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2008-650 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20080650 Date Issued: Tuesday, June 23, 2009 This is to certify that work requested to be done as shown by Permit Number P20080650 has been completed. Tax Map Number: 523400-288-020-0001-020-000-0000 Location: 1172 STATE ROUTE 9 Owner: GREAT ESCAPE THEME PARK LLC Applicant: SASQUATCH RIDE This structure may be occupied as a: Amusement Ride By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (� ° 44 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: P20080650 Application Number. A20080650 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is herebygranted to: GREAT ESCAPE THEME PARK LLC For property located at: 1172 STATE ROUTE 9 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: GREAT ESCAPE THEME PARK L Amusement Ride $267,000.00 PO BOX 543185 Total value $267,000.00 DALLAS, TX 75354-3185 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2008-650 SASQUATCH RIDE FOUNDATION $100.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, December 19 (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 o of ns�� ry; y, December 19,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ` _______________________""OFFICEUSEONLY ��_`"__ .`___X __.___ TAX MAP NO. _PERMIT NO.-----_ f �i u?i � FEES: PERMITv ice'-- RECREATION_---__.ENGINEERINGv (If applicable) ; .__._._..__________________..______.__.________________________________, "0....._______________ PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER:_ BBL Construction Services OWNER:_6lag,-L1ap_ GraatEsca e___ ADDRESS:302 Washington Ave Ext. ^_— ADDRESS: Route 9 PO Box 511 Lake George, NY PHONE NOS. 518-452`8200 _--`__Y PHONE NOS.518-792_-3500 ext3320_ CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:��J /�i�l _PHONE:_ S�3 _� '� LOCATION OF PROPERTY:_Six Flags_the Great Escape Route 9 PO Box_511 lake George L NY SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR O_ p PROJECT p ~ O O U) acc d CO w OI O L LL.LL ua. -LL ( = f O(�U z Q Q e-U N( OLL OL~L a2a8 I SINGLE FAMILY TWO-FAMILY I MULTI-FAMILY(NO._____) i TOWNHOUSE BUSINESS OFFICE I RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER ��r' �4 __ X Town of Queensbury- Community Development Office• 742 Bay Road, Queensbury, NY 12804 e IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: 6_Flags_the Great Escape ---_-__-_--_ ESTIMATED CONSTRUCTION COST:-267 000 — -- FUEL TYPE:_�11-_--^_—_—_---_ HEAT TYPE? N/A _--___*HOW MANY FIREPLACE(S)__N�N--AND/OR WOODSTOVES(S): N/A --_ ZONING CATEGORY:_ ARE THERE WETLANDS ON THIS SITE?_-NO —_--- IS THIS A HISTORIC SITE? No PROPOSED USE OF BUILDING OR ADDITION: Amusement Ride ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?— Np____�—_ _—_---___--__— ARE THERE EASEMENTS ON PROPERTY? N_o_____ *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office — I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building;laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 1,also understand that 1/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. LIve read an afire to the above. ned Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes(a-gueensburv.net systems) (: VISIT OUR WESSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.aueensbury.net required permits, the permit process, application requirements or to schedule an appointment) •-------------------------------------------+ -----------_____------ ...... 0 , This application/ proposed action described ` Permission is hereby granted to the above herein is found to be in accordance with the oo Applicant to erect or alter the building described ; zoning Laws of the Town of Queensbury. herein in accordance with said Application: 11 10 00 ' ' , , 0, , , , ZONING APPROVALDATE BUILDING&CODES APPROVAL DATE , 11 1 , , 0- 1---------------------------------------J .-------------------- ----------------------0.. Town of Queensbury - Community Development Office- 742 Bay Road, Queensbury, NY 12804 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection a re ed: Queensbury Building&Code Enforcement Arrive: - , a epart: a ?�p4/ 742 Bay Road,Queensbury,NY 12804 Inspector's Initia s: F NAME: _ 06 Q LQ PE T#: LOCATION: - � — A DATE. COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location R EC:C 1 \; En 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 . 8. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if re uired 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 Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway U0 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Tem . 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 In ion re es Queensbury Building&Code Enforcement Arrive: _ a epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini Y �- NAME: L`e PERMIT#: LOCATION: 7 r INSPECT ON: TYPE OF STRUCTURE: COMIMeats Y N NA F Piers no ithic S ab 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. �. ___�__v Foundation/Wallpour - Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L folding&Codes Formsftilding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 'Jar n Foundation Inspection Report Office No.(518)761-8256 Date Inspection requeted: _Queensbury Building&Code Enforcement Arrive: �`�am,� Depart: . o �m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:.. NAME: ��G%� �� ARMIT#: LOCATION: 3 ' INSPECT ON: TYPE OF STRUC . Commena Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\inspection Fonns\Foundation Inspection Report doc Last printed 12/20/2005 9:24:00 AM a Foundation Inspection Report Office No.(518)761-8256 Date Inspection u t re ve Queensbury Building&Code Enforcement Arrive: m part: )L mom 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1 NAME: ,.� :SCE SSG` �, ERMIT#: LOCATION: fc '" INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings a -vzo , F M �33c Piers Monolithic Slab BRnsitej in E,c#{�V, e►� N to tor is responsible for rotection from freezing following the placement te.r is se on site. Fours i n Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes FormsWuiiding&Codesunspectlon Formsfoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM BBL Carlton, LLC Phone 518 452-1922 � Oh 302 Washington Ave. Ext. Fax 518 640-6323 PC Box 12789 www.bblinc.com Albany, New York 12212 Transmittal Date: June 11, 2009 To: From: Town of Queenbury Building Department Jon Kirk 742 Bay Road BBL Queensbury,NY 12804 Albany NY 12212 Attn: Sent Via: John Hand Delivered #Copies Description (1) 3000 psi Concrete'Test Reports for Tower footing,poured on 1/22,109 (1) 3000 psi Concrete Test Reports for 2 Tower piers,poured on 1%29/09 (1) 000 psi Grout Test Reports for under 8 Tower base plates, poured on 2,'19/09 cc: file T h e W a y t o B u i I d T o d a y evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Sasquatch Ride CLIENT: BBL REPORT NO: E-09-10-01-22-09-1 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 01-22-09 LOCATION: Footing for Sasquatch Ride JOB NO: ETE-09-10 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set No. Plant Total Remarks +Field 1 770732 4568 10.0 0802 0905 0927 4.0 28 6.0 60 42514 Set 1 of 4 cyls 6 77037 4562 10.0 1003 1038 1048 4.5 28 6.2 60 42514 Set 2 of 4 c Is COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) P AS RECEIVED Field Results Reported to:Troy 1,2 1769 1773 01-26-09 01-29-09 144.9 143.9 7 2230 2480 Transported By: 1770 1774 02-19-09 145.2 144A 28 4110 4310 1771 1775 02-19-09 144.9 144.4 28 4100 4480 Remarks: Hot water 1772 1776 143.9 144.4 H Weather: Snow shower,AM a i Specification at 28 Days: 4K Average 28 Day Strength: 4110/4400 Average 56 Day Strength: Ar �4 evergreen TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Sasquatch Ride CLIENT: BBL REPORT NO: E-09-10-01-22-09-2 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 01-22-09 LOCATION: Footing for Sasquatch Ride JOB NO: ETE-09-10 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set No. Plant Total Remarks +Field 11 770742 4585 10.0 1120 1156 1210 10 6.0 28 6.8 60 42514 Set 3 of 4 cyls 16 770747 4560 10.0 1215 1256 1305 10 5.0 20 6.4 60 42514 Set 4 of 4 c Is COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Troy 3,4 1777 1781 01-26-09 01-29-09 142.6 144.9 7 2110 2140 Transported By: 1778 1782 02-19-09 142.9 144.2 28 3800 4100 1779 1783 02-19-09 142.4 143.9 28 3610 4010 Remarks: Hot water 1780 1784 03-19-09 142.4 143.9 56 Weather: Snow shower, AM Specification at 28 Days: 4K Average 28 Day Strength: 3710/4060 Average 56 Day Strength: eve rg re e n TESTING&ENVIRONMENTAL SERVICES, INC . 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Sasquatch Ride CLIENT: BBL REPORT NO: E-09-10-01-22-09-3 CONTRACTOR: BBL CONCRETE SUPPLIER: Pallette DATE: 01-22-09 LOCATION: Footing for Sasquatch Ride JOB NO: ETE-09-10 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m.) Temp Air Temp. Set No. Plant Total Remarks +Field 21 770762 4582 10.0 1327 1400 1415 15 7.0 28 7.2 58 42514 Set 5 of 4 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Troy 5 1785 01-26-09 01-29-09 141.9 7 2040 Transported By: 1786 02-19-09 142.4 28 3630 1787 02-19-09 142.1 28 3660 Remarks: Hot water 1788 03-19-09 141.6 56 Weather: Snow shower, AM Specification at 28 Days: 4K Average 28 Day Strength: 3650 Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Sasquatch Ride CLIENT: BBL REPORT NO: E-09-10-01-29-09 CONTRACTOR: BBL CONCRETE SUPPLIER: Jointa Galusha DATE: 01-29-09 LOCATION: Two top caps for large concrete mat JOB NO: ETE-09-10 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set NO. Plant Total Remarks +Field 1 770831 7.0 1126 1220 1257 4.0 - 5.6 60 42514 Set 5 of 4 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:MT NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to:Troy with BBL 1 1831 01-30-09 02-05-09 142.6 7 2370 Transported By: 1832 02-05-09 145.7 7 2340 1833 02-26-09 143.1 28 4310 Remarks: 1834 02-26-09 143.4 28 4180 1835 143.1 H Weather: Cold 1836 143.1 H Specification at 28 Days: 4K Average 28 Day Strength: 4250 Average 56 Day Strength: evergreen TESTING& ENVIRONMENTAL SERVICES,INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 COMPRESSION TEST REPORT ASTM C109 2" x 2" x 2" CUBE SPECIMENS PROJECT: Sasquatch Ride-Great Escape CLIENT: BBL REPORT NO: E-09-10-02-19-09 CONTRACTOR: BBL MORTAR/GROUT SUPPLIER: Pallette DATE: 02-19-09 LOCATION: Base Plate MEASURED DIMENSIONS: FABRICATION BY: EM TRANSPORTATION BY: COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE AGE LOAD COMPRESSIVE NO. NO. RECEIVED TESTED (DAYS) (LBS) STRENGTH (PSI) 1 2456 02-20-09 02-26-09 7 1939. 4850 2456 02-26-09 7 16660 4170 2457 02-26-09 7 18795 4700 2458 03-19-09 28 31420 7860 2459 03-19-09 28 28400 7100 2460 03-19-09 28/H Specification Requirements at 28 clays: 5K Average 28 Day Compressive Strength: 7860 ECEWIE a member of the GLYNN GROUP D N�� b 1b1� June 16, 2009 J VVry' r 1 TOWN OF QU BURY ao BUILDING & CODES c Z The Great Escape Theme Park c NY Route 9 0 Lake George,NY 12845 U • Attn: Mr. Robert Culver c °) SUBJECT: S&S Turbo Drop Tower H Foundation Construction-Certification GGE 08-2042 i Q1 +� Dear Mr. Culver: Please be advised that based on shop drawing review, site visits during key elements of construction • and review of concrete test samples, we find that the foundation for the Sasquatch has been constructed in general conformance with the plans and specifications. Based on our efforts we find that the foundation V may be used as intended. S . Q) Sincerely, OF NSW Y W. c a0i �Q' �2 O'Q v EN • ° Mark W. Glynn, P. .OQFESS1pNP~� Consulting Engineer, Pri L N V GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street, Lockport, New York 14094 D0cF1LE,2o9_0o to Foundatiunlztt-dux voice 716.625.6933/fax 716.625.6983 www.glynngroup.com New York State Department Of Labor Division of Safety and Health t License and Certification Unit Room 161 A dy °� State Campus Building 12 Albany NY 12240 �x F Statement Of Load Test Prepare For Passenger Carrying Amusement Device In Duplicate 1. Type Of Amusement Device And Name Device Is Known By 2. Name And Address Of Owner O The Device 3. Federal Employer Identification Number(FEIN) 0- Cae 6�- 4. identification Number Of The Device 5. Device Manufacturer's Name And Address 6. Normal Maximum Speed 7. Carrying Capacity LQ,t- (Z y� 7` a. Number Of Persons b. Weight /� 8. Statement Of Person Making Test On '(111 0t ),yoq the undersigned conducted a load test of the amusement device described above,and such device satisfactorily withstood the test prescribed in Code Rule 45,without failure in any material respect. a. Signature And Title�%�._ ;/L�� ' Ui� V eA, b. Firm Name And Address 1 .3St& c.