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2005-917 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050917 Date Issued: Tuesday, June 13, 2006 This is to certify that work requested to be done as shown by Permit Number _ P2005091-7 has been completed..- Tax Map Number. 523400-279-000-0001-062-000-0000 Location: 668 STATE ROUTE 149 Owner. GGV, LLC Applicant: CHERRY TOMATO, THE This structure may be occupied as a: Commercial Addition 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, d� Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY LIJ 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 t4w Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050917 Application Number: a20050917 Tax Map No: 523400-279-000-0001-062-000-0000 Permission is hereby granted to: CHERRY TOMATO. THE, For property located at: 668 STATE ROUTE 149 in die Town of Queensbury,to construct or place at die 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: GGV, LLC 20 SWEET Rd Commercial Addition $70,000.00 Total Value $70,000.00 STILLWATER, NY 12170-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-917 CHERRY TOMATO 585 SQ FT COMMERCIAL ADDITION $81.90 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, January 06, 2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury beforjtheex iration date.) Dated at the To of Qu a 9 F ary 06, 2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement BLDG. PERMIT NO. @005-917 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 668 State Route 149 for the following uses: Re tamani Addition AptZe 71, 2006 DATE SIGNATURE OF APPLICANT TEMPORARY.CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ( )APPROVED ( )DISAPPROVED r with,,the following conditions: CePtti 4ica-te o4 Occupancy to be i6,aued upon completion o4: 2) Verr i 4 y n6 man o4 kitchen apptiance6 brj '�.uz.e mau6za P TEMPORARY CERTIFICATE OF OCCUPAN Y W. $ 0�/DE 00.00 received on Apt 11, 2006 ®�� Date of Issuance Director of Bldg. & Code Enforcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 60 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. , i OFFICE USE ONLY TAX MAP NO. OD�QE917 RMIT NO: i 9 ' / FEES: PERMIT / RECREATION ENGINEERING (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:��V /xIL OWNER: 9G V l/tf L ADDRESS: 665 ST 9-r j49 be ADDRESS: 66 5/-for I+ 1 , bf PHONE NOS_ 7q1 z��a� PHONE NOS. l8 �f 9 Zy�� CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:9160( JOnP-5 PHONE:,S/6 537- 3llB i LOCATION OF PROPERTY: �/ t' T� L!L (ol:Ore e-- Ay 1W-5 le-P SUBDIVISION NAME: 6MI�bnJ l...............T............. ........... ..............................................................................................:.............................................................. PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: } : ................................................................................................................................................................... CHECK ALL THAT p , I APPLY TO YOUR i I Z i ; O W cn I PROJECT ! _O ¢ 0 0 ? w E ~_ 0 i —1 Uj LL i W Z C) W ; i Z I Q ! Q r U) N Cl) j 0 0 2 a23 •.................................................................................. .................?......................................................................................... ...... ....................................................................................................... •...............................................SINGLE FAMILY ! ........................ .................a.............................................................................................................................................. ...•.. ................................................. i TWO-FAMILY {1 1 i I. 3 � � ...........................................•.. :......................................................�.....................................................:.................................................... MULTI-FAMILY 3 (NO. of UNITS ) a ! E j TOWNHOUSE I i • 1 i ' i ........! S ` i i '>...............................................................:........... .................e.................i.......................................................................n.....................................................i................................................. ...........•................................. I BUSINESS OFFICE a s a...................................................................................:............•....i.................:...........•.. ............................................... ................................................. RETAIL- ! I '•• MERCANTILE 1 ; i ............................................................................. _ ........... j ........... ........... ............................................... ............................................... .............................•................. ' ............•.•.•.•.•.•....................... 3 I FACTORY OR " !. I INDUSTRIAL i : I ATTACHED I i; { GARAGE(1,2,3) I z s....................................................................................................i.................1.... (/ I OTHER ! t ................•.............................................................. 3 .......5.�.5 .........................................................................•.......................n�res.........�'........................................................................ 15 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST 0 C70 00 Please complete a separate Application for"Fuel Burning Appliances&Chimneys" HOW MANY FIREPLACE(S): C2 AND/OR WO.ODSTOVES(S): O available in our office ZONING CATEGORY: NLl A ARE THERE WETLANDS ON THIS SITE? �,/O IS THIS A HISTORIC SITE? ff0 PROPOSED USE OF BUILDING OR ADDITION: J2��STa4(��v�fi :.: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 0 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 a ree o t 'above. Signed 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) Permission is,hereby granted to the above ; This application ! 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: 0 0 ' ' 0 10 ' I ' I 1 ' ! 0 0 ' , , DIRECTOR OF BUILDING &CODES ZONING ADMINISTRATOR 0 1 ' 0 ' ' 0 ' DATE % DATE / , 0 0 '' QUESTIONS? CALL 761-8256 OR EMAIL codes@gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION wwwxi eensbury.net Town of Queensbury Community Development Office - 742 Bay Road, Queensbury, NY 12804 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: 1� �b 6 Time: a ASS A4 Phone. (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: I Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown _ Fire Sprinkler System Fire Suppression-kitchen 7 + Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed ' Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emer,gency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) o Denied ❑ Call for Recheck Inspected By�- L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc FP I 6 - 2 - C6 Com>'nerc'ial Final Inspection Deport Office No.: (518) 761-8256 Date Ins ection�jqur -e ' ed:Queensbury Building& Code Enforcement Arrive: a epart: a742 Bay Road, Queensbury,NY 12804 Inspector s InrtiaNAME: i /D -v�� v PERMITCST— ! LOCATIOON: 160 e DATE: -, — — 66, COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6" in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or E uiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors O > 10%> 1000 s , ft. \� 3/,Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire J�9+ Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" - 4 Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Y�4` Handicapped Bath/Parking Lot Si na e ` Public Toilet Room Handicapped Accessible 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 Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. er—manent C/O Okay To Issue C/C ( m4z/ L:\Building&Codes Forms\Building& o es spection Form4W.6mmercial Final Inspection Report.doc 7-cl�o p 4l ' Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requ ece' d: f% Queensbury Building&Code Enforcement Arrive:`a pm epart: . � n� i 742 Bay Road, Queensbury,NY 12804 Inspector s Initials. f NAME: ' I--� — -'-C �to RTC)_ PE #: Z O CG�j p- I l' LOCATION: (�T 1 C R'� I`I9 DATE. —1 —OHO COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbin Vent Through Roof 6"/Roof Complete Exterior Finishi Grade Complete 6"in 10' or Equivalent i to e00 Rv-- o)) 4 aE Interior/Exterior Guardrails 42 in. Platform/Decks Q EP'cb\ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks r �E Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11' Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade `b M6 Floor Bathroom Watertight/Other Floors Okay V 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 — �� \��L��a` Oil Furnace Shut Off at Entrance to Furnace Area F Y1 Stoekroo eceiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors &Closers ` Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si is e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e ' Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Si na e Assembly Sac Final Electrical Site Plan/Variance required Final Surve New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide *, Okay To Issu Tem or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury, NY 12804 Date received: NAME: LOCATION: PERMIT#: �1 j Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of f Community Development. Upon review the survey has be Craig Br w , Zoning Administrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Fina1 Survey Zoning Administrator.doc .D.O.T. C.I.R.F. A DEED TO THE STATE OF NEW �-- YORK WAS NOT FOUND FOR THE POLE 1999 HIGHWAY TAKING REFERRED NM 90� O / �O IN MAP REFERENCE NO. 2 OP 'IGN 14 ol DPP ` � / �Q• � Kq� � Sil J� � g tK v oo�oP WOODS AND BRUSH PARKINGP �� LANDS N/F OF ROBERT L. EDWARDS B. 435, P. 205 279-1-61 LINE dk\�� + / y I BLACKTOP SEEPAGE PITS / / V POLE PARKING 6' CONC. COVER / n/ \,J � V NM 89 O A- ' ,`' �O GUYS .N e PROPA GUY NYT ✓• + $F TANKS6• COP PARKING \ �P PIT BLACKTOP 1 LOCUST C COVER WAY M N' 4' LOCU H `` +� \ OLE 9 7707 1036 036 ODD I ' ANDI��Ap-� RAM / HSIGNS- �� 18' L ST 2\4OCUSTUST 'P\+ POLE 24' LOCUST �,n WOOD y vy DECK J 24• PLASTIC �+ \ LANDS O F / <� n• ' P� W C. �-V 1 \\��\AJ •Y COVERS SOWAMICO XXV, LTD. 0- GN / I !, \ 30" LOCUST / SI RT. 49 AN \ OD DEC 24" Pusnc p O SEEPAGE PITS °? ! B. 1323, P. 330 B RD. i ' COVER 6' CONC. COVERYID 279-1-62 LIGHT u �'• i I I STORY i i� �" OS AREA = 1.831 (ACRES fi.o•:- � WOOD FRAME BLDG.i ON WOO ER WOODS AND BRUSH GRASS i Flfc. � , ON WOO CK AREA CONC. METERI �o�' A.C. PAD I ,�� 0 V�Q UNIT TRAFFIC SIGNALV ��5/ �v DOOK ,{ /J��o`�+0!