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2005-161 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050161 Application Number: A20050161 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT ESCAPE/ELMER Fi 1DD TRAIN STATION 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 2351 W NORTHWEST Hwy Suite 2 Commercial/Industrial Unheat $18,988.00 Total Value $18,988.00 DALLAS, TX 75220-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-161 ELEMER FUDD TRAIN STATION 208 SQ FT UNHEATED BUILDING $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, April 07, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town rmyd Thur ay April 07, 2005 5 SIGNED BY for the Town of Queensbury. Director of Building&Co En ment Builder I - -- - Plumber Mason Electrician Deck Please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications proposed work to be done on the described.premises and that all submitted,are a true and complete statement of all propo to the proposed work-shall be complied provisions of the Building Code,the Zoning Ordinance and all other taws pertaining or noted,and that such work is authorized by the owner. Further,it is � n�8 shad with,whether specified banes being issued, requested submit,prior to a Certificate of Occupancy or Certificate of Comp or,drawn to scale,showing actual Administrator or Director of Building and Codes,an As B�U by a licensed survey location of all new construction. , owner,owner's agent,architect,cofactor Sipali=: I m e✓ FsJjd Train. SfGZ��0/1 �s ° Bu.11dmng Permit Appl ca#gn Town of Queensbury-Dept of Community Development,742 Bay Road,Queembury,NY (518)761-8256 A permit must be obtained before beginning construction. # Permit File No. a 0 0 Sa No inspection will be made until applicant has received a Fee Paid $ . valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By. application form. Applicant: L rya f Es crj„�P T e rn P �ar k���Owner: �S� � �'z_____ Address: / ��- Address: Phone#{11D 22 2- ISMJ Phone#( Y) - 14eo Property Location Lot Number: / House Number 1 1ru._ eo Subdivision Name: Tax Map Number: 4F 0 New Building. residence X Estinnated Market Value of Construction:S o Addition: residence/ commercial If an Addition,what will use of new addition bet (1 Alteration: residence/ commercial o No change to exterior size: residence/co&l o Other work(describe ) Check ©ceupaneylnformation 1 Floor 2 Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet o Single family dwelling o Two Tamil dwellisl a Townhouse o Multifamily dwelling #of units 000f o Office o Mercantile o Maaufacturin o I car detached garage 0 2 car detached garage ' 0 3 car detached garage o I car attached garage 0 2 car attached garage 0 3 car attached garage o Storage building- commercial o Storage building- residential Uther 3 ro\c �height of the strueture feet �.._niches What is the P pos will any second-band or ungraded lumber be used? if so,for what? Type of Heating System: electric l oil / gas/wood /forced hot air/ baseboard/other.____)_k_l Number of Firevlaces to be installed --0- Number of Woo&wves to be installed jo_ List below the person(s)responsible for supervision of work as regards to building codex: Name Address Phone Number Builder ? Tridu f �Ur-1,--. 