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CC-0116-2021 Office.Use Only PRINCIPLE STRUCTURE EMME t PERMIT APPLICATI ON Permit#: CG"(O 11 b'XV Permit Fee: Town of Queensbury 742 Bay Road,Queensbury, NY 12804 *Rec Fee:$ P: 518-761-8256 www.queensbury.net Invoice#: r0� Flood Zone? Y Reviewed.B Project Location: 1172 State Route 9 Tax Map #: 288.20-1-20 Subdivision Name: *TOWN BD.RESOLUTION 385-2020:$1000 recreationfee for new dwelling units:single family,duplexes/two-family, - multiplefamily, apartments,condominiums,-town houses,and/or manufactured-&modular homes,but not mobile homes. This is in addition to the permit fee(s). PROJECT INFORMATION: Residential . X. Commercial, Proposed Use: Ride/Attraction at the Great Escape _Single-Family: _Two-Family _Multi- Family(#of units:_) 1: Custom 2. _Modular(REQUIRED:NYS stamped engineered drawings of foundation plans) Townhouse _Garage (#of cars_) Business Office Retail _Hotel/Motel Industrial - Heated Warehouse/Storage Building Unheated Warehouse/Storage Building X . Amusement Ride _Other(describe: ) MAIN STRUCTURE SQUARE.FOOTAGE: GARAGE SQUARE FOOTAGE: 1ST floor: 1'floor: 2nd floor: 2nd floor: 3rd floor: Total square feet: Basement(habitable space): Total square feet:- ri= n MAR 17 2021 TOWN OF QUEENSBURY BUILDING&CODES Principle Structure Packet Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Great Escape Theme Park, LLC (Rebecca Wood) - Mailing Address, C/S/Z: 1172 State Route 9, Lake George, NY 12845 Cell Phone: Land Line: ( 518 ) 792-3500 Email: rwood@sftp.com • Primary Owner(s): Name(s): Same as above Mailing Address, C/S/Z: Cell Phone: Land Line: �) Email: ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Dean Hyatt Contractor Trade: The Great Escape Theme Park Mailing Address, C/S/Z: 1172 State Route 9, Lake George, NY 12845 Cell Phone: 5( 18 ) 812-9345 Land Line: 518 ) 792-3500 x3319 Email: dhyatt@sftp.com **Workers' Comp_documentation must be submitted with this application** • Arch itect(s)/Eng1neer(s): Foundation: Case Engineering, Inc. -796 Merus Court St. Louis, Mo 63026 Geo-Tech and Site Design: CT Male Associates-50 Century Hill Drive Latham, NY 12110 Business Name: Ride Manufacturer: Funtime Thrill Rides-Dolsach,Austria Contact Name(s): JARRETT Engineers, PLLC Robert U. Holmes, P.E. Mailing Address, C/S/Z: 12 East Washington St., Glens Falls, NY Cell Phone: 5( 18 ) 796-7381 Land Line: 518 ) 792-2907 Email: bholmes(o)_jarrettengineers.com Contact Person for Compliance in regards to this project: Dean Hyatt Cell Phone: 5( 18 ) 812-9345 Land Line: 518 ) 792-3500 x3319 Email: dhyatt@sftp.com Principle Structure Packet Revised January 2021 CHECKLIST--SINGLE FAMILY Project Location: N/A REQUIRED—3SETS 1. Building Permit application, completed YES NO N/A 2. Energy Code inspector's report from ResCheck, completed &signed 3. Septic alteration application, if applicable 4- Solid fuel burning or gas insert appliance form(s), if applicable 5. Driveway permit, if applicable 6. Structural drawings (3 SETS), including: a. Floor plans b. Foundation plans c.. Cross sections d. Elevations e. Window.& door schedule f. Natural light,ventilation &emergency egress 7. Plot plan: showing proposed structure(s) with setback.dimensions from all surveyed property lines 8. Electrical inspection agency selected CHECKLIST-- MULTI-DWELLING/COMMERCIAL Project Location: Ghost Town -The Great Escape REQUIRED-2SETS 1. Building Permit application, completed YES NO N/A 2. Energy Code inspector's report from ComCheck;-completed &signed X 3. Septic alteration application, if applicable X 4. Solid fuel burning or gas insert appliance fo.rm(s), if applicable X 5. Driveway permit, if applicable X 6. Structural drawings, including: a. Floor plans X b. Foundation plans X c. Cross sections- X d. Elevations X e. Design loads including floor, snow&wind load X f. Seismic design X g. Plans signed and sealed by registered architect or.engineer X h. Window&door schedule X 7. Plot plan: showing proposed structure(s) with setback dimensions from all X surveyed property lines 8. Electrical inspection agency selected X 9. FINAL AS-BUILT PLANS SUBMITTED ELECTRONICALLY X Principle Structure Packet Revised January 2021 1 rerra on June 28, 2021 Mr. Dean Hayatt Six Flags Great Escape Resort 1172 State Route 9 Queensbury, NY 12804 Re: Final Statement of Concrete and Reinforcing Steel Inspections Six Flags Great Escape Resort—ADK Outlaw 1172 State Route 9 Queensbury, NY 12804 Our File No. JB211030 Mr. Hayatt, Copies of the individual reports for our inspection of the referenced project's foundation areas structural concrete and reinforcing steel which we prepared during the course of construction are attached. These individual reports are a part of this final report and on this basis, I state that to the best of my knowledge, information and belief that the concrete.and reinforcing steel scheduled with our office for this project have;•been performed and any discovered discrepancies were resolved. Should questions arise or if we may be of any other service, please contact us at your convenience. Yours truly, Terracon Consultants-NY, Inc. Michael McHenry Materials Department Manager Attachments: Project Reports Terracon Consultants-NY, Inc. 30 Corporate Circle, Suite 