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2008-062 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080062-34610Date Issued: Wednesday, January 20, 2010 This is to certify that work requested to be done as shown by Permit Number P20080062-34610 has been completed. 288.20-1-20 Tax Map Number: 1172 State Rte 9 Location: GREAT ESCAPE THEME PARK LP Owner: GREAT ESCAPE THEME PARK LP Applicant: This structure may be occupied as a: New Amusement Ride Wiggles Big Red Car Station & Track By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building & Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY `fpr 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080062 Application Number. A20080062 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted 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 $82,000.00 PO BOX 543185 Total Value $82,000.00 DALLAS, TX 75354-3185 Contractor or Builder's Name/Address Electrical Inspection Agency ROZELL INDUSTRIES 129 PARK Rd QUEENSBURY,NY 12804-0000 Plans &Specifications 2008-062 Wiggles Big Red Car Station&Track $100.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, March 10, 2009 (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 To • . S eens ry; , loy b%I ay,March 10, 2008 SIGNED BY for the Town of Queensbury. Director of Building :' Code `nforcement OOOOO OFFICE USE ONLY ECEly TAX MAP NO. 2S8 PERMIT NO. , 1- s � FEES: PERMIT RECREATION ENGINEERING (If applicable) OWN-Of QtiEE BUILDING& CODES 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: At )n OWNER: S1k My- ADDRESS: Id•-'. Air f L 4/ ADDRESS: 44."7 J ( - 469,16,6-47 PHONE NOS. c ! ) —Al PHONE NOS. 79-4 3' �- u11'j � PHONE:J61 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:J )-1 /r� LOCATION OF PROPERTY: SUBDIVISION NAME: U1 l es J3l , ` t tefit o'^ f 7fa c A V PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT pI- C LUU. APPLY TO YOUR Z O • co coo rw PROJECT LL w a � U tit. ~ Z 11.1 z O Z < < N u s n. ot5 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: !4�4 L l �' RE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 4RE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/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. I have read and, agree to the above. 4/1 Signed trk ,� i Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDIN &CO PPROVAL ZONING APPROVAL 3 /, rl6 DAT DATE J QUESTIONS? CALL 761-8256 OR EMAIL codes(u.queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: �p ++ Yes No www.gueensbury.net ,K) /lnn..n.e nn..T.,..... A ` ) Inspection for Permit to Occupy Fire Marshd's Office Request Rec'd b/PC) Permit No. eV Town of Queensbury 742 Bay Road \IT�� / ` 4m Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-8206 Business Name: taa �'c 14 Fax: (518)745-4437 Location: //7 Type of Inspection NA Yes No EXITS: Exit Access COMMENTS Exit Enclosure -fit' Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-batteryAC signs in ro TRUSS ID SIGNAGE oms r�� 1 5S 5 y141 EMERGENCY LIGHTING /5 54x9- ? FIRE EXTINGUISHER: Hung . .)