reviewed By Particleboard Electrical Operational — — Fire Safety Comments Insulation Electrical Polarity Records Doors Dielectric Strength — Remedial Level:_ Windows Supply DWV — — Fixture — — Equipment — Egress Window Operation — — All Deficiencies Reinspected: Yes—No— Labeled Yard Units Inspected: Yes.— No-Unlabeled Yard Units- Checked status of Q.C.records: Yes—No— Unlabeled Yard Units Inspected.(Deviations noted on Form#402) All,other units checked for Deviations noted.on previous Fo;m#402(s): Yes—No_ UNITS INSPECTED STATION SERIAL NUMBER MODEL DESTINATION v n ,P C1'fdL1`" %f This inspection report shall not be reproduced except in Nil without express permission from the manufacturer and-T.R.Arnold&Associates,Inc. INSPECTION REPORT ' Form#401 3° o _ Fcr/ON MO��,o Manufacturerd.Qa' '... ! r 4,t= File No. o Plant Location ° 4! _ Date TRA Inspector `.,', e? �' , E^ f`� .� Accompanied By .�. Rate-of Production f) Labels Controlled by: ❑ Manufacturer E • IPIA Inspection Emphasis "For office use only" Material in Storage Q, Test(s)Observed: :1_?rj T Structural %s" Defects logged Lumber Gas Plumbing Red tags logged Truss H /L `lam! `' Heating Inspection logged Plywood Electrical Electrical N- Reviewed by Particleboard Cont_/Oper /PoI_/Dielec_ Fire Safety Comments Insulation Water Records Door Air /Flood_/Fix_ Remedial Level > 'r�.� J II • Egress Window Oper All Deficiencies Reinspected: Yes No If"No"State Reason Why Labeled Yard Units Inspected �- '.�•,_ Unlabeled Yard Units: Checked Status of Q.C. Records Yes No- Unlabeled Yard Units Inspected (Note Deviations on Form#402) All Other Units Were Checked for Non-Conformances Noted on Form 402 UNITS INSPECTED STATION SERIAL NUMBER - MODEL DESTINATION c d^- F TRA �EAL RECEIPT 373; �S Manufacturer DeRaffele Manufacturing Company,Inc. Date 11/28/2012' Delivered By Inspector TRA(10)453595...453604(Hold).- Received By I ' 1 CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: S.&S.CONSTRUCTION,INC. REPORT NUMBER: 1 :PAGE#. 1 303 SPRAGUETOWN ROAD INSPECTION DATE: 01/18/12 GREENWICH,NEW YORK 12834 OUR FILE NUMBER: 1448.002 INSPECTOR&TEST SET: JAY TRACEY #19 ATTN: MR.KEVIN STRAINER AMBIENT WEATHER: 20's:P.CLOUDY PROJECT: QUEENSBURY DINER:QUEENSBURY,NEW YORK OUR FILE LOCATION: 127463 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# I : FOOTING:NORTH WALL PLACEMENT LOCATION OF LOAD# 2 : FOOTING:EAST WALL,SOUTH WALL EAST THIRD PLACEMENT LOCATION OF LOAD# 3 : FOOTING:SOUTH WALL WEST TWO THIRDS,WEST WALL;PIER FOOTING:INTERIOR PIERS SOUTH QUARTEF DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER 1 TICKET NUMBER: 2211 52363 205 1 52364 248 1 52365 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 1 20.00 10.00 / 30.00 TIME CONC. BATCHED I ARRIVED: 10.381 10.55 10.51 1 11.15 11.47 1 12.06 TIME PLACEMENT BEGAN I ENDED: 11.051 11.50 11.50 .l 12.30 12.30 / 1.20 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1,20 1.651 1.651 SLUMP ON ARRIVAL (INCHES) 4.50 4.50 4.50 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.50 4,50 4,50 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 4.60 UNIT WEIGHT (PCF) (SPEC - ) 152,07 CONCRETE TEMP. (F) (SPEC 45 - 85} 64 62 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 127463- 127468 DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 2,3:OVERTIME PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS,FREE OF DEBRIS&STANDING WATER/ICE/SNOW GENERAL CONSTRUCTION PRACTICE:CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS, UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172,.,.C173,:C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/19/12 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.