201 Albany, New York 12203 P (518)266 0310 F(518)805 6001 terracon.com Environmental 0 F a C i I i t i e s 0 Geotechnical 0 Materials CONCRETE COMPRESSIVE STRENGTH TEST REPORT AlterrCCOrt eg61PAHY Report Number: JB211030.0002 116, 66 Service Date: 04/14/21 30 Corporate Cir Ste 201 Report Date: 05/13/21 Albany,NY 12203-5169 Task: 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 1172 Route 9 Queensbury,NY 12804 Queensbury,NY 12804 Project Number:JB211030 Material Information Sample Information Specified Strength: 4,000 psi Qa 28 days Sample Date: 04/14/21 Sample Time: 1215 Sampled By: Mark Erceg Mix ID: 40018 Weather Conditions: Partly cloudy Supplier: Pallette Stone Accumulative Yards: 10 Batch Size(cy): 10 Batch Time: 1118 Plant: Placement Method: Pump Truck No.: 4907 Ticket No.: 926 WaterAdded Before(gal): 5 Field Test Data WaterAdded After(gal): 0 Sample Location: SW comer Test Result Specification Placement Location: Footings for ADK Outlaw Slump.(in): 4 Air Content(%): 6.1 Concrete Temp.(I7): 70 40-95 Ambient Temp.(F): 65 N/A Plastic Unit Wt.(pci): N/A Yield(Cu.Yds.): N/A Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Weight Date Test Load Strength Fracture Tested No. ID (in)_ (sq in) Received (lbs) Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 04/15/21 8.55 04/21/21 7 1 B 4.01 12.63 04/15/21 8.50 05/12/21 28 73,910 5,850 2 ADB 1 C 4.01 12.63 04/15/21 8.55 05/12/21 28 69,890 5,530 2 ADB 1 D 4.01 12.63 04/15/21 8.50 05/12/21 28 71,020 5,620 2 ADB Average(28 days) 5,670 1 E 04/15/21 8.55 Hold 1 F 04/15/21 8.55 Hold Initial Cure: Outside Plastic Lids Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Note: Reported air content does not include Aggregate Correction Factor(ACF). Samples Made By:Dente Group-A Terracon Co. Services: Sample fresh concrete at the placement locations,perform required field tests and cast compressive strength samples. Dente Group-A Terracon Co.Rep.: Mark Erceg Reported To: The foreman Contractor: Rozell Industries Report Distribution: (1)The Croat Escape Theme Park,L.P.,Rebecca (1)The Great Escape Theme Pads,L.P.,Lorraine Reviewed By: Wood Cadcari M.Mc Materials Department Manager Test Methods: ASTM C 31,ASTM C39,ASTM C138,ASTM C143,ASTM C172,ASTM C231,ASTM C1064,ASTM C1231 The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client Indicated above and shall not be reproduced except In full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CR0001.I1-16-12,Rev.6 Page 1 of 1 REINFORCING STEEL ORSERVATiONS REPORT Report Number: JB211030.0001 Service Date: 04/12/21 30 Corporate Cir Ste 201 Report Date: 04/19/21 Albany,NY 12203-5169 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 1172 Route 9 Queensbu y,NY 12804 Queensbury,NY 12804 Project Number. JB211030 N SPREAD FOUNDATION: Footings ❑GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER: REFERENCE DRAWINGS:Concrete Shop Reinforcing sheets A-D,03/18/21, LOCATION:Adirondack Outlaw Ride footings/step footings including retaining wall footing. N"REQUIRED BAR SIZE ® REQUIRED GRADE STEEL ® REQUIRED BAR SPACING ® REQUIRED BAR CLEARANCE ® REQUIRED SPLICES N CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client rcquesgs). Dente Group-A Terracon Co.Rep.: J.Canonico Reported To: Dean of The Great Escape and Rich Contractor: Rozell Report Distribution: / The Great Escape Theme Park,L.P., The Great Escape Theme Park L.P., Re Lorraine ------,� �i� Rebecca Wood Lorraine Caricari Reviewed By: M. o Materials Department Manager The tests were performed In general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client Indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily Indicative of the properties of other apparently similar or identical materials. CrODDI.10.16b13.Bcv.10 Page 1 of 1 REINFORCING STEEL OBSERVATIONS.REPORT Azrvmro,eemm Report Number: JB211030.0004 Service Date: 05/06/21 30 Corporate Cir Ste 201 Report Date: 05/13/21 Albany,IVY 12203-5169 518-266-0310 Client Project The Great Escape Theme Park,L.P. The Great Escape Theme Park Attn:Rebecca Wood 1172 State Rte 9 1172 Route 9 Queensbury,IVY 12804 Queensbury,NY 12804 Project Nlnnber. JB211030 ❑SPREAD FOUNDATION ❑ GRADE BEAM N FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS: Dimension Concrete Shop Reinforcing,03131/21. LOCATION:Adirondack Outlaw Ride, Perimeter Foundation walls/Retaining wall. ® REQUIRED BAR SIZE ® REQUIRED GRADE STEEL ® REQUIRED BAR SPACING: Contractor reported they were going to wet place top of wall_slab dowels where required, and drilVepoxy dowels at interior wall intersects. ® REQUIRED BAR CLEARANCE ® REQUIRED SPLICES ® CONFORMS TO DRAWING:See SPACING. ❑ DOES NOT CONFORM ❑ REMARKS Services: Observe the placement of reinficing steel and/or embedded elements as requested in general accordance with project specifications and/or client request(s). Dente Group-A Terracon Co.Rep.: J.Canonico Reported To: Dean of The Great Escape and Rich Contractor: Rozell Report Distribution: (1)The Great Escape Theme Park,L.P., (t)The Great Escape Theme Pads,L.P., Rebecca wood Lorraine Caricari 1 Reviewed By: M. Materials Department Manager The tests were performed In general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client Indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cr000t,to-icaa,ttv.to Page 1 of I 4 I JARRETT Fa&eers,PLLC Gvll&Environmeatidgineerlr March 16,2021 Town of Queensbury Buildings&Codes Attn: Mr.John O'Brien 742 Bay Rd. D Q Queensbury,NY 12804 johno&pueensbury.net .SUN 2 8 2021 Re: Great Escape—'Adirondack Outlaw' Amusement Ride TOU!