- - Inspection of extinguisher --r FIRE ALARM SYSTEM -+^ Fan Shutdown 1- Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Islan fi Generator Hood Installation + Elevator fi - Interior Finishes Storage Compressed Gas Clearance to Sprinklers '1- Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste i- Vehicle Impact Protection Knox Box F.D.Signage-Utility Rooms 4- No Smoking Signs 4 Maximum Occupancy Sign 7 Emergency Evacuation Plan �( u Approved (If no other approvals apply,the B&C Office will'ssue the Certificate of Occupancy) XDenied / call for Recheck inspect By. L:\FireMarshal\New Folder\permitto occupyform.doc 1 I Pir-- Commercial Final Inspection Report 1 () &r. Office No.: (518) 761-8256 Date Ins•-ction . st e - •: Y 0 r Queensbury Building &Code Enforcement Arrive: P _Aare Depart: imam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's In' - : NAME: I G �GQ 'i ��/ {5—bCP� LOCATI 0 I l l a 5��-�1 Dr„ PERMIT7zk DATE: AlvMMENT . Y N NA Chimney/"B"Vent/Direct Vent Location � i Plumbing Vent Through Roof 6"/Roof Complete o,4 Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.wlLever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44"(\)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay 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 %doors > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire 3,000 sq.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 Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage 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/Flex Gas Piping Bonded 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 4' _ Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp.or Permanent CIO Okay To Issue C/C L:\Building&Codes Fonns\Bu'slding&Codes\lnspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. `✓(l �� Town of Queensbury ��jj 742 Bay Road �� Queensbury,NY 12804 Scheduled Inspection Date: �.' Time: 1 ,'It2fii Phone: (518)761-8206 Business Name: tilei 04-d 6v' Fax: (518) 745-4437 Location: f/7 —1 Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE x EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Storage .,_..----- Compressed Gases Clearance to Sprinklers p;--;:- /�' /T. 4— Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste 61)-ili, --- Vehicle Impact Protection Knox Box F.D.Signage-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) v Denied / call for Recheck O1 ' _ ...- Ins• 4✓ L:\FireMarshal\New Folder\permitto occupyform.doc Contract4 _ ii'11 "-Ehsfe�ti .ewBox York2199 Office Drilling 2 , 1 and - BallSZo Spa,NY 12020 I i Testing f .;, ■ie Phorre3(518)899-7491 — Fax 518)899-7496 TRANSMITTA BY-- — - Date: April 23,2008 NAME: Rozell Industries,Inc. ADDRESS: 129 Park Road Queensbury,New York 12804 ATTENTION OF: John Mulligan RE: Wiggles World Big Red Car @ SJB PROJECT NO.: AT-08-003 The Great Escape Theme Park WE ARE SENDING YOU: (X) Herewith ( ) Under Separate Cover (X) Reports ( ) Subsurface Logs ( ) Brochures ( ) Drawings ( ) Samples ( ) Other No.Copies Title or Description 1 Concrete Field Observation Report THESE ARE (X) FOR YOUR INFORMATION ( ) PER YOUR REQUEST ( ) OTHER REMARKS: SENT BY: (X) FIRST CLASS MAIL VERY TRULY YOURS, ( ) AIRBORNE EXPRESS SJB Services, c. ( ) MESSENGER ( ) CERTIFIED MAIL# ( ) OTHER Hery Glavota Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)758-7182 (585)359-2730 (315)696-7359 Eastern New York Office ;, Contract P.O.Box 2199 I) Drilling Ballston Spa,NY 12020 and (.1 ' 11 Testing Phone: (518)899-7491 ® : Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Wiggles World-Big Red Car©The Great Escape Theme Park Report No.: C-032608 Client: Rozell Industries Date: March 26,2008 contractor: Rozell Industries Job No. AT-08-003 Concrete Supplier: Clemente Mix No. 1036-21 Weather: Sunny Air Temp.: AM PM 43° General Placement Location: Piers for Big Red Car Ride Sheet: 1 of 1 TIME WATER DATA (gal.) / yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. + Field Total Total (in.) Air Temp. Specimen Set No./Remarks 