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2007-687 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: P20070687 Date Issued: Tuesday, July 29, 2008 This is to certify that work requested to be done as shown by Permit Number P20070687 has been completed. Location: 603 QUEENSBURY Ave Tax Map Number: 523400-297-008-0001-010-000-0000 Owner: IDA OF WARREN & WASHINGTON COUNTIES Applicant: IDA OF WARREN & WASHINGTON COUNTIES This structure may be occupied as a: Commercial Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the r jW property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Cod nfo ment Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070687 Application Number. A20070687 Tax Map No: 523400-297-008-0001-010-000-0000 Permission is hereby granted to: IDA OF WARREN&WASHINGTON COUNTIES For property located at: 603 QUEENSBURY Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: IDA OF WARREN &WASHINGTO Commercial Alteration $3,000,000.00 5 WARREN St GLENS FALLS, NY 12801-0000 Total value $3,000,000.00 Contractor or Builders Name/ Address Electrical Inspection Agency Plans &Specifications 2007-687 21,672 sq ft commercial alteration $2,600.64 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,November 26, 2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) j R Dated at the Vw o te.,,e 'ur ; ,a�November 26, 2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement a r a a r a_r a_a a r a r a a r.r_x a f ..ry:r a r x w x a♦_x w r w x w__; 7/0., USE rar t , TAX MAP NO. �/ ' NO. FEES: PERMIT RECREATION ENGINEERING (If applicable) _a ____ ------- --------x_xa-----__-----___- wx' 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: AngioDynamics Inc. OWNER: Same ADDRESS: 603 Queensbury Ave. ADDRESS: PHONE NOS. 518-798-1215 PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: Randy Bodkin PHONE:798-1215 LOCATION OF PROPERTY: 603 Queensbury Ave. Queensbury NY SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR Z g d C1 w U- U) PROJECT p Q O O U w I_:w �— W OJ L~i.. OLLLL. W Q o-(DU WJ U- C7 z C3 F- (J H LLI Z Z Q Q :-U) N U) O LL F-ILL d M o2S SINGLE FAMILY 0.0 TWO-FAMILY 0.0 MULTI-FAMILY(NO. ) 0.0 TOWNHOUSE 0.0 BUSINESS OFFICE 0.0 RETAIL- MERCANTILE 0.0 FACTORY OR 0 1 OW6. _ INDUSTRIAL V 10 ,836.0 21,672.0 ATTACHED GARAGE(1,2,3) 0.0 OTHER 0.0 Q Town of Queensbxtr V • Community Development Office - 742 Bay Road, Queertsbuq, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: AngioDynamics Inc. ESTIMATED CONSTRUCTION COST: $3,000,000 FUEL TYPE: Natural Gas HEAT TYPE? *HOW MANY FIREPLACE(S) AND/OR WOODSTOVES(S): ZONING CATEGORY: LI LI ARE THERE WETLANDS ON THIS SITE? Yes IS THIS A HISTORIC SITE? No PROPOSED USE OF BUILDING OR ADDITION:Manufacturinq ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? No ARE THERE EASEMENTS ON PROPERTY? Yes CUTIp':Ete a sepKate Aophctafion for 'Fuel B.Frr,ing Appliances&Chimneys"available in o,u office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand thatl/w a are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8266 OR EMAIL regarding Building Permits, construction codes or septic codesAmeensbury.net Systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www•gueensbury.net required permits, the permit process, application requirements or to schedule an appointment) -----------------------------------------__, _.-------.________________________________ This application / proposed action described ", Permission is hereby granted to the above herein is found to be in accordance with the Applicant to er alter the building described ; zoning Laws of the Town of Queensbury. ; ; herein in with said Application: I + , , , 7 ; ZONING APPROVAL DATE ; B D1NG &COD APPROVAL DAT Town of Queensbtixy • Co► ..m.unity Development Office • 742 Bay Road, Queenslni y, NY 12804 (Z:tFIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Horne of Natural Beauty ... A Good Place to Live " PLAN REVIEW Angio Dynamics Bldg 3 11/7/2007 I have reviewed the submitted drawings for the above project, and offer the following: 1) Provide complete elevator details including car construction. 2) Provide complete sprinkler layout 3) Provide alarm sequencing plan from fire alarm contractor, to verify fan shutdown, elevator recall and central station monitoring 4) Fire extinguisher locations to be determined 5) FM to review elevator pit and chase requirements for sprinkler and / or fire protection Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fire Marshal 's Office Phone: 518-761-8206 Fax: 518-745-4437 firetnarshal fteensburl/net • urunv.queenshuri/.net Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection re e' Queensbury Building&Code Enforcement Arrive: m �-Depart: m 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT# LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), l '/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 a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond 1Both 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 Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 0-141 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: ArLoifPERMIT#: PI LOCATION: �� DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na a QG�� ► Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails ContinuousA 2 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. 4(` Ce,41*) / As-built Septic System Layout Required or On File �� r Buildin Number or Tenant Address on Buildingor Driveway 2/e' ►'Y'c�" 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 LABuilding&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Ire MaMd's O(Hce Request Rec'd Permit No, / Town of Queensbury 742 Bay Road &1� n$ o� Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-M Business Name: lAl µ ar o 0!( K 4 w c s Fax: (518)745-4437 Location: Am E T of kupecNan N/A Yes no EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Si -normal Si --battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: HungFiMuAngwyal ! ecfion of exfinSher FIRE ALARM SYSTEM Fat Shutdown JUN Fire kler System Fire Suppression-kitchen Fire Suppression-Gas Islan �.� Generator T U Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers ; Clearance to Electflcal Electdc Wifing Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.S! na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Erneraency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issu the C cote of ccuponcy) Q. Denied /call for Recheck Inspected By: LAFireMarshaANew Foider\permltto occupytorm.doc Commercial Final Inspection Re ort Office No.: (518) 761-8256 Date Inspection req t r ive . Queensbury Building&Code Enforcement Arrive: J Cq'D a Depart: = ') am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: �c> f C PERMIT#: LOCATIO %/-C— DATE: O MOENTS: 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 'M Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. F�LOQ_ 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 MaximumHAO'�C Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion , �M Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s . fl. '/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors U Ceiling Fire Stopping,3,000 s . ft.Wood Frame Attic Access 30"x 30"(h),Crawl Space Access 18"x 24" _ Smoke Vents r Fa i e - �QEc�� 7\t� Elevator O do d Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets �J Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical 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 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall JG` 627 Maple Avenue . Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: Town of Queensbury— Building Department From: Ethan Hall Date: 4 June 2008 Re: AngioDynamics— Building 3 Renovations At the above referenced project I have periodically been on site during construction to review the work as the project progressed. All work appears to be in conformance with the construction documents and revisions made and approved during construction have been completed and all work is acceptable to this office. If there are any questions please contact our office. 