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2008-127
TOWN OF QUE E NSB URY Bay12 4 0 (518) 761-8201 742 Road,Queensbury,NY 80 59 2 .u► Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080127 Date Issued: Wednesday, September 02, 2009 This is to certify that work requested to be done as shown by Permit Number P20080127 has been completed. Location: 1172 STATE ROUTE 9 Tax Map Number. 523400-288-020-0001-020-000-0000 Owner. GREAT ESCAPE THEME PARK LLC Applicant GREAT ESCAPE THEME PARK LLC This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve thev� 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. 40 ` TOWN OF QUEENSBURY Flo.* 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080127 Application Number. A20080127 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 PO BOX 543185 Commercial Addition $100,000.00 DALLAS,TX 75354-3185 Total Value $100,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-127 Wiggles Stage & Sun Shade Structure $100.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,April 15,2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensb efore the e iration date.) Dated at the To of b Jy,April 15,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY TAX MAP NO. 2 'i 20 PERMIT NO. 2- : Afik } 8 FEES: PERMIT RECREATION ENGINEERING Q� N OF QUEENSBU'RY (If applicable) , $UILDING & 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. ��f/ APPLICANT/BUILDER: R O Z-e1[ { 1, 6vb l-Ci P3 OWNER: S-/X 1-/4) /P�74e7,56W e ADDRESS: 1 d-9 AA. P c Queev}3'd 7 ADDRESS: Qveehd 6'117 PHONE NOS. 2q3 - ) J PHONE NOS.0 l°Z - 35 c > EA() J _ C /1 _ CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: ►n Mu/ci -- PHONE:3 6/-/>>.S LOCATION OF PROPERTY: S )c 3/4,75 �f1Cs�-2 / 7 SUBDIVISION NAME: L(/ �f� (mot"°fl �U PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z o 1- o: C'1 wu- u) APPLY TO YOUR zI r cO O cn cn w PROJECT O H 0 • w Q a = v w i " wI-L 2 I- O � z z < < :- CO c�, d OLL I- U- a2pes SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) ovy ( Sl "OTHER � _ L/�� se ii Sh ck fjjvc-tv✓-e IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE 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 d agree to the above. Signed *///r . 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: 1 f BUILDIN & O OVAL ZONING APPROVAL DAT DATE J QUESTIONS? CALL 761-8256 OR EMAIL codes cC�.queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yesr No /00 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection s ceived: Queensbury Building&Code Enforcement Arrive: Depart: . LIP? 742 Bay Road, Queensbury,NY 12804 Inspector's Ini s NAME: l S 0 c QV PERMIT#: - f, . I.00ATIO Cr — DATE: - Oct COMMENTS: Y/ N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete V-Z-VONA,— t 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 sq. ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required / Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade ��� Floor Bathroom Watertight/Other Floors Okay 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 V2 doors > 10%> 1000 sq.ft. 4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 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 Operatic and Signage/Shaft Sealed t \ Z;)� Handicapped 301p.o Grab Bars/Sinks/ToiletsHandicappe;� " 'rig Lot Signage �- - Public Toilet tor:m 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 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspection •ed: Queensbury Building&Code Enforcement Arrive: . ...„ Depart: EEL- . „ •m_%� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial•til!r y ' r NAME S/` ` ` `'a ' • RMIT#. .... 4,2 LOCATION: vr � , �' ;: g=-�<...�-, � INSPECT ON: °. =a ---m if_�' TYPE OF STRUC 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 of the concrete. Mate1`Asiff , se on site. (Foundation/Wallpour Reireomement in Pta`ce 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection 4- -d: Queensbury Building&Code Enforcement Arrive: ' z© t p s, opr/ Depart: 1 f 3 ` 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: � 't SimGQ NAME: G� eScj p ri IT#: Y'i27 LOCATION: 117.2. $ T 7 PECT ON: j/5L,k' TYPE OF STRUC'IU.JRE / Comments Y N N/A 11\ Footings . Piers onolithic 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 cic k 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 /// ackfill Approval 1 - ing Under Slab 'VC/ ast/Copper undation Insulation Interior/Exterior LY 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 1 41-- -e\p(,( 1.JA,,(K _I-t.,hu Pr- Commercial Final Inspection Report ld Q Office No.: (518) 761-8256 Date inspecti• --11. - :• S a i Queensbury Building &Code Enforcement Arrive:' '. _ i. • -part: 742 Bay R if , Queensbury, Y 12804 Inspector's In' - NAME: PER , c `v / ---7 LOCATION: C ()�5 i i 5 ?C ' DA ;51 ,_, 6-ney corn S: Y N NA Chimney/'B"Vent/Direct Vent Location — �e. 1c), TO C-i- p Plumbing Vent Through Roof 6"/Roof Complete FQ 41/44-t‘a6 v-v-e.tAs , Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior I Exterior Guardrails 42 in. Platform/Decks — <tiJ�T 4,kc,<.. 1k i ,il.._'7 Interior/Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" li / ` y,<. �� c_k_EA Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.wlLever Handles I Panic Hardware,if required 2'PAC tz- ---'f & _. Exits At Grade Or Platform 36(w)x 44'(l)/Canopy or Equiv. Gas Valve Shut-off Exposed&Re ulator 8`LAbove Grade — t V--€., t-N i t Floor Bathroom Waterbghttother Floors Okay_ Relief Valve,Heat Trap I Water Temp.110 De`re�'Maximum ‘'TIC-c`'1 ) 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 0 EEc) ' 1 t.Wh Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 Y2 doors > 10%> 1000 sq.ft. "' '/Hour Corridor Doors&Closers Firewafs/Fire Separation,2 Hair,3 Hour Complete/Fire i)\ 613 C3V-V. D Dampers/Fire Doors _ Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame �7�1 C\ l s tE . VACii Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" / Smoke Vents Or Fan, if required 0\?LE 1 , Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks I Toilets Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp I Handrails Continuous/12 in. Beyond Roth 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 ForrnslBuilding&Codes\inspection Forms\Commercial Final inspection Report.doc Revised January 7,2008 sae a member of the GLYNN GROUP May 8, 2008 0(2)-1 txo 0 Town of Queensbury • Building Department 742 Bay Road Queensbury,N Y 12804 Attn: Mr. Dave Hatin ~ Director of Building Code Enforcement ocs Subject: Six Flags Great Escape-Wiggles Stage Construction Review Report co GGE 07-2034 • Dear Mr. Hatin: co On Wednesday, May 7, 2008, Michael Seeley of Glynn Geotechnical Engineering made a site visit to monitor the construction of the Wiggles Stage 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. O v • The concrete wing walls on both sides of the seating area have been installed. Wall footing was 0 observed at an area that had not yet been completely backfilled. • • Seating area slab and trench drain has been installed. Coring operations had begun for installation of the seating support system. • Character stairslleading from stage to seating area have not yet been installed but field planning L and forming had begun. Verified with Bob Culver that the handrails would be installed as shown on plans. • Backstage area rough framing is installed to the first double plate elevation of 10'-0". Confirmed that missing anchor bolts will be replaced with drill and grout anchors. • Framing for interior partitions has been installed. Stubs for plumbing are evident through slab. • • Framing for ceiling and roof will be installed once the supporting construction is complete. • "Scenery" is on site and will be installed once supporting construction is complete. • Shade structure support piers were observed to be lower than as shown on design drawings by USA lJ Shade. This information will be passed along for