1 6112 205 6 11:52 12:26 12:50 3.0 5.6 68 Set#1 ASTM Procedures C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 6 REJECTED: 0 TECHNICIAN: Mery Glavota COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type Strength (psi) FIELD DATA BY: 1 3292 6.0 28.27 4/2 7 96,000 A 3400 SJB Services 3293 6.0 28.27 4/23 28 120,500 A 4260 3294 6.0 28.27 4/23 28 119,500 A 4230 TRANSPORTATION 3295 6.0 28.27 4/23 28 129,000 A 4560 BY: SJB Services DATE RECEIVED: 3/27/2008 Specification Requirement at 28 days 4000 Cylinder Size: 6" x 12" unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A = Cone SJB SERVICES,INC. - &,,,,,...- Tested in accord with ASTM C-39 B = Cone and Split Cast in accord with ASTM C-31 C = Cone and Shear D = Shear Mery Glavota E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Contract Eastern New York Office Drilling gI 'it �� . -- -----------P.O. Box 2199 and 'ri ; ' j I_ I on Spa,NY 12020 , Testing �� -,, i :,,,,„' 1� e:(518)8(518)99-7496899-7491 TRANSMITT M,_ Date: April 22,2008 NAME: Rozell Industries,Inc. ADDRESS: 129 Park Road Queensbury,New York 12804 ATTENTION OF: John Mulligan RE: Wiggles World Big Red Car @ SJB PROJECT NO.: AT-08-003 The Great Escape Theme Park WE ARE SENDING YOU: (X) Herewith ( ) Under Separate Cover (X) Reports ( ) Subsurface Logs ( ) Brochures ( ) Drawings Samples ( ) Other No.Copies Title or Description 1 Concrete Field Observation Report THESE ARE (X) FOR YOUR INFORMATION ( ) PER YOUR REQUEST ( ) OTHER REMARKS: SENT BY: (X) FIRST CLASS MAIL VERY TRULY YOURS, ( ) AIRBORNE EXPRESS SJB Services,Inc. ( ) MESSENGER ,___— ', ( ) CERTIFIED MAIL# ( ) OTHER Hery Glavota Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)758-7182 (585)359-2730 (315)696-7359 Eastern New York Office u Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 1fil and 'I' Testing Phone: (518)899-7491 1 �" Fax: (518)899-7496 MCMINNIUM. CONCRETE FIELD OBSERVATION REPORT Project: Wiggles World-Big Red Ride @ The Great Escape Theme Park Report No.: C-032408 Client: Rozell Industries Date: March 24,2008 contractor: Rozell Industries Job No. AT-08-003 Concrete Supplier: Clemente Mix No. 1036-21 Weather: Sunny Air Temp.: AM 20 PM General Placement Location: Footing of Biq Red Ride Sheet: 1 of 1 TIME WATER DATA (gal.) / yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. _ No. Yards Batched Discharge_Empty Agg. + Field Total Total (in.) Air Temp. Specimen Set No./Remarks 1 6102 215 10 7:23 7:57 8:10 2.0 ' 4.8 71 Set#1 2 6103 _ 208 10 7:40 8:11 8:24 _ 3 6104 194 10 7:55 8:34 9:02 2.0 5.5 76 ASTM Procedures C143 C231 C1064 REMARKS: 4000 psi, 1/2"CR CUBIC YARDS PLACED: 30 REJECTED: 0 TECHNICIAN: Hery Glavota COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type Strength (psi) FIELD DATA BY: 1 3288 6.0 28.27 3/31 7 122,000 A 4320 SJB Services 3289 6.0 28.27 4/21 28 132,000 A 4670 3290 6.0 28.27 4/21 28 141,000 A 4990 TRANSPORTATION 3291 6.0 28.27 4/21 28 145,000 A 5130 BY: SJB Services DATE RECEIVED: 3/26/2008 Specification Requirement at 28 days 4000 Cylinder Size: 6" x 12" unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A = Cone SJB SERVICES,INC. r /. Tested in accord with ASTM C-39 B = Cone and Split/ Cast in accord with ASTM C-31 C = Cone and Shear ' I���C/ D = Shear Hery Glavota E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 /67`-la 61eafk(esd6k7 Foundation Inspection Report Office No.