/',y��'� S 2�v�nc Ry�p �� i ��\. �((fj CONCRETE PAVER WELL I f V �� WALK 3� / ® W 24" LOCUST DECK j i/ Q�G CONCRETE p� RAMP 18• LOCUST MAP NOTES: J� V y POL I.P.F. 36" OAK " 19.1't 0�P 32.0t "«� ,B" LOCUST 1.) NORTH ORIENTAION IS PER MAP REFERENCE NO. 1. POLE / O / �/24 LOCUST 18' LOCUSI N 78.45 �24'LOCUST NM 170 Ca MAPLE CLUSTER 2.) ELEVATIONS AND CONTOURS DEPICTED HEREON ARE BASED ON AN 30• LOCUST am ASSUMED DATUM. / 10 THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF AN ABSTRACT OF / ROU 149 30' LOCUST �E �°' 18" LOCUST ST r 3 3-) SIGN ,o GUY LL TITLE OR TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF WA s „Dw FACT SUCH DOCUMENTS MAY DISCLOSE. VCO LANDS N/F OF I.P.F. MAP REFERENCES: J & D MARINA, LLC. 347 31, B. 12 as 279-1-63 1.) "MAP OF LANDS OF ROBERT MEINS", PREPARED BY LESLIE W. COULTER, -1 / DATED JUNE 4, 1949 AND BEING FILED IN THE OFFICE OF THE WARREN COUNTY CLERK. W 2.) "NEW YORK STATE DEPARTMENT OF TRANSPORTATION DESCRIPTION AND MAP FOR THE ACQUISITION OF PROPERTY", BEARING MAP NO. 102, PARCEL NO. 125. 3.) LAND ACQUISITION MAP, PREPARED BY THE STATE OF NEW YORK DEPARTMENT OF PUBLIC WORKS, DATED AUGUST 17, 1937 FOR LANDS TO BE ACQUIRED FROM EMMETT WALKUP, BEARING MAP NO. 21. J 4�7 69�NYT 43`C� LE GTEND DATE RECORD OF WORK DRN CHK APPR TOWN OF: QUEENSBURY SURVEY OF LANDS OF / C.I.R.S ......................... CAPPED IRON ROD SET 06/13/05 SEEPAGE PIT AND WELL LOCATIONS ADDED D.K.S. S 0 WAMC 0 XXV LTD. I.P.F. ............................ IRON PIPE FOUND G R AP.L LIC S C ALE dF NE 09/13/05 SURVEY UPDATE D.K.S. COUNTY OF: WARREN, N.Y. , C.I.R.F........................... CAPPED IRON ROD FOUND .�� c BOOK 1323, PAGE 330 - TAX ID. NO 279-1-62 30 0 15 30 60 120 ,`Q� OWN G, 04/O6/06 SURVEY UPDATE D.K.S. 668 STATE ROUTE 149 I.R.F. ............................ IRON ROD FOUND cq � scaLE: 1" = 30' 116.00-2-39 ............... TAX MAP SECTION—BLOCK—LOT � �H q NORTHEAST LAND SURVEY & B.769 P.986 ................ DEED BOOK & PAGE �c 4 "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY N/F.............................. N 0 W OR FORMERLY '],j FEET ` r DRAWN BY. D.K.S. 0 �' LAND DEVELOPMENT CONSULTANTS P.C. J O Z PARADE GROUND VILLAGE MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION EDU 7209, SUB-DIVISION 2 OF THE (176.5).............. .. DEED INFORMATION 1 inch = 30 f t� NEW YORK STATE EDUCATION LAW." 2 VEY P.O. BOX 2140 MALTA, N.Y. 12020 'ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY OVERHEAD UTILITY LINES 101 `� CHECKED BY: �DS,LDEVELOPMENT LAND VE (518) 899-7339 MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S LAND SV EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES.' APPROVED BY: DATE: 04/05/05 PROJ. NO. 05-047 DWG. NO. 05-058 SHEET 1 OF 1 04/09/2006 15:34 518-537-3119 RICHARD JQNES, ENG. , PAGE 02 Richard Jones 206 Mom M Gervrmwvm, NY 12526 slurp= (51 S)537-3118, f m(518)537-3119 SMSVEM&IMUSM professional engineering services TO:TOWN OF QUEENS13URY BUILDING INSPECTOR 4/7/06 SUBJECT:CERTIFICATION OF CHERRY TOMATO CONSTRUCTION&"AS BUILT"PLAN THIS IS TO ADVISE YOU THAT I HAVE INSPECTED THE CONSTRUCTION OF THE ADDITION AT THE CHERRY TOMATO RESTAURANT AND I HEREBY CERWFY THAT THE CONSTRUCTIO N OF THE BUILDING COMPLIES WITH THE NEW YORK STATE BUILDING CODE. THIS DOES NOT INCLUDE THE INSTALLATION OF THE VARIOUS KITCHEN EQUIPMENT. UPGRADES TO THE FIRE ALARM AND KITCHEN/FIRE SUPPRESSION EQUIPMENT ARE TO BE MADE BY THE MANUFACTURER/INSTALLER I HAVE REVIEWED AND STAMPED AN,ATTACHED "AS BUILT"PLAN THAT SHOWS REVISIONS TO THE ORIOMAL PLAN DURING THE CONSTRUCTION ]PHASE OF THE PROJECT. SUBMITTED BY RICHARD,TONES, PE J fto -�• o °r s. 'rryrreeeer>eS Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. o s �I J Town of Queensbury 742 Bay Road t v'O 3(, Queensbury,NY 12804 Scheduled Inspection Date: Time: r -tom r Phone: (518) 761-8206 Business Name: l ib4 Fax: (518) 745-4437 Location: It 0 Type of Inspection N/A Yes No / EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery n TRUSS ID SIGNAGE EMERGENCY LIGHTING ` FIRE EXTINGUISHER: Hun \, Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan >SCApproved (If no other approvals apply,the B&C Office will issue th er ific e of Occupancy) ❑ Denied o Call for Recheck , Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Commercial Final Inspection Report _ r Office No.: (518) 761-8256 Date Inspection requ t r eiv f Queensbury Building&Code Enforcement Arrive: a pm Depart: ? a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi� r f NAME: C11-lF PERMIT 9 I� r LOCATION: ��j[ {�-� �_ (�ty�SCF , 1Lf\ DATE: IQ= Cn 1 COMMENTS: Y N NA T�?o Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete 1t Exterior Finish/Grade Complete 6"in 10' or Equivalent V fl V Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Misers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure I hr. or Fire Extinguishing System L/ ' Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers \, Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2.doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors r � T \►`�v� Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets f , Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signa a Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C 10 FEE L:\Building& Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report .ice No.: (518) 761-8256 Date Ins action cei iieensbury Building&Code Enforcement Arrive: Depart: an�/� %42 Bay Road,Queensbury,NY 12804 Inspector's Imt ls: NAME: �t�-1 AT'C PERMI ( L�7 , LOCATION: DATE: 1-4 —�5 COMMENTS: Y N NA T to VOR-I .,V �7 Chimne /"B"Vent/Direct Vent Location ' G��PI�ET E ` TW Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. EMT. All Doors 36 in.w/Lever Handles/Panic Hardware,if required ,` ��R Exits At Grade Or Platform 36 (w)x 44"(1)/Cano or E uiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade A-9-&-k dF Floor Bathroom Watertight/Other Floors Okay. ®� P Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure I hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%>1000 s . ft. 3/Hour Corridor Doors &Closers Fire-vvalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed �� Handicapped Bathroom Grab Bars/Sinks/Toilets 'Cx) 1 Handicapped Bath/Parking Lot Signa e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and.Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Deport _ Office No.: (518) 761-8256 Date Inspection request`igceived: Queensbury Building&Code Enforcement Arrivd:• . h am/-'` _h ,,,Depart:,_ - m/pm 742 Bay Road, Queensbury,NY 12804 Inspectors Initials. ll- t��` NAME: ��(�� ,t�1 ��, PERMIT#: :1�. LOCATION: DATE: COMMENTS: N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/.Roof Complete ` Exterior Finish/Grarle�C�enrlete 6'�irrl er E nib :1 \� ��v` Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. aciri P rm/Decks —Stair Handrail 34 in.—38 in,-4 V stibutes For Exit doors t3000 s 11 Doors 6.in. w/Lever Handles/Panic Hardware,if required xis Grade Or Platform 36(w)x 44"(])/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 /' h Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fired Dampers/Fire Doors 1 _ Ceiling Fire Stopping, 3,000 s . ft.Wood Frame h 1 v\ Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible t Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space �L tu1 Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide ,*I--Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Apr, 6. 2006 11 : 26AM WL-ALBANY hT8 432 h823 No. 0183 P. 1 439 North Pearl Street ME Albany,New York 12204 (518)432.5820 Associates, Inc. (518)432.5823(Fax) www.cmensoclates.com FAX TRANSMISSION To; Milan Vesic The Cherry Tomato,798-2984 From: Suzanne Arnold Date: April 6,2006 Re: Reports for CME Project No. 8302 S Pages including cover Milan, Per our conversation,here are the reports for The Cherry Tomato-project, Queensbury,NY. CME Invoice#31816,dated 02/10/06,for this project was paid with check#890659,dated 03/10/06. If you need anything further please feel free to contact us. By: Suzanne Arnold If all pages are not received,please contact CME as soon as possible. The information contained in this Facsimile Message is privileged and/or confidential and is intended only for the individual named. If the reader of this message.is not the.intended recipient,you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this message in error, please notify us immediately by telephone and destroy. the original. Thank you. "Serving New York and Surrounding States Since 1983" Apr. 6. 20H 11 .21AM WE-ALBANY hilt 432 bb23 110. Uldj r. 4 439 North Pearl Street Albany,New York 92204 IME (S1il)4324620 (Sill)432.6023(Fax) Assn iffatest Inc. wwwcmmsociztu.com CONCRETE INSPECTOR FIELD & LABORATORY TEST REPORT Page 1 of 1 Client: 0. G. V.,Inc. Report No.: 8302C-02-4106 Project&Location: _,.Cherry Tomato Restaurant,Lake George,NY Set I.D.: 36272 ' Set 1 of 1 The fresh concrete was tested In accordance with ASTM C-145,C 173 or C-291,C-1064 and{optional)C-138. Date Sampled: 01)27/06 Time Sampled: 3:50pm No.Of Cylinders Cast: 4 Sampled By: B.Belie Sampled From*: TD .Slump(nearest'/.In.): 4 Track No.: 462 Air Content(%). 5.5 Fre Ticket No.: 1303037 Unit Weight(pet): - E~ Quantity of Load: 10 Cubic Yards Concrete Temperature: 68 V 4 Water Added at Site: 0.0 Gallons Ambient Temperature: 38 °F 4 ' Contractor: JSM Construction Weather Conditions: Sunny q Supplier Cranesville Mix No.: 1 C30R520 Admixture Added at Site: IfflJ111 I Required Strength at 28 days(psi): POOO L Location of Placement: Fr.South door,south wall to building Where are Cylinders Stored On-Site: J Basement of Restaurant - The concrete test s eelmens were made in accordance whit ASTMC-31 and tested In accordance with ASTMC-39. Test S ecimen Specimen Defects in specimen or cep Test Age Maximum Compressive Cylinders represent this location or type of fracture If not da s Dig. in. Area(in.) Load bf.) Strongh(psi) in concrete pour conical 7 6,00 28.27 65,000 2300 Fr.South door,south wall to A3 28 6.00: 28.27 90,000 3180 building 28 6.00 28.27 92,000 3250 O 28 .6.00 28.27 95,500 3380 I rn Additional Comments: Architect was notified by this writer that concrete was discharged over 90 minutes from batch time, *PP=Point of Placement;TD=Truck Chute Discharge. The tests were performed in compliance with the'specifrcations given above unless noted below: The concrete was not sampled in accordance with ASTM C-172, ❑ The Aggregate Correction Factor was not subtracted from the air meter gauge reading. The cylinders were initially cured day(s) in the.field. For the remaining days,the test specimens were cured in a moist room or water storage tank-complying with ASTM C-511. CM7 .Laboratories are in conformance with ASTM C-1077 and participate in Proficiency Testing Programs administered by CCRL and AASHTO as required for all testing laboratories testing fresh concrete produced according to ASTM C-94, "Ready-Mixed Concrete". (7Day-02/03; 28Day42/24; 50ay-03/24) `"Serving New York and Surrounding,States Since 1983" Ak ,�., Apr. 6. 