/N OF QUEEtVSBliRY Entities Providing Special Inspections - UILDING&CODES John, The following is a breakdown of the entities that are to be providing 3'party special inspections for the construction of the proposed`Adirondack Outlaw' amusement ride to be located at the Great Escape. All special inspections are to be completed in accordance with Chapter 17 of the 2018 International Building Code(NYS Building Code 2020), the ride foundation design drawings by Case Engineering,Inc.,issued 9/3/2020 and stamped 2/19/2021,the Geotechnical Evaluation report prepared by CT Male Associates,dated 2/14/2020 and the Booster Ride Erection Plans prepared by Funtime Thrill Rides,dated 9/13/2019, 1/9/2020, 1/23/2020,2/19/2020&2/20/2020. Work Component Identified Special Inspector Site/Soils/Foundations Inspection of soil conditions/compaction(drawings and Geo-tech CT Male report) Testing of soil compaction—(2)per bench(drawings and Geo tech Construction Technologies report) Verification of soils(drawings and Geo-tech report) CT Male Concrete Placement of reinforcing steel Dente-TerraCon Concrete Mix Design Case Engineering,Inc. Concrete Materials Testing Dente-Terracon Concrete Placement Dente-TerraCon Anchor Installation Dente-TerraCon Inspection of ride mast embedment Dente-TerraCon Framing1rection Material verification of nuts bolts and washers Funtime/NYS Dept.of Labor Inspection of bolted connections installation and torque) 4Funtime/NYS Dept.of Labor Ride Assembly in accordance with Ride Manufacturer Funtime/NYS Dept.of Labor If you have any questions or comments regarding the above please feel free to give me a call at(518)792-2907. Sincerely, JARRETT Engineers,PLLC =� Date: 201.03.1 14:1 2:3B -U*OU' Robert U.Holmes H,P.E. Project Manager F.•1DataFi1e12001 Project FilestGrt Esc Proj101-054 Great Escape Venues101-054.72Adirondack OutlawlWorkDocs101054.72 210316Outlaw Ride prmtlSrce FileS101054.75 210316Ad Outlaw Spec InspctEntities.docx Page 1 of 1 MASTEs O ® 03 30 00 Cast-in-Place Concrete SOLUTIONS03 40 00 Precast Concrete 3 03 70 00 Mass Concrete MasterPolyheedO 997 Mid-Range Water-Reducing Admixture Description Features MasterPolyheed 997 ® True mid-range water reduction(5-15%)and excellent performance across a wide slump admixture is a patented range,especially the difficult slump range of 5-8 in.(125-200 mm) multi-component,mid- ■ Superior workability,pumpability and finishability qualities even in concrete mixtures range water-reducing containing low amounts of cementitious materials admixture. MasterPolyheed 997 admixture meets ® Superior finishing characteristics for residential/commercial flatwork and formed surfaces ASTM C 494/C-494M requirements for Type A, - Benefits water-reducing,and Type F, ® Significantly reduced placement and finishing time resulting in lower in-place high-range water-reducing, concrete costs admixtures. ® Higher strength at all ages Applications ■ Enhanced concrete durability Recommended for use in: ■ Increased service life of concrete structures _ ® All concrete applications- where superior Performance Characteristics workability,pumpability M"ndvre Data:500 Ib/yd3(295 kg/m3)of Type I cement;slump 6-7 in.(150-180 mm);5-6%air; and finishability qualities concrete temperature 70 OF(21 °C);ambient temperature,70 OF(21 °C). are desired,in particular,flatwork,'pumped Setting Time Performance' concrete and pervious_ Initial Set Difference concrete Mixture (h:min) (h:min) ®.Concrete containing Reference 6:01 manufactured sand and MasterPolyheed 997 admkWre Q harsh concrete mixtures - 5 fl ortcwt(325 mIJ100 kg) 6:22 +0:21 10 fl ozlcwt(650 mIJ100 kg) 6:57 +0:56 15 fl oz/cwt(980 mIJ100 kg) 7:31 +1:30 I page 1 of 3 MasterPolyheed 997 Technical Data Sheet Compressive Strength,psi(MPa) Storage and Handling Mixture 7-Day 28-Day_ Storage Temperature:MasterPolyheed 997 admixture should be Plain ��- 2360(16.3) 3320(22.9) stored between 35 and 105 OF(2 and 41 °C).If MasterPolyheed _�. -- 980 admixture freezes, thaw at 40 OF (5 °C) or above and MasterPolyheed 997 admixture @ completely reconstitute using mild mechanical agitation. Do 5 fl oz/cwt(325 mU100 kg) 3060(21.1) 3930(27.1) not use pressurized air for agitation. 10 fl odcwt(650 inU100 kg) 3740(25.8) 4610(31.8) Shelf Life: MasterPolyheed 997 admixture has a minimum 15 fl oz/cwt(980 inU100 kg) 4620(31.9) 5460(37.7) shelf life of 18 months. Depending on storage conditions, the 'Note. The data shown are based on controlled laboratory tests. shelf life may be greater than stated. Please contact your local Reasonable variations from the results shown here may be experienced sales representative regarding suitability for use and dosage as a result of differences in concrete making matedals and jobsite recommendations if the shelf life of MasterPolyheed 997 conditions. admixture has been exceeded. Guidelines for Use Packaging Dosage: MasterPolyheed 997 admixture has a recommended MasterPolyheed 997 admixture is supplied in 55 gal (208 Q dosage range