(518)761-8256 Date Ins►- tion . .r..v = -iv y Queensbury Building&Code Enforcement Arrive: �r , ��� Depart: 17r- pa 742 Bay Rd.,Queensbury,NY 12804 Inspector's i NAME: C,� �a 'ERMIT#: ^+ X O LOCATION: �/ 1— INSPECT ON: 3-2 :--® TYPE OF STRUCTURE: Comments Y N/A Footin Piers • o ithic 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 Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM sae a member of the GLYNN GROUP May 8, 2008 aoC)C:c )-C)(c).7 C 0 Town of Queensbury • Building Department 742 Bay Road Queensbury, NY 12804 Attn: Mr. Dave Hatin Director of Building Code Enforcement ra Subject: Six Flags Great Escape-Wiggles Big Red Car L v Construction Review Report co GGE 07-2049 2 Dear Mr. Hatin: • On Wednesday, May 7, 2008, Michael Seeley of Glynn Geotechnical Engineering made a site visit `.) to monitor the construction of the Wiggles Big Red Car at the Six Flags Great Escape Park. To this point, all completed construction has been in accordance with the design documents. This report focuses on a) observations made at the time of Mr. Seeley's visit. a) • Station building is virtually complete. v • Concrete piers and slab have been installed according to plans. • • Building framing has been installed according to plans. • Building signage has been installed. c6 • Park personnel relocated ride operator's panel from where it was proposed in order to provide a greater range of view to the operator of the entire ride operation. Queue rails are being installed and had been modified to reflect this change. • Contractor provided(4) alternate round fiberglass columns in lieu of the proposed themed Les columns to be provided by Symmetry Products. Regardless, these elements are "covers" to the • structural steel columns; this change does not compromise the building's stability. • Painting of the building and various elements continues, and at time of visit seems to be about 95%complete. V GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street, Lockport, New York 14094 voice 716.625.6933 /fax 716.625.6983 DOCFILE.07204911a1.doc www.glynngroup.com Six Flags Great Escape -Wiggles Big Red Car May 8, 2008 Construction Review Report Page 2 GGE 07-2034 At the time of this site visit, the building is essentially complete. The building's structural elements have been installed according to plans. The exterior finishes have been installed according to plans and manufacturer specifications. The only work that remains to complete this building is the installation of the ao remaining sections of queue rail and final painting, each of which are non-structural elements. At this time I certify that to the best of my knowledge and belief, this building has been constructed in accordance with the building design drawings as prepared by Glynn Geotechnical Engineering and the New York State Building Code. 0 V e 00 Q1 F- Sincerely, °'\, ,4r�7►�* •per ) ri Mark W. Glynn, P.E. FESS0P\." Consulting Engineer, Principal cc: Mr. Bob Culver- Six Flags Great Escape O v • • sae Vl a member of the GLYNN GROUP DOCFILE:072049fld1.d« Tl5 c eb E � MAR 06 2008 TOWN OF QUEENSBURY BUILDING & CODES to Structural Calculations 0 Six Flags Great Escape Wiggles Project - Big Red Car Station Lake George, NY co prepared for Six Flags Great Escape • 1172 Route 9 Queensbury NY 12804 cc L v prepared by: oGlynn Geotechnical Engineering 415 South. Transit Street Lockport, New York 14094 ofco NEWT • o o7sa� �4 4WESSI tP �` GGE 07-2049 Av March 5, 2008 ese a member of the GLYNN GROUP SJV.V.-.1.�!.. ...�7r�.....' Tzav '. S.-eO±?✓, L-0,1 �f _ .. Q T;. 4 Ca..1 5_.. . .(°.GQ, 7. 1 • • • PROJECT: l SHEET NO: its Gl1.