9W a, Regards, ',wr Ethan r � t Cc: Rob Holbrook—V& H Construction YAAngioDynamics-Bldg 3\Paperwork\Special Inspection Report 4 June 2008.doc 0 100) e:5r/0 Foundation Inspection Report Office No.(518)761-8256 Date Ins do q t re v d: Queensbury Building&Code Enforcement Arrive: Depart: _ 742 Bay Rd.,Queensbury,NY 12804 Inspector's i NAME: Ak%,oI G�a r C PE T#: LOCATION: r INSPECT ON: c��= =C`��. TYPE OF STRUCTURE. Comments Y N N/A Footings Piers Reinforcement in P ace 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 FormsVoundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM Inspection for Permit to cupy Me Marshal's Ofte Request Rec'd Permit No. Town of Queensbury 742 Bay Road /d Queensbury,NY 12804 Scheduled Inspection Date: "+y`T/ te: Phone: (518)761-8206 Business Name: r-tt> Fax: (518) 745-4437 Locafion: T of kwpogmm Y*s No EXITS: Exit Access Fait Enclosure COMMEWS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width - ✓ l EXIT SIGNAGE S'P'�C S' Si -normal M-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun c Inspection of extinguisher L FIRE ALARM SYSTEM Fan Shutdown Fire axinkler System Fire Suppression-kitchen L G,03 e Fire Syppression-Gas islon Afw y Generator Hood Installation Elevator Interior Finishes Storm e Compressed Gas Clearance to Spriniders Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Irnooct Protection Knox Box F.D.Si e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency EvacuaNfln Plan a 10.PP oved (if no other approvals apply,the B&C Office wiA issue the Certificate of Occupancy) Q. Denied /call for Recheck Inspected Sr. L:\FIreMarshal\New Foider\permitto occupyform.doc Rough Plumbing / Insulation In pection Report Office No. (518) 761-8256 Date Inspect r Queensbury Building & Code Enforcement Arrive:1 n l art: `r ai�� 742 Bay Road, Queensbury, NY 12804 Inspector's Inch NAME: Ahq i ED PER T #: _ © 7 LOCATION: 0' - INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbin /Nail Plates Plumbin t/Vents in Place z inch minimum Drain Size �ozs� Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test D Vent 5 P.S.I r 10 ft. above highest connection for 15 minutes sure est W Supply Piping otrV'2 Md Pgr 5 minutes Ins on/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspectig6Repo Office No. (518)761-8256 Date Ins . n i Queensbury Building &Code Enforcement Arrive: rt: am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: v� i 0 t c PERMIT t ` LOCATION: v INSPECT ON: — TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing' Attic A s 220 x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. VA,,.v-etiAr,)ec,�S 7 Headroom 6 ft. 8 in. R�� - p,L��6 ouw Stairwells 36 in. or more Exterior Deck Bracing F icy_ Q {� kizsv 5T' IaE_ Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLD\Building&CodesUnspedion FornaTraming Firestopp ft Inspection Repatdoc Revised January 7,2008 /0 -/Z- rriJ4� - Foundation Inspection Report Office No.(518)761-8256 Date Inspection r st re ' Queensbury Building&Code Enforcement Arrive: t" epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: 'CS P T#: / — LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Iq Y N N/A Footings , Piers Monolithic Slab o Reinforcement in Place The contractor is responsible for vJ F��7 Lj !J. L�1=.� providing protection from freezing for 48 hours following the placementL 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 Fortes\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In tion re ues Queensbury Building&Code Enforcement Arrive: Depart: =t� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inih NAME: RMIT#: LOCATION: INSPECT ON: —Z TYPE OF STRUC 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. "A 777 r '� Materials for this purpose on site. /Wallpour Me ntin Placels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In ction r t iv l 7 6 7 Queensbury Building&Code Enforcement Arrive: Depart: 4c 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial : ` NAME: b r C- PE T#: 0 ( r LOCATION: S CT ON: 7 TYPE OF STRUCTURE: Comments Y N N/A 4Fogs Piers Monolithic Slab ef,einforcem PIa The contractor is res onsible for providin on from freezing r hours following the placement of the concrete. W Materials for this se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 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 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspe tion request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspecto s Initials: r NAME: Aflqi'C? /C PERMIT#: LOCATIO : DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location X r Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I '/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 Signagej Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped 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 reg. 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 able Surface 20'wide Okay To Issue Temp. ok Permanent C/ Okay To Issue C/C LABuilding&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc /C,) 0 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: Time: Phone: (518)761-8206 Business Name: A ric, ,C5 Fax: (518)745-4437 Location: 4 T of Ins ecHon N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge x AISLES Main Aisle Width Secondary Alsie Width EXIT SIGNAGE Sign-normal Sign-batter EVAC signs in rooms C TRUSS ID SIGNAGE �V-Y.,4^(eq vc� EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher b�S o S�Ci c rS FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas isian Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Si Emergency Evacuation Plan X A pproved (if no other approvals apply,the B&C Office will is Cer ficate of Occupancy) u Denied / call for Recheck Inspected By: L:\FireMarshal\New Folder\permitto occupyform.doc Aj, 'cv- ) . r /' 'S rl 1*aj---V - befk t" Foundation Inspection Report Office No.(518)761-8256 Date Inspecti !RNUT st e Queensbury Building&Code Enforcement Arrive: o ep 742 Bay Rd.,Queensbury,NY 12804 Inspector NAME: ' #: LOCATION: L Lt.46 le INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings �� ,J F,C-�� „• �1 N� Piers on is Slab ��y Reinforcement ! lace ctor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain.Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 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 FIRE CONTROL SYSTEMS INC. 104 REYNOLDS RD.,FORT EDWARD, NY 12828 P(518)747-2567 FAX 747-2518 www firecontrolsystemsinc.com email: info arfcsSS.com 6/4/2008 Mr. Michael Palmer Fire Marshall Town of Queensbury 742 Bay Rd. Quecnsbury,NY 12804 Re: Angio Dynamics Bldg. 3 Renovation 603 Queensbury Ave Dear Michael: The fire sprinkler system alterations for the above building have been completed and the system is on and operational. To the best of my knowledge,the system conforms to the NFPA 13 Standard. Tf You require anything further please give me a call. Sincerely, Richard L. Boucher See-Treasurer Cc: bandy Bodkin i' I Pioneer Elevator Inspection Services Checklist for Inspection of Hydraulic Elevators General Notes: (a)See ASME A17.2 2001 for detalecl inspection iftmeMon on each item number. (b)M=rnesis regiemeMs: NG=hm rnmiber iD idmffv cwwwIt on bads of#*chKi disk NA=not avoticable. ❑ Routine Inspection and Test Address: Anglo Dynamics 603 Queensbury Ave ❑ Periodic Inspection and Test Queensbury NY 12804 0 Acceptance Inspection and Test Code Edition: ASME A17.1 -2000 ID No: #2 Elevatot Ser#5-1915 Inspected By: Andr Da J . 