of 3-15 fl oz /cwt (195-980 mIJ100 kg) of drums, 275 gal (1040 Q totes and by bulk delivery. cementitious material for most concrete mixes. As the dosage of MasterPolyheed 997 admixture increases to Related Documents 15 fl oz/cwt(980 mIJ100 kg)of cementitious materials,normal Safety Data Sheets: MasterPolyheed 997 admixture concrete setting characteristics are maintained and early and ultimate compressive strengths increase. Additional Information BASF does not recommend the use of dosages outside the recommended range without trial testing. Consult your local For additional information on MasterPolyheed 997 admixture or sales representative for assistance in determining the dosage its useindevelopingconcretemixtureswithspecialperformance for optimum performance. characteristics, contact your local sales representative. The Admixture Systems business of BASF's Construction Product (Votes Chemicals division is the leading provider of solutions that improve placement, pumping, finishing, appearance and Corrasivity — Non-Chloride, Non-Corrosive: MasterPolyheed performance characteristics of specialty concrete used in 997 admixture will neither initiate nor promote corrosion of the ready-mixed,precast,manufactured concrete products, reinforcing or prestressing steel embedded in concrete, or underground construction and paving markets. For over of galvanized steel floor and roof systems. MasterPolyheed 100 years we have offered reliable products and innovative 997 admixture does not contain intentionally added calcium technologies, and through the Master Builders Solutions chloride or other chloride-based ingredients. brand, we are connected globally with experts from many Compatibility: MasterPolyheed 997 admixture may be used fields to provide sustainable solutions for the construction in combination with any BASF admixtures. When used in industry. conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterPolyheed 997 Technical Data Sheet Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, D(PRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product,including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing within one (1)year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF. t. ®BASF Corporation 2018 0 09/18 ElDAT-0060 r�/a vM 61 BASF Corporation United States Canada AdmixtureCo Systems 23700 Chagrin Boulevard 1800 Clark Boulevard y Cleveland,Ohio 44122-5544 Brampton,Ontario L6T 4M7 www.master-builders-solutions.basf.us Tel:800 628-9990 0 Fax:216 839-8821 Tel:800 387-5862 Is Fax:905 792-0651 page 3 of 3 C1BASF 03 30 00 Cast-in-Place Concrete The Chemical Company 034000 Precast Concrete 3 ' 03 70 00 Mass Concrete MasterAir® VR 10 i s®I® e in Air-Entraining Admixture Formerly MB-VR* °-Description Features Features MasterAir:VR 1,O neutralized ® Ready-to-use in the proper concentration for rapid,accurate dispensing vmsol resin adMixture`is,:; used:for entraining air in '£,_# Benefits coricrete.'It meets the ® Increased resistance to damage from cyclic freezing and thawing requirements of ASTM C i.260,AASHTO M 154, and-,-, ® Increased resistance to scaling from deicing salts `GRD-C 13. M Improved plasticity and workability .. 'a, No Improved properties of mixtures used for making concrete block,concrete pipe and i"Applications.°--' other precast products Recommended_for use ih ® Reduced permeability—increased watertightness r ®`Concrete expo'setl ==t ■ Reduced segregation and bleeding to cyclic freezing and thawing s . Performance Characteristics ■ Production of high-quality !,==normaF.or_.lightweight ,=4 4 Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from: proper air ;concrete>:(heavyweight:;;;:,;:{ g 9 Y g content in the hardened concrete, a suitable air-void system in terms of bubble size and concrete hbrmally'does R:_ ;not„contairi.eritrained air :=E spacing,and adequate concrete strength,assuming the use of sound aggregates and proper mixing,transporting, placing,consolidation,finishing and curing techniques. MasterAir VR 10 admixture can be used to obtain adequate freeze-thaw durability in a property proportioned concrete mixture,if standard industry practices are followed. Air Content Determination:The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method"or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method. - < The air content should be verified by calculating the gravimetric air content in accordance with ¢ { ASTM C 138/C 138M,"Standard Test Method for Density(Unit Weight),Yield,and Air Content 4 y ' (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%, the cause should be determined and corrected through equipment calibration or by whatever - '3 process is deemed necessary. p s - r _ - MASTER BUILDERS SOLUTIONS MasterAir VR 10 Technical Data Sheet Guidelines for Use Precaution Dosage: There is no standard dosage for MasterAir VR 10 In a 2005 publication from the Portland Cement Association(PCA admixture.The exact quantity of air-entraining admixture needed R&D Serial No. 2789), it was reported that problematic air-void for a given air content of concrete varies because of differences clustering that can potentially lead to above normal decreases in concrete making materials and ambient conditions. Typical in strength was found to