resolution to be worked out between Six Flags and USA Shade. GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street, Lockport, New York 14094 voice 716.625.6933/fax 716.625.6983 DOCFILE:072034fIdIdoc www.glynngroup.com Six Flags Great Escape -Wiggles Stage May 8, 2008 Construction Review Report Page 2 GGE 07-2034 Construction will continue to be monitored as necessary to verify compliance with this project's design drawings and specifications prepared by GGE. b4 0 • Sincerely, • cu lc Mark W. Glynn, P.E. bfEsso `o Consulting Engineer, Principal • cc: Mr. Bob Culver- Six Flags Great Escape co U C U v 0 • V ro Lel • U V DOCFILE.072034fld1.doc a member of the GLYNN GROUP Yam - ,e.,6,J cTh. - Rough Plumbing I Insulation Inspection Report ONt Office No. (518) 761-8256 Date Ins•ection r- •u=jip-ived: Queensbury Building &Code Enforcement Arrive: e p • . -part: V ' _ •m 742 Bay Road, Queensbury, NY 12804 Inspector's lnitia _ NAME: Q2a 1 WA-TC-: , z PER IT #: - a77 LOCATION: 6 w 1p, INS'ECT ON: TYPE OF STRUCTURE: 1/ '' Y N/A ough Plumbin Nail Plates /- i ent/Vents in Place ✓ / iI 1 IA minimum Drain Size v� �—(�� Washing Machine Drain 2 inch minimum f 3� Cleanout every 100 feet/change of direction Pressure Test Drain /V- . / Air/ `ead 5 P.;`:.r 10 ft. above highest connection for 15 minutes Pressure Test I Wate • I PipingV Air WrPi 50 P. . for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for-Furnace Duct work sealed properly/No duct tape 1 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /o'er alp Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME:G,< PERMIT#: Li —I 1 LOCATION: (/) 7,re,1 { cc�o INSPECT ON: y /S ve TYPE OF STRUCTURE: Comments F Footings ,/ d (ST) Piers q 6 " 6,.(, 3" 62-'r Monolithic Slab 3S4 05 0- Ae ti 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 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( / Uc) /--3 a67. Foundation Inspection Report Office No.(518)761-8256 Date Ins tion r-. -ed: Queensbury Building&Code Enforcement Arrive: . r 1 t0 !- •art: -L j( 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: G_ aha p NAME: 1 t PERMIT#: '/ F LOCATION: INSPECT ON: 2 3,_. $' TYPE OF STRUC . Comments Y N N/A Footings Piers Q 0" i) 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/Wailpour 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection regivoiory— • Queensbury Building&Code Enforcement Arrive: t-3b : :;,;A ':.art: Z=Lj� . „rpm Inspector's 742 Bay Rd.,Queensbury,NY 12804 In Initi _, /I NAME: � {=� C�j tZ©Rtn 5" PERMIT#: D — LOCATION: C2E.AT EbC QE INSPECT ON: L-r— p TYPE OF STRUCTURE: Comments Y _ N� Footings ?--‘77- 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 FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Repo/Pt Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /'?i/i am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: - NAME: t S • 0{2� PERMIT#: LOCATI (� - '" `- INSPECT ON: -- TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour 12, 3, 4 hour Firestoppin 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forrns-OLD\Building&Codesltnspedion Fo mssFraming Firestopping inspection Reportdoc Revised January 7,2008 Commercial Final Inspection ' eport Office No.: (518) 761-8256 Date Inspection reque• -•: yes. Queensbury Building&Code Enforcement Arrive: ',Z . 4011� Depart: (i PO am/ 742 Bay Road,Queensbury,NY 12804 Inspectors Initials: NAME: f C 4GaLE PERMIT#: Q -l 2_ 7 LOCATION: DATE: �.� 5►1--oq COMMENTS: NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent >' F AIL - > A Interior/Exterior Guardrails 42 in. Platform/Decks _ U Interior/Exterior Ballisters 4 in. Spacing Platform/Decks / �� \)C—CET‘A--\ \ ; Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. 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 / % 6‘-ka- E6'`k-° Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temp. 110 Degrees Maximum L 1AL A.-' ) I � Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System CA-5 Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers I , Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area ATE' Stockroom/Storage/Receiving/Shipping Room(2 hr.), I 'A doors R o�r �� > 10%> 1000 sq. ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,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 ath arking Lot i na e Nc PITH v 1 �� Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" 1�' Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] L et\) Active Listening System and Signage Assembly Space Final Electrical P\c'E- t KAP ��1 1 0 6 Site Plan/Variance required J%&)Y 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 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc 11116, Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection st r ived: Queensbury Building&Code Enforcement Arrive: • Depart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: ! `� � E6 c6TAGE PERMIT#: LOCATION: (-,SEAT j/ C�PE_ DATE: COMMENTS: Y N NA Fl V_E i`� 11Z5*v:AL..%5 Chimney/"B"Vent/Direct Vent Location Rt'� �J 1L -26-p° 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"I Treads 11" a / Vestibules For Exit doors>3000 sq. ft. C O'5 '. All Doors 36 in.wILever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. T..Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I 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 Stocicroom/Storage/Receiving/Shipping Room(2 hr.), 1 'h doors > 10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 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 !C HandicappedtBath Parking Lot(Siena&g.) 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 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building& Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd /PV Per it No. !� Town of Queensbury 69 cd 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: Cr Phone: (518)761-8206 Business Name: i#1#1/tVe_ Fax: (518) 745-4437 Location: if Type of Inspection H/A Yes Ho 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 EMERGENCY LIGHTING 9 FIRE EXTINGUISHER: Hung Inspection of extinguisher ciG FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire men.,f } . Fire Suppression-Gas Islan I " Generator g Hood Installation Elevator Interior Finishes - 41i 23.11tt Storage Compressed Gas Clearance to Sprinklers biashat Clearance to Electrical Electric Wiring Enclosed/Labeled UN -�-� Combustible Waste 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 iss - f.te of Occupancy) u Denied / call for Recheck Inspected By: L:\FireMarshal\New Folder\permitto occupyform.doc Inspection for Permit to Occupy ,r We MGIrShd's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: / rime: r` Phone: (518)761-8206 Business Name: Fax: (518)745-4437 location: -' T of kupecwm N A Ups No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondar Aisle Width EXIT SIGNAGE Si -normal Sign-battery ;- EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun 1 Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator f' Interior Finishes V, Stora e f Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan 0 Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied / Call for Recheck A _ InSpected,111y: LAFIreMarshal\New Folder\permitto occupyform.doc Structural Calculations • Six Flags Great Escape Wiggles Project - Stage F— Lake George, NY (13 prepared for: Six Flags Great Escape 1172 Route 9 Queensbury NY 12804 V prepared by: o Glynn Geo technical Engineering 415 South Transit Street Lockport, New York 14094 f /. CIF °'j 0 GGE 07-2034 April 9, 2008 Elsie a member of the G LYN N GROUP W,•4 : -- cx:Gt,49¢ cam'"( (-fi' 1 _ i — — -M a 1J — A G �,.4 co 5•�•.2 • -- ,1440.► Lc,i4 - 64..4) Ny`3 / Ny`3 • tr-c it €, S•Noj • e.G•43 4140 (.. , 1G.0415.2 t • 41) ( €)( )( \ ) g c e . i.v ("r" �'�'� I• C1-7- z - .-) Iv = Co ) (4.•0444) 4 izemzV CALe34.