��' 2s'cc c. Check Appropriate Box OkManufacturer of Device or Boxes Applying to ❑ Insurance Carrier ❑ Professional Engineer Note To Tester: Did a New York State Department of Labor Inspector witness the test described above? ❑ No ❑ Yes-Signature of Inspector Date Forward original of this statement to the Program Manager,Industry Inspection Bureau,Room 157,Building 12,State Office Campus,Albany,NY 12240 and the duplicate to the owner of the device as a permanent record of the test. See Reverse Side For Extracts From Industrial Code Rule 45 SH-88(07-08) �tiOF N�yf,� New York State Department Of Labor 4 Division of Safety and Health . ` License and Certification Unit Room 161A State Campus Building 12 ,,. Albany NY 12240 Statement Of Load Test Prepare For Passenger Carrying Amusement Device In Duplicate 1. Type Of Amusement Device And Name Device Is Known By EGG � O 2. Name And Address Of Owner Of The Device 3. Federal Employer Identification Number(FEIN) 4. Identification Number Of The Device 5. Device Manufacturer's Name And Address 6. Normal Maximum Speed r cJ fff r f/, 7. Carrying Capacity a(� 6-Y-31-1 a. Number Of Persons b. Weight l� 7 / 8. Statement Of Person Making Test On �� the undersigned conducted a load test of the amusement device described above,and such device satisfactorily withstood the test prescribed in Code Rule 45,without failure in any material respect. a. Signature And Title.' / ek- c g b. Firm Name And Address C)✓`f OIL w;ef V, l vt C, c. Check Appropriate Box jManufacturer of Device or Boxes Applying to ❑ Insurance Carrier ❑ Professional Engineer Note To Tester: Did a New York State Department of Labor Inspector witness the test described above? ❑ No 13 Yes-Signature of Inspector Date Forward original of this statement to the Program Manager,Industry Inspection Bureau,Room 157,Building 12,State Office Campus,Albany, NY 12240 and the duplicate to the owner of the device as a permanent record of the test. See Reverse Side For Extracts From industrial Code Rule 45 SH-88(07-08) w Turbo DropTM Commissioning Schedule TABLE OF CONTENTS Section 1:Introduction V e r t i c a l A Section 2: Factory Ride Control System General Test Plan 2.1:Power Management 2.2:Input/outputs 2.3:Modem Setup V 2.4:Ultrasonic Setup\ DF Section 3: Ride Control System General Test Plan ` 0 3.1:Power Management 3.2:Input/outputs (b L CO3.3:Sensor Calibration 3.4:Ultrasonic Sensor • 'WORLD I WIDE, ® 3.5:Oiler ,O 3.6:Maintenance Mode 3.7:Run Mode & S people LooH OQ 3.9:Alarm Simulation Section 4: Turbo Drop Installation Inspection 4.1:Tower Structure 4.2:Marquee 4.3:Control System 4.4:Power and Lighting 4.5:Air System COMMISSIONING SCHEDULE 4.6:Turbo Valve For the 4.7:Passenger Cart 4.8:Passenger Cable System TURBO DROPTM 4.9:Weigh System Copyright:June 16, 1997 4.10:Safety Backup System S Inc. USA 4.1 1:Lubrication System &S Worldwide, 4.12:Operational Function Logan,UT 84341 4.13:Safety System Phone:(435)752-1987 Fax:(435)752-1948 Section 5: Personnel Training January 11,2000 Newer revisions of this manual supercede all previous editions. SECTION 1:Introduction/I'esting SECTION 3:Site Test—Ride Control System General Test Plan Introduction 3.1:Power Management This document has been prepared to record the commissioning details for the Turbo Write measured voltage values on the blank lines. DropTM installed at_Six Flags Great Escape 123_Input power to Islatrans/Oneac(should be 108-130 volts AC). The tests carried out at the site were done in accordance with the Ride Control System 123_Output power from Islatrans/Oneac(should be 108-130 volts AC). General Test Plan.A Turbo DropTM installation inspection was also carried out by S&S 123 108-130 volts to modem transformer and battery charger outlets. Power,Inc.The control system was also inspected and tested at the factory. 24_24 volts from control power supply. 24 volts from restraint power supply. The ride performed satisfactorily through all of the above tests.Please view the Make sure the CPU and Panel View have power. individual test results. _X_Key switch should be providing a signal to the power bus. _X_Power bus providing power to normal 24 volt strip Testing _X_Power bus providing power to 24 volt safety strip. _X_All power is off with knife blade switch in off position. At the S&S Power,Inc.factory,the control system passed a quality control test.The test is very similar to on-site control start-up tests. 3.2:Input/outputs Each input and output will be tested individually to/from the controller.This will be accomplished using the individual valves or components.Each input will be triggered to make sure the computer gets the signal and that the signal is in the right spot.The outputs will be measured at the components.The tests have already been performed at the factory. to the output of the controller. Slot 0:CPU,SLC 5/03 L-532 Slot 1:Input module,1746-IB16(Power Bus) This card was tested at the factory Slot 2:Output module,1746-OB16(Power Bus) This card was tested at the factory SECTION 3:Site Test—Ride Control System General Test Plan 1/0 LOCATION DESCRIPTION/Symbol NOTE Digital In uts 1:1/0 24V IN X 1:1/1 UVR 1 &2 On X I:1/2 ST 1 &2 On X I:1/3 N1 On X I:1/4 24N On X 1:1/5 SR1 On X 1:3/6 Down Button X 1:1/6 1:3/7 Lower Slowdown Prox X 1:1/7 1:3/8 Enable Button X I:1/8 Watchdog Signal X 1:3/9 Estop Button X 1:1/9 24SV On X 1:3/10 Restraint Power X 1:1/10 1:3/11 Home Prox X 1:1/11 1:3/12 Upper Slowdown Prox X 1:1/12 1:3/13 Brake Prox X 1:1/13 Maintenance Ke switch X 1:3/14 Up Valve Closed Prox X 1:1/14 Run Ke switch X 1:3/15 Up Block Valve Closed Prox X 1:1/15 Analog Inputs Digital Out uts 0:2/0 UVR 1 X 1:4.0 Oiler Pressure Sensor NA 0:2/1 ST1 X 1:4.1 0:2/2 N 1 X 1:4.2 0:2/3 SR1 X 1:4.3 0:2/4 Enable Button Light X 0:2/5 Watchdog Signal X 1:5.0 0:2/6 Remote Down Button Light X 1:5.1 Cylinder 3 Pressure Sensor X 0:2/7 Estop Light X 1:5.2 Cylinder 4 Pressure Sensor X 0:2/8 1:5.3 0:2/9 0:2110 1:6.0 Cylinder 1 Pressure Sensor X 0:2/11 1 1:6.1 Cylinder 2 Pressure Sensor X 0:2/12 1:6.2 Turbo 1 Pressure Sensor X 0:2/13 1:6.3 Turbo 2 Pressure Sensor X 0:2/14 0:2/15 1:7.0 Supply Tank 1 Pressure Sensor X 1:7.1 Supply Tank 2 Pressure Sensor X Digital Inputs 1:3/0 Wei h Button X AnalogOut uts 1:3/1 Weigh Error Prox X 0:7.0 Maintenance Valve X 1:3/2 Bottom Weigh Prox X 0.7.1 Analog 1:3/3 To Weigh Prox X Outputs 0:8.0 Letdown 1 X 1:3/4 Start Button X 0:8.1 Letdown 2 X 1:3/5 Letdown Prox X 0:8.2 Letdown 3 X 0:8.3 Letdown 4 X Di ital Outputs 0:9/0 Turbo Drain X 0:9/1 Turbo Fill Valve X 0:9/2 Restraints Relay X 0:9/3 Brakes Close X 0:9/4 Up Valve X 0:9/5 Up Block Valve X 3.4:Ultrasonic Sensor 0:9/6 Pure Valve X 0:9/7 Cylinder 1 Oiler X This ride uses the new Prox Weigh system. The Ultrasonic Sensor has been removed. 0:9/8 Brakes Release X 0:9/9 Dump Valve X 3.5:Oiler 0:9/10 Filter Drain X 0:9/11 Maint/Pure Block Valve X Goto the Oiler Setup screen in the Maintenance directory set up the cylinder oilers. 0:9/12 _X_Fill the oiler tank to the minimum level mark on the 0:9/13 Port Valve X Turn the air on to the oiler. 0:9/14 _X_Purge the lines.Remove the injector from the cylinder and place in a container to 0:9/15 Auto Drain Supply&Filter X catch the oil.Repeatedly push the blue icon that matches the line you need to purge until the oil reaches the injectors.Retighten the injectors. 3.6:Maintenance Mode (Determine that the ride can move at a controlled slow speed.This shows that the PLC has control of the maintenance and let-down valves.) The ride is to be started in maintenance mode before going to run mode.This is to ensure that the cables are tracking properly,the pistons are moving smoothly,the sheaves are SECTION 3:Site Test—Ride Control System General Test Plan turning properly,etc. Enter the password to move the panel view to the setup screen. _X_Make sure the packing is out of the maintenance valve. _X_Push in the E-stop and then turn the key to maintenance mode. X Push the maintenance on button. 3.3:Sensor calibration:(Determine if all sensors are showing the correct values) _X_Push the increase button until the cart lifts. _X_Lift cart up 30-50 feet and let it coast down. (Enter the password to go to the maintenance screen.Make sure there is 0 pressure in _X_With the cart suspended by the cables,adjust cart wheel and slide positions to both the supply and shot tanks.Press zero sensors.Zero the sensors.) center cart. _X_Is the lift pressure okay?(Lift pressure on a normal empty 12 seat cart is about 10 _X_Charge supply tank. psi,) _X_Does supply tank pressure transmitter#1 agree with the gauge? _X_Use the maintenance mode to install each of the 4 shocks.(Follow the shock _X Does supply tank pressure transmitter#2 agree with the gauge? installation procedure.) _X`_Do supply tank pressure transmitter#1 and#2 agree? _X_Lift the cart to the top. _X_Does turbo tank pressure transmitter#1 agree with the gauge?Maintenance mode _X_Turn off maintenance mode and push down button. will add a slight amount of pressure to make this comparison.Also,please check it again when the shot tank has been filled for the first time. _X_Does turbo tank pressure transmitter#2 agree with the gauge? _X_Do turbo tank pressure transmitter#1 and#2 agree? _X_Do cylinder pressure transmitter#1 and#2 agree? SECTION 3:Site Test—Ride Control System General Test Plan 3.7:Run Mode 139/16 B9:1/0 Math Overflow ALL X (Begin initialization and start up of the actual ride.Cycles will begin with very low B9/17 B9:1/1 Carl Slipped In Brakes TD COMBO x pressure and work up to the correct pressure.) B9/18 89:1/2 Queue Gates Open At The Wrong Time RIDE SPECIFIC NA Extra precaution should be taken when entering the run.The components have not B9/19 09:1/3 Restraint Power On During Weigh ALL x been loaded and the shot tank and cylinders have not been pressurized. 89/20 B9:1/4 Sequence 110 Took Too Long To Weigh ALL x B9/21 B9:1/5 Sequence 115 Took Too Long To Press Fill And Enable Buttons SS COMBO DS X B9/22 B9:1/6 Sequence 120 Took Too Long To Fill Shot Tank - SS COMBO,DS. x Weigh Mode:(Determine correct values to be entered into the PID for weigh Sequence 130 Took Too Long To Bleed Shot Tank Or Press And Hold Shoot And mode.) B9/23 89:1/7 Enable Buttons SS,COMBO,DS X B9/24 J 89:1/8 1 Sequence 140 Took Too Long To Launch SS,COMBO DS X _X_ Push the weigh button.Does the cart raise and stabilize properly? 139/25 139:1/9 Sequence 150 Took Too Long To Letdown SS,COMBO,DS x _X_ Record the weight 0 B9/26 B9:1/10 Sequence 160 Took Too Lon To Press Start And Enable Buttons TD,COMBO X _X_ Adjust parameters so the weight is approximately 0 lbs with an empty cart. B9/27 B9:1/11 Se uence 170 Took Too Long To Lift To Brakes TD COMBO X B9/28 B9:1112 Sequence 180 Took Too Lon To Enter Brakes TD COMBO X Make sure the weight increase is approximately 100 lbs. B9/29 89:1/13 Sequence 190 Took Too Long To Close Brakes TD,COMBO X _X_Weigh the ride 5 times.The weight should read plus or minus 200 lbs. 89/30 B9:1/14 Sequence 200 Took Too Long To Fill Turbo Tank TD,COMBO x 9 =15 _15 6__0 89/31 B9:1/15 Sequence 210 Took Too Long To Drop TD,COMBO X B9/32 B9:2/0 -Supply Tank Pressure Sensor 1 Had An Open Wire ALL X 89/33 B9:2/1 Supply Tank Pressure Sensor 2 Had An Open Wire ALL X 89/34 B9:2/2 Turbo Tank Pressure Sensor 1 Had An Open Wire TD COMBO X B9/35 B9:2/3 Turbo Tank Pressure Sensor 2 Had An Open Wire TD,COMBO X B9/36 B9:2/4 Supply Tank Pressure Sensor Discrepancy ALL X B9/37 B9:2/5 Turbo Tank Pressure Sensor Discrepancy TD,COMBO X 89/38 B9:2/6 Supply Tank Pressure Sensor 1 Is Out Of Range To Zero ALL X 69/39 B92/7 Supply Tank Pressure Sensor 2 Is Out Of Range To Zero ALL X SECTION 3:Site Test—Ride Control System General Test Plan B9/40 B9:2/8 Turbo Tank Pressure Sensor 1 Is Out Of Range To Zero TD COMBO X B9/41 B9:2/9 Turbo Tank Pressure Sensor 2 Is Out Of Range To Zero TD,COMBO X B9/42 B9:2/10 Cylinder 1 Pressure Sensor Is Out Of Range To Zero ALL X 3.9:Alarm Simulation B9/43 B9:2/11 Cylinder 2 Pressure Sensor Is Out Of Range To Zero ALL X B9/44 B9:2/12 Cylinder 3 Pressure Sensor Is Out Of Range To Zero ALL X Perform the following list of failure tests. Note that more than one fault might show up B9145 B9:2/13 Cylinder 4 Pressure Sensor Is Out Of Range To Zero ALL X for each test. B9/46 B9:2/14 Cylinder Pressure Is Too High ALL x B9/47 B9:2/15 TEST B9/48 B9:3/0 OPERATOR ALARMS RIDE TYPE PASSED 69/49 B9:3/1 89/0 1 B9:0/0 B9/1 B9:0/1 Wei h Button Held Down Too Lon ALL X B9/50 69:3/2 89/51 B9:3/3 B9/2 B9:0/2 Start/Shoot Button Held Down Too Long ALL X 89/52 B9:3/4 139/3 139:0/3 Down Button Held Down Too Long ALL X 89/53 B9:3/5 Shot Tank Pressure Sensor i Had An Open Wire SS,COMBO,DS NA 89/4 B9:0/4 Down Button Pressed DuringCycle ALL X B9/54 B9:3/6 Shot Tank Pressure Sensor 2 Had An Open Wire SS,COMBO DS NA B9/5 B9:0/5 Fill Button Held Down Too Lon SS,COMBO,DS B9/55 B9:3/7 Shot Tank Pressure Sensor Discrepancy SS,COMBO,DS NA 89/6 B9:0/6 Remote Enable Button Held Down Too Lon ALL x X B9/56 89:3/6 Push 1 Pressure