coincide with late additions of water factors that might influence the amount of air entrained include: to air-entrained concretes. Late additions of water include the temperature, cementitious materials, sand gradation, sand- conventional practice of holding back water during batching for aggregate ratio,mixture proportions,slump,means of conveying addition at the jobsite.Therefore,caution should be exercised with and placement, consolidation and finishing technique.The delayed additions to air-entrained concrete. Furthermore, an air amount of MasterAir VR 10 admixture used will depend upon content check should be performed after post-batching addition the amount of entrained air required under actual job conditions. of any other materials to an air-entrained concrete mixture. In a trial mixture, use 0.25 to 4 fl oz/cwt(16-260 mIJ100 kg)of cementitious materials. In mixtures containing water-reducing or Product Notes set-control admixtures,the amount of MasterAir VR 10 admixture needed may be somewhat less than the amount required in plain Corrosrv�y — Non-Chloride, Non-Corrosive: MasterAir VR 10 concrete. admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete,or of galvanized Due to possible changes in the factors that can affect the dosage floor and roof systems. No calcium chloride or other chloride- of MasterAir VR 10 admixture, frequent air content checks based ingredients are used in the manufacture of this admixture. should be made during the course of the work. Adjustments Compatibility: MasterAir VR 10 admixture may be used in to the dosage should be based on the amount of entrained air required in the mixture at the point of placement. If an unusually combination with any BASF admixture,unless stated otherwise on the data sheet for the other product. When used in high or low dosage of MasterAir VR 10 admixture is required to obtain the desired air content, consult your local sales conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. representative.In such cases,it may be necessary to determine that, in addition to a proper air content in the fresh concrete, a suitable air-void system is achieved in the hardened concrete. Storage and Handling Dispensing and Mi)dng:Add MasterAir VR 10 admixture to the Storage Temperature: MasterAir VR 10 admixture should be concrete mixture using a dispenser designed for air-entraining stored and dispensed at 35 OF(2°C)or higher.Although freezing admixtures;or add manually using a suitable measuring device does not harm this product, precautions should be taken to that ensures accuracy within plus or minus 3%of the required protect it from freezing. If MasterAir VR 10 admixture freezes, amount. thaw at 35 OF (2 °C) or above and completely reconstitute For optimum, consistent performance, the air-entraining by mild mechanical agitation. Do not use pressurized air for admixture should be dispensed on damp, fine aggregate or agitation. with the initial batch water. If the concrete mixture contains Shelf Life: MasterAir VR 10 admixture has a minimum shelf lightweight aggregate, field evaluations should be conducted life of 18 months. Depending on storage conditions,the shelf to determine the best method to dispense the air-entraining life may be greater than stated. Please contact your local admixture. sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterAir VR 10 admixture has been exceeded. Safety:MasterAir VR 10 admixture is a caustic solution.Chemical goggles and gloves are recommended when transferring or handling this material.(See SDS and/or product label for complete Information) BASF Corporation Admixture Systems www.master-builders-solutions.basf.us page 2 of 3 MasterAir VR 10 Technical Data Sheet Packaging Limited Warranty Notice MasterAir VR 10 admixture is supplied in 55 gal(208 L)drums, BASF warrants this product to be free from manufacturing 275 gal(1040 L)totes and by bulk delivery. defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Related Documents Satisfactory results depend not only on quality products but Safety Data Sheets: MasterAir VR 10 admixture also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY Additional Information OR FITNESS FORA PARTICULAR PURPOSE WITH RESPECT For suggested specification information or for additional product TO ITS PRODUCTS. The sole and exclusive remedy of data on MasterAir VR 10 admixture, contact your local sales Purchaser for any claim concerning this product,including but representative. not limited to, claims alleging breach of warranty, negligence, The Admixture Systems business of BASF's Construction strict liability or otherwise,is shipment to purchaser of product Chemicals division is the leading provider of solutions that equal to the amount of product that fails to meet this warranty improve placement, pumping, finishing, appearance and or refund of the original purchase price of product that performance characteristics of specialty concrete used in fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing the ready-mixed,precast,manufactured concrete products, within one(1)year from the date of shipment and any claims underground construction and paving markets. For over not presented within that period are waived by Purchaser. 