2006 11 :DAM WL-ALBANY b]U 4j'1 BUJ 110, U Idj t'. � . 439 North Paoli Rest Albany,New York 12204 ME (518)432.5820 (518)432.5823(Fax) Associates, Inc. wvvtv.omeassooiates.com CONCRETE INSPECTOR FIELD & LABORATORY TEST REPORT Page 1 of 1 Client: G. G.V.,Inc. Report No.: 8302C-01-0106 Pro'eet&Location: Cherry Tomato Restaurant,Lake George,NY Set I.D.: 36265 Set 1 . of 1 The tech concrete was tested to accordance with ASTM C-143,C-173 or C-231,C-1064 and(optional)G138 Date Sampled: 01/20/06 Time Sampled: 3:30pm No.Of Cylinders Cast: 4 Sampled By: A.Cretz Sampled From*: TD Slump(nearest Vs in.): 4 Track No.: 462 Air Content(%): 4.6 F* Ticket No.: 1803517 Unit Weight(PC!): Quantity of Load: 9.0 Cubic Yards Concrete Temperature: 70 °F Water Added at Site: 20 Gallons Ambient Temperature: 50 °F Contractor: JSM Construction Weather Conditions: Cloudy pq Supplier Cranesville Mix No.: C30R232 Admixture Added at Site: 0, Repaired Strength at 28 days(psi): 000 w Location of Placement; Rear of Restaurant—footing-(addition) Where are Cylinders Stored On-Site: Inside Restaurmt Tfie concrete test s ectmens were made In accordance with ASTMC-31 and tested In accordance with ASTM t;39. Teat S ecimen Specimen Defects in specimen or cap Test Age Maximum Compressive Cylinders represent this location or type of fracture if not. (days)) Dia. in. Area in Load lb£ Strength(pgj in concrete our conical WE^ 7 . 6.00 28.27 63,000 ' 2230 Rear of Restaurant—footing 28 6.00 28.27 104,500 3700 (addition) 28 6.00 28.27 104,500 3700 p 28 6.00 28.27 lm,000 3710 Additional Comments: *PP=Point of Placement;TD=Truck Chute DLwharge. The tests were performed in compliance with the specifications given above unless noted below: BThe concrete was=sampled in accordance with ASTM C-172, The Aggregate Correction Factor was not subtracted from the air meter gauge reading. The cylinders were initially cured day(s) in the field. For the remaining days,the test Specimens were. cured in a moist room or water storage tank complying with ASTM C-511. CME Laboratories are in conformance with ASTM C-1077 and participate in Proficiency Testing Programs administered by CCRL and AASHTO as .required for all testing laboratories testing fresh concrete produced according to ASTM C-44, "Ready-Mixed,Concrete". (7Day-01127; 28Day-02/17; 56Day-03/17) "Serving New York and Surrounding States Since 1983" AkI 1WM0 AU 11 Jam. • ' 1 ' 1 1 1 1 1• 1' / • 1 1 • •1 • e 1 ■ f • Sieve " IIIi■■■`��lln■■■■�il1i■■■��lll�■�■■� . 111�1■■�►�1111■■■■�Il1i■■■��111��■�� ' lin■■■��Illi■■■®�Illi■■■��n1�■■■� " 111��■■��Illi■■■��1111�■■■■�IIIi■■■■� 111�■■��Illi■■■■�li:,�■■■■�IIIi■�■■� 111��■■��IIII■■■��IIIi■�■■�111�■■■■� • 111�■■■■�Illi■�■��Ili!■■■\\�Iili■■■� 111�■�■■�Illi��■��111i■■■5�111��■�� 111�■■■■�Illi��l�■�IIIi■■■■��111�■■■�� 111�■■■■�IIIi■r■■—Illi�■■■i�\Illy■■■■� Illi■■■■�1111■■■■�IIIi■�■��IIi■r■■� •. Ills■■■■�III�■■r�i11i■■■��I��i■■■■o = ' !!li■■■■ 111!■■■■milli■�■��111�■■■■� 111i■■■��i11�■■■■�Il�if■■■�Il�i■■■■� ' IIIi��■��n11■■■■�Iln■■■■�111�■■■■� Illi■��■�111i■■■■�IIIi■■■■�IIIi�■■■� ' IIIi■■■■�IIIi■■■■�Il�i■■■■�111i■■■�� Illi■■■��ii1i■■■��IIIi■■■■�li1i■■■■� Analysis 1 i au 11 • tlu I l 11 • 1 1 11 1 1 • rr 11 • ' 1 1 I n s i 1 1 1Na. 100 A 150 11 1, • ; No.200(0.075 Il u ; , . . ■■■■!!■■■■■■■■■■■■■■■!■■■!■■■■nil■■■!►■■ Inspection for Permit to Occupy ' Fire Marshal's Office RequestRec'd Permit No. Town of Queensbury r 742 Bay Road rr�� ))rr�� / Quee sbury,NY 12804 Scheduled Inspection Date: 7' 1 cx� Time: r Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: k6e �`7' � I V ; Type of Inspection N/A Yes No ` EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal �7 Sign-bane TRUSS ID SIGNAGE EMERGENCY LIGHTING / 1 FIRE EXTINGUISHER: Hung � L '�� Inspection of extinguisher h Hydro extinguisher �, FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island n Jj Hood Installation Interior Finishes Stora e Compressed Gas ` Clearance to Sprinklers Clearance to Electrical �r Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sin ° Emerqency Evacuation Plan ❑ Approved (If no other approvals apply,the B 8,C Office will issue the Certificate of Occupancy) XDenied o Call for Recheck Inspecte y: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req t Queensbury Building&Code Enforcement Arrive: ' 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: C, -1E?R� TC-om !P-= PERMIT#: 005-c� LOCATION: F 1 `!q INSPECT ON: TYPE OF STRUCTURE: Of:�!j F M iT Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3,4 hour irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection. Re ®rt Office No. (518) 761-8256 Date Inspection request re e 0 Queensbury Building & Code Enforcement Arrive: ' =� � pm _ epart: l2- 4ap m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:"i NAME: Uwk-w-T PE IT #: 5 LOCATION: l4 i--T- 2 INSPECT ON: Z 6 TYPE OF STRUCTURE: YY N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test kDrain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection,for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes nsulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 U 1 0 91pewrl Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re ues ' ceived- ! ' ^, � � Queensbury Building&Code Enforcement Arrive:�. /,. ep a am/p 742 Bay Road, Queensbury,NY 12804 Inspector's Init NAME: / PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y / N N/A COMMENTS Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 1n 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 _ l - to ,pmg �G Pene6lation.sealed 16 inch insulation in cavity min. Garage Fire Separation House side `/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ st cc v d: Queensbury Building&Code Enforcement Arrive: pm Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: O LOCATION. I LA- INSPECT ON: TYPE OF STRUCTURE: + �)\ Comments Y N N/A otings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 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 Rough ]Plumbing / Insulation Inspection Report ,r Office No. (518) 761-8256 Date Inspection 7PERMIT #: t re . 'v d: Queensbury Building& Code Enforcement Arrive: "r art: 7� am/p �? 742 Bay Road, Queensbury,NY 12804 Inspector's I NAME: C'` oti��.� � °�^c��r—I�C; c� f l LOCATION:_ INSPECT ON: TYPE OF STRUCTURE: y N/A PV -1,R-2, R-3,R4 Drain/Vent st Iron, Copper Drain/Vent/ omm. Plu bin Vent/Vents in Place .Rou h Plumbin /Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. ea _ up Test rain and 5 PSI o�10.feet hest connection fo 1 min Cleanout every 100 feet/change of direction Wat -SUPp --ipin Co er ommerc' Cooper, PVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.hispection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing l Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request Queensbury Building & Code Enforcement Arrive: rt: �CD m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: j 17 NAME: C,� ��L� �bM��o PERMIT #: AQ5-1q LOCATION: - INSPECT ON: -I`l-QCQ TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes e nsulation / Residential Check / Commercial CheckV Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape C®6'��IENTS• LAPam Whiting\Building&CodesUnspection FormsURough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 -z_ � ��IbVec�AC)K-� t) Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ection re st r ei ed: i;Queensbury Building&Code Enforcement Arriv :�� b m/ rt: 742 Bay Road, Queensbury,NY 12804 Inspector's Initi Is- NAME: Q� \Px-"r�j TY\ _ PERMIT#: C� A - _ LOC TION: � J �C� INSPECT ON: TYPE OF STRUCT l � &' Y N N/A COMMENTS raming Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate J 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 Ic and water shield 24 inches from wall 01 Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Deport Office No. (518) 761-8256 Date Inspection request a d; Queensbury Building�i Code Enforcement Arrive: rt: �� a 742 Bay Road, Queensbury,NY 12804 Inspectors Imtia NAME: .p PERMIT #: 0 �5 LOCATION: t _ INSPECT ON:, 3/3=0(a TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100-feet/change of-direction - - -- -- - Water Supply Piping Cooper Commercial 0o er, CPVC,Pex One and Two-Family sulation/Residential Check/ Commercial Check ` IF-� - V-C� Proper Vent,Attic Vent `6 Duct/Hot Water Piping Insulation 1 If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct toe VAL COMMENTS: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 02/16/2006 14:57 518-53I-:3119 RICHAHL) JOKES, ENG. HA(iE 01 Richard Jones 206 Moore Rd. Germ moovm, NY 12526 STUC11U (518) 537-3118; fax�518)537-3119 >ff=S &IR professional engineering services .. TO:QUEENSBURY BUILDING INSPECTOR 2/17/06 SUBJECT: ADJUSTMENTS TO CHERRY TOMATO ADDITION PLAN ON 2/16/06 I HAVE INSPECTED THE FOUNDATION AND FRAMING STATUS OF THE ADDITION WITH SPECIAL ATTENTION TO TIME ITEMS AS DESCRIBED BELOW. I HEREBY AUTHORIZE REVISIONS TO THE PLAN AS DEFINED BELOW: 1) EAST CONCRETE FOUNDATION WALL: THE 8 FT.HIGH BY 8"WALL HAS BEEN POURED WITH A 2"TO 4"LEAN TO THE EAST. TO STABILIZE THE WALL THREE FLOOR JOISTS WILL BE SECURED TO THE WEST WALL AND TO THE EAST WALL AS SHOWN IN THE ATTACHED"EAST CONCRETE WALL STABILIZATION'PLAN AMENDMENT. THE WEST WALL IS ATTACHED TO THE EXISTING BUILDING AND IS 2 FT.THICK AND WILL PROVIDE SUFFICIENT STABILIZATION OF THE EAST WALL WHEN THE THREE BRACES ARE INSTALLED AS SHOWN. FURTHER,THE BACK FILL ON TIN OUTSIDE WILL PROVIDE PRESSURE TOWARD THE WEST WHICH WILL ALSO ASSIST IN STABILIZING THE WALL. 2) READERS IN BASEMENT: A. FOR THE TWO SMALL WINDOWS(UP TO 30"WIDE)IN THE EAST WALL,INSTALL 2"x 4"x 1/4" STEEL TUBING.WrM JACKS.FOR HEADERS WITH THE 2"SIDE VERTICAL AND THE 4"SIDE HORIZONTAL. B. FOR THE DOORWAY INSTALL 3 x(2 x 10's)AS A HEADER C. FOR THE ENTRANCE TO THE EXISTING BUILDING,INSTALL 3 x(2 x 12)AS A HEADER FOR THE STAIRWAY. 