0 Passenger Rated Load: 5000 lbs Signatur . Date: June 2, 2008 ❑ Freight Class Speed: 80 up 105 do QEI No: 1-742 Certifying Or nization: L.T.I. OK NG NA OK NG NA 1 ELEVATOR-INSIDE OF CAR 2.30 Hydraulic Power Unit 0 ❑ ❑ 1.1 Door Reopening Device 0 ❑ ❑ 2.31 Relief Valves 0 ❑ ❑ 1.2 Stop Switches 0 ❑ ❑ 2.32 Control Valve 0 ❑ ❑ 1.3 Operating Control Devices 0 ❑ ❑ 2.33 Tanks 0 ❑ ❑ 1.4 Sills and Car Floor 0 ❑ ❑ 2.34 Flexible Hydraulic Hose and Fitting Assemblies❑ ❑ 0 1.5 Car Lighting and Receptacles 0 ❑ ❑ 1.6 Car Emergency Signal 0 ❑ ❑ 2.35 Supply Line and Shutoff Valve 0 ❑ ❑ 1.7 Car Door or Gate 0 ❑ ❑ 2.36 Hydraulic Cylinders 0 ❑ ❑ 1.8 Door Closing Force 0 ❑ ❑ 2.37 Pressure Switch 0 ❑ ❑ 1.9 Power Closing of Doors or Gates 0 ❑ ❑ 2.38 Roped Water Hydraulic Elevators ❑ ❑ 8 1.1 Power Opening of Doors or Gates 0 ❑ ❑ 3 ELEVATOR-TOP OF CAR 1.11 Car Vision Panels and Glass Car Doors ❑ ❑ 0 3.1 Top-of-Car Stop Switch 0 ❑ ❑ 1.12 Car Enclosure 0 ❑ ❑ 3.2 Car Top Light and Outlet 0 ❑ ❑ 1.13 Emergency Exit 0 ❑ ❑ 3.3 Top-of-Car Operating Device 0 ❑ ❑ 1.14 Ventilation 0 ❑ ❑ 3.4 Top-of-Car Clearance and Refuge Space 0 ❑ ❑ 1.15 Signs and Operating Device Symbols 0 ❑ ❑ 3.5 Normal Terminal Stopping Device 0 ❑ ❑ 1.16 Rated Load, Platform Area,and Data Plate 0 ❑ ❑ 3.6 Final and Emergency Terminal Stopping 0 ❑ ❑ 1.17 Standby Power Operation 0 ❑ ❑ Devices 1.18 Restricted Opening of Car or Hoistway Doors 0 ❑ ❑ 3.7 Car Leveling and Anticreep Devices 0 ❑ ❑ 3.8 Top Emergency Exit 0 ❑ ❑ 1.19 Car Ride 0 ❑ ❑ 3.9 Floor and Emergency Identification Numbering 0 ❑ ❑ 2 ELEVATOR-MACHINE ROOM 3.10 Hoistway Construction 0 ❑ ❑ 2.1 Access to Machine Space 0 ❑ ❑ 2.2 Headroom 0 ❑ ❑ 3.11 Hoistway Smoke Control 0 ❑ ❑ 2.3 Lighting and Receptacles 0 ❑ ❑ 3.12 Pipes,Wiring,and Ducts 0 ❑ ❑ 2.4 Machine Space 0 ❑ ❑ 3.13 Windows, Projections,Recesses,and 0 ❑ ❑ 2.5 Housekeeping 0 ❑ ❑ Setbacks 2.6 Ventilation 0 ❑ ❑ 3.14 Hoistway Clearances 0 ❑ ❑ 2.7 Fire Extinguisher 0 ❑ ❑ 3.15 Multiple Hoistways ❑ ❑ 0 2.8 Pipes,Wiring,and Ducts 0 ❑ ❑ 3.16 Traveling Cables and Junction Boxes 0 ❑ ❑ 2.9 Guarding of Exposed Auxiliary Equipment 0 ❑ ❑ 3.17 Door and Gate Equipment 0 ❑ ❑ 2.10 Numbering of Elevators,Machines,and 0 ❑ ❑ 3.18 Car Frame and Stiles 0 ❑ ❑ Disconnect Switches 3.19 Guide Rails, Fastenings,and Equipment 0 ❑ ❑ 2.11 Disconnecting Means and Control 0 ❑ ❑ 3.20 Governor Rope ❑ ❑ 0 2.12 Controller Wiring,Fuses,Grounding,etc. 0 ❑ ❑ Continued on next page 2.13 Governor,Overspeed Switch,and Seal ❑ ❑ 0 2.14 Code Data Plate 0 ❑ ❑ Pagel Pioneer Elevator Inspection Services Checklist for Inspection of Hydraulic Elevators OK NG NA OK NG NA 3.21 Governor Releasing Carrier ❑ ❑ 0 5 ELEVATOR-PIT 3.22 Wire Rope Fastening and Hitch Plate ❑ ❑ 0 5.1 Pit Access,Lighting,Stop Switch,and 0 ❑ ❑ 3.23 Suspension Rope ❑ ❑ 0 Condition 3.30 Speed Test ❑ ❑ 0 5.2 Bottom Clearance, Runby,and Minimum 0 ❑ ❑ 3.31 Slack Rope Device-Roped-Hydraulic ❑ ❑ 0 Refuge Space Elevators installed under A17.1 b-1989 and 5.4 Normal Terminal Stopping Devices 0 ❑ ❑ later Editions 5.5 Traveling Cables 0 ❑ ❑ 3.32 Traveling Sheave-Roped-Hydraulic Elevators❑ ❑ 0 5.6 Govemor-Rope Tension Device 0 ❑ ❑ installed under A17.1b-1989 and later 5.7 Car Frame and Platform 0 ❑ ❑ Editions 5.8 Car Safeties and Guiding Members-Including 0 ❑ ❑ 3.33 Counterweight ❑ ❑ 0 Roped-Hydraulic Elevators installed under A17.1b-1989 and later Editions 4 ELEVATOR-OUTSIDE HOISTWAY 5.11 Plunger and Cylinder 0 ❑ ❑ 4.1 Car Platform Guard 0 ❑ ❑ 5.12 Car Buffer 0 ❑ ❑ 4.2 Hoistway Doors 0 ❑ ❑ 5.13 Guiding Members 0 ❑ ❑ 4.3 Vision Panels 0 ❑ ❑ 5.14 Supply Piping 0 ❑ ❑ 4.4 Hoistway Door Locking Device 0 ❑ ❑ 4.5 Access to Hoistway 0 ❑ ❑ 6 ELEVATOR-FIREFIGHTERS'SERVICE 4.6 Power Closing of Hoistway Doors ❑ ❑ 0 6.1 ❑ A17.1b-1973 through A17.1b-1980 ❑ ❑ ❑ 4.7 Sequence Operation ❑ ❑ 0 6.2 ❑ A17.1 -1981 through A17.1b-1983 ❑ ❑ ❑ 4.8 Hoistway Enclosure ❑ ❑ 0 6.3 ❑ A17.1 - 1984 through A17.1 a-1988 ❑ ❑ ❑ 4.9 Elevator Parking Device ❑ ❑ 0 and A17.3 4.10 Emergency Doors Blind Hoistways ❑ ❑ 0 ❑ A17.1b 1989 through A17.1d -2000 0 ❑ ❑ 4.12 Standby Power Selection Switch ❑ ❑ 0 Ito cnedatt.AO=7,mar be aMaiwd ram rr ASME Diaer DqL,22 Law D*e,Bw 23M FaiW NJ OMM-MMo Comments: Performed Full load acceptance test(OK) Page 2 TOWN OF QUEENSBURY 742 Bay Road,Qcreensbmy,NY.12804-5902 FIRE MARSEEAL'S OFFICE (518)761-8205 (518)-7614Uff Elevator No.,C-P aR �b Serial No.. Located At :��-(4`i� __� N410tGS- Queensluuy NY Home of Natural Beauty...A Good Place to live SMUED 1763 Tyet A �E �:n 50 POUNDS Maximum Speed U °5 FT./MIN Tl»unithas been inspected per /ANMAi71 Sew 100LI on thefoLWwingDates By: > evator Inspector QW# By: Elevator Inspector QEI A— hopected 20 Bye Evator Inspector QBI 20 By: _ Elevator Inspector QEI ` Inspected-20— Bye - Sievator Inspector QEI 20 By: Bievator Inspector QEI This card shall be posted Sin a suitable glass or transparent fazed frame provided for the purpose by the owner Agent or Lessee {�aeeansb lire . pETYlEN PIT FLR, t CAR BOLSTER ON CC PER REACTION tT'W AT EACH DUFIEf _ EST,WORKING PRESS PSI CAN 131 /0"D 1 1 S•R-OI ►01 .. r FRAME �.�N 7GIR10i{S- i A.?11 TO GOI M LOWI E FOLNG C ItI MUST BE /vA t n 5 15 STANTEtJ.AMC AWE NONT I IF N[LWEp 1 ln, ate• 1 A PLUME.MIOPERT VENTILATED M!S1YAr M to 1. ACKOUATE SUPPORT FOR JAN.UNIX RAIL BI REACTIONS SRIDWN 1. 1. SIWAY D SO.t�wL 146 ALL ST CUTV4 AMCINITKOIC A%0 A PIT CiamrS YO'9WIfm 07NENENM OUTLETS u PER CAR•ACCORGM TO CMEL NOTE:WAr RE ` I. fEDICAKII 90 VOL 115 ALP.SEINE,ALONG I ITN ToovoKs or EAW REOIKD CONFAMLER 05 LC CAR Licht no ALARM CIRCWT'11I711 cra.Pi. •~..CONTROL*KAI aEORRED ND1E r STAIWCV POWER a StRLED to ELE VA •- t71o1/CONTROL SERVICE MUST RE STA IL PRYER fEEOERS[COPPER WNES,TYPE ON ALL CONIROLI-ER SMALL OE St1E0 FOR. y+PS sTPNTtMG CuRiMT.urt«A qru A� �0#05 RATED CURRENT WIT«:A MAY,A Xm--cm dACU1T'lM4LO VIECT SUS/CH-SMALL I (! .ALP NMVW DELAY Fy3E W • /�j//� M TIEfRML(ypAi1 B7EA11E1�OR AW O$,801DO.7I9 VELAY RII'- RASED ON IF BATTERY OPEN.LOWERING IS PAOVDEO,A I L( INSTALLED ON IN(DISC SW.FOR EA.CAN.TH COWIGURED AS SPST AT IN,aDVAC Uwll. THE .PAL ORA;xET AXNIMG SR/RKE ` YREM TIE AN P. 15 T CT SK EH Po511l 1O T PROVM7EA AN ALAI.CONTACT SMALL!E}NSTAI OAK CONTR US ACtOR% T FORWARD POWER REC 7-4-CLEAR HOISTWAV 1. AN ENCLOSED RACHN AREA 1 ACCOIONG TO 17-8- r-+• 00 VEMIILATM t 00011.14.1.MR IRA•► I A••7-BET EN GUMS NOTE:MAT PROVIpE AIEMATE DOOR SUE TO dl LEAVE WALL OUT UNTIL EOUIPPENT I I In* {• {• I. ENi11AKE KL WITH LINTELS MUST E PROV {••0' PLATFORM SET OR LEAVE A RaICJI 0414 UNDER M S'-B•INL CLEAR NKIDE CKNI c.FILL BI AROIRO FNARES AFTER 1.6 PDCEET5 0 WIZ:R YAII I PER rixTU1E DI NOTE.MUST LOCAT£0 AS ONECTED BT£U 10. SMOKE SENSORS 1 AS WOUNED 1. 1. 4NMXT AND UI RING#00114 MOSIWAT TO ELEV: i SECURITY,LIFE,SAFETT.OR FRE IEOUNEFEw t. AS TOIt 04 iR� ELEVATORAISIM OR W ,Q W Jam(IVPJ rN� N � K i CAR STATROH• SM`,L +j} I� F d n w ► � %[ OVIER BUF►ER v W i F a i Yg s S F CAN RIDING LANTE . Y%•[< b T � Y i � j M � RN' '� r T o = A`. ` ` o HALL FIXTUFRES T'W(?1T PEAA IRIY1 a J M CAR STATION 4 n DATE I SUN.I REr15Rl>rI • ; OESIOHED PER ASHE A17.1 100 SEE NOTE A I _ y` FOR: A ttr rAf..!! OF RAN[ A,DRESS: •"� TY• +•-0-CLEAR OPENIND T•!• CITY. . s.D•AOUD/I OPl!NNMO r-H• ARCHITECT! • CENERAL.CON TRACTOR' HOISt1•(AY PLAN ELEVATON.COyTRACTOR: TINS 17RAWINO AND ALL INapa«ATION 7«cPc • PROPCRTY OF D04E0 ELEVATOR 3YSTEMS,1 aw1•RCO ai•0 F3"OTT o RK ulco M CG 11-v - DOTRII1c NT1W.TO T«c P1TlMEST'Or'oovc% RAIL FORCES Mole A.OIL PIPE LINES AND r.TTIMGS SHALL BE PROPEALV SUPPORTED iQREL1EIIE STRAW : ( ELEVA. `i._. Molt V.ALL AEACT'^M:NRCI.tA7E ALLOWAACE rpa i1FAV. ', •• . 1 ► 1 FI• S77 LLTS, NOTE C:ROVER first"DR SVSTENS� INC.TD RE NOTIFIED 10 AN"CWINCE To ELEVATOR DOPER.ELEYJLTOR'�'iN'jYI HOISIWAV OR MACHRNE NORM DESXX O/IRNAN- OAT[ sAARNCH ... ..JW R'AARIeR i_ P : F:•710 L&S. maTIE 0:ELEVATOR DESIGN AM)rAMMCA710N SMSEO ON£SiIMATEO CIA W£1GMt 3RIOURN 1.•.TOIRT A9F:IOVAL uW,SE CONSTRLICO AS rNAL CAB.1IEIGMI,U%LE55 OTIE RASE NO701E1L �„ . f i 1 a tray SLaLe L i evaLor L•o •tbi tl4 ib P. IUATE. PLEASE CHECK LOCAL -- REOUIRENENTZ. TOP OUIOE'RAIL!RACKET TO lfE bOWSTAL�EO'AS Rem'ASPYW iF.:tZNi /101STY11Y AS NEOIr.'.7CD - FYgyMEp fI IN DYEIME:.u. ASHE A11.1 WAX MCIA SUPP^RT TD SE PROMO:.-IT . .. G9w. AAL CONTNACTV0. _ 1r� MAfil tK tdg f ot uaO cc E r ,j 7 7 / NJ z� u$ei ' 111 FIN. R.R. F NISNEO FLOOR FLOOR-FLOOR TRAYEL r NAKINUN UNSUPPORTED RAIL SSPACONO - r-61 OR 12'-10- &dTH _I T TRAVEL S•-O- SACKING TO P D.T. PLATE. 