--1 -k) tS ' �s A' : 0 18 C rt -2 -7 )•.Air- I2ec . = 5w r, + z (is 0 4'''‘) z 4/54-0I . t4,,tmit„ 14:4479 e-7/kAPL Fit6 ) diiE.11444:7 C_WS 16*P° "447) • tS tv L1114, cwdb ( c OPPL t 949 c;O,rr114% . tc a°,) • ( 1 , o C-11c o• •S) - tr.� 'fit' •i4 e- Comex* 6.J414, 1.d. Iese PROJECT: �� + SHEET NO: SUBJECT: �r &NGINe RING 1�ESICIN Gs ?i(�i�7rc�► Q{� v!! J GLYNN GEOTECHNICAL ENGINEERING CLIENT: J 415 South Transit Street Lockport,New York 14094 voice 716.625.6.933/fax 716.625.6983 PROJECT NO::1 L SCALE: I DATE:as, 0i BY: • 1< • ;}aP-t%1.1-14L ' �.1 EAU-- - bA`" •Wiz-S W ) ' ' ka•-• e7 4Yery (1 •1") ) %, kl .'" '4 it/c= - 611.ces.co.2„. 1 li)) - N-44,4 . izix* -6z-sIAN4z4 4217--lecAP-0 .,,e-- 't e-- (-1-(Goat").4.••• 1-• 1 (-29) kk.if Itot-t. izez-t a -7.--1 (._t. ) ---10.i ii./5 - 14 .* ci. 3 ? , ..:05 4440. (-t-14,00. co•2•1 i - t''2. 0• ••As) = li.g /•.; ‘22 41#/c.AFT 2 (; ) ; -3 itis 1"› -°" ____----- ; i I ' -"1 I 1'3' 4 -14,L. t wt _ _ -Vilir 7 --) ---,, _ . _ ,i I " _ • -- .L-r6 (----- h.72 SO d•0" -"') _ sae PROJECT: SHEET NO: C7 Gt. • W It�,6 , AG SUBJECT: 1-�.� ENCINEER(N - DES(CIN Cy"��Iz- 'rtAgot .,, b1. 1 GLYNN GEOTECHNICAL ENGINEERING CLIENT G .2 415 South Transit Street `�r�rirJ�.�s l'1'. _L.. Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: I I SCALE: I DATE: a (BY: 7 ...ow . 02 ..a...a. I 4 •• ‘= 1-0 ( t-l• 7) 1114)C t 4/1* (10f-ds t4)( 144) OA) 4/* )t 2„� L EPI Alssc t 4t. Sit ZA.A9 1,--'r 44 ,%,t .c�►o�. 1�' Gral s 0.o1'1 rid, = St) t. 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ENCIINEERIN - DESICIN CP 1 ' AL VL i.-) CR GLYNN GEOTECHNICAL ENGINEERING CLIENT: 4!�" 415 South Transit Street GAR->�,, - k 1 Lockport.New York 14094 �,` yoke 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: I DIE !BY: w4L . a `') -trele. 0•40r, .e 1-20 50 (LAN..ist-) pi 210 I..r-- 4 20 itic e. 144 IV ____;._ 2,90 'VI* K 1 .3. ter/l4 trae., 4 1.�4.4 . VipL.c t— If ...0 i iLA r .t? .1 -rt. ' 44 ( 4ss 44° LAP1-140t-- s tvt-A► t= arse PROJECT: '... Lif+T L"►usS rl 4GIj SHEET NO: SUBJECT: ENCIfNEER.ING - DESt N t-zA Vj'bt.....1 GLYNN GEOTECHNICAL ENGINEERING CLIENT: //�� 415 South Transit Street e0! lit t rj Lockport,New York 14094 voice 716 625.6 33/fax 716.625.6983 PROJECT NO:O: JJ SCALE: DATE: BY: _.. " ....n...LI I 1 • 45.DPI I µ' me D .-- ..._ )2, ----? s„ :‘,, , \ „ ..,, ,, / -#''- -,\ USASHADE DE & Fabric Structures, Inc. ,. q •••• ' rrr,.'-‘7, W Nil c Sure Ports Vim. �5 STRUCTURAL CALCULATIONS i 7 PROJECT: WIGGLES THEATER LOCATION: Lake George, NY STRUCTURE: CUSTOM SAILS UNIT ,.'.,,,, '''',,,%,„,,,,.„...„ .%%,,,,,,,,781r4100,.„. ..a. ,,,,,,,..„7.:‘,„,,,.. ...k...., -- ' '''''''t '7N4N , , s� _ tiffs °:.,:i w r., o:P Apt 4- N t1 9 5rpz.ts, ...5,,,,k".:"1„,...:111* 1.1:1 t, O 4/0 .,p6 �!i t ,) March 3, 2008 �1i , ,ram -,/ INDEX GENERAL INFORMATION ANALYSIS ASSUMPTIONS AND DESIGN PARAMETERS WIND FORCE CALCULATION DRILLED PIER FOOTING DESIGN RISA-3D ANALYSIS GRAPHIC INPUT: Isometric/ Projected views Member and Node Numbers Basic Load Conditions(selected) TEXT REPORT: Global Information Materials Joint Coordinates Member Data Sections Boundary Conditions Basic Load Cases(BLC)Summary Load Combination(LC)Summary Envelope Reactions Envelope Member AISC Code check Material Takeoff GRAPHIC OUTPUT: Envelope Member AISC Code Check GENERAL INFORMATION USA Shade Units are constructed from shop-welded Structural Hollow Steel Shapes Sections and Plate Materials. Primary pieces such as Columns, Rafters or Ridges are field bolt connected unless noted otherwise. Once the steel frame is properly erected one or more pieces of HDPE fabric are stretched using sleeve-embedded wirerope cables until the fabric reach a rigid appearance and is securely anchored to the corners and/or edges of the steel frame. The structural analysis of this type of frame supported membrane requires acknowledge that loads applied to the fabric may induce a combination of non- uniform pressure against the HSS members and tension on the cables.This is especially critical when loads such as wind uplift act upon the fabric surface when the attachment is at the steel frame corners(see graphic below). Our Structural analysis approach is to create a web of compression-only members (low or no resistance to tension)linking fabric plate elements to the steel frame at various points through the model.This will provide a more realistic loading mechanism with forces acting on different directions on the steel frame. Figure la. Figure lb. Corner details show an example of a typical case when the fabric deflects under live load (pressing downward on the rafters on Figure la)or uplift wind(Figure ib).Uplift forces are carried to the frame corner as tension on the cables rather than an otherwise assumed upward uniform load applied to the rafters. PARAMETERS AND ASSUMPTIONS: 1) CODE COMPLIANCE: IBC 2003,ASCE 7-o2 &ASD 9TH Edition. 2) DESIGN SOFTWARE: Risa3D 7.o 3) BASIC LOAD CONDITIONS: A) Dead Load (DL): Selfweight is calculated by the program. B) Roof Live Load (RLL): 10 psf applied to the fabric. C) Snow Load: io psf applied to the fabric. D) Wind Load: Basic wind speed(V35): 105 MPH Importance Factor(Iw): to Exposure: C Refer to next page for detailed Wind Forces calculation. E) Seismic Load: Seismic use group: Group I Spectral response coefficients: SDS= o.4g Si =o.i4g Site Class: D Importance factor(IE): to Basic seismic-force resisting system: Cantilevered Column (R=2.2) Structure DL(see take-off report): W= 141oo lbs Design Base Shear: V=0.4 W= 564o lbs Seismic loads are usually smaller than Wind loads for light steel frames, and will not govern the lateral analysis. 4) LOAD COMBINATIONS: DL+ LL o.6 DL+WL(UPLIFT) 0.6 DL+WL(+X) DL+ LL+WL(+X) 0.6DL+WL(+Z) DL+ LL+WL(+Z) o.6 DL+WL(-X) DL+ LL+WL(-X) 0.6 DL+WL(-Z) DL+ LL+WL(-Z) 5) SOILS PARAMETERS: Per section 1804 and assuming Material Classification Number 5: a)Allowable End Bearing Pressure: 1,50o psf b)Allowable Lateral Bearing Pressure: ioo psf(2x Allowed) c)A skin friction of zoo PSF is assumed based on section 1808.2.8.4 WIND FORCE CALCULATION: Per IBC 2003 section 1606.1.1 , Wind loads on every building or structure shall be determined in accordance with Chapter 6 of ASCE 7-02 Per Section 6.5.13 (Method 2): P = ghxGxCN qh =o.00z56xKZxKZtxKdxV2xl KZ= 0.85 KZt= (1 + K, xK2xK3)2 K1 = o.00 K2= 1.00 K3= 1.00 Kzt= (1 + 0.00)2=1.00 Kd= 0.85 V = 105 MPH I = 1.0 qZ = 0.00256 x o.85 x 1.0o x o.85 x 105 2 X 1.0 = 20.39 PSF G = 0.85 Cf = 1.00 F= 20.39 x o.85 x 1.o x Af= 17.3 PSF x Tributary Vertical Projected Area F= 17 x 427 = 7404 lbs (Direction X) F= 17 x 342 = 5927 lbs (Direction Z) Wind forces obtained govern the lateral design of this steel frame, since seismic base shear value is 564o lbs total. DRILLED PIER FOOTING DESIGN i.o Non-Constrained Case (REFER TO PRINTED REPORT FOR JOINT REACTIONS) Computation of Cast in Place Concrete Footing According to IBC 2003 Table 1804.2 Allowable Lateral Foundation Bearing Class of Materials Pressure(psf)2 lbs/ft 2/ft 1.Massive crystalline bedrock 12000 1200 2.Sedimentary and foliated rock 400o 400 3.Sandy gravel and/or gravel(GW and GP) 300o 200 4.Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 5.Clay,sandy clay,silty clay,and clayey silt Double this value is (CL,ML,MH,and CH) 150o ioo allowed section 1804.3•1 Type of soil to use: 1500 200 t8o5.7.2.1 Nonconstrained Case The following formula maybe used in determining the depth of embedment required to resist lateral loads where no constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Where: b= miri.diameter of round post or footing or diagonal dimension of square post or footing,feet d= depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure (change until it matches formula obtained value) h= distance in feet from ground surface to point of application of"P" P= rm. applied lateral force in pounds S, = 753.3 allowable lateral soil-bearing pressure as set forth in Table i804.2 based on a depth of one third the depth of embedment Then: A= 4.92 and: d= ,1.4 ft Axial Loading Check: Minimum Vertical Reinforcing Steel: Area of footing= 4.9 ft2 As min= 3.53 in 2 Volume of Footing= 55.8 ft3 #bar Weight= 7537.1 lbs 14. e .. - Axial Load = lbs Total vertical Load= 15438.1 lbs AFR= zoo.o psf AFR=Allowable Frictional Resistance Section 1808.2.8.4(max 50o psf) Friction Resistance= 14716.6 lbs Actual Load= 721.5 lbs OK is less than allowable Use a footing with 2.5 ft.Diameter and a minumum of 12.0 ft.Deep DRILLED PIER FOOTING DESIGN 2.o Constrained Case (REFER TO PRINTED REPORT FOR JOINT REACTIONS) Computation of Cast in Place Concrete Footing According to IBC 20o3 Table 1804.2 Allowable Lateral Foundation Bearing Class of Materials Pressure(psf)2 Ibs/ft 2/ft 1.Massive crystalline bedrock 12000 1200 2.Sedimentary and foliated rock 4000 400 3.Sandy gravel and/or gravel(GW and GP) 3000 200 4.Sand,silty sand,clayey sand,silty gravel and clayey gravel(SW,SP,SM,SC,GM and GC) 2000 150 5.Clay,sandy clay,silty clay,and clayey silt Double this value is (CL,ML,MH,and CH) 1500 10o allowed section 1804.3.1 Type of soil to use: 1500 200 18o5.7.2.2 Constrained Case The following formula maybe used in determining the depth of embedment required to resist lateral loads where constraint is provided at the ground surface such as rigid floor or rigid ground surface pavement. Where: b diameter of round post or footing or diagonal dimension of square post or footing feet d= 1 depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure (change until it matches formula obtained value) h= ',' =',:f,r-A71 distance in feet from ground surface to point of application of"P" P ;applied lateral force in pounds S 3 = 1540.o allowable lateral soil-bearing pressure as set forth in Table 1804.2 based on a depth equal to the depth of embedment Then: d= 7.7 ft Axial Loading Check: Minimum Reinforcing Steel: Area of footing= 4.9 ft2 As min= 3.53 in2 Volume of Footing= 38.o ft3 #bar= [ 4:Az Weight= 5124.7 lbs tl 5 ..� Axial Load = \p ` ibs Total vertical Load= 13025.7 lbs AFR= 200.0 psf AFR=Allowable Frictional Resistance Section 1808.2.8.4(max 50o psf) Friction Resistance= 9001.4 lbs Actual Load= 4024.4 lbs OK is less than allowable Use a footing with 2.5 ft.Diameter and a minumum of 8.0 ft.Deep I/ ,.' -,)! .../ .;,,,. .; ',/...;',', -,,:,-. 2,...,- :-,' , , ......- . ........- ---- -........ ...............,.... i 7 a er F .....;.„ , ...,,„ ... ,...;,,,„..;,:. ., ....,,.... .. .., , „.,. , ..,..., ,,,,.. ......„. , , : .> .... . , „ .,, _ .. ,..,, , ,. ,. , 1/1,, „. ..,,,,,,,.,, ,:.."._ ....:,,,, .,, . ,,. .. , ,... . ,, ,, , ''A . , ,,, ,,,,,,,„„ ., ,. 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'W Z U m X N 1 AO / •. a '' � f Ir,t4V't: , ik 4, ,, 1 ,ya 4 Als 74.7-404;. • ' 11,6t, .k. 44.40 Aiiiiiiiallkik„.....,,,-------/-71, 44'tirPllfAvffp,>--- . / ,,-- -nentobei,,Aipforto,,,o, ,L---- ;74 _ ,.0,14FirroV,r2", ' .„;:-- , 0010 14k12‘4, lik tAlerriffj,*;,....,7:1'' ,,:y7z, z :-//:' '' i I \lik\A 'itiWiT',/ ' '''S7'. .,. '"OVVAr ir \\7., t 7 H .t ski}) �'�\ \\� / • q, „,.4,,,,. 4,40,_, ,,,,4y. ,fAv ,i.:,. , Ti.„ i i f, ,,Alt r " N Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Global Display Sections for Member Calcs 5 Max Internal Sectionsfor Member Calcs ` 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh(inA2) 144 Merge Tolerance(in) > .12 P-Delta Analysis Tolerance 0.50% Vertical Axis `" Y" . Hot Rolled Steel Code AISC:ASD 9th Cold Forced Steel Code AISI 99:ASD Wood Code NDS 91/97:ASD Wood Temperature . < 100F -! Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing increment(in) 4 Biaxial Column Method PCA Load Contour Parme Beta Factor(PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes, Bad Framing Warnings No Unused Force Warnings Yes Footing Overturning Safety Factor 1.5 Check Concrete Bearing Yes Self Wt, Overburden in DL for Design Yes Footing Concrete Weight;,. .145 k/ft^3 Footing Concrete fc 3 ksi Footing.Concrete Ec 4000 ksi Footing Steel fy 60 ksi Minimum Steel 0.00 18 Maximum Steel 0.0075 Footing Top Bar. #6 Footing Top Bar Cover 3.5 in Footing Bottom Bar #6 Footing Bottom Bar Cover 3.5 in Pedestal Bar #5, Pedestal Bar Cover 1.5 in Pedestal Ties #3 Hot Rolled Steel Properties Label E fksil G fksil Nu Therm(\1E5 F) Densitvfk/ft^... Yieldfksil 1 50KSI 29000 11154 .3 .65 .49 50 2 45KSI 29000 11154 .3 .65" .49 45 3 WIREROPE 29000 11154 .3 .65 .002 86 General Material Properties Label E fksi] G fksil Nu Therm \1E5 F) Densitvfk/ft^31 1 RIGID 1e+7 0 2 FABRIC. 15000 .5 .65. .002' RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 1 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number CUSTOM THEATER MODEL Checked By: Joint Coordinates and Temperatures Label X[ft] Y[ftl Z[ft] Temp[F] Detach From Diap... 1 _ N 1 40.228333 -10 40.273358 0., 6.631709'' '" _ -10 33.068613 0 : 3 N3 -21.61028 -10 27.06738 0 4. N4 . 29.2239 : ' -10. .58.874786 , - 0 u: _ . _ _ b_ . 5 N5 -21.350734 -10 90.626756 0 6: N6 6.622455 -10 84652926. -0 : = 7 N7 40.218119 _ -10 77.478386 0 g. .. ,: : N8 4_ 6.62245 : :_ 27.141667, 67.566593 0' 9 N9 6.631709 16 33.098613 0 10 : . ti, N10 ' -21.51028 , ' 16 <27.06738 0 11 N 11 -21.350734 16 90.626756 0 12' N12. 6.622455 = 16 84.652926 ,> 13 N13 6.631709 26.641667 50.181946 0 14 _:.- .. R114 a �- 6.631709 27.641667 . 50.181946 0 15 N15 6.622455 26.641667 67.569593 0 16_ N16 -< ,. 6.622455-: 27.641667 67.569593: . < 0' r 17 N17 6.631709 27.141667 50.181946 18 '-' N18 ' 40.228333 16 , . 401273358" 0„ 19 N19 40.218119 16 77.478386 0 20 N20 -29.223986 16 58.874786 6 . 0 21 N21 -29.223986 18 58.874786 0 22. N22 40.218119 18 77.478386 0 . 23 N23 6.631709 31.641667 50.181946 _ 0 24�.: _ °� ,N24 "� � 6.622455' ��� 31.641667 67.569593 _ 0 ' 25 N25 39.629425 18 41.074176 0 26 �� ��� N26 ' ' `'38.958154 18.286041 45.490723 0 - ,: 27 N27 38.477091 18.490801 49.936503 0 28 N28 -: _38.187283 18.613836 ' 54.401834 0 29 N29 _ 38.089361 18.654878 58.876992 30 `' ;- N30 >:: 38.1$3539 18.613836 63.35223- 0 31 N31 38.469611 18.490801 67.817802 0 32 N32 38.946954 18.286041 72.263983.: 0 33 N33 39.61453 18 76.68109 0 34 N34' 35.851499 19.613941., 43.0033* 0 . 35 N35 35.223426 19.881555 47.184865 0 36 . N36 :. 34.773354 20.073137 51.183655 " 0 37 N37 34.502242 20.188269 55.060661 0 38 N38 34.410662 20.226697 ' 58.876823 0 39 N39 34.498796 20.188334 62.693059 0 40 . N40 34.76644 ` 20.073259 66.570289 -. , .. 0 41 _ N41 35.213 19.881716 70.56945 0 42 N42 ' "35.837493 - 19.614117 74.751524 0 • 43 N43 31.995963 21.261078 44.741374 0 44, _ N44 31:481711 21.4801 48.59114 0 45 N45 31.113172 21.636901 52.170073 0 46 N46., 30.891107 ... 21.731143 ' 55.568504 0 47 N47 30.815968 21.762619 58.876724 0 48" ' N48 30•887894 :. 21.731254 62.185003 ' 0 _ 49 N49 31.106714 21.63711 65.583611 0 50 N50 31.471945 21.480377 69.162839 - 51 N51 31.982793 21.261382 73.0130.16 0 52 N52 28.070984 22.937923 46.284685 x 0 53 N53 27.717633 23.08824 49.74392 0 54 N54 27,46432 , 23.195857 52.93635, 0 . ::, 55 N55 27.311535 23.260548 55.950953 0 56 = N56, 27.259566 :': 23.282176 58876671 0 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 2 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Joint Coordinates and Temperatures (Continued) Label X fftl Y Eft] Z fftl Temp IFl Detach From Dia0... 57 N57 27.308504 23.260688 61.802426 0 58 _: N58 " :,' ' _ 27,458232 23.196119 " 64.817141 0 59 N59 27.708436 23.088589 68.009755 0 `60 ' N60 =" 28.058597 22,938305 .71.46925 61 N61 24.084875 24.640923 47.629975 0 62 ,,: N62 ,, 23. 15965 24 71248 `50.677958 0 _ 63 N63 23.794721 24.763706 53.523361 0 64 >,. N64. ,23.721326 `24.794613 56.233747° 0' 65 N65 23.69589 24.804841 58.876639 0 66 N66 23,718443 " " 24.794663.: 61.519542- u. 0 67 N67 23.788942 24.763988 64.229964 0 68 6 ,: N 'N69 067 24.712854 67.075428: 0 sa 24.073219 24.641333 70.123494 0 70 '-. N70, .,- ' .20.046079., 26.366472 48 774394 0.,.71 N71 20.061609 26.359265 51.428386 0 72-._-- :< N72 _ 20.072428` =' .26,354096;- 53,972273' ...