3) THE PLAN SPECIFIES THE-USE OF AN LVL ROOF BEAM AT THE NORTH END OF THE WEST WALL ADJACENT TO THE CMU COOLER. SINCE THE BASEMENT WALL BELOW HAS BEEN WIDENED THE LVL CAN BE REPLACED WITH A 2 x 4 STUD WALL SUPPORTED BY TITE NEW CONCRETE WALL BELOW. RAFTERS ABOVE STUD WALL ARE TO BE SOLID BLOCKED AT THE STUD WALL. INSTALL SIMPSON WB126 "X" BRACE ON STUDS AND FACE WALL WITH 1/2" PLYWOOD. ALL OTHER CONSTRUCTION IS PROCEEDING TO PLAN. Eyy PREPARED 13Y CHA .JONES.PIE _� �{ Ur- - .9C bt R re Vf P PLAN VIEW 33ASL%MNT WALT-S ET 10 1 FabricatOr to Prime paint steel angles &plates fl��"It""150LTS with commcAon misfant paint n � n $ +a at EAST CONCRETE FALL IITABZ 3I ATI+DN PLAN 11 4 1 / Framing / FirestoPp ink; Inspection Report Office No. (518) 761-8256 Date I.;is ecti\reest ece�. e . v 2 Queensbury Building&Code Enforcement ArrivF:: prn art 742 Bay Road, Queensbury,NY 12804 Inspector's Initial ` NAME: f'��-�,(L R`� M`P�c T U PERMIT#: O S / LOCATION: INSPECT ON: 0 TYPE OF STRUCTURE: Y raming N I' N/A COMMENTS � �, Attic Access 22"x 30"minimum a C QA V Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly _ 12"O.C. Z- X 1z— Headroom 6 ft. 8 in. Stairwells 36 in. or more j-- Headroom 6 ft. 8 in. ° �� -_7 f-Qj Li u l Notches/Holes/Bearing Walls %u c— Metal Strapping for Notches Top Plate - 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses L� \1 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms C 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing/ Firestopping Inspection Re :o Office No. (518) 761-8256 Date Inspection re_ est ecei d: __ a Queensbury Building&Code Enforcement Arrive: u a m part�h.lam ' pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N. N/A COMMENTS ming Attic Access 22"x 30"minimum Jack Studs/Headers �r ` Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate i i' 1 '/2 w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses .d Anchor Bolts 6 ft. or less on center / Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request e ive Queensbury Building &Code Enforcement Arrive: a fDepart: �y an m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: C ERMIT#: _ LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments --` Y N NIA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placernent of the concrete. Materials for this purpose on site. Foundation/Wallpour aL iA r Reinforcement in Place _ Foundation Dampproofing C Vu�NAQ Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspectio rest received: Queensbury Building&Code Enforcement .Arrive: � �y m/" Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector' Ini ials:V NAME: 7 PERMIT#: LOCATION: �� _ INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings 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. / udatioW�allpour /A) Reinforcement in Place _ Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ei-Wmil footing 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 fII Office No. (518) 761-8256 Date Insp tro \ quest received: Queensbury Building&Code Enforcement Arrive: � m/p Depart. n1/pm . 742 Bay Rd., Queensbury,NY 12804 Inspec is Initials: NAME: -!Zr/ GN —Va`-i Q PERMIT#: U — 5, . LOCATION: 5 ' .� 1_ oU INSPECT ON: ) Z S ) TYPE-OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab .Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour nforcement in Place 'ouKnd�17ampprc�ofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 milpoly for wet areas under slab lumbing Under Slab PVC/Cast/Copper Foundati sulation I17�oz(Exterior � - t U Rough Grade 6 inch drop within 10 ft. LASueHemingwayU3uilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 11! Foundation Inspection Report Office No.(518)761-8256 Date InstiAitia equest received: Queensbury Building&Code Enforcement Arrive: p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's s: NAME: PERMIT#: LOCATION: ► INSPECT ON: / — :2 �`�1 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. M!jEials for this purpose on site. Fo tion/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Farms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins ection r st c ve Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY' 12804 Inspector's Initia : NAME: Initial: LOCATION: SPECT ON: ' TYPE OF STRUCTURE: Comments Y N N/A J otings Piers Monolithic Slab Reinforcement in Place bF SRO responsibleThe contractor is �C 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/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 1 Ame -Conttol P.O. Box 786, 4120 Hyde Park.Blvd. COATINGS, INC. Niagara Fails, N.Y. 14302 USA (716) 282-1399 FAX: (716) 285-6303 Product--Information On: FLAME CONTROL NO. 130 CLASS "B" FIRE RETARDANT VARNISH OVERCOAT FOR NO. 129 Product Description: Flame Control No. 130 Class "B" Fire Retardant Varnish Overcoat is primarily designed as a topcoat for Flame Control No. 129. Fire Retardant Varnish Base Coat. No. 130 is available in three sheens, i.e. ; low, semi or hi-gloss. No. 129 and No. 130 coating system is recommended for use on wood paneling, woodwork, doors, door frames, and other surfaces which are subjected to constant -scuffing, handling or may require frequent washing. These coatings contain no water soluble ingredients, and will not leach or turn white on aging or washing. No. 13.0 dries to a uniform sheen in approximately four hours, and is suitable for use on both INTERIOR and EXTERIOR surfaces. On exterior exposure, the life expectancy is similar to that of conventional alkyd varnishes. No. 130 is manufactured with Rule 66 Mineral Spirits and possesses no strong or unpleasant odor, during application. Note: To comply with the Underwriters' Laboratories Class "B" fire hazard. classification [ratings] established, No. 129 fire retardant varnish base coat, must be applied prior to the application of No. 130. Surface Preparation: After the application of Flame Control No. 129 Fire Retardant varnish Base Coat has been completed, allow the surface to dry a minimum of 24 hours, lightly sand or steel wool. Remove all dust, cTirtr etc. from the surface before the application of Flame Control No. 130. Application: Flame Control No. 130 can be applied by brush, roller. or spray. Stir material well before using, then apply a uniform coat at a coverage rate up to 600 sq.ft./U.S. gallon [14.7 m'2/Lj . In hard use areas or where excessive wear is expected, a second coat is suggested. Allow at least 24 hours drying time between coats.. Drying Time: Dries to touch in approximately four hours. Allow at least 24 hours drying time before overcoating. Thinners: For thinning and cleaning equipment,- use only MINERAL SPIRITS or Flame Control,.No. 130 Reducer.: MANUFACTURERS OF FIRE RETARDANT PAINTS. VARNISHES. MASTICS AND CHEMICALS - rr- 2 WARNING: Adequate ventilation must be provided during and after application until the coating has dried. Avoid breathing vapors or spray mist. CAUTION: The liquid coating contains volatile [combustible] solvents. Due care must be exercised during and after application until coating is dry. Fire Tests: Flame Spread Rating: Class "B" . When tested in accordance with ASTM E-84 [NFPA255] , the coating obtained the following fire hazard - classification. A complete report from the UNDERWRITERS' LABORATORIES is available upon request. FIRE HAZARD CLASSIFICATION [When applied to Douglas Fir] Coating System Details Flame J Smoke Spread Developed [No primer or sealer] Type 129 [base coat] applied in .one coat at 300 sq.ft. / US gal. [7 . 4 m 2/L] Type 130 [top coat] applied ' in one coat at 600 sq.ft./ US gal. [14. 7 m2/L3 45 50 [When applied to Asbestos Cement Board] Coating System Details Flame Smoke Spread Developed [No primer or sealer] Type 129 [base coat] applied in one coat at 300 sq.ft./ ' US gal. (7.4 m 2/L] Type 130 [top coat] applied in one coat at 600 sq.ft. / US gal. [14.7 m 2/L] 5 0 Packaging: Standard packaging 1 gallon, 5 gallon, and 55 gallon containers. As we cannot anticipate all conditions under which this information and our products, or the products of other manufacturers in combination with our products, may be used, we accept no responsibility for results obtained by the application of this information or the safety and suitability of our products, either alone or in combination with other products: Users are advised to make their own tests to determine the safety and suitability of each such product or product combinatfon for their own purposes. We sell the products without warranty or guarantee, and buyers and users assume all responsibility and liability for loss or damage arising from the handling and use of our products, whether used alone or in combination with other products. yn /nr cmtrol P.O. Box 786, 4120 Hyde Park Blvd. COATINGS, INC. Niagara Falls, N.Y. 14302 USA (716) 282-1399 FAX; (716) 285-6303 Product Information On: FLAME CONTROL NO. 129 CLASS "B" FIRE RETARDANT VARNISH .BASE COAT Product Description: Flame Control No. 129 Fire Retardant Varnish is a Class "B" fire retardant base coat, that is used in conjunction with Flame Control No. 130 Fire Retardant Varnish Overcoat. It is designed for use on all new, and previously coated wood surfaces (except floors) . No. 129 and No. 130 contain no water soluble ingredients. The coatings will not leach or turn white on aging or washing. The varnish system is suitable for use on both INTERIOR and EXTERIOR surfaces. On exterior exposure, the life expectancy is similar to that of conventional alkyd varnishes. No. 129 is manufactured with Rule 66 Mineral Spirits and possesses no strong or unpleasant odor drying application. For maximum durability, cleansibility, and to comply with the Underwriters' Laboratories fire hazard classifications (ratings) established, No. 129 must be overcoated with Flame Control No. 130 Fire Retardant Varnish Overcoat. Surface Preparation: All surfaces must be dry, clean, free of all wax, grease, dirt, sanding dust, etc. Glossy surfaces must be dulled with sandpaper or steel wool. For best appearance, new previously uncoated wood should be sealed with Flame Control No. 6 Clear Wood Sealer. All sanding, filling of nail holes, etc. must be completed prior to the application of No. 129 . Application: Flame Control No. 129 can be applied by brush, roller, or spray. Stir material well before using, then apply a uniform coat at a coverage rate up to 300 sq.ft./U.S. gallon . (7.4 m 2/L) . The coverage rate obtained will vary with the porosity of the wood. Dries to touch in approximately four hours, but allow at least 24 hours drying time before overcoating with Flame Control No. 130. Thinners: For thinning and cleaning equipment, use only MINERAL SPIRITS or Flame Control No. 129 Reducer. WARNING: Adequate ventilation must be provided during and after application until the coating has dried. Avoid breathing vapors or spray mist. MANIIFAC.TIIRFRS nF FiRF RFTARnAKIT PAINITC VARA11C1 r-1z AAncTira &mn rur.