90TTON O.T. TOTAL TRAYEI am ,i FL IF , EEACE�l03 • 1i: GMLAMME IIML�aRACKETT MUST AN NmBE •NOvow/aMT. b e a 1 N (. 2 PIT j.~ w.ST Mc. •'-0 ASY.FN/ FLO . It SiE NOTE I OR PIT STOP!Y.h OOVER • _. 1•-f•ASV.Pso FLt10A i Z J \ = 1 Q.41SHED FLOOR IgfMT RAIL SNACKETS Ar rAr SELOY EACH ►was"tO FIXOR LEVEL. ' 1Lo OIL Ow 14T LIOMT Alp CUTLET ST C.C. t SEE NOTE 4 WJJC Lai L� SECTION VIEW NOT T8 SCALE ` RAIL FORCES F / TF, PROTECTION SYSTEM NEW YORK FIRE &SECURITY INSPECTION REPORT 4 Glens Falls Technical Park Glens Falls,NY 1280 l 1-3802 DATE OF.ORDER WORK ORDERED BY (518)798-9551 �`» T�,Ac T' ORDER TAKEN BY -PHONE Fax(518)792-5199 P.O.NO. - JOB NAME/NO. rE.3 < � � ,,?r1 d11 l^c JOB LOCATION 1 ( F INSTALLATION DATE LAST INSPECTION INVOICE DAT JOB PHONE INSPECTION SYSTEM INFO TION -�. r✓jy SYSTEM EOL1IPMENT ,;A LIRE INFORMATION A. ?� QQ ��' M U t,_,T A .l s-n 0 14 r6u _ `; SYSTEM INSTALLER - �� 1 _ R.O.R. - �'t,L� I°• C ` 6i( ' Fixed Heat SYSTEM APPLICATION - Photoelectric .. f•�!'r IJ/f,J�: t �f IV a ,��} TYPE OF SYSTEM -,,a Ion - ,f -/!z I ?� .�.e. �'e Aj Ii ev- /00/U Duct MAINTENANCE: ✓ MAINTENANCE PROGRAM BY - '. Flame - _ CALL LIST UP TO DATE J Manual _ es No- - ,:Z r 0::. Cross Zone - REMARKS ASingle Zone Contacts Motions Photobeams , ., Water.Flow. CONTROL PANEL . AGENT TANK COMMUNICATIONS DEVICES Lowar A.C.Voltage Weight A.C.Voltage Sprinkler Tamper D.C.with Load. La>Hydro D.C.Voltage AcM 1 D.C.without Load Gae D.C.without Load Air Hand. Se Door Release 1 j Dud.Dampei �"t i - NTH. stt• i r. ;. Equipment ShutdownI I - ,: A.C.Voltage wE's.Nun 1° toT c'c.7CJT�s D:C.Voltage Battery /Ur` _y !"t la r� )VC' 1'+<. t}TJ�}. f� Q.` Detection Circuit ( 1 / - .R'. Audible Circuit .t' /I'rG tr (j 1 !nr T, - p� /T[• �` ..St LJ I T 7r," Remote Activation f ., Audible Devices ? �- Q f..e- j c E /' I J'�R"c rl+ /'4 a r^ i�'�Cr�t�rt I WO/�'j 3 I Visual Devices jj L ]< Pre.Discharge 7T �'3��Y F T .%v[„ ]C r '_y�� R' tU - mac' c. ; -n ' Signs As Needed .Selector Valves - - Piping I N=Ies J Tanks - Gauges tom. INSPECTOR R Piston Activator 4 t E_S J - i Solenoid I hereby acknowledge the satisfactorycompletion - &KYSTEM FUNCTIONAL Fof the above described work. - Manual Release Time Delay - ElSYSTEM NON-FUNCTIONAL Remote Station Trance ❑ DISCREPANCIES Digital Dialer / NOTED ABOVE ;p Voice Dialer - Phone Line Signature(Title) Date 4' a DRAFT COPY (12/02/02) CHECKLIST NYS BUILDING CODE (BC) Building: AN6A1(VP(NwjC40 5L,06(• S NYS FIRE CODE (FC) V45MD'hk--T, NYS PLUMBING CODE (PC) Location: NYS MECHANICAL CODE (MC) QU ISBUR-`f Aar, NYS FUEL GAS CODE (FGC) Date: 2)1:-40-7 NYS ENERGY CODE (ECC) Reviewer. 4 �- Publication Date: May 2002 COMMERCIAL & MULTIPLE DWELLING OCCUPANCIES No, Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 235 3 Separated or Non-Separated BC-302.3 18 Occupancies" 4 Occupancy BC-302 17 5 5 Type of Construction BC-Table 601 81 6 No. of Sleeping Units;Level BC-202 14 & No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown NA = Not Applicable CNN = Credit Not Needed Note: ' Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas ..��^^_....,e n 11 GAP Maximum Tabular Area BC-Table 03 72 500 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 2 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31O�l11J 11. Frontage & Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 12. Height & Area Summary Ht!Area Ht/Area Tabular Area BC-Table 503 72 e,IC--&o Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 751c Total Allowable Area Max Aggregate Area BC-503.3 73 31 ,o4- (Allowable Area/Flr. x No. of i Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150' rule) 14. Exterior Walls Distance Separation' BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings BC-Table 1405.2 257 (�t" Exterior Wall Finishes BC-Table 1406.2 261 tNl� Combustible Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOT CS; %�� JAM Page 2 of 10 o , No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Sr"oke Barriers BC-709 i 96 r Orzning Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space Min. Rm. Dimensions BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 —7' (p" C FILe Ivi 17. Ventilation (Nat. or Mech.) BC-1202.1 249 �,y� uOe- 18. Light (Nat. or Mech.) BC-1204.1 250 pY,- 19. Exits One Exit Permitted BC Table1005.2.2 224 C7�r Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (talc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Tablel004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20, Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 O Width BC-1003.3.3.1 213 W~ , ea room BC-1003.3.3.2 213 p� e BC-1003.3.3.E 215 �15T" Handrails BC-1003.3.3.11 215 JAI\l Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow Loading---Ground BC Fig 1608.2 296 Snow Loading---Roof (calc.) ASCE 7-98 O Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 'M11r11lo Floor Loading BC Table 1607.1 291 , Balcony Loading BC-Table 1607.1 291 ' Wind Loading (calc.) BC-1609 297 Roof Walls Windows s c Seismic Loading (caic.) BC-1614 315 j Foundation Depth BC-1805.2 398 -- 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun'RwMs BC Appendix 1 693 �- 25 E3ectrical Exit Lights or Signs BC-1003.2.10 203I Emergency Lights BC-1003.2.11.2 204 'Emergency Power BC-2702 611 �t'( YY General Lighting-Exits-Stairs BC-1003.2.11 204 k �- 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 ��-r, Entrance BC-1105.1 239 of Sleeping Rooms BC-Table-1107.6.1.1 241 of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 , 1 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage HC Req'mts Appendix E 681 Rotes: fs JAIM Y� 10 � sll, i No. Topic Code Page Required Actual Section No. or Allowed 27. Fire Protection Equipment Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 ��.n� Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems & SD FC-907.2 66 �� v Fire Alarm Boxes FC-907.4.1 72 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 e� Smoke Control FC-909 75 Smoke Vents FC-910 82 �l Fire Pumps FC-913 85 I (J 28 Plumbing Code Fixture Count PC-Table 403.1 21 Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 ar, No. Topic Code Page Required Actual Section No. or Allowed 29 Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 d Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 �J Kitchen Make-Up Air MC-508 39 1 � Chimney Termination MC-Table 511.2 41 Ai, Plenums MC-602 47 Fire & Smoke Dampers MC-607.5.1 52 pw Combustion Air MC-701 55 Confined Spaces—Def. MC-202 5 3 Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 31 Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 t�,X1,6.r High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 r �- Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 60 ' ? COMcheck Computer Software Compliance Report Required ' Notes: JA�;1 Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage Increase: I; = 100(F/P-0.25)W = Answer in % 30 Note: 1, = 75% when 4 sides accessible & water available Allowable Area: Aa = Atabie + (Arable x lI ; + x 1,1 = Answer in Square Feet (BC—Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit) x (Egress Width per Occupant) _ (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69) & (Eq. 7-2)(pg-70) (ASCE = American Society of Civil Engineers) Pf = 0.7CeC,lP9 = Flat Roof Snow Load Where: Pf = Flat Roof Snow Load (Calculated Above, Answer in # per SF) Ce = Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Cr = Thermal Factor (BC Table 1608.3.2)(Pg. 297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) P�; = Ground Snow Load (BC Fig. 1608.2)(Pg. 296) PS = CSP,= Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS = Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-93) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 FREQUENTLY USED DEFINITIONS 1. BASEMENT: That portion of a building that is partly or completely below grade plane. A basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1.More than 6 feet above the grade plane or 2. More than 6 feet above the finished ground-level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. 