Sensor Had An Open Wire SS COMBO DS NA B9/7 B9:0/7 B9/57 89:3/9 Push 2 Pressure Sensor Had An Open Wire SS,COMBO,DS NA 139/6 89:0/6 B9/58 B9:3/10 Push 3 Pressure Sensor Had An Open Wire SS,COMBO DS NA 89/9 B9:0/9 89/59 B9:3/11 Push 4 Pressure Sensor Had An Open Wire SS,COMBO,DS NA B9/10 B9:0/10 B9/60 B9:3/12 Push 1 Pressure Sensor Is Different Than Average SS,COMBO,DS NA B9/11 B9:0/11 B9/61 89:3/13 Push 2 Pressure Sensor Is Different Than Average SS,COMBO,DS NA B9112 89:0/12 139/62 B9:3/14 Push 3 Pressure Sensor Is Different Than Average SS,COMBO,DS NA 89/13 B9:0/13 B9/63 89:3/15 Push 4 Pressure Sensor Is Different Than Average SS,COMBO,DS B9/14 B9:0/14 89/15 B9:0/15 B9/64 B9:4/0 Home Prox Failed To Change States RIDE SPECIFIC B9/65 89:4/1 Failed To See Bottom Wei h Prox RIDE SPECIFIC CYCLE STOP ALARMS B9/66 B9:4/2 Failed To See Top Weigh Prox ALL X 139/67 B9:4/3 Failed To See Weigh Error Prox TD,COMBO X 139/95 1 89:5/15 _ 89/68 B9:4/4 Failed To See Lower Slowdown Prox TD COMBO X SAFETY STOP ALARMS B9/69 89:4/5 Failed To See Upper Slowdown Prox TD,COMBO X B9/96 B9:6/0 Sequence 300 Took Too Long For Cart to Be Home ALL X 89/70 B9:4/6 Failed To See Lower And Upper Slowdown Prox TD,COMBO X B9/97 89:6/1 Failed To See Letdown Prox ALL X 139/71 B9:4/7 Invalid Weight ALL X 139/98 89:6/2 139/72 B9:4/8 Cart Lifted Too High ALL X B9/99 69:6/3 B9173 B9:4/9 Cart Drooped Too Low ALL X B9/100 B9:6/4 Cylinder 1 Pressure Sensor Had An Open Wire ALL X 89/74 B9:4/10 Push 1 Pressure Sensor Is Out Of Range To Zero SS,COMBO,DS NA 139/101 89:6/5 Cylinder 2 Pressure Sensor Had An Open Wire ALL X KB9/79 B9:4/11 Push 2 Pressure Sensor Is Out Of Range To Zero SS COMBO DS NA B9/102 B9:6/6 Cylinder 3 Pressure Sensor Had An Open Wire ALL X B9:4/12 Push 3 Pressure Sensor Is Out Of Range To Zero SS COMBO,DS NA B9/103 89:6/7 Cylinder 4 Pressure Sensor Had An Open Wire ALL X B9:4/13 Push 4 Pressure Sensor Is Out Of Range To Zero SS COMBO DS NA B9/104 89:6/8 Cylinder 1 Pressure Sensor Is Different Than Average ALL X B9:4/14 Push Pressure Is Too High SS,COMBO DS NA g9/105 B9:6/9 Cylinder 2 Pressure Sensor Is Different Than Average ALL X B9:4/15 69/106 89:6/10 Cylinder 3 Pressure Sensor Is Different Than Average ALL X B9/8O B9:5/0 Oiler Fluid Level Is Low RIDE SPECIFIC X B9/107 B9:6/11 Cylinder 4 Pressure Sensor Is Different Than Average ALL X 8 6 9/61 B9:5/1 Oiler Low Pressure Error RIDE SPECIFIC NA B9/108 96/12 B9/82 B9:5/2 Cylinder 1 Oiler Line Clogged Or Solenoid Stuck Closed RIDE SPECIFIC NA B9/109 9:6/13 B9/83 B9:5/3 Cylinder 2 Oiler Line Clogged Or Solenoid Stuck Closed RIDE SPECIFIC NA B9/110 B96/14 89/84 B9:5/4 Cylinder 3 Oiler Line Clogged Or Solenoid Stuck Closed RIDE SPECIFIC NA B9/111 69:6/15 B9/85 B9:5/5 Cylinder 4 Oiler Line Clogged Or Solenoid Stuck Closed RIDE SPECIFIC NA Bg/1121 89:7/0 Shot And Turbo Drop Mode Ke switch Seen At The Same Time COMBO NA B9/86 89:5/6 B9/113 B9:7/1 139/87 B9:5/7 Shot Fill Valve Failed To Open SS,COMBO DS NA B9/714 B97/2 B9/88 89:5/8 Shot Fill Valve Failed To Close SS,COMBO DS NA 09/715 69:7/3 B9/89 B9:5/9 Gate Valve Failed To Open SS COMBO DS NA 69/116 B9:7/4 B9190 89:5/10 B9/117 B9:7/5 B9/91 B9:5/11 Port Valves Failed To Open COMBO NA B9/118 B9:7/6 89/92 B9:5/12 Port Valves Failed To Close COMBO NA B9/93 69:5/13 Turbo Valves Failed To Open COMBO NA B9/119 B9:7/7 89/120 69:7/8 89/94 B9:5/14 B9/121 139:7/9 B9/122 B9:7/10 B9/123 B9:7/11 B9/124 B9:7/12 89/125 B9:7/13 B9/126 B9:7/14 89/127 89:7/15 ESTOP ALARMS B9/128 139:8/0 Estop Button Pressed ALL X 89/129 69:8/1 24SV CR-1 Did Not Transfer On ALL X 139/130 B9:8/2 24SV CR-2 Dld Not Transfer On ALL X 89/131 B9:8/3 89/132 B9:8/4 B9/133 B9:8/5 89/134 139:8/6 Gate Valve Failed To Close SLC SS COMBO DS NA B9/135 B9:8/7 Turbo Valves Failed To Close SLC COMBO NA 89/136 B9:8/8 Gate Valve Failed To Close Ride Micro COMBO NA B9/137 B9:8/9 Turbo Valves Failed To Close Ride Micro COMBO NA B9/138 B9:8/10 89/139 B9:8/11 139/140 B9'8/12 B9/141 89:8/13 Hit 42 B9:8/14 B9/143 89:8/15 B9/144 69:9/0 89/145 B9:9/1 89/146 B9:9/2 B9/147 89:9/3 B9/148 B9:9/4 89/149 89:9/5 B9/150 89:9/6 B9/151 B9:9/7 69/152 B9:9/8 B9/153 B9:9/9 I B9:9/10 B9:9/11 B9:9/12 89:9/13 B9:9/14 B9:9/15 139:1010 139/161 B9:1011 09/162 B9:10/2 B9/163 B9:10/3 B9/164 89:10/4 B9/165 89:10/5 89/166 B9:1016 89/167 89:10/7 B9/168 B9:1018 B9/169 B9:10/9 B9/170 139:10/10 B9/171 139:10/11 B9/172 B9:10/f2 B9/173 89:10/13 B9/174 89:10/14 B9/175 B9:10/15 PBUS ALARMS B9/176 139:11/0 Normal Relay 1 Is On When Should Be Off ALL X B9/177 89:11/1 Normal Relav 2 Is On When Should Be Off ALL X B9/178 B9:11/2 Safety Relay 1 Is On When Should Be Off ALL X B9/179 139:11/3 Safety Relay 2 Is On When Should Be Off ALL X B91180 B9:11/4 Watchdoq Timed Out ALL X B9/181 89:11/5 Run And Maintenance Keswitch Were Seen At The Same Time ALL X B9/182 139:11/6 N7 Did Not Transfer On ALL X B9/183 139:11/7 N2 Did Not Transfer On ALL X B9/184 139:11/8 Shunt Trips Were Off At The Wrong Time ALL X B9/185 89:11/9 UVR's Were Off At The Wrona Time ALL X 139/186 89:11/10 ESR N.C.Did Not Transfer On ALL X B9/187 B9:11/11 ESR N.C.Did Not Transfer Off ALL X B9/188 89:11/12 89/189 B9:11/13 89/190 89:11/14 .1.1 1, 11/15 B9/192 B9:i2/0 B9/193 89:12/1 69l194 89:12/2 B9/195 � B9:12/3 B9/197 B9:12/5 B9/198 B9:12/6 B9/199 B9:12/7 B9/200 B9:12/8 B9/201 B9:12/9 69/202 B9:12/10 B9/203 B9:12/11 B9/204 B9:12/12 B9/205 8912/13 B9/206 B9:12/14 B9/207 B9:12/15 SECTION 3:Site Test—Ride Control System General Test Plan This Turbo Drop Ride has been tested and approved by S&S Power,Inc.by Jeff Boatright Service Technician 04/15/2009 Authorized Inspector Title Date SECTION 4:On-Site Inspection—Turbo DropTm Installation Inspection O Gaskets are in place between air tank sections. [91 Air tank is free of leaks. 4.1:Tower Structure O Air lines are properly fastened to the tower. O Fill valve is properly installed and is functional. © Tower is properly welded to foundation. © Joint alignment is smooth and flush. 4.6:Turbo Valve Assembly © Bolts are made of correct material and are marked accordingly. O Bolts are torqued and painted with torque stripes. O Air lines are properly terminated at the main valve assembly. © Surfaces are properly coated and free of rust. O Turbo valve assembly is securely mounted to the air tank and is free of leaks. © Ladder is clear and a climbing device is present. x❑ All components on main valve assembly are in place and secure. © Maintenance platforms around valves and in tower are secure and free of 0 All components of the main valve assembly are functioning properly. obstructions. ID All items attached to the tower are secure and will not interfere with ride operation. 4.7:Passenger Cart 4.2:Marquee(Where applicable) O Passenger cart frame is properly assembled. ❑O Passenger cart wheels are inflated to 50 psi. O Marquee is securely fastened to the tower. O UHMW guides are adjusted within'h"of tower frame. O Marquee is intact and there are no loose items. ❑O Restraints are mounted with appropriately sized mounting pads. O Lighting and electrical components are properly installed. 0 Restraints are mounted with proper bolts. 0 Contact switch is properly installed in order to operate restraints. 4.3:Control System 0 Each restraint operates properly. ❑O Restraint arms are securely locked when solenoid valve is closed. 0 Components are securely mounted in appropriate locations. Zj Lexan panels are installed. O All electrical components are properly installed and appear neat and clean. O There are no"danger"areas when sitting in any of the seats. I] Gauge lines are properly installed Zj Banners are properly installed. El All lights and gauges are functional. Zj Banner ropes do not have any loose ends or tails that may become caught. 0 Power lock-out is installed in its proper position. O Climate control system is present and operational. 4.8:Passenger Cable System 4.4:Power and Lighting O Cables are appropriately attached to pistons. 0 Passenger cables are free of kinks or damaged spots. O Electrical boxes and pipe are properly fastened to the tower. O Sheave assemblies are properly lined up to prevent wear on seals. 0 Sealtite is installed so it is weather resistant. O Sheaves spin freely without resistance. O Sealtite is run in a clean manner and in appropriate position. O Clip rings and spacers are properly installed O Lighting is properly and securely mounted to the tower. © Cables are appropriately fastened to the cart. O Panels are properly installed. O Shear pins are not over-torqued. 4.5:Air System 4.9:Weigh System O Compressor is properly installed with correct ventilation. Z Position and proximity sensors are mounted appropriately 0 Incoming air supply is properly installed and free of leaks. O Cart lifts to the proper position and is stable during the weigh process. 0 Tank is properly centered in tower. O Positive stops are properly installed. O Proper bolts have been used to assemble tank joints. El Flag is properly mounted to the cart and adjusted to a distance of 1"from the 0 Tank joint bolts are torqued and painted with torque stripes. proximity sensors. O All attachments to tank are secure and free of leaks. 4.10:Safety Backup System w SECTION 5:Personnel Training 0 Shocks are properly aligned with cart. O Pads are positioned properly on bottom of cart. O 24-Hour/Shift Change Maintenance Inspection O Stops are positioned so shocks will not bottom out. IR 10,000 Cycle/or Monthly Maintenance Inspection 0 Impact is smooth and quiet. O Winterizing Shutdown ❑O Pads on top of the shocks are in the proper place. xp Cylinder/Piston/Compression Ring/0-ring Inspection ❑O Hoses to shocks are run neatly. ll Annual Inspection El Oil system is free of leaks. O Restraint Inspection ❑x Oil system has proper air pressure to lift the shocks. ❑x Cable Inspection El Start-up Procedure 4.11:Lubrication System ❑x Cable Changing Procedure 0 Daily Inspections O Hoses are run neatly and are attached with no pressure on the nozzles. O General Maintenance Procedures(See Maintenance Manual) 0 Air supply is properly hooked up. Hl Lubricating pump is receiving lubrication. ❑O Air pressure to pump is line pressure. Site.Personnel Trained By: Jeff Boatright (Authorized S&S Power,Inc.Representative) 4.12:Operational Function (Authorized S&S Power,Inc.Representative) O Maintenance system moves the passenger cart smoothly to the pulleys and returns it On-Site Personnel Trained: (Get Signatures) to the ground at all speeds. O Weigh system properly reads weights ranging from a low weight of 0,to a high Maintenance/Operations weight of_2100_. 0 Low weight of_0_launches at_19_psi. 1 Nicholas Olden El High weight of_2100_launches at_22_psi. El Ride has gone_250_cycles without any apparent problems. 2 Adam Aratare 1 4 4.12:Safety System 3 Frank Ward V" I] Enable button functional 4 John Brewer O Ride will not operate if enable button is tripped(open). 5 Andrew Glog wski 0 O 6 Steve Landigran 7 Condon Felder �z 8 Clifford Howe / n 9 Marc Jenks�/IiL}'� �' W dLl 10_Roger Heard 11 Louis Reicr__ Operations 1 Frank Doninger 2 Eric Rentz 3 Janie Lytle 4 Crhistine Si on Ca SECTION 5:Personnel Training On-Site Inspection and Training Completed—Turbo DropT As S&S Power,Inc.Field Supervisor,I certify Turbo DropTM Ride,serial# S99-TBO-3X3-JZL-019_ Jeff Boatright 04/15/2009 Field Supervisor Date This Turbo DropTM Ride has been inspected and approved for public use by S&S Power,Inc.by: Jeff Boatright Service Technician 04/15/2009 Authorized Inspector Title Date I Sd k MI'" (name of authorized park employee)authorize,on behalf of—Six Flags Great Escape—(park name),do hereby approve acceptance of the Turbo DropTM,Serial#_S99-TBO.3X3-JZL-019_,for public use by: Park Official Title Date Banners will be installed at a later date Site work will be completed at a later date TABLE OF CONTENTS c a l A m a Section 1:Introduction/Testing a v / Section 2:Factory Ride Control System General Test Plan Q, 2.1:Power Management 2.2:Input/outputs b 2.3':Modem Setup 2.4:Ultrasonic Setup ~ Section 3:Site Ride Control System General Test Plan O eD 3.1:Power Management y 3.2:Input/outputs I 3.3:Sensor Calibration WORLD 3.4:Ultrasonic Sensor 9 `0 3.5:Oilers a 3.6:Maintenance Mode p e o p l e U H Q 3.7:Run Mode 3.8:Gate Valve 3.9:Shot Calibration 3.10:Adjusting Fill Pressure 3.11:Adjusting Fire Pressure 3.12:Program Checks 3.13:Site Specific Additions and Checks(If Any) COMMISSIONING SCHEDULE Section 4:Space Shot Installation Inspection For the 4.1:Tower Structure 4.2:Marquee NSS SPACE SHOTTM 4.3:Control System Copyright:January 20,1997 4.4:Power and Lighting 4.5:Air System S&S Power,Inc. 4.6:Gate Valve Logan,UT 84341 USA 4.7:Passenger Cart Phone:(435)752-1987 4.8:Passenger Cable System Fax:(435)752-1948 4.9:Weigh System 4.10:Safety Backup System 4:11:Lubrication System 4.12:Operational Function 4.13:Safety System Section 5:Personnel Training June 11, 1999 Newer revisions of this manual supercede all previous editions. SECTION 1:Introduction Slot 1:Input module,1746-IB16(Power Bus) This document has been prepared to record the commissioning details for the NSS Space This card was tested at the factory Shot1m installed at_Six Flags Great Escape Slot 2:Output module,1746-OB16(Power Bus) The tests carried out at the site were done in accordance with the Ride Control System General Test Plan.A Space ShotTm installation inspection was carried out by S&S This card was tested at the factory. Power,Inc.The control system was also inspected at the factory. SECTION 3: Site Test—Ride Control System General Test Plan The ride performed satisfactorily through all of the above tests.Please view individual test results. I/O LOCATION DESCRIPTION/Symbol NOTE Testing Digital Inputs 1:1/0 24V IN X At the S&S Power,Inc.Factory,the control system passed a quality control test which is 1:1/1 UVR 1&2 On X very similar to on-site control start up tests.During the factory test,the outputs are tested 1:1/2 ST 1&2 On X using the terminal blocks in the main control box.On-site,the outputs are tested at the 1:1/3 N1 On X devices. 