&L WATER: GAL, COARSE AGGREGATE#1: LBS. 127463 01/25/12 7 47,550 3790 COARSE AGGREGATE#2: LBS 127464 01/25/12 7 45.900 3650 COARSE AGGREGATE#3: LBS. 127465 02/15/12 28 60,350 4800 FINE AGGREGATE: LBS. 127466 02/15/12 28 61,000 4860 ADMIXTURE 91: OZS. 127467 02/15/12 28 60,900 4850 ADMIXTURE#2: OZS_ 127468 SPARE ADMIXTURE#3: OZ& AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTEULL TEt7. CONSTRU 10 CHNO LOG Y T SLl',S.E.T. (NICET) NAGER-TECHNICAL SVCS_ CONSTRUCTION TECHNOLOGY 4 William Street;Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: S.&S.CONSTRUCTION,INC. REPORT NUMBER: 1 :PAGE#: 2 303 SPRAGUETOWN ROAD INSPECTION DATE: 01/18/12 GREENWICH,NEW YORK 12834 OUR FILE NUMBER: 1448.002 INSPECTOR&TEST SET: JAY TRACEY #19 ATT'N: MR.-KEVIN STRAINER AMBIENT WEATHER: 20's:P.CLOUDY PROJECT: QUEENSBURY DINER:QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INS-PECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : PIER FOOTING:INTERIOR PIERS NORTH THREE QUARTERS DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 3711 52367 YARDAGE DELIVERED/SUBTOTAL: 10,00 I 40.00 TIME CONC. BATCHED/ARRIVED: 12.131 12.30 TIME PLACEMENT BEGAN/ENDED: 1.20/ 2.02 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.821 SLUMP ON ARRIVAL (INCHES) 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7:00 ) UNIT WEIGHT (PCF) (SPEC ) CONCRETE TEMP: (F) (SPEC 45 - 85) 62 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER: DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 4:OVERTIME PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE.PROPERLY SIZED&LOCATED: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. GENERAL CONSTRUCTION PRACTICE:CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, .C470; C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER. ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/19/12 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S1 WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS, AIR ENTRAINING AGENT: On. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: T 4: 8: RESPECTFULLY SUB.. ED; CON§TRU6TI HNOLOGY TOM SLIN,S.E.T. (NICET) M' AGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: S.&S.CONSTRUCTION,INC. REPORT NUMBER: 2 :PAGE#: 1 303 SPRAGUETOWN ROAD INSPECTION DATE: 01/24/12 GREENWICH,NEW YORK 12834 OUR FILE NUMBER: 1448.002 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.KEVIN STRAINER AMBIENT WEATHER: 40's:OVERCAST PROJECT: QUEENSBURY DINER:QUEENSBURY NEW YORK OUR FILE LOCATION: 127508 CONCRETE FIELD INSPECTION & COMPRESSION_ TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:EAST WALL PLACEMENT LOCATION OF LOAD# 2: FOUNDATION WALL:SOUTH WALL PLACEMENT LOCATION OF LOAD# 3: FOUNDATION WALL:WEST WALL DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 390/ 52394 764 / 52395 221 / 52396 YARDAGE DELIVERED I SUBTOTAL: 11.001 11.00 10.50 / 21.50 10.00 ./ 31,50 TIME CONC. BATCHED/ARRIVED: 1.15/ t24 1.21 1 1.33 1.30 .1. 1 A2 TIME PLACEMENT BEGAN/ENDED: 1.55/ 2-14 11.50 1 1.55 1.52 .1 Z05 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50} 0.98 0.57 0.58 SLUMP ON ARRIVAL (INCHES) 6.00 6.00 5.75 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 6.00 1 6.00 1 5.75 1 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 7.00 UNIT WEIGHT (PCF) (SPEC - ) 146.01 CONCRETE TEMP_ (F) (SPEC 45 - -85) 60 58 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 127508- 127513 DISCREPANCIES&REMARKS: 1: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE,PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS-FREE OF DEBRIS&STANDING WATERIICE/SNOW. GENERAL CONSTRUCTION PRACTICE:CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.&I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/25/12 CEMENT: LBS: CYLINDER TEST TESTAGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD PzS.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 127508 01/31/12 7 43,400 3460 COARSE AGGREGATE#2: LBS-; 127509 01/31/12 7 44,550 3550 COARSE AGGREGATE#3: LBS. 127510 02/21/12 28 49,750 3960 FINE AGGREGATE: LBS. 127511 02/21/12 28 50,350 4010 ADMIXTURE#1: OZS. 127512 02/21/12 28 51,600 4110 ADMIXTURE#2: OZS.;. 