2. DRAFT STOPPING: A material, device or construction installed to restrict the movement of air within open spaces of concealed areas of building components such as crawl spaces, floor/ceiling assemblies, of/ceiling assemblies and attics. (In combustible buildings, /gypsum board or 318 plywood is an acceptable material). 3. FIRE AREA: The aggregate floor area enclosed and bounded by fire walls, fire barriers, exterior walls or fire resistance-rated horizontal assemblies of a building. 4. FIRE BARRIER: A fire-resistance-rated vertical or horizontal assembly of materials designed to restrict the spread of fire in which openings are protected. (Used for enclosure of exits, separated occupancies, incidental use areas and to separate a single occupancy into fire areas. Fire barriers typically go to the deck above). 5. FIRE BLOCKING: In combustible construction, fire blocking shall be installed to cut off concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space. (Nominal 2"material required to be installed in stud spaces exceeding 10'in height, between concealed vertical and horizontal spaces, annular spaces around flues and concealed sleeper spaces). 6. FIRE PARTITION: A vertical assembly of materials designed to restrict the spread of fire in which openings are protected. (Typical fire rating of 1 hr. used between dwelling units and corridor walls). 7. FIRE WALL: A fire-resistance-rated wall having protected openings, which restricts the spread of fire and extends continuously from the foundation to or thorough the roof, with sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of wall. (May be constructed of wood in a type 5 building. Minimum fire resistance rating is 2 hrs. Installation of a firewall creates separate buildings. Party wall is of similar construction, but is without openings (Section 503.2)). 8. GRADE PLANE: A reference plane representing the average of finished ground level ad;oinina the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or, where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. JAM Page 8 of 10 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade p:ene, except that a basement shall be considered as a siory above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Transmittal To: David Hatin—Town of Queensbury— Building Department From: Ethan Hall Date: 6 November, 2007 Re: Angio Dynamics, Inc. — Building 3 Renovations Enclosed please find two (2) copies of revised floor plans and detail drawings for the above referenced project. These are in response to review of building permit drawings and are for your file. The main items addressed in these revisions are as follows; • Revisions to the reflected ceiling grid to address changes required by the building owners manufacturing layout for the new production space. (A-5 &A-6) • Elevator section has been revised to address concerns regarding the continuity of the fire enclosure and to address the sump pump piping for the elevator sump. (A-7) • Stair handrail sections have been further clarified. (A-9) • HVAC calculations and schedules have been completed for the new production areas. (HVAC-3) • Compressed air piping has been modified per the owners requirements. (P-1 & P-2) • Emergency and exit lights have been added to the drawings (E-1 & E-2) If you need anything additional to these items please let me know. Cc: Randy Bodkin—Angio Dynamics, Inc. (w\attachments—hand delivered) CAACAMAngioDynamics-Bldg 3\PaperworkUransmittal 6 Nov 2007.doc ,NOV-b2-2007 02 : 14 AM CONSTRUCTION TECH. 518 399 1913 P. 01 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street, Ballston Lake,New York 12019 Phone; (518)399-1848 Fax: (518)399-1913 November 2, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 Att`n: Building Code Enforcement Officials Re: ANGIO DYNAMICS BUILDING 3 RENOVATIONS QUEENSBURY AVENUE, QUEENSBURY,NY, For V. & H. CONSTRUCTION,INC. Construction Materials Inspection and Testing Services Gentlemen, Per the request of Mr. Donald Gross,V. & H. Construction, Inc,, we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including-but not limited to: Soil backfill compaction, portland cement concrete and structural steel testing and inspection. As such, we would like a moment to introduce our organization. CONSTRI,ICTION TECHNOLOGY is the construction materials inspection division of Product Development& Technical Services, Inc. Since our 1984 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with-projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel,tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical farce is supported by state of the art test equipment,including nuclear soil/asphalt density test equipment, automatic soil moisture/density(Proctor)apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials(ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory(CCRL) of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. INOV-*02-2007 02 : 15 AM CONSTRUCTION TECH. 518 399 1913 P. 02 November 2, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: ANGIO DYNAMICS BUILDING 3 RENOVATIONS QUEENSBURY AVENUE,QUEENSBURY,NY. For V. &H. CONSTRUCTION,INC. Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers,hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels(AET-I through SET-IV) by the National Institute for Certification in the Engineering Technologies (NICET). * American Concrete Institute (ACI) Grade I Concrete Inspector. * American Concrete Institute(ACI) Certified Concrete Construction Special inspector. * Troxier Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * J&I.Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete,reinforcement,masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction,foundation design recommendations,portland cement concrete, unit masonry,mortars, grouts, bituminous concrete, structural steel and fireproofing,as well as all associated laboratory services. In general, all forms of materials testing and inspection services,.as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection,testing and laboratory requirements of ANGIO DYNAMICS,QUEENSBURY,NY. If there are any questions,or when we may be of assistance, please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T., (N10ET) Manager Technical Services Jun 05 08 02:48p georgeg 518-746-1518 p.11 c 's (IANSTRUCTION TECHNOLOGY 111 iJi lnl Street, Bafllsllm Lakc. Ncu York 12019 Vll.,n,: f?IXI 399-1,S44 F°ls: OIHI399-1913 LII NT V.&H. CONSTRUCTION; INC. REPORT NUMBER: 4 PAGE :3 POST OFFICE 80K 126 INSPECTION DATE: 01119,Z8 ORT EDWARD,NEW YORK 12826 OUR FILE NUMBER. 581.D23 IN SPEC70R&TEST SET- PETE DUNHAM #9 A[l'N MR.DONA.LD GROSS AMBIENT WEATHER: 60's:INTERIOR PROd T AN_G_IO DYNAMICS: QUEENISBURY,NY. _ _ OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PI A(.FMENT LDCATION OF LOAD# 7 SLAB ON DECK:2nd FLOOR:D.11E2 @ 4.516.E I'I l,t;F)v1ENT LOCATION OF LOAD# 8 SLAB ON DECK:2nd FLOOR:A1B.2 @ 4.5/6.5.6.20.1 @a 4.515.E PIA',FMENT LOCATION OF LOAD# 9 SLAB ON DECK. 2nd FLCOR-B.2tD.1 @ 5.57E 5.E3,EXISTING,?6 57 DELIVERED LOAD NUMBER: 7 8 9 (RUCK NUMBER I TICKET NUMBER: 203 1 35919 205 1 35921 171 1 35923 YARDAGE DELIVERED I SUBTOTAL: 11.00; 77.00 1100 1 88.00 11.0D / 99.00 IlP,11.CONC. BATCH=DJARRNED: 11.241 11.49 11.49 1 12.10 12.28 1 12.51 I'Irv1L PLACEMENT BEGAN/ENDED: 11.53! 1�.'9 12.13 1 12.56 12.55 / 1,44 G(JNCRETE AGE(HOURS) SPEC MAX: 1.50) 0.92 1.12 1,27 SI ONI"ON.ARRIVAL (INCHES) 7.25 7.50 7.00 UVA r[R ADDED ONSITE,GALLONS-. WA.I t-R ADDED AT DISCRETIDN OF: >LUN1P OF CONCRETE INTO PUMP: IF APPLICABLE. 7.25 7.50 7.00 III AG'�--MEN'-SLUMP(INCH) ',SPEC 5,00) I-I'V PAINF..D.AlR (�,:,VOL) (SPEC: 3.00) 11NII'OJEIGHT (PCF) 'SPEC ) tx)KCRETE TEMP (F7 (SPEC: 45 - 85) 6E 65 65 NUMBER OF TEST SPECIMEN CAST: 'V CYLINDER CONTROL NUMBERS 'l-SRFFA.NCIES&REMARKS. PLACEMENT SLUMPAFTER PLASTICIZER ADDITION. UNLESS NOTED ALL.TESTING IAW: ASTM: C31. C138, C143, C172, C173, C231, C470, C567, C617, C1064 rx)NCRF I'E SUPPLIER CLEMENTE LATHAM CONCRETE CCRP CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 IIESIGN STRENGTH&FORMULA', 4000 P S.I 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 0':21J0E CJ:MFNT LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT (,'I-MENI. LBS NUMBER DA7Ei DAYS & BREAK TYPE P.S.I. �^.'