%vrm e No. 129 2 - CAUTION:. The liquid coating contains volatile (combustible) solvents. Due care must -be exercised during and .-after application until coating is dry. Fire Tests: Flame Spread Rating: Class "B". When tested in accordance with ASTM E-84 (NFPA255) , the coating obtained the following fire hazard classification. A complete report from the UNDERWRITERS' LABORATORIES is available upon request. FIRE HAZARD CLASSIFICATION [When Applied to Douglas Fir] Coating System Details Flame Smoke Spread Developed [No primer or sealer] Type 129 [base coat] applied in one coat at 300 sq. ft./ US gal. [7. 4 m 2/L] Type 130 [top coat] applied in one coat at 600 sq.ft./ US gal. [14.7 m 2/L] 45 50. [When Applied to Asbestos-Cement Board] Coating System Details Flame Smoke Spread Developed [No primer or sealer] Type .129 [base coat] applied in one coat at -300 sq.ft./ , US gal. [7.4 m2/L1 Type 130 [top coat] applied in one coat at 600 sq. ft./. US gal. [14.7 m2/L1 5 0 ., Packaging: Standard packaging, 1 gallon, 5 gallon, and 55 gallon containers. As we cannot anticipate all conditions under which this information and our products, or the products of other manufacturers in combination with our products, may be used, we accept no responsibility for results obtained by the application of this information or the safety and suitability of our products, either alone or in combination with other products. Users are advised to make their own tests to determine the safety and suitability of each such product or product combination for their own purposes. We sell the products without warranty or guarantee, and buyers and users-assume all responsibility and liability for loss or damage arising from the handling and use of our products, whether used alone or in combination with other products. 10/96 Spa MATERIAL SAFETY DATA SHEET FOR COATINGS, RESINS, AND RELATED MATERIALS (DATE OF PREP: November 12, 2003 1 SECTION I MANUFACTURER'S NAME: Flame Control Coatings, Inc. STREET ADDRESS: 4120 Hyde Park Blvd. , P.O. Box 786 CITY, 'STATE, AND ZIP CODE: Niagara Falls, New York 14302 EMERGENCY TELEPHONE NUMBER: - 800-535-5053 (for emergency info only) PRODUCT CLASS: Varnish MANUFACTURER'S.-CODE IDENTIFICATION: Il( No. 130 Class "B" Hi-Gloss Fire TRADE NAME: Flame Control Retardant Varnish Overcoat-'for .No. 129 SECTION II - HAZARDOUS INGREDIENTS INGREDIENT I PERCENT I ACGIH TLVI OSHA PEL I LEL I VAPOR 1 I PPM I PPM I I PRESSURE I f Mineral Spirits I 48-53 NE * j 1.1 1 2.0 1 CAS 64742-88-7 1 I I I I I Antimony Oxide 1 1-2 I NE 1 0.5 mg/m3 I NA I NA I CAS 1314-60-9 I I I as Sb I I I * (Stoddard Solvent 1 1 100 1 100) I I I SECTION III PHYSICAL DATA. . Boiling Range: 318-386F Vapor Density: Heavier` than air Evaporation Rate: Slower than ether Percent Volatile by Volume: 67 Weight Per Gallon: 7.78 lbs. V.O.C. . 4.3 lbs./gl. (515 g/L) SECTION IV FIRE AND .EXPLOSIVE HAZARD DATA DOT CATEGORY: Paint FLASH POINT: 10OF (37.8C) Closed Cup Combustible liquid UN 1263 LEL: 0.7 HMIS INDEX: H=1, F=2, R=0 EXTINGUISHING MEDIA: Foam, carbon dioxide, dry chemical - UNUSUAL FIRE AND EXPLOSION HAZARDS: This material is combustible -and may be ignited by .heat, sparks, flame and. static electricity. y No. 130, Hl-gloss - 3 - ' 4 PROTECTIVE GLOVES: Yes EYE PROTECTION: Chemical safety goggles or face shield. OTHER PROTECTIVE EQUIPMENT: All motors and switches should be explosion proof. SECTION IX SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: Material is classified as a combustible liquid. Keep away from heat and open flame. Use with adequate ventilation. Avoid contact with skin. . Do not store at temperatures above 100F. OTHER PRECAUTIONS: Avoid skin contact and -breathing of vapors and sanding dust. Use with adequate ventilation. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Section 313 Supplier Notification This product contains the following toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right-To-Know Act of 1986 and of 40 CFR 372: CAS # Chemical Name Percent by Weight 1314-60-9 Antimony Oxide 1-2 The information contained herein is based on the data available to us and is believed to be correct. However, we ,make no warranty, expressed or implied regarding the accuracy of this data or the results to be obtained from the use thereof. Flame Control Coatings, Inc. assumes no responsibility for injury from the use of the product described herein. v e C � 439 North Pearl Street 4 _ Albany,Now York 12204 --es +_ (518)432.582U { Assaci s (.r18)432-5823(Fax) m5r:,+.cit;cassacsafc�s.c�tn L' 13,200 G. G, V" inc, (Client) 668 State IZoutO I.49 1..alcc George, NY 12$41,5 (515) 70--2982 Phoni.; (51 S) 581-9241 !;<V l LUU i1;E N1 i181-1 VCsic Re: Special Inspections w1cl Structural Testing services Ibl-tile Cherry Tomato RQstaurant Aciclition Project uecnsbury,NY Pap 1 ol'2 Uuar Mr. esic: CME A5strciate;, Inc. (CME) is pleased to provide G. G, V,j- Inc. (C__,li�t�t1 wit1l. this Unit p,f, Isroposat-for Spr r ial Inspeetions-and Structural Testing Sc r vicy s ror the Cherry Tomato Restaurant Additioil Project located in Qurensbury,Nc-vir ;errk- C5, E will provide t luse sGrviG�, Tiro T our ,h`cucditc-dl Allumi[y fl ool, 1'��iUO)Fa.tot-y fh-0 U-II-d x the respoasible Charge of ivfaft;tu A. r,,Aundo, a Licensed f�rofessional Engincer, as required by dic Building CO* de of"New York State. CME, rulalionship wiith.Client is cxpected to be in conforni-,mcc witli the attached "Standard Ternits & C ondiliuns Jbr Technical Services Agreement" Mease review these wriiis to verify yener understanding of evcryono's rusponsibilitics and the general exnndifican-,� of gu ;_.F?ncreic T es#in-Technician. to peribml fiesh Concrete testing indUd'ing slump, air content, temperature, and fab ication of test specimens. 0-4 Hours ....................................................................................... $125.00/ Half-day 4-8 J:ours ........................... :::._..:,...::..:,.._::_._.:..:::..:.::.:. 208:041 Day Soils Testing Technician to perforin in-place density testIr g, C. OaT Hours ................... .................................................................. s3> .(;(J%i-!(i1T=LlF4y 4-8 HOW ............................ ..... ................... ................................ 236.GO/Tjay Speciai inspector(fir rebar and ether i4('NY iterr�s}............... $45.00/Hcaur .................... Projoet Enaineerl Mann-cr...........................................:............................... 65.001 r-Toar Professional Mat'eAnIs EnWin.cer.............................................................--, 115,001 Hour t �1:'g.E.E.-r`6[fttTfGiFfT t��14{I4lLL6l}l7{�1 if:fi�LTi i +t5 iti t�:iltsjairiati�m vftici,tls(r+:� TO)Mnierinfs'Rk-fcr-cncc iaboraory- Clib:41t}gtty�� rrx3tt:tti4tn fn--lttdcz CCU;cYE Port}an'c'r:cminr Co-tvretc; J[gt;Ly tiii4 iin{i JU11 1YJ lC4 ftON. Wiviv:iiini7.ncf "Seerviag New York and uffofufidiiig Siatot Sifice 198TT uC� sa Uva lc: arp Ume HSSOOIates HibanP J• 518+4325823 p• 2 Civ.[F Proposa� No., 06.609 M *— Par;c 2 of 2 �� -f.alaor atr ry Test6g- i;vs Aa[rIy ic;of S[�i} .. ......................... -,.......,............,.......,... a ;.OW Test It�f€�i<<ture:f;e:�sitY I��cI�rtf�;�l �ii�(l'rt�i;U )T-9t ................................................. 75.00/Test Spe6ilic Gravity of Soils.............................. ...---... 55.t1U/Test Concreic Cylinder Compression Test. G"xI2"Specimen................................. 7.90/C:ylInd€:r -ie�l cclI.tric:viis silted Expendables- �luelc�€s ..........:..:....:.:.::....:.:._......-------- .,......,.............................,....._.. qI:39,00/Day Sample Specimen Pickup S!-ervice,....I....................I...............,.,.....,....,...,,....... 21.00/s-t ur 1%11cluclo VIII eagu............................................................................................... 0.4,951E Mile •.' r .10%of Total Invoice Administrative and I�c.porclnb T'€.c. .................................................................. -Standard 'I'crms- A Lninimurn of foul' (4) fours, is dhEr,_g d fbir all €all-utts. Personncl tin-io i.,� me sUrcd i�-cirtal to portal CAME Albany , man All ,inwes d + i c� � � ' I.. 6- ng or i4l .�. .,ascll. as i aaay. iii€; rt3L[r €�i} 4[3 t�ia r7 t 11t a.uSE wl2olc: UuLEr tVr tilt, urpuses. Ov tSt-LIC tti ele 11W 4t:j ovCi a Boars p-r diiy dil-i will ne dhdrgcd -5 1.5 runes file daily rate divided by eight(8). Worlc conducted Oefweeu.the hour: o-MOO li.nn. and 6:00 a-rri_, and on Saturdays and is charged at I.5 times unit prices. Sunday and holiday work is c=sidered premium time and charged at 2 times regular mite. Testing solvi.ces ii.eed to be scheduled with CME by 4:00 onl one bi[ inGss flay prior to callout, A 50%premium i:; atM-gcf -to all,s.or-vie-�s not selle-Juied in accordance, with the above policy and for cinergeno',or e xpedited:;ervie Repot-tI; €�'f'sLrvicc, ronderti{l will be. publis ed via CME Intemn -t l ,aablud RcpfGrt Dcl`ci Yy SySL�1i, a4 elifactal by yourl company. L ldrd co]le`3 k1fd J1196 i-vi[IS Ole. i hank you -f'or requesting a cost proposal thorn CME. We will be pleased to log in your project aft-ur you establish a. creclit account with CME and on our receipt of this cXccutUd auTcE:mont aild/or your f ml",Purchase€)r&-r x-efixvnciag this Proposal Numbw; l:;ipoct-Eolly submiittecl, G G. V., its€ • (C Iii tit; ;AD 72 / l arc us A. low ido,P.E. P z t('J -- Principal Engineer bate i ;fir, 'y Aiv for Agreement 1 [.lifer Eve l,:th, T.E. V c;,VI �,5N, �.,_ '4 ESELint ranch i TaiS:igeT Prinfcd Name and Titlt Attachment: St[mdard Terns arid.Conditions for Technical Services (l pages 2--ided) Coaf>:dcntia-i Crc d]i AppliGatiori (2 pages) StclsGiba DRFRI " DNSFI TSTANAED TMS AND CONMO ORMCHNICALSeRICES AGREEMEW alERIVICE&_ IGME Ma,f,"MrsiffafftEr C-a'4w 1.1 Provide teohnical se-noises to Client-if)accordanceM ft thin T(-_,rr.)aand Condlitiormand the scope of services g;v&y in CME',-;Proposal, 1.2 Promptly submit reports of t0sts,frispections and sorviccs performed indicating,whore applicable.Compliance with the Project spccificationq Dr other construction documsntS. Such reports shall be comploten and factual, cifing the-tests per- wmew, rfie-e-f6d6 6FP016yred, iiijlL,&s 65(5iii6d, 56d 06r[-, of the siiruc(ure of the Project area involved. CME shall considef reverts to be confidentisi and the properrty of, uad disfellialff repciM tiflely to th6i';&p-_J-Fs6J1_§, or agencies specifically dosionated in writing lay the Glient- CA4E Eihipll consider all clo^-urnorts V P pr red ar funrlishud by GNIF-,Fur sea'tv lire IZ) this Ac 3roemerti.are instruments of service and CME shop retain an ownership and property intere-,A thereon. _ 1,3 Retain pertinent records relating To services perforn-ted for a period of throo yoars following submission of The report, during which period the records,will bo made available to the Client at all reasonable times- CME will retain pertinont records aftGi Moe years Gfflyat the iw,-Mfari re q-ue'8i of the Client and for a fee_ 2,D CLIMMS RES-FlOrA lea I I-5, C!0—it or. C.1. R WV t�zflvd 1p;ilffff 2A Prx�vii:le GM9 with all pianzi;-Weeffic-ations,Millermia,ctizange orders; approvaC shop drmvings and other infun-nafia.