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2005-519
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CE RT I F I CAT E OF OCCUPANCY Permit Number. P20050519 Date Issued: Friday, December 23, 2005 This is to certify that work requested to be done as shown by Permit Number P20050519 has been completed. Tax Map Number. 523400-309-005-0001-003-011-0000 Location: 326 SHERMAN Ave Owner. M & C VENTURES, LLC Applicant: M & C VENTURES, LLC This structure maybe occupied as a: Commercial/ Industrial Unheated By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or 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 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050519 Application Number: A20050519 Tax Map No: 523400-309-005-0001-003-011-0000 Permission is hereby granted to: M& C; VFNTTTRF,S. T,T,C; For property located at: 326 SHERMAN 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: M& C VENTURES, LLC Commercial/Industrial Unhea $3,000,000.00 4 STONE PINE Ln Total Value $3,000,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-519 ADIRONDACK SPORTS COMPLEX 97,200 sq. ft. SOCCER FIELD DOME $4,860.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, July 28, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Toown o uee ur ay, July 28, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement F%A. kilo) 'rincipal Structure Building Permit Application application & Plans subject to review before issuance of a valid permit for construction. lstructions: A permit must be obtained before beginning construction.. No inspections will be made until the pplicant has received a valid building permit. Ali applicants' spaces on this application must be completed and lust appear on the application form. applicant/Builder urn ai�Ac rT 6.4 Owner: .17 �LJ r kddress: 3� S /L ,� e- Address: , e e, �!/CG+cfSbCdYU. � /f 'D4� Goy✓S�i come Phone: Home Phone: :mail Address: Email Address: A,1 i14e'. =L ie.,'` C< -ell Phone: Cell Phone: :AX Phone: FAX Phone: 'erson responsible for supervision of work with respect to building and codes compliance: Name: 0—m lVa,c,e lqe-e L✓ rr Address: �� fl Phone JTP M� � �y �a Location of proposed construction: Lot No. Legal Address: L SherWs -tArr le Tax Map Number: -3®9- S`/-3 Sub divi ion Name: Estimated Cost of Construction: $ .S,/ 011d;0A) ;ffpowSpa S Proposed construction is for: Residential Use Commercial Use Name of Business: A!;%JT If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction 1-f Floor 2.d floor Other Total Proposed structure (Occupancy Type) Sq.Ff. sq.ft. Sq. Ff. Square feet Height Single-FamilyDwellin Ft.&in. Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Gara a 1, 2, 3 Type of Heating System: Electric, Oil, as, Wood, Forced Hot Air, Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate application. Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Direc r of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of llJew construction. Dater Applicant/Builder Signature: The application of dated is hereby approved and permission granted for the construction,reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Buiiding.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 { Miller, Douglas W. From: Jason Schmidt[allie@sympatico.ca] Sent: Tuesday, July 05, 2005 8:56 AM To: Miller, Douglas W. Cc: Doug Miller(home); John Simpell Subject: Snow and Seismic Loads for Air Structure t7l Adirondack Sports Load Calcs W... Good Morning Doug, In response to the voice mail left on Thursday, I offer the following in regards to snow and seismic loading for air structures. Our position on snow loading has always been that due to the movement of the dome with the wind snow tends to slide off the membrane and not build-up at the peak. This position is backed by the observations of many domes over many years. However we have on rare occasions provided snow loading calcs. I ran the Adirondack dome parameters thru the grade beam load calc program with has snow loading and I have attached it to this email. Please note that this shows that the air structure could handle a snow loading of 45 pounds per square foot. On the issue of seismic design, I cannot recall ever providing any calculations for any one of our domes. This includes any air structures we have installed in California. Air structures are not as susceptible to earthquakes as a normal building. Fabric membranes are designed to move and would not be affected by an earthquake. A quake may have some effect on the concrete grade beam as there may be a loss of soil friction along the beam or the beam may crack in some places. Both of these issues would cause a reduction to the loading resistance, but you would still need a very strong wind for the membrane to fail. Seismic design calculations can be very complicated and are provided fewer times than snow loading calcs for air structures. I hope this info is helpful. Regards Jason Schmidt 1 JUL 29 2005 4: 28PM HP LRSERJET 3200 P. 1 ENGINEERING,NACE P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 July 29, 2005 Mr. David Hatin VIA FAX—745-4437 Town of Queensbury Bldg. &Codes Dept. 742 Bay Road Queensbury, NY 12804 Re: Doug Miller— Adirondack Sports Complex Dear Dave: This is to confirm our conversation this afternoon regarding soil compaction testing for the footings for the air dome structure at the Adirondack Sports Complex on Sherman Ave. You had asked Mr. Miller for the results of compaction testing of the soil under the footings. Since this is a flexible, air supported structure, the footings will never see any compression loads. The footings simply act to hold down the air dome and to resist lateral wind loads transferred to the footings by the dome fabric and tension cables. The only compressive loads on the soil under the footings will be the weight of the concrete footings themselves. However, as we discussed, the footing design counts on soil friction along the sides of the footings to help resist uplift loads. Additionally, lateral wind loads are transferred as compression loads to the soil along the sides of the footings. Therefore, 1 recommend that soil compaction testing be done for the backfill material along the sides of the footings instead of under the footings. Please call me if you have any questions regarding this matter. Sincerely, Thomas W. Nace, P.E. Fax copy: Doug Miller- 793-1493 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. fe�that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Lang Media Date: 04/11 /2006 Occupant: Unknown Location: Rt . 9/Rt. 149 Occupancy: Non—Residential Queensbury, Warren Co. NY Applicant:F Lang Media 987 New Loudon Rd. Cohoes, NY 1 2043�"'4 r4 4 AA , AT 5 -� » - ., m UK F Equipment: OF .02 aw 6 - Fixtures, 1 ",,Control Panel �` ,- - gip- �� x ' t s �Fa I, 0 4e L This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. Inspection for Permit to Occupy Fire Marshals Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road 2 G 3 L'fl Queensbury,NY 12804 Scheduled Inspection Date: 3 Time: r' Phone: (518) 761-8206 Business Name: S Qan---:) m Fax: (518) 745-4437 Location: w�rw Type of Inspection N/A Yes No EXITS: Exit Access COMM' TS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER:Hun Inspection of extinguisher Hydra 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 Approved (If no other approvals apply,the B&C Office will issu the,Certific e of Occupancy) o Denied ❑ Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 11, am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 21L NAME: PERMIT#: G LOCATI N: 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 Okay CIA ;fit Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum _ 1 f P„e� Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System _ i„{,11 YX`t c Fresh Air Supply for Occupancy/Ventilation Combustion ' ;A..J 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 L- S Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors3 > 10%> 1000 s .ft. L ' 3/a Hour Corridor Doors&Closers Firewalls!Fire Separation,2 Hour,3 Hour Complete/Fire 1T 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 /e��erje Handica ed Bath/Parkin Lot Si na a f/te 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 — .4� nil-lr Q"`�r:,nt�G � . Site Plan/Variance required ` S Final Survey,New Structure/Flood Plain certification,if reg. /*f• C f L"l'J �%``J As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Buildin Access All Sides by 20' /Driveable Surface 20'wide OkayTo Issu m r Permanent C/O 'li-o.-AgiG� Okay To Issue L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. s Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: / Time: i —,m �0-11 �� Phone: (518) 761-8206 Business Name: � � � V Fax: (518) 745-4437 Location: -hs o-ram-- iG}Q -z— Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge L AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Si n-normal Sign-battery TRUSS ID SIGNAGE A o— EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher �1 �C�m� r Hydro extinguisher 1 �^" "�' C3 FIRE ALARM SYSTEM D Fan Shutdown Fire Sp rinkler System c� CUJY� Fire Suppression-kitchen Fire Su pression-Gas Island 0.c C a.r.�. �n Hood Installation J °?h Nv (i rJ f V\ Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection pxalDjae Fin WFj-}�- F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign r Emergency Evacuation Plan Approved (If no other approvals apply,the 8&C Office will issue the Cer ficate' f Occupancy) ❑ Denied ❑ Call for Recheck Y Inspected B � L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc MIDDLE DEPARTMENT INSPECTION AGENCY, INC. mew that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Adirondack Sports Complex Date: 03/21 /2006 Occupant: Unknown Location: Sherman Rd. Queensbury, Warren Co. NY Occupancy: Non—Residential Applicant Mike Blume, Electrician PO Box 789 1175 Salisury b c Sheffield M J No. A! 14 D -- m a Equipment: 10 — Switche§ 60- b Receptacles; 38 Fixture 1 Exhaust fan; 2 — Emergency L h 2 — Exit Lights; 2 — Wa13 n olers cJ �Y g A �. s � � . �� - This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate shall be process. A tee will be charged for this service. w.v..v�e .w C�i•:i.. ..i,.)',. .,n.r, ,.:i. `,:i`i:?,.v`i.:,:i,:i`,..i`.:j,..,,..,,..,,..., ��, Vie?) • �F7� <<�) - - . i fir••>> Ce?) Cry C��.9.•r�.�iR�i/:irs�i/.�"i�i�S/�."ir`i�i.1�7"i%.-`i%.`i�i�•ri.�7�5�.�Y�i%``Y�i��i�Y�S%.�5�•ri.1i�i�i�i�i�i�9.S�i.�Yi.�ir.`i%.`i.i s i.i�•rr.�•r/.�i�(�� Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspec ion request received: Queensbury Building& Code Enforcement Arrive: am/pm Depart. am/pm 742 Bay Road, Queensbury,NZ' 12804 Inspector s Initials: !� NAME: �� 1 �`-j ��f 1 J XV kPERMIT#: 05 LOCATION: _ ;ems �ti;��^ '� �-. DATE: 12 �� 0 -- 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 E uivalent 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 '/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 Continuousf12 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 / Buildin Acc Sides ble Surface 20'wide . �, m� C-A x Oka To s Permanent C/ Okay To Iss 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: (I (C1 6 Queensbury Building&Code Enforcement Arrive: 21-0 am/pm Depart: am/pm- 742 Bay Road,Queensbury,NTY 12804 Inspector's Initials: 44-- NAME: 4 s L'r-n C k� �( PERMIT#: LOCATION: DATE: f L C COMMENTS: h 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 '/z doors > 10%> 1000 s .ft. N 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 _ Sec,;-e, vu;r, 5 Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible 3`�"� Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond_ Active Listening System and Signage Assembly Space Final Electrical nn1 Site Plan/Variance required Cuve— All, Od ry Final Survey,New Structure/Flood Plain certification,if req. � As-built Septic System Layout Required or On File 1 N 5ry�1 ��,a, 411ile Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler s ''�N4� f 11uc r-lc w Building Ac 1 Sides b 20' /Driveable Surface 20' wide Oka To ssue Temp)or Permanent C/O bkay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc In 2 spection for Permit to Occupy Fire Marshal's office Request Rec'd Permit No. 1 Town of Queensbury 742 Bay Road / �1 D Queensbury,NY 12804 Scheduled Inspection Date/ Time: c} L Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: n. Type of Inspection N/A Yes No EXITS: Exit Access ---Z0M1S - --- Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: O�� 0 Hun �! inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown �) yv Fire Sprinkler System Fire Suppression-kitchen ---------- Fire Suppression-Gas Island Hood Installation ;) �jQC"1I c..i C --5yy Interior Finishes Storage ly Compressed Gas Clearance to Sprinklers Clearance to Electrical �� kY� �j-fil r~� PV Z 4 � Electric WiringEnclosed Combustible Waste (go - Vehicle Impact Protection Fire Lane 1r-\ C4 w F.D.Si na e-Utility Rooms No Smoking Si ns LAJ Maximum Occupancy Sign Emergency Evacuation Plan c Approved (If no other approvals apply,the B&C Office will issue the er ificate of Occupancy) �❑ Denied ❑ Call for Recheck lF Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc ► Commercial Final Inspection Report r7e)j,) hj,, 230 —elll' Office No.: (518) 761-8256 Date Inspection request received: / Queensbury Building& Code Enforcement Arrive: 1=l� am/pm Depart: am/pm / 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: �'-VA. A PERMIT#: N: ( LOCATIO ��DATE: � 1 eA6 COMMENTS: 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"(])/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 %z doors > 10%> 1000 s .ft. '/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[Both sides] Active Listening System and Signage Assembly Space Final Electrical /�-/c e 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 'vd,J� 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 ? .- �� Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio a uest re ived: Queensbury Building&Code Enforcement Arrive: epart: am' 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments — -- N 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. emfor m nt in Place r Foundation Dampproofing _ Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval NO , a 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 Inspection re st iv Queensbury Building&Code Enforcement Arrive: a 'p Depart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s: NAME: - �� Y5 ` w RMIT#: LOCATION: TSPECT ON: TYPE OF STR� Comments T Y N N/A Footings Piers ' l Monolithic Slab Reinf cement in Place Fe contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing T 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. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r est rec ed: Queensbury Building &Code Enforcement Arrive: m/pm Depart: a v'pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia . NAME: s, RMIT#: _ ' LOCATION: SPECT ON: �_ _ems TYPE OF STRUCTURE: Comments Y N N/A-I Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\Buildin g.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: s Queensbury Building &Code Enforcement Arrive: am/p Depa arlypm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Ilk tl� PERMIT#: o� r �J/� 1 LOCATION: _ INSPECT ON: c1 �lv TYPE OF STRUCTURE: Comments Footings " Piers U J, j b b LG 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 Plaee Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch 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. T.\SueHemingway\Building.Codes.lnspection.FORMS\Foundation inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspycoon request received: a 4ZS Queensbury Building &Code Enforcement Arrive: L!� am/pm Depart: am`pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �_� PERMIT#: — — — -- LOCATION: INSPECT ON: TYPE OF STRUCTURE: �__ ,r►�� _ Comments f fr f Y N N/A Footings Piers Monolithic Slab — T Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspcction.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection quest re GA Queensbury Building&Code Enforcement Arrive: am/pm epprt: 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initia s: NAME: I --S_ 0(Z-T P IT#: LOCATION: z( ,�K .3c,,rv, SPECT ON: TYPE OF STRUCTURE: Comments f2,� Y N N/A ` Z-C> Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LLaSueHemingway\Building.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 ( I Septic Inspection Report Office No. (518) 761-8256 Date Inspection re t r ce' ed: Queensbury Building&Code Enforcement Arrive: m/ epart. 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s ; NAME: f G^S� C�[' ir�S IT NO.: LOCATION��N-wM.4az SPECT ON: —�, RECHECK: Comments and/or diagram Soil T Sand am/clay T o at unicipal/Well Water Waterline separation distance $. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches $. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank l Tank to ox J Distribution Box To Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. `— Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N -Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Sta s• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est r c e . Queensbury Building &Code Enforcement Arrive: pm Depart: an 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia S. t : NAME: ` �; IT#: 1 LOCATION: SPECT ON: TYPE OF STRUCT E: Comments Y N N/A —Veofings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. _ I.:lSueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report fi y Office No. (518)761-8256 Date Inspectionfei d: 3 l `� Queensbury Building&Code Enforcement Arrive: Depa : a 742 Bay Rd., Queensbury, NY 12804 Inspector's InitiNAME: 4 ,, c `- � s c ✓►i� t,�S LOCATION: INSPECT ON: TYPE OF STRUCTURE: --(6T t) so a er 6e(.4— DLIV"(t, 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. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:15ueHemingway\Btiilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rfECT v �� J Queensbury Building&Code Enforcement Arrive: aDepart: a i� 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial / O NAME: �1.a P 5 LOCATION: �(,� 5 I P/n- -- IN: � S � TYPE OF STRUCTURE: ��c e -e Comments Y N/A Footing r 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 ( 1if Reinforcement in Place Foundation Dampproofing T �.��D Foundation/WaterproofingV Type of Dampproofing/Waterproofing L-2 Footing Drain Daylight or Sump Footing Dram 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. LASueHemingway\Building.Codes.Inspec tionTORMSToundation Inspection Report.doc January 28,2003 • Farley Manufacturing Inc. Head Office THE phone:(519)821-5422 GearSpan Inc. 554 Imperial Road North fax:(519)821-5424 CROUP Guelph,Ontario,Canada N1 H 7M3 : 24 hr Service ph:1 888-445 3223 fax:1-888-445-3043 U.S.Office 522 Parke Court,Suite 141 email info@thefarleygroup.com Air&Frame-Supported Fabric Structures Grand Blanc,Michigan,USA 48439 www.thefarleygroup.com ..............................................._..................................................,............................ ............... Sent Via Email: daveha-gueensbury.net July 13, 2005 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attention: Dave Hatin, Director Re: Adirondack Sports Complex Queensbury, NY Dear Mr. Hatin, The Farley Group will be performing the following duties with respect to the Adirondack Sports Complex. 1. On site supervision during the set up and erection of the membrane and components such as mechanical equipment, lights and doors. 2. Start up and training to the designated staff for the mechanical equipment. 3. Complete review of the operational manual with the designated staff. We will provide a final inspection and certification of the dome structure after the installation has been completed. If any further information is required, please do not hesitate to call. Yours very truly, THE FARLEY GROUP John Simpell John Simpell Senior VP Sales fja 04-031—Town of Queensbury.July 13,2005.doe 1V1eSn8e r. 1 • Dave Hatin From: Miller, Douglas W. [Douglas.Miller@us.ngrid.com] Sent: Wednesday,July 13,200511:58 AM To: Jason Schmidt;John Simpell Cc: Doug Miller(home);Dave Hatin Subject: RE: Snow Load for Dome proposed for Adirondack Sports Complex Queensbury N.Y. Jason or John, Dave Hatin, Director of Building and Code Enforcement, Town of Queensbury requires written verification that the Farley Group will be providing a final inspection and certification of the dome structure after it's erected. In my discussions with Dave, I have informed him that the Farley Group will be providing on-site supervision during the set-up, erection, and start-up of the facility, however, for his records he need this information directly from the Farley Group. Could you please put together an email or letter to this effect. Thanks, Doug -----Original Message----- From: Jason Schmidt[mailto:design@thefarleygroup.com] Sent:Tuesday,July 12, 2005 8:16 AM To: Dave Hatin Cc: Miller, Douglas W.; Doug Miller(home); John Simpell Subject: RE: Snow Load for Dome proposed for Adirondack Sports Complex Queensbury N.Y. Good Morning Dave, The snow load calculations provided to you previously were based on the maximum design loading this air structure can take when the inside temperature of the dome is the same as the outdoor temp. (furnaces are not on). Heating the interior of the dome completely changes how the snow actually builds up on the top of the membrane and allows the air structure to withstand much higher snow loads. As the heat inside the dome rises and meets the inside surface of the air structure membrane, some of the warmth transfers thru the fabric and begins melting the first layer of snow touching the outer surface of membrane. This creates a thin film of water between the built up snow and the membrane surface, and provides more than enough lubrication to let gravity take over. This process will repeat itself during a snowfall, in that if there not enough heat escaping from the membrane to melt the snow on contact, a drift will build up to a certain point, the heat will melt the contacting layer, and the snow will slide down the membrane thus eliminating any major snow loading on the structure. We recommend to all of our customers that they keep their heat on during heavy snow storms or if there is a risk of a potential heavy snowfall during non operating hours. This is a common practice with all of our customers'domes, as well as our own air structure (Our manufacturing facility is also an air-supported structure). In cases of severe snow storm forecasts,we also recommend that someone should stay at the facility to monitor the drifting around the perimeter of the dome and quickly remove any excessive build up of snow. As there is much more heat loss with an air supported structures than with typical construction methods, snow loading on the top of the membrane is typically never a problem. This is why we rarely provide any load calculations as it pertains to snow. I provided some snow calcs to you previously because I was asked to do so, but I hope the above info shows that they are not as primary of a concern as that of load imposed by wind. 7/13/2005 r Kind Regards Jason Schmidt -----Original Message----- From: Dave Hatin [mailto:daveh@queensbury.net] Sent: July 11, 2005 10:27 AM To:Jason Schnidt Cc: dwmiller@adephia.net Subject: Snow load for Dome proposed for Adirondack Sports Complex Queensbury N.Y. Dear Jason, In reading your calculations I see that you used a ground snow load of 45 pounds.This Queensbury area is actually rated at 70 pounds ground snow load. Could you please send new calculations showing the corrected value. Thanks Dave Hatin Director of Building and Code Enforcement Town of Queensbury This e-mail and any files transmitted with it, are confidential to National Grid and are intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error, please reply to this message and let the sender know. 7/13/2005 Jul_, 15 05 1e: 5Zp JHU 519-012-0044 p. 1 4 Stone Pine'Lane July 15, 2005 Queensbury,NY 12804 793-1493 Attn: Doug Miller Re: Adirondack Sports Complex Dear Mr. Miller, Please End attached,lag's contract with Construction Technology for the concrete testing associated with the Adirondack sports complex. Sincerely, JAG T, LLC Tarry J. 7cnkins H Improving our World, one Job at a time JAG 1,LLC 175 Broad Street Suite 320 Glens Falls,New York 12801 Phone(518)812-0808 Fax (513)812-0044 WWW.JAGCONCRETE.COM .., ac: .,cP .ins 519-t312-0044 p. 2 CONSTRUCTION TECHNOLOGY INSPECTION R TESTING DIVISION, P.D.&T.S., MC. 4 William Street.Balloon LAM,Now York 12019 Phone:(S 18)399-1348 Fax:(5111)399-1913 July 15,2005 JAG INDUSTRIES,INC. 175 Broad Street.Suite 320 Glenn Falls,New York 12801 Att'n: Mr.Timothy Barber Re:ADIRONDACK SPORTS COMPLEX:SHERMAN ROAD,OUXENMBURY,NY. Construction Materials Inspection and Testing Services Dear Mr.Barber, CONSTRUCTION TECHNOLOGY is pleased to submit the following fee%bcdWc and proposal to provide all necessary labor,equipment,teals,and supplies In complete the construction materials inspection.testing and laboratory evalttatioas required of the referenced project. From our conversation,we anticipate our services may include: 1. FIELD SERVICES- *PORTLAND CEMENT CONCRETE:Services of a Senior MstecW s Technician.certified as required In ASTM C-94,by the American Concrete Institute(ACI)to Grade I,Field Technician. Services shall include teats for slump,insisted air,tempotaturcs,unit wcighttyield ad fabrication of test specimens. Recordation of placement shall be in accordance with applicable ASTM Standards and ACI Specifications. • Concrete test cylinder and constrtmdon materials pickup. Technician hourly rife for above listed services $ 23.50 Tramportation per mile portal-lo-portal 0.39 11. LABORATORY SERVICES: Compression Test of Concrete Test Cylinders,per cylinder 7.50 CONSTRUCTION TECHNOLOGY also provides other fonts of testing and inspection services. Should there be roquirements other than those listed,please allow us to modify this proposal or resubmit a suitable proposal for additional work. We appreciate your interest in our firm.We Wok forward to again saving the construction materials inspection,testing and laboratory requirements of JAG INDUSTRIES,INC. If there are any questions,or when we may be of assistance,please contact this office immediately. Respecthwy, CONSTRUCTION TECHNOLOGY Tom Ioslin,SX.T. (NICET) Martager Tcchnleal Services Pa�E�r�a y� STATE OF NEW YORK DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION RANDY A.DANIELS 41 STATE ST. GEORGE E.PATAKI SECRETARY OF STATE ALBANY,NY 12231 GOVERNOR Code Official Variance Questionnaire Petition No.: 2005-0502 July 14,2005 Matter of Ronald Richard Rucinski,RA,Rucinski Hall Architecture,627 Maple Avenue, Saratoga Springs,NY 12866 for a variance concerning allowable building area,sprinkler system requirements,fire alarm requirements and distance of travel to exits. Involved is the construction of an A-3 assembly occupancy,one story in height,Type IIB non-combustible construction,having a cumulative gross floor area of 164,000 square feet.The subject building is known as the ZAdirondack Sports ComplexZ and is located at 326 Sherman Avenue,Town of Queensbury,Warren County,State of New York. Variance Information Verification 1. The project involves ❑ an addition ❑ an alteration ❑ a conversion %a new building 2. Occupancy Classification(s): /�^3 3. Construction Type(s): 2 13 4. Number of Stories: I 5. Previous Occupancy classification if being changed: 6. For existing buildings,approximate date of original construction: 7. Building Permit issued? t1Yes No Date: 8. Certificate of Occupancy issued? ❑ Yes No Date: Local Government Comments 9. Do you believe a public hearing on this petition is essential? ❑ Yes P6 No 10. I 0 do ❑ do not support the petitioner's request for a variance because 11.E at action(s have you taken relevant to this project: Q jaN tlijeol jp";tcl 51= (Or, jGnLl� 1► 12. Additional Comments: Please provide your name,tittle,address and phone number: Name: �j�IG�1lu' r�F d'FV�'`' �r�c�O� Phone: Address: 7Y /4X Qje2N4 AN- 146 If you have any questions or would like more information concerning this petition, please contact JOSEPH MCGRATH of our CAPITAL regional office at(518)477-7497. REC'D JUL 18 2005 a'CPLK1� STATE OF NEW YORK DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION RANDY A.DANIELS 41 STATE ST. SECRETARY OF STATE ALBANY,NY 12231 GEORGE E.PATAKI GOVERNOR July 14, 2005 To: DAVID HATIN TOWN OF QUEENSBURY BLDG DEPT 742 BAY ROAD QUEENSBURY, NY 12804 From: Ronald E. Piester, Director Codes Division Re: Variance Request Petition No. 2005-0502 This is to inform you that we have received a request for a variance from applicable requirements in the Uniform Fire Prevention and Building concerning a property in your jurisdiction. The location of the property and a description of the variance request is indicated on the attached Code Official Variance Questionnaire form. Your completion of this form is one way for your local government to provide any comments or information regarding this project. We are requesting that you please complete the enclosed form at your earliest convenience and provide any additional comments and copies of any relevant documentation from your files. A self-addressed, stamped envelope is provided for its return. We anticipate that a public hearing concerning this petition will be scheduled before the regional board of review in the near future. If a hearing is scheduled, we will send you a notice of hearing and a copy of the completed petition form and supporting documents for your records. You are urged to attend the hearing or send another representative of your local government to provide testimony regarding the case. A copy of the written decision will be sent to you when our action is completed. If you have any questions or would like more information concerning this petition, please contact JOSEPH MCGRATH of our CAPITAL regional office at (518)477-7497 or you may contact Roy Scott of our Albany central office at 518-474-4073. 10/03 NYS DEPARTMENT OF STATE UNIFORM TIRE PREVENTION AND BUILDING CODE BOARDS OF REVIEW . ALEANY, .NEW YORK 12231 _ (office use only) PETITION • 1. Representatives name, ad4.ress and telephone number: L) c- 1 i-1 s l*'% , �e 4-GH- t T cr'i" rj'l� �$d • l CQ 5 rLv C.1 tZ 1114 1 t}-A 1. ,!4-nG. + 1-r b CZ1 O tl.& 6 z7 M�.PLEz .Ad SAlLA�'ab.A SP�1VJ65 2.. Relationship to the property_ in•question: . IaYLC4+ YTtC-1' 3. Provide the following for the property in question: . A: Street Address: B. County in which located: 3 2<0 5-LI-45 XM A*1. ^V W A i&Zj-- 'J C. City, Village, Town(i£ outside vil.) &Q 5'%Q 2. D. Property pane,. if any: 4. State the name of the real party in interest, the person or firm aggrieved: -p o�c�...A,s � -z-��-Y t�l L.,�.F•2 5. Tax map number of the property in question: 130cl-05-- 1 `3 6. Provide names, addresses and telephone as indicated below. Attach additional sheets if necessary. See instructions for further clarification. A. Property Owner B, Architect or Sng4caex, (if any) 'p6UGL,A5 jk_1 ear 7* AA LUl:-51L P-0C)N35iy -W A-LL AfLc-" 1 T,e, CTCl R_G -4 5`TaN �- "Por l L A Fs 6 Z-7 At A P LQ • NJ •�t�E E Al S�7 rC..Y tJ`} 1 z-8�4 �-�'1-�•��A S p�...l'f� `� ISM l Z�,6G 54$ 21,Z 4199 S11& s84 lest of C. Code Enforcement Agency D. Fiver Fire Mars a and Contact Person e,Tt"1/•E 5 M.) V +t •D�1,1� 1-�-PST �� , 3 L.'b G t l�S P E C, ?y 2 �6�� �-7% c� u�.>;�s R u 2y xy 1 Z b QU ElV S •3 U i2.�/ NY' IZ�o�f 5l8 -761 -76 � BZoS E. Fire Department b Contact Person F. Other Persons or Organizations with an WE 5..,r.. 4 L4---x1 S -fA-%-L-5 Interest in Petition �l ETE2AtJ5 � L,u Z.En,NE )ZDS u E U ►2ZJ 1 z.$o 4- /Irt i V_V_ G o>Z.v a K) ,F I YLG C-u t e-F SIS ZCIz g-z2.to �l Check here if additional sheets are attached for this item. _.__ 2 - 7. Project Description (Check and complete all statements which apply) . A: Building Status, X In planning _ Work in progress started on _ Work completed on — Does not involve construction, alteration or repair B. Building Description (Refer to the listed parts of the Uniform Code: Occupancy Classification (IBC Parts 302-312) : AZ Building Use (IBC Parts 302-312) : l t4 VCnG6 rL S To►ZT S Construction Type (IBC Part 602) : to-z- .39 No.' of Stozies: : Qf,4E - Max. Hei ht• LS Aria of floor with largest area: •) square feet Gross floor area of the entire building: 164 t(o O square feet S. Permit/Compliance Status (Check and/or complete all statements which apply) . 1 A, Building Permit: _ A permit was applied for on / / and a copy of the completed application form 'is attached as exhibit no. _ A permit application was denied on / / , and a copy of the denial is attached as exhibit no. _ A permit was issued,on / / and ar4:�opy 'is attached as exhibit 'no. No formal determination has been 'received on' the application for a permit No permit has been applied for B. Certificate of Occupancy or Compliance (C.O.) : A C.O. was applied for on / / , and a copy is attached as exhibit no:_ A C.O. was denied on / / and a copy is attached as exhibit no. _ _ A C.O. -was issued on / / and a copy is attached as exhibit no. _ _ No formal determination has been received to the application for a C.O. _.V No C.O. was applied for C. Orders or Citations or Denials (Check and complete) 1. A notice, appearance ticket, order or other citation has been issued alleging a violation of the Uniform Code'at the property in question. A copy is attached as exhibit no. X 2. There is no official allegation of a violation of the Uniform-Code involving the property in question, but it appears to the petitioner that there is or may be a violation which is further described below: 9. Indicate if- the petition is an appeal and/or a request for variance. (Check one or both as appropriate. See instructions. for definitions.) Appeal Variance X_ 10. Indicate the specific code sections which are the subject of the �sgpazl-ter variance request. TT41Pz L_ 53"3 L L.6VI q S3 L.