„TER: GAL. I C')AV,>-AGGREGATE#' LBS (:7AH.S=AGGREGATE#2 LBS. C,)ANSF AGGREGATE�'3 LBS. FINE AGGREGATE. LBS, P,IIMIXTURE t61: OZS. ADMXTURE 42: OZ& ADMIXTURE 43: OZS. AIR_NTRAININGAGENT: OZS_ R PORT f.ISTRIBUTION, I FILE 5: SUPPLIER 6: I g 1FULLYSUBMITTED, C S ON TECHNOLOGY i'O" J0SLIN, S.ET. INICET) MANAGER TECHNICAL SVCS_ Jun 05 08 02:49p georgeg 518-746-1518 p.12 �CCYNN STRUCTION TECHNOLOGY 14killi:tm Sired. k illston Lake-Nnk York 12019 I'luel�: ;jfX) 399-1848 fax:(518) 3951-1913 CLIENT: V.&H. CONSTRUCTION, INC. REPORT NUMBER. 4 :PAGE 4:4 °OST OFFICE BOX 126 INSPECTION DATE: 01J19108 FORT EDWARD,NEW YORK 12628 OUR FlE NUMBER: 581.023 INSPECTOR&TEST SET: PETE DUNHAM 49 1%17'N. MR.DONALD GROSS AMBIENT WEATHER, 60's:INTERIOR PRO_JFC_T._ANG10 DYNAMICS:QUEENSBURY, NY. OUR FILE LOCATION: BED14 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS I'IACEMEN I LOCATION OF LOAD# 10 SLAB ON DECK:2nd FLOOR:E.3,E.1(g 6.517' PI,.ACEMENT LOCATION OF LOAD 4 11 SLAB ON DECK,2nd FLOOR:E.116.5 C 5.517' '�I-ACEMENT LOCATION OF LOAD# 12 SLAB ON DECK 2nd FLOOR.B.51A @ 6.5.7' DELIVERED LOAD NUMBER: 10 11 12 TRUCK NUMBER;TICKET NUMBER: 2C81 35924 205 r 35925 205 / 35926 YARDAGE DELIVERED'SUBTOTAL: 11_00; 110.00 11.00 r 121.00 11.00 ( T32.00 TIME CONC. BATCHED/ARRIVED t061 130 1.54 r 2.20 2.22 I 2.40 1IME PLACEMENT BEGAN!ENDED: 1.461 2,08 2.22 1 3,03 3.10 1 3.30 :ON�RETEAGE(HOURS) (SPEC- MAX: 1.50) 1.03 1.15 1.13 SI UW P ON ARRIVAL (INCHES): 675 6.75 7,00 WATER ADDED ONSITE(GALLONS)'. WATER ADDED AT DISCRETION OF _;LUMP OF CONCRETE INTO PUMP IF APPLICABLE: 6.75 5.75 7.00 PI-ACEMENT SLUMP(INCH) (SPEC, 5.00) ENTRAINEC AIR %VOL) (SPEC 300 1.�0 UN11 VJEIGHT (PCF) ;SPEC. ) 152.97 CCNCRETE TEMP. (F) (SPEC: 45 - 85) :4 65 65 NUMBER CIF TEST SPECIMEN CAST: 6 1 AD CYUNDCR CONTROL NUMBERS 86,14- 86019 D?SCRE'ANCIES&REMARKS f-AC EMENT SLUMP AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTMI: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CCNCRETE SUPPLIER.: CLEMENTE LATHAW CONCRETE CORP. CONCRETE TESTCYLINDER CONPRESSNERESULTS PER: ASTM.C39 DESICN STRENGTH&FORMULA: 4000 P.S I.( 26 DAYS UNLESS OTHERVASE NOTED ALL CYLINDERS RECEIVED: 01121/06 CLMf-N-: LBS. CYLINDER TEST TESTAGE VLTIrAATELOAD UNIT :FMFN LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER GAL. COARSE AGGREGATE 41: LBS. 86014 01126!08 7 107,80-• C 381C COARSE AGGREGATE 42: LBS. 560--5 01126N8 7 104,60Z C 370C CC;nRSF AGGRFGATE 93: LBS. 36015 021-6!08 26 F INE AGGREGATE LES. 86017 02J56108 28 ADMIXTURE 11. OZS. BW1 B 02116108 28 ADMIX IURL tA2: OZS_ 8&019 SPARE ADMIXTURE 93 OZS- �"NTKAININGAGENT: OZS. HLI'CIR 1 DISTRIBUTION' 1 FI1 F. 5: SUPri IER 6: RESPECTFLILLY SUBMITTED, ZIDN TECHNOLOGY TOM JO:SLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. Jun 05 08 02:44p georgeg 518-746-1518 p.2 BAY STATE E_EVAT❑R COMPANY WALL MUST BE PLUMS AND SMOOTH. TE ST4EHGTH TO ADEQUATE HAVE ADEOU CILERAULIC ELEVATOR CONTACT DATA <NE� FOR ATTACHMENT OF ENTRANCE TYPE- AMEE 5C CLASS A CAPACITY 5000 ASSEMBLY ANGLE, SEE DETAIL SPEED 80 FP..K UP 105 F,P.M. DOWN HEAVY ENT-4 FOR ALL ATTACHMENT PDIN'.'S AND LOADS. OPERATONI SELECTIVE COLLECTIVE TAC-20 CAR ENCLOSURE- PASSENGER CAB MODEL- TKLP-1 CAR DDORS, TWC SPEED-POWER OPERATED PI❑T PLATFORM SIZE 4r I FINISH FLOOR-CARPET AR STATION MKII 1-2 -RUN/STlCP-ALARM-DCDR OPEN- ENTRANCE ASSEMBLY ANGLE DOOR CLCSE-KEYED LIGHT SW.-INDEPENDENT SERVICE BY B.S.E. (SEE NOTE 6) SV:TEL BOX BELOW SEE ENTRANCE DRAWING ENT15223 MICROLIGHT CNON-CONTACT REOPENING DEVICE) CAR POS. IND. MKD, 1-2 SILL SUPPORT DETAIL CAR LANTERN MKD HCISTWAY ENTRANCESI TVD SPEED (P3VER OPERATED) HALL STATIONS, LIGHT UP CALL BUTTONS PDVER UNIT P=L,EP-55-25 I H. V0.TS PR CY. W/SDLID STATE STARTING e5 ADVISE 3 b0 IUJa TwT s..rclT—, VENT HOISIVAY JACK MODEL 352 I'aeeT.Doxi�16 ` PER CODE IT OTHERS CI SEC) OVERTRAVEL TOP 3' BOTTOM 10' LL%GER Oil). 3.075' VALL THICKNESS .EW*' INET AREA 2155 t TLINDER QA 5-%251 IWALL THICKNESS .25D' EST.W.P. 453 PSI. CROSSHEAD 6- BOLSTER 8' I STILE 7GA. t HALL FIXTURES FLOORS VIPOCKET SIDE ATave rw o DTX HEIGHT DEPTH i HALL STATmw V/ IN A="Sl-. I-2 RCUGH 7m5 WrIRE scavicE !] DIi7 OPENING U I i I In _ p w u w GENERAL CONTRACTOR NOTES WORK NOT INCLUDED IN ELEVATOR CONTRACT S 1.A Pkwh hpytMye � CC rdrp to eadr end sizes shorn end wneN ted►d.arsb .u+,+...t.: .I n,dd y 2 1� For sieews,tc" and back ftenp for alUpr C t rsn lines os d— .`� PateNrp to hY.H!hats-tray antrances o&d elleratee Mk Polstroy bertteodes. L u N 2.Hreesnary pit D/hte and—K—,ro—ol cr Outlets.prt -- N y �q to trod•Gk• cheer of ri•wto—MSWr,seer ep � s 1 i u f � •pdp,.mtl w Ll 3.An enciM/d mchim are&ocCerdk,o to cock elth ad*q.nte eoht,heat u-h,53'F,non.we r1 a..a venttatlar. f• I n ti In s 4.127.ol`s,YO ono,aw lions.ala,n eee-dt and W We:thin bnW as Located d&&v'a M p ^Q ~no G Q� A.Eti—.Aae.,bly 11p1 cuy 1S.E, haNtrs and jr-tl'lo of sU.In piece IbY GCZ. r =W�< 7.Foe pcsser.We elevators type holzteay snts.vect --1 b ♦n<ranCe Ye Petket.rlth lYlteta. ft.' rarce rrOM•are cat,or WMaw&rOUfyr1 Ope Z-c,-kite H .._Q' NdMer then y I a fhlsMd openlno end 11-v,,slth Wtels,---d 0-61 r'y after frofes see set. SL KrCe—ey PDEkets In eorrldor arils for YaLI fYtr per Q F W table above.0—te as drtetad by elevator contrattorx 2 o a A Le ks• ter W wa�verroy a x rNv&t� ratMlal Is t2 -,o Is S Q I6 Fee rated ,olstaty and nace*w roan by othr-s S� 1 Per cad,. 11.vaONrx roan and hClsteey vmttatbn ay other:('f y I requlrrd per ad.), I 12.Tne Wwtor rations room and helft►ay,are to be void of I ^ all plp4lo, ducteo�kl ether nat•rlals not dlr•Ct r S req,i'ed fv trr ele—tor oper.tk— i ^ Atnt, 13.clear,z 6 enbllw with sprlp ip�wtp tit t- 2VHd ClOeer,by mtM on nChe,. a pr pdsf 0LE' KC3 D•.—t sYt[h and ray to I.—anal of t—t- 4 poem.M.by others. h I W Q O NOTE A, Ck pipe wws Qrld fittings shod be properly jE l ofl�t-a supportty to relieve stroK (i a`="J61S NOTE 1! All reactions on this dr&eln3 have been doubled R---, 1. L_ a. 3�2 for-Impact, 31E 1I 1 W 1nuW DArl S*x REVISIONS --� - I y �. Y.--i I CSJU2�zJ P GROOVED �a CQOq}u I h ELEVATCRON CONTRACTOR DO NOT SCALE THIS DRAWING BAY STATE ELEVATW SWAM' HA CL?f7RACTl ' SEE ELEVATOR INSALLER + FOR, ANGIO DYNAMICS BUILDING #3 FOR :OCaTIDNS 1{---.R=4.665 LBS, #, 1�t ADDRESSt 603 QUEENSBURY AVENUE ELEVATION SECTT❑N A-A CITY, QUEENSSURY, NY 12 80 4-7 619 DEN COMACTdd V a X CONSTklCT26A INC., PORT EIIVARD,NY MON HICHTTECT:PKDMI NALL ARCWMCTJE.SARATDGA 001W3,N, 12W4 CT mi JOB NO. C-15223 Jun 05 08 02:44p georgeg 518-746-1518 p.3 JLjN--74-12008 03 :52 AM CONSTRUCTION TECH. 518 399 1913 P . 01 • CONSTRUCTION TECHNOLOGY IN'SPFCTION&TESTING DIVISION,P.DA T.S.,INC. -i wil I iclizi Street, Ballston Lake,New York 1201,9 plicitio: (5 IS)3 99-1948 Fax.,(5 18)399-1913 (I TNT: V&H CONSTRUCTION,IKC. REPORT NUMBER: 1 :PAGE I POST OFFICE BOX 128 INSPECTION DATE: M'20108 FT EDWARD,NEW YORK 12ri28 OUR FtLF NUMIDER: Sal.023 FIELD INSPECTOR! DAVE CASAW MR.DONALD GROSS - ANGIO,DYNAMM,QUEENSIBURY,VIEW YORK STRUCTURAL ARD REINFORCING STEEL :: FIELD OBSERVATION REPORT SPECIFICATION rOR BOLTED CONNECTIONS: RISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION GF-IFC-TICATION FOR COLUMN PLUMONESS: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR FIELE)VVELbING, AW8:STRUCTURAL WELDING CODE-MEL(A.W.S.DIA) SPECIFICATION FOR CONCRETE REINFORCEMENT: CRS):CONORM REINFORCING STEEL MTITLffr:! WELDER QUALIFICATIONS: WELDER 85"TAMP: LAST QUAL: BY: %14E.DER SSNISTAMP- LASTOLIAL BY: kWLDER 551NISTAMP: LA,5TQUAL-- BY: V EOER SON)STAMP: LASTGUAL- BY: WELDER SSNISTAMP: LAST QUAU BY: COLUMN CONNECTOR FA57r:MING PLUMBNESS WELDING LINE ELEVATION A R A I R A R REMARKS! 