-i for the proper performance of services by CME�. Client will issue authorization in wri"i7giving CAME free-acCe�gE:,1D ffle PrOjeGA site,and to all shops oryarc(s where materials are prepared or stored,herein called the Project area, 2_2_ besi-briate in writing those persons or firm to act as tho Clients Representatives with respect to CMEs services to be P&Kdfffitad trfiddV Chi;Agh befi[and id he prompily notified by CME when if appears that rnzdeTials tested or inspected are in 8-6 persons or - I - -'. in - — receive i'F6" afion and ffala, n-_=.mpI,c-.7I = kch Persons fz in 1,13"fe carnplotc mlhanTy Z irtift&Mut ifi�-, n Tm inter pm7t ond deli no th6 Clients polides atTd dFLc�sfena with re5p--,-,P-to the Projec"110 takO=oni to prov.m.f irrevw,�Vlu ent.-Y of those materials in noncompliance unfit the issue at clijestion can be resolvvdi and to order;at Lum GlienV*expenise.- such technical services as may be requested of CUE. 23 Advise CMF_sufficiently in advance of any operations so as to allow 16r;=-ignme.nt of pe=nnel by CME for corripletiop of tme- (,�iqtf6a id ffemue§ uiwbss offid stated in this A!grriomeritl Client assumes sofa responsibility for iiaterniining whether the quantity and nature of the survicas ordum-34 by Client ar-e zildlisquatv-;and�.a-moksrit f6e Micas PffFPo_-q_613_. tte rjej.- *a 11 2A Direa the projlect contrac4or, either 6y Vie CorisLmrufion r-rontract or direct wri n order tc4-)mecum c=4 lver. wE, without cost to CME, preliminary representative aamplos of those mn-Wrials contractors,. proposes t:) use whiff require testing, tWether with any relevant data of the materials; b) interrupt work at the appropriate times for CME to perform contmoted services: cl Furnish such casual labor and all facirities needed by CME to obtain and handle samples at the Piidjear dfid W facjftjie nl e:Specified ins-ple'dflon and jests; and d3 Provide and=jnwin for the use of CFAE adequate space an Me Project area for=fe storzige of c-quipment and proper curingaf.ta!A specirrians which influst r6iVidi?i&.71 M,6 FiUj6dr-5fe-5 prior to,during-,and up to 60days after rabrictating or testing: 3.0 GENERAL CONDI-nONS 3-1 STANDARD OF CARE AND WARRANTY-Services performed by CME will be wriducted in a manner consistent with that level of name and skill ordinarily exertisod by members of the commercial testing laboratory profession currently practicing ofij&slrriifarconditions in the same locafty. U6 warrant(,either express or implied,is made or intended byCIAEr,propcaal. C"Vilz 1-t.not 1-95p6eigible ldfffiild ff1b6VpFiMfi6fi dr use by others of any cfafa developed. rep-ni,ted or published by GME: 3.2 INSMANCE-CME-%hall secure and maintain,throwhout the felt period of this Apareement;insumnipe required%Dy Kntuie X to protect it from claims under applicable Workers'CQrnpQnGafion Acts and such other coverage as CMrL;deerns adequate tat protect it from claims for bodily injury, death or property damage as may arise from the performance of services under this Agrecument WE will,upon request,tie certification of such insurance coverage with Client or Clienrs Representative. 3.5 L IM,�11 As OIN 0 F LLAM I L 1 T Yff-C firi E 5 r 16 C lic 6 4 f FMU a-illy agree Thai U-.e s o rf lees p mvide d pu rs uani to this Aa re a m e nt involve risks of flFbility which cannot ber nce-quatcly comperisated, flar try thic! pay-trienig C-rient MH Frild-kri dfid& ffiis Agreernont- Thereforej the total cumulatNe liability Df GMR-its agents. ;employees-and sub-c"trucicim whether in contract tort including nugliqo;iice (whether sole or concurrent),and strict liability, arising out of, connected with or resetting franc the uervisev provided pursuant to this Agreement shift not exceed the total fees paid by Client or Fifty Thousand dollars ($50,000), whichever is greater- At additional cost. Client may obtain a higher limit of liability prior to commencement of services_ The admional 6Nt i_if odiff iy6ff�zifidFl to CME fdi7 indf6iaiifig CUE6 firnif or rtabirsiy. The addftlonal cost is not an insurance co-st, r me i'VE'u,conziclarartion,to Glien!for this of U.-bility is specially Milecte'd In C,-,iE*S f669 dffd&ifR�Aje&6 nf as such f=; are less than CNIE woLdd 4e paid W services, under an agreement%idthout a firnivalin.1 --fiflability. UJIMt is CM-F- tiorted that this is 21 limited fi,)b-ilityA9ruerfw_nt limiting the liability of CME-,Iherefi?re,Client i-3advised to c-arefully review Client' s dsks of liability related to the contract and address such risks through Client's insumnco or other means. 9-4 . PAYM- Iffid-Cl[fent will pay CME for services and expert es in accordance with the attached PropaGol_ CME's invoice will 5d PFC,1365156d -at, the d6mpietion of its work andlor rnonihly Arid Mirl be paid Within thirty (30) clays of receipt by Client or Client's Rppre�-Gnlative, If writtert inquiry or pnil-uYni is t-W1,RhWTV6d Withiri thifty(3u)ddys of invoice Uaw,1(fic invoice is deemed to be eorrFet and a firnance charge of one and une_=haalf(1.51 percmit por imo;nth will-11:;app"J'ad ta Lthm bolancia. CME shall be paid in full for all services under this Agreemsnk indilding any overwriFy of C-EoniCa vontmct or any unforeseen need for CMFs services exceeding original contract requirements. Payment for such services .shall be made irrespective or any claim by Client for compensation for additional work conducted. Any such claim shall in no respect dr-'Jay p5yrfibfif of fay s f6r-s&Ades performed by CMG, Client shaff play aff expenses incurred by CME for liening or collecting any delinqven't arponint,includinq - Ma U,, withotrt Urn; Uori,arkamej awl Ifirivig fees and 000F166S. M61withsfandiroj the Dfspufe Rosolu- tion process givGn harp[n.04E shall rest lee bound to arbin,tion for faffure of Client to comply withttTesa payrnan't provisid-h"S. CMZ does not waive its rights to a mechanies lien or to Mo a suit at law to collect amounts due; Client agree-athat GINAE's right to payment shall not be conditioned upon payment by a third party. page 1 of 2 0090s; yr4 1J ua lc: a rp Ume HssOCiateS Hlia+3t1`.9 _ 51€1 325823 p. 4 SSTAN BARD TERMS ARID CONDITIONS FOR TECI t NICAL SERV C P:a F_Eitf[r-a 3.5 FIELD MONITORING-Client agre"m t€r-rt CMF- will not assnrr,t-� respon!ibiiit�, for the contractors zmiar Jf4i, Ai6thads. ,45- nfques, soquencec or prncedurer:of construction,and it is understood that the services provided by Ct e jl:iil not rellej the crmtroctor al;-18;r �ibnsibifrues for performing the work in accordance with the Project piano and specifientions, Fc-�r the purposes of INS i figmement me word "iifspe.Vufi"is owes`is mean pr:tiodic ob,ervatlon of the worts and the conduct of tests by CME to perform cor:tractod servinE*aj1 specified in CIVE'S 1✓roacs C nFiriuous fgSpecfion by CME or its subcootractors does not mean that CM is approvinJ the construction Qr the tnattallation -and pfa:p. rgnt cf iii;j5eCii6n is not and shaufd rat be construed Yo be a wanznty to the Client or any other party. 3.5 CJtiF iM ells aiitndri ed to supervi e, zttar, relax, enlarge or relapse any requirement of the Project plans and s9ostfiea- tion, or oft r r cons-truc`jiorr doCUMMIM i Or lei approve or accept any portion of the work, unless specifj=ily aufsiommd in writing by Client- CME sh;�klt not heve the right Df rejecti4iiii tit a i6 Fighif to neap tfie wank_ 3.7 CAME, by the performance of services covered hereuride, does not in o ny us&y 0eldd or a6rog any of tF;ose rJutie,, rospdns€bilitie? or 8uthorities with regard io the Proiett which by iru4torn ter contract,am:en-jed Irr LfTe Projedi GiYgtgrtt Fetifa;.ssionals,Code 1.nforcernent Officials and Mate or Federal OffrCials. :8 SAeFJ::'.'�� enr riGv cuff Ci d of fc zi d by M reri7Zin the property of tho Client while in the custody of CME. MAE will dNooso of all samples 1mrMidiately after lost CMU will reff,i i hazardous,acutely toxic,or radioactive sarnpfes dnd samples containers;ind residues to Client Glientagr 5ts$^coot Wit;ar^1 T7E71E a r�F v SD�1f�(L�Dntr7,nrPr r. 3-3 SAFETY With respect to the performance of the services.:MAC-sti ll;`e ca safety pteuW S r6Wfi Cd- hy'f6dcl n"i, stale and bear law--, rules, regulations, wtatutea or ordinances. Should Gliont, or third parties, bu cffr!diao?s^g actiViti-M, an tftig I✓rufe t arks,trni b dadii ahafl have respa7nS fbifity for their own safety and compliance with applicable safety rcaauimmen`-&; 3_10 CE}rl"rp—ftcT AC:CUPWIEWS-Thiw Agreement shall mean th€s di cumcant as wel;a-,CMPt z;Propor-.l:end exhibits, each of wtiiah is in,~orporated late the other. Gf-AZ s prcpu:.af a�d vita v-icW6s sin y(60)day.after proposal date unless sp?cffred elsewhere in the propo5;11. 3_'!'i i3CSE➢EJTE f:�.ESC]l!tJ'F!©A€�If a distaste artsCS Out of or rotaf to ttr€s.A�ie^3Tri.:t?t or:�;ijr;.acti,ttie p�iY��TiiF et'rcidavcr to sage fe dispvie tir,,t through direct discussions. It tho dispute Cannot be settled through direct disetiusiert~, the p. lee chaff—wdeavor tff setuL-th axis ffea by mcdiaiion under the Constructian industry M<dfation Rules of the American Arbitration Aatoofation. The location of the mediation shall tya Me frisson of the Project. or)ce a party files a regtaest for mediotion with the other party and with the Amerio-an Arb-itrLttcn As$t;claadon,the paa`'6 agrEd fd dammcrice such mediation within thirty(30) +days of the filing cif the raquet�t--. Either party may terminate the me-diati ri at any time after tfw-,i t��tur ,Fiir �r6 decision (6 fermin to must be delivered in person to the other party and fha mediator, Sngaglnq in rrre}dlation le--n condition p e:edn it to ariy 6kti a'iQren 6f binding dispute resoiulion. Unless otherwise agreed, CmE shall oontinuca sezrvisaa and Client sh;A sn�r►vflue tc shake payme"m during digputd C6!elution. The cost of inediation shall lie.shared equally by tt.