•E q l o -7, FW-Q: ALA►M&A s*Y57C-M IQ AcCcaU LJ 1 r14 N:pVAC -72 - 3 - 22. `Variance. (If applying for a variance, check and complete ail statements which apply. If not•seeking a variance,. go to Item 12.) •A variance• from the sections described in Item iQ would 'entail practical difficulties, unnecessary hardship, or would otherwise be unwarranted because strict compliance (check the statements which apply) : ' _ 1, would create 'an excessive and unreasonable economic burden for .the, reasons . stated in exhibit no. 2. would•not• achieve its intended objective for the reasons stated ini exhibit no. _ 3. would inhibit 'achievement-of some other important public policy for the reasons stated in exhibit no. x4. would be physically or legally impracticable for the reasons stated in exhibit no. 3. 5. would be unnecessary in light of alternatives which achieve thq intended y objective or which, without a loss in the level of safety, acSiQve the intended objective more efficiently,•'effectively, or economically alternatives which are described in exhibit no. 3. . would entail a 'change. so slight as to produce a negligible additional benefit consonant with the purpose of the code for the reasons stated in exhibit no. 12. Appeal.. (Complete this item if making an appeal.. If not making an appeal, go to item 13.) A. The following described order or determination, or the. failure to timely make the following described order or determination, or the failure to timely issue the following described permit, authorization or other document is appealed: A copy.of the order or determination is attached as exhibit no. B. The order or determination should be reversed or modified or other relief fashioned so as to do justice between the parties for the reasons stated in exhibit no. _ 13. Documents: (Please note Item 13 of Petition Instructions) Exhibit No. 1 Site Plan Exhibit No. 2 Building Plans Exhibit No. Photographs _ Exhibit No. Documentation of Historic Preservation Exhibit No. - Additional information described as follows 14. If-a site plan or building plans are included, are they- the-same as ones which have been submitted to the code enforcement agency? - ?� Yes No - If no, explain below. 4 - 15. Previous Action Has any previous application for relief related to the subject property been made to this or another board, administrative agency or officer, or court. Yes - If.yes, describe the proceeding and include a copy of .any, determination issued. • -1ireL6WT VIA M1ANCC- .F)"nil 7-0N) N(_. A-rt-p , No PC.J:WJ Yz.o r- rn P L4 N?� i lv Gt . ao 4 (Lp 26. Enclose appropriate fee as per instructions and indicate amount below. Checks should be made payable to the New York State Department of State.- i PETITION FEES ARE NON-REFUNDABLE. I, the petitioner in this proceeding make this application pursuant to 19 NYCRR 1205 and affirm under penalty of perjury that the information furnished by me in support of this application is true and correct to the best of my knowledge. •, Signature y`" DateV7 v L) Ly U C_ I (Please type or print name) Eight copies of the petition form and supporting documentation must be submitted. Mail the material to the Codes Division, NYS Department of State, 41 State Street, Albany, NY 12231. 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 rrr@nycap.rr.com ephall@nycap.rr.com Petition Exhibits Adirondack Sports Complex Exhibit 1 - Site Plan drawing SP-1 Exhibit 2 Rucinski Hall drawings - Overall Plan drawing A-1 - Support Module Plan drawing A-2 Farley Group drawings of the Multi Sports Facility - Floor Plan Layout drawing A-1 -Typical Elevations drawing A-2 Exhibit 3 The Adirondack Sports Facility consists of two cable restrained, double skin, air supported structures, along with a conventionally steel framed and masonry support module. One air supported structure is a multi sport facility, [field sports, golf, tennis, basketball, and baseball batting] [97,200 SF] and the other a tennis and running track facility [59,500 SF]. The support module [7500 SF] contains function rooms, snack bar, offices, toilets and lockers. The total area is 164,200 SF. The tennis/track facility will be a future addition. We have classified the complex as A-4 occupancy and 1113 construction. Although this is a large building, the nature of the activities within will result in a low population. We have estimated the occupancy as follows: Multi sport facility 97,200 SF -soccer— 1 game—players and coaches 30 - casual spectators, standees, 6900 SF/ 50 SFPP 138 alternate, soccer practice -4 practice areas 120 - no spectators 0 -tennis or basketball-8 or 30 30 30 - baseball batting/pitching 12 12 Subtotal 210 162 Tennis Track Facility 59,500 SF -tennis—5 courts @ 4 each - no spectators 20 20 -track— 10,200 SF/50 SFPP 204 204 - other non tennis space—20,200 SF/50 SFPP 404 404 Subtotal 628 628 Support Module 7,500 SF - snack bar—725 SF/ 15 SFPP 48 48 - offices and staff 12 12 -function rooms— 1010 SF/ 15 SFPP 67 67 Subtotal 127 127 TOTAL 965 917 Variances are requested for the height of the multi sports facility, the area of the complex, the travel distances in the multi sports facility, the sprinkler system requirements, and the fire detection system details. Table 503 establishes a height limitation of 55 feet. The height of an air supported structure is a function of the plan dimensions, which in this case at 225'wide requires a height of 68'. The Town of Queensbury Zoning Board has approved a height variance to 75' with the concurrence of the Building Inspector and the Fire Marshal. There is an open area 60'wide with a 20' paved roadway surrounding the complex for fire fighting and emergency vehicles. The open area is serviced by fire hydrants spaced to accommodate hoses of 400' or less in length. We request a variance to 68'. 903.2.1.4 requires an automatic sprinkler system, except in the participant sport areas. We request a variance for the sprinkler system for the "spectator" areas. There is no fixed spectator seating area. Spectators will be primarily friends and family of the participants and will view events from the sidelines of the fields. There is an open area 60' wide with a 20' paved roadway surrounding the complex for fire fighting and emergency vehicles. The open area is serviced by fire hydrants spaced to accommodate hoses of 400' or less in length. The non sports area, the support module, will be sprinklered, and a fire detection and alarm system connected to a central station will be provided throughout. Exits to the exterior are provided throughout the sports areas with travel distances substantially less than the allowable 200'. It is not feasible to install sprinklers in an air supported structure. F2400 does not seem to expect sprinkler systems in membrane structures. 907.2.1 requires a fire detection and alarm system to be in accord with NFPA 72, which requires detectors to be spaced at intervals over the entire area. It is not practicable to do this in an air supported structure. We request a variance from this requirement. Because of the unobstructed curved surface of the structure smoke will rise to the high point. We propose installing smoke detectors at the high point. Since the fan system operates continuously to maintain the air pressure that supports the structure, we also propose installing detectors in the return air ductwork. Pull stations would be provided at each exit. The system will be connected to a central station. 2 Jul J! US 01:32p Doug killer 1518) 753-1493 p.1 Zoning Board of Appeals—Record of Resolution Mown of Queensbury 742 Bay Road Quet-nsbu:y, NY 12804 (518) 761-5238 L:'•RESUL LIT.70NS%_0W4%AV 7-2000 biiaecA*h1a:cF¢ciiiyda: Lewis N. Stone, Chairman Charles A. McNulty, Secretary 192 Lake Parkway 14 Twicwood Lane Lake George, New York 12845 Queensbury,New York 128 34 TO: Doug&Theresa:Miller PROJECT FOR: Doug &Theresa Miller 4 Stone Pine Lane Sherman Avenue Queensbury,NY 12804 Tax Map No.309.05-1-3 The Queensbury Zoning Board of.4ppeais has revie►.ed the following request at tre Mow stated meeting and has resolved the following: Area Variance No, 7-2004, Doug&;Theresa Miller for ar.Athletic Facility on Sherman Ave. Meeting Date: Wednesday, February 25, 2004 Acting Chairman: btr.Charles A.McNuk} Acting Secretary: Mr.James Underwood ZBA Members Present: Mr.M.Nulry,Aft.Underwood,Mr.Urrico, Mrs.Hunt,Mr.Abbate, Mr.Bryant,'Mr.Rigby ZBA'.4:err:Sers Absent: Mr.Stone,Nl-.Hayes Approved_X_ Denied_ Tabled_ Withdrawn_ SEQRA Review [Tabled: applicant has sixty(60 days)to come back with the application] NIOTION TO APPROVE AREA VARIANCE 1tiO, 7-2004 DOUG & TERESA MILLER. Introduced by Joyce Hun:who moved for its adoption, seconded by.Allan Bryan_: Sherman Avenue. The applicant proposes construction of a 116,OOC square. foot dome structure which mould be used as an athletic facility. Relief required. Applicant rzzquests 2& feet of relief from the 50 foot maxinnurn height rNuirement of the RC-15 zone Section 179-4-030. Parc 1 His-..Cry: Town Board Resolution. No. 7;-204 resolved January 26, 2004 Petition to Cb:nge zone fror_t Light Industrial to RC-15. Considering t`te criteria for the Area Variance,whether an undesirable charge will be produ.ed in the character of the neighborhood or a detriment to nearby properties will be created. Considering, the charge in the variance ir,. the height, we have been discussLng that it ,,would not be visible because of the locaticn anc the trees around the project. Whether the benefit sougbt by the applican- may be achieved by som--method feasible for the applicant to pursue other Lhan an Area Va lance? No. There is not, aid accomplish Wti at Page 1 of 2 ApprOV21 of the application means that the applicant can now apply for a Building Permit unless your lards a-e Adirondack Park Jurisdictiocal or other approvals are necessary(such ai reNiew by the Queensbury Planning Board.) wug MJier ;513) 7G3-1493 p.2 Zoning Board of Appeals—Record of Resolution Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8238 Continued resolution: ZBA Klee:i:lg: Wednesday, Februazy 25, 2004 Area Variance NIo. 7-2004,Miller I Athletic Facility he wishes to accomplish. Whether the requested ,V.-a Variance is substantial. I guess it is,but it seems like it's the only solution to this problem. Whether the proposed variance will have an . adverse effect or impact on the physical or environrzen>al conditions in the neighborhood .or district? Well, we have addressed the fact the it will not be visible from any of the immediate areas because of the trees and the setting of the project. N',hether the diffcu tJ is sel-f-created? Well, I suppose it is because it's somethi..rig they want to do,but I would move that we pass Area Variance No. 7-2004. We also stipulate that the devetope_ will maintain the buffer of trees as shown in the plan on all four sides. Duly adopted this 25`h day of February, 2004, by the following vote: AYES: Mr. Underwood, Mr. Abbate,Mr.Rigby,_%Ir.Bryant,Mxs.Hunt, Mr.McNulty NOES: Mr. Urrico Sincerer, Charles A.McNulty,Acting Chainnar. Qacensbury Zoning Board of Appeals LS/sh cc: Jonath=n C. Lapper, Esq. and Stefanie DiLallo Bitter George md Dawn DrelIos Page 2 of 2 Approval of the appiication means that the applicant can now apply for a Building Permit unless your lauds are Adirondack Park Jurisdictional or other approvals are necessa.- (such as review by the Queensbury Planning Board.) A ,f STATE OF NEW FORK DEPARTMENT OF STATE 4 1 STATE STREET ALBANY, NY 1'223 1-000 1 GECRGE E. PATAKI RANDY A. DANIELS GovcnNoa StuKTArrr of STATv UNIFORM CODE BOARD OF REVIEW In the Matter of the Appiicatiori of NOTICE OF APPEARANCE AUl12auD�lG�G Swap-�. c'alep�X . " •► . . S4+-'�YZ-AArA1 Av Petition No. Q0SENsTboy2- j.4y Onder 19 NYCRR 1205 Pursuant to Section 166 of the Executive Law, the undersigned states that he or-she is the at#erAS aaspA, r representative of, and appears in this matter on behalf of, the person named below. The undersigned Is 4+s-rot receiving a fe in connection with this appearance. Signature: Name (print): T? TZ-1Z UG ) ti1SlGt Title: ,A 9-cA#-iTt:GT Address: C1 rJ ,kt-L 4,Ya-c-y-+t TG(=TUfLG7 S A'X-4'7'O G A S'}-YL 1 rd G Co Person represented: A.91 rL.o,,�,tpAC e S-M r'L-TS Ga M P tax -E-CrL'Z-7 Al t LL Gk- Date: 4 a� E - PZ)4 =, L-A. �? NS $Q1z Ivy 1 -Z' 10/03 WWW.DOS.STATE.NY.US E-MAIL: INFOG00S.STATE.NY.US 10/18/2005 18:29 5187928197 WEST GLENS FALLS FIR PAGE 01 West Glens Falls Fire Company # 1 Inc. August 18, 2005 Town of Queensbury Fire Marshals Office 742 Say Road Queensbury, NY 12804 Attn: Michael Palmer Dear Mike, We are in receipt of the letter sent to your office by Rucinski Hall Architecture dated 9/23/05 with regards to the construction of the Adirondack Sports Complex on Upper Sherman Avenue. The last sentence of that letter states "As added safety precautions, a 24 hour fire watch would be maintained for the duration of the event and a fire truck stationed on site". As of October 16, 2005, we have received absolutely no communication from Rucinski Hall Architecture or anyone else affiliated with the construction of this sports complex with regards to our fire department stationing a pieces) of fire apparatus on site during these events. On October 17, 2005, 1 received a call from Doug Miller of the Adirondack Sports Complex with regards to events planned at the sports complex. During our telephone conversation, I informed Mr. Miller that it was Impossible for our department to station ANY fire apparatus for the prolonged duration that is required for their events. I did however offer assistance with regards to future fire safety Issues and the availability of our fire safety trailer for any scheduled event at the complex. Mic �a�e[ Gorddone Chief West Glens Falls Fire Dept. (518) 361-1262 Jeff St. John 1st Assistant Chief West Glens Falls Fire (618) 361-1431 33 Luzerne Road Queensbury, NY 12804 Station 1 - 792-8144 Station 2 - 793-1121 TOWN OF QUEENSBURY 42 Batt Road; Queensbury, NV. 12804-;;902 l 0 1/12/2006 � q Adirondack Sports Complex 326 Sherman Avenue Queensbury NY 12804 Attn: Mr. Doug Miller Re:non sporting events Dear Mr. Miller, My letter is to address the remaining items required by variance, to hold events other than sporting events, at the The Dome. I have received several calls here at the office regarding the requirements to hold such events, and I have received information directly from one boating association, that there show is already booked. I am trying to prevent any last minute problems . At the present time, the following items still must be submitted and approved by this office: 1) Provisions for a 24 hour fire watch during such events. 2) Standpipe system in accordance with NFPA 14, equipped with spray nozzles to cover the entire floor area. I will need specs. For the equipment supplied for review, and a test of the equipment will be required. 