1:1/4 24N On X 1:1/5 SR1 On X SECTION 3:Site Test—Ride Control System General Test Plan 1:1/6 1:1/7 3.1:Power Management 1:1/8 Watchdog Signal X 1:1/9 24SV On X _121 Input power to Islatrans or ONEACs(should be 110 to 120 volts AC). 1:1/10 _121_Output power from Islatrans or ONEACs(should be 110 to 120 volts AC). 1:1/11 _121_110 volts to modem transformer and battery charger outlets. 1:1/12 _24_24 volts from control power supply. 1:1/13 Maintenance Ke switch X _24_24 volts from restraint power supply.. 1:1/14 Run Ke switch X _X_Key switch should be providing a signal to the power bus 1/15 _X_Power bus providing power to normal 24 volt power strip. Digital Outputs _X_Power bus providing power to 24 volt safety strip. 0:2/0 UVR 1 X _X_All power is off with knife blade switch,or main circuit breakers,in off position. 0:2/1 ST1 X 0:2/2 N 1 X 3.2:Input/outputs 0:2/3 SR1 X Each input and output will be tested individually to/from the controller.This will be 0:2/4 Remote Enable Button Light X accomplished using the individual valves or components.Each input will be triggered to 0:2/5 Watchdog Signal X make sure the computer gets the signal and that the signal is in the correct location.The 0:2/6 Remote Down Button Li ht X outputs will be measured at the components.The tests performed at the factory are to the 0:217 Estop Light X output of the controller. 02/8 0:2/9 Slot 0:CPU,SLC 5/03 L-532 0:2/10 0:2/11 0:2/12 0:2/13 0:2/14 1:5.2 0:2/15 1:5.3 Digital Inputs 1:3/0 Weigh Button X 1:6.0 Cylinder 1 Pressure Sensor X 1:3/1 Gate Valve Closed Limit Switch 1 X L6.1 Cylinder 2 Pressure Sensor X 1:3/2 Fill Button X 1:6.2 Shot Tank 1 Pressure Sensor X 1:3/3 Estop Button X 1:6.3 Shot Tank 2 Pressure Sensor X 1:3/4 Shoot Button X 1:3/5 Letdown Prox X 1:7.0 Supply Tank 1 Pressure Sensor X 1:3/6 Down Button X 1:7.1 Supply Tank 2 Pressure Sensor X 1:3/7 Weigh Error Prox X Anal2ll Outputs 1:3/8 Enable Button X 0:7.0 Maintenance Valve X 0:7.1 Letdown Valve 1:3/9 Analoq Inputs 1:3110 1:8.0 Push 1 Pressure Sensor X 1:3/11 1:8.1 Push 2 Pressure Sensor X 1:3/12 Fill Valve Closed Limit Switch 1 X Digital Inputs 1:3/13 0:9/0 Shot Drain X 1:3/14 0:9/1 Shot Fill Valve X 1:3/15 Restraint Power On X 0:9/2 Restraints Relay X 1:3/16 Home Prox X 0:9/3 Open Gate Valve X 1:3/17 Bottom Weigh Prox X 0:9/4 Fill Blocking Valve X 1:3/18 Top Weigh Prox X O:9/5 X 1:3/19 0:9/6 Pure Valve X 1:3/20 0:9/7 Cylinder Oiler X 1:3/21 0:9/8 Filter Drain 1:3/22 0:9/9 X 1:3/23 1 0:9/10 1:3/24 0:9/11 Shot Bleed Valve X 1:3/25 1:9/12 1:3/26 0:9/13 Port Valve X 1:3/27 0:9/14 Maint/Wei h Block Valve X 1:3/28 0:9/15 Supply Drain X 1:3/29 1:3/30 SECTION 3: Site Test—Ride Control System General Test Plan 1:3/31 Analog Inputs 1:4.0 Cylinder 3 Pressure Sensor X 3.3:Sensor calibration(Determine if all sensors are showing the correct values) _X_Enter the password to go to the maintenance screen.Make sure there is zero 1:4.1 Cylinder 4 Pressure Sensor X pressure in 1:4.2 Push 3 Pressure Sensor X both the supply and shot tanks.Select the zero screen.Zero the sensors. 1:4.3 Push 4 Pressure Sensor X _X_Charge supply tank. _YES_Does supply tank pressure transmitter#1 agree with the gauge? 1:5.0 YES_Does supply tank pressure transmitter#2 agree with the gauge? 1:5.1 _YES_Do supply tank pressure transmitters#1 and#2 agree? _YES_Does shot tank pressure transmitter#1 agree with the gauge?Maintenance mode _X_Is the lift pressure okay?(Lift pressure on a normal empty 12 seat cart is about 10 will add a slight amount of pressure to make this comparison.Also,please check psi.) it again when the shot tank has been filled for the first time. _X_Use the maintenance mode to install each of the 4 shocks.(Follow the shock _YES_Does shot tank pressure transmitter#2 agree with the gauge? installation _YES_Do shot tank pressure transmitters#1 and#2 agree? SECTION 3:Site Test—Ride Control System General Test Plan _YES_Do cylinder pressure transmitters#1 and#2 agree? SECTION 3:Site Test—Ride Control System General Test Plan _X_Lift the cart the top. _X_Turn off mainn tenance mode and push the down button. _X_The let-down valve should open to bring the cart down at 3-5 mph and then turn 3.5:Oilers off properly.After passing the Letdown prox,it should slow down.The let-down valve should close when the cart comes within the range of the ultrasonic sensor.) Cylinder:(Make certain the oiler is pumping and the oil is reaching the cylinders.Note: _X_Change back to run mode. While it is important to have oil at each injector,do not over oil.It will make a big mess for you to clean up.) 3.7:Run Mode _X_Remove each cylinder injector and place in a container to catch the oil. (Begin initialization and start-up of the actual ride.Cycles will begin at very low _X_Turn the air on to the valve/cylinder oiler. pressure and work up to the correct pressure.) _X_Force the cylinder oiler relay on.(This is accomplished pressing the force cylinder Oilers icon in the oiler screen,which is accessed from the maintenance screen.) Extra precaution should be taken when entering the run mode.The components have not _X_Turn the cylinder oiler relay off when oil comes out of all the injector(s). been loaded and the shot tank and cylinders have not been pressurized. _X_Re-insert the injectors. Weigh Mode:(Determine correct values to be entered into the PID for weigh mode.) _X_Push the weigh button.Does the cart raise and stabilize properly? Valve:(Make certain the oiler is pumping and the oil is reaching the valve.Note: _X_Record the weight 0 lbs While it is important to have oil at the injector,do not over oil.It will make a big _X_Raise or lower the offset so the weight is approximately 0 lbs with an empty cart. mess for you to clean up.) Make sure the weight increase is approximately 100 lbs. _X_Remove the valve injector and place in a container to catch the oil. _X_Weigh the ride 5 times.The weight should read plus or minus 200 lbs. _0 _12 _45 _9 0 3.6:Maintenance Mode 3.8:Gate Valve (Determine that the ride can move at a controlled slow speed.This shows that the (Determine if gate valve is opening and closing properly.) PLC has control of the maintenance and let-down valves.) _X_With the shot tank pressure equal to 0,press the open gate valve button.(This is The ride is to be started in maintenance mode before going to run mode.This is to ensure accomplished by accessing the"outputs"screen from the setup screen.) that the cables are tracking properly,the pistons are moving smoothly,the sheaves are _X_Visually check to make sure the gate valve is opening properly. turning properly,etc. _X_Do the limit switches activate properly? _X_Make sure the packing is out of the maintenance and let-down valves. SECTION 3•Site Test—Ride Control System General Test Plan _X_Push in the E-stop and turn the key switch to maintenance mode Press the down button. Press the maintenance on button. _X_Press the increase button. 3.9:Shot Calibration _X_Lift cart up 30-50 feet. (Determine correct pressures for firing the ride.) _X_Press the decrease button and let the cart coast down. Start small and work your way into full scale shots,running 6 to 10 shots.Each shot _X_With the cart suspended by the cables,adjust the cart wheels and slide positions to should be observed for smoothness and functionality. center the cart. _X_Put 175 lbs in each seat. _X_Weigh the ride,record the fire and fill pressures.Fire_89,fill_89_. _X_Decrease the fire pressure so it is approximately 30 psi. _X_Do the restraints open after pressure in shot tank is below 15 psi?(If no,find and _X_Decrease the fill pressure so it is approximately 30 psi. correct problem.) _X_Does the ride weigh,fill,bleed and fire properly? _X_Turn restraint switch to"BAT"and check for above same conditions. _X_Increase the pressure in 5 psi increments keeping the fill pressure so that the shot tank fills 2-3 psi above the fire pressure.Continue increasing the pressures until SECTION 3:Site Test—Ride Control System General Test Plan the shot reaches the desired level.With an empty cart the push pressure should be 15 psi. 3.10:Adjusting Fill Pressure(On a standard ride the fill and fire rates are preset) 3.12.2:Alarm Simulation _X_Adjust the fill pressure so that the shot tank fill I to 2 psi higher than the fire pressure. Perform the following list of failure tests. Note that more than one fault might show up _X_Put a maximum of 2,100 lbs weight on the cart. for each test. _X_Fill the shot tank.Does it fill to the fire pressure without activating the pop-off valves? TEST X Push the down button. OPERATOR ALARMS RIDE TYPE PASSED _X_Does the shot tank drain? B9/0 B9:0/0 _X_Do the restraints remain locked while the is pressure in the shot tank?(They B9/1 139:0/1 Weigh Button Held Down Too Long ALL X should not open until the pressure has drained below 15 psi.) B9/2 B9:0/2 Start/Shoot Button Held Down Too Long ALL X _X_Enter the maximum fill pressure so that it fills 3 to 5 psi less than the pop-off 139/3 B9:0/3 Down Button Held Down Too Lonq ALL X B9/4 B9:0/4 Down Button Pressed During Cycle ALL X pressure B9/5 B9:0/5 Fill Button Held Down Too Long SS COMBO DS X B9/6 B9:0/6 Remote Enable Button Held Down Too Long ALL X 3.11:Adjusting Fire Pressure - 89/7 B9:0/7 Gates Were Open During Cycle ALL X B9/8 B9:0/8 _X_Enter a maximum fire pressure that is 3 to 5 psi lower than the pop-off valve B9/9 B9.0/9 139/10 B9:0/10 pressure B9/11 B9:011 1 B9/12 B9:0/12 Please fill in the following table: 139/13 B9:0/13 B9/14 B9:0/14 Empty Weight Full Weight B9/15 B9:0/15 Weight 0 2100 CYCLE STOP ALARMS Fill Pressure 70 psi 89 psi 89/16 1 139:1/0 1 Math Overflow ALL X Fire Pressure 70 psi 89 psi B9/17 B9:1/1 Maximum Push Pressure 17 17 89/18 B9:1/2 B9/19 B9:1/3 Restraint Power On During Weigh ALL X SECTION 3:Site Test—Ride Control System General Test Plan\ B9/20 B9:1/4 Sequence 110 Took Too Long To Weigh ALL x B9/21 B9:1/5 Se uence 115 Took Too Lona To Press Fill And Enable Buttons SS,COMBO DS X B9/22 B9:1/6 Sequence 120 Took Too Long To Fill Shot Tank SS,COMBO,DS X 3.12:Program Checks Sequence 130 Took Too Long To Bleed Shot Tank Or Press And Hold Shoot And B9/23 89:1n Enable Buttons SS,COMBO DS X 3.12.1:Restraints B9/24 B9:1/8 Sequence 140 Took Too Long To Launch SS,COMBO,DS X B9/25 89:1/9 Sequence 150 Took Too Long To Letdown SS,COMBO,DS X B9/26 B9:1/10 (Determine if the restraint circuit remains open until the shot tank pressure is below B9/27 B9:1/11 approximately 15 psi.) B9/28 B9:v12 139/29 B9:1/13 _X_Turn restraint switch to"NORM". B9/30 09:1/14 _X_Fill the shot tank and push down. B9/31 89:1/15 _X_Do the restraints remain locked until pressure in shot tank is below 15 psi?