100 years we have offered reliable products and innovative BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, technologies, and through the Master Builders Solutions INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS)brand, we are connected globally with experts from many OR PUNITIVE DAMAGES OF ANY KIND.fields to provide sustainable solutions for the construction industry. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially.patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF MB-VR became MasterAir VR 10 under the Master Builders Solutions brand,effective January 1,2014. ®BASF Corporation 2014 n 01/14 o PRE-DAT-0011 NSFIANS161 BASF Corporation united states Canada 23700 Chagrin Boulevard 1800 Clark Boulevard Admixture Systems Cleveland,Ohio 44122-5544 Brampton,Ontario LGT 4M7 www.masterbuilders.com Tel:800 628-9990 s Fax:216 B39-8821 Tel:800 387-5862®Fax:905 792-0651 page 3 of 3 0 BASF • . o 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete SOLUTIONS We create chemistr 3 03 70 00 Mass Concrete MasterRheobuildO 1000 High-Range Water-Reducing Admixture Description . :. Features MasterRheoEjuildf1000'- ,:.: Plastic State: high-range,water_ ' : ■ Slump range of 8-11 in. (200-280 mm) reducing admixture` r:formulated to produce ■ Extended slump retention r rheoplastic concrete. ■ Controlled set times Rheoplastic concrete flows easily, maintaining high ■ Cohesive and non-segregating 1 plasticity for time periods ,._ ._ ■ Minimal bleed water `longer than conventional ;;2 Hardened State: perplasticized'conerete. Rheoplastic concrete has_ I ■ Higher earlier strengths than can be achieved with conventional high-range 'the low wafer=cementitious water reducers i ,materials ratio of no-slump ■ Increased ultimate compressive strength i concrete,providing'excellent i ■ Higher modulus of elasticity engineering(hardened) s-properties.The slump- - . _ _ ■ Improved bond strength to steel i,:retention-character'istics ` ■ Low permeability of rheoplastic concrete ■ High durability 1permit the addition'of, M66terRhe6builda'000 ■ Reduced shrinkage and creep y admixture at the batch plant:; ■ Highly reliable in-place structural integrity MasterRheobuild 1000 ';',admixture meets ASTM C Benefits ' 494/C 494M requirements: ; i= ■ Less dependence on consolidation energy ;.for Type A,water.;reducing,`,: and-Type F, high-range ■ Job time and cost reduced through higher productivity rates and/or reduced labor 'water--reducing;admixtures: ■ Early strength allows for accelerated construction methods,resulting in completion i dates ahead of schedule t Applications': ■ Engineering specification changes can allow for greater limits on the free-fall of concrete, Recommended for use in: i lift heights,concrete temperatures and potential economic mixture adjustments `_■,_Concrete where high.,, plasticity, normal-setting ._Y characteristics.and Y, accelerated strengths: A are desired i ■ Prestressed,precast and ready-mixed concrete applications i -N-CMI and-mining;' applications page 1 of 3 MasterRheobuild 1000 Technical Data Sheet Performance Characteristics Product (Votes Rate of Hardening:MasterRheobuild 1000 admixture is formulated Corrosivity—Non-Chloride,Non-Corrosive: MasterRheobuild 1000 to produce normal-setting characteristics throughout its admixture will neither initiate nor promote corrosion of reinforcing recommended dosage range. Setting time of concrete is steel embedded in concrete,prestressing steel or of galvanized influenced by the chemical and physical composition of the steel floor and roof systems.Neither calcium chloride nor other basic ingredients of the concrete,temperature of the concrete chloride-based ingredients are used in the manufacture of and climatic conditions. Trial mixes should be made with job MasterRheobuild 1000 admixture. materials to determine the dosage required for a specified Compatibility: MasterRheobuild 1000 admixture may be used setting time and a given strength requirement. in combination with most BASF admixtures. When used in Workability. Concrete containing MasterRheobuild 1000 conjunction with other admixtures, each admixture must be admixture has the ability to maintain a rheoplastic state of dispensed separately into the mix.MasterRheobuild 1000 admixture 8-11 in.(200-280 mm)of slump if such workability is required. should not be used with MasterMabW UW 450,MasterMatrix VMA The precise duration of workability depends not only on 358, MasterMatrix VMA 450, MasterPolyheed® 100, MasterPolyheed temperature, but also on the type of cement, supplementary 1020, MasterPollyheed 1025, MasterPolyheed 1720, MasterPolyheed cementitious materials, mixture proportions, the nature of the 1725 and MasterGlenium®-based high-range, water-reducing aggregates,the method of transport and the dosage. admixtures as erratic behaviors in slump,slump flow or pumpability may be experienced. Guidelines for Use Dosage: MasterRheobuild 1000 admixture can be used at a Storage and Handling dosage rate up to 25 fl oz/cwt(1,625 mIJ100 kg)of cementitious Storage Temperature: MasterRheobuild 1000 admixture should materials, depending upon the application and the desired be stored above freezing temperatures. If MasterRheobuild increase in slump and strength.This dosage range applies for 1000 