� z ��[J71vt`) , GIRO SUBJECT: l UN4INEER.AN •rx 51GtN ` GLYNN GEOTECHNICAL ENGINEERING S j T 1 V K.) ��.s 1 /�/ 1 3 415 South Transit Street CLIENT: _ Lockport,New York 14094 s Gj ' voice 716.625.6933/fax 716.625.6983 PROJECT NO:^ SCALE: DATE: 113Y: CHECKED BY: . r J_ L.(./ )N 1-C7 (Zoo 7 . .Nys .. s ,.. U. /.b-b. 7:) s?�a._x.,?�'La.kdz. _ v* ) �....._1-- ;°70.s ASCE. c)Z,.. ... .. A-A /. •• ,:.N a.... .;"'z-K_s:c6,4 i?ti = �� .�'. .. .... // li. ), 1/'. .. 9 7 A/__ (r)4 .G- )Tz.z. "i".i_vlv..4 z-i17. 4e o_z 11. '°r•) ` .+'u5 y z-- . . ..G Arw ri v .7. � s G._. " Pv s z. . 6F -?S e. . -' ?A;�.N15- _. /�-77c.1.1 ..... 1( I C7 . (4r .) (.6 .S,_.7.) . • . 4J.S_:�. e. �_.�=.��.T _ ,?.c.7 u . G, v... - (_.is,•.S__i .c;./? .T..1.0.�./..:. - O.P. A,1 /G....9 .._ 1 (I. r-ez ./4L 7 T.- G:�O �..».x'�',>� .�✓ .4 7.:r s,L4.? r-. . ..L i.A.. ) �� > .d.. vvz56.. �4 ./G .lee_V . r1_.Qvz5.66, 8.7X/_(7)(v es)hv)_�1-v. 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H.cgl._j .,%.j K AE :.__Lv-X D. .. - a Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code=12804 Spectral Response Accelerations Ss and S1 Ss and S1=Mapped Spectral Acceleration Values / Site Class B- Fa=1.0,Fv=1.0 _.;. .._ C L.,I S. ..- S--l.i..v:14 . .Z.j , ._ _' 1.L,Z is--:y s .. Data are based on a 0.05 deg grid spacing - /Z.J_...t )_I.(.L).. Period Centroid Sa (sec) (g) •` 0.2 0.275 (Ss,Site Class B) i Z- _ , 1.0 0.077 (S1,Site Class B) S i �s.!�:�L T3A s..� .. Sti o _ Period Maximum Sa r2 ' (sec) (g) 0.2 0.290 (Ss,Site Class B) 1.0 0.080 (S1,Site Class B) Period Minim,'=Sa = Z ...'S.. ..__ (c/x vT ► 1--„�.-l:: Cv4J. ' ` (sec) (g) 0.2 0.269 (Ss,Site Class B) .."... ._ , ... t /?..;t!—e:... g,17.4.Z,.. . i.0 0.076 (Si,Site Class B) Vr i. 74- (V 7-4) .,tom, _;-: C> t4...t4/ : Conterminous 48 States Z...S..,. 1 2003 NEHRP Seismic Design Provisions Zip Code=12804 Spectral Response Accelerations SMs and SM1 SMs=FaSs and SM1=FvS1 } Site Class D- Fa=1.58,Fv=2.4 ( 10 (SD;.4e= ...)/ ' r : Period Sa ... (sec) (g) 0.2 0.434(SMs,Site Class D) 1.0 0.185(SM1,Site Class D) Conterminous 48 States V ; Z9' /4(7-z ! _6• J 2003 NEBRP Seismic Design Provisions 6/''»t' kit : Zip Code=12804 SDs=.2/3 x SMs and SD 1=2/3 x SM1 Site Class D- Fa=1.58,Fv=2.4 — /�" Period Sa (sec) (g) 0.2 0.290(SDs,Site Class D) , . t,AI A :.L,.a.V E1T./✓S._..L raj ;o.4, 1.0 0.124(SD1,Site Class D) Fv..zc.-._. ; 17 .5_.t z.,, A) (EX-r. r I T' .. .ci-As1 p) Gialle PROJECT: SHEET NO: S_ - i7��J 1 CScAr 1K IA TZ -b A.2 / SUBJECT: l—t- 1rNG�INEER.iNG-D�.51G{N GLYNN GEOTECHNICAL ENGINEERING y5.'f A T to 0 1) 'S 1 c. 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'v.-A!5 CM)(4) Icy 2'3 �2 ►w C72.25 4.xe/.../,0.0 . kte7x to IN+ -T. P.)1 �N3 ++'' t4 use PROJECT: 1 SHEET NO: SUBJECT: ENCIINEER(NCI - AESICIN 4%60. ; Svlt t Gbh,- 641- GLYNN GEOTECHNICAL ENGINEERING CLIENT 415 South Transit Street SrN . ✓ Lockport.New York 14094 voice?76.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: BY: www_giynngroup.com gaiy��j I 2•Ic: •Oi j l 7-4 3 • 1,-.�► tom.) 5 } - 1\-44e C�P4�.1 i r- 0" Cv j u J L04±7 -� (a4 twr- 4 / W . o ' /s olam Get110 sr . 3.0" x CPS +/ =$ 2e7r 'L .3 0 2. 4 r)--A Air GOLuM Lye, ,A-PPola-TiNe.* oft3f, GI-iti4b. 12=24/c-AboJ kJ ' 10 use PROJECT: 1✓'�L� -' s SHEET NO: SUBJECT: NGlINI✓FR.INCI - A1✓5IcN 12..7_40 St..1 pr GLYNN GEOTECHNICAL ENGINEERING CLIENT. `�WC 415 South Transit Street Lockport.New York 14094 voice 716.625.6933www.gIynn/fax.com 5.6983 PROJECT NS O^�— +SCALE: I DATE: % `O1 I BY t 3�3 wwwglynngroup.wm • K�/�'�s ( �••