(If no, 69/32 Bs:vo Su Tank Pressure Sensor 1 Had An Open Wire ALL x find and correct problem.) B9/33 B9:2/1 Su I Tank Pressure Sensor 2 Had An O en Wire ALL X B9/34 B9:2/2 139/35 B9:2/3 B9/87 B9:5/7 Shot Fill Valve Failed To Open SS COMBO DS X 89/36 89:2/4 Supply Tank Pressure Sensor Discrepancy ALL X 69/88 B9:5/8 Shot Fill Valve Failed To Close SS COMBO,DS X B9/37 89:2/5 89/89 139:5/9 Gate Valve Failed To Open SS COMBO DS X 89/38 139:2/6 Supply Tank Pressure Sensor 1 Is Out Of Range To Zero ALL X 89/90 B9:5/10 89/39 B9:2/7 I Supply Tank Pressure Sensor 2 Is Out Of Range To Zero ALL X 89/91 89:5/1 I 89/40 B9:2/8 89/92 B9:5/12 89/41 89:2/9 B9/93 B9:5/13 B9/42 89:2/10 Cylinder 1 Pressure Sensor Is Out Of Range To Zero ALL X 89/94 89:5/14 B9/43 89:2/11 Cylinder 2 Pressure Sensor Is Out Of Range To Zero ALL X B9/44 B9:2/12 Cylinder 3 Pressure Sensor Is Out Of Flange To Zero ALL X 139/45 B9:2/13 Cylinder 4 Pressure Sensor Is Out Of Range To Zero ALL X 139/46 B9:2/14 Cylinder Presssure Is Too High ALL X B9/47 B9:2/15 B9/48 B9:3/0 139/49 89:3/1 B9/50 89:3/2 B9/51 139:3/3 89/52 B9:3/4 89/53 B9:3/5 Shot Tank Pressure Sensor 1 Had An Open Wire SS COMBO DS X B9/54 B9:3/6 Shot Tank Pressure Sensor 2 Had An Open Wire SS COMBO DS X 89/55 B9:3/7 Shot Tank Pressure Sensor Discrepancy SS COMBO DS X 139/56 1 139:3/8 1 Push 1 Pressure Sensor Had An Open Wire SS COMBO,DS X B9/57 89:3/9 I Push 2 Pressure Sensor Had An Open Wire SS,COMBO,DS X 89/58 89:3/10 Push 3 Pressure Sensor Had An Open Wire SS COMBO DS X 89/59 139:3111 Push 4 Pressure Sensor Had An Open Wire SS COMBO,DS X B9/60 B9:3/12 Push 1 Pressure Sensor Is Different Than Average SS COMBO,DS X 89/61 89:3/13 Push 2 Pressure Sensor Is Different Than Average SS COMBO DS X B9/62 B9:3/14 Push 3 Pressure Sensor Is Different Than Average SS COMBO,DS X B9/63 139:3115 Push 4 Pressure Sensor Is Different Than Average SS COMBO,DS X B9/64 B9:4/0 89/65 B9:4/1 Failed To See Bottom Weigh Prox RIDE SPECIFIC X B9/66 89:4/2 Failed To See To Weigh Prox ALL X B9/67 B9:4/3 Failed To See Weigh Error Prox TD,COMBO X B9/68 89:4/4 B9/69 89:4/5 B9170 89:416 B9/71 B9:4/7 Invalid Wel ht ALL X B9/72 B9:4/8 Cart Lifted Too High ALL X B9/73 B9:4/9 Cart Dropped Too Low ALL X B9/74 B9:4/10 Push 1 Pressure Sensor Is Out Of Ran a To Zero SS COMBO DS X 89/75 B9:4/11 Push 2 Pressure Sensor Is Out Of Range To Zero SS COMBO,DS X 89/76 B9:4/12 Push 3 Pressure Sensor Is Out Of Ran a To Zero SS COMBO DS X 139/77 B9:4/13 Push 4 Pressure Sensor Is Out Of Range To Zero SS,COMBO DS X B9/78 B9:4/14 Push Pressure Is Too High SS COMBO DS X B9179 89:4/15 89/80 B9:5/0 Oiler Fluid Level is Low RIDE SPECIFIC X B9/81 B9:5/1 Oiler Low Pressure Error RIDE SPECIFIC NA B9/82 B9:5/2 Cylinder 1 Oiler Line Clogged Or Solenoid Stuck Closed RIDE SPECIFIC NA B9/83 B9:5/3 Cylinder 2 Oiler Line Clogged Or Solenoid Stuck Closed RIDE SPECIFIC NA B9/84 B9:5/4 Cylinder 3 Oiler Line Clogged Or Solenoid Stuck Closed RIDE SPECIFIC NA 89185 89:5/5 Cylinder 4 Oiler Line Clooned Or Solenoid Stuck Closed RIDE SPECIFIC NA 139/86 89:5/6 Y B9/144 B9:9/0 B9/95 I B9:5/15 B9/145 B9:9/1 SAFETY STOP ALARMS B9/96 B9:6/0 sequence 300 Took Too Long For Cart to Be Home ALL X B9/97 B9:6/1 Failed To See Letdown Prox ALL X B9/98 B9:6/2 B9/99 B9:6/3 S9/100 B9:6/4 Cylinder 1 Pressure Sensor Had An Open Wire ALL X B9/101 B9:6/5 Cylinder 2 Pressure Sensor Had An Open Wire ALL X 139/102 B9:6/6 Cylinder 3 Pressure Sensor Had An Open Wire ALL X B9/103 B9:6/7 Cylinder 4 Pressure Sensor Had An Open Wire ALL X B9/104 I B9:6/8 I Cylinder 1 Pressure Sensor Is Different Than Average ALL X B9/105 B9:6/9 I Cylinder 2 Pressure Sensor Is Different Than Average ALL X B9/106 B9:6/10 Cylinder 3 Pressure Sensor Is Different Than Average ALL X B9/107 B9:6/17 Cylinder 4 Pressure Sensor Is Different Than Average ALL X B9/108 B9:6/12 B91109 B9:6/13 B9/110 B9:6/14 B9/111 B9:6/15 I 12 B9:7/0 13 B9:7/1 14 B9:7/2 15 B9:7/3 16 B9:7/4 17 B9:7/5 18 B9:7/6 19 B9:7/7 2027 22 B9:7/10 23 B9:7/11 24 B9:7/12 25 B9:7/13 26 89:7/1427 B9:7/15 ESTOP ALARMS B9/128 B9:8/0 Estop Button Pressed ALL X B9/129 B9:8/1 24SV CR-1 Did Not Transfer On ALL X 89/130 89:8/2 24SV CR-2 Did Not Transfer On ALL X B9/131 B9:8/3 B9/132 B9:8/4 B9/133 B9:8/5 B9/134 B9:8/6 Gate Valve Failed To Close SLC SS COMBO DS X 99/135 B9:8/7 FB911 B9:8/8 B9:8/9 69:8/10 B9:8/11 B9:8/12 B9:8/13 B9:8/14 B9:8/15 A 189/195 I B9 12/3 I I 89/146 09:9/2 169/196 B9�12/4 1 B9/147 89:9/3 89/148 B9:9/4 B9/197 B9:12/5 B9/149 B9:9/5 B9/198 B9:12/6 B9/150 B9:9/6 B9/199 B9:12/7 B9/151 89:9/7 B9/200 B9:12/8 B9/152 89:9/8 139/201 B9:12/9 B9/153 B9:9/9 B9/202 89:12/10 B9/154 139:9/10 B9/203 89:12/11 B9/155 B9:9/11 09/204 89:12/12 B9/156 B9:9/12 B9/205 89:12113 89/157 89:9/13 B9/206 89:12/14 B9/158 B9:9/14 B9/207 B9:12/15 B9/159 B9:9/15 B91160 B9:10/0 B9/161 B9:10/1 This Space Shot Ride has been inspected and approved by S&S Power,Inc.by: B9/162 B9:10/2 B9/163 89:10/3 _Jeff Boatright Service Technician 04/15/2009 89/164 B9:10/4 Authorized Inspector Title Date B9/165 B9:10/5 B9/166 89:10/6 B9/167 B91on Comments: 89/168 89:10/8 89/169 B9:10/9 B9/170 89:10/10 ' B9/171 89:10/11 B9/172 B9:10/12 89/173 89:10/13 M89:10/14 89:10/15 PBUS ALARMS B9/176 89:11/0 Normal Relay 1 Is On When Should Be Off ALL X B9/177 89:11/1 Normal Relay 2Is On When Should Be Off ALL X B9/178 B9:11/2 Safety Relay 1 Is On When Should Be Off ALL X B9/179 89:11/3 Safety Relay 2 Is On When Should Be Off ALL X B9/180 89:11/4 Watchdog Timed Out ALL X B9/181 B9:11/5 Run And Maintenance Keswitch Were Seen At The Same Time ALL X B9/182 B9:11/6 Nt Did Not Transfer On ALL X B9/183 B9:11/7 N2 Did Not Transfer On ALL X B9/184 VB9:11/12 Shunt Trips Were Off At The WrongTime ALL X B9/185 UVR's Were Off At The WrongTime ALL X B9/186 ESR N.C.Did Not Transfer On ALL X 89/187 ESR N.C.Did Not Transfer Off ALL X 89/188 B9/189 B9/190 89/191 B9/192 I B9A2/0 B9/193 I 89:12/1 B9/194 I B9:12/2 SECTION 4:On-Site Inspection—Space ShotTM Installation Insp. M All attachments to tank are secure and free of leaks. M Gaskets are in place between air tank sections. 4.1:Tower Structure ❑O Air tank is free of leaks. l Air lines are properly fastened to the tower. M Tower is properly welded to foundation. M Fill valve is properly installed and limit switches are functional. M Joint alignment is smooth and flush. M Bolts are made of the correct materials,and marked accordingly. 4.6:Gate Valve M Bolts are torqued and painted with torque stripes. M Surfaces are properly coated and free of rust. M Air lines are properly terminated on the gate valve assembly. M Ladder is clear and climbing device is present. M Gate valve assembly is securely mounted to the air tank and is free of leaks. M Maintenance platforms around valve and in tower are secure and free of M All components on gate valve assembly are in place and secure. obstructions. M All components of the gate valve assembly are functioning properly. M All items:attached to the tower are secured and will not interfere with ride operation. M Limit switches on the guide rod are activating properly. 4.2:Marquee(if applicable) 4.7:Passenger Cart M Marquee is securely fastened to the tower. M Passenger cart frame is properly assembled. M Marquee is intact and there are no loose items. M Passenger cart wheels are inflated to 50 psi. M Lighting and electrical components are properly installed. M UHMW guides are adjusted within/2"of tower frame. M Restraints are mounted with appropriately sized mounting pads. M Restraints are mounted with proper bolts. 4.3:Control System M Contact switch is properly installed in order to operate restraints. M Each restraint operates properly. M Components are securely mounted in their appropriate locations. M Restraint arms are securely locked when solenoid valve is closed. M All electrical components are properly installed and appear neat and clean. Zj Lexan panels are installed. M Gauge lines are properly installed. M There are no"danger"areas when sitting in any of the seats. M All lights and gauges are functional. Zf Banners are properly installed. x❑ Power lock-out is installed in its proper position. Zj Banner ropes do not have any loose ends or tails that may become caught. M Climate control system is present and operational. ❑X Start-up procedures and failure test have been completed. 4.8:Passenger Cable System 4.4:Power and Lighting M Cables are appropriately attached to the pistons. M Passenger cables are free of kinks or damaged spots. M Electrical boxes and pipe are properly fastened to the tower. M Sheave assemblies are properly lined up to prevent wear on seals. M Liquid-tight flexible conduit is installed so it is weather resistant. x❑ Sheaves spin freely without resistance. M Liquid-tight flexible conduit is run in a clean manner and in the appropriate position. M Clip rings and spacers are properly installed M Lighting is properly and securely mounted to the tower. M Cables are appropriately fastened to the cart. M Panels are properly installed. M Shear pins are not over-torqued. 4.5:Air System 4.9:Weigh System M Compressor is properly installed with correct ventilation. M Position and proximity sensors are mounted appropriately M Incoming air supply is properly installed and free of leaks. M Cart lifts to the proper position and is stable during the weigh process. M Tank is properly centered in tower. M Positive stops are properly installed. M Proper bolts have been used to assemble tank joints. M Flag is properly mounted to the cart and adjusted to a distance of I"from the 0 Tank joint bolts are torqued and painted with torque stripes. proximity sensors.. i a 4.10:Safety Backup System Section 5: Personnel Training O Shocks are properly aligned with cart. M Pads are positioned properly on bottom of cart. M 24-Hour/Shift Change Maintenance Inspection M Stops are positioned so shocks will not bottom out. M 10,000 Cycle/or Monthly Maintenance Inspection M Impact is smooth and quiet. M Winterizing Shutdown l Pads on top of the shocks are in the proper place. M Cylinder/Piston/Compression Ring/0-ring Inspection x❑ Hoses to shocks are run neatly. M Annual Inspection M Oil system is free of leaks. M Restraint Inspection M Oil system has proper air pressure to lift the shocks. ❑O Cable Inspection M Start-up Procedure 4.11:Lubrication System [71 Cable Changing Procedure O Daily Inspections M Hoses are run neatly and are attached with no pressure on the nozzles. M General Maintenance Procedures(See Maintenance Manual) M Air supply is properly hooked up. M Lubricating pump is receiving lubrication. Site Personnel Trained By: Jeff Boatright M Air pressure to pump is line pressure (Authorized S&S Power,Inc.Representative) 4.12:Operational Function (Authorized S&S Power,Inc.Representative) M Maintenance system smoothly moves the passenger cart to the pulleys and returns it to the ground at all speeds. On-site Personnel Trained: (Get Signatures) IM Weigh system properly reads weights ranging from a low weight of-0-to a high weight of_2100_. Maintenance/Operations M Low weight of_0_fires at_70_psi. M High weight of_2100_fires at_89_psi. 1 Nicholas Olden M Ride has gone_250_cycles without any apparent problems. 2 Adam Aratare 4.13:Safety System 3 Frank Ward M Enable button functional M Ride will not operate if enable button is tripped. 4 John Brewer M Fill valve will not open if gate valve limit/switches switch are tripped. M Gate valve will not open if fill valve limit/switches switch are tripped. 5 Andrew Glog w t 6 Steve Landigran 7 Condon Felder _ 8 Clifford Howe 9 Marc Jenks 10_Roger Heard 5 11_Louis IF O Operations 1 Frank Doninger 2 Eric Rentz 3 Janie Lytle 4 Crhistine on On-Site Inspection and Training Completed—Space ShotTM As S&S Power Inc.Field Supervisor,I certify Space ShotTM Ride Serial# S99-NSS-3X3-JZL-045 Jeff Boatright 04/15/2009 Field Supervisor Date This Space ShotTM Ride has been inspected and approved for public use by S&S Power, Inc. Jeff Boatright Service Technician 04/15/2009 Authorized Inspector Title Date I -Sc'1,`- d/�-I c' — (name of authorized park employee)am authorized in behalf of—Six Flags Great Escape—(park name),and do hereby approve acceptance of the Space ShotTM ride,Serial#_S99-NSS-33X3-JZL-045_,for public use. / Park Official Title Date Comments: Banners will be installed at a later date Site work will be completed at a later date � I Foundation Calculations :- o Sasquatch - Tower Drop Ride v ® Six Flags The Great Escape 010 :- M •L Q� prepared for: The Great Escape ® Route 9, P.O. Box 511 Lake George, New York 12845 s v O prepared by: Glynn Geotechnical Engineering ® 415 South Transit Street Lockport, New York 14094 L v of Nie W. GGE 08-2042 �y November, 2008 > `�FoNSFNo.V49 U v AR� SSIO�P� a member of the GLYNN GROUP V mt., Lzzi� PMT-15 0 S Z7 Z PROJECT: q SHEET NO: SUBJECT: 1/wo GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT; Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: DATE:A CHECKED BY: www.glynngroup.com [ 1 Un-Factored Reactions Provided by Gary Knighton P.E. Dead Load ,..... Wind soryoe.:,.:.::.:. WIndF .'.:.::.... Joint X r p) y lipl 2"I X ool y Imm 2 ura X No) Y fkol 2 r4p) NI 0.201 21.16 0.02 1.644 -1.724 -16.671 -22.403 -374.854 -0.003 FF N24 0 20.907 0.134 0 -289.193 -0.874 1.509 9.444 0.009 N47 -0.201 21.16 0.02 -1.644 -L723 -16.671 -17.128 356.914 0.056 N70 0 20.33 -0.134 0 256.073 0.173 1.507 8.456 -0.009 N101 0.202 21.168 -0.02 1.72 16.577 -16.516 -22.403 -374,864 0.006 .N124 0 20.265 0.134 0 -269.707 -0.737 1.508 1.172 0.009 ..N147.. -0.202 21.168 -0.02 -112 16.577 -16.516 -17.129 356.966 -0.059 -'N170 0 L 20.876 -0.134 0 273.122 0.102 1.509 9.366 -0.01 -r _ ! i..y-L I ,. ..... .. ... ... .... _.._............. ..... .. 47 SIDE a --..__.............. R10 .. . ..... ......... .1a.. .. .. 