7 5-7,L Plumber Mason Electrician lDeclation please sign below after you have carefully read the statement: To the best of my knowledge the sut;emens contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,fire Zoning Ordin=and all other laws pertaining to the proposed work shall be complied witty,whether specified or noted,and that such work is autthonzed by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zotung Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor,drawn to scale,showing actual location of all new construction. Signatum: owner,owner's agent,architect,coat w1or l m ry' d Tra ►v 5j0-1 •0A Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: 'y PERMIT#: S LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance re uired Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File ,r Building Number or Tenant Address on Building or Drivewayr L? r o Water Fountain or Cooler Ae��e�t�� Building Access All Sides by 20' /Driveable Surface 20'wide Okay To IsswTzp3g. or Permanent C/O �--h Okay To(Ssue C/C ) Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc HAANEN ENGINEERING, LLP 129 June 1, 2005 Six Flags Great Escape RECEIVED E P. O. Box 511 Lake George, NY 12845 JUN, 1, Z00�= Attn: Mr. Robert Culver, TOWN OF QUEENSBURY Project Coordinator BUILDING AND CODE Re: Train Sration Inspection "Looney Tunes National Park" Gentlemen: Haanen Engineering, LLP (HE) has completed a visual inspection of the wood framing for the "Elmer Fudd" Train Station. The building has been constructed as per construction documents developed by HE. The cross beams framing into the interior columns, with top and bottom connecting angles and a wood knee brace, are adequate connections. These beams act as tie beams for the columns and do not carry roof load. The (4) roof trusses bear directly over the columns. If questions arise with the above information, please contact me at (518) 793-7444. Ve truly "urs,,r��; Daniel . De Nero, P. E. Senior Structural Engineer 254 BAY ROAD, QUEENSBURY, N.Y. 12804 1 TEL: (518) 793-7444- FAX: (518) 793-7061 - E-MAIL: hjh@hjhlic.com Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: C_ T/, Queensbury Building&Code Enforcement Arrive:`` am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: -� S c NAME: ��'` ��� C� ` PERMIT#: �J LOCATION: —�Le� DATE: 2 7 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), i Yz doors > 10%> 1000 s . ft. '/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. (( f As-built Septic System Layout Required or On File rPA. Building Number or Tenant Address on Building or Drivewayc1� �fr ►���� Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Office 176 Doe Run Road-Manheim,PA 17545 .4ain L TIFICATE - ELECTRICAL APPROVAL Ce . NO 0 75 Cut-in Card No.................................... ermi ............)wne ........................................................................................................................ ,ocation..........�'.....�.�............................................................................................... 1� nstallation Consisting of.z.. 1LULj... ,/L }.........................7a,,,,,,,,,,,,,,,,,,,,,,, ........ ......3.... .vA:....y' . ...................................................................................................................... .........................................//...�..��....�................................................................................................................................... nstalled By...... ..`.....(�.....��ef .....................................Lic.No.................................................. ......t...... The conditions following governed the issuance of this certificate,and any certificate previously issued is ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin spections at any time, and if its ules are violated,the CCom�ny shall have the right to r ke t i ce ficat;. )ate.....`r...� "J// }................ INSPECTOR.... . ........... ....................................................................... Foundation Inspection Report Office No.(518) 761-8256 Date Inspectio®requee Queensbury Building; &Code Enforcement Arrive: Depart:G � arrv`pm742 Bay Rd., Queensbury,NY 12804 Inspector's InitNAME: r A 0�Z� T � �Cr�J�C 1 LOCATION: �'��T�—�-� INSPECT ON: _ TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I of the concrete. Materials for this purpose on site. -A'Foundation/Wallpour Reinforcement in Place �^ Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspec tionTOR.