- '0 73 N73 20.078416 26.35101 56.442782 0 74 N74 ..r 20.079501 26,350028 58.876602 0, 75 N75 20.075661 26.351152 61.31041 0 1 76 t, N76 2©.066922 26,354362: 63.780879 77 N77 20.0533620' 26.359618 66.324701 0 78 N78 20.035103 : 26.3.66858 68,978602.; 0 " 79 N79 15.963153 28.110915 49.715519 0 80 " N80 ;.16,139577._ 28.034996 52.030729 0 81 N81 16.265604 27.980626 54.324543 0 82' . N82 - 16340846 27.947964 56.604107 0 'm` 83 N83 16.365074 27.937106 58.876537 _ 0 84- N84 F"16.338216 27.948078 " 61.148932: 0;. 85 N85 16.260361 27.980839 63.428392 0 86 N86 ': '16,131756:. 28.03528 65.722031 0 87 N87 15.952803 28.111225 68.036999 0 88 N88 ::11.844744 29.870555" 50.451355 89 N89 7.699576 31.641667 50.980344 0 90 N90 12.134977 29.746033 52.620904 0 91 N91 8.032992 31.498703 52.935223 0 92 N92 '12.342508 29.656852 _ 54.621923 -- 0 93 N93 8.271472 31.396303 54.906467 0 94 = ,, , N94 • 12.466756 29.60326 ." , 56.743932 0 95 N95 8.414357 31.33475 56.888626 0 96 - N96 2.507377 s - 29.585402 58.876419 0 ; " 97 N97 8.461253 31.314213 58.876222 0 98 - N98 12.464263' 29.603326 61.008855 0_ 99 N99 8.412029 31.33475 60.863762 0 100 .. ;: N100 12.337542 29.656977 63.130713 0 101 N 101 8.266822 31.396303 62.845752 0 102 N102 12,127578 29.7462 65.231481' 0 103 N103 11.83497 29.870737 67.300679 0 104 ,_ ' N104 7.690327 31:641667. 66.771202; _ 0 105 N105 8.026033 31.498703 64.816715 0 5,11-4034 3'13661.44. 61:441824w 0 , 107 N107 1.116795 29.763501 60.972983 0 108 N108 -2,868546` 28.165615 60.45531, 0 109 N109 -6.866879 26.562532 59.98388 0 110 N1.10 5.77077878 _ 31.4 1691 63.995033 0 111 N111 66.521538 0 ,112 N112 '_ ..1.326519 : 29.848044 62.89597 0 113 N113 1.683324 29.991587 64.955418 0 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 3 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Checked By: Job Number : CUSTOM THEATER MODEL Joint Coordinates and Temperatures (Continued) Label X fftl Y fftl Z fftl Temp IFl Detach From Diao... . 114 ",; _, �.: N 114-• " " -2.7'02096 28.232708 _ 61.955932 ' 0' ' re 115 N115 -2.468297 28.326814 , 63.506999 0 116 ', ,, N116 -616783. 26.602523:. 61'148019 0"_< 117 N117 -6.67003 26.641994 62.236947 0 118 x N 118'' 5.029333 31,331568- 58.87528 ' ` - 0, 119 N119 1.04918 29.735889 58.879753 0 120 N120 ` 2.930972-' 28.140209 _ 58:884225 121 N121 -6.911125 26.544529 58.888696 _ 0 122 N122 ., 5.120446�' 31.367477 '56.309138 . 0 123 N123 1.125379 29.765935 56.795022 0 124 - `N124 :, -- 2,859764 < _ 28.168381 57.326084 . _. "< 0'. . 125 N125 -6.860298 26.564645 57.80273 0 126 . �. t, N126 . 5.388794 31.474446 =, :53.758168.:, 127 N127 5.807419 31.641667 51.229956 0 128 N 128' ', ' 1.35029' '" 29.855644 54.889083 0 129 N129 1.702827 29.996485 52.836356 0 130_ N130°' 2.678 '44 y 28.240598" 55.8 025 ` `0;. 131 N131 -2.44378 28.334427 54.311075 0 132 N132 ., 6.751752 }_ 26,607885 56.655944 ;, 0 '" - 133 N133 -6.649751 26.648518 55.575904 0 134 _" N134 ' -10.896828 24.947149 61.066619. 135 N135 -15.145568 23.243605 60.301459 0 136 N136 -10.894978 ' 24.947716 60.342135' 0 137 N137 -15.146258 23.243213 59.825682 0 138 - `- N138, -10.893128 24.948283 59.617651: , 0` 139 N139 -15.148975 23.242013 59.364429 0 140 N140 -10.891278 24,94885, 58.893168: 0 141 N141 -15.149665 23.241622 58.888652 0 142 N142 10.889428' 24.949417 58168684 , 0 - 143 N143 -15.144506 23.243579 58.429648 _ 0 144 .:N144 -10.887578 24.949984' ''> 57.4442`- . ; 0'_ 145 N145 -10.885728 24.950551 56.719716 0 146 - -_ N146 � „-15.'[863'17 23,246757 , 57,991798 0 147 N147 -15.131158 23.248714 57.532794 0 148 N148 '-19.403864 21.535896 58.155482 ' 0 149 N149 -19.412552 21.532778 59.667026 0 150 N150, -19.40526 21.535395 --.58.3983671 0 151 N151 -19.406656 21.534894 58.641251 0 152 -_ N152 -19.408052. , 21.534393 58.884.135 0 153 N153 -19.409552 21.533855 59.145099 0 154 "� ,N 154 21.533316 59.406063 0"' � � -19.411052 155 N155 -, -28.223986 18. 58.874786 0 156 N156<- t, 40.228333 18 40.273358 0 • 157 N157 7.240737 16 33.891762 0 158 N158,_ 3.. 7.664241 18.554854 36,55389i 0 - , 159 N159 7.904697 21.139191 39.210383 0 160 _ ,=N 160, , .7,961504 . 23.746564 41.854613 0 - �:_ 161 N161 13.429382 16.682008 35.777757 0 162 ° N 162 _.11.899201 19451464_ 38.278668 0 - 163 N163 9.633188 22.344948 40.762486 0 164'�� a N164 7.907359 25.319341 43.432518 0 165 N165 19.734539 17.02395 37.342852 0 166 N166 15.739219 . 20.074728 39.650983" 0 - - 167 N167 11.570167 23.277484 42.078991 0 168 N168." ,, '7,787089 - 26.896657 45.002216 0 169 N169 26.121613 17.02395 38.578459 0 170 N170 , ,_ u -.,.19.468101. , 20.437971 40.739198 0 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 4 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Joint Coordinates and Temperatures(Continued) Label X[ftl Y fft] Z[ftl Temp IF] Detach From Diap... 171 N171 13.555237 24.060875 43.254174 0 172 ,; ' N 172;,; P ;,7.600802,: 28:477097. `46.562297 0 , `° u 173 N173 32.555562 16.682008 39.477801 0 74 N174 ;., r 39:001086" ' , ='16 40.035942 0. 175 N175 23.369334 20.555905 41.613014 0 177 N 177 15.427928 44835 . 42:3435"- 0 :. . 176 N176 , 27 72623 20,4 , 24.819682 44.382791 0 178 ,,'N178 - „ 7,348666.. � �30.059241 4811136.. 0 "J; 179 N179 7.030908 31.641667 49.648013 0 180, :. N180 ,.:17.027748` : 25 678953 45.560078 0 ,. 181 N181 39.218119 16 77.478386 0 ,182 N182 _ 281019772 20.424083 '75.410348 =0 _ 183 N183 17.386973 25.658808 72.444966 0 184 '` 'N 184? ., a 7.446687 31-.641667 ° ' 68,617648 : t} ... 185 N185 32.716899 16.695187 78.092524 0 186 N186 :3::: 23 608469- 20.545464' 76.166453 : ,:0;u'. 187 N187 15.73615 24.801088 73.602868 0 188 N188 ' ' ,_ 7.716903 30 054242 ' 70101994 0- 1 ' :, 189 N189 26.227909 17.043715 79.040076 0 190 , ' N190 a:,: 19.652143 :- 20r435283,-" _, 77.056777 j' = ' 0 .. 191 N191 13.810681 24.045383 74.716335 0 192 , ': ``N 192 :: - ;.7.921392 28.468072 71.598144 0..- . 193 N193 19.78598 17.043715 80.315954 0 '194 f. 1'4194 15.867907 20.07594 78=.154402 =. 0 ,. 195 N195 11.772208 23.264993 75.876098 0 196 N 196 8.059983' 26:88463 73.104706 0.. 197 N197 13.42569 16.695187 81.913311 0 `198 , N198 fc' f: ' 7 181179 >. 16 ''' 83.823572 ` 0: 199 N199 11.972701 19.451218 79.531099 0 200 ,: r: 's:N200 0:. - 7.683158 18:546285 81.257361 0 .; 201 N201 9.782354 22.333704 77.17242 0 202 t" ., N202" ' ;„ 8.132488 .,-, 25.30539 ; _ 74.620279 ' ; , ' 0 x 203 N203 8.138898 23.731821 76.143452 0 204 '' N204 -` 8.002673 21.12578 78.695114 0 205 N205 5.856546 16. 33.730374 0 206 . :- ; N206 .;; - 5.432355 ' : 17.900338` `. 36.223467 -> 0,;; 207 N207 5.190984 19.79194 38.747416 0 208 N208 '5133264 21.668295 41.29353 0, r 209 N209 0.398914 16.640416 33.32715 0 210 N210 '" ;s 1.708566 18.628058 3634498 0' 211 N211 3.656087 20.672437 39.589443 0 212, ' N212.: : ' 5.091984 - 22.797585 42.824387 0 , 213 N213 -5.038075 16.962144 32.494018 0 • 214 -" , .: N214 -1.514037` 19.06166 , 36.18253 0 215 N215 2.087134 21.291494 40.06686 0 216-- r; N216 5 164573: 23:913608- 44.363785 0 217 N217 -10.403056 16.962144 31.23885 0 218. N218. ,;. �, -4.501723 19.234247 35718977 :f,. 0< „ . 219 N219 0.57975 21.757965 40.350532 0 220 - , -' N220 5.350766. 25.012289_ '`"45.906.106 0 221 N221 -15.645344 16.640416 29.573503 0 222 . N222-„, _ -20.715412. s: 16-- ' z. 27,513711 0 ' 223 N223 -7.521373 19.181185 34.940127 0 - 225 N225883 -0.770926 4 '' :' -18.940113 33.834665 ''0 22.181539 40.61235 0 227 N227 6.060831 8962 47,445721 0 226" N226i . 5.649882_. 26.t1 27.141667 48.977008 0 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 5 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Checked By: Job Number : CUSTOM THEATER MODEL Joint Coordinates and Temperatures (Continued) Label X fftl Y fftl Z fftl Temp fFl Detach From Dial... 228 - N228:, 1.87036 22.672752 - .41.0252 r• - 229 N229 5.821223 16 , 84.043559 0 230 '� ���� N230: � ,, �r. :� 5:41966: 17.900338 81.520951� 0:; ; - ., 231 N231 5.178427 19.79194 78.996989 0 232 N232 5.120847' 21.668295 ,76.450872 .,__ 0 233 N233 0.38606 16.640416 84.416992 0 234 N234 1.695878- 18,62805 81 399234 0 . 