- participating parties._ i.12 ,df OMONAL OR INCONSiSTENT TE`RM;-Yesrrns and conditions ions sot fo,th tt€ aWi s6diririeeiE provided by tfrc Client wi,1'Gfi dittos°from.conflict wftYr or arE not included in this Agr,eernent,shall net be-e me ei part of a:+y=g Btirr; r ;ems Gel i^tviE Ct v,v Client-unf€--s such te#lns and r.,7r)gitiarrs are spgcif Cady accepted b}/CME in w€tinq_ a.tv- AC CEFT�,XE IJ ri-WOIi i SIGNATU91 -For purposi es of convenience. Client may choose to accept this Agreement orally and to erafly outhorize.WE to in maE eVenf, Client SpeC'rFcally agrees that as a material elernerit of the consideration OME requires to t= ttte the s?rrvloes indicated hg;aiii,Ur f ecdeptancp or aLriftorizatian to inwata services shall be considered by both parties to constitute format acceptance of all Tip. is and GcrtCi<ias€s ur V,8;Aid.f6erfrerit. Uri-naferai 6j6diRcagt7n of tftfs Agreement subMquent to CNIFE s initiation of service;,it,e xpransly prehibtted: Eurrhofmore.sit proprintLId te=5' wi d eat°Stii6ns(5h Client's purchase order or ext-NoWed purchase order acknowledgment form are inaop€icabt-a t® ti-ti_. Agreernent.and CA7eY irwok,17 tent iri tfiG P�uj0dt 3.14 LAW TO APPLY-The vafirtity; and p 6Y this Agreement.sh;Eift be govem-d by irrd construed in accordancp vAth the laws'of xho 5tntc Of NGW YOdf- .3.'I,5 S£,F'cRAF3ft.i7Y. NO MWER AND SURVIVAL-In the event that any orte or Mora of the prWW'"Ont, vurrtanied in this Rgiit arnenf shaff for any reason bo, held invalid, illegal or unenforceable In any respect:;:the rer€±ainfng te?rr;=will be 4T fuit offecl and this Agiii cr<i ,7Y iritll be cons=f eft as if iho invalid or urteriftimeable rriattery wore new--f included, ids waivwof ari;-1 indemnitiesdG{A krtl;wilt be 7' aivt?r of any fuwr€defajjit_UfriltRz6fts aT fi�ISiiity aindemnitiesMh.oli survive terminat[on of this Agra:emen, for any causn. 3.16 DISCLAIMER 6F CONSEQUEZMdL_DAMAGE-S-in no event st;alf CNIE V. Cl i;fit LiLF EWE-io f.Fie offierfOr any special, indimct,incidental or corrsequortbaf loss or damaoes,indudin_q laa--et prgf€t5 and fass of fm;e- 3.s 7 TEPI�i"INA a i Fb ON it d61gVFN1ENGIw-Upon written notice, Client or CME may tcrminate tiles pe fid-5 mc-a of*n fu:t, serviGeS fnclttds d I,n iiSi fii re c?tsienz if the terminating pr ifiy determines tenrunution is in they taarminatin. Pr3rty'4 intersst_ Upon di3pf.etch or m)re'rpi of Lhe tc ninntion,np#;Va. CeStc$hied Slop work on aii services included in this Aoreetnent and deliver any instruments of sorV,ce complotc at that *dare to lJk-- , rand Glient:Mall adjr CIME for ull servfcras performed up to the dispatch or roecipt of termination notice plus ressonahle termination P-peaces and fees. Ligon TrVrnniriatTejrj far Convenivncf. Cf�� and Client sht-jtf have no furiflBr rights or rernedies other than those included hereirte 3-_'rS C,PT€Oe`:fS AND HEAW 6-9-The Captions and headintu's throughout tfie:e terms are for convriniene*and reference; only, and they ;yard; contoifed TharTNif, small in no way he f-,eld or deemed to define limit, dtwCribe, modify, or add to the intC;tpret2kirarr,cor9ctr�ti4ji't,or metrninoe of any j7�r;"Jr�ia�ili of U€`scope or'rnfc.ni o�this Agreerrt�?r•it. 3'l3 ENTIRE AGRl;WENT-This Agreement repress nts.M-c entf :a ; i.tdfiv;zip and agreement beNvccn the parties hereto relating to the ,etvices and supersedes any and all prior negodatierm: diSrussionLs and-agns"rgtn&LIs rr:�fid#'r+er v:ritten or orat, 5,iUN6&7 the parjies rerlarding same_ page 2 of'-,pages ALL INFORMATION MUST BE FILLED IN-PRINT CLEARLY Section I Project Information Project Name Permit# — k�e (e Address v ate Ow ner/Agent Telephone Checked By Documentaf n utho Tolep one Date O LIPZC rot OepullmCnI USC Only Section 2 General Information Building Floor Area sq ft. t /aye i Window-Wall Ratio(WWR) (Gross Fenestration Area ftz erior-Wall Aretz)x 100=Design WWR r Project Description: ? New Construction Addition ? Alteration ? Unconditioned Shell Check Envelope Requirements Items / Notes -Component R-values and U-factors are labeled as certified •Vapor retarders installed �'4,;I' •All joints and penetrations are caulked,gasketed,w eatherstripped, f` or otherwise sealed •Loading docks have proper w eather seals. •Windows,doors,and skylights certified as meeting leakage requirements •Major entries and exits have enclosed vestibule •Recessed lighting fixtures are IC rated or properly sealed Climate-Specific Requirements _Proposed Minimum Description R-Value R-Value Wall Type 1Z142 Q2 [�(/f� •/v �C• ''7� Wall Type 2 LtJ ic�-U �` �L• /� Wall Type 3Roof Type 1 s' •(i�r Roof Type 2 "6 4CSIV�O�lt 000, Floor Type 1 Floor Type 2 Ir Slab Proposed Maximum D�es ript' nr U-Factor U-Factor Window 1 s .0 _ • Window 2 �5/y Window 3 Door 1 . xis/ Door2 Proposed Maximum `\��tOttl101tliBttptt��R! Exterior Shading �\SHGC SHGC 1\`�\� ®F NEw V/. Window 1 Y I N PF' n `�� Q` .°'��•JO' i Window 2 Y/NIP Fy+ •;@,. °qq� �q �'\ '• i Window 3 Y/N PF 1 0 a 'PF=Projection Factor �,� j,.,w,,,�� E Skylights less than 5%of the Total Roof Areal %of Roof d , Skylight type: _curb,glass —curb,plastic -__no curb v3^� 8• Proposed Required Proposed Required �;: � � �a'tj••-•° SHGC SHGC U all -U all + ' Skylight 1 I ROtPESS rj,"\e Skylight 2 Section 4 Compliance Statement The proposed envelope design represented in these documents is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2002 Energy Conservation Construction Code Ow low er Repre ntativ -Name Isignature Date 2002 ECCC Of NYS,Section 111 14 rev.04/14/02 VU ia Box/tii- (;Doper 01 Mahoney 334 Street,Suite 198 Glens Falls,Neww York 12801 518-793-7788 notify-plus 518-566-9147 Fax:518-793-0602 Fax:518-793-0602 Inc. RAYMOND F.MAHONEY,PRESIDENT •Expert Installation •24 Hour Quality Service •Fire •CCTV •24 Hours Local Central Monitoring •Security •Access Control •All Types of Maintenance Monitoring TTHE CHERRY TOMATO 668 STATE ROUTE 149 QUEENSBURY, NY 12801 PROPOSAL INSTALLATION OF THE FOLLOWING FIRE ALARM DEVICES IN THE NEW ADDITION WITH CONNECTION TO THE EXISTING SYSTEM: 1-1900 HEAT DETECTOR LOCATED IN THE KITCHEN 1-SMOKE DETECTOR LOCATED IN DINING AREA 1-ADA APPROVED HORN/STROBE UNIT LOCATED IN DINING AREA 1 ADA APPROVED STROBE UNIT LOCATED IN KITCHEN PURCHASED & INSTALLED AT $585.00 *OPTION: INSTALLATION OF ONE EMERGENCY CALL PHONE PURCHASED & INSTALLED AT $785.00 ADDITIONAL MONTHLY MONITORING FEE $10.00 25% DOWN PAYMENT IS REQUIRED UP ACCEPTANCE OF THIS PROPOSAL. BALANCE WILL BE INVOICED UPON COMPLETION. CUSTOMER WILL PROVIDE DEDICATED OUTLET FOR ALARM SYSTEM OWNER IS RESPONSIBLE FOR NOTIFICATION OF PLENUM CEILING APPLICATIONS/THIS PRICE QUOTATION DOES NOT INCLUDE SALES TAXES IF APPLICABLE THIS QUOTATION IS SUBJECT TO THE FOLLOWING CONDITIONS A. The provisions of this proposal shall be construed in accordance C. This proposal shall be valid if acceptance is made within 30 days. with the laws of our state,and shall not be changed,altered,or D. Leased equipment and materials necessary to provide the Fire and/or abridged by any verbal agreement,unless such changes or Security Alarm system proposed herein remains the property of alterations are agreed upon by us in writing.Such agreements Mahoney-Notify-Plus,Inc. subject to additional charges. E. All radio transmitter units quoted herein will remain the property B. All agreements made contingent upon strikes,fires,accidents,or of Mahoney-Notify-Plus,Inc. causes beyond our control. By By TITLE TITLE Date: Date: —o J, R � , Richard Joi es 206 Moore Rd. RESIDENTIAL PLANS Germantown, NY 12526 STRUCTURAL DESIGN (518)537-3118; fax:(518)537-3119 SEPTIC SYSTEMS&SITE DESIGN professional engineering services TO:MR.DAVID HATIN, BUILDING INSPECTOR,TOWN OF QUEENSBURY 2/2/05 ADDENDUM TO ENGINEERING REPORT,CHERRY TOMATO ADDITION SEISMIC COMPLIANCE FOR 600 SF WOOD FRAME ADDITION THE ADDITION OF THE 600 SF ADDITION IS EXEMPT FROM SECTIONS 1613 THRU 1622 PER 1614.1; EXCEPTION 2. THE BUILDING DESIGN SIGNIFICANTLY EXCEEDS THE REQUIREMENTS OF SECTION 2308 AND AS SUCH IS NOT REQUIRED TO BE ANALYZED AS SPECIFIED IN SECTION 1616.1 . PREPARED BY `�4*I.�IIEf fFff� RIC JO PE °••��t` ej�i� i, ul s w h _ s large lateral deformations under design seismic load. An WIND-RESTRAINT SEISMIC SYSTEM. The collec- isolator unit may be used either as part of or in addition to tion of structural elements that provides restraint of the the weight-supporting system of the building. seismic-isolated structure for wind loads. The wind- LOAD restraint system may be either an integral part of isolator Gravity Load (W).The total dead load and applicable units or a separate device. portions of other loads as defined in Sections 1613 SECTION 1614 through 1622. EARTHQUAKE LOADS—GENERAL MAXIMUM CONSIDERED EARTHQUAKE. The most severe earthquake effects considered by this code. 1614.1 Scope. Every structure, and portion thereof, shall as a minimum,be designed and constructed to resist the NONBUILDING STRUCTURE.A structure,other than a effects of earthquake motions and assigned a Seismic building,constructed of a type included in Section 1622. Design Category as set forth in Section 1616.3.Structures OCCUPANCY IMPORTANCE FACTOR. A factor determined to be in Seismic Design Category A need only assigned to each structure according to its Seismic Use comply with Section 1616.4. Group as prescribed in Table 1604.5. Exceptions: SEISMIC DESIGN CATEGORY. A classification 1.Detached one-and two-family dwellings as appli- assigned to a structure based on its Seismic Use Group and the severity of the design earthquake ground motion at the cable in Section 101.2 in Seismic Design Catego- site. ties A,B and._C-are exeynpt from-T4quirements of Sections 1613 through 16'2.� SEISMIC-FORCE-RESISTING SYSTEM.The part of the structural system that has been considered in the design 2.The seismic-force-resisting system of wood frame _ to provide the required resistance to the seismic forces e- buildings that conform to the provisions of Sec- scribed herein. tion 2308 are not required to be analyzed as speci- fied in Section 1616.1. SEISMIC FORCES:. The assumed forces pr cribed herein, related to the response of the structure to - 3.Agricultural storage structures intended only f quake motions,to be used in the design of the structure and incidental human occu an from its components. requirements of ections 1613 through 1623. SEISMIC RESPONSE COEFFICIENT.Coefficient,CS, 4.Structures located where mapped short period as determined from Section 1617.4.1. spectral response acceleration, SS, determined in SEISMIC USE GROUP. A classification assigned to a accordance with Section 1615.1 is less than or building based on its use as defined in Section 1616.2. equal to 0.15g and where the mapped spectral response acceleration at 1-second period, SI, SHEAR WALL.A wall designed"to resist lateral forces determined in accordance with Section 1615.1,is parallel to the plane of the wall. less than or equal to 0.04g shall be categorized as SHEAR WALL-FRAME INTERACTIVE SYSTEM.A Seismic Design Category A and need only comply structural system that uses combinations of shear walls and with Section 1616.4. frames designed to resist lateral forces in proportion to 5.Structures located where the short period design their rigidities,considering interaction between shear walls and frames on all levels. ": spectral response acceleration,SDS,determined in SITE CLASS.A classification assigned to a site based on accordance with Section 1615.1 is less than or equal to 0.167g and the design spectral response the types of soils present and their engineering properties acceleration at 1-second period, SDI, determined as defined in Section 1615.1.5. in accordance with Section 1615.1,is less than or SITE COEFFICIENTS. The values of FQ and F,, indi- equal to 0.067g shall be categorized as Seismic cated in Tables 1615.1.2-1 and 1615.1.2-2,respectively. Design Category A and need only comply with STORY DRIFT RATIO. The story drift divided by the - Section 1616A. story height. 