9170 FRONT 41 p r k + PROJECT: k SHEET NO: SUBJECT: / GLYNN GEOTECHNICAL ENGINEERING ��`� 415 South Transit Street CLIENT: Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com ('S�i_. �I� ' 1 r � Cc�t�11� jT -it Weis L= a ta— Uiume PROJECT: SHEET NO: SUBJECT:tCjN GLYNN GEOTECHNICAL ENGINEERING �i�)P�� 415 South Transit Street CLIENT: Lockport,New York 14094 TC Xl CLA NT � _ voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE. BY: J CHECKED BY: www.glynngroup.com ( r`2.�1,'7 "_ (1. 4,C)S i c 1 �L��.Ap..._ fAv5T ` C PA'G 1:725 t_/F0 GOO .PROJECT: SHEET NO: SUBJECT: ENCiiN��RtNCt•DFSit�N �—�} -=t-p �- ,� �} GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York S4U94 �t� �� """ `� '� • � voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATrEr: BY: CHECKED BY: www.glynngmup.com �s-7o 5 i Translate from RISA 3D orientation to PCA Mats �`� RISA 3D=>PCA Mats X=>Y Multiply reactions by-1 to obtain loads as applied to the footing Pedestal Height= 1.5 ft Un-Factored ACI 318-07-Critical Load Combinatons&Factors (Service Loads) :... .: ... _ (Ultimate Loads) ;..D+Wss D+Wr•s :..:. 0.9D+1.6Ws-s.. 0.9D+1.6WF.a 1.2D+1.6Wss 1:2D+1,6WF-e A B C D E F Joint MX(kfp-ft) MYlkla-ft) MNkip-h) MY(k1 A) MXlkip4t) MYtklp-hl MX(k(p-ft) MYlkw-s) MK(kio-ft) MY(kip-ft) MX(kip-ft) MY(MIyftl kN1. -2.47 25.01 33.60 0.00 -4.22 39.98 53.S0 -0.02 -4.31 39.97 53.41 -0.03 240.00 1.31 -2.26 -Ul 0.00 1.92 -3.62 -0.20 0.00 1.86 -3.62 -0.26 47 2.47 25.01 25,69 -0.08 4.22 39.98 41.38 -0.16 4.31 39.97 41.47 -0.17 70. 0.00 -0.26 -2.26 0.01 0.00 -0.23 -3.62 0.20 0.00 -0.17 -3.62 0.26 101 -2.58 24.77 33.60 -0.01 -4.40 39.67 53.49 0.01 -4.49 39.67 53.40 0.02 N124 0.00 1.11 -2.26 -0.01 0.00 1.59 -3.62 -0.20 0.00 1.53 3.62 -0.26 N147 :. 2.58 24.77 25.69 0.09 4.40 39.67 41.38 0.17 4.49 39.67 41.47 0.18 N170 0.00 -0,15 -2.26 0,02 0.00 -0.06 -3.62 0.20 0.00 0.00 -3.62 0.27 Uh=Faict0recla.. 318.=07,�_Critical:Load Combinatons&.Factors. (Service Loads) {Ultimate u6ds) .. . . D+Ws-s._,. , D+WF-8 .,... 0.9D+1:6W5:5: 0.9D+1:6WF_B . :1.2D+1.6Ws-s. 1.2D+116WF-e Load Case. .. .. ...A : :B C:. Joint Z(kip) Z(kip) Z(kip) Z(k(p) Z(kip) Z(kip) N1;:.. '. -19.44 353.69 -16.29 580.72 -22.63 574.37 N24..:..... 268.29 -30.35 443.89 -33.93 437.62 -40.20 .N47 : -19.44 -378.07 -16.29 -590.11 -22.64 -596.45 N70 -276.40 -28.79 -428,01 -31.83 -434.11 -37.93 -37.75 353.70 -45.57 580.73 -51.92 574.38 N124::.::. 249.44 -28.84 413.29 -31.95 407.21 -38.03 ....N147.:: : -37.75 -378.13 -45.57 -590.20 -51.92 -596.55 N170. .. -294.00 -30.24 -455.78 -33.77 -462.05 -40.04 *For PCA Mats a positive vertical load is applied upwards(in the positive Z-direction) *To translate the vertical current loads from RISA 3D into the PCA Mats coordinate system simply multiply by-1 PROJECT: SHEET NO: �NCitNE�dNG-DiwtG'jN SUBJECT: o � 15 ) GLYNN GEOTECHNICAL ENGINEERING � s 3 r 415 South Transit Street CLIENT: Lockport,New York 14094 S\k voice 716.625.6933/fax 716.625.69B3 PROJECT NO: SCALE: DAFTE:�f BY: CHECKED BY: www.glynngroup.com 0,9"•s:/04.�. I `M. y 9 ��-�*•'F�"r^ I�i`'q".F�t V F�.� S�li 6>.a a 9..ika; 9 �� Use ASD Factored Load Combinations for Overturning and Uplift Checks Reactions . 0.6D+:iNss.;::;:..,.::..:.;;. ;::: : ;,'.<: 0:6D:+.WF_e X(kip) Y(kip) Z(VIP) X(kip( Y(VIP) Z(kip) 1.76 10.97 -16.66 -22.28 -362.16 0.01 N24 : 0.00 276.65 -0.79 1.51 21.99 0.09 N47. -1.76 10.97 -16.66 -17.25 369.61 0.07 N70..:. 0.00 268.27 0.09 1.511 20.65 -0.09 N101:::... 1.84 29.28 -16.53 -22.28 -362.16 -0.01 N124= 0.00 -257.55 -0.66 1.51 20.73 0.09 .N147,;.:: -1.84 29.28 -16.53 -17.25 369.67 -0.07 N170 0.00 285.65 0.02 1.51 21.89 -0,09 -17747.2 -302.254 -355.784 -17202.6 - MR: , - 26315.47 0.5139 27.15 26671.17 - FS:.:.: 1.51 1.52 OK MARM-WRT= 4.S ft B= 38.00 61= 14.25 Ll= 11.25 L= 56.08 B2= 4.75 L2= 4.75 B3= 4.75 L3= 4.75 B4= 14.25 L4= 14.58 L5= 4.75 L6= 4.75 L7= 11.25 WCONC =•6*D= 764.0 Kips 3 t PROJECT: (`t SHEET NO: SUBJECT: N GLY N6=�R NGE•D S[�'iN �iT1c�3* �. �, .�h i NN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York 14D94 voice 716.625.6933/fax 716.625,6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com 0 "G? L '•.� j} { 1 PROJECT: � �t SHEET NO: U,U11111111111111111,.................... SUBJECT: \Fs �NGiN�>;RlNrt•DEStCgN ti- ��@ 71 GLYNN GEOTECHNICAL ENGINEERING L 415 South Transit Street CLIENT: r y �I `_ r. Lockport,New York 14094l(� � 5 f `� t .. voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com { 1 � 1 Cep �� -� ��" ��- �•��... ��, -��-ac;��- �a 1�: It ti q l ii I! 1h � k k4� �tA PAM-> . 1..»��'!��E.:."> d"L'•�,".� ��.1��''� �YC.;kC�� +.,�'+7 P ;.h�.'.. J){ C'� \ �'f,AE��',� l�'�1�i`+S+�.,".�..�� i k� (kA f 77 j� PROJECT: ,,.,..> SHEET NO: SUBJECT: EN�tN��R.tN�.1•D�StC�tN .�:..-; �.w •. t.�- �..�...�.:•:.�;: � �� GLYNN GEOTECHNICAL ENGINEERING `='t3 415 South Transit Street CLIENT; �, Lockport,New York 14094 voice Lockp rt,Ne /fax 716b25.6983 PROJECT NO: SCALE: DATE' Y. CHECKED BY: www.glynngroup.com "+� t^' , Summary of PCA Mats-Output Distrubuted Loads Concentrated Loads SubC, 4L*-TW k=175.5 w k=526.8 kcf k=175.5 W k=526.8 kcf Max/Min Asx(TOP)MAX 0.778 0.778 1.29 1.262 1.29 Asx(TOP)MIN,. 0.778 0.778 0.778 0.778 0.778 Asy(Top)MAx 0.778 0.778 1.261 1.267 1.267 ASY(TOP)MIN 0.778 0.778 0.778 0.778 0.778 Asx(BoT-r6M)Max 0.848 0.836 1.403 1.386 1.403 Asx(BOTTOM+ )MIN, 0.778 0.778 0.778 0.778 0.778 AsY(80TT0M)MAX 0.778 0.778 1.348 1.277 1.348 AsY(BOTTOM)MIN 0.778 0.778 0.778 0.778 0.778 4z(dn)MAX -0.957 -1.183 -0.956 -1.193 -1.193 Dz(up)tvlAx. .:.;, 0.014 0.007 0.014 0.008 0.014 Dz(dni MAX . -0.065 -0.027 -0.065 -0.027 -0.065 UNITS=> As(in2/ft) Qz(ksf) Dz (in) " ' � s tom:-. � �7 I�' g; r; ��a �- •� %' r� ��. � �3V +i�`tt�. `•_, 4� ��-��c�`i� �� i�l �.,.� c�`4 �:8+1' ?,J~.�j�,� oC le PROJECT: SHEET NO: �iN4tN15epiNci I>F``a1 N SUBJECT: � C'fi GLYNN GEOTECHNICAL ENGINEERING �-`'�°4'�'�`1..- C�I"^- �•c---�..a 415 South Transit Street CLIENT: � , Lockport,New York 14094 Ctit ��i«�t`,� E ;��;"'�'" '� .j�.�"" . voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: d CHECKED BY: www.glynngroup.com ��-- c j of l i'Ll � t cOt-Zm�V-'- ci-�� NNYT Cf-\'XlC-AL- ct-,P-5 v4qft, L.0 -b�4, S 115 2 tb. Tmov\ ALL- PROJECT: SHEET NO: SUBJECT: U-N,rll NueTzj Nc;-D GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY; CHECKED BY vAvw.glynngroup.com n- S -2e:4 7— it,4�0,0 �, 7 'gig"A�+.. , � t t , h 1 I f �,W i��' { f ` -'-�= � �t �.x .a�4i � � �,��-r sue' � �n �,.5, ..,1 �,_,,.i. .� t•et ' Yy ck .� � �C'uf `1{' � � � � 'i I { { 1 i� �t �k— h �'^.�t � +3--1--!—• i ��., ��-., �1�lt_E...1 i�'p lily✓3 � � 1 �,�.� �t.� i� .�-� -e� t�.� 1 r 1 ---J-am-.[�9 �� G 1 ♦ `�-a a? mosT p � - 1 • —AL 71 L _�_„_`j - -j i �; tt —i—�—L t t "0 7 `3' '�r---�-- � I' LJ 1r— w - Y _-�-�, I i. 1 t �� .�'c � "`• ��4 t�'S.'h r �� T 'z< � t d f t i r � j - Not l+ri f < T ti� a4 1 c x 4 "�ti�*�i ¢ - f � hats Mr i �j � ! ��. rt� ,c 3 � 1 $ i�� I � k � C f{ � 3n> a• az � —• • A A Asx(B) M 1A03 1.334 1264 1.195 1,It5 1A56 0.986 0.917 I� 0.047 0.770 As klf"f x Asy(B) 1.343 Las 1 L222 5--1 L.150 1.095 a 1.031 OEM 0.969 mgm 0.904 0.841 0.778 r] A5 6�ZF L ZX ... ..................................................................................... .........................._....._..._............... ... ..... ...._................ PROJECT: SHEET NO: �NC�tN�ERtNG�-D�St�N SUBJECT. � �q; GLYNN GEOTECHNICAL ENGINEERING 0` 4I ., 415 South Transit Street CLIENT: Lockport,New York 14094 ! ^" ii-A �"' voice 716.625,6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY:BY: CHECKED BY: www,glynngroup.com 66-ZcSy7_ ^ 1�,11'T-1O� m L I I Asx(T)Emm € . .. 1.290 1z33 t.116 1.119 .2 1.o5 0.948 0.a91 VIAMM 0.235 mom 0.778 r 3 z "x �y(T) 1zo7 1.154 1.100 1.046 0,933 0331 ffgm 0R65 P.831 OJ78 1 ........................ . PROJECT: SHEET NO: SUBJECT: !L GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York 140941 voice 716.625.6933/fax 716.625.6983 PRO ECT NO: SCALE: DATE- BY: CHECKED BY: www.glynngroup.com C6-204-Z- 11,4,01 ' .' . ` F OT,�'r�� .`>x.'.1(T'x5y�`' .. ,�!�3} �f �t��'`��, x �rtL:.. 4'�''•c`"...�``P.�C'� �� 1•i.. , f• r 4 tQS .. t Lt ti �^^--i� 1�f�jf Il '�. � »h='��W �i'�- '�' i,� e ��,r.. �!� g c��r•�'.':i�'�°tl'..... . t PROJECT: ` SHEET NO: UA SUBJECT: N ING-eRiNG•DF'sI<;" \, I�? GLYNN GEOTECHNiCAL ENGINEERING ''' "'S `" 415 South Transit Street CLIENT: Ln� � ��k } Tom. Lockport,New York 14044 J fit •E cis .. voice 716.625.6933/fax 716.625,6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com - T)' " �." . J i_V fi 9 t a Fi~e `s,_ q I� PROJECT: SHEET NO: �N tN�ERtt�t D�St �y suBJecr: GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: x ��` rG . Lockport,New York M94 voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com � r.k"}I `� .' F+ . �7 PROJECT: SHEET NO: �N�INl*�RINr.�•D:✓SIGN SUBJECT: GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York 14094 voice 716.625,6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com 4 IX ' f I � I 1 i I �i r .47 147 i i I 'N r l�f70 "'.�124 r�f170 1 I s I � I 4 I I � I Blast Deflectors i TWO 180 FOOT TOWERS WITH A T-6" BASE GRE... Gary Knighton I Oct 28, 2008 at 10:26 AM Ji j ST08-002 NODE NUMBERS AT BASE GREATESCAPE.R3D Z X T '( 24 4 f�'I �• 47 124 ! in it 147 Blast Deflectors TWO 180 FOOT TOWERS WITH A 7'-6" BASE GREAT ESCAPE NY �... ------- — -- ---- ---- !--._.._.. I_... Gary Knighton Oct 28, 2008 at 10:28 AM ST08-002 NODE NUMBERS AT BASE GREATEscAPE.RM ...!...---- oX i -y z i77 /73.' -'77 .J7 9r J j 04 ft 046k/fit .04 /ft .046k/ft i :CiP.y,, �•../,�, .091k/ft :: " � .' ' il ; il is !091k/ft .129k/ft 129k/ft I i Loads: LC 1, DL+ FRONT WIND Blast Deflectors TWO 180 FOOT TOWERS WITH A 7'-6" BASE GREAT ESCAPE NY ` i Gary Knighton Oct 28, 2008 at 10:43 AM �ST08-002 i LC1 — DL+ FRONT WIND LOADING GREATESCAPE.RY) X 357.094 I �{ 0.01 1 1.544 -22.257 0.141 . .357.09a II 1.542 30.418 .. . ... -.141 I 0.076 i -.0'i 4 . 28.739 1.542 22.258 0.141 17.343 1.545 28.901 -.141 381,344 301.308 -.079 " f . 17.344 I I 381.403 I Results for LC 1, DL+ FRONT WIND Reaction units are k and k-ft Blast Deflectors TWO 180 FOOT TOWERS WITH A 7'-6"BASE GREAT ESCAPE NY j Gary Knighton Oct 28, 2008 at 10`31 AM 1 ST08-002 i LC1 -REACTIONS GREATESCAPE.R3D ......_._...---....._....-- --- Company Blast Deflectors Oct 28,2008 Designer Gary Knighton 10:32 AM Job Number : ST08-OTWO 180 FOOT TOWERS WITH A 7'-6"BASE GREAT ESCAPE NY Checked By: _Joint Reactions By Combination) __......-._ LC Joint Label,_....__._ X N _Y,N z N—._...._ MXXk-ftl MZ[k-ftl 1 _.._....._....._N1 -22.257T--357.094 2 I 1 I N24 1 1.544 1 30.418 .141 ( 0 0 0 3 ..I. _1 1 N47 I -I.Z 343 I 381.344 ._076 1 0 a....._� 0 0 N70 ' 1.542 1 28.739 -.141 -�-- 0 } 0 0 N101.J-_.._._.... _l22.258 -357.095 _`_..._ -.014 0 �_._....1._ 0 0 ! 6-' .3........_._ N12�4 _ 1.542._......_.._ 28.901 .141 _......... _ 0 (--= ._..._....._ 0 7 1 1 N147_--_..._.__.......-1.7.344_ 1 381.403 -.079 0 �,....,_0-� 0 .._8.._._� 1_ N170 _ 1.545_....._ 30.308 -.141...--- ......-._ 0 i 0 } 0.._ 9._I- 1 .._.[..... - - Totals: _ -73.029 ,. T_--."-` _ _166 923.. 0 _....._._�_ COG LL X: Q Y;.74.63 I Z: 12 RISA-3D Version 7.0.2 [F:\ENGINEER\SPORTS\ST08-002\GREATESCAPE.R3D] Page 1 - --- - Z i X �270.099 1.849 -16.685 19-381 0.073 251.095 1.926 .568 -16.6 86 , 37.839 -.573 277.913 'a1 9151}9-16 0.004 .. t i j 371 295.76 Results for LC 2, DL +SIDE WIND Reaction units are k and k-ft Blast Deflectors TWO 180 FOOT TOWERS WITH A 7'-6"BASE GREAT ESCAPE NY Gary Knighton Oct 28, 2008 at 10:36 AM I ST08-002 LC2 -REACTIONS GREATESCAPE.RM r Company : Blast Deflectors Oct 28,2008 Designer Gary Knighton 10:33 AM Job Number : ST08-0'02V0 180 FOOT TOWERS WITH A 7'-6"BASE GREAT ESCAPE NY Checked By: Joint Reactions(By Combination) LC . ..... Joint Label —.._...�... X U Y_[k] Z[.j.._._ MX U........._ MY ik-ft]-- 1 i 2 N1 ; 1_849 19.38.1,.._ 1 -16.685- ..,---0 ' 0 ! 0 _..-._ N24 i 0 270.099 i -.708 1 — 0 ---�- — 0^7 0 3 2 i N47 ! _1.849 l 19.381..-._.. -16.686 0 �---0.. 0 4 2 i N70 0 i 277.918 .073 0 _ I 0 I 0 - 5 2 N101 I 1.926___..._.. 37,839 ;16,_568 0 .---.....__ 0 ��_....._0 i 6 2 N124 __.._...._._ i 0 -251:095..._; 573 1 0 0_.._._;..._.f _ 0 _....._. 7 i 2 _.,' N 147 1 926_ 37.839 _._.._=16.568 � 0,,.,_ 0 ,_� 0 188 2.._ 1 N170 ---{- - 0-- i 295.76 .....L.._ .004 ! 0_......_ 0 ._.......... 0 1 9 _2_ Totals: 0 166.923 r__67.71 ---- i 10 2 COG...O-----`' —X: 0 Y_74,_63 Z: 12 ^......_..._._ !�_..___......._._J RISA-3D Version 7.0.2 [F:\ENGINEER\SPORTS\ST08-002\GREATESCAPE.R3D] Page 3 — -- -------------- ---- ....... — -._-...----- ®Y z X 0.20.1 0.02 .... 0.134 I I -.134 21.16 0.202 0.02 20,907 -.02 0.134 -.201 20.22 _.134 21.168 21.16 -.02 20.265 202 20,876 I 21,168 t l Results for LC 3, DEAD LOAD Reaction units are k and k-ft Blast Deflectors TWO 180 FOOT TOWERS WITH A 7'-6" BASE GREAT ESCAPE NY Gary Knighton Oct 28,2008 at 10:35 AM ST08-002 LC3- REACTIONS j GREATESCAPE.R3D Company Blast Deflectors Oct 28 2008 Designer Gary Knigghton 16:35 Am Job Number : ST08-d&6 180 FOOT TOWERS WITH A 7'-6'BASE GREAT ESCAPE NY Checked By: _Joint Reactions(By Combination) LC Joint Label X k Y U— _._...Z.Ikl...