127513 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTIONf" 1:FILE 2:SUPPLIER 3: 4: RESPECTFULLY;S' ED, ;CONSTRUCT CHNOLOGY TO SLIN,S.E.T..(NICET) NAGER TECHNICAL;SVG$.. j f CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: S.&S.CONSTRUCTION,INC. REPORT NUMBER: 2 :PAGE#: 2 303 SPRAGUETOWN ROAD INSPECTION DATE: 01/24/12 GREENWICH,NEW YORK 12834 OUR FILE NUMBER: 1448.002 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.KEVIN STRAINER AMBIENT WEATHER: 40's:OVERCAST PROJECT: QUEENSBURY DINER:QUEENSBURY,NEW YORK OUR FILE LOCATION: 127514 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: FOUNDATION WALL:NORTH WALL PLACEMENT LOCATION OF LOAD# 5: FOUNDATION WALL:EAST WALL LIFT 2 PLACEMENT LOCATION OF LOAD# 6: FOUNDATION WALL:SOUTH WALL LIFT 2 DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER/TICKET NUMBER: 205/ 52397 206 1 52398 208 / 52399 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 42.50 11.00 / 53.50 11.00 / 64.50 TIME CONC_ BATCHED/ARRIVED: 1.45/ 1.55 2.06 / 2.22 2.26 / 2,42 TIME PLACEMENT BEGAN/ENDED: 1.58/ 2.10 2,25 1 2.38 2.45 I 3.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50} 0.42 0,53 0.57 SLUMP ON ARRIVAL (INCHES) 6.00 5.50 6.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 6.00 1 5.50 1 6.00 1 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 6,40 UNIT WEIGHT (PCF) (SPEC - ) 146,58 CONCRETE TEMP. (F) (SPEC 45 - 85 } 60 59 59 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 127514 127519 DISCREPANCIES&REMARKS: 1: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION--. PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE;PROPERLY SIZED&LOCATED, PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.,FREE OF DEBRIS&STANDING WATER/ICE/SNOW, GENERAL CONSTRUCTION PRACTICE:CONCRETE PROPERLY CONSOLIDATED_NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C1.73, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORD: CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.1.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/25/12 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL COARSE AGGREGATE#1: LBS. 127514 01/31/12 7 46,050 3670 COARSE AGGREGATE#2: LBS. 127515 01/31/12 7 45,500 3620 COARSE AGGREGATE#3: LBS. 127516 02/21/12 28 54,350 4330 FINE AGGREGATE: LBS. 127517 02/21/12 28 52,050 4140 ADMIXTURE#1: OZS. 127518 02/21/12 28 53,150 4230 ADMIXTURE#2: OZS. 127519 SPARE ADMIXTURE#3: OZ& AIR ENTRAINING AGENT: OZS: REPORT DISTRIBUTION; j 1:FILE 5:. 2:SUPPLIER 6: 3: 7.:. 4: 8: RESPECTFULLY SUBMITT . i GONSTRUCT{O OLOGY_. TOM.J N,S,E,T_ (NICET) M GER'TECHNICAL:SVCS. CONSTRUCTION TECHNOLOGY 4 William Street;Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: S.&S.CONSTRUCTION,INC. REPORT NUMBER: 2 :PAGE#: 3 303 SPRAGUETOWN ROAD INSPECTION DATE: 01/24/12 GREENWICH.NEW YORK 12834 OUR FILE NUMBER: 1448,002 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.KEVIN STRAINER AMBIENT WEATHER: 40's:OVERCAST PROJECT: QUEENSBURY DINER:QUEENSBURY NEW YORK OUR FILE LOCATION: 127520 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 7 : FOUNDATION WALL:WEST WALL LIFT 2 PLACEMENT LOCATION OF LOAD# 8 : FOUNDATION WALL:NORTH WALL LIFT 2 PLACEMENT LOCATION OF LOAD# 9 : FOUNDATION WALL:EAST STAIRWAY DELIVERED LOAD NUMBER: 7 8 9 TRUCK NUMBER I TICKET NUMBER: 248/ 52400 221 1 52401 205 / 52402 YARDAGE DELIVERED I SUBTOTAL: 10.50/ 75.00 10.00 1 85.00 11.00 1 96,00 TIME CONC. BATCHED/ARRIVED: 2.39/ 2.50 2.45 1 2.58 2.47 ./ 3.04 TIME PLACEMENT BEGAN/ENDED: 2,59/ 3.12 3.00 / 3,15 3.10 / 3.27 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.55 0.50 0.67 SLUMP ON ARRIVAL (INCHES) 6.00 5.75 5.50 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00,.) 