�ISToundation Inspection Report.doc January 28,2003 ALBANY OFFICE EMPIRE PO Box 2199 Ballston Spa, New York 12020 S E R V I C E S, I N C. 5 Knabner Road A SUBSIDIARY OF SJB SERVICES,INC. - - Mechanicville, New York 12118 Tel: [518] 899-7491 Fax: [5181 899.7496 SITE VISIT REPORT Date: April 8, 2005 1­� Project No.: AT-05-010 Client: Mr. Bob Culver Great Escape Theme Parks, LLC P.O. Box 511 Lake George, New York 1284 Re: Site Visit on April 8, 2005 Looney Tunes National Park The Great Escape Queensbury,New York A site visit was made at the above referenced project, by the undersigned representative of Empire Geo-Services, Inc. (Empire), on April 8, 2005. The site visit was made at the request of Mr. Bob Culver of Great Escape Theme Parks, LLC (Great Escape). This report summarizes the site visit observations. The purpose of this visit was to observe the exposed bearing soils for the Wile E. Coyote Coaster Station building foundations. Based on the recommendations provided in the geotechnical report prepared for the project by Empire, we understand the design soil bearing pressure is 1,200 psf. At the time of this site visit the Contractor was in the process of completing excavation for the building foundations. Observations 1) Due to shallow groundwater conditions, the Contractor had overexcavated the foundation bearing grades by approximately 12 inches and was installing a drainage layer of crushed stone to aid dewatering efforts. 2) The exposed bearing soils consisted of brown-gray sand with trace silt. It was observed that the foundation excavation extended below the dark brown organic layer (encountered in boring B-4), which could be seen in the excavation sidewall. The exposed bearing soils were evaluated using a small diameter steel probe rod. It is our Buffalo, NY Cortland, NY Cuba, NY Falconer, NY Rochester, NY Syracuse, NY Gilbert, PA [7161 649-8110 [6071 758-7182 [7161 9 6 8-9 6 8 6 [7161 487-1481 (5851 359.2730 [3151 6 9 8-7 3 5 9 [6101 6 8 1-8 5 0 0 The Great Escape April 8, 2005 Page 2 opinion that the exposed bearing soils were adequate for the design soil bearing pressure of 1,200 psf. Please contact the undersigned with any.questions regarding this site visit. Very Truly Yours, EMPIRE GEO-SERVICES, INC. T;D leae-rK Tod M. Kobik Geotechnical/Materials Engineer cc: Mr. David Hatin—Town of Queensbury 04/07/2005 07: 25 5187937237 GREATESCAPE PAGE 02 04/0712005 14:98 6188997496 SJE SERVZC PAGE 02/8:3 Contract ALSANY OFFICE Drilling PO Box 2199 and Ballston Spa, New York 12p20 Testing 5 Knabner Road MechanlcvI119, Now York 12118 Mal)&(5181 599.7491 (VIU1 Ftx:(518)898-7496 April 6,2005 Great Escape Thorne Parks,LLC P.O.Box 511 Lake Georp,Now Yoxk 12945 Phone:(518)792-3500 Fax: (518)793-7237 Attention: Mx.Bob Culver Referernce: 'Festers Saview Looney Time Park The Groat Escape Quemsbury,New York SIB Sercdccs Pmposal No,PA-05-030 Dear Mr.Culver. As pea' your request, SJB S®rviam Inc. (SJB) is hereby submitting this proposal to pafom soil aid concrete testing services fot the above referenced project. We have attached a emit rate fee schedule for the testing se>vims outlined above.The cost for our services will be invoiced based on the attachrd unit ratcs. If this proposal is acceptable, plans sign below as your formal acceptance and anthodzfiau to proceed and mtum one (1) copy to our office. This prupossl $hall c mmdtute our agreement for these services. We look f0twWd to working with you an this project. If you bauc any questions .or wish to discuss this proposal, please do not hesitate to contact our office at any time. Than you for considering SIB Services,Inc. for this work_ sincerely, SJB SERVICES,INC. -2G Tod M. Kabik lt"RUPDSAL ZED BY: L;/ Qeot�eclmieal/materials Engineer DATE: � �S Buff, NY A{Y Cgrtlantl,.