1614.1.1 Additions to existing buildings. An addition TORSIONAL FORCE DISTRIBUTION. The distribu- that is structurally independent from an existing struc- tion of horizontal seismic forces through a rigid diaphragm ture shall be designed and constructed as required for a when the center of mass of the structure at the level under new structure in accordance with the seismic require- consideration does not coincide with the center of rigidity ments for new structures. An addition that is not struc- (sometimes referred to as a diaphragm rotation). turally independent from an existing structure shall be TOUGHNESS.The ability of a material to absorb energy designed and constructed such that the entire structure without losing significant strength. conforms to the seismic force resistance requirements BUILDING CODE OF NEW YORK STATE 315 Richard Jones 206 Moore Rd. RESIDENTIAL PLANS Germantown, NY 12526 STRUCTURAL DESIGN (518)537-3118; fax:(518)537-3119 SEPTIC SYSTEMS a SITE DESIGN professional engineering services TO:DAVE HATTEN,BUILDING INSPECTOR,T/QUEENSBURY RE:ENGINEERING ANALYSIS: CHERRY TOMATO RESTAURANT EXPANSION 12/1/05 THIS REPORT PROVIDES ENGINEERING ANALYSIS DATA PER YOUR REQUEST. 1)PROJECT: EXPAND EXISTING 2,700 SF RESTAURANT TO ADD A) 240 SF KITCHEN AREA B) 266 SF DINING AREA 2) DESIGN LOADS: SEE SHEET"D-2" 3) SOIL BEARING: 10"X 20" RE-INFORCED FOOTING(LOADED WALL ON EAST SIDE) ROOF LOAD: 500 PLF(snow)+100 PLF(dead) TOTAL ROOF =600 PLF 1ST FLOOR LOAD: �350 PLF(live)+100 PLF(dead) TOT.FLOOR=450 PLF TOTAL FOOTING LOAD 1,050 PLF FOOTING 20"WIDE/12"=1.66 SF/FT; FOOTING SOIL LOAD = 632 #/SF DESIGN SPECIFICATION: 1,500 #/SF ON 6"COMPACTED STONE/GRAVEL 10#/square inch exceeds design load by 137% 4) RAFTERS 2 X 12 @ 16" o.c. SPAN 1T; LOAD:snow 70 x 1.33=93 #/ft dead 14 x 1.33=18.6 #/ft see data analysis sheet;design adequate by 58% 5) ROOF GIRDER 2 x (13/4"x 16"LVL) SPAN 14'6"-max"LOAD: snow 500 PLF dead 100 PLF see data analysis sheet; design adequate by 138d9% 6).FLOOR JOISTS 2 x 12 @ 16" o.c. SPAN 14' LOAD live 50 x 1.33=67 PLF dead 14 x 1.33=18.6 PLF see analysis sheet;design adequate by 76% 7) WIND LOADING 90 MPH roof uplift: 460#per rafter Simpson H 2.5 huricane anchors, rated for 415# roof deadweight load' per rafter 130# total 545# meets design load, adequate by 36% shear loading: 90 mph wind-yields 15 PSF lateral loading above 4'elev. East&West lateral wind loading supported by existing structure,2,700 sf. North&South lateral wind loading = 66 SF x 15 PSF= 990#@ 6'=5,940 FT#LOAD SHEATHING 1/2"PLYWOOD (8'X IT); > 1,200#x 4FT= 4,800 FT# "X"STEEL BRACE; SIMPSON WB126, 5,000#FT TOTAL SHEAR BRACING=> 9.800 #FT meets design load,adequate by > 64 % PREPARED BY RIC JONES,PEC.6 :4' r, G ka Roof Rafterf 97 Uniform Building Code(91 NDS)1 Ver: 5.01 b By: RICHARD JONES, PE , JONES ENGINEERING on: 11-30-2005: 1:06:58 PM Project: chtomato-Location: T/Queensbury Summary: 1.5 IN x 11.25 IN x 15.0 FT(14+ 1)(Actual 15.5 FT) (a- 16 O.C./Select Structural-Douglas Fir-Larch (North)-Di Section Adequate By: 58.0% Controlling Factor:Area/Depth Required 8.82 In Interior Span Deflections: Dead Load: DLD-Interior= 0.06 IN Live Load: LLD-Interior- 0.25 IN = U683 Total Load: TLD-Interior= 0.31 IN = U561 Eave Deflections(Positive Deflections used for design): Dead Load: DLD-Eave= 0.00 IN Live Load: LLD-Eave= 0.00 IN =2U19859 Total Load: TLD-Eave= 0.00 IN =2U2473862 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 490 PLF 653 LB Upper Dead Load: 108 PLF 144 LB Upper Total Load: 598 PLF 797 LB Lower Live Load: 563 PLF 750 LB Lower Dead Load: 124 PLF 166 LB Lower Total Load: 687 PLF 916 LB Upper Equiv.Tributary Width: UTWeq= 7.0 FT Lower Equiv. Tributary Width: LTWeq= 8.04 FT Rafter Data: Interior Span: L= 14.0 FT Eave Span: L-Eave= 1.0 FT Rafter Spacing: Spacing= 16 IN O.C. Rafter Pitch: RP= 3 : 12 Roof sheathing applied to top of joists-Top of rafters fully braced. Live Load Deflect. Criteria: U 240 Total Load Deflect..Criteria: U 180 Rafter Loads: Roof Live Load: LL= 70 PSF Roof Dead Load: DL= 15 PSF Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: L-adi= 14.4 FT Eave Span: L-Eave-adi= 1.0 FT Rafter Live Load: wL-adi= 88 PLF Rafter Dead Load: wD-adi= 19 PLF Rafter Total Load: wT-adj= 107 PLF Properties For: Select Structural-Douglas Fir-Larch (North) Bending Stress: Fb= 1300 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1719 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Cr-1.15 FV: Fv'= 109 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 2787 FT-LB 7.215 Ft from Left Support of Span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Maximum Shear: V= 778 LB At Right Support of Span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus: `\��r+"111bp►rr�®�R�`� Sreq= 19.45 IN3 �\\` Of NEW ®� S= 31.64 IN3 Area: ��`�P'�� •• •� �� Areq= 10.68 IN2 •'••P••`/®/ •. A= 16.03 IN2 Moment of Inertia: Ireq= 62.51 IN4 1= 177.68 IN4 a. a e; "RO'T,Sc� i Roof Beam(97 Uniform Buildinq Code(91 NDS))Ver: 5.01b By: RICHARD JONES, PE , JONES ENGINEERING on: 11-30-2005 : 1:15:54 PM Project: chtomato- Location:T/Queensbury Summary: (2) 1.75 IN x 16.0 IN x 14.0 FT /1.8E G-P Lam-Georgia Pacific Section Adequate By: 138.9% Controllinq Factor: Section Modulus/Depth Required 10.48 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD= 0.20 IN= U853 Total Load: TLD= 0.25 IN = U679 Reactions(Each End): Live Load: LL-Rxn= 3430 LB Dead Load: DL-Rxn= 880 LB Total Load: TL-Rxn= 4310 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.76 IN Beam Data: Span: L= 14.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 3 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loadinq: Roof Live Load-Side One: LL1= 0 PSF Roof Dead Load-Side One: DL1= 0 PSF Tributary Width-Side One: TW1= 0.0 FT Roof Live Load-Side Two: LL2= 70 PSF Roof Dead Load-Side Two: DL2= 15 PSF Tributary Width-Side Two: TW2= 7.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weiqht: BSW= 18 PLF Slope Adjusted Beam Loadinq: Beam Uniform Live Load: wL= 490 PLF Beam Uniform Dead Load Adjusted for Rafter Pitch: wD_adi= 126 PLF Total Uniform Load: wT= 616 PLF Properties For: 1.8E G-P Lam-Georgia Pacific Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 700 PSI Adjusted Properties Fb' (Tension): Fb'= 2896 PSI Adjustment Factors: Cd=1.15 Cf=0.97 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 15085 FT-LB 7.0 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 4310 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Sreq= 62.6 IN3 S= 149.3 IN3 Area: Areq= 19.8 IN2 A= 56.0 IN2 Moment of Inertia: Ireq= 336.1 IN4 ``4ti"uurruer��yee 1= 1194.6 IN4 � •��' buy o m LP i� � •• � �:.gym >e1e®rroaraaa�a��®a Floor Joistf 97 Uniform Building Code(91 NDS)I Ver: 5.01 b By: RICHARD JONES, PE , JONES ENGINEERING on: 11-30-2005 : 1:09:53 PM Proiect: chtomato-Location: T/Queensbury Summary: 1.5 IN x 11.25 IN x 14.0 FT (a)_ 16 O.C./Select Structural-Douglas Fir-Larch (North)-Dry Use Section Adequate By: 76.2% Controlling Factor:Area/Depth Required 8.85 In Center Span Deflections: Dead Load: DLD-Center= 0.05 IN Live Load: LLD-Center- 0.17 IN = U986 Total Load: TLD-Center- 0.22 IN = U758 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 467 LB Dead Load: DL-Rxn-A= 140 LB Total Load: TL-Rxn-A= 607 LB Bearing Length Required (Beam only, Support capacity not checked): BL-A= 0.65 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 467 LB Dead Load: DL-Rxn-B= 140 LB Total Load: TL-Rxn-B= 607 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 0.65 IN Joist Data: Center Span Length: L2= 14.0 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Floor Loading: Live Load: LL-2= 50 PSF Dead Load: DL-2= 15 PSF Total Load: TL-2= 65 PSF Total Load Adjusted for Joist Spacing: wT-2= 87 PLF Properties For: Select Structural-Douglas Fir-Larch (North) Bending Stress: Fb= 1300 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc-perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1495 PSI Adjustment Factors: Cd=1.00 Cf=1.00 Cr-1.15 Fv': Fv'= 95 PSI Adiustment Factors: Cd=1.00 Design'Requirements: Controlling Moment: M= 2123 FT-LB 7.0 Ft from Left Support of Span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Maximum Shear: V= 607 LB At Right Support of Span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus: Sreq= 17.04 IN3 S= 31.64 IN3 Area: Areq= 9.58 IN2 A= 16.88 IN2 Moment of Inertia: Ireq= 86.64 IN4 1= 177.98 IN4 l�ll.�lllf fifffli`�r off.W E�' A. ti r S,a m Ira 0 O S51o��`®v ��"�'",,,7,,ra4aaaaoeaaea:�a� I `! 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Iry Ll mftkEmc'E 09LY- GGV INCORPORATED I� 38=5 1,3�y DSA THE CHERRY TOMATO"AN AMER]CAN G R I LL �'.q 26 o O41Nea,nf 1F F esA.'Jon i R f- GGa Ft 145 (Q6hy-f:o) LL Grnzae S114/I,�D6 ASavv ' - Richard es P.E. 1 o ' 206 Moota Rd. on O�nn"ntown•NY • .K7 14'1 s .(see>en-aus ^'F"I P.. FLu R.R�1-�7ciai'1[ic;'�.ERoras�a'ltaortlDnl P�, 1 1��f3 1 r`a,� ®�pd9C9Bd�GbGntld9B�,® � BUILDING ILE y REVIEWED C` _ _ - •�• R $_ DATE— - o Coy`c FA-9 (TYP° , C►�� w� ��,A OFE a d ` L-- .. - � U �5 5 FILL '— L _ � A 6—4 LO I C) TbF 8 7 .7ryP N W 0 I I cz I o a Idyl I t5i! 'i-1 ur vj4u,5? - -row - I,1,3•, I , I m RG m L z CD m fa Q 1.(01 41 ta�t�7 J 3 "� tA41 C� � koj -4,It,, � rn V' ti 5 dos w 4L t,> ..- ' DESIGNED BY: TeF -• 2=7 Richard A. Jones P.E. 206 Moore Rd.Germantown,NY (518)537-3118 C Ilk, .. DESIGNED BY: �j ! Richard A. Jones P.E. 206 Moore Rd.Germantown,NY S. 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