admixture freezes, thaw at 45 OF (7 °C) or above and most concrete mixtures using typical concrete ingredients. completely reconstitute by mild mechanical agitation.Do not use However, variations in job conditions and concrete materials, pressurized air for agitation. such as silica fume, may require dosages outside the Shelf Life: MasterRheobuild 1000 admixture has a minimum recommended dosage range desirable. In such cases,contact shelf life of 18 months. Depending on storage conditions, the your local sales representative. shelf life may be greater than stated. Please contact your local Mixing: Because slump retention is increased using sales representative regarding suitability for use and dosage MasterRheobuild 1000 admixture, it may be batched at recommendations if the shelf life of MasterRheobuild 1000 the ready-mixed concrete plant. MasterRheobuild 1000 admixture has been exceeded. admixture can also be added at the jobsite to increase slump if desired. For directions on the proper evaluation and use Packaging of MasterRheobuild 1000 admixture in specific applications, MasterRheobuild 1000 admixture is supplied in 55 gal(208 Q contact your local sales representative. drums,275 gal (1040 Q totes and by bulk delivery. Related Documents Safety Data Sheets: MasterRheobuild 1000 admixture BASF Corporation Admixture Systems www.master-builders-so]uUons.basf.us page 2 of 3 MasterRheobuild 1000 Technical Data Sheet Additional Information Limited Warranty Notice For additional information on MasterRheobuild 1000 admixture BASF warrants this product to be free from manufacturing or its use in developing a concrete mixture with special defects and to meet the technical properties on the current characteristics,contact your local sales representative. Technical Data Guide, if used as directed within shelf life. The Admixture Systems business of BASF's Construction Satisfactory results depend not only on quality products but Chemicals division is the leading provider of solutions that also upon many factors beyond our control. BASF MAKES improve placement, pumping, finishing, appearance and NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR performance characteristics of specialty concrete used in IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY the ready-mixed,precast,manufactured concrete products, OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT underground construction and paving markets. For over TO ITS PRODUCTS. The sole and exclusive remedy of 100 years we have offered reliable products and innovative Purchaser for any claim concerning this product,including but technologies, and through the Master Builders Solutions not limited to, claims alleging breach of warranty, negligence, brand, we are connected globally with experts from many strict liability or otherwise,is shipment to purchaser of product fields to provide sustainable solutions for the construction equal to the amount of product that fails to meet this warranty industry. or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing within one (1)year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL,CONSEQUENTIAL(INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience.However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s).Performance of the product described herein should be verified by testing and carried out by qualified experts. NSF/AN�5161 ®BASF Corporation 2018®06/18®DAT-0047 BASF Corporation United States Canada Admixture Systems 23700 Chagrin Boulevard 1800 Clark Boulevard Y Cleveland,Ohio 44122-5544 Brampton,Ontario L6r 4M7 www.mastervbuilders-solutions.basf.us Tel:800 628-9990 0 Fax:216 839-8821 Tel:800 387-5862 a Fax:905 792-0651 page 3 of 3 h '1 IM q �'. � '11�� '1�I(1 � � �1\ /\-.'1 �`11 1r 7 � �rA1 /^� ,f�,• � r._ ,JL u-r_t.l_ll L st'��7��IL L �%UllOc �r �"') :� 1,1 ,�r-� v�r-Ili r---,} ��{-�• r r , E G z y tom. ti �� s State of New York-Deparment of Labor NEW PORK01-abor epartment Division of Safety and Health 1 All° °��°41UH1f �d'PERMIT TO OPERATE AN AMUSEMENT DEVICE PERMIT TO USE A;_;VIEWING STAND AND/OR ETENT This permit to operate.is issued to the owner,agent or lessee for the amusement device,viewing stand and/or tent specified below and is not transferable. It is valid for a period of one year from its date of issuance unless the device,stand or tent is substantially rebuilt or modified,or the holder voluntarily discontinues operation of the device,viewing•stand or tent. The Commissioner may revoke a permit if the device,viewing stand or tent is being operated or used without the liability insurance required by law or with a mechanical,structural or design defect which presents an excessive risk of serious injury to passengers or occupants. Any amusement device viewing stand or tent accident which results in a serious injury must be reported to the program manager for industry inspections prior to the close of the next buisness day.The manager is located at the State Campus,Industry Inspection Bureau,Building 12 Rm 157,Albany NY 12240. Telephone number(518)457-2131;Fax(518)457-4411 PERMIT INFORMATION 1.Name and Mailing Address (✓ Owner ❑Agent [] Lessee 2.d.b.a if any 3.Typo Great Escape Theme Park,LP The Great Escape Booster Ride 1172 Route 9 Queensbury,NY 12804 4.Status 5.Classification 6.Capacity 7.Maximum Speed S.Name of Manufacturer Temporary (A.D.ONLY) No.of Persons 16 (A.D.Only) Kiddie ;7.,Adult 60 mph FUNTIME Industries iy Permanent Maximum Weigh 2800 LB total p 9.Insurance 10.Identification No. a.Liability Initials b.Workers'Comp Initials c.Disability Initials FT/EUR/1159 Expiration Date 1/1/2022 1/1/2022 3/30/2022 17 2.Dist Off. 13.Expiration Date 11.Inspected By: Sig fu� Albany 6/30/2022 Paul Shahinian,a NYS Dept of Labor Insp.on 6/28/2021 / 14.Permit No. B-1892 °7 r—. Dim Frmko,Director H-82A(7-08) Date Printed:6/28/2021 ��o the corwd tabor JUN 2 9 2021 TOWN OF OUEENSBUQY BUILDING&CODES The New Standard of Quality That Make The Grade Commercial SC •r. F! i. .'t`, eel.