('J,'l, Cu l N� Fa inA.r.kY 8.0ghUWLAY $.mouse.NY Qi t-M (l t6)649-8110 (607) 75A-7182 OF 16)968.0"6 (7 16)487-1491 (585)359-2730 (3151 r38-7359 (mn sRl-A,;nn w Job No. Sheet No. of t'f ` HAANEN ENGINEERING Subject By 7 Date 3118/o s` £41,-"a C.�L C-L� Q-a� �` T .f 7-xI �-� ECE I \! I 1 ' � I14"Z C� ry �005 o= l � $ << A,; TOWN OF CUEEPISBII /�c z BUILDING AND CODE Y ��T_/C v+� tv L G✓(vi1 LcEYI ,° t.JC 7��— 43 r/L /'�(t c 1SL/J L 2,4J-7—L g . z ? I, V J ��/d--.�lc." t,✓��a Si°�Lam = � v ,�ra'r4, _ � (�,G G- ( c. O/S L-0 e"1 �/t J J / �Z X�'vl v u` Go f �t f.,r� � 2 2. 2t3 254 Bay Rd. Queensbury, NY 1�__A • Telephone: (518) 793-7444 Fax: (518) 793-7061 E-mail: hjh@hjhllc.com Job G�NEER►NG Subject Hp�gNEN EN Date we�� Sr° (4 aA ft� By C' �� �• NLL.v juNC ' .�'LL /�. ✓J� �f..f��ucK.r � • � Cp v" , 3 � xT b 4 4 -'-v P �cl&t f �✓✓macs - z �E o' vcLv l Alf 3r)' sty �iy = - a C S©) _ �15 S wr, = 21j3 .3� Z f? I �= 1_ 1�✓�v.<7/-1 Yam, c. L Id r aw tT rr,7- ;,r 7. `/, Z) /q - ' 3/Y CT i, oZ fe T/ - 1 Q a i3 r t t1:D 11 254 Bay Rd. Queensbury, NY 12804 • Telephone: (518) 793-7444 Fax: it Job No. Sheet No. off_ ` HAANEN ENGINEERING Subject By Date s ' 1 ' 71 SO� Cf 2= 3 C Z7= 254 Bay Rd. Queensbury, NY 12804 • Telephone: (518) 793-7444 Fax: (518) 793-7061 E-mail: hjh@hjhllc.com Job No. Sheet No. of�_ HAANEN ENGINEERING Subject By Date Ct = i.z Sc01,4ra = C72 7�3 L a--E J (_"v AP 4-- Z�, L, w2t Sp/w = S�4 C A/6 2~,0 �,�•C. CAS)6 ��3 (E __ LEE:'ft L C 0 L/a--�_LdL j 7 254 Bay Rd. Queensbury, NY 12804 -,Telephone: (518) 793-7444 Fax: (518) 793-7061 E-mail: hjh@hjhllc.com SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNVS BCNYS Code Section Page No. .Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 SS (short period) E Figure 1615(1) 318 S, (I second period) Figure 1615(2): 319 Fa (site.coefficient short) j, Table 1615.1.2(1) 320 F, (site coefficient-1 sec.) ,5- Table 1615.1.2(2) 320` S,,. (short period adjusted) Equation 16-1.6. 317 Sm, (9 sec. period adjusted) ,3. e� Equation 16-1:7 31`7 SoS (short period) r 3 1�6 Equation 16-18 320 So, (1 sec. period) „ Z 33 Equation 16-19 320 Seismic Use Group. Table 1604.5 287 ISeismic Design Category Table 1616.3(1) 324 (short period) Seismic Design:.Category. . Table 16.1:6..3(2) 324 (1 sec. period) SEISMIC DESIGN:CATEGORY` This category determines the (most severe of above two) ►_ design anaiysis and whether MEP s stems must be braced. Analysis Procedure Used `' �'" Se ion 1616.6 326 Building Components Subject To Section 1621 3.4.5 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Pace 10 of 10 f SEISMIC REVIEW SUMMAR`! 'VeD PROJECT: TO LOCATION: ZJP CODE: Bull �UFtY F ITEM Value BCNYS BCNVS e Code Section a No.Pa� 9 Site Class Table 1615.1.1 317 (default to site class U) Section 1615.1.1 316 S. (short period) 7F Figure 1615(1) 318 S, (1 second period) Figure 1615(2) 319 Fa (sitecoefficient-short) �, Table 16-15.1.2(1) 320 F, (site coefficient 1 sec.) Table 1615.1.2(2) 320` SRt., (short period adjusted)' ` , " Equation 16-1.6. 31-7 S,,,, (9 sec. period adjusted) , "c Equation 16-17 3:17 SDs ('short period) Equation 16-18 I 320 SD, (1 sec. period) 4 Z._j Equation 16-19 320 Seismic Use Group: Ole t s Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design.Category Table 161:6.3(2) 324 (1 sec. period) , SEISMIC DESIGN'CATEGOF;ff This category determines the (most severe of above two) design analysis and whether MEP systems must be braced. t Anaivsis Procedure Used ``�' `C,I 11"t -,C;Qa `41 Section 1616.6 326 Building Components Subject To Section 1621 34.5 Seismic Design Requirements: i Architectural Section 1621.1.1 & 345 E Mechanical Section 1621.1.6 347 I Plumbing ditto 347 Eiectrical ditto 347 i JAM Page 10 of 10