6.4;E 2 13 8.1nA M07ANINE XX THREADED FASTENERS INSTALL-ED AND TENSIONED TO 150 Iblft. A16.4(2 8n.I MEZZANINE XX THREADED FASTENERS INSTALLED AND TENSIONED TO 1.50 lb/ft. B.4!E 2(M 8,112.1 MEZZANINE XX COLUMNS PLUMBED TO WITHIN I:500. AB 4 9 811.1 Mr=ZZANINE XX COLUMNS PI-L;MIUFD TO WITHIN 1:5= 0ENFRAI.-NOTFS; RESPECTFULLY SUBMITTED, 1.A=ACCEPTABLE CONSTRUCTION TECHNOLOGY 2,R-REJECTABLE TOM JOSLIN,S.E.T.(NICM Jun 05 08 02:45p georgeg 518-746-1518 p.4 t CONSTRUCTION TECHNOLOGY Willimi Street,Ballston lake,Neti-York 12019 Phone:(519)399-1948 Fax:(519)399-191 CLIENT: V.&H.CONSTRUCTION,INC. REPORT NUMBER: 1 PAGE M 1 POST OFFICE BOX 126 INSPECTION DATE: 12in7/07 FORT EDWARD.NEWYORK 12828 OUR FILE NUMBER: 581,023 INSPECTOR&TEST SET. CAST BY CLIENT ATT'N: MR.DONALD GROSS AMBIENT V*-ATHER: PROJECT: ANGIO DYNAMICS:QUEENSBURY NY. OUR FILE LOCATKM: 55098 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : DUMB WAITER PAD;FOOTING:E.2 LINE DELIVERED LOAD NUMBER: 1 TRUCK NUMBER!TICKET NUMBER I YARDAGE DELIVERED,SUBTOTAL: I TIME CONC. BATCHED I ARRIVED: I TIME PLACEMENT BEGAN,ENDED: I CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) SLUMP ON ARRIVAL (INCHES): WATER ADDED ONS17E(GALLONS": WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUNIP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) UNIT WEIGHT (PCF) (SPEC: - } 143.C9 CONCRETE TEMP. (F) (SPEC: 45 - 85) NUMBER OF TEST SPECIMEN CAST 4 LAB CYLINDER CONTROL NUMBER: 85098. 85101 DISCREPANCIE5&REMARKS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C-138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/10i07 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UM- r CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL, COARSE AGGREGATE#1: LBS. 85098 1212107 14 60,800 2160 COARSE AGGREGATE#2: LBS. 85OW 01104/08 28 COARSE AGGREGATE#3: LBS. 85100 0004108 28 FINE AGGREGATE: LBS. 85101 SPARE ADMIXTURE#1: OZS. ADMIXTURE 42: OZS_ ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS, REPORT DISTP.IBUT!ON: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPSCTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TO�SUN. (NICET) VIP.NAGER TECHNICAL SVCS. Jun 05 08 02:45p georgeg 518-746-1518 p.5 CONSTRUCTION TECHNOLOGY I P. ii(ilmi tilrcc(. Italls,w) L.I1kc. Nc%% York 12019 I'Inau•01� )-199-1848 17ax:0181?99-191 (AJF:NT V. &H.CONSTRUCTION,INC. REPORT NUMBER: 2 'PAGE It, 5 POST OFF;CE 80X 126 INSPECTION DATE: 12118M7 FORT ECWARC.NEW YORK 12828 OUR FILE NUMBER: 581 023 INSPECTOR&TEST SET: 806 BEHA.N #3 A.T 1'N MR DONALD GROSS AMBIENT WEATHER: 7D's:INTERIOR I,IZO,IEC v AN_GIO DYNAMICS: QUEENSEiURY,NY. _ OUR FILE LOCATION: 85102 ___CONCRETE_ FIELD INSPECTION & COMPRESSION TEST RESULTS PLACED/ENT LOCATION CIF LOAD A 1 : FOUNDATION WALL:DUMB WAITER;FOOTING:PIERS ONE.' LINE PLA.CEVENT LOCATION OF LOAD# 2: FOOTING:PIERS ON DALINE,8.3 LINE I'In(;EVENT LOCATION CF LOAD it 3- FOOTING:PIERSON B 1 LINE DELIVERED LOAD NUMBER: 1 2 3 I IfliGK NUMBER 1 TICKET NUMBER 205! 35647 208 1 35648 215 i 36649 YARDAGE DEL'VERED/SUBTOTAL: 10.00! 10.00 1000 1 20.00 8.00 i 28.-0 TIME CONC BATCHED!ARRIVED: 9.50! 10.20 10.25 1 10.51 11.02 11.20 11111' PLACEMENT 3EGAN 1 ENDED: 10-25! 10.59 11 03 1 11.42 11.45 i 12.15 GG&CRETEAGE(LOURS) (SPEC MAX: 1.50 j 1 15 1.28 1.22 SI.LIMP CN r.RRIVAL (INCHES). 4.25 4.00 4.50 WATER ADDED ONSITE(GALLONS). VV.ATER ADDED AT D'SCRETION OF: SLL!MP OF CONCRETE NTO PUMP: IF APPLICABLE 11_,1�C1=6fFNT SLUMP(INCH) (SPEC - 5.00 ) 4.25 4.00 4.50 LN IRAINED AIR r'7,VOLi (SPEC: 4,00 - 7.00, ) 5.10 IINII wEIGHT IPCFi (SPEC 147.16 <IONCRETETEM' {F} {SPEC, 45 - 35 ) 75 73 74 NLIN,ULR Cr TEST SPECIMEN CAST: 6 !AP CYLINDER CONTROL NUMBERS 85102- 85107 01c;::RFPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31_ C138, C143, C172, C173, C231, C470, C667, C617, C1064 CONCRETE SUPPLIER: CLEVENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 L'T:SIGN STRENGTH&FORMULA 3000 P.S.I @ 28 DAYS WAL£SS OTHERWISE NOTED ALL CYLINDERS RECEIVED: IZ11W07 tAJAFr.NT LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT :FtviENY LBS. I NUMBER DATE DAYS 3 BREAK TYPE P S I. 1VATER GAL. COARSE AGGREGATE 01. LBS. 65102 12125107 7 91,200 3230 COARSE AGGREGATE 02: LBS. 85103 12125/07 7 93.500 3310 1;OA14SF.AGGREGATE 03: LBS. 85104 01115MB 28 I INC AGGREGATE LBS. 85105 01/15109 28 ADUIX7URE 41 OZS. 85106 91(15/08 28 Af,,PP.xTI.RE K2 OZS 85107 SPARE f}PlIXTCRE IF3: OZ& rJR'NTRAINING AGENT OZS. kEPORT DISTRIBU1ION I FILE 5: • 6: RLSPi.c,r-ULLY SUBMITTED, -_ CONSTRUCTION TECHNOLOGY 11,A1 Jcls IN S.E.T (,NICE T) MANAGER TECAINIC1L SVCS Jun 05 08 02:46p georgeg 518-746-1518 p.6 I ' CONSTRUCTION TECHNOLOGY I William Iiall.tilcm L,Lkc. Nc�a York 12019 Inoue:I i 181 99-I S-48 Fax 018)399-1913 GLIE:NT V.&H.CONSTRUCTION, INC. REPORT NUMBER: 3 PAGE#-1 DOSTOFFICE BOX 126 INSPECTION DATE: 12/21/07 FORT EDWARD,NEW YORK 12828 OUR FILE NUMBER' 581.023 INSPECTOR&TEST SET: BRYAN CASAW it-2 A T'N NIR DONALD GROSS AMBIENT WEATHER: 60's.INTERIOR PROJECT: ANGIO DYNAMICS: QUEENSBURY,NY. OUR FILE LOCATION: 65234 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS I I A(,IJAENf LOCATION OF LOAD# 1 . FOOTING:B l,1.1.B.3'1,1,A17 2,B.1J7.A,6.317.1A.1J7' PLACEMENT LOGATION OF LOAD# 2 FOCTiNG B.1l6,B.3,6,B.1i5,8.3:5.B.-!4 3.3!4 W7L.VERED LOAD NUMBER: 1 2 IT'JJ'-.K t•NU 16ER!TICKET NUMBER: 203 1 35695 171 i 35697 YaRll,if; DELIVERED 1 SUBTOTAL' 10.00! 1000 10.00 i 20-CO I INN CCNG BATCHED I ARRIVED: 11021 1033 10.29 i 10.57 l iklf-P€.AGEMPHT BEGAN?ENDED: 1.'401 11.23 1124 i 11.59 ONCRFIEAGE(HOURS) :SPEC: MAX: 1.5D) 1.35 1.50 SLUMP ON ARRPJAL (INCHES) 5.00 4.75 VVll IER ADDED ONSITE:GALLONS;. WATER ADDED AT DISCRETION OF: St.l1MP OF CONCRETE INTO PUMP: IF APPLICABLE: I_,`u:fiPAEN-SLUMP(INCH) (SPEC 5.00) 5.0G 4.75 1_N I RAINED.AIR I`Y-VOL) (SPEC: 4-00 7,00) 6r00 UNIT WEIGHT (PCF) (SPEC ) 142.5E IIONCRFTF TEMP (F) (SPEC: 45 85) b0 62 NUMBER OF TEST SPECIMEN CAST: 6 i,YI-1NDER CDNTROL NUMBERS 65234- 65239 DISCREPANCIES 8 REMARKS: UNLESS_ NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C47D, C567, C617, C1064 CoNCRL IE SUPFLIER CLEMENTE LATHA.M CONCRETE CORP CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 14_SIGN S rRENGTH&FORMULA 30 0 P S.I.-28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24/07 I'AWN 1 LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT =hl IN LBS I NUMBER DATE DAYS 8 BREAK TYPE P.S I. Vv:'%I L R GA l.I1 Gt?i�RSL AGGREGATE#1: LBS. 65234 12/26/07 94,70D 3350 COARSE AGGREGATE 42- LBS. 65235 12/28/07 7 96,150 3400 AGGPECA.TF?'3: LBS 5523E 11/16,108 26 '29,250 4570 DINE AGGREGATE LBS. 65237 OV18108 26 131,400 4650 A )MIX TURC41' 073 65238 OV1810B 28 128,700 4550 ADMIX #2- OLS. 65239 SPARE A)MIXI URE 43: OZS- AIR L.N—RAININGAGENT OZS. R!-.P<)RT DISTRIBUTIOV. --- -- _ —' I FILE 5 ,11PPLIER 6 7 I 8: 11CSf'ECTFULLY SUBMITTED, gli3 ONTECHNOLOGY . LIN,S E T. lNIGETI ± - i 1,9ANAGFR TECHNICAL SVCS Jun 05 08 02:46p georgeg 518-746-1518 p.7 CONSTRUCTION TECHNOLOGY I V,111iam Str.o, Millskm Lakc. Ncw York 12019 I'llow i`18))9-1848 Fav(i18)399-1913 CLIENT- V.& H.CONSTRUCTION,INC. REPORT NUMBER 2 PAGE#: 1 POST OFFICE BCX 12S INSPECTION DATE 12116X7 FCRT=DWARD,NEWYORK 12828 OUR FILE NUMBER 581.023 INSPECTOR&TEST SET: BOB BEHAN 46 A rT'N PAR.DONALD GROSS AMBIENT WEATHER: 70's:INTERIOR PROJECT. ANGIO DYNAMICS:QUEENSBURY,NY. OUR FILE LOCATION: 85102 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOUNDATION WALL:DUMB WAITER:FOOTING:PIERS ON E.' LINE PLACEMENT LOCATION OF LOAD# 2 FOOTING:PIERS ON D.11-INE,B.3 LINE PI ACLM,ENT LOCATION OF LOAD# 3 FOOTING.PIERS ON B.1 LINE DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUNIBER,T3CKET NUMBER 205! 35647 208 i 35648 215 . 35649 YARDAGE DELIVERED i SUBTOTAL 10.D0! 10.00 10.00 1 20.00 800 ! 28.00 TIfd1E GONC. BATCHED!ARRIVED 9 50! 10.20 10,25 i 10.51 11.02 ! 11.30 TIME.PLACEMENT BEGAN.'ENDED: 10.25! 1059 11.03 1 1'.42 11 45 ! 