___ MX[k=ft] MY Ik-ftt MZ fk-ftt_ ----N1 =— .201_— 21.16 -7 .02 _.N-a.--........_1....__ 0 _1 0 I 2 3 N24 i 0 �20.907�- .134 0 1 0 I— o 3 3 N47 -.201 2116 1 .02 �_ 0 0 a._.............:. 4 ! 3 N70 _- 0 i _20.22 -.134 0 0 3 i — N101-- ----- ...—._.2� 2 �� 21.168 -.02 0 I_-0 — 6 i-.3.--- N124 ---i------0 — 20.265 134 �... -..__.. 0 i 0 7— 3 N147 I -.202 21.168 i -.02 -- .-.._..__.._-. ........ _... . ......—..,_..�i.—... .—.....0............. ......-........._.-..Ii........._....._ 8 3 = .: 34 .....-00-.--{f_---�0 _ 1923 1QTotals: - ....... Y• ---- Z:-- COG fl' X 0 I10 3 I - _—_- I --- RISA-3D Version 7.0.2 [F:\ENGINEER\SPORTS\ST08-002\GREATESCAPE.R3D] Page 4 Y Z i X i -374.854 i I -.003_ I 1.509 0.009 I 374.864 -22.403 i 1,507 ...... .. 9.444 -.009 0.006 0.056 1.508 8.4.56 -22.403 U.009 -17.128 1.509 8.572 -.01„ 356.914 9.366 -.059. . 6 -17.129 I 356.966 I Results for LC 4, FRONT WIND Reaction units are k and k-ft Blast Deflectors I TWO 180 FOOT TOWERS WITH A 7'-6" BASE GREAT ESCAPE NY Gary Knighton Oct 28, 2008 at 1:11 PM ST08-002 LC4-REACTIONS GREATESCAPE-RM Company Blast Deflectors Oct 28 2008 Designer : Gary Knighton 1:11 PM Job Number : ST08-OMO 180 FOOT TOWERS WITH A 71-6"BASE GREAT ESCAPE NY Checked By: Joint Reactions (By Combination) LC Joint Label _X tk3 —_Y,Ik] Z[k] MX k[ ft] MY[k_ftJ_ _,__,_MZ. 1 �4��JJ—-- -...---N1.........._.....— ._..._.__.-22,403 -374_654 -.003 ---- -_0............._-._-!_._. 0 0 2 1 4 I N24 1.509 9.444 009 0 0 0 I 3 I 4 N47 ! -17.128 L 356-914 056, ....._._1 0 0 �_ 0 4 1 4 1 N70 1- 1.507 1 8.456 1 -.009 i 0 _- 0 I 0 5 1 4 1 N101 -22.403 -374.864 '006_-,._.,--.I......--.._.-_0_ 0 0 1 6 4 1 N124 1_— 1.508 ' 8,572 .009 0 0 1 0 _! 7 4 __ N 147-_._--� __--17.129 356.966 I_ ----_.._ --- —_.. —.059.-- O 0--- --- _0...._...__.. _8 4 N 170 I 1.509 9.366 r -.01 0 1..._9......,.....4-...._.........................._Totals_._.....................................-73,.029. .. ---- ! 0 .� -- 10 I 4 ! COG (ft)_ _NC NC i NC RISA-3D Version 7.0.2 [F:\ENGINEER\SPORTS\ST08-002\GREATESCAPE.R3D] Page 5 — .............. —. EY I I z °X 289.193 1 �4� i 16.671. .r -.874 ' I 269.707 0.173 -1.723 1.72 -115 516 16.577 16.671, r I -1.644 256.073 0.102 I -16.516 273.122 I i Results for LC 5, SIDE WIND Reaction units are k and k-ft r-----........._........ Blast Deflectors TWO 180 FOOT TOWERS WITH A T-6" BASE GREAT ESCAPE NY j Gary Knighton __— Oct 28,2008 at 1:12 PM -- FST08-002 LC5-REACTIONS GREATESCAPE.R3D __ Company Blast Deflectors Oct 28,2008 Designer Gary Knighton 1:13 PM Job Number : ST08-01D?J0 180 FOOT TOWERS WITH A T-6"BASE GREAT ESCAPE NY Checked By: Joint Reactions(By Combination) LC Joint Label X M ,__,.__ Y.[k].•...•. _ _ Z fk1 Mx[k ft] MY(k ftl MZ -ft] i._...5 r.. -N -..._.......--- ..... ... 1,6.44_.............---'1 724_ -16.671 0 0 0 ._•2 i 5 N24 1- 0 -289.193 i -.874 1 0 1 0 ' 0 3 _5 = N47 -1.644 1 -1.723 -16.671 i 0 0 I 0 4 5 ` N70 0 256.073 I 173 1 0 C 0 1- 0 5 5 I __-........N 10.�........-..- — 1.72—-' 16.577 -16.516 --- 0 -- 0 — -- --0---+ -269.707 -.737 —_ 0 r 0 0 7 5 _ N147,,,-•.,__.__._._ f -1.72 16_577 -16_516 0 —0 _- 0 - 8 i 5 1 - N170 0.... ....... JJ......273.122..- --.102 6-- -...- - 0 --- —- 9 J 5 Totals: _1_0...;_..5 ,. -._._COG ft : 1 NC NC —1--- ..................-......._ _......._..._.-..... ---- — --' RISA-3D Version 7.0.2 [F:\ENGINEER\SPORTS\ST08-002\GREATESCAPE.R3D] Page 6 Y SPACE SHOT / TURBO DROP TOWER GREAT ESCAPE LAKE GEORGE, NEW YORK WIND DESIGN (EQUATIONS FROM ASCE 7-02) WIND COEFFICIENTS V= 90 ALPHA= 9.5 (EXP C) I= 1 Zg= 900 (TABLE 6-2) HEIGHT Kz Kd Qz G Cf E Pz Wz .707W .354W (PSF) 3.9 0.64 0.85 11.268 0.85 1.87 0.846 17.92 57 40 20 11.7 0.81 0.85 14.200 0.85 1.87 0.846 22.59 72 51 25 19.5 0.90 0.85 15.812 0.85 1.87 0.846 25.15 80 56 28 27.3 0.96 0.85 16.972 0.85 1.87 0.846 27.00 86 61 30 35.1 1.02 0.85 17.895 0.85 1.87 0.846 28.47 90 64 32 42.9 1.06 0.85 18.667 0.85 1.87 0.846 29.69 94 67 33 50.7 1.10 0.85 19.335 0.85 1.87 0.846 30.76 98 69 34 58.5 1.13 0.85 19.926 0.85 1.87 0.846 31.70 101 71 36 66.3 1.16 0.85 20.458 0.85 1.87 0.846 32.54 103 73 36 74.1 1.19 0.85 20.943 0.85 1.87 0.846 33.32 106 75 37 81.9 1.21 0.85 21.389 0.85 1.87 0.846 34.02 108 76 38 89.7 1.24 0.85 21.803 0.85 1.87 0.846 34.68 110 78 39 97.5 1.26 0.85 22.189 0.85 1.87 0.846 35.30 112 79 40 105.3 1.28 0.85 22.551 0.85 1.87 0.846 35.87 114 80 40 113.1 1.30 0.85 22.893 0.85 1.87 0.846 36.42 116 82 41 120.9 1.32 0.85 23.217 0.85 1.87 0.846 36.93 117 83 41 128.7 1.33 0.85 23.524 0.85 1.87 0.846 37.42 119 84 42 136.5 1.35 0.85 23.817 0.85 1.87 0.846 37.89 120 85 42 144.3 1.37 0.85 24.098 0.85 1.87 0.846 38.33 122 86 43 152.1 1.38 0.85 24.366 0.85 1.87 0.846 38.76 123 87 . 43 160.0 1.40 0.85 24.627 0.85 1.87 0.846 39.18 124 88 44 168.0 1.41 0.85 24.882 0.85 1.87 0.846 39.58 126 89 44 176.0 1.43 0.85 25.127 0.85 1.87 0.846 39.97 127 90 45 184.0 1.44 0.85 25.363 0.85 1.87 0.846 40.35 128 90 45 192.0 1.45 0.85 25.591 0.85 1.87 0.846 40.71 129 91 46 Eq. 6-15 Qz-0.00256 Kz*Kd(IV)""2 Kz from section 6.5.6.6(pg.29)Table 6-3(pg.75) Kd from section 6.5.4.4(pg.28)Table 6-4(pg.76) G=0.85 from Section 6.5.8 Cf calculated from Figure 6-22 E=percentage of wind blockage ylli PROJECT: SHEET NO: SUBJECT: 'ENC�iNi✓�RtNCt•D�Sif.�N GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com Un-factored Reactions Provided by Gary Knighton P.E::l Dead Load ::`":`. Wlndsmr-st6e `::': Windcnoaraaoi:`.{; Joint.: "X lom y ft) 2luw X twat I Y tdw 7 IMP) X ww Y IMP) Z 141 Nl 0.201 21.25 0.02 1.644 .1.724 -16.671 -22.403 -374.854 -0.003 Ix_L•z :.'' N24.t:: 0 20.907 0.134 0 -299.193 .0.874 1.509 9.444 0.009 I---- N47:>:1 -0.201 21.16 0.02 -1.644 -1.723 -16.671 -17.128 356.914 D.056 i N70.:':' Q ID.33 -0.134 D 256.073 0.173 1.507 8.456 -0.009 N10V. 0.202 21.169 -0.02 1.72 16.577 -16.516 -22.403 -374.864 Dmii :r N124i D 20.265 0.134 0 -269.707 -0.737 1.508 8.572 0.009 --� .... ... .. .........-.._.._..__-..... ... .. 147 N147: -0.202 21.168 -0.02 -1.72 16-577 -16.516 -17.129 356.956 -0.059 N170 0 20-876 0.134 1 0 273.122 0.102 1.509 9.366 -0.01 SIDE Notes: 1.90mph design wind speed-ASCE-02 2. Analysis completed using RISA 3D 3. Diagram provided by Gary Knighton FRONT NYSBC-ASD Load Combinations&Factors D.., .. `.,' D+Ws_f: O+Wrs,.: D.60+Ws3.. 0.6D+Wr,a ., : ; :. Joint X(UPI" Y DO; Z IMP) X MPI Y fW j Z(kW) X IMP) Y IMP] Z(nw X IMP) Y Ikp) Z IMP) X(kiw Y IMP) Z[up) NI.; 0.20 21.16 0.02 1.8S 19.44 -16.65 -22.20 -353.69 0.02 1.76 10.97 -16.66 -22.28 -362.16 0.01 N24. 0.00 20.91 0.13 0.00 -268.29 -0.74 1.51 30.35 0.14 0.00 -276.65 -0.79 1.51. 21.99 0.09 N47:':: -0.20 21.16 0.02 -1.85 19.44 -16.65 -17.33 378.07 0.08 -1.76 10.97 -16.66 -17.25 369.61 0.07 N70 0.00 20.33 -0.13 0.00 276.40 0.04 1.51 28.79 -0.14 0.00 268.27 0.09 1.51 20.65 -0.09 N301 0.20 21.17 -0.02 1.92 37.75 -16.54 -22.20 -353.70 -0.01 1.84 29.28 -16.53 -22.28 -362.16 -0.01 N124: 0.00 20.27 0.13 0.00 -249.44 -0.60 1.51 28.84 0.14 0.00 .257.5S -0.66 T 1S1 20.73 0.09 ::. N347: •0.20 21.17 -0.02 -1.92 37.75 -16.54 -17.33 378.13 -0.09 -1.84 29.28 -16.53 -17.25 369.67 -0.07 , N170 0.00 20.88 -0.13 0.00 294.00 •0.03 L51 30.24 -0.14 0.00 285.65 1 0.02 1.S1 21.89 -0.09 .. •.::. . . . .,... .:. :-......" :.. ..... .. .... ." -.... .,. . :�.��:: :"��.�•.'�.::� ACI-318-Load Combinations&Factors. . 1.40..:..:_':.".. 1.2D+0.8Ws-s".:.:.. t.!`.:[i`1.2D+0-BWps:"':'i:; 0.90+1.6Wss 0.90+1.6WF8;':;::C;'.. 1.2D+1.6Wi3::::: 1.20+1.6Wy..... Joint X(krol y pup) 2 tkro) X(kip) Y IMP) Z IMP) X fd j Y(trot Z luw X(Mo Y Fdl) Z(MPI X 1W y IV* Z IMP) X(UP) Y(UPI Z(kV) X(kip) Y ow Z IMPI NS::". 0.28 29.62 0.03 1.56 24.01 -13.31 -17.68 -274.49 0.02 2.91 16.29 -26.66 -35.66 -580.72 0.01 2.87 22.63 -26.65 -35.60 -57437 0.02 N24::: 0.D0 29.27 0.19 0.00 -205.27 -0.54 1.21 32.64 0.17 0.00 -443.89 -1.28 2.41 33.93 0.14 0.00 .437.67 -1.24 2.41 40.20 0.18 N47.':" -0.28 29.62 0.03 -1.56 24.01 -13.31 -13.94 310.92 0.07 -2.81 16.29 -76.66 -27.59 590.11 0.11 -2,87 22.64 -26.65 -27-65 596.45 0.11 N7Q: 0.00 28.46 -0.19 0-00 229.25 -0.02 1.21 31.16 -0.17 0.00 428.01 0.16 2.41 31.83 -0.14 0.00 434.11 0.12 2.41 37.93 -0.18 N101 0.28 29.64 -0.03 1.62 38.66 -13.24 -17.68 -274-49 -0.02 2.93 45.57 -26.44 -35.66 -580.73 -0.01 2.99 51.92 -26.45 -35.60 -574.38 -o.01 N124 0.00 28.37 0.19 0.00 -191.45 -0.43 1.21 31.18 0.17 0.00 -413.29 -1.06 2.41 31.95 0.24 0.00 -407.21 -1.02 2.41 38.03 0.18 N147. 0.28 29.64 -0.03 1.62 38.66 -13.24 -13.95 310.97 .0.07 -2.93 45.57 .26.44 -27.59 590.20 -0.11 299 51.92 -26.45 -27.65 596.55 0.12 N170 D.00 29.23 -0.19 0.00 243.55 -0.08 1.21 32.54 -0.17 0.00 1 455.78 0.D4 2.41 33.77 -0.14 1 0.00..._l 462.05 0.00 2.41 40.04 -0.18 r • PROJECT: SHEET NO: SUBJECT: 6NCri Ni✓E'R.1 N4•I�F.SI�N GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com y' 51 52 53 5 G � L7 ! I I v _ u _ F Leo U I NI A L5 T 1`11�4 i y i ex � Z L L4 I I I L3 L2 i I i I Li P O Nk M L x1 5 51DE � 4 Preliminary Mat Foundation Design-Conventional Rigid Method q=Q/A±Myx/ly±M,y/I, qa= 3 ksf B= Bl+B2+83+B4= 42 N B1= 16.00 Ll- 13.25 L= LS+L2+L3+L4+L5+L6+L7= 60 m B2- 4.75 L2= 4.75 Ix= 80/12= 750,116.8 N' B3= 4.75 L3- 4.75 ly= LB'/12= 357,963.2 N' B4= 16.00 L4= 14.58 A= BL 2,493.5 N' L5= 4.75 L6- 4.75 L7= 13.25 Determine pressures at points A-V using un-factored load combinations Case#1: D Case#2: D+Wss Case#3: D+Wy,6 D D+W, D+Wy joint 21wo ZOO) 71Na1 'Qua yo symmelryM batlsaM layout,ka�rclatbnlrom MSh 3Qoudrote sptan to tAa[of aNstam Li N1 21.16 19.44 -353.69 'w"I."k-,awke ma wru I.w k--6omyloz N24 20.91 -268.29 30.35 N47 21.16 19.44 378.07 1My=0.1M,=e N70 20.33 276.40 28.79 e-i$I'IN147+Na71+(sl+021'(NI7"124+Nm+Nu1+(el+e2+63)-(NIeIMI)YQ N101 21.17 37.75 -353.70 t=a'-ale N124 20.27 -249.44 28.84 y•lu'N14+(Ll+L2)'(N47+NIMLIH2+L3)'(r )+(L1+L2+L3+LQ'(N124M(L1+L2+13+L4N5)'iN147+N101H{LI+L2H3+WLS+L6)'1N17alYQ N1471 21.17 37.75 378.13 a=r'-«2 N170 20.88 294.00 30.24 /4,=Q'I Q 167.03 167.04 167.03 M,=Q4, x' 20.7S 20.75 -20.87 y' 30.04 66.25 30.04 ea 0.000 0.000 -41.621 ey -0.005 36.210 -0.005 M, -0.80 6048.33 -0.76 My 0.00 0.00 -6952.09 Q/A 0.067 0.067 0.067 My/ly 0.000 O.D00 -0.019 M.A. 0.000 0.008 0.000 Case#1:D(No Eccentricities) q'Q/A q- 0.067 kd Case#2:D+WI,s Case#3:D+Wy.a Point Q/A x ±Myx/ly y +May/la q Point Q/A x ±Myx/ly y ±May/I+ q A 0.067 -20.75 0.000 30.04 0.242 0.309 A 0.067 -20.75 0.403 0.00 0.000 0.470 B 0.067 -4.75 0.000 30.04 0.242 0.309 B 0.067 -4.75 0.092 30.04 0.000 0.159 C 0.067 0 0.000 30,04 0.242 0.309 C 0.067 0 0.000 30.04 0.OD0 0.067 D 0.067 4.75 0.000 30.04 0.242 0.309 D 0.067 4.75 -0.092 30.04 0.000 -0.025 E 0.067 20.75 0.000 30.04 0.242 0.309 E 0.067 20.75 -0.403 30.04 0.000 -0.336 F 0.067 20.75 0.000 16.79 0.135 0.202 1 F 0.067 20.75 -0.403 16.79 0.000 -0.336 G 0.067 20.75 0.000 12.04 0.097 0.164 G 0,067 20.75 -0.403 12.04 0.000 -0.336 H 0.067 20.75 0.000 7.29 0.059 0.126 H 0.067 20.75 -0.403 7.29 0.000 -0.336 1 0.067 20.75 0.000 -7.29 -0.059 0.008 KN 0.067 20.75 -0.403 -7.29 0.000 -0.336 J 0.067 20.75 0.000 -12.04 -0.097 -0.030 0.067 20.75 -0.403 -12.04 0.000 -0.336 K 0.067 20.75 0.000 -16.79 -0.135 -0.068 0.067 20.75 -0.403 -16.79 0.000 -0.336 L 0.067 20.75 0.000 -30.04 -0.242 -0.175 0.067 20.75 -0.403 -30.04 0.000 -0.336 M 0.067 4.75 0.000 -30.04 -0.242 -0.175 0.067 4.75 -0.092 -30.04 0.000 -0.025 N 0.067 0 0.000 -30.04 -0.242 -0.175 0.067 0 0.000 -30.04 OAQO 0.067 0 0.067 -4.75 0.000 -30.04 -0.242 -0.175 0.067 -4.75 0.092 -30.04 0.000 0.159 P 0.067 -20.75 0.000 -30.D4 -0.242 -0.175 0.067 -20.75 0.403 -30.04 0.000 0.470 Q 0.067 -20.75 0.000 -16.79 -0.135 -0.068 Q 0.067 -20.75 0.403 -16.79 0.000 0.470 R 0.067 -20.75 0.000 -12.04 -0.097 -0.030 R 0.067 -20.75 0.403 -12.04 0.000 0.470 S 0.067 -20.75 0.000 .7.29 -0.059 0.008 S 0.067 -20.75 0.403 -7.29 0.000 0.470 T D.067 -20.75 0.000 7.29 0.059 0.126 T 0.067 -20.75 0.403 7.29 0,000 0.470 U 0.067 -20.75 0.000 12.04 0.097 0.164 U 0.067 -20.75 0.403 12.04 0.000 0.470 V 0.067 1 -20.75 0.000 1 16.79 0.135 0.202 V 0.067 -20.75 0.403 16.79 0.000 i 0.470 PROJECT: SHEET NO: SUBJECT: �N�INEERINcj�D�SIrfN GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: 8Y: CHECKED BY*. www.glynngroup_com Use ASD Factored Load Combinations for Overturning and Uplift Checks Reactions 0.604-W 0.66+W�a :,JOlnt. XtklPf :YIkIPt, ztMPt. �Xlkki '�.YlkiPl '.2MPI yy�Z Ni •s: 1.76 10.97 -16.66 -22.28 -362.16 0.01 N24 0.00 -276.65 -0.79 1.51 21.99 0.09 N47 -1.76 10.97 -16.66 -17.25 369.61 0.07 N76 0.00 268.27 0.09 1.51 20.65 0.09 N101 1.84 29.28 16.53 22.28 362.16 0.01 --..._ . . .-... -... ... ......._- ___ _ 47 N124 0.00 -257.55 -0.66 1.51 20.73 0.09 SIDE 1447 -1.84 29.28 -16.53 -17.25 369.67 -0.07 N170:1 0.00 285.65 0.02 1.51 21.89 0.09 M0 17747.2 -302.254 -355.784 -17202.E n. 4---- - o---_.._..