6.00 1 5.75 1 5.50 1 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7,00 5.60 UNIT WEIGHT (PCF) (SPEC ) 148.10 CONCRETE TEMP, (F) (SPEC 45 - 85') 60 61 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 127520 - 127526 DISCREPANCIES&REMARKS: 1: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION. PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE,PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS FREE OF DEBRIS&STANDING WATER/ICE/SNOW. GENERAL CONSTRUCTION PRACTICE:CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I..®28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/25/12 CEMENT: LBS, CYLINDER TEST TESTAGE ULTIMATE UNIT CEMENT: LBS, NUMBER DATE DAYS APPLIED LOAD P:&L WATER: GAL. COARSE AGGREGATE#1: LBS_ 127520 01/31/12 7 53,200 4240 COARSE AGGREGATE#2: LBS. 127521 01/31/12 7 51,650 4110 COARSE AGGREGATE 0: LBS.. 127522 02/21/12 28 63,000 5020 FINE AGGREGATE: LBS: 127523 02/21/12 28 60,500 4820 ADMIXTURE#1: OZ& 127524 02/21/12 28 61,850 4920 ADMIXTURE#2: OZS: 127525 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS: REPORT DISTRIBUTION: 1:FILE 5-- 2:SUPPLIER 6:. 3: 7> 4: 8 RESPECTFULLY SUBMg'.M 'CONS7RUCTI HNOLOGY TC SLIN,S.E.T. (NICET) NAGER TECHNICAL:SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: S.&S.CONSTRUCTION,INC. REPORT NUMBER: 2 :PAGE M 4 303 SPRAGUETOWN ROAD INSPECTION DATE: 01/24/12 GREENWICH,NEW YORK 12834 OUR FILE NUMBER: 1448.002 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.KEVIN STRAINER AMBIENT WEATHER: 40's:OVERCAST PROJECT: QUEENSBURY DINER:QUEENSBURY,NEW YORK OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 10; FOUNDATION WALL:NORTH STAIRWAY PLACEMENT LOCATION OF LOAD# 11 _ FOUNDATION WALL:NORTH STAIRWAY LIFT 2 DELIVERED LOAD NUMBER: i0 11 TRUCK NUMBER/TICKET NUMBER: 214/ 52403 208 / 52405 YARDAGE DELIVERED/SUBTOTAL: 11:00/ 10T00 11.00 / 118.00 TIME CONC. BATCHED/ARRIVED: 3.07/ 3.18 3.32 / 3.55 TIME PLACEMENT BEGAN/ENDED: 3.24/ 3.55 3,58 / 4.10 CONCRETE AGE(HOURS) (SPEC: MAX- 1150) 0.80 0.63 SLUMP ON ARRIVAL (INCHES) 6.00 5.50 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 6.00 1 5.50 1 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) UNIT WEIGHT (PCF) (SPEC - ) CONCRETE TEMP. (F) (SPEC 45 - 85) 59 61 NUMBER OF TEST SPECIMEN CAST LAB CYLINDER CONTROL NUMBER! DISCREPANCIES&REMARKS: 1: CONCRETE SLUMP IS AFTER PLASTICIZER ADDITION, PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE,PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. GENERAL CONSTRUCTION PRACTICE:CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM.: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP.: CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P S.I..@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/25/12 CEMENT: LBS, CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL, COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS: COARSE AGGREGATE#3: LBS.- FINE AGGREGATE: LBS. ADMIXTURE#1: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5_ 2:SUPPLIER 6:_ 3: 7: 4: 8, RESPECTFULLY SUBMITT CONSTRUCTION. OLOGY TOM J .. ,S.E.T. (NICET) NIA GER TECHNICAL SV.CS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake;New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: S.&S.CONSTRUCTION,INC. REPORT NUMBER: 3 :PAGE#: 1 303 SPRAGUETOWN ROAD INSPECTION DATE: 02/02/12 GREENWICH,NEW YORK 12834 OUR FILE NUMBER: 1448.002 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.KEVIN STRAINER AMBIENT WEATHER: 30's:CLOUDY PROJECT: QUEENSBURY DINER:QUEENSBURY,NEW YORK OUR FILE LOCATION: 127652 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : PIER COLUMN:EAST INTERIOR,SOUTH INTERIOR,WEST INTERIOR DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 221 / 52469 YARDAGE DELIVERED/SUBTOTAL: 9.00 1 9.00 TIME CONC, BATCHED/ARRIVED: 2,30/ 2,50 TIME PLACEMENT BEGAN/ENDED: 3.20/ 4.