235 N235 3.643577 20.672437 78.154878 0 236 , N236 5.079652. 22.797585 74.920013 0 237 N237 1 -5.050974 16.962144 85.249826 0 238 N238_, , -1.526734 : , 19.06166 .. = 81.561507 :,.,, 0'', r 239 N239 2.07465 21.291494 77.677375 0 240 ;-. 240<,: .5 152325 . 23,913608: 73,3 618 0 - ' ' 241 N241 -10.416024 16.962144 86.5047 0 242 -, ' >z. ,;N242 4.514446 19234247 82.024 7 243 N243 0.567281 21.757965 77.39362 0 _244 N244 ," x 5,338602 25,012289'° °71.838308 `. 0: 245 N245 -15.658403 16.640416 88.169759 0 246 N246.. 20.728585.:. 16 90_229272 0 247 N247 -7.534139 19.181185 82.80358 0 248 N248 ' ` -10.85366 18.940113 , 83.908861 0 249 N249 -0.783381 22.181539 77.131728 0 250 � � N250 ' 5.637803 26.08962 ' 70.29871 0 _ 251 r N251 6.053669 27.141667 68.77552 0 252 N252- 1.882792 . 22.672752 76.718802 0 : 253 N253 -21.304783 16 28.019573 0 254 ..N254 21.876224 16234471 33.164269 ,. 0 255 N255 -22.707815 16.375424 38.276803 0 256 N256 23.797157 16.422454 43.342426 4- 257 N257 -17.292274 17.753281 _ 32.201554 0 258 N258 19.275862... 17. 48019 . _ 36.791058 0 ,' a: 259 N259 -22.005223 16.865274 41.176942 0 260 N260 ' -24.437532 16.410694 , 45.853073 0 261 N261 -13.096839 19.553179 36.179225 0 262 N262 = -16.865148 18,56681 40.079223 0 T 263 N263 -21.097027 17.415803 43.94565 0 264 N264 -25.141108 16.375424 48.346525'. 0 , 265 N265 -8.72733 21.395896 39.944191 0 266 . N266 14.496129 19.649634 43.113492:. `' 267 N267 -20.087643 17.993042 46.612281 0 268 N268 ,::.: -25.907379 16.316669 = 50.8209833 0 269 N269 -4.192971 23.277543 43.488507 0 270 N270, 12.021108 20.755216 45.978929 = 0 w: 271 N271 -19.081551 18.563009 49.206314 0 272 ' -`N2=72 -26,735791: . 16234471: 53.274662 ` , 0 , 273 N273 0.496669 25.194148 46.804692 0 274 `" ,N274 � �' 5:331692�� 27.141667 "49.885747 0, 275 N275 -9.292638 21.942228 48.760947 0 276 >_- N276 -6.163501 23.269289 51.54532. 277 N277 -18.183287 19.091713 51.757362 0 278 ; N278 e. 27.6257.46... 16.128889 55.705793 0 279 N279 -28.576604 16 58.112621 0 280 N280 -17.497438.. . :. 19.545158 54.295174 ` - ," 0 281 N281 -21.027073 16 89.680583 282 N282 21.645615.:. ... ...16.23554. 84.537873 0 283 N283 -22.523928 16.377113 79.429638 0 284 "' N284. -23.659481 16.424311 74.370603 0 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 6 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Joint Coordinates and Temperatures (Continued) Label X[ftl Y Iftl Z[ftl Temp IFl Detach From Diap... 285 N285 -17.064624 17.753795 85.50928 0 286 ' „N286 ' ,n'-19 087279 17449147 80.920'087 - .. 0 287 N287 -21.851874 16.86678 76.535561 0 288 N288' _ ,. ,--24.32257- 16.412524. ' 71.864058 0 289 N289 -12.918296 19.554072 81.541469 0 290...- ,: .-: N290 :'_-16:716427 18.567392 77:6.40507 i _ 0: 291 N291 -20.97494 17.416564 73.773497 0 292 N292",; 25.048686 16.377114 69.375263, O. - , 293 N293 -8.596957 21.39698 77.785637 0 294 '"N294 . - -14.385816` 19.649265 74.614449 0 295 N295 -19.996984 17.992703 71.113923 0 296 -, N296 ' 296" ' .-25.837305 , 16.318105 - 66. 6013' ( a ''; N N297 -4.109851 23.278577 74.249816 0 298 1 298.'I' 11.948471 20--.753688, 299 N299 -19.021929 18.561423 68.527184 0 `300 '" N300'_ . b-26.687859- .,' 16.235541 - 64.458488 ". 0 301 N301 0.533424 25.194839 70.94157 0 302<. N302 rr 5:322937 , ' 27.141667 67.867976.. 0 -.. 303 N303 -9.257669 21.939532 . 68.98246 0 305 N30 4 , _8 1 6921 .26 35612 66.205415 0�: 44 65.983496 0 306'.: '' - N306 .27.599734:. 16.12948 62.033252 :y,0 ,, 307 N307 -28.572274 16 59.633252 0 308 ' N308 '�-17.496501 19.541475 ,"63.452932 0 - . Member Primary Data Label I Joint J Joint K Joint Rotate(deq Section/Shape Type Design List Material Design Rules 1 M1 N1 N18 COLS Column Pipe 50KSI Typical F 2 2 N2 , ,°-49" _ 'COLS '' Colun n ' Pipe ':, 50KSI - ,,Typical": 3 M3 N3 N10 COLS Column Pipe 50KSI Typical 4 M4,.- ' N4' N20 COLS Coliimn Pipe. 50KSI Typical .. 5 M5 N5 N11 COLS Column Pipe 50KSI Typical 6 . M6 ",. NQ_ � ,,N12 ._ - COLS' "Column Pipe " 50KSI Typical' 7 M7 N7 N19 COLS Column Pipe 50KSI Typica �8, , M8,,:- N18 N13 EXTENSIONS Beam Pigie -- :: ` 50KSI'' 'Typica 9 M9 N13 N9 EXTENSIONS Beam Pipe 50KSI Typica 10.. ::M1b. . N13 . 1410 EXTENSIONS Beam . Pipe 50KSI' Tvpica 11 M11 N13 N20 EXTENSIONS Beam Pipe 50KSI Tvpica 12 M12- N15 ' N12 .n EXTENSIONS Beam '`� Pipe ':° 50KSI Typica 13 M13 N11 N15 EXTENSIONS Beam Pipe 50KSI Typica 14 - _ M14,- Nl9" N15 .. EXTENSIONS Bean Pipe 50KSI Typica 15 M15 N13 N15 EXTENSIONS Beam Pise 50KSI T •ica 16 M16 N20 IMEN11111.11111111111 EXTENSIONS Beam Pl•e 50KSI , OMI 17 M17 N8 N302 90 PLATES Beam Rectangular D.. 50KSI Typica 18° M18,' N8`` N251", 90 PLATES- ' Beata'Rectangular 0.. 50KSI Typica 19 M19 N9 N157 90 PLATES Beam Rectangular 20 . g 50KSI T sica • �.M20, �- N9:" N205: 90 PLATES. •Bean Rectangular D., 50KSI Typica 21 M21 N 10 N222 90 PLATES Beam Rectangular D... 50KSI Typica 22, - M22 N10., N253 90 PLATES" Beam Rectangular P. 50KSI Typica 23 M23 N20 N279 90 PLATES Beam Rectangular D... 50KSI Typica 24 M24' N21. :'" N155 " > 90 PLATES' Beam Rectangular 0.. 50KSI-' Typica 25 M25 N20 N307 90 PLATES Beam RectangularD.. 50KSI T •ica 26 --M26- .`N11" ' N281MI 90 PLATES"', ` Beam Rectangular D.. ''50KSI Typica 27 M27 N11 N246 90 PLATES Beam RectangularD.. 50KSI T •ica 28 M28 -- N12 N198 90 ° PLATES Beam Rectangular 0 50KSI Typical 29 M29 N12 N229 90 PLATES Beam Rectangular D... 50KSI T •ical RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 7 Company USa Shade and Fabric Structures, Inc. Designer Fernando Job Number CUSTOM THEATER MODEL Checked By: Member Primary Data (Continued) Label I Joint J Joint K Joint Rotateldeq Section/Shape Type Design List Material Design Rules 30- M30 ''— - ..I 9 . :�,''.N'i81�.._._� 90 :a; PLATES" :' 'Beam. Rectangular0.: :.50KSt - Typical 31 M31 N13 N14 MAST Column Wide Flange 50KSI Typical 32 'M32. ,, N14, '. 'N23 _ °" MAST; , Catumn Wide Flange 50KSi 'Typical" 33 M33 N15 N16 MAST Column Wide Flange 50KSI Typical 34 - _ M34.. ' N16 ' _ N24:.. :. MAST.., _' Column.Wide Flange 50KSI y::.Typical 35 M35 N17 N227 90 PLATES Beam Rectangular D... 50KSI Typical 36- ' M36` N17 N274 ' ..:' '' ` "90 : PLATES " Beam, Rectangular D:. ` 50KSI Typical 37 M37 N23 N127 90 PLATES Beam Rectangular D... 50KSI Typical . ''38,, M38,: ' -N2 N89 90 PLATES 'Beam Rectangular D.. ;:50KSI' Typical 39 M41 N24 N104 90 PLATES Beam Rectangular D.. 50KSI Typical 40- :„ >; M42''.. `°N18 -N156`: _ ` . COLS` Column: ;: = Pipe -50KSI Typic I 41 M43 N19 N22 COLS Column Pipe 50KSI Typical N20 N21 .: , 42" -� 'M44 �_- � ti- T COLS. Column t 'Pipe-,::- 50KSI - TyR'cat 43 M45 N156 N25 90 PLATES Beam Rectangular D.. 50KSI Typical '..44 M46. . N22' N33 - -- ' , 90 PLATES` Beam RpctangularU. =50KSI _.Typicai 45 M47 N23 N179 90 PLATES Beam RectangularD... 50KSI Typical 46 : M48.:: ; ;., N24 N184`°; 90 PLATES Seam Rectangular D. 50KSI Typical- 47 M49 N24 N111 90 PLATES Beam Rectangular D... 50KSI Typical 48 M57: '.N174 N156 d ;r - .. 90 . PLATES. . Beams Rectangular D,': ;'50KSI ;'-.Typical .¢ 49 M49A N222 N221 CABLES VBrace Round Default IREROPE Typical 50 ,. : M50 -; N221..;.- N217 - x - GABLES VBrace Round Default IREROPE Typical 51 M51 N217 N213 CABLES VBrace Round Default IREROPE Typical 52 . .. M62 ..:N213:: : N209,;. - .' .:CABLES VBrace Round Default lREROPE' Tvpidat. 