-----.:..------ .n 24_____ 170 i..MR - 26315.47 0.5139 27.15 26671.17 - VW7 1 1.51 1.52 JOK FRONT MARn-veRT= 4.51 ft B=38.00 Bl=F 14.25 Ll=F 11.25 L=56.08 B2= 4.75 L2= 4.75 L B3= 4.75 L3= 4.75 84= 14.25 L4= 14.58 L5= 4.75 I el L6= 4.75 I I I I L7= 11.25 ! At441 i 4-7 t WCONC =.6`D= 764.0 Kips �r - - �� \ A�- - 53 sloe \ i I 1 I I 64 LI L2 I LD L4 1-5 l^- L6 Ll 1- FRONT r PROJECT: SHEET NO: SUBJECT: GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street CLIENT: Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: CHECKED BY: www.glynngroup.com STRUCTUREPOINT - poaMata v6.51 (TM) 11-03-2008, 09:09:34 PM Licensed to: Glynn Geotachniaal Engineering, License ID: 54386-1014334-4-26461-26461 Z:\JOSS08\08-2000 AMUSEMENT PROJECTS\08—...\I,5ft PEDESTAL. 56 x 38 MAT FOUNDATION- CONCENTRATED.ma6 Page 1 Sasquatch - Tower Drop AsXm 1250 1,233 1.119 IAu { aim 1A05 0.94a MM 0.891 o,a35 0.77a now z u Asx(T) fin^2/ft]; LC: Envelope; Asx(T),max = 1.290 in^2/ft; Asx(T),min = 0.778 in^2/ft STRUCTUREPOINT - pcaMats v6.51 (TM) 11-03-2008, 04:09:50 PM Licensed to: Glyan Gootechnical Engineering, License ID: 54386-1014334-4-26461-26461 ,Z:\JOBS08\08-2000 AMUSEMENT PROJECTS\OB- A1.5ft PEDESTAL 56 x 38 MAT FOUNDATION- CONCENTRAT£D.ma6 Page 1 Sasquatch - Tower Drop Asx(B) 1,401 1334 1264 UM- 1.195 am 1.125 75t 1.056 0.086 0,917 mmm 0.847 OJ78 I r x ■■ ■ ®® Asx(B) [in^2/ft); LC: Envelope; Asx(B),max = 1.403 in^2/ft; Asx(B) ,min = 0.778 in^2/ft STRUCTUREPOINT - pcaMata v6.51 (TM) 11-03-2008, 04:10:00 PM Licensed to: Glynn Gootechaical Engineering, License M: 54386-1014334-4-26461-26461 Z�\JOBS08\08-2000 AMUSEMIM PROJECTS\08-...\1.5£t PEDESTAL 56 x 38 MAT FOUNDATION- CONCENTRATED.ma6 Page 1 Sasquatch - Tower Drop Asy(T) 1.261 1207 I.ISM1 1.100 1�.046 lf'r'.Y.trl 0.993 mum Him 0.939 0.965 .may 0.831 0.778 mum ASy(T) (in^2/ft); LC: Envelope; Asy(T) ,max = 1.261 in^2/ft; Asy(T) ,min = 0.778 in^2/£t STRVCTUREPOINT - pcaMats v6.51 (TM) 11-03-2008, 04:10:08 PM Licensed to: Glynn Geotechnical Engineering, License ID: 54386-1014334-4-26461-26461 2:\JOBS08\08-2000 AMUSEMENT PROJECTS\08-...\1.5ft PEDESTAL 56 x 38 MAT FOMMATION- CONCENTRATED.ma6 Page 1 3asquatch - Tower Drop ASy(6) 1348 1.20S 1.222 Liss LOSS 1.031 0.96e 0.104 EEIIIiM 0.241 OJ78 l t x Asy(B) [in^2/ft]; LC: Envelope; Asy(B),max = 1.348 in^2/ft; ASy(B) ,min = 0.778 in^2/ft i I f i two Aws 4s it i j, I I - fim 7 t — `z ( -j WWI maze 1 h4 ! ! nmy w- . '!�..._ r-, ', •"�`r4�iL'.Z ;- i '� f 1 I ��+ �5{',y�,Fs�4 S f -_.s .�-,. � n n � 1 : i _; 3 t I M ' �1.- STRUCTUREPOINT - pcaMats v6.51 (TM) 11-04-2008, 11:53:30 AM Licensed to: Glynn Geotechnical Engineering, License ID: 54386-1014334-4-26461-26461 Z:\JOBSOB\OB-2000 AMUSEMENT PROJECTS\08-...%I.5ft PEDESTAL 56 x 38 MAT FOUNDATION- CoNCENTRATED.ma6 Page 1 Sasquatch - Totter Drop Uz(up) 0.014 8.013 0,011 G ,ae 0.009 �Oz—u>,-,+� 1'uW'2SSEniJ' gum 0,006 0,005 WON 0.003 E= 0.002 OOUQ { Z n Dz(up) [in]; LC: Envelope; Dz(up) ,max = 0.014 in; Dz(up) ,min = 0.000 in - � - - '�'.��at•f,"'`Z�Y..^,'.lf�..')-41�t�.-..} r � f� �,� ....', .��'.zy i t }iyy s � '� `'" 1�..`^' �— {--t� }- "1 STRUCTUREPOMT - pcaMats v6.51 (TM) 11-04-2008, 11:54:33 AM Licensed to: Glynn Geotachnical Engineering, License ID: 54386-1014334-4-26461-26461 Z:\JOBS08\08-2000 AMUSEMENT PROJECTS\08-...\1.5ft PEDESTAL 56 x 38 MAT FOUNDATION- CONCENTRATED.ma6 Page 1 Sasquatch - Tower Drop AsXm 1.zcz 1.2D8 1.154 I.301 1.047 �itFT'd.S1+a:: U.993 D,939 0.005 Raw 0.031 D.na f Z l—X Asx(T) [in^2/ft]; LC: Envelope; Asx(T) ,nkax = 1.262 in^2/ft; Asx(T) ,min = 0.778 in^2/ft STRUCTUREPOINT - pcaMate v6.51 (TW 11-04-2008, 11:54:47 AM Licensed to: Glynn Geotechnical Engineering, License ID: 54386-1014334-4-26461-26461 2:\JOBS08\08-2000 AMUSEMENT PROJECTS\08-...\1.5ft PEDESTAL 56 x 38 MAT b'MMATION- CONCENTRATED.ma6 Page 1 Sasquatch - Tower Drop Asx(B) 1.386 1.319 1.25! 1.183 1.116 1.040 0.M MW 0.913 RM'"29 0.845 xmmm 0.778 MEM L� k Asx(B) (in^2/£t]; LC: Envelope; Asx(B),max = 1.386 in^2/£t; Asx(B) ,min = 0.778 in^2/ft 3 STRUCTUREPOINT - pcakats v6.51 J= - 11-04-2008, 11:55:08 AM Licensed to: Glynn Geotechnical Engineering, License ID: 54386-1014334-4-26461-26461 Z:\JOBS08\08-2000 AMUSEMENT PROJECTS\08-...\1.5ft PEDESTAL 56 a 38 MAT FOUNDATION- CONCENTRATED ma6 Page 1 Sasquatch - Tower Drop Asy(T) 1.267 p� 1.212 1� mam 1.158 MUM 1.104 VAN 1.W O."s 0.141 MEMO 0.886 eta a.eaz E a778 t` am NEW ; 7 X Asy(T) (in^2/ft]; LC: Envelope; Asy(T),maX = 1.267 in^2/ft; Asy(T) ,Min = 0.778 in^2/ft STRUCTUREPOINT - pcsMats v6.51 (TM) 11-04-2008, 11:55:13 AM Licensed to: Glynn Geotechnical Engineering, License ID: 54386-1014334-4-26461-26461 2:\JOBSOB\08-2000 AMUSEMENT PROJECTS\08-..,\1.5ft PEDESTAL 56 x 38 MAT FOUNDATION- CONCENTRATED_ma6 Page 1 Sasquatch — Tourer Drop Asy(B)� 1.277 1.221 1 I'M r,. 1.110 toss 0.999 0.944 i 0.688 0.633 0.778 of LEI Asy(B) jin^2/ft]; LC: Envelope; Asy(B),max = 1.277 in^2/ft; Asy(B),min = 0.778 in^2/ft "", �; a4 of r y1ti xy.� n fi N..3, yl-1g 9 :"'` razz ,. f,r�icr�5 4 r he �skkaY•^•t x v Yap' �x>5 t� { S.k1 ' SL�.�q k i i_ S "',� z t -A 9 t h �l a r ) ��4��, � �� s �� '� t � w^'' �``�3 � { a � 7� TE � r r'' -u—r4� '-if ti r✓ 1��,� ,......,J �;�.'a."�..,..,, -�,.c ,�...� �177 ""4 ✓r t 1 t f --� ot. a Ei 1 1 Pi.. 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Asx(T) oJ7e D.na 0.778 0.778 0.778 MOM 0.778 mom D,778 mom OJ78 0.778 0.778 gin Z X. Asx(T) [in^2/ft]; LC: Envelope; Asx(T) max = 0.778 in^2/ft; Asx(T) min = 0.778 in^2/€t a � STROCTUREPOINT - pcaMata v6.51 (TM) 11-04-2008, 11:44:23 AM Licensed to: Glynn Geotecbnical Engineering, License ID: 54386-1014334-4-26461-26461 Z:\JOBSOB\08-2000 AMUSEMENT PROJECTS\08-2042(SFGE Turb...\1.5ft PEDESTAL 56 x 38 MAT FOUNDATION.ma6 Page I Sasquatch - Tower Drop Asx(B) 0.836 so= WIN 0,829 0,823 0.8 tb 0 O.S03 D,T97 0.79 t :n7 0.784 o.ns Z X Asx(B) [in^2/ft] ; LC: Envelope; Asx(B) ,max = 0.836 in^2/ft; Asx(B) ,min = 0.778 in^2/ft s y STRUCTUREPOINT - pcaMats v6.51 (TW 11-03-2008, 04:12:49 PM L.Lcansad to: Glynn GeatOchnical Engineering, License ID; 54386-1014334-4-26461-26461 zy'\JOHso8\o8-2000 mwszmEl1T PROJECTS\08-2042(SFGE Tarb...\l.5ft PEDESTAL 56 x 38 MAT YOUNDATION.ma6 Page 1 Sasquatch - Tower Drop f=: AsyM ogn Wn OM} o.n8 is 0578 iffm 0,778 WAM-So 0278 mm 0.776 0.778 0.778 o.n8 x Asy(T) [in^2/ft3; LC: Env®lope; Asy(T),max = 0.778 in^2/£t; Asy(T) ,min = 0.778 in^2/ft iF.}„�t,... .?w Scrq! y.,,sj 1 ) lisp ' S. .F`a' r. 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E�, E,. }t� �� ° a • �� f 1 t � � dS �~u`.� a� 1 t t f� f �� ir1'FF� r Y v 'F 1: FLfi° �i.4-7 uzA Y 1 11' - 1 i I �_� •I I'L.r. I f �f. _ , i , r use• ��I —:� ! 1 `_`I i `I� 1 — -y- �-- I I I I - '_.� .�^a--� ��—��-1 !..� !_t_ 1� '1 1' •�. y 1 1 1. I: 1' III I 1• � - I, �1 k�.:,,: _ r' -�] 45 4 L �- w �7+ 2k#s�NO,'1 aaC 1 s Su s ey, o�n ryl sy ` �_t i 7�C v ;VI t F � ��1 `�'1 �'"�a �y'}�c�'} 4� t• } � ��`� s'�' Y mot- $I Space ShotTM Assembly Procedure This is a general procedural overview of how the Space ShotTr' ride will be installed`�s conditions require,the actual procedure will vary slightly from the steps listed below, Th L! ,f listed elevations assume that the point where the tower attaches to the steel in the foundation to be 0. Step 1: The crane will pick up the first tower section and set it on the insets in the concrete pad, It will be aligned within 1/16" (1.59 mm)of vertical on all 4 sides with 2 surveyor transits. This section will then be welded to the insets in the foundation. Weight=50,000lbs Length=78' (22,000 kg) (23.77 m) Step 2: The crane will pick up the two air filters and place them at elevation 8 . Weight--400 Ibs Height—l 8' (181.6 kg) (5.48 m) Step 3: The crane will pick up the first air tank section and set it on the frame in the concrete pad. It will be centered and aligned within the tower structure. This air tank section will be centered and held in place by welding stops to the frame on the bottom and then centered with 4 turnbuckles at the top. We do not weld the bottom solid since the structural value gained by securing the tank is almost nonexistent. This also allows for the rotation of the tank if it is necessary to properly align the sheave brackets and cables with the 16" (406.4 n1m) valve. Weight=3,500lbs Length=37' (1.598 kg) (11.3 m) Step 4: The crane will pick up the first 4 sections of air cylinders and hang them inside the tower so they rest on the cylinder bracket. They will temporarily attach to the air tank. Weight=700lbs Length=29' (317.8 kg) (8.8 m) Step 5: The crane will pick up the second air tank section and set it at elevation 37' -- (11.3 m)on top of the first air tank section. It will be bolted and the bottom and centered with turnbuckles at the top. The belts will be torqued to 450 foot pounds. Weight=3,950lbs Length=39' (179.3 kg) (11.89 m) Step 6: The crane will pick up the 4 second sections of power cylinders. Each one will be dry fit and then glued in place at elevation 34' (10.36 ). Each cylinder will be temporarily tied to the air tank. Weight=7001bs Length=29' (317.8 kg) (8.8 m) Step 7: The crane will pick up the second tower section and set it at elevation 78'(23.8 m) on top of the first tower section,and will be bolted in place. The bolts will be torqued to 1,700 foot pounds with sweeney 503. Weight=12,500 lbs Length=39' (5675 kg) (11.89 m) Step 8: The crane will pick up the third air tank section and set it at elevation 76'(23.2 m) on top of the second air tank section. It will be bolted at the bottom and centered with turnbuckles at the top. The bolts will be torqued to 450 foot pounds. Weight=3,950lbs Length=39' (179.3) (11.89 m) Step 9: The crane will pick up the third section of power cylinders. Each one will be dry fit and then glued in place at elevation 64'(19.5 m). Each cylinder will be temporarily tied to the air tank. Weight=700lbs Length=29' (317.8 kg) (8.8 m) Step 10: The crane will pick up the third tower section and set it at elevation 117' (35.7m) on top of the second tower section, and will be bolted in place. The bolts will be torqued to 700 foot pounds with Sweeney 503. Weight=9,000lbs Length=39' (4096 kg) (11.89 m) Step 11: The crane will pick up the fourth air tank section and sett it at elevation 115' (35.1 m)on top of the third air tank section. It will be bolted at the bottom and centered with turnbuckles at the top. The bolts will be torqued to 450 foot pounds. Weight=3,200lbs Length=27' (1453 kg) (8.32 m) Step 12: The crane will pick up the fourth section of power cylinders. Each one will be dry fit and then glued in place at elevation 93'(28.4 m). Each cylinder will be temporarily tied to the air tank. Weight=700lbs Length=29' (317.8 kg) (8.8 in) Step 13: The crane will pick up the fifth section of power cylinders. Each one will be dry fit and then glued in place at elevation 124'(37.8 ). Each cylinder will be temporarily tied to the air tank. Weight=500lbs Length=29' (227 kg) (8.8 m) Step 14: The crane will pick up the fourth and last tower section and set it at elevation 156' (47.54 m)on top of the third tower section, and will be bolted in place. The bolts will be torqued to 700 foot pounds with sweeney 503. Weight=8,500lbs Length=29' (3859 kg) (8.8 m) Step 15: The crane will pick up the fifth air tank section and set it at elevation 147'(44.8m) on top of the fourth air tank section. It will be bolted at the bottom and centered with turnbuckles at the top. The bolts will be torqued to 450 foot pounds. Weight-3,000lbs Length.=27' (1362 kg) (8.23 m) Step 16: The crane will pick up the sixth and last section of power cylinders. Each one will be dry fit and then glued in place at elevation 154'(46.9 m). Each cylinder will be temporarily tied to the air tank. Weight=7001bs Length=29' (317.8 kg) (8.8 m) Step 17: The crane will pick up the 16" (406.4 mm)valve and set it at elevation 174' (53.03 m)on top of the air tank. It will be bolted to the air tank and the bolts will be torqued to 450 foot pounds. Weight---4,500Ibs Length=4' (2043 kg) (1.22 m) Step 18: Each of the 4 cylinder stacks will be lifted up with the cylinder adjustment bolts so the cylinder flange touches, and will be bolted to, the valve. Each cylinder will then be attached, every 15'(4.6 m)to the tank with metal straps. The flange bolts torque to 150 foot pounds. Step 19: The crane will pick up the bridge and set it in between the towers tying them together. Weight=6,000lbs Length=24' (2724 kg) (7.31 m) Step 20: All air flow components will be installed. Electrical cables will be dropped in place,and all small components will be installed as the crane brings the work platform back to the ground. r We are finished with the crane at this time. The rest of the assembly includes installing all miscellaneous electrical and pneumatic parts. 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