3) A voice communication must be provided to alert occupants of an emergency or fire 4) The occupant load must be posted and maintained at =/> 250 persons. Please contact me at 761 8206 with any questions or comments. Respectfully, Michael J Palmer Fire Marshal Town of Queensbury Cc: Michael Gordon, Chief West Glens Falls Dave Hatin, Town of Queensbury Building and Codes " Home of Natural Beauty ... A Good Place to Live " TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: ,Dave Hafin, File 2005 519 From: Michael J Palmer, Fire Marshal Date: Dec. 22nd,2005r Re: Adirondack Sports Complex I am in receipt of the variance determination for the above complex, petition number 2005- 0690, and the following conditions are still open issues; 1)procedure for and approval of 24 hour fire watch requirements 2) Specifications and ratings, as well as witness operation of proposed standpipe system per NFPA14 3) There are no plans submitted to date for a voice communication system, and provisions have not been made in the dome for such. I realize these provisions apply to non-sporting activities, however spring is not far off, and this office is already receiving calls related to boat and RV shows at the facility. Michael J Palmer, Fire Marshal 742 Bay Road Queensbury, NY 12804 518.761.8206 - {iremarsh alR@queensburu net (: L TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To Dave Haiin, Mile 2005 557 y'S From: MJ Palmer, Fire Marshal Date: Sept.23,2005 Re: Adir. Sports complex support Bldg I have reviewed the submittals of 9/20/2005, and have the following comments: 1)Sprinkler plans are ok 2) Supply drawings for Ansul system when available Respectfully, Michael J Palmer Fire Marshal Michael J Palmer,Fire Marshal 742 Bay Road Queensbury,NY 12804 518.761.8206- -flreittarshal@queensbury.net TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin From: Steve Smith Date: July 18, 2005 Re: Plan Review Comments—Adirondack Sports Complex 2005-519 I have reviewed the submitted drawings, and have the following comments: • Flame retardant certification required for dome fabric per 2406.1 FCNY ejG,c; • Manual & automatic fire alarm system required per 907.2.1 BCNY(`A30ccupancy) • Permanent `No Smoking' signs required per 2406.5 FCNY • Exception to 903.2.1.4 BCNY applies, so sprinkler system is not required • Exit/emergency lighting appears acceptable, combo packs at each door • Fire extinguisher placement to be determined later I TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT �s Tadjer-Cohen-Edelson Associates, Inc. Consulting Structural Engineers ADIRONDACK SPORTS COMPLEX AIR SUPPORTED STRUCTURE FOR MULTI-USE QUEENSBURY9 NEW YORK STRUCTURAL COM PUTATIO NS i y'✓ �� �'' ;` TCE Project#205249.00 Tadjer-Cohen-Edelson Associates,Inc. Consulting Structural Engineers Silver Spring,Maryland U5g9q `�� July 5,2005 pts1° Z r 2 se a • aa� 2s� �° ' t(,4x _LT 2� t/0- 7 boo ; 2 -� � (� c ' ��►-��� �w� �S 310.S 3 2' L �5 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: - June 8,2005 Structure Geometry Width (W): 225 feet 0 inches = 68.58 metres Height (H): = 68 feet inches = 20.726 metres Length (L): = 432 feet I 0 inches = 131.674 metres Aspect Ratio =H/W = 0.3022 Angle of Fabric Attachment(A) =2'arctan(2H/W) = 62.298 degrees Enclosed Angle of Structure = 124.601 degrees Radius (R): _(4H^2+W^2)/(8H) = 127 feet 0.75 inches = 38.728 metres Arc Length of Fabric (AL):_(2)(pi)(R)(Ay180 = 276 feet 4 inches = 84.222 metres Vertical Reactions Due to External Wind Load Local Basic Wind Speed(3-second gust)IBC Figure 1609 = 90 mph = 144.8 kph Fastest Wind Speed to Use (V) = 80 mph = 128.7 kph Resulting Dynamic Wind Pressure = 16.729 psf = 0.801 kPa Wind Exposure Category =©open terrain with few obstructions,having heights less than 30 feet,up to 1,500 feet away. Importance Factor (Iw) In Hurricane Area- no = 1.150 User Defined Importance Factor(Leave Blank if not Needed) =0 Velocity Pres.Exp.Coefficient (Kz) = 1.240 Wind Pressure Coefficients'C'-ASI-77,Figure 3 Windward Quarter. =1.4 H/W = 0.4231 Leeward Quarter. _-0.5 = -0.5000 Centre Half: _-(H/W+0.7) _ -1.0022 Determine Design Wind Pressures For The 3 Wind Zones (Qz)Design Wind Loading =0.00256'(Kz)'(I V)^2 = 26.868 psf = 1.29 kPa Windward Quarter. =0.4231 x 26.868 = 11.3679 psf = 0.54 kPa Leeward Quarter. _-0.5 x 26.868 = -13.4340 psf = -0.64 kPa Centre Half. _-1.0022 x 26.868 = -26.9271 psf = -1.29 kPa Determine Encompassing Angles of 3 Wind Zones Windward Side: 27.7 degrees to 58.85 degrees = 31.15 degrees range Leeward Side: 121.151 degrees to 152.301 degrees = 31.15 degrees range Centre Half: 58.85 degrees to 121.151 degrees = 62.301 degrees range 124.601 degrees total Page 1 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Determine Total Vertical Uplift Load on Grade Beam Due to Wind Vn=(P)'(R)'(-cos(angle)) Windward Side: =(11.368) (127.06)'(-cos(27.7 to 58.85)) = -531.706 Ibs/ft Leeward Side: =(-13.434)'(127.06)'(-cos(121.151 to 152.301)) = 628.332 Ibs/f: Centre Half: =(-26.927)'(127.06)'(-cos(58.85 to 121.151)) = 3539.663 Ibs/ft TOTAL VERTICAL UPLIFT DUE TO WIND:La= 3636.289 Ibs/ft Determine Minimum Inflation Pressure User Defined Minimum Pressure = 7.940 psf = 1.527 "w.c. Check Folding Stability Windward pressure coefficient: Cw= 0.4231 Windward Vertical Height: Hw=R'(sin(58.85)-sin(27.7)) = 49.677 feet = 15.142 metres Mean Height; Havg=windward vertical height/2 = 24.839 feet = 7.571 metres Velocity ratio at average windward height = 0.983 (ASI-77 Figure 17) Velocity at average height 24.839 ft is 78.640 mph Velocity Pressure(Qi) =0.00256'(Kz)'(I V)12 =0.00256'(1.24)'(1.15'78.64)"2 = 25.962 psf = 1.24 kPa Folding Pressure =(Cw)'(Qi) = 10.985 psf = 0.53 kPa Minimum Design Inflation Pressure = 10.985 psf = 2.11 "w.c. Determine Vertical Uplift Load on Grade Beam Due to Inflation Loads (Lp)Vertical Uplift Load =2'(Inflation Pressure)"(R) =2'(10.985)'(127.06) = 2791.516 Ibs/ft TOTAL UPLIFT DUE TO INFLATION PRESSURE:Lp= 2791.516 Ibs/ft Determine Total Vertical Uplift Load on Grade Beam (Lt)Total Uplift Load =Uplift Load Due to Wind(La)+Uplift Load Due to Inflation(Lp) =(3636,289)+(2791.516) = 6427.805 Ibs/ft Total Uplift On Grade Beam per Side-S (S)Grade Beam Uplift =(Lty2 =(6427.805)/2 = 3213.903 Ibs/ft TOTAL DESIGN UPLIFT ON GRADE BEAM:S= 3213.903 Ibs/ft per side Page 2 z 47 -4-- v Ave ! r o Lam` LL , j ID JA._ - 172� YZ� Cj Cd'414.P re�4 6.1 /aL N! i i r•+/ Qx, 2-0 L /7 at� S= 2G ' ) p /oo /If�wk Ir6 � e-er5 G"or fC Af)y 4E: 56 t ,► r1n s� Z,lJ"O 1 ' Z� /ao� � Ad we . l ° ova f o g Lo- ¢1T) G 2c� 8 -fit) pas.., Yur-S. 2 4 60 G v: <2- L,I L, Z rn ZJ 7'u.r u ca, A -A L)�/ S9 or-.—C 7-A 17 IQ 5 ^n:P—an &Y ..h*-� E �s -7')n-Lm- Go YJ Sr-5 YtCGTi o t-� — M,-ky u N to 4ykcAr . t ;z S )onI m ly- o f G`o ohs 1 Y1,C kLrA- r2.4 s V stvt, Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Structure Geometry Width (W): 225 feet 0 inches = 68.58 metres Height (H): 68 feet 0 inches = 20.726 metres Length (L): = 432 feet 0 inches = 131.674 metres Aspect Ratio =HAN = 0.3022 Angle of Fabric Attachment(A) =2*arctan(2H/W) = 62.298 degrees Enclosed Angle of Structure = 124.601 degrees Radius (R): =(4H^2+W^2)/(8H) = 127 feet 0.75 inches = 38.728 metres Arc Length of Fabric (AL): =(2)(pi)(R)(A)/180 = 276 feet 4 inches = 84.222 metres Vertical Reactions Due to External Wind Load Local Basic Wind Speed(3-second gust)IBC Figure 1609 = 90 mph = 144.8 kph Fastest Wind Speed to Use (V) = 80 mph = 128.7 kph Resulting Dynamic Wind Pressure = 16.729 psf = 0.801 kPa Wind Exposure Category =©Open terrain with few obstructions,having heights less than 30 feet,up to 1,500 feet away. Importance Factor (Iw) In Hurricane Area- no = 1.150 User Defined Importance Factor(Leave Blank if not Needed) Velocity Pres. Exp.Coefficient (Kz) = 1.240 Wind Pressure Coefficients'C'-ASI-77,Figure 3 Windward Quarter: =1.4 HAN = 0.4231 Leeward Quarter: =-0.5 = -0.5000 Centre Half: =-(H/W+0.7) = -1.0022 Determine Design Wind Pressures For The 3 Wind Zones (Qz)Design Wind Loading =0.00256*(Kz)*(I V)12 = 26.868 psf = 1.29 kPa Windward Quarter: =0.4231 x 26.868 = 11.3679 psf = 0.54 kPa Leeward Quarter: =-0.5 x 26.868 = -13.4340 psf = -0.64 kPa Centre Half: =-1.0022 x 26.868 = -26.9271 psf = -1.29 kPa Determine Encompassing Angles of 3 Wind Zones Windward Side: 27.7 degrees to 58.85 degrees = 31.15 degrees range Leeward Side: 121.151 degrees to 152.301 degrees = 31.15 degrees range Centre Half: 58.85 degrees to 121.151 degrees = 62.301 degrees range 124.601 degrees total Page 1 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Determine Total Vertical Uplift Load on Grade Beam Due to Wind Vn=(P)*(R)*(-cos(angle)) Windward Side: =(11.368)*(127,06)`(-cos(27.7 to 58.85)) = -531.706 Ibs/ft Leeward Side: =(-13.434)*(127.06)*(-cos(121.151 to 152.301)) = 628.332 Ibs/ft Centre Half: =(-26.927)*(127.06)*(-cos(58.85 to 121.151)) = 3539.663 Ibs/ft TOTAL VERTICAL UPLIFT DUE TO WIND:La= 3636.289 Ibs/ft Determine Minimum Inflation Pressure User Defined Minimum Pressure = 7.940 psf = 1.527 "w.c. Check Folding Stability Windward pressure coefficient: Cw= 0.4231 Windward Vertical Height: Hw=R*(sin(58.85)-sin(27.7)) = 49.677 feet = 15.142 metres Mean Height: Havg=windward vertical height/2 = 24.839 feet = 7.571 metres Velocity ratio at average windward height = 0.983 (ASI-77 Figure 17) Velocity at average height 24.839 ft is 78.640 mph Velocity Pressure(Qi) =0.00256*(Kz)*(I V)^2 =0.00256*(1.24)*(1.15*78.64)^2 = 25.962 psf = 1.24 kPa Folding Pressure =(Cw)*(Qi) = 10.985 psf = 0.53 kPa Minimum Design Inflation Pressure = 10.985 psf = 2.11 "w.c. Determine Vertical Uplift Load on Grade Beam Due to Inflation Loads (Lp)Vertical Uplift Load =2`(Inflation Pressure)*(R) =2`(10.985)*(127.06) = 2791.516 Ibs/ft TOTAL UPLIFT DUE TO INFLATION PRESSURE:Lp= 2791.516 Ibs/ft Determine Total Vertical Uplift Load on Grade Beam (Lt)Total Uplift Load =Uplift Load Due to Wind(La)+Uplift Load Due to Inflation(Lp) =(3636.289)+(2791.516) = 6427.805 Ibs/ft Total Uplift On Grade Beam per Side-S (S)Grade Beam Uplift =(Lt)/2 =(6427.805)/2 = 3213.903 Ibs/ft TOTAL DESIGN UPLIFT ON GRADE BEAM:S= 3213.903 Ibs/ft per side Page 2 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Determine Total Horizontal Load on Grade Beam Due to Wind and Inflation Hn=(P)*(R)*(sin(angle)) Windward Side: =(11.368)'(127.06)*(sin(27.7 to 58.85)) = -564.727 Ibs/ft Leeward Side: =(-13.434)*(127.06)*(sin(121.151 to 152.301)) = -667.376 Ibs/ft Centre Half: =(-26.927)*(127.06) (sin(58.85 to 90.000)) = 493.306 Ibs/ft Inflation: =(10.985)'(127.06)'(sin(27.7 to 90.000)) = -746.951 Ibs/ft Horizontal Load on Windward Side Hw=-(-564.727)-(493.306)+(-746.951) = -675.530 Ibs/ft Horizontal Load on Leeward Side Hw=(-667.376)-(493.306)+(-746.951) = -1907.633 Ibs/ft Average Horizontal Load on Grade Beam Havg=((-675.53)+(-1907.633))/2 = -1291.582 Ibs/ft Design Loads on Grade Beam TOTAL DESIGN VERTICAL LOAD= 3213.9 Ibs/ft per side TOTAL DESIGN HORIZONTAL LOAD= 1291.6 Ibs/ft per side Page 3 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Grade Beam Air Structure Design Loads Total Vertical Uplift S= 3213.90 Ibs/ft per side Total Horizontal Load Havg= 1291.60 Ibs/ft per side Inflation Uplift Load Lp/2= 1395.76 Ibs/ft per side External Wind Uplift La/2= 1818.14 Ibs/ft per side Concrete and Soil Properties Concrete Density = 150.00 pcf Soil Density = 120.00 pcf Ko = 0.50 Kp = 2.00 Angle of Repose = 30.00 degrees Standard Grade Beam Design Grade Beam Width 32.00 inches Beam Depth Above Grade Exterior Side =1 6.00 inches Beam Depth Above Grade Interior Side = 0.00 inches Beam Depth Below Grade Exterior Side = 58.00 inches Beam Depth Below Grade Interior Side = 64.00 inches Total Beam Depth = 64.00 inches Grade Beam Weight (Wc) = (width)*(total depth)*(concrete density) = (32/12) (64/12)*(150) = 2133.33lbs/ft Soil Weight (Ws) =tan(repose)*((depth below ext)A2/2+(depth below int)A212)'(soil density) = tan(30)*((58/12)A2/2+(64112)A2/2)*(120) = 1794.60lbs/ft Total Grade Beam Resistance (Wr) = (Wc)+(Ws) = 3927.93lbs/ft Factor of Safety Against Uplift = Wr/S =3927.93/3213.9 =1.222 Determine Horizontal Factor of Safety Horizontal Resistance (Hr) = (0.5)`(depth of beam below grade int)A2*(Kp)*(soil density) = (0.5)'(64/12)12*(2)*(120) = 3413,33lbs/ft Factor of Safety Against Sliding = Hr/Haug =3413.33/1291.6 =2.643 Page 4 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Grade Beam Air Structure Design Loads CORNERS(62ft from corner along sides&58ft from corner along ends) Total Vertical Uplift S= 1928.34 Ibs/ft per side 60%of stress calculated in cable bays Total Horizontal Load Havg= 774.96 Ibs/ft per side 60%of stress calculated in cable bays Inflation Uplift Load Lp/2= 1395.76 Ibs/ft per side External Wind Uplift La/2= 1818.14 Ibs/ft per side Concrete and Soil Properties Concrete Density =1 150.00 pcf Soil Density = 120.00 pcf Ko = 0.50 Kp = 2.00 Angle of Repose = 30.00 degrees Standard Grade Beam Design Grade Beam Width 32.00 inches Beam Depth Above Grade Exterior Side =1 6.00 inches Beam Depth Above Grade Interior Side =1 0.00 inches Beam Depth Below Grade Exterior Side = 48.00 inches Beam Depth Below Grade Interior Side = 54.00 inches Total Beam Depth = 54.00 inches Grade Beam Weight (Wc) = (width)*(total depth)*(concrete density) = (32/12)*(54/12)*(150) = 1800.00lbs/ft Soil Weight (Ws) =tan(repose)*((depth below ext)^2/2+(depth below int)^2/2)*(soil density) =tan(30)*((48/12)^2/2+(54/12)^2/2)*(120) = 1255.74lbs/ft Total Grade Beam Resistance (Wr) = (Wc)+(Ws) = 3055.74lbs/ft Factor of Safety Against Uplift = Wr/S =3055.74/1928.34 =1.585 Determine Horizontal Factor of Safety Horizontal Resistance (Hr) = (0.5)*(depth of beam below grade int)^2*(Kp)*(soil density) = (0.5)*(54/12)^2*(2)*(120) = 2430.00lbs/ft Factor of Safety Against Sliding = Hr/Havg =2430/774.96 =3.136 Page 4 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Air Structure Membrane Design Barrel Fabric Type =71"Wide Shelter-Rite 8028 Opaque(TEDLAR)WHITE Barrel Fabric Strip Tensile Strength = 515.00 Ibs/in ----> = 6180 Ibs/ft End Fabric Type =71"Wide Shelter-Rite 8028 Opaque(TEDLAR)WHITE End Fabric Strip Tensile Strength = 515.00 Ibs/in ----> = 6180 Ibs/ft End Max H/W Ratio = 0.4975 Calculated Number of BES = 15.59 H/W Ratio of Calc BES = 0.5062 Barrel Fabric Width 71.00 inches = 1803.4 mm End Fabric Width I 71.00 inches = 1803.4 mm Barrel Weld Width 1.50 inches use 3.00 inches = 76.2 mm End Weld Width 1.50 inches use 3.00 inches = 76.2 mm Barrel Seam Width = 68.00 inches = 1727 mm End Seam Width = 68.00 inches = 1727 mm Number of BES = 14 Manual Overide= 14 Number of Quarter Panels = 13 End Width(Double QP) = 145.67 feet = 44.399 metres End H/W Ratio = 0.4668 BES Width = 79.33 feet = 24.181 metres Barrel Length = 286.33 feet = 87.275 metres Number of Barrels = 51 Check Stress Along Fabric Membrane(BARRELS) Total Vertical Uplift S= 3213.90 Ibs/ft per side Total Horizontal Load Havg= 1291.60 Ibs/ft per side Angle of Fabric Attachment(A) A= 62.298 degrees Stress Along Fabric(So=(S)/(sin(A)) = 3629.977 Ibs/ft ----> = 302.5 Ibs/inch Fabric Factor of Safety = (515)/(302.5) 1.70 RECOMMEND USING RETENTION CABLES FOR THIS DOME Page 5 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 71VI3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Calculate Tension for Barrel Cables Cable Spacing = 14 feet inches = 4.267 metres Design Wind Loading(Qz) = 26.868 psf Wind Coefficients Windward Quarter:(Qw) = 0.4231 Leeward Quarter:(QI) = 0.5000 Centre Half:(Qc) = 1.0022 Design Inflation Pressure(Pi) = 10.985 psf Calculated Cable Force (Tc) = 47491 Ibs Check Fabric Stress Between Cables Optimum Rise Between Cables d= 0.91719 ft = 0.280 m Radius of Curvature for Optimum Rise R= 27.1681 ft = 8.281 m Longitudinal Fabric Stress Of= 1030 Ibs/ft Fabric Factor of Safety = 6.00 MANUAL Factor of Safety Arc Length of Fabric AL= 14 ft 2 in = 4.316 m Design Check(Extra Fabric Req.Between Cables) Okay 2.00 in Determine Cable Size to Use Nominal Strength Safety Factor Okay to Use 1/2"dia.Wire Rope(6x25 IWRC) = 24000 Ibs ----> 0.51 5/8"dia.Wire Rope(6x25 IWRC) = 39000 Ibs ----> 0.82 3/4"dia.Wire Rope(6x25 IWRC) = 57000 Ibs ---> 1.20 7/8"dia.Wire Rope(6x25 IWRC) = 70000 Ibs ----> 1.47 1"dia.Wire Rope(6x25 IWRC)IPS TYPE = 113000 Ibs ----> 2.38 YES <----USE THIS SIZE 1 1/8"dia.Wire Rope(6x25 IWRC) = 130000 Ibs ----> 2.74 YES 1 1/4"dia.Wire Rope(6x25 IWRC) = 159000 Ibs ----> 3.35 YES Calculated Number of Barrel Cables = 22 Number to Use= 22 Page 6 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Calculate Tension for End Cables Cable Spacing = 18 feet inches = 5.466 metres Design Wind Loading(Qz) = 26.868 psf Wind Coefficients Using H/W Ratio of End Design Windward Quarter:(Qw) = 0.6536 Leeward Quarter:(QI) = 0.5000 Centre Half:(Qc) = 1.1669 Design Inflation Pressure(Pi) = 10.985 psf Note:End Cable Force calculated using 60%wind loading as most Calculated Cable Force (Tc) = 46589 Ibs stresses taken by barrels Check Fabric Stress Between Cables Optimum Rise Between Cables d= 1.257125 ft = 0.383 m Radius of Curvature for Optimum Rise R= 32.84023 ft = 10.010 m Longitudinal Fabric Stress Of= 1030 Ibs/ft Fabric Factor of Safety = 6.00 MANUAL Factor of Safety= 6.00 Arc Length of Fabric AL= 18 ft 3 in 5.557 m Design Check(Extra Fabric Req.Between Cables) Okay 3.00 in Determine Cable Size to Use Nominal Strength Safety Factor Okay to Use 1/2"dia.Wire Rope(6x25 IWRC) = 24000 Ibs ----> 0.52 5/8"dia.Wire Rope(6x25 IWRC) = 39000 Ibs ----> 0.84 3/4"dia.Wire Rope(6x25 IWRC) = 57000 Ibs ----> 1.22 7/8"dia.Wire Rope(6x25 IWRC) = 70000 Ibs ----> 1.50 V dia.Wire Rope(6x25 IWRC)IPS TYPE = 113000 Ibs ----> 2.43 YES <----USE THIS SIZE 1 1/8"dia.Wire Rope(6x25 IWRC) = 130000 Ibs -> 2.79 YES 1 1/4"dia.Wire Rope(6x25 IWRC) = 159000 Ibs -> 3.41 YES Calculated Number of Barrel Cables = 6 Number to Use=© Page 7 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Determine Total Horizontal Load on Grade Beam Due to Wind and Inflation Hn=(P)'(R)•(sin(angle)) Windward Side: =(11.368)'(127.06) (sin(27.7 to 58.85)) = -564.727 Ibs/ft Leeward Side: =(A3.434)•(127.06)'(sin(121.151 to 152.301)) = -667.376 Ibs/ft Centre Half: =(-26.927)•(127.06)•(sin(58.85 to 90.000)) = 493.306 Ibs/ft Inflation: =(10.985)•(127.06)•(sin(27.7 to 90.000)) = -746.951 Ibs/ft Horizontal Load on Windward Side Hw=-(-564.727)-(493.306)+(-746.951) = -675.530 Ibs/ft Horizontal Load on Leeward Side