53 M53 N209 N205 CABLES VBrace Round Default IREROPE Typical 54y: .., M54,. N205 N206: 4_ CABLES VBrace .Round.Default IREROPE: _typical ', 55 M55 N206 N207 CABLES VBrace Round Default IREROPE Typical 56' :' M56 N207 ::N212- CABLES VBrace _Round Default IREROP- "Typlcai 57 M57A N212 N216 CABLES VBrace Round Default IREROPE Typical 58 M58 : N216. N220, CABLES , VBrace Round Default IREROPE Typical 59 M59 N220 N226 CABLES VBrace Round Default IREROPE Typical 60 <- , M60' ° N226'' N227_- CABLES-.:VBrace :Round;Default REROPE ;Typical 61 M61 N227 N228 CABLES VBrace Round Default IREROPE Typical 62 '- M62 N228 . :°N224` CABLES VBrace Round Default IREROPE : T` :leaf 63 M63 N224 N222 CABLES VBrace Round Default IREROPE Typical 64 .;..;: M64 .. .N157= N161: CABLES -VBrace :RouhdDefault ; IREROPE`` Typical' 65 M65 N161 N165 CABLES VBrace Round Default IREROPE Typical 66 u. M66; N165 N169_ , : CABLES VBrace 'Round Default REROPE ,.T picaI 67 M67 N169 N173 CABLES VBrace Round Default IREROPE Typical ' 68 M68 ; N173. . -N174'' CABLES VBrace Round Default. IREROPE .., Typical.' 69 M69 N174 N176 CABLES VBrace Round Default IREROPE Typical 70. M70.. ' - N176 N180 CABLES -VBrace Round Default IREROPE- Typical 71 M71 N180 N179 CABLES VBrace Round Default IREROPE Typical 72 ..M72. N179` :N178 ' - ; : CABLES VBrace..Round Default IREROPE...Typical • 73 M73 N178 N172 CABLES VBrace Round Default IREROPE Typical 74. M7 ' _N172 - N168: , CABLES :VBrace Round Default l'tEROPE ° Tyeical 75 M75 N168 N164 CABLES VBrace Round Default IREROPE Typical 76= M76 N164 ' `_;N159 - CABLES VBrace ,Round 'Default IREROPE Typical ' 77 M77 N159 N158 CABLES VBrace Round Default IREROPE Typical 78. M78 _ : N158 N157' - : , CABLES VBrace Round Default IREROPE _=Typical_, 79 M79 N89 N88 CABLES VBrace Round Default IREROPE Typical .80,:. ,,, m80... . . ., N88 ` N79 -`,- CABLES VBrace 'Pot nd Default lREROPE ; Typical 81 M81 N79 N70 CABLES VBrace Round Default IREROPE Typical 82: M82 ' - N70 = - N61 - CABLES - `VBrace Round Default= IREROPE Typical 83 M83 N61 N52 CABLES VBrace Round Default IREROPE Typical 84 M84 N52' N43 CABLES . VBrace Round Default' "IREROPETypical 85 M85 N43 N34 CABLES VBrace Round Default IREROPE Typical 86 M86 ' ;': N34 - N25. _ CABLES 'VBrace .Round Default IREROPE .Typical RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 8 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 87 M87 N25 N26 CABLES VBrace _Round Default WIREROPE Typical Iv188! N26 ,' N27 :. . ., ' ,,:: :,CABLES VBr ce'.t?ound t efault yIREROPE Typical`: 89 M89 N27 N28 CABLES VBrace Round Default WIREROPE Typical 90 > M90 ,�: N28 ` N 9 '= '":;: CABLES;;.; VBrace .RoundDefault:\NIREROPE `Typical: 91 M91 N29 N30 CABLES VBrace Round Default WIREROPE Typical 92 '= M92--' f430:__ N31 ,' ' '._.1-CABLES _VBrace Round Defaut(=WIREROPE :Typical 93 M93 N31 N32 CABLES VBrace Round Default WIREROPE Typical 94, '' M94' °N32 N33 :. ,CABLES .VBrace,Round Default WIREROPE F.Typical - 95 M95 N33 N42 CABLES VBrace Round Default WIREROPE Typical 98 M96.: N42 N51 , . ' , CABLES= :VBrace'Round Default WIREROPE-` Typical 97 M97 N51 N60 CABLES VBrace Round Default WIREROPE Typical 98 M98:, „ ° ,N60 4 'N69 ' ' -"CABLES' VBrace Round Default WIREROPE 'Typical 99 M99 N69 N78 CABLES VBrace Round Default WIREROPE Typical . 100 <M10 .. , N78", N87': ` ; ' ' 1 CABLES VBrace ;Round Default'WIREROPE1- :Typical;; , 101 M101 N87 N103 CABLES VBrace Round Default'WIREROPE Typical 102. '` M 102 N l 033 . ,i1104 . _ ;_ CABLES VBrace: =Round Default:WIRROPE ,c Typical 103 M103 N104 N105 CABLES VBrace Round Default WIREROPE Typical 104°, , M104: - N105 r. ,,•°N101 ',' , - . ° CABLES VBrace 'Round DefaultliVIREROPE Typical': : 105 M105 N101 N99 CABLES VBrace Round Default WIREROPE Typical 106 M106 ,,. N99 ,' °N9T> >';, : ' CABLES. VBrace 'Round DefaultPoborVOREROPE, Typical 107 M107 N97 N95 CABLES VBrace Round Default WIREROPE Typical .108 <; M108,: .. '" N95 ::' N90 , _ ` = CABLES' VBrace RoundDefiPit WIREROPE ;Typical;. .109 M109 N93 N91 CABLES VBrace Round Default WIREROPE Typical 110 M110 _ -: ;491.' -; N89. , _ - .CABLES' VBrace:Round Default::WIREROPE :,Typical ; 111 M111 N184 N183 CABLES VBrace Round Default WIREROPE Typical 112 M112 N183 ;__ =N182 '.; CABLES,: ,VBrace Round'Default,WIREROPE,_ Typical` 113 M113 N182 N181 CABLES VBrace Round Default WIREROPE Typical _ 114 M114<: N181 ' N18 CA LES ..,VBrace t;ound(3ef uiI ER PE.=,:'lypioal 115 M115 N185 N189 CABLES VBrace Round Default WIREROPE Typical 116= M,116v:_ " 'N189_ N193 CABLES ' VBrace ,Rourgitilf4ilt WPEROPE° Typical- 117 M117 N193 N197 1 CABLES VBrace Round Default WIREROPE Typica 118 _,<,,M118. -N197 ' t °'198 ... - CABLES ` :VBrace,Round Default)NlRE'ROPE Typica. , - 119 M119 N198 N200 CABLES VBrace Round Default WIREROPE Typica 120 ''-''M120:_ ,,. ...; 1200 N204, : CABLES:. _VBrace.. Round Default WIREROPE Typica 121 M121 N204 N203 CABLES VBrace Round Default WIREROPE Typica 122 ," MM122' 4,, -:N208 ° ' N202 ; ; CABLES: ;VBrace'`Round Default WIREROPE:, ,Typica 123 M123 N202 N196 CABLES VBrace Round Default WIREROPE Typica 124 w M124 },N 196' N197 ' ` CABLES VBrace:,. Round pefault'WIREROPE' Typica 125 M125 N192 N188 CABLES VBrace Round Default WIREROPE Typica '128 ' ,M128 N188, _,. :14184: CABLES VBrace. Round Default VlRFtOPE` `Typica 127 M127 N251 N250 CABLES VBrace Round Default WIREROPE Typica 128 M128'" "N250, N244 CABLES ,VBrace Round Default W1REROPPE . Typica 129 M129 N244 N240 CABLES VBrace Round Default WIREROPE Typica 130 ,.. M130 N240` --N236 ; _': CABLES- VBrace 'Round tie fault...WiREt OPE, Typica ., • 131 M131 N236 N231 CABLES VBrace Round Default WIREROPE Typica 132 _..;-..M;i32, ;. N231-. 1 230 ' 'CABLES VBrace Round Default WIREROPE..- Typica ' 133 M133 N230 N229 CABLES VBrace Round Default WIREROPE Typica , 134_'`' M134 `:- N229 N233 _. .;_ : CABLES ,VBrace Round:Default WIREROPE =,Typica 135 M135 N233 N237 CABLES VBrace Round Default WIREROPE Typica 136 M136 N237_—�' ` 241 _- �: � CABLES. :'race ..PoUnd Default SNIf�Ft�7P '['E ypica 137 M137 N241 N245 CABLES VBrace Round Default WIREROPE Tvpica 138 ` M138 N245 .::"= N246. _.. , -__ : CABLES VBrace:`Round_D'efault WIREROPE Typica 139 M139 N246 N248 CABLES VBrace Round Default WIREROPE Typica _.140. : ,M140" " ,.,N248` ,.'N252 ;...., '.' CABLES VBrace Round Default WIREROPE Typica 141 M141 N252 N251 CABLES VBrace Round Default WIREROPE Typica -142°- , ; M 142 _' N28,1..: N282 ' - CABLES 'VBr ce Round Default WIREROPE--Typica 143 M143 N282 N283 CABLES VBrace Round Default WIREROPE Typica RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 9 Company : USa Shade and Fabric Structures, Inc. : Fernando Job Number CUSTOM THEATER MODEL Checked By: Job Number Member Primary Data (Continued) Label I Joint J Joint K Joint Rotatedegl Section/Shape Type Design List Material Design Rules ' , : CABLES, ,VBrace Round Default:,WIREI OPEE Typical.:. 144 M1:44=_ N288 ' N288� CABLES VBrace, Round Default WIREROPE Typical 145 M145 N288 N292 . CABLES , VBirace. Round Default WIREROPE :.. Typical 147 M147� N296�N29 N300 CABLES VBrace Round Default WIREROPE Typical 147 M147 30 N300 ',Round Default WIREROPE Typical 148 ° M148 � N30�! � ,�-N806 ;. � : � '�� �� CABLES��„�VBrace , YP 149 M149 N306 N307 CABLES VBrace Round Default WIREROPE Typical _ _ . . `Round.Default'WIREROPE.., T pical` 15t� ' M150.: �. _: N307 N30g:, ,. _� CABLES' VBrace: Y 151 M151 N308 N304 CABLES VBrace Round Default WIREROPE Typical ., °; CABLES, VBrace Round Default WIREROPE, Typical 153 M153 N304N2 N30 CABLES VBrace Round Default WIREROPE Typical 153 M 15 N302 N3019 �CABLES: 'VBrace, Round Default.WtIREROPE. Typical 154 M154 N30 l N297 CABLES VBrace Round Default WIREROPE Typical 155 M155 N297 N293 , Round Default WIREROPE. ,Typical °156 �__ �'M156 -�' '' N6 N2$9 : z , CABLES -VBrace � y 157 M157 N289 N285 CABLES VBrace Round Default WIREROPE Typical 'Round Default WIREROPE, T ypical E CABLES VBrace' y '158 ` M159 F` N289 N278 159 _ M159 N279 N278 CABLES VBrace Round Default WIREROPE Typica 160 ` 'M160 ` N278 . N272. _ ` CABLES VBrace..Round Default WIREROPE Typica 161 M161 N272 N268 CABLES VBrace Round Default WIREROPE Typica 162 M 162 N268 . N264 CABLES VBrace Round Default WIREROPE, Typica 163 M163 N264 N260 CABLES VBrace Round Default WIREROPE Typica CABLES `1VBrace