12.15 CONCRETEAGE(HOURS) (SPEC: %%X: 1.50) 1,15 1.26 1.22 S'UNIP ON ARRIVAL (INCHES; 4 25 400 4.50 WATER ADDED ONSITE(GALLONS}: LVATER ADDED AT DISCRETION CF: S.L.MP OF CONCRETE INTO PUMP: IF APPLICABLE P.ACUMENT SLUMP(INCH) (SPEC: - 5.D0 1 4.25 400 4.5C, I-N-T-:AINEC AIR (".f,VOL) iSPEC: 4,00 - 7.00) 6.10 UNI T bVEIGh-T (PCF) (SPEC. i 147.16 CONCRETE TEMP. (F) ;SPEC 45 - 65) ?5 73 74 NIJP,'BER OF TEST SPEC MEN CAST 6 IAB CYLINDER CONTROL NUMBERS 85102- B5107 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C_173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER � CLEMENTE LATHAM CONCRE]E CORP CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 t)ESIGN STRENGTH&FORMULA: 30DO P.S.I. Q)28 DAYS UNLESS OTHER'NISE NOTED ALL CYLINDERS RECEIVED: 12'19/07 ULM[NT LBS CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT tiFMENT LBS NUMBER DATE DAYS & BREAK TYPE P.S I. V,'A I I_R: GAL. COARSE AGGREGATE 1' LBS. 85102 12/2547 7 91,200 3230 COARSE AGGREGATE#2, LBS. 85103 12)25i07 7 93,500 3310 (:(7IARSE AGGREGATF 43 LBS. 85104 0105i08 2E 119,200 4220 FINE AGGREGATE: LBS. 85105 01i15iD8 28 121,550 4300 AI)MIXTURE 41 OzS 85106 ;;1i15iD8 28 117,6D0 4170 f%DN11XTURE 42 OZS 65107 SPARE X)MiXTURF.#3 OZS !uR ENTRAINING AGENT OZS REPORT QISIRIBUTION. I'FILE 5: SUPPLIER 6: RESPECTFULLY SUBMITTED. _ COON TECHNOLOGY tCIM JCSLIN,S E.T. (NICET) N!ANAGER TECHNICAL SVCS Jun 05 08 02:47p georgeg 518-746-1518 p.8 CONSTRUCTION TECHNOLOGY t Xk:'IIian1I tiu ct,lLilkUrn Lakc,Acw York 121119 I'ilnnc 0I8)399-OW8 Fay_(518)3911-1913 r,I_IrNT V.&H.CONSTRUCTION,INC. REPORT NUMBER. 1 PAGE#:1 POST OFFICE BOX 126 INSPECTION DATE: 12I07;07 FCRT EDWARD,NEVJYORK 12828 OUR FILE NUMBER: 581.023 INSPECTOR&TEST SET CAST BY CLIENT ATT'N MR.DONALD GROSS AMBIENT WEATHER: PROJECT: ANGIO DYNAMICS: QUEENSBURY,NY. OUR FILE LOCATION: 8509E CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PI ACFPAENT LOCATION OF LOAD# 1 DUMB V'IAITER PAD.FOOTING: E.2 LINE DELIVERED LOAD NUMBER: 1 TRUCK NUMBER I TICKET NUMBER Y!ARD.V3E DELIVERED:SUBTOTAL: 71MECONC. BATCHED?ARRIVED / I IME PLACEIv1EN7 BEGAN/ENDED CONCRETE AGE(HOURS) (SPEC; MAX. 1 50) SLUMP ON ARRIVAL (INCHES) WATER ADDED ONSITE(GALLONS;: W.hTLR ADDED AT DISC RETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) :SPEC - 5,00) I_N I RAINED AIR (%VOL) (SPEC. 4.00 - 7 00) UNIT WEIGHT (PCF) 'SPEC ) 143.09 CONCRETE TEMP. (F) (SPEC: 45 - 85) Ni UM,ER OF TEST SPECIMEN CAST: 4 1 AE,CYLINDER CONTROL NUMBERS 85058- 85'01 )i:;CRUPANCIES E REMARKS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 GONGRE I E SUPPLIER. CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLJNDER COMPRESSIVE RESULTS PER: ASTM C39 DESIGN STRENGTH a FORMULA: P.S I.@ 26 DAYS UNLESS OTHERWISE NOTED ALL CYLIINDERS RECEIVED: 12/10/07 CEMENT' LBS. CYLINCER TEST TESTAGE ULTIMATELOAD UNIT :FP,4FNT LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. 4VATLR: GAL. COARSE AGGREGATE 91: LBS. M098 12i21107 14 60,800 2150 COARSE AGGREGATE#2. LBS. 8aC99 01 i04108 28 96,300 3410 COARSE AGGREGATE#3', LBS. 85100 01i04108 28 98,250 3480 FINF AGGREGATE. L3S. 85101 SPARE AFAAX I LIRE#1: OZS. ADMIXTURE X2: OZS. ADMIXTURE#1 OZS. AIR ENTRAINING AGENT: GZS. REPOR-DISTRIBUTION: I FILE 5' SUPPLIER 6: 7: ,t 5: RLSPECTFULLY SUBMITTED. _ COWRIICTION TECHNOLOGY E(lM JOSLIN.S.E T (NICET) .vMNAGER TECHNICAL SVCS. Jun Ub 08 02;47p georgeg 518-746-1518 p.9 CONSTRUCTION TECHNOLOGY I Will(;ml tiIlVcL llalktu:t Dike.Ncv� York 11-019 t'i18)39l)-1848 F:lr:(?18)39`I-1913 CLII_N r V.&H.CONSTRUCTION, INC. REPORT NUMBER: 4 PAGE#- 1 POST OFFICE BOX 126 INSPECTION DATE: 01119'08 FORT EDVVARD.NEVU YORK 12828 OUR FILE NUMBER: 581.023 INSPECTOR&TEST SET: PETE DUNHAIA #9 ATi N: MR.DONALD GROSS ANIBIENT WEATHER: 60's:INTERIOR PROJECT. ANGIO DYNAMICS:QUEENSBURY,NY. OUR FILE LOCATION: 86002 CONCRETE FIELD INSPECTION COMPRESSION TEST RESULTS F LAt EtvIcNT LOCATION OF LOAD# 1 SLAB ON DECK 2nd FLOOR:E 1:EXISTING @ IQ F'LA,EIvI=NT LOCATION OF LOAD# 2: SLAB ON DECK 2nd FLOOR:E.1113.:Q V3 PLACEM:_NTLOCATION OF LOAD# 3: SLAB ON DECK 2nd FLOOR:B.11B.7 113 DELIVERED LOAD NUMBER 1 2 3 1R0GK NUMBER I TICKET NUMBER: 208/ 55908 206 35911 203 1 35913 YARI)A3E CELIVERED'SUBTOTAL. 11 001 11,30 t00 f 22.00 11.00 1 33.00 TIME CONC. BATCHED+'ARRIVED: 7,31 1 8.07 7.59 ! 8.30 8,55 / 9.2U IME PLACEMENT BEGAN/ENDED: 8.20 i 9.34 9.06 ! 91-6 9.45 1 10.19 CONCRETE AGE(HOURS) (SPEC, MAX: 1,60) 1.551 1.781 1.40 51 0-MP ON ARRIVAL (INCHE5) 8.00 7.25 7 SD I+YATER ADDED ONSITE;GALLONS;: 1,VATER ADDED AT DISCRETION OF: ;LUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 8.0c 7.25 7.50 PI-,5.(;EP.AEN7 SLUMP(INC4) 'SPEC 6.00) ENl RAINF_D AIR (°o VOL) (SPEC 3.D0} 1.60 UNI1 O/EiGHF (PCF) SPEC ) 150.21 CONCRETE TEI.AP. (F) (SPEC: 45 - 65) 64 64 65 NUMBER OF TEST SPECIMEN CAST: 6 _AG CYLINDER CONTROL NUMBERS 86002- 86007 DI5.'_',REPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1.2:OVERTIME:PLACEMENT SLUMP AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138., C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER. CLEMENTE LATHAM CONCRETE CCRP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 400D P S.I.C28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 0112110E CEMENT LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT CEM1_YT LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I lA+A11 R GAL. f,OARSE AGGREGATE 41: LBS. 88002 01,26,108 7 106,550 3770 COARSE AGGREGATE 42, LBS 86W3 07126J08 7 103,1DO 3650 COARSE AGGREGATE 43. LBS. 86W4 02i18108 28 I-INE AGGREGATE: LBS 8n005 02il6108 28 ADMIXTURE 41: OZS 86006 02il6/08 28 ADMIXTURE#2: OZS B6007 SPARE i0rdlIX"I LIKE#3: OZS A R C NlRAINING AGENT OZS REPORT DISTRIBUTION', 1 FILE 5: Z SUPPLIER 6: 8. RESPEC FULLY SU2M17TED. CO T ION TECHNOLOGY iiNJ JOSLIN.S-E.T (NICE") hrtANAGER TECHNICAL SVCS Jun 05 08 02:48p georgeg 518-746-1518 p.10 • CONSTRUCTION TECHNOLOGY N'ihmn Slrcel. 11alklon Lake,Ncw York 12Ol9 I'ho ic:{.518)399-1849 Fax:(51 Sj 399-1913 CLIL.NT V.&FI.CONSTRUCTION,INC. REPORT NUMBER: 4 PAGE it.2 POST OFFICE BOX 126 INSPECTION DATE: 01119/08 FORT EDWAP,D,NEW YORK 12826 OUR FILE NUMBER' 581.023 INSPECTOR&TEST SET. PETE D'JNFAM #9 Afl N MR.DONALD GRCSS AMBIENT VVEAT--ER: 60's:INTERIOR P=OJCCT_ ANGIO DYNAMICS:OUEENSBURY,NY. OUR FILE LOCATION: 86008 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS wi-ACENENT LOCATION OF LOAD* 4 : SLAB ON DECK:2nd FLOOR:A1B 1 @ 1/4.5 LF,CE=MENT LOCA`JUN OF LOAC# 5 : SLAB ON DECK:2nd FLOOR E liB.1 @ 3,4.5 FIAGCP,9ENT LOCATION OF LOAC# 6 . SLAB ON DECK:2nd FLOOR:E VEXISTING @ 3J4 5:E 2/EXISTING @ 4.516.5 DELIVERED LOAD NUMBER' 4 5 6 TRUCK NUMBER 1 TICKET NUMBER 2CS/ 35915 171 , 35916 208 / 3591 7 Y kRVAGE DEUVF_RED 1 SUBTOTAL: 11 C0/ 44,OC 11.00 ! 55.00 l l-OC 1 65.00 TIMF(GONC BATCHED I ARRIVED 9321 9.4E 10.05 ! 10.30 10.61 1 1113 TIME.PLACEMENT BEGAN 1 ENDED: 9.501 10.41 0-43 ! 11.11 11-15 / 11.39 (:()N(-FETE AGE(HOURS) :SPEC MAX 1.50) 1.15 1..0 0-80 SI JJMP ON ARRIVAL (INCHES): 7.00 7.50 TOO 01AIER ADDED 0NSITE 1,GALLONSi WAl i ADDEO AT DISCRETION OF. SLUMP OF CONCRETE INTO PUMP IF APPLICABLE: 7.00 7.50 7.00 PLACEMENT SLUr,IP(INCH, (SPEC: 5.00) ENTH41NEr)AIR (%VOL) (SPEC: 3.00) 1.80 UNI1 VdFIGHT {PCF) (SPEC: ) 153.38 CONCK_TE TEMP. (F) (SPEC: 45 - 85) 65 63 34 NUd,1BER OF TEST SPECIMEN CAST. 6 LAB CYLINCER CONTROL NUrv1BERS 86008 86013 DISCREPANCIES&REMARKS: PLACEMENT SLUMP AFTER PLASTICIZER ADDITION. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 c:i.iNC BETE SUPPLIER' C�.EMENTE LATHAM CONCRETE CORP CONCRETE TEST CYLINDER COMPRES8iVE RESULTS PER: ASTM:C39 U'c51GN STRENGTH&FORMULA: 4000 P.S.I.@ 26 DAYS UNLESS OTHERWISE NOTED ALLCYLINDERS RECEIVED: 01/21/08 4---MLNT: LBS- CY-INDER TEST TESTAGE ULTIMATELOAD UNT t; \rtENT LBS. NUMBER DATE DAYS & BREAK TYPE P S I. WATER GAL. COARSE AGGREGATE 11: LBS. 86008 01/26108 7 99,000 3500 COARSE AGGREGATE lf2. LBS. 86009 D7/26f08 7 131.950 3610 C,0AIi AGGREGATE q3 L65 36010 02/16108 26 FINE.AGGREGATE: LBS. 86011 02/16108 28 AfWiXI LIRE t11: OZS. 86012 0211WO8 28 AIAIIXTUREf2: OZS. 86013 SPARE ADMIXTU RE#3: OZS. fop E TJ rRA N I N G AGENT: OZS. REPORT DISTRIBUTION: FILE 5. SUPPLER 6, 7 d 8: T: SUFC TFULLv SURUITTED. CO T11114TECHNIOLOGY I ONI JOSLIN,5.E.T (NIGETI MANAGER TECHNICAL SVCS _ —