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.50 SLUMP ON ARRIVAL (INCHES) 5.50 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE-- PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.50 1 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC - ) 146.77 CONCRETE TEMP. (F) (SPEC 45 - 85) 58 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 127652- 127657 DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 1:SLUMP PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. GENERAL CONSTRUCTION PRACTICE: CONCRETE PROPERLY CONSOLIDATED,NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP.. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P,S.L @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 02/03/12 CEMENT: LBS. CYLINDER TEST TESTAGE ULTIMATE UNIT CEMENT: LBS_ NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 127652 02/09/12 7 36,300 2890 COARSE AGGREGATE#2: LBS. 127653 02/09/12 7 37,900 3020 COARSE AGGREGATE#3: LBS. 127654 03/01/12 26 49,250 3920 FINE AGGREGATE: LBS. 127655 03/01/12 28 47,300 3770 ADMIXTURE#1: OZS. 127656 03/01/12 28 46.950 3740 ADMIXTURE 92: OZS. 127657 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6a 3: 7: 4: 8: RESPECTFULLY SUB D, CONSTRUCT NO LOGY TOK1 'IN.SE,T, (NICET) AGER TECHNICAL'SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: S.&S.CONSTRUCTION,INC. REPORT NUMBER: 4 :PAGE#: 1 303 SPRAGUETOWN ROAD INSPECTION DATE: 02/03/12 GREENWICH,NEW YORK 12834 OUR FILE NUMBER: 1448.002 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.KEVIN STRAINER AMBIENT WEATHER: 30's:P_CLOUDY PROJECT: QUEENSBURY DINER:QUEENSBURY,NEW YORK OUR FILE LOCATION: 127670 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : PIER COLUMN:CENTER INTERIOR DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 195/ 52480 YARDAGE DELIVERED/SUBTOTAL: 8.50/ 8.50 TIME CONC. BATCHED/ARRIVED: 1.261 1.45 TIME PLACEMENT BEGAN I ENDED: 2.05/ 3.20 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.901 SLUMP ON ARRIVAL (INCHES) 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.40 UNIT WEIGHT (PCF) (SPEC - ) 147.15 CONCRETE TEMP. (F) (SPEC 45 - 85) 58 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER! 127670- 127675 DISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED:LOAD 1:OVERTIME PLACEMENT AREA REINFORCEMENT: CLEANLINESS&COVER ACCEPTABLE. PROPERLY SIZED&LOCATED. PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATERIICE/SNOW, GENERAL CONSTRUCTION PRACTICE:CONCRETE PROPERLY CONSOLIDATED NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617,.C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 02/06112 CEMENT: LBS, CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 127670 02/10/12 7 50,850 4050 COARSE AGGREGATE#2: LBS._ 127671 02/10/12 7 48.900 3890 COARSE AGGREGATE#3: LBS. 127672 03/02/12 28 62,100 4940 FINE AGGREGATE: LBS. 127673 03/02/12 28 61,350 4880 ADMIXTURE#1: OZS. 127674 03/02/12 28 62.900 5010 ADMIXTURE#2: OZS. 127675 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION;. 1:FILE 5 2:SUPPLIER Gt 3: 7 4: RESPECTFULLY SUBMIT CONSTRUCTIO OLOGY' TOM LIN,S. T. (NICET) M AGER.TECHNICAL SVCS. FIRE WRSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Home of Natural Beauty ... A Good Place to Live - PLAN REVIEW Queensbury Diner 8/28/2012 2012 - 622 The following comments are based on plan review: Revision G 1) Add emergency lighting at the top of the new enclosure, and add remote head outside of the exit door. Please also note, items indicated in September 2011 plan review and October 2011 letter from DeRaffele Mfg., still have not been submitted for review or inspections scheduled. The fire.alarm submittals and review are required prior to any installation. The grease duct test is a must before enclosure of the area or the duct. Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Ph.one: 518-761-8206 Fax: 518-745-4437 firertrarshal@gtteertsburir.net • w umqueensbur�il.net e �