-f,lit�';f:,. - = Specrail Commercial (SC) fencing system is the perfect complement to any landscape. This unique grade of - fencing is ideal for areas where you need the strength of is a commercial product with the aesthetic appearance of a narrower picket. Like all Specrail fencing, the components of this system are constructed of high-strength aluminum alloy, 6105-T5, .a and this material will not rust. It is consistently specified by architects, landscape designers, specifiers and municipalities. The SC system is available in either- 6' or 8' wide panels. Table of Dimensions COMMERCIAL GRADE(SC) SC-9 PICKETS .75" x 75"x.050" wall STRINGERS 1.5" x 1.0" x 1.5" Specrail Commercial (SC) fencing system is Side wall 0,090" available in either 6' or 8' wide panels to Top wall 0.065" accommodate any design. The commercial system POSTS 2.5"x 2.5" x 0.0750 walls can be applied to apartment complexes, factories, GATE POSTS 4" x 4"x 0.125 wall swimming pools, schools, shopping centers, PICKET SPACING 4.312" o.c. churches or cemeteries. Spacing between pickets 3.562" Style SR 7, 8 1.437" HEIGHTS AVAILABLE 36",42", 48", 60", 72", 84", 96" ALLOY 6105-T5-35,000 PSI OPTIONAL POST 2" x 2"x .060"wall �• _r( _ x� 3" x 3"x 0.125" wall Industrial SI Specrail Industrial (SI) aluminum fencing system combines - _ its heaviest gauge aluminum extrusions for high visibility and substantial appearance, with aesthetic excellence. The finished product will beautify property lines while creating a deterrent to illegal entry. The SI system is also available in either 6' or 8' wide panels. Table of Dimensions INDUSTRIAL GRADE(SI) .2, r � PICKETS I" x I" x.065" STRINGERS 1.625" x 1.250"x 1.625" Side wall 0.100" SI-I with Type B Finials Top wall 0.070" Specifications for the Specrail Industrial (SI) POSTS 2.5"x 2.5" x 0.075"wall fencing system are most commonly applied to GATE POSTS 4"x 4"x 0.125" wall high traffic public areas, industrial complexes, PICKET SPACING 5.00" O.C. and commercial areas. Other applications may Spacing between pickets 4" St le SR 7, 8 1,5" include municipal buildings, schools, churches or HEIGHTS AVAILABLE 36", 42",48", 60", 72", 84", 96" apartment complexes. ALLOY 6105-T5-35,000 PSI OPTIONAL POST 3" x 3"x 0.125" wall 4" x 4" x 0.125" wall 7 TARRETT F,r inee% PLLC Civil&Environmental Eggigeerin� March 16,2021 Town of Queensbury Buildings&Codes r� f� n �n Attn: Mr. John O'Brien C E 1! �6 742 Bay Rd. - Queensbury,NY 12804 MAR 1 7 Z0s21 j ohno[7as,gueensbury.net Re: Great Escape—'Adirondack Outlaw' Amusement Ride MTOVWVN OF QU�EliIuBU�YP UILDlIr1G CJUBS Entities Providing Special Inspections John, The following is a breakdown of the entities that are to be providing 3`d party special inspections for the construction of the proposed `Adirondack Outlaw' amusement ride to be located'at the Great Escape. All special inspections are to be completed in accordance with Chapter 17 of the 2018 International Building Code(NYS Building Code 2020), the ride foundation design drawings by Case Engineering,Inc.,issued 9/3/2020 and stamped 2/19/2021,the Geotechnical Evaluation report.prepared by CT Male Associates, dated 2/14/2020 and the Booster Ride Erection Plans prepared by Funtime Thrill Rides, dated 9/13/2019, 1/9/2020, 1/23/2020,2/19/2020 &2/20/2020. Work Component Identified Special Inspector Site/Soils/Foundations Inspection of soil conditions/compaction(drawings and Geo-tech CT Male report) Testing of soil compaction—(2)per bench(drawings and Geo-tech Construction Technologies report) Verification of soils(drawings and Geo-tech report) CT Male Concrete Placement of reinforcing steel Dente-TerraCon Concrete Mix Design Case Engineering,Inc. Concrete Materials Testing Dente-Terracon Concrete Placement Dente-TerraCon Anchor Installation Dente-TerraCon Inspection of ride mast embedment Dente-TerraCon Framingalection Material verification of nuts, bolts and washers Funtime/NYS Dept. of Labor Inspection of bolted connections installation and torque). Funtime/NYS Dept. of Labor Ride Assembly in accordance with Ride Manufacturer Funtime/NYS Dept. of Labor If you have any questions or comments regarding the above please feel free to give me a call at(518)792-2907. Sincerely, JARRETT Engineers,PLLC Date: 2021.03.16 10:12:38-04'00' Robert U.Holmes,11,P.E. Project Manager F:IDataPM2001 Project Fi1es1Grt Esc Proj101-054 Great Escape Verrrres101-054.72 Adirondack OrttlmvlWork DocsI01054.72 210316 Outlmv Ride prnalsrce Filesl01054.75 210316Ad Orrtlmv Spec Inspct Entities.docx Page 1 of 1