Hw=(-667.376)-(493.306)+(-746.951) = -1907.633 Ibs/ft Average Horizontal Load on Grade Beam Havg=((-675.53)+(-1907.633))/2 = -1291.582 Ibs/ft Design Loads on Grade Beam TOTAL DESIGN VERTICAL LOAD= 3213.9 Ibs/ft per side TOTAL DESIGN HORIZONTAL LOAD= 1291.6 Ibs/ft per side Page 3 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Grade Beam Air Structure Design Loads Total Vertical Uplift S= 3213.90 Ibs/ft per side Total Horizontal Load Havg= 1291.60 Ibs/ft per side Inflation Uplift Load Lp/2= 1395.76 Ibs/ft per side External Wind Uplift La/2= 1818.14 Ibs/ft per side Concrete and Soil Properties Concrete Density = 150.00 pcf Soil Density = 120.00 pcf Ko = 0.50 Kp = 2.00 Angle of Repose =F 30.00 degrees Standard Grade Beam Design Grade Beam Width 32.00 inches Beam Depth Above Grade Exterior Side = 6.00 inches Beam Depth Above Grade Interior Side =1 0.00 inches Beam Depth Below Grade Exterior Side = 58.00 inches Beam Depth Below Grade Interior Side = 64.00 inches Total Beam Depth = 64.00 inches Grade Beam Weight (Wc) _(width) (total depth)'(concrete density) _(32/12)'(64112)'(150) = 2133.33lbs/ft Soil Weight (Ws) =tan(repose)'((depth below ext)A2/2+(depth below int)A2/2)'(soil density) =tan(30)'((58/12)A2/2+(64/12)A2/2)'(120) = 1794.60lbs/ft Total Grade Beam Resistance (Wr) _(Wc)+(Ws) = 3927.93lbs/ft Factor of Safety Against Uplift =Wr/S =3927.93/3213.9 =1.222 Determine Horizontal Factor of Safety Horizontal Resistance (Hr) _(0.5)'(depth of beam below grade int)A2'(Kp)'(soil density) _(0.5)'(64/12)A2'(2)'(120) = 3413.33lbs/ft Factor of Safety Against Sliding =Hr/Havg =3413.33/1291.6 =2.643 Page 4 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Grade Beam Air Structure Design Loads CORNERS(62ft from comer along sides&58ft from corner along ends) Total Vertical Uplift S= 1928.34 Ibs/ft per side 60%of stress calculated in cable bays Total Horizontal Load Havg= 774.96 Ibs/ft per side 60%of stress calculated In cable bays Inflation Uplift Load Lp/2= 1395.76 Ibs/ft per side External Wind Uplift La/2= 1818.14 Ibs/ft per side Concrete and Soil Properties Concrete Density = 150.00 pcf Soil Density =1 120.00 pcf Ko = 0.50 Kp = 2.00 Angle of Repose = 30.00 degrees Standard Grade Beam Design Grade Beam Width F___32_._0_0J inches Beam Depth Above Grade Exterior Side =1 6.00 inches Beam Depth Above Grade Interior Side =1 0.00 inches Beam Depth Below Grade Exterior Side = 48.00 inches Beam Depth Below Grade Interior Side = 54.00 inches Total Beam Depth = 54.00 inches Grade Beam Weight (Wc) =(width) (total depth)"(concrete density) =(32/12)"(54/12)"(150) = 1800.00lbs/ft Soil Weight (Ws) =tan(repose)"((depth below ext)A2/2+(depth below int)A2/2)'(soil density) =tan(30)'((48/12)A2/2+(54/12)A2/2)"(120) = 1255.74Ibs/ft Total Grade Beam Resistance (Wr) =(Wc)+(Ws) - = 3055.74lbs/ft Factor of Safety Against Uplift =Wr/S =3055.74/1928.34 =1.585 Determine Horizontal Factor of Safety Horizontal Resistance (Hr) =(0.5)'(depth of beam below grade int)A2"(Kp)'(soil density) =(0.5)'(54/12)A2"(2)'(120) = 2430.00lbs/ft Factor of Safety Against Sliding =Hr/Havg =2430 1774.96 =3.136 i Page 4 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Air Structure Membrane Design Barrel Fabric Type =71"Wide Shelter-Rite 8028 Opaque(TEDLAR)WHITE Barrel Fabric Strip Tensile Strength = 515.00 Ibs/iin --> = 6180 Ibs/ft End Fabric Type =71"Wide Shelter-Rite.8028 Opaque(TEDLAR)WHITE End Fabric Strip Tensile Strength = 515.00 Ibs/in -> = 6180 Ibs/ft End Max H/W Ratio = 0.4975 Calculated Number of BES = 15.59 H/W Ratio of Calc BES = 0.5062 Barrel Fabric Width 71.00 inches = 1803.4 mm End Fabric Width =1 71.00 inches = 1803.4 mm Barrel Weld Width =1 1.50 inches use 3.00 inches = 76.2 mm End Weld Width =1 1.50 inches use 3.00 inches = 76.2 mm Barrel Seam Width = 68.00 inches = 1727 mm End Seam Width = 68.00 inches = 1727 mm Number of BES = 14 Manual Overide= 14 Number of Quarter Panels = 13 End Width(Double QP) = 145.67 feet = 44.399 metres End H/W Ratio = 0.4668 BES Width = 79.33 feet = 24.181 metres Barrel Length = 286.33 feet = 87.275 metres Number of Barrels = 51 Check Stress Along Fabric Membrane(BARRELS) Total Vertical Uplift S= 3213.90 Ibs/ft per side Total Horizontal Load Havg= 1291.60 Ibs/ft per side Angle of Fabric Attachment(A) A= 62.298 degrees Stress Along Fabric(So=(S)/(sin(A)) = 3629.977 Ibs/ft --> = 302.5 Ibs/inch Fabric Factor of Safety =(515)1(302.5) 1.70 RECOMMEND USING RETENTION CABLES FOR THIS DOME Page 5 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Calculate Tension for Barrel Cables Cable Spacing = 14 feet inches = 4.267 metres Design Wind Loading(Qz) = 26.868 psf Wind Coefficients Windward Quarter.(Qw) = 0.4231 Leeward Quarter.(QI) = 0.5000 Centre Half.(Qc) = 1.0022 Design Inflation Pressure(Pi) = 10.985 psf Calculated Cable Force (Tc) = 47491 Ibs Check Fabric Stress Between Cables Optimum Rise Between Cables d= 0.91719 ft 0.280 m Radius of Curvature for Optimum Rise R= 27.1681 ft 8.281 m Longitudinal Fabric Stress Of= 1030 Ibs/ft Fabric Factor of Safety = 6.00 MANUAL Factor of Safety= 6.00 Arc Length of Fabric AL= 14 ft 2 in = 4.316 m Design Check(Extra Fabric Req.Between Cables) Okay 2.00 in Determine Cable Size to Use Nominal Strength Safety Factor Okay to Use 1/2"dia.Wire Rope(6x25 IWRC) = 24000 Ibs -> 0.51 - 5/8"dia.Wire Rope(6x25 IWRC) = 39000 Ibs 0.82 - 3/4"dia.Wire Rope(6x25 IWRC) = 57000 Ibs 1.20 - 7/8"dia.Wire Rope(6x25 IWRC) = 70000 Ibs --> 1.47 - 1"dia.Wire Rope(6x25 IWRC)IPS TYPE = 113000 Ibs 2.38 YES <----USE THIS SIZE 1 1/8"dia.Wire Rope(6x25 IWRC) = 130000 Ibs -> 2.74 YES 1 1/4"dia.Wire Rope(6x25 IWRC) = 159000 Ibs 3.35 YES Calculated Number of Barrel Cables = 22 Number to Use= 22 Page 6 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: June 8,2005 Calculate Tension for End Cables Cable Spacing = 18 feet inches = 5.486 metres Design Wind Loading(Qz) = 26.868 psf Wind Coefficients Using H/W Ratio of End Design Windward Quarter.(Qw) = 0.6536 Leeward Quarter.(QI) = 0.5000 Centre Half:(Qc) = 1.1669 Design Inflation Pressure(Pi) = 10.985 psf Note:End Cable Force calculated using 60%wind loading as most Calculated Cable Force (Tc) = 46589 lbs stresses taken by barrels Check Fabric Stress Between Cables Optimum Rise Between Cables d= 1.257125 ft 0.383 m Radius of Curvature for Optimum Rise R= 32.84023 ft 10.010 m Longitudinal Fabric Stress Of= 1030 ibs/ft Fabric Factor of Safety = 6.00 MANUAL Factor of Safety Arc Length of Fabric AL= 18 ft 3 in 5.557 m Design Check(Extra Fabric Req.Between Cables) Okay 3.00 in Determine Cable Size to Use Nominal Strength Safety Factor Okay to Use 1/2"dia.Wire Rope(6x25 IWRC) = 24000 Ibs -> 0.52 - 5/8"dia.Wire Rope(6x251WRC) = 39000 Ibs --> 0.84 - 3/4"dia.Wire Rope(6x25 IWRC) = 57000 Ibs > 1.22 - 7/8"dia.Wire Rope(6x25 IWRC) = 70000 Ibs --> 1.50 - 1"dia.Wire Rope(6x25 IWRC)IPS TYPE = 113000 lbs --> 2.43 YES <----USE THIS SIZE 1 1/8"dia.Wire Rope(6x25 IWRC) = 130000 ibs -> 2.79 YES 1 1/4"dia.Wire Rope(6x25 IWRC) = 159000 Ibs --> 3.41 YES Calculated Number of Barrel Cables = 6 Number to Use=© Page 7 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: July 5,2005 Structure Geometry Width (W): = 225 feet inches = 68.58 metres Height (H): 68 feet 0 inches = 20.726 metres Length (L): 432 feet 0 inches = 131.674 metres Aspect Ratio =H/W = 0.3022 Angle of Fabric Attachment(A) =2'arctan(2H/W) = 62.298 degrees Enclosed Angle of Structure = 124.601 degrees Radius (R): =(4HA2+WA2)/(8H) = 127 feet 0.75 inches = 38.728 metres Arc Length of Fabric (AL):=(2)(pi)(R)(A)/180 = 276 feet 4 inches = 84.222 metres Vertical Reactions Due to External Wind Load Local Basic Wind Speed(3-second gust)IBC Figure 1609 = 90 mph = 144.8 kph Fastest Wind Speed to Use (V) = 80 mph = 128.7 kph Resulting Dynamic Wind Pressure = 16.729 psf = 0.801 kPa Wind Exposure Category =©Open terrain with few obstructions,having heights less than 30 feet,up to 1,500 feet away. Importance Factor (Iw) In Hurricane Area- no - 1.150 User Defined Importance Factor(Leave Blank if not Needed) Velocity Pres.Exp.Coefficient (Kz) = 1.240 Wind Pressure Coefficients'C'-ASI-77,Figure 3 Wndward Quarter: =1.4 H/W = 0.4231 Leeward Quarter: =-0.5 = -0.5000 Centre Half: =-(H/W+0.7) = -1.0022 Determine Design Wind Pressures For The 3 Wind Zones (Qz)Design Wind Loading =0.00256'(Kz)'(I V)A2 = 26.868 psf = 1.29 kPa Windward Quarter: =0.4231 x 26.868 = 11.3679 psf = 0.54 kPa Leeward Quarter: =-0.5 x 26.868 = -13,4340 psf = -0.64 kPa Centre Half: =-1.0022 x 26.868 = -26.9271 psf = -1.29 kPa Determine Encompassing Angles of 3 Wind Zones Windward Side: 27.7 degrees to 58.85 degrees = 31.15 degrees range Leeward Side: 121.151 degrees to 152.301 degrees = 31.15 degrees range Centre Half: 58.85 degrees to 121.151 degrees = 62.301 degrees range 124.601 degrees total Page 1 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: July 5,2005 Determine Total Vertical Uplift Load on Grade Beam Due to Wind Vn=(P)*(R)*(-cos(angle)) Windward Side: =(11.368)*(127.06)*(-cos(27.7 to 58.85)) = -531.706 Ibs/ft Leeward Side: =(-13.434)*(127.06)*(-cos(121.151 to 152.301)) = 628.332 Ibs/ft Centre Half: =(-26.927)*(127.06)*(-cos(58.85 to 121.151)) = 3539.663 Ibs/ft TOTAL VERTICAL UPLIFT DUE TO WIND:La= 3636.289 Ibs/ft Determine Design Snow Loads (ASI-77 Section 5) (ASI-77 Section 5-3) In terms of significant loading on an air structure,snow loading ranks second to wind.A careful study of the structure geometry is often necessary in order to determine how to apply the snow loading.Here again,conventional building codes are normally intended for plane surface roofs of varying pitch,with maximum load for any particular locality on the horizontal plane and zero load on slopes greater than 45 degrees.With an air structure the roof shape is constantly changing,such that a uniform snow loading is not applicable.Under windy conditions,little snow tends to accumulate on the top of an air structure because of the air flow over the smooth shape.Snow readily slides off the side areas,particularly when the structure is heated. (ASI-77 Section 5-4) The institute recommends a triangular distribution of snow loading with the maximum loading at the apex or horizontal point,decreasing to zero at the 30 degree slope point. Ground Snow Load (Sg) (ASCE 7-98 Figure 7-1) 45 psf 2.15 kPa Exposure Factor (Ce) (ASCE 7-98 Figure 7-2) 0.9 Thermal Factor (Ct) (ASCE 7-98 Figure 7-3) 1 Importance Factor (Isnow) (ASCE 7-98 Figure 7-4) 1 (Pf) Flat Roof Snow Load (ASCE 7-98 Equation 7-1) =0.7*(Ce)*(Ct)*(Isnow)*(Sg) 28.3500 psf 1.36 kPa Slope of Roof at Edge of Snow Load 30 degrees Snow Load Width (SLw): =2*(R)*(sin 30) 127 feet 0.75 inches = 38.728 metres Snow Load Length (SU): =(L)-(W)+(SLw) 334 feet 0.75 inches = 101.822 metres Snow Load Area (SLa): =(SLw)*(SLI) 42446 ft2 = 3943.362 m2 Slope Factor at Top (Cs top) (ASCE 7-98 Figure 7-2) 1 Slope Factor at (Cs 30) (ASCE 7-98 Figure 7-2) 0.6 (Ps) Sloped or Arched Roof Snow Load (ASCE 7-98 Equation 7-1) =(Cs)*(Pf) (Ps top) Roof Snow Load =(Cs top)*(Pf) = 28.3500 psf 1.36 kPa (Ps 30) Roof Snow Load =(Cs 30)*(Pf) = 17.0100 psf 0.81 kPa (Pt) Total Snow Load =(0.5(Ps top-Ps 30)+Ps 30)*(SLa) = 9626751bs (Qs)Design Snow Pressure =(Pt)/(W*Q = 9.9040 psf 1.9 "w.c. Determine Minimum Inflation Pressure User Defined Minimum Pressure 7.940 psf 1.527 "w.c. Check Folding Stability Windward pressure coefficient: Cw= 0.4231 Windward Vertical Height: Hw=R*(sin(58.85)-sin(27.7)) = 49.677 feet 15.142 metres Mean Height: Havg=windward vertical height/2 = 24,839 feet 7.571 metres Velocity ratio at average windward height 0.983 (ASI-77 Figure 17) Velocity at average height 24.839 ft is 78.640 mph Velocity Pressure(Qi) =0.00256*(Kz)*(I V)^2 =0.00256*(1.24)*(1.15*78.64)^2 = 25.962 psf 1.24 kPa Folding Pressure =(Cw)*(Qi) = 10.985 psf 0.53 kPa The Minimum Internal Design Pressure Shall be the Greater of Snow Pressure,Folding Pressure,or User Defined Pressure 10.985 psf 2.11 "w.c. Page 2 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: July 5,2005 Determine Vertical Uplift Load on Grade Beam Due to Inflation Loads (Lp)Vertical Uplift Load =2 (Inflation Pressure)'(R) =2*(10.985)*(127.06) = 2791.516 Ibs/ft TOTAL UPLIFT DUE TO INFLATION PRESSURE:Lp= 2791.516 Ibs/ft Determine Total Vertical Uplift Load on Grade Beam (Lt)Total Uplift Load =Uplift Load Due to Wind(La)+Uplift Load Due to Inflation(Lp) =(3636.289)+(2791.516) = 6427.805 Ibs/ft Total Uplift On Grade Beam per Side-S (S)Grade Beam Uplift =(Lt)/2 =(6427.805)/2 = 3213.903 Ibs/ft TOTAL DESIGN UPLIFT ON GRADE BEAM:S= 3213.903 Ibs/ft per side Determine Total Horizontal Load on Grade Beam Due to Wind and Inflation Hn=(P)*(R)*(sin(angle)) Windward Side: =(11.368)*(127.06)'(sin(27.7 to 58.85)) = -564.727 Ibs/ft Leeward Side: =(-13.434)*(127.06)*(sin(121.151 to 152.301)) = -667.376 Ibs/ft Centre Half: =(-26.927)'(127.06)*(sin(58.85 to 90.000)) = 493.306 Ibs/ft Inflation: =(10.985)*(127.06)'(sin(27.7 to 90.000)) = -746.951 Ibs/ft Horizontal Load on Windward Side Hw=-(-564.727)-(493.306)+(-746.951) = -675.530 Ibs/ft Horizontal Load on Leeward Side Hw=(-667.376)-(493.306)+(-746.951) = -1907.633 Ibs/ft Average Horizontal Load on Grade Beam Havg=((-675.53)+(-1907.633))/2 = -1291.582 Ibs/ft Design Loads on Grade Beam TOTAL DESIGN VERTICAL LOAD= 3213.9 Ibs/ft per side TOTAL DESIGN HORIZONTAL LOAD= 1291.6 Ibs/ft per side Page 3 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: July 5,2005 Grade Beam Air Structure Design Loads Total Vertical Uplift S= 3213.90 Ibs/ft per side Total Horizontal Load Havg= 1291.60 Ibs/ft per side Inflation Uplift Load Lp/2= 1395.76 Ibs/ft per side External Wind Uplift La/2= 1818.14 Ibs/ft per side Concrete and Soil Properties Concrete Density = 150.00 pcf Soil Density =1 120.00 pcf Ko = 0.50 Kp = 2.00 Angle of Repose = 30.00 degrees Standard Grade Beam Design Grade Beam Width 32.00 inches Beam Depth Above Grade Exterior Side = 6.00 inches Beam Depth Above Grade Interior Side = 0.00 inches Beam Depth Below Grade Exterior Side = 58.00 inches Beam Depth Below Grade Interior Side = 64.00 inches Total Beam Depth = 64.00 inches Grade Beam Weight (Wc) _(width)*(total depth)*(concrete density) _(32/12)*(64/12)*(150) = 2133.33lbs/ft Soil Weight (Ws) =tan(repose)*((depth below ext)A2/2+(depth below int)A2/2)*(soil density) =tan(30)*((58/12)A2/2+(64/12)A2/2)*(120) = 1794.60lbs/ft Total Grade Beam Resistance (Wr) _(Wc)+(Ws) = 3927.93lbs/ft Factor of Safety Against Uplift =Wr/S =3927.93/3213.9 =1.222 Determine Horizontal Factor of Safety Horizontal Resistance (Hr) _(0.5)*(depth of beam below grade int)A2*(Kp)*(soil density) _(0.5)*(64/12)A2*(2)*(120) = 3413.33lbs/ft Factor of Safety Against Sliding =Hr/Havg =3413.33/1291.6 =2.643 Page 4 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 71VI3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: July 5,2005 Grade Beam Air Structure Design Loads CORNERS(62ft from corner along sides&58ft from corner along ends) Total Vertical Uplift S= 1928.34 Ibs/ft per side 60%of stress calculated in cable bays Total Horizontal Load Havg= 774.96 Ibs/ft per side 60%of stress calculated in cable bays Inflation Uplift Load Lp/2= 1395.76 Ibs/ft per side External Wind Uplift La/2= 1818.14 Ibs/ft per side Concrete and Soil Properties Concrete Density = 150.00 pcf Soil Density =1 120.00 pcf Ko = 0.50 Kp = 2.00 Angle of Repose = 30.00 degrees Standard Grade Beam Design Grade Beam Width 32.00 inches Beam Depth Above Grade Exterior Side = 6.00 inches Beam Depth Above Grade Interior Side =1 0.00 inches Beam Depth Below Grade Exterior Side = 48.00 inches Beam Depth Below Grade Interior Side = 54.00 inches Total Beam Depth = 54.00 inches Grade Beam Weight (Wc) = (width)*(total depth)*(concrete density) = (32/12)*(54/12)*(150) = 1800.00lbs/ft Soil Weight (Ws) =tan(repose)*((depth below ext)A2/2+(depth below int)A2/2)*(soil density) =tan(30)*((48/12)A2/2+(54/12)A2/2)*(120) = 1255.74lbs/ft Total Grade Beam Resistance (Wr) = (Wc)+(Ws) = 3055.74lbs/ft Factor of Safety Against Uplift = Wr/S =3055.74/1928.34 =1.585 Determine Horizontal Factor of Safety Horizontal Resistance (Hr) = (0.5)*(depth of beam below grade int)12*(Kp)*(soil density) = (0.5)*(54/12)A2*(2)*(120) = 2430.00lbs/ft Factor of Safety Against Sliding = Hr/Havg =2430/774.96 =3.136 Page 4 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 71M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: July 5,2005 Air Structure Membrane Design Barrel Fabric Type =71"Wide Shelter-Rite 8028 Opaque(TEDLAR)WHITE Barrel Fabric Strip Tensile Strength = 515.00 Ibs/in ----> = 6180 Ibs/ft End Fabric Type =71"Wide Shelter-Rite 8028 Opaque(TEDLAR)WHITE End Fabric Strip Tensile Strength = 515.00 Ibs/in ----> = 6180 Ibs/ft End Max H/W Ratio = 0.4975 Calculated Number of BES = 15.59 H/W Ratio of Calc BES = 0.5062 Barrel Fabric Width 71.00 inches = 1803A mm End Fabric