Round Default.WIREROPE _ Typica 165 M165 N255 N254 165 M16 N25 N254 CABLES VBrace Round Default WIREROPE Typica Round Default WIREROPE , Typica 166 _ � M166= � ;;EN254' " N253 � � -CABLES VBrace � y _167 M167 N253 N257 CABLES VBrace Round Default WIREROPEI Typica 168 -' M168 ' _'N257.; N261 - CABLES_ .VBrace Round Default.WIREROPE Typica 169 M169 N261 N265 CABLES VBrace Round Default WIREROPE Typica _ CABLES.. VBrace Round,Default WIREROPE . Typica 171 M171 N279 N273 17 M17 N269 N273 CABLES VBrace Round Default WIREROPE Typica Round Default WIREROPE Typica 172 M172= N273 `_'"N274 CABLES-� VBrace y 173 M173 N274 N276 CABLES VBrace Round Default WIREROPE Typica �: .WIREROPE " Typica 174 =� M17 N28 N2 CABLES °VBrace Round Default CABLES VBrace Round Default WIREROPE Typica 175M175N280 N2794 Round Default WIREROPE Typica ���. M176, ,� �N155 °°` `�N148 � � � CABLES VBrace 177 M177 N148 N147 CABLES VBrace Round Default WIREROPE Typica 178.. M178 , N147 ° N145 . . ' CABLES' ,VBrace.Round Defaiilt WlRERQPE Typica 179 M179 N145 N133 CABLES VBrace Round Default WIREROPE Typica CABLES ,VBrace. RoundDefaultWiREROPE Typica 1801 M1801 N1313 N12931CABLES VBrace Round Default WIREROPE Typica 181 M 181 N 121 N 129 1$2 M182: : Round Default WIREROPEIRE N129"` ' N127 _` � CABLES VBrace ROPE Typica 183 M183 N127 N126 CABLES VBrace Round Default WIREROPE Typica 184 M184 N126 N122 £ ` CABLES .VBrace Round Default WIREROPE Typica .. CABLES VBrace Round Default WIREROPE Typica 185 M 18 N 11822 N 1 N1080 CABLES ,VBraceTypica . . 187 M187 N106 N 111 1 CABLES VBrace _Round Default WIREROPE Typica • 187 M187 N106 CABLES VBrace Round Default WIREROPE Typica 189 M189 N111 189 M18 N1110 N113 N113 CABLES VBrace Round Default WIREROPE Typica 190 M190= N113 ( 115 ' ' CABLES. .VBrace Round Default WIREROPE` Typica 191M191 N115 N117 CABLES VBrace Round Default WIREROPE Typica ' 192 °-�6 M192 -� �= N117 '� ` N14' �, � _ CABLES: �VBrace. `Round Default; WIREROPE � Typica CABLES VBrace Round Default WIREROPE Typica 193 M 193 N 134 N 145 Round Default WIREROPE T pica 194��� . � M194� ' � N135 'l4 � . 'N � �� � �� � ,CASLEB- VBrace y 195 M195 N149 N155 CABLES VBrace Round Default WIREROPE Typica RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 10 Company USa Shade and Fabric Structures, Inc. Designer Fernando Job Number CUSTOM THEATER MODEL Checked By: Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Ru... A[in2] lyv jin4] lzz fin4l J[in41 1 COLS HSS10X10X4 Column Pipe 50KSI Typical 8.945 141.101 141.101 219.548 2 CABLES 3/815 . VBrace °` Round Default /IREROPF ;Typical- .11 15 < 15 15 -' 3 PLATES 1.25 x 10 Beam Rectangular Default 50KSI Typical 12.5 104.167 1.628 5.998 4 EXTENSIONS. HSS10X6X4 Beam" : Pipe 5OKSI Typical 7.085 44.045 96,73 96.49 5 MAST HSS10X0.312 Column Wide Flange 50KSI Typical 8.88 105 105 , 209 General Section Sets Label Shape Type Material A jin2] lyy[in4] Izz[in4] J jin4l 1 RIGID None RIGID 1e+6 1e+8 1e+8 1e+6 Joint Boundary Conditions Joint Label X jk/in] Y[k/in] Z[k/in] X Rot.[k-ft/radL Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Footing 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N2 Reaction Reaction 2 Reaction Reaction Reaction , Reaction 3 N3 Reaction Reaction Reaction Reaction Reaction Reaction 4 N4 Reactions ; Reaction = Reaction Reaction ' " Reaction Reaction 5 N5 Reaction Reaction Reaction Reaction Reaction Reaction 6 N6 _ Reaction. Reaction Reaction Reaction " - Reaction Reaction 7 , N7 Reaction Reaction Reaction Reaction Reaction Reaction Load Combinations Description Solve PD...SRSSBLCFac...BLC Factor BLC Factor BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 1 DL+LL Yes C 1 1 2 1 2 .6DL'+W(+XA1. Yes C 1 .6 V 3 1- ,;. 3 .6DL+W(+XB) Yes C 1 .6 4 1 4 .6DL:+'W(-XA)^ Yes C 1 .6_ 5 1.. 5 .6DL +W(-XB) Yes C 1 .6 6 1 6 .6DL'+;UPLIFT. Yes " 1 e`.6_ 7 1 _ _ 7 DL+ LL+W(+XA) Yes C 1 1 2 1 3 1 8 DL+LL+W(+)<B)";, es C 1 1 2 1 _ 4 1 9 DL+LL+W(-XA) Yes C 1_ 1 2 1 _ 5 1 10 DL°:+LL,+W(-XB)" . Yes C 1 1 2 1 6 1 Envelope Joint Reactions Joint X[k] Ic Y[k] Ic Z[k] Ic MX[k-ft] Ic MY[k-ft] Ic MZ jk-ft] Ic 1 N 1 max 2.536 4 7.762 _7 3.071 10, 48.868 _10 .855 8 _ 50.462 7 2 min. .- -3,413 7 -4.977 _6 -1.951 - _3 . -37.585 3 -.892 10 -40.096 4 _ 3 N2 max 2.431 4 6.601 10 3.708 10 54.176 10 1.402 2 41.916 7 4 min 2,535 7> -4.88 6 -2.609 3 " -41'.161 3 -1..71 9 - -39.301` 4 5 N3 max 2.797 9 6.577 9 2.696 10 40.837 10 .202 6 38.695 2 min -2.38 2 , -3.168 6 -2.033 3 '; =34.406 3. -.655 ` 9 -43.474 :9 7 N4 max 3.962 9 7.431 9 2.226 5 35.899 10 .228 10, 43.011 2 S . Min =2.85 ,:. -5.649 .: 6 -2.23 3 -35.969 ,8 .212 3 53.824 =,.9. 9 N5 max 2.796 _ 9 _ 6.767 9 2.025 _5 34.357 _ 5 .697 9 38.729 _2 10 F.. min -2.374 2 -3.316... 6 -2.698 8 "-40,979`' 8 -.214 6 -43.648 9 11 N6 max 2.443 4 6.359 8 2.591 5 40.965 5 1.679 9 42.095 7 12 min -2.574 7 -4.521 6 -3.675 8 -53,915 8 -1.295 2' -39.318 4 13 N7 max 2.668 4 7.901 7 1.959 5 37.688 5 .557 3 51.04 7 14 Mill' -3.497 7 -5.1 ' . 6 -3.082 8' -49.318 8 -.81 10 `-41.235 4 15 Totals: max 18.226 4 37.769 _ 9 16.004 _ 10_ 16 min. -18.226 ..7 ., -31.61 6 -16.004 8 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 11 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number CUSTOM THEATER MODEL Checked By: Hot Rolled Steel Design Parameters Label Shape Length... Lbyy[ft] Lbzz[ft] Lcomp to...Lcomp b... Kw Kzz Cm-w Cm-zz Cb v swavz sway Function Lateral 1 M1 COLS 26 a era 2';" M2� ' COLS ,. 26. _.., �; � � Lateral 3 M3 COLS 26 Lateral 4 - - r x M4� ` COLS � t3' � � � Lateral 5 M5 COLS 26 Lateral 6 > M6., COLS- , 26 .. . . - Lateral _„ 7 _ M7 COLS 26 - Lateral- 8 M8 _ EXTENSl,..3 i608 Lateral 9 M9 EXTENSI...20.127 Lateral 10'� " M10�� ",EXTESI...�.38.015 v -: ���. � � Lateral 11 M11 EXTENSI...38.398 Lateral x: 12 � _.M1 = EXTEN$I.•..2tt.127v "". .. �:- _2 .. � Laateral 13 M13 EXTENSI...37.781 L teral 14 , M14 EXTENSI...36 607 Y 15 M15 EXTENSI...17.388 . Lateral 1. MI6 = EXTENSL. 38�30� Lateral Lateral 17 M17 PLATES 1.333 �, Lateran 18�. ..u,M18 PLATES;=1.333 = ,. Lateral 19 M19 PLATES 1 Lateral' 20' M20 PLATES �. Lateral 21 M21 PLATES 1 Lateral 22 M22 PLATES 1 _Lateral 23 M23 PLATES 1 Lateral 24 M24 ' PLATES 1 ; Lateral 25 M25 PLATES 1 Lateral 26 M26 PLATES s 1 _ Lateral 27 M27 PLATES .738 Lateral 28 M28 PLATES 1 - Latera 29 M29 PLATES 1.007 Latera 30 r M30 PLATES_ 1 Latera 31 M31 MAST 1 Latera 32 M32 MAST 4 Latera 33 M33 MAST 1 , Cetera 34 M34 MAST .4 - Latera 35 M35 PLATES 1.333 _ Latera 36 , M36 PLATES 1.333 Latera 37 M37 PLATES 1.333 Latera 38 _ M38.. PLATES 1;333 Latera 39 M41 PLATES 1.333 4O M42 . COLS. 2 LateraLatera 41 M43 COLS 2 Latera 42 M44 COLS =2 _ - Latera • 43 M45 PLATES 1 � 44 M46 PLATES: ,1 . . ' LateraLatera 45 M47 PLATES .667 r .: ' -46 -`' M48 PLATES 1.333 . . - Latera Latera 47 M49 PLATES 1.333 Latera 48.. M57 PLATES 2.358 Latera 49 M49A CABLES 5.51 Latera 50 M5a' CABLES 5.51 - 51 M51 CABLES 5.51 Latera 52: M52 CABLES 5.51` Latera 53 M53 CABLES 5.51 Latera 54 M54, CABLES 3.163, "" Latera 55 M55 CABLES 3.163 Latera 58 M56 CABLES.5.066: . RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 12 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lbyy[ft] Lbzz[ft] Lcomp to...Lcomp b... Kvy Kzz Cm-vy Cm-zz Cb y swayz sway Function 57 M57A CABLES 1.903 58 M58-' CABLES,,, .903. Lateral 59 M59 CABLES 1.903 L feral 60` M60 CABLES 1;903 _ Lateral 61 M61 CABLES 12.087 Cetera# 62 M62 CABLES I2.Q 7 , Lateral 63 M63 CABLES 12.087 Latera# 64 _M64� AES,6.505ateral : Lateral 65 M65 CABLES 6.505 ' 66` M66 CABLES 6.505 Lateral Lateral 67 M67 CABLES 6.505 Lateral 68 M68' ,CABLES 6.505' _69 M69 CABLES 12.337 Lateral 70. ��M70 CABLES< 17 Lateral ,. a 71 M71 CABLES 12.337 Lateral 72" M7 " .CABLES'2.229� Lateral 73 M73 CABLES 2.229 ,,, Lateral 74" M74 CABLES2: 20 Lateral Lateral 75 M75 CABLES 2.229 76 M76: CABLES 5.9.41 Lateral 77 M77 CABLES 3.714 Lateral 78M78' CABLE S .714 Lateral 79 M79 CABLES 4.539 Lateral 