Wdth 71.00 inches = 1803A mm Barrel Weld Width 1.50 inches use 3.00 inches = 76.2 mm End Weld Width =1 1.50 inches use 3.00 inches = 76.2 mm Barrel Seam Width = 68.00 inches = 1727 mm End Seam Width = 68.00 inches = 1727 mm Number of BES = 14 Manual Overide= 14 Number of Quarter Panels = 13 End Width(Double QP) = 145.67 feet = 44.399 metres End H/W Ratio = 0.4668 BES Width = 79.33 feet = 24.181 metres Barrel Length = 286.33 feet = 87.275 metres Number of Barrels = 51 Check Stress Along Fabric Membrane(BARRELS) Total Vertical Uplift S= 3213.90 Ibs/ft per side Total Horizontal Load Havg= 1291.60 Ibs/ft per side Angle of Fabric Attachment(A) A= 62.298 degrees Stress Along Fabric(Sf)=(S)/(sin(A)) = 3629.977 Ibs/ft ----> = 302.5 Ibs/inch Fabric Factor of Safety =(515)/(302.5) = 1.70 RECOMMEND USING RETENTION CABLES FOR THIS DOME Page 5 i Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Queensbury,NY Date: July 5,2005 Calculate Tension for Barrel Cables Cable Spacing = 14 feet inches = 4.267 metres Design Wind Loading(Qz) = 26.868 psf Wind Coefficients Windward Quarter:(Qw) = 0.4231 Leeward Quarter:(QI) = 0.5000 Centre Half:(Qc) = 1.0022 Design Inflation Pressure(Pi) = 10.985 psf Calculated Cable Force (Tc) = 47491 Ibs Check Fabric Stress Between Cables Optimum Rise Between Cables d= 0.91719 ft = 0.280 m Radius of Curvature for Optimum Rise R= 27.1681 ft 8.281 m Longitudinal Fabric Stress Of= 1030 Ibs/ft Fabric Factor of Safety = 6.00 MANUAL Factor of Safety Arc Length of Fabric AL= 14 ft 2 in 4.316 m Design Check(Extra Fabric Req,Between Cables) Okay 2.00 in Determine Cable Size to Use Nominal Strength Safety Factor Okay to Use 1/2"dia.Wire Rope(6x25 IWRC) = 24000 Ibs ----> 0.51 5/8"dia.Wire Rope(6x25 IWRC) = 39000 Ibs ----> 0.82 3/4"dia.Wire Rope(6x25 IWRC) = 57000 Ibs ----> 1.20 7/8"dia.Wre Rope(6x25 IWRC) = 70000 Ibs ----> 1.47 1"dia.Wire Rope(6x25 IWRC) = 95000 Ibs ----> 2.00 YES <----USE THIS SIZE 1 1/8"dia.Wire Rope(6x25 IWRC) = 130000 Ibs ----> 2.74 YES 1 1/4"dia.Wire Rope(6x25 IWRC) = 159000 Ibs ----> 3.35 YES Calculated Number of Barrel Cables = 22 Number to Use= 22 Page 6 Load Calculations for The Farley Group 550 Imperial Road North,Guelph,Ontario,CANADA N1 H 7M3 Project Description: Adirondack Sports Complex - Multi-Use Project Location: Date: Queensbury,NY July 5,2005 Calculate Tension for End Cables Cable Spacing = 18 feet inches = 5.486 metres Design Wind Loading(Qz) = 26.868 psf Wind Coefficients Using H/W Ratio of End Design Windward Quarter:(Qw) = 0.6536 Leeward Quarter:(QI) = 0.5000 Centre Half:(Qc) = 1.1669 Design Inflation Pressure(Pi) = 10.985 psf Note:End Cable Force calculated using 60%wind loading as most Calculated Cable Force (Tc) = 46589 Ibs stresses taken by barrels Check Fabric Stress Between Cables Optimum Rise Between Cables d= 1.257125 ft = 0.383 m Radius of Curvature for Optimum Rise R= 32.84023 ft 10.010 m Longitudinal Fabric Stress Of= 1030 Ibs/ft Fabric Factor of Safety = 6.00 MANUAL Factor of Safety Arc Length of Fabric AL= 18 ft 3 in 5.557 m Design Check(Extra Fabric Req.Between Cables) Okay 3.00 in Determine Cable Size to Use Nominal Strength Safety Factor Okay to Use 1/2"dia.Wre Rope(6x25 IWRC) = 24000 Ibs ----> 0.52 5/8"dia.Wire Rope(6x25 IWRC) = 39000 Ibs > 0.84 3/4"dia.Wre Rope(6x25 IWRC) = 57000 Ibs ----> 1.22 7/8"dia.Wre Rope(6x25 IWRC) = 70000 Ibs ---> 1.50 1"dia.Wire Rope(6x25 IWRC) = 95000 Ibs ----> 2.04 YES <----USE THIS SIZE 1 1/8"dia.Wre Rope(6x25 IWRC) = 130000 Ibs ----> 2.79 YES 1 1/4"dia.Wre Rope(6x25 IWRC) = 159000 Ibs ----> 3.41 YES Calculated Number of Barrel Cables = 6 Number to Use=© Page 7 057-5 CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1948 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 1 :PAGE* 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 08/D2105 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER 813.009 INSPECTOR 8 TEST SET: BRYAN CASAW 012 ATTN: MR.TIMOTHY BARBER AMBIENT WEATHER: WS CLEAR PROJECT: ADIRONI)ACK SPORTS COMPLEX:Q OUR FILE LOCATKIN: 5696s CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATK)N OF LOAD! 1: GRADE BEAM:SW CORNER-2WE PLACEMENT LOCATION OF LOAD 9 2: GRADE BEAM:SW CORNER.20'E-40E LOAD NUMBER: 1 2 TRUCK NUMBERITICKET NLIEER: 1737817 1 7378M YARDAGE DELIVERED 1 SUBTOTAL: 10.SO/ 10.50 10.60 1 42.00 TIME CONC. BATCHED/ARRIVED: 10.251 10.38 11.40 1 12.06 TIME PLACEMENT BEGAN/EKED_ 10.42/ 10.55 12.40 1 12.47 CONCRETE AGE(HOURS) (SPEC: MAIL 1.50) 0.50 1.12 SLUMP ON ARRIVAL (INCHES): 4.00 4.25 WATER ADDED ONSITE(GALLONS). 4k WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PURE: E A ICABLE: PLACEMENT SLUMP(BNCH) (SPEC' - 5-00) 4.00 4.25 ENTRAINED AIR (hVOL) (SPEC 4.00- TW) 4.80 4.40 UNIT WEIGHT (PCF) (SPEC: } 149.20 150.21 CONCRETE TEMP. (F) (SPEC: 45 - 85) 891 901 NUMBER OF TEST SPECIMEN CAST: 6 6 LAB CYLINDER CONTROL NUMBERS 56968- 56373 SN74 - 56979 REMARKS 1:CONTRACTOR NOTIFIED:TEMPERATURE UNLESS NOTED ALL TESTING IAW: ASTM. C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOLNTA GALUSHA CONCRETE,INC. CONCRETE TEST CVLMIOER COISPRESSME RESULTS rot ASTM:C39 CONCRETE DESIGN STRENGTH: 4000 R&L 0 28 DAYS UIY-EBB OTHERNOft NOTED ALL CYLINDERS RECEIVED: 06103105 SUPPLIERS MOC FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE:DAYS 8 BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#I- LB8. 669M OBMW05 7 88,250 C 3120 COARSE AGGREGATE 82: LES. 56969 OM9105 7 89,700 C 3170 COARSE AGGREGATE 83' LBS. 56WO 08MOM 28 119,500 C 4230 FINE AGGREGATE: LDS. 56W1 0B130MS 28 121,550 C 4300 ADMIXTURE 81: OZS. 56972 08/30105 28 126.250 C 4470 ADMXTURE 112- OZS. 56973 SPARE ADMD(TURE#3 OZS. AIR ENTRAINING AGENT: OZS. 50974 08109105 7 93.750 C 3320 58975 08109105 7 91.000 C 3220 REPORT DISTRIBUTION: 56976 08130/05 28 131.350 C 46W 1:FILE 51 56977 08/30/05 28 134.200 C 4750 2:SUPPLER 6: 56978 OB/30/W 28 130,950 C 4630 3: 7: 56979 SPARE 4: B. RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICER MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC- 4 William Street,Baffi4on Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER. 2 :PAGE#:1 175 BROAD STREET,SUITE 320 PREPARATION DATE: 08A)M GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER. 813.009 INSPECTOR&TEST SET: DAVE CASAW#5 ATT'N; MR TOOTHY BARBER AMBIENT WEATHER= Ws:P.CLOUDY PROdEC AD#R0f 1CK SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION: 57154 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1: GRADE BEAM:SIN CORNER:64 N-184'N PLACEMENT LOCATION OF LOAD# 2; GRADE BEAM:SIN CORNER:6"-184 N PLACEMENT LOCATK#i OF LOAD# 3: GRADE BEAM:SW CORNER:84'N-184WN DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER t TICKET NUMBER 45561 737960 4557 1 737961 4563 1 737962 YARDAGE DELIVERED f SUBTOTAL: 11,001 11.00 11.00 1 22.00 11.00 / 33.00 TIME CONC. BATCHED I ARRIVED: 12.001 1210 12.19 1 12.35 12.35 1 12.50 TIME PLACEMENT BEGAN I ENDED: 12.17 1 12.31 12.37 1 12.46 12.51 1 1.05 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.52 0.45 0.50 SLLOP ON ARRIVAL (INCHESY 5.00 5.00 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5A0) 5.00 5.00 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.20 UNIT WEIGHT (PCF) (SPEC: - y 149.70 CONCRETE TEMP. (F) (SPEC 45 - 85) 92 1 91 1 oil NUMBER OF TEST SPECIMEN CAST. 6 LAB CYLINDER CONTROL NUMBERS 57154- 57159 REMARKS. 1:CONTRACTOR NOTED:TEMPERATURE UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: .IOINTA-GALUSHA CONCRETE.INC. CONCRETE TEST CYLINDER CoRunw a RESULTS FEW ASTW C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.0 28 DAYS UNLESS OTHERWISE NOTED ALL CYL&ADOM RECENED: 08l08w SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LB& CYLINDER TEST TEST AGE ULTIMATE LOAD U44IT CEMENT. LBS, NUMBER DATE DAYS 9 BREAK TYPE R&L WATER: GAL. COARSE AGGREGATE 41: LBS, 67154 08l12f05 7 115.750 C 40M COARSE AGGREGATE 02: LBS. 57155 08/12/05 7 116.300 C 4110 COARSE AGGREGATE#3: LBS. 57156 09102105 28 124.000 C 4390 FINE AGGREGATE: LBS- 57157 OQM2105 28 127,250 C 4500 ADMIXTURE#1: OZS. 57158 09=05 28 126,350 C 4470 ADMIXTURE 02. OZS. 67159 SPARE ADMIXTURE#3' OzS• AIR ENTRAMING AGENT' OZS. REPORT DISTRIBUTION' 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4' 8: RESPECTFULLY SUSMTTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNK AL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D,&T.S.,INC. 4 William Strect,Ballston Lake,New York 12019 Phone:(518)399-1 W Fay:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 2 :PAGE 0:2 176 BROAD STREET,SUITE 320 PREPARATION DATE: 08105/06 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW 95 ATTN: MR.TIMOTHY BARBER AMBIENT WEATHER: 80's:P.CLOUDY PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSBURY,NY. OUR FEE LOCATION 57160 _ CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD 8 4. GRADE BEAM:SW CORNER:54'N-184'N — l- PLACEMENT LOCATION OF LOAD B 5: GRADE BEAM:SW CORNER:64'N-184'N PLACEMENT LOCATION OF LOAD 4 8: GRADE BEAM:SW CORNER:64W-18471 DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER I TICKET NUMBER 45591 737963 4581 1 737964 4544 1737965 YARDAGE DELNERED I SUBTOTAL: 10.50 1 43.50 10.50 1 54-00 10.50 1 64.50 TIM CONC. BATCHED f ARRIVED: 12.491 1.05 1.00 1 1-15 1.15 1 1.28 TIME PLACEMENT BEGAN I ENDED: 1 07 1 1.35 1.38 1 1.5C 1.65 1 2.05 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.76 0.83 0-83 SLUMP ON ARRIVAL (INCHES): 4.75 5.00 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.75 5.00 4.75 ENTRAINED AIR (%VOL) (SPEC. 4 V0- 7.00) SAO UNIT WEIGHT (PCF) (SPEC- } 148.18 CONCRETE TEMP. (F) (SPEC: 45 - 85) 921 921 921 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 57160 - 57155 REMARKS: 1:CONTRACTOR NOTSIED:TEMPERATURE UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138. C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINI'A-GALUSHA CONCRETE,INC- CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER; ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S_I.@ 28 DAYS UNLESS OFIIERIIVISE NOTED ALL CYLSIDERS RECEIVED 08108I05 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S-1- WATER_ GAL. COARSE AGGREGATE lit: LBS. 571W W12JOS 7 112.700 C 3990 COARSE AGGREGATE V1 LBS. 57181 08/12/06 7 115,050 C 40T0 COARSE AGGREGATE f3: LBS. 57152 091MS 28 122,5W C 4330 FINE AGGREGATE: LBS. 57163 09WM5 28 124,560 C 4410 ADMIXTLIRESI: OZS. 57104 09102105 28 120,750 C 4270 ADMIXTURE 02: OZS. 57165 SPARE ADMIXTURE 93: OZS. AIR ENTRAINING AGENT: OZS- REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3. T 4: B: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN.S.E.T. (NICEn MANAGER TECHNICAL.SVCS. 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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 2 :PAGE*:3 175 BROAD STREET,SUITE 320 PREPARATION DATE: 08105105 GLENS FALLS,NEW YORK 12501 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW 05 ATrN: MR.TIMOTHY BARBER AMBIENT WEATHER: 80'9:P.CLOUDY PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSBURY,NY. _ OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD It 7: GRADE BEAM:SW CORNER:6CN-184'N DELIVERED LOAD NUMBER: 7 TRUCK NUMBER!TICKET NUMBER: 4580 1 737966 YARDAGE DELIVERED I SUBTOTAL: 10.501 75.00 TIME CONC. BATCHED/ARRIVED: 1251 1.45 TIME PLACEMENT BEGAN!ENDED: 2-101 2.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.08 SLUMP ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF. SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 5,00 ENTRAINED AIR (%VOL) (SPEC: 4,00- 7.00) UNIT WEIGHT (PCF) (SPEC: ) CONCRETE TEMP. (F) (SPEC: 45 - 85) 92 1 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS REMARKS: 1:CONTRACTOR NOTIFIED:TEMPERATURE UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C56T, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHR CONCRETE,INC. CONCRETE TM CYLINDER COWRESME RWXTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.0 28 DAYS W&M OTHERIMM NOTED ALL CYLSHMM RECNYED- 08v=5 SUPPLIERS MIX FORMULA: PER SUBMITTAL CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE M1: LBS. COARSE AGGREGATE#Z La& COARSE AGGREGATE i13. LBS. F84E AGGREGATE: LBS ADMIXTURE S1: OZS. ADMIXTURE 02: OZS. ADMIXTURE 93: OZS. AIR ENTRAINING AGENT OZS. REPORT DISTRIBUTION: v FILE 5' 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN.S.E.T. (NICETY MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1948 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 3 :PAGE#:1 175 BROAD STREET,SUITE 320 PREPARATION DATE: 08t10/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: BRYAN CASAW #12 ATrN: MR.TIMOTHY BARBER AMBIENT WEATHER: 77s:CLEAR PROJEC ADIRONDACK SPORTS COlA94":QUIEM111URIG NY. OUR FILE LOCATION: 57340 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : GRADE BEAM:NW CORNER:155'S-180'S PLACEMENT LOCATION OF LOAD# 2: GRADE BEAMS NW CORNER:130'S-155'S PLACEMENT LOCATION OF LOAD# 3: GRADE BEALt NW CORNER:130'S-180°S LI-'T 2 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER 1 TICKET NUMBER: 45631 W81 45M 1 8092 4545 1 SM YARDAGE DELIVERED]SUBTOTAL: 11.001 11.00 1100 1 22.0D 11.00 1 33.W TIME CONC. SATCHED 1 ARRIVED: 9.151 9.36 9.40 1 9.51 9.57 1 10.13 TIME PLACEMENT BEGAN ENDED: 9.461 9.50 9.58 1 1DA4 10.20 1 10.42 CONIC.R£TEAGE(HOURS) (SPEC: MAO(: 1.50) 0.58 0.57 0.75 SLUMP ON ARRIVAL (INCHES): 4.00 4.01) 5A0 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DBCRETION OF: SLUM'OF CONCRETE MITO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 4.00 4.00 5.00 EJNTRAINEDAIR (%VOL) (SPEC: 4.00- 7.00) 5.20 UNIT WEIGHT (PCF) (SPEC: ) 149.69 CONCRETE TEMP. (F) (SPEC: 45 - 85) 88 1 891 901 NUMBER OF TEST SPECM4EN CAST. 5 LAB CYLINDER CONTROL NUMBERS 57340- 57346 REMARKS: 1:CONTRACTOR NOTFIED:TEMPERATURE UNLESS NOTED ALL TESTING LAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JONTA-GALUSHA CONCRETE,INC. ATE TEST CYLINDER COMPRESSWE RESULTS FER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.0 28 DAYS UWESS DTHERrNME NOTED ALL CYLINDERS RECEIVED: 08t11 ms SUPPUERS MDC FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL.. COARSE AGGREGATE#1: LBS. 57340 M17JM 7 97,100 C 3430 COARSE AGGREGATE#2: LBS. 57341 08117M5 7 99,300 C 3$10 COARSE AGGREGATE#3: LBS. 57342 OW07M 28 125,3W C 4430 FWE LBS. 57343 C9107/05 28 127,550 C 4510 A.DMMMRE#1- OZS. 57344 CW07M 28 126,3W C 4470 ADMIXTURE*2. OZS. 57345 SPARE ADMIXTURE#3 OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5; 2:SUPPLIER e: 3: 7: 4: 8. RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLII.S-E.T. (NICET) MANAGER TECHNICAL SVCS, CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1 81$ Fax:(51 S)399-1913 CLIENT. JAG INDUSTRIES,INC. REPORT NUMBER: 3 :PAGE#:2 175 BROAD STREET,SUITE 320 PREPARATION DATE: 081101D5 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: $13.009 INSPECTOR S TEST SET: BRYAN CASAW#12 ATrN: MR TIMOTHY BARBER AMBIENT WEATHER 70's:CLEAR PROJEC ADIRONDACK_SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION: 57346 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 GRADE BEAM:NW CORNER:96S-130S PLACEMENT LOCATION OF LOAD# 5 GRADE BEAM:NW CORNER WS-WS PLACEMENT LOCATION OF LOAD# 6 GRADE BEAM.NW CORNER:80'S-1301S LIFT 2 DELIVERED LOAD NUMBER: 4 5 5 TRUCK NUMBER/TICKET NUMBER: 45611 BD84 4560 1 8085 4563 1 8085 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 44.00 11.00 1 55.00 11.00 1 6B_00 TIME CONC BATCHED f ARRIVED: 10.201 10.35 10A4 1 11.01 11.D5 1 11.28 TIME PLACEMENT BEGAN 1 ENDED: 10.421 11.10 11.13 1 11.25 11.26 1 11.42 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.83 0.68 0.62 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC - 5.00) 5.00 5.00 5.00 ENTRAINED AIR (%VOL) (SPEC. 4.00- 7.00) 5,70 UNIT WEIGHT (PCF) (SPEC: ) 149,70 CONCRETE TEMP. (F) (SPEC. 45 - 85) 881 871 89 1 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 57346 - 57351 REMARKS: 1:CONTRACTOR NOTIFIED:TEMPERATURE UNLESS NOTED ALL TESTS IAW: ASTM C31, C138, C143, C172, CM, C231, C470, C567, C617, C1064 CONCRETE SUPPLMER: JOINTA-GALUSHA CONCRETE,B!C_ CONUMETE TEST CYLMIOER COMPRESSIVE RESULTS Pee ASTLIL C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.a 28 DAYS UNLESS OTHERWISE MOTEO ALL CYLINDERS R£CE114E0: 48111/05 SUPPLIERS MIX FORMULA PER SUBMITTAL: CEMENT. LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS, NUMBER DATE DAYS S BREAK TYPE P.S_I. WATER: GAL. COARSE AGGREGATE#t: LBS. $7346 08117W5 7 91,9w C 3250 COARSE AGGREGATE#2: LBS. 57347 08117105 7 90,2M C 3190 COARSE AGGREGATE#13. LBS. 57348 09107M S 28 130,300 C 4610 FINE AGGREGATE: LBS. 57349 09f07105 28 127,400 C 4610 ADM90CTURE 91. OT_S. 57350 09107MS 28 127,9W C 4620 ADMWCTURE x2: 02S. 57351 SPARE AOMDCTURE#3: OZS. AIR ENTRAINING AGENT 02S. REPORT DISTRIBUTION: 1:FIE 5: 2:SUPPLIER 6: 3 7: 4 6: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JO".S-E.T- (WET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION.P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(519)399-1849 Fax:(518)399-1913 CLIENT. JAG INDUSTRIES,INC. REPORT NUMBER: 4 :PAGE#:1 176 BROAD STREET,SUITE 320 PREPARATION DATE: OB115M GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW#5 ATT'N: MR.TIMOTHY BARBER AMBIENT WEATHER: 70's:CLEAR PROJEC ADRONDACK SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION: 57462 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : GRADE BEAM-NW CORNER TO 6VS;NW CORNER TO 60'E PLACEMENT LOCATION OF LOAD# 2: GRADE BEAM:NW CORNER TOWS;NW CORNER TO 60'E PLACEMENT LOCATION OF LOAD# 3: GRADE BEAM:NW CORNER TO 80'S;NW CORNER TO 60'E DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4557/ 8236 4560 1 8237 4589 1 8239 YARDAGE DELIVERED I SUBTOTAL: 9.50 I 9.50 9.50 1 19.00 9.60 1 28.50 TIME CONC. BATCHED I ARRIVED: 9.551 1115 10.04 I 10A 8 10.10 1 10.25 TIME PLACEMENT BEGAN I ENDED: 10.201 10.28 10.28 I 10.35 10.37 1 10.53 CONCRETE AGE(HOURS) (SPEC. MAX: 1.50) 0.55 0.52 0.72 SLUMP ON ARRIVAL (INCHES): 5.00 6.00 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 5.00 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 520 UNIT WEIGHT (PCF) (SPEC: ) 148.69 CONCRETE TEMP. (F) (SPEC: 45 - 85) 82 82 82 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 57462- 57487 REMARKS: UNLESS NOTED ALL TESTING 1AW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,WC_ CONCRETE TEST CYLINDER COWRESIVVE R1MXTS PER. ASTM::C39 CONCRETE DESIGN STRENGTH: 35M P.S.I.0 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 08I16105 SUPPLIERS MW FORMULA: PER SUBMITTAL' CEMENT: LBS. CYLINDER TEST TEST AGE UL11WTE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS &BREAK TYPE RSJ. WATER: GAL. COARSE AGGREGATE#1: LBS. 57462 08I22W 7 101,050 C 3570 COARSE AGGREGATE#2: LBS. 57463 DBl2M 7 102,300 C 36" COARSE AGGREGATE#;#: LBS. 57464 09112MS 28 142,700 C SM FIVE AGGREGATE: LBS. 67405 O9/IM 28 140,000 C 4960 A[MO(TURE#I. OZS. 57466 DWI 2105 28 141,300 C SON ADMIXTURE#2: OZS. 67467 SPARE ADMIXTURE ST OZS. AIR ENTRAINING AGENT: OZS_ REPORT DISTRIBUTK)N: 1:FILE 5_ 2:SUPPLIER 6: 3: T. 4: 8- RESPECTFULLY SUBMITTED. CONSTRUCTWN TECHNOLOGY TOM JOSLIN,S.ET. (NICET) MANAGER TECHNICAL SVCS. 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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 4 :PAGE M 2 175 BROAD STREET,SURE 320 PREPARATION DATE: 08115105 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER. 813.009 INSPECTOR 9 TEST SET: DAVE CASAW#5 ATTN: MR.TIMOTHY BARBER AMBIENT WEATHER: 70's:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION: 57468 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: GRADE BEAM:NW CORNER TO WS;NW CORNER TO WE PLACEMENT LOCATION OF LOAD# 5. GRADE BEAM:NW CORNER TO WS;NW CORNER TO WE PLACEMENT LOCATION OF LOAD# 6: GRADE BEAM:NW CORNER TOWS;NW CORNER TO WE DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER 1 TICKET NUMBER: 4559/ 8238 4562 1 6240 4543 1 8241 YARDAGE DELIVERED 1 SUBTOTAL: 9.501 38.00 9,50 1 47.50 8,50 1 56.00 TIMECONC BATCHED/ARRIVED: 10.051 11.02 11.10 1 11,30 11.30 1 11.50 TIME PLACEMENT BEGAN I ENDED: 11,041 11.15 11.40 1 11.55 1168 / 12.25 CONCRETE AGE(HOURS) (SPEC: MAX: 1.60) 1.17 0.75 0.92 SLUMP ON ARRIVAL (INCHES). 5,00 5.00 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 600 6.00 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00} 5.00 UNIT WEIGHT (PCF) (SPEC: ) 149,70 CONCRETE TEMP. (F) (SPEC: 45 - 85) 83 83 83 NUMBER OF TEST SPECIMEN CAST: a LAB CYLINDER CONTROL NUMBERS 57468 - 57473 REMARKS- UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138_, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTAGALUSHA CONCRETE.INC. CONCRETE TEST CYLININN COMPRESSME IVE81ILTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 35M P.SJ.0 28 DAYS UNLESS OTHERWISE NOTED ALL CYLIrWERS RECEIVED: 0846M5 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTWATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS &BREAK TYPE P.S.L WATER GAL. COARSE AGGREGATE#1: LBS. 57468 0812M 7 101,9W C 3600 COARSE AGGREGATE#2: LBS. 57489 OW2105 7 99,650 C 3620 COARSE AGGREGATE 93. LBS. 57470 0911205 28 137,6W C 48" FINE AGGREGATE: LBS. 57471 09/1Z*5 28 139,9W C 4950 ADMIXTURE#1: OZS. 57472 09l12W 28 10100 C 4860 ADMIXTURE 02: OZS. 57473 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2-SUPPLIER 8. 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSUN,S.ET. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax-(519)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 5 :PAGE M 1 175 BROAD STREET,SUITE 320 PREPARATION DATE: 08117/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.TIMOTHY BARBER AMBIENT WEATHER: 80's:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSSURY NY. OUR FILE LOCATION: 57547 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : NORTH WALL AGAINST RETAINING WALL DELIVERED LOAD NUMBER: 1 TRUCK NUMBER I TICKET NUMBER: 45691 8253 YARDAGE DELIVERED I SUBTOTAL: 10.00/ 10.00 TIMECONC, BATCHED I ARRIVED. 12.151 12.35 TIME PLACEMENT BEGAN 1 ENDED: 12A01 1.09 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.90 SLUMP ON ARRIVAL (INCHES): 3.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF. SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 3.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 6.40 UNIT WEIGHT (PCF) (SPEC: ) 149.70 CONCRETE TEMP. (F) (SPEC: 45 - 85) 82 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 57547- 57552 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C136, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOIINTA-GALUSHA CONCRETE,INC, CONCREM TIMT CYLOMR COMPRESSWE RIMU S PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 35M P.S.I.@ 28 DAYS LuKASS OTHWAM NOTIOD ALL CnIMItERs RECEMY M WI&05 SUPPLIERS MIX FORMULA: PER SUBMITTAL CEMENT: LBS. CYL R TEST TEST AGE ULTMkTE LOAD UNTT CEMENT: LBS. NLIMBER DATE DAYS &BREAK TYPE P.S L WATER. GAL. COARSE AGGREGATE#1: LBS. 57547 OS124t05 7 92,300 C 3260 COARSE AGGREGATE#2- LBS. 57548 08P2405 7 96,100 C 3400 COARSE AGGREGATE#3: LBS. 57549 09t14M 28 125,6W C 4440 FINE AGGREGATE: LBS. 5755D OWIAIM5 26 124,1DO C 4390 ADMIXTURE#1: OZS. 57551 091MM 28 127,350 C 4500 ADMIXTURE92: OZS. 57552 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2.SUPPLIER 6: 3: 7. 4: 8: RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T_ (NBCEt) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.B T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 6 .-PAGE#:1 175 BROAD STREET,SUITE 320 PREPARATION DATE: 08122/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER. 813,009 INSPECTOR S TEST SET: DAVE CASAW#5 ATTN: MR.TIMOTHY BARBER AMBIENT WEATHER: 7Ys:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX t1UEENSOURY,NY. OUR FILE LOCAJ)OK 57736 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1: GRADE BEAM:NE BUILDING CORNER PLACEMENT LOCAMON OF LOAD# 2: GRAM BEAM:NE BUILDING CORNER PLACEMENT LOCATION OF LOAD# 3: GRADE BEAM:NE BINLDIING CORNER DELNERED LOAD NUMBER: 1 2 3 TRUCK NUMBER!TICKET NUIMBER: 4559 t 738495 4558 1 738496 4544 1738497 YARDAGE DELIVERED SUBTOTAL 10.001 10.00 10.00 1 20-00 6.00 1 26.00 TIME CONC. BATCH ED tARMVED: 8.481 9.03 $00 1 9.15 9A6 1 10.02 TMME PLACEMENT BEGAN I ENDED: 9.10 t 9.20 9.21 1 9.40 10.05 1 10.20 CONCRETE AGE(HOURS) (SPEC: MAX 1.50) 0.53 0.67 0.57 SLUMP ON ARRIVAL (RICHES): 5-00 5.00 4.75 WATER ADDED ONSITE(GALLONS}: WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMIP: IF APPLICABLE: PLACEMENT SLUW(INCH) (SPEC: - 5.00) s.00 5.00 4.75 ENTRAINED AMR (%VOL) (SPEC: 4.00- TOD) 5.80 UNIT WEIGHT (PCF) (SPEC: ) 146.14 CONCRETE TEMP. (F) (SPEC: 45 - 85) 80 80 81 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 57736- M41 REMARKS'. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GAI USHA CONCRETE,INC. CONCWM TEST CYtA%WR COUPRESSNE RATS PER: AST##C39 CONCRETE DESIGN STRENGTH- 35W P_S.L*28 DAYS UNLESS OTHERVME NOTED ALL CYL.INOM RECEWED, 08t23105 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.L WATER: GAL COARSE AGGREGATE 91: LBS. 57736 08/29M 7 106.600 C 3770 COARSE AGGREGATE 02: LBS. 57737 08J21w 7 105,000 C 3710 COARSEAG,GREGATE#& LBS. 57738 OW19M 28 125,500 C 4478 FINE AGGREGATE: LBS. 57739 D9/19105 28 128,400 C 4540 ADM1xTtW_#1: OZS, 57740 DW19M5 28 127,9W C 4530 ADMIXTURE82: OZS. 57741 SPARE ADMIXTURE#3: OZS. AIR ENTRAINEG AGENT: OZS, REPORT DI,STRIBUTRW 1:FILE 5: 2:SUPPUER 6: 3 7: 4: 8: RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY TOUR JOSLII.S.E.T. (NICET) MANAGER TECHNICAL SVCS. 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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 7 :PAGE#:1 175 BROAD STREET,SUITE 320 PREPARATION DATE: OM4/05 GLENS FALLS.NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR B TEST SET. GAVE CASAW#5 AT7N: MR.TIMOTHY BARBER AMBIENT WEATHER: 50'8:PT.CLOUDY PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION: 57817 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULT'S PLACEMENT LOCATION OF LOAD# 1 : GRADE BEGAt SW BUILDING CORNER-SE BUILDING CORNER PLACEMENT LOCATION OF LOAD# 2. GRADE BEAM:SW BUILDING CORNER-SE BUILDING CORNER PLACEMENT'LOCATION OF LOAD# 3: GRADE BEAM:SW BUILDING CORNER-SE BUILDING CORNER DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 45561 738579 4545 1 738580 4657 / 738581 YARDAGE DELIVERED/SUBTOTAL. 11.001 11.00 11.00 / 22.DD 1100 / 33.00 TIME CONC. BATCHED/ARRIVED: 7.25/ 7.55 7.56 1 8.15 825 t 8.40 TIME PLACEMENT BEGAN/ENDED. 8.001 8.15 8.17 ! 8.30 8.45 ! 9.05 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.83 0.57 0,67 SLUMP ON ARRIVAL (INCHES): 4.50 5.00 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - s.00) 4.50 5.00 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: ) 144.61 CONCRETE TEMP. (F) (SPEC: 45 - 85) 80 80 80 NUMBER OF TEST SPECIMEN CAST. 6 LAB CYLINDER CONTROL NUMBERS 57817- 67822 REMARKS. UNLESS NOTED ALL TESTING IAW: ASTM: CM, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLPA"COMPRESSIVE REWLTS PER ASTMM:C39 CONCRETE DESIGN STRENGTH: 350E P.S.I.@ 28 DAYS (JN1LIMOTHERVSE NOTED ALL CYLINUM RECENED: 0825105 SUPPLIERS MIX FORMULA; PER SUBMITTAL: CEMENT: LBS. CYLIINDER TEST TEST AGE ULTIMATE LOAD UNTT CEMENT: LBS. NUMBER DATE DAYS 8 BREAK TYPE P.SL WATER: GAL. COARSE AGGREGATE#1: LBS. 57817 UW31/05 7 104.650 C 371E COARSE AGGREGATE$2. LBS. 57818 D8t31/05 7 107,100 C 3790 COARSE AGGREGATE#3: LBS. 57819 OW21105 28 122,50E C 4330 FINE AGGREGATE: LBS. 57820 0912iM5 28 123.80E C 43M ADMIXTURE At: OZS. 57821 09I21105 28 121.65E C 4300 ADMIXTURE 92 OZS 57822 SPARE ADMIXTURE93 OZS. AIR ENTRAINING AGENT: OZS. REPORT D15TRIBUTION' 1:FILE 5: 2 SUPPLIER 6: 3: 7: 4. 8; RESPECTFULLY SUBMITTED. T=HNOL-OGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. -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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 7 :PAGE#;2 175 BROAD STREET,SUITE 320 PREPARATION DATE: 08/24/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW#5 ATT'N. MR.TIMOTHY BARBER AMBIENT WEATHER 50'3-PT CLOUDY PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4, GRADE BEAM:SW BUILDING CORNER-SE BUILDING CORNER DELIVERED LOAD NUMBER: 4 TRUCK NUMBER I TICKET NUMBER: 45581 738582 YARDAGE DELIVERED I SUBTOTAL: 11.001 44.00 TIME CONC. BATCHED 1 ARRIVED: 8.45/ 9.00 TIME PLACEMENT BEGAN I ENDED: 9.10 1 9.38 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.88 SLUMP ON ARRIVAL (INCHES): 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7A0} UNIT WEIGHT (PCF) (SPEC: } CONCRETETEMP. (F) (SPEC: 45 - 85) 80 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC, CONCRETE TEST CYLINOM COMPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.0 28 DAYS 1NLLEs8 OTHEAIMSE NOTEO ALL CYLIN10ERS RECEIVED: 08/2505 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE LBS. ADMIXTURE#1: OZS. ADMIXTURF#2: O2S. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5- 2:SUPPLIER 6: 3. 7: 4: g: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,RDA T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1948 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 8 :PAGE* 1 175 BROAD STREET.SUITE 320 PREPARATION DATE: 08126105 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: $13.009 INSPECTOR&TEST SET- DAVE CASAW#5 ATTN: MR.TMOTHY BARBER AMBIENT WEATHER: 70%:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION- 57W9 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTtNG:SUPPORT BUILDING PLACEMENT LOCATION OF LOAD* 2: GRADE BEAM:NE BU0_DING CORNER-112'S PLACEMENT LOCATION OF LOAD# 3: GRADE BEAM:NE BUILDING CORNER-117S DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER 1 TICKET NUMBER: / 38676 4563 / 30677 1 38678 YARDAGE DELIVERED/SUBTOTAL 11.00/ 11.00 10.00 1 21.00 10.00 1 31.00 TIME CONC. BATCHED/ARRIVED: SAO 1 9.00 9.20 1 9.40 9.42 / 10.00 TW PLACEMENT BEGAN/ENDED: 9.05/ 9.30 9.45 / 9.55 10.05 / 10.25 CONCRETE AGE(HOURS) (SPEC MAX 1.50) 0.83 0.58 0.72 SLUMP ON ARRIVAL (INCHES): 5-DO &00 4.50 WATER ADDED ONSITE(GALLONS). WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUM{INCH) (SPEC: - 5,00) 5.00 5.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.60 UNIT WEIGHT (PCF) (SPEC: ) 143.54 CONCRETE TEMP. (F) (SPEC: 46 - 85) 82 82 82 NUMBER OF TEST SPECIMEN CAST: 8 LAB CYLNVDER CONTROL NUI MBERS 57889- 57894 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 a CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLPKIER COMPRESSIVE RESULTS PER ASTM:C39 CONCRETE DESIGN STRENGTH_ 35GO P.S.I.@ 28 DAYS UNLESS OTMERVYISE N07MALL CYL PIDERS RECENVETO: 08/29105 SUPPLIERS MIX FORMULA: PER SUBMITTAL. CEMENT' LBS, CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL, COARSE AGGREGATE#1: LBS_ 57889 09102/05 7 80,550 C 2850 COARSE AGGREGATE#2: LBS. 57890 09102105 7 83.000 C 2940 COARSE AGGREGATE#3: LBS. 57891 09/23105 28 118,350 C 4190 FINE AGGREGATE. LBS. 57892 09123/05 28 116.550 C 4120 ADMIXTURE#1: OZS. 57893 DW23105 28 116,000 C 4100 ADMIXTURE#2: OZS. 57894 SPARE ADMXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION. 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8 RESPECTFULLY SUBMITTED, CONS CTKk4TECHNOLOGY 4 TOM JOSLIN,S.E.T. (NtCET) MANAGER TECHNICAL SVCS. 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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 8 :PAGE#:2 176 BROAD STREET,SUITE 320 PREPARATION DATE: 08f2&05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW#5 ATT'N: MR.TIMOTHY BARBER AMBIENT WEATHER: 70's:CLEAR PROJEC AWRONDACK SPORTS COMPLEX:QUEENSSURY,NY. OUR FILE LOCATION: 57N5 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: GRADE BEAM.NE BUILDING CORNER-112'S PLACEMENT LOCATION OF LOAD# 5: GRADE BEAM:HE BUILDING CORNER-117S DELNERED LOAD NUMBER: 4 5 TRUCK NUMBER t TICKET NUMBER ! 38679 4568 f 38M YARDAGE DELIVERED 1 SUBTOTAL 10.001 41.00 10.00 / 51.00 TIME CONC. BATCtIED 1 ARRIVED: 10.051 10.30 10.40 f 11.00 TIME PLACEMENT BEGAN t ENDED: 10.301 10.50 11.05 f 11.20 CONCRETE AGE(HOURS) (SPEC: MA)L 1.50) 0.75 0-67 SLUMP ON ARRIVAL (INCHES): 5.D0 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.D0 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT V"HT (PCF) (SPEC ) 144.61 CONCRETE TEMP. (F) (SPEC: 45 - 85) 82 82 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 57895 - 57900 REMARKS. UNLESS NOTED ALL TESTING 1AW: ASTM: C31, C138, C143, C172, C173, C231, C470, CW7, C61T, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER COWIPPRESSIVE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 35M P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYI MIDERS RECEMIk 0829/05 SUPPLIERS MIX FORMULA PER SUBMITTAL. CEMENT: LBS. CYLINDER TEST TEST AGE tL TIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S-I. WATER: GAL, COARSE AGGREGATE#1: LBS. 57895 09/02/05 7 78.750 C 2790 COARSE AGGREGATE#2: LBS. 57895 09/02M5 7 82,350 C 2910 COARSE AGGREGATE 93: LBS. 57897 09/23/05 28 114,000 C 4030 FINE AGGREGATE: LBS. 578M 09/23AO5 28 112,250 C 3070 ADMIXTURE 01: OZS. 57899 OW23105 28 115.750 C 4090 ADMIXTURE 82'. OZS. 57M SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIV,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.DA T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 9 :PAGE V 1 175 BROAD STREET,SUITE 320 PREPARATION DATE: 00/01105 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW 95 ATTN: MR.TIMOTHY BARBER AMBIENT WEATHER: 70's:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX:GIUEENSSURY,NY. OUR FILE LOCATION: 58M CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD DIM 1 : GRADE BEAM:NE BUILDING CORNER:12WS-24" PLACEMENT LOCATION OF LOAD 9 2: GRADE BEAM:NE BUILDING CORNER:12WS-2,WS PLACEMENT LOCATION OF LOAD A 3: GRADE BEAM:NE BUILDING CORNER:120'S-2461S DELWERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER- 45W 1 738822 4561 I 738M 1 738824 YARDAGE DELIVERED I SUBTOTAL: 11 001 11.00 11.00 t 22.00 11.00 t 33.00 TIME CONC. BATCHED t ARRIVED. 3.451 9.05 9.20 t 9.30 9.05 f 9.40 TIME PLACEMENT BEGAN 1 ENDED: 9.10/ 9.25 9.35 1 9.45 9.45 1 1000 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.67 0.42 0,92 SLUMP ON ARRIVAL (INCHES}: 5.DO &OD 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 5.00 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - } 149.20 CONCRETE TEMP. (F) (SPEC: 45 - 95) 82 82 82 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 58045- 58M REMARKS. LMLESS NOTED ALL TESTING IAW: ASTM: C31, C`138, C143, C172, C173, C231, C470, C667, C617, C1064 CONCRETE SUPPLIER: JOI4TA-GALUSHA CONCRETE,INC. CONCRETE TEST CYLINDER CI AU RESNbE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH. 3500 P.S.I.C 28 DAYS uNLEss oTHEmNM NOTED ALL CYLRfOERS RECEMMr OW02105 SUPPLIERS MIX FORMULA PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.L WATER: GAL- COARSE AGGREGATE#11: LBS. 58045 0*08105 7 70,550 C 2SW COARSE AGGREGATE*2: LBS_ 58048 09mia5 7 73,000 C 25M COARSE AGGREGATE#3: LBS. 58047 OWM05 28 110,550 C 3910 FOE AGGREGATE: LBS. 58048 09t291D5 28 107,300 C 38M ADMIXTURE*1: OZS. 58049 091291D5 28 108.250 C 3830 ADMIXTURE;M2. 025. 5SD50 SPARE ADMIXTURE*3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: V FILE 5: 2 SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLW,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&1'.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 9 :PAGE#.2 175 BROAD STREET,SUITE 320 PREPARATION DATE; 09101106 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.TIMOTHY BARBER AMBIENT WEATHER: 70's:CLEAR PROJEC AoutoNDACK SPORTS COMPLEX-QUEENSSURY,NY. OUR FILE LOCATION: S8051 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4: GRADE BEAM:NE BUILDING CORNER:120'S-246'S PLACEMENT LOCA71ON OF LOAD# 5, GRADE BEALA:NE SURDING MRNER:120'S-246'S PLACEMENT LOCATION OF LOADS 6: GRADE BEAM:NE BUILDMIG CORNER:12CS-24CS DELIVERED LOAD NUMBER: 4 5 8 TRUCK NUMBER 1 TICKET NUMBER: 45631 730WS 45W 1 738627 4661 i 738826 YARDAGE DELIVERED SUBTOTAL: 11.001 44.00 11-00 1 55.M 11.00 1 66.00 TIME CONC. BATCHED I ARRIVED: 9A0 1 9.40 10.05 t 10.20 V135 1 10A7 THE PLACEMENT BEGAN 1 ENDED: 10.10 1 10,30 10.35 1 10.46 10.49 1 11.05 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.83 0.68 0.50 SLUMP ON ARRIVAL (WCHES): 5.00 5.00 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUM OF CONCRETE INTO PUMP: W APPLICABL.E: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 5-00 4.75 ENTRANNND ALR (%VDL) (SPEC: 4.00- 7.00) 5.20 UNIT WEIGHT (PCF) (SPEC: - ) 147.67 CONCRETE TEMP. (F) (SPEC; 45 - 85) 83 83 83 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 6W1 - 5W56 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C667, C617, C1064 CONCRETE SUPPLER: JOINTA-Gy4LUSHA CONCRETE,IrG. ATE TEST CVL MKWR COMPR INE RESULTS PEIt ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.6 28 DAYS UNLESS OTtUMMENUMID ALL CYLINDERS RECEPM; OW02W SUPPLIERS MM FORMULA: PER SUBMITTAL.: CEMENT: LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL, COARSE AGGREGATE#1: LBS. 63051 09AMOS 7 75,260 C 2660 COARSE AGGREGATE S2: LBS. 5W62 09t0S105 7 71,950 C 2550 COARSE AGGREGATE#3: LBS_ 58053 0912*05 28 111,700 C 3950 FINE AGGREGATE: LBS. 58054 M2W0S 26 109.950 C 3890 ADMIXTURE OZS. 58055 09/2M5 28 111,100 C 3930 ADMIXTURE#2: OZS_ 58056 SPARE ADMIXTURE#3: OZS• AIR ENTRAINING AGENT: OZS. i REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 6: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. 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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 10 :PAGE#:1 175 BROAD STREET,SUITE 320 PREPARATION DATE: 09/02/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW#5 ATTN: MR.TIMOTHY BARBER AMBIENT WEATHER: 60'r CLEAR PROJEC ADHWNDACK SPORTS COMPLEX:QUEENSBURY,W. OUR FEE LOCATION: 58123 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : GRADE BEAM:NE BUILDING CORNER:8n-220'S PLACEMENT LOCATION OF LOAD# 2 GRADE BEAM:NE B/pLDING CORNER:83-S-220'S PLACEMENT LOCATION OF LOAD S 3: GRADE BEAM:NE BUILDING CORNER:83'S-220'5 DELIVERED LOAD NUMBER 1 2 3 TRUCK NUMBER I TICKET NUMBER NA 1 38870 4558 1 38871 4562 f 38672 YARDAGE DELMERED I SUBTOTAL: 11.00/ 11.00 10-W 1 21.50 10.00 1 31.50 TIME CONC- BATCHED/AIRRAfED: 5,001 8.10 8.06 f 8.20 8.25 f 8.40 TIME PLACEMENT BEGAN f ENDED: 8.18/ 0.31 8.33 / 8A8 8,50 / 9.15 CONCRETE AGE("OURS) (SPEC: MAX: 1.50) 0.52 0.72 0-83 SLUMP ON ARFJVAL (INCHES): 5.00 5.00 5.00 WATER ADDED ONSLTE(GALLONS): WATER ADDED AT DISCRETION OF, SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 5.00 6.00 5.00 EMTRANED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - ) 147.16 CONCRETE TEMP. (F) (SPEC: 45 - 85) 82 82 82 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 58123- 58128 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C507, C617, C_1064 CONCRETE SUPPLIER: JOINTA-SALUSHA CONCRETE,INC. CONCRETE TEST C"DER COWRESSI14E RESULTS PERT ASTW-C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.0 28 DAYS UNLESS OTIMMISE NOTED ALL CYLINDERS RECEIVED: 091D5M SUPPLIERS MIX FORMULA: PER SUBMITTAL' CEMENT: LBS. CYLI+IDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 58123 OW09/05 7 106,200 C 3M COARSE AGGREGATE#2' LBS. 58124 09/09MS 7 104,850 C 3710 COARSE AGGREGATE#3: LB& 58125 09130/05 28 139.100 C 4920 FINE AGGREGATE: LES. 58126 09Wf05 28 137,250 C 4850 ADMIXTURE#1: OZS. 58127 09 Z"5 26 139,400 C 4930 ADhQXTU RE 02: OZS. 68120 SPARE ADMIXTURE 03: OZS. AIR ENTRAINING AGENT. OZS. REPORT DISTRIBUTION: 1:FILE 5' 2:SUPPLIER 8: 3: 7: 4: 8: RESPECTFULLY SUBMITTED. COMSTWXTLON TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. C;ONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1948 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 10 :PAGE#:2 175 BROAD STREET,SUITE 320 PREPARATION DATE: 09102J05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 613.009 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N MR.TIMOTHY BARBER AMBIENT WEATHER: 60's:CLEAR PRO,EC ADIRONDACK SPORTS COMPLEX:QUEENSSURY,NY. OUR FILE LOCATION CONCRETE FIELD INSPECTION S COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4. GRADE BEAM.NE BUILDING CORNER:83'S-220'S DELIVERED LOAD NUMBER: 4 TRUCK NUMBER J TICKET NUMBER: 4559/ 38873 YARDAGE DELIVERED t SUBTOTAL: 10.001 41.50 TIME CONC. BATCHED 1 ARRIVED: 9.18/ 9.30 TIME PLACEMENT BEGAN/ENDED: 9,31/ 9.55 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.62 SLUMP ON ARRIVAL (INCHES)- 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC. - 5.00) 4.75 ENTRAINED AIR (%VOL) (SPEC'. 4.00- 7-GO) UNIT WEIGHT (PCF) (SPEC: ) CONCRETE TEMP. (F) (SPEC. 45 - 85) 83 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS REMARKS: UNLESS NOTED ALL TESTING 1AW: ASTM: C31, C138, C143, C172, 673, C231, C470, C567, C617, C9064 CONCRETE SUPPLIER: -_ JOKYA-GALUS"A CONCRETE,INC. CONCMTE TEST CYt ER COMPRESOM RESULTS PER. ASTM:C30 CONCRETE DESIGN STRENGTH: 3600 P.S.I.a 28 DAYS UNLESS OTHERME MOM ALL CYLOWERS RECEWED: o9i05105 SUPPLIERS MIX FORMULA: PER SUBMTTAL: CEMENT: LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS $ BREAK TYPE P.S.I. WATER: GAL- COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. 19 W.nar-.^1aQreco.-1re fM L Da- } FINE AGGREGATE LBS. ADMIXTURE#1: OZS_ ADMDtTU2E#2: OZS. ADMXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1.FILE 5: 2 SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, C014STRUPION TECHMXOGY TOM JOSLIN,S.E.T_ (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,A.D,&T.S.,INC. 4 William Strad,Ballston Lake,New York 12019 Phone:(518)399-1848 F&v(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 11 :PAGE#:1 175 BROAD STREET,SUITE 320 PREPARATION DATE: 02/07/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: $13.009 INSPECTOR 8 TEST SET: DAVE CASAW #5 ATT'N: MR.TIMOTHY BARBER AMBIENT WEATHER: 80's:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX:QUEEKWURY,NY. OUR FILE LOCATION: 5=1 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD 11 1 ' GRADE BEAM:SE SUILDOG CORNER-11VN PLACEMENT LOCATION OF LOAD 0 2: GRADE BEAM:SE BUILDING CORNER-110'N PLACEMENT LOCATION OF LOAD# 3: GRADE BEAN:SE BUILDING CORNER-110W DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: NA 1 738957 4560 / 738965 4562 1 73896S YARDAGE DELIVERED/SUBTOTAL. 11.251 11.25 11,25 / 22.50 11.25 / 33.75 TIMECONC. BATCHED/ARRIVED: 10451 11.00 11.09 1 11.24 11.40 1 12.00 TIME PLACEMENT BEGAN/EKED: 11,061 11.30 1131 1 11,60 12.00 1 12-20 CONCRETE AGE(HOURS) (SPEC: MAX. 1.50) 0.75 0.68 0.67 SLUM ON ARRIVAL (ACHES): 5,00 5,00 4.75 WATER ADDED ONSRE(GALLONS). WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUM(INCH) (SPEC: - 5 00) 5.00 5.00 4.75 ENTRAINED AIR (%.VOL) (SPEC: 4.00- 7,00) 5.60 Uwr WEIGHT (PCF) (SPEC: ) 148.18 CONCRETE TEMP. (F) (SPEC. 45 - 85) 80 80 81 NUMBER OF TEST SPECIMEN CAST: 8 LAS CYLINDER CONTROL NUMBERS 58201- 58206 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 _ CONCRETE SUPPLIER. JONTA-GAL.USHR CONCRETE,INC. CONCRETE TEST CYLOWER COfiftqtESSWE RESULTS PER: ASTW C39 CONCRETE DESIGN STRENGTH: 350E RS.1.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYL.01DER9 RECBYEQ: 091osm SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 58201 09114/05 7 85.350 C 3020 COARSE AGGREGATE#2: LBS. 58202 09114t05 7 81,600 C 28" COARSE AGGREGATE#3: LBS. 68203 10/05/05 28 116.SW C 4120 FINEAGGREGATE: LBS. 56204 10/05/05 28 119,1W C 4210 ADMIXTURE#1: OZS. 58205 10/05105 28 118,300 C 4190 ADMIXTURE#2: OZS. 58206 SPARE ADMIXTURE#3' OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3, 7: 4: 8: RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY TOM JOSUN,S.E.T. (NICET) MANAGER TECHNICAL.SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New Yak 12019 Phone:(S 18)399-1848 Fax:(S 18)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER. 11 :PAGE#-.2 175 BROAD STREET,SUITE 320 PREPARATION DATE: 09/07/05 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR 8 TEST SET: DAVE CASAW#5 ATTN: MR.TIMOTHY BARBER AMBIENT WEATHER: 89s:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD S 4• GRADE BEAM:SE BUILDING CORNER-110'N DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 45571 738062 YARDAGE DELIVERED I SUBTOTAL: 7.00/ 40.75 TIME CONC. BATCHED/ARRIVED: 12.051 12.20 TIME PLACEMENT BEGAN/ENDED: 12.25/ 12.55 CONCRETE AGE(HOURS) (SPEC: MAX: 1,50) 0.83 SLUMP ON ARRIVAL (INCHES): 4.75 WATER ADDED ONSME(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) UNIT WEIGHT (PCF) (SPEC: } CONCRETE TEMP. (F) (SPEC: 45 - 85) 81 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS REMARKS. UNLESS NOTED ALL TESTING IAW- ASTM: C31, C138, CM, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE.INC. CONCRETE TEST CYLINDER COINFRESSNE RESULTS PER: ASTM:C39 CONCRETE DESIGN STRENGTH: 35W P.S.L 6 28 DAYS UNLESS OTHERWISE NOTEDALL CYLINDERS RECENED: 09/om SUPPLIERS MIX FORMULA: PER SUBMITTAL CEMENT; LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT. LSS. NUMBER DATE DAYS 8 BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE*1: LSS. COARSE AGGREGATE 82- LB& COARSE AGGREGATE 03: LBS, FINE AGGREGATE: LSS. ADMIXTURE F1: OZS. ADMD(TURE 02: OZS. ADMIXTURE 93: OZS. AIR ENTRAINING AGENT. OZS. REPORT DISTRIBUTION: is FILE 5: 2:SUPPLIER 61 3: 7: 4: g; RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. 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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 12 :PAGE#:1 175 BROAD STREET,SUITE 320 PREPARATION DATE: 09108/05 GLENS FALLS.NEW YORK 12801 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW#5 ATT'N: MR.TIMOTHY BARBER AMBIENT WEATHER: 79s:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSSURY NY. OUR FILE LOCATION: 58243 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:SUPPORT BUILDING PLACEMENT LOCATION OF LOAD# 2. FOUNDATION WALL:SUPPORT BUILDING PLACEMENT LOCATION OF LOAD# 3 FOUNDATION WALL:SUPPORT BUILDING DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER I TICKET NUMBER: 4545/ 738999 4557 1 739000 4562 / 739001 YARDAGE DELIVERED 1 SUBTOTAL. 10.501 10.50 10.50 1 21.00 11.25 / 32.25 TIME CONC. BATCHEDIARRIVED: 10,25/ 10,40 10.42 / 10.68 1105 / 11.20 TIME PLACEMENT BEGAN/ENDED: 10.42/ 11.05 11.05 1 11,24 11,25 / 11AB CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.67 0.70 0.72 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 4,75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 S.DO 4.75 ENTRAINED AIR (%VOL) (SPEC. 4.00- 7.00) 5.50 UNIT WEIGHT (PCF) (SPEC: } 146.14 CONCRETE TEMP. (F) (SPEC: 45 - 85) 79 80 80 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 58243- 58248 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C17Z C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA CONCRETE,INC_ CONCRETE TESTCYUNDER COMPPESSIVE RESULTSP13L ASTM.C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.Q 28 DAYS U NLEW OTHEWAKe NOTED ALL CYL 40EM RECENT 09/M5 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS, CYLINDER TEST TEST AGE ULTIMTE LOAD UNIT CEMENT- LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1' LBS. 58243 09/15105 7 92,500 C 3270 COARSE AGGREGATE#2: LBS_ 58244 09/15105 7 9D,800 C 3210 COARSE AGGREGATE#3: LBS. 58245 10/06105 26 FINE AGGREGATE: LBS. 58246 10/D6/05 28 ADMIXTURE*1: OZS. W2.47 10/06/05 28 ADMIXTURE*Z: OZS_ 58248 SPARE ADMIXTURE*3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5 2 SUPPLIER 8: 3: 7, 4' g: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S_E.T. (NICET) MANAGER TECHNICAL SVCS. 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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 12 :PAGED.,2 175 BROAD STREET.SUITE 320 PREPARATION DATE: 09/08/05 GLENS FALLS,NEW YORK 128C1 OUR FILE NUMBER: 813.009 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.TIMOTHY BARBER AMBIENT WEATHER: 7Vs:CLEAR PROJEC ADIRONDACK SPORTS COMPLEX:QUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD t 4: FOUNDATION WALL:SUPPORT BUILDING DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 4556/ 739002 YARDAGE DELIVERED/SUBTOTAL: 10.001 41.00 TIME CONC. BATCHED/ARRIVED: 11.001 11.35 TIME PLACEMENT BEGAN/ENDED: 11.49/ 12.10 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.17 SLUMP ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00} 5.80 UNIT WEIGHT (PCF) (SPEC: ) CONCRETE TEMP. (F) (SPEC: 45 85) 82 NUMBER OF TEST SPECIMEN CAST, LAS CYLINDER CONTROL NUMBERS REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C867, C617, C1064 CONCRETE SUPPLIER: JONNTA-GALUSHA CONCRETE,INC. COMWIETE TEST CYLINDM COMPRESSIVE RESULTSPEW ASTM:C39 CONCRETE DESIGN STRENGTH: 3500 P.S.I.0 28 DAYS UNLESS OTHERWISE NOT®ALL CYLINDERS RECENED., 09/09/05 SUPPLIERS MIX FORM kXA: PER SUBMITTAL: CEMENT. LBS, CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER' GAL. COARSE AGGREGATE 91: LOS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LB& FIVE AGGREGATE. LB& ADMID(TU 2E#1: OZS. l ADMIXT R2E#Z OZS. ADMU(TURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2 SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY TOM JOSLId.S.ET. (NICET) MANAGER TECHNICAL SVCS. 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 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER. 13 -PAGE 1r 175 BROAD STREET,SUITE 320 PREPARATION DATE: mtDaM5 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER 813.009 INSPECTOR&TEST SET: DAVE CASAW SS ATT'N: MR-TIMOTHY BARBER AMBIENT WEATHER: 5ft CLEAR PROJEC ADIRONDACK SPORTS C0WtEX:CIUE0iS8URY NY. OUR FILE LOCATION. 58920 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD 8 1 : SLAB ON GRADE:SUPPORT BUILDING DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 2151 21820 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 99.00 TINE CONC. BATCHED/ARRNED: 8.301 8.45 TIME PLACEMENT BEGAN 1 ENDED: 8.501 9.10 CONCRETE AGE(HOURS) (SPEC: MAX 1.50) 0.67 SLUMP ON ARRIVAL (INCHES): 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IFAPPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 6.001 ENTRAINED AIR (%VOL) (SPEC: 3.00) 1.20 UNIT WEIGHT (PCF) (SPEC: ) 147.67 CONCRETE TEMP. (F) (SPEC: 45 - 85) 78 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 58920- 58925 REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 1:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, CUB, C143, C772, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE L.ATHAM CONCRETE,INC CONCRETE TEST CYLINDER COMPRESSWE RESULTS P9t; ASTM:C39 CONCRETE DESIGN STRENGTH: 350D P.S.I.Q 28 DAYS LRUESSOTHERWW NOTED ALL CYLINDERS RECEMED, 10AX105 SUPPLIERS MO(FORMULA: PER SUBMITTAL: CEMENT. LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER. GAL. COARSE AGGREGATE 01: LBS. 58920 10110/05 7 91,800 C 3250 COARSE AGGREGATE*2: LBS. 58921 T0/10105 7 92,6w C 3280 COARSE AGGREGATE 03: LBS- 589M 10/31/05 28 129.700 C 4690 FMNEAGGREGATE: LBS. 58923 10131/05 28 125.400 C 4440 ADMIXTURE 1N: OZS. 58924 10131/05 28 126,000 C 4460 ADMIXTURE 42: OZS. 58925 SPARE ADMIXTURE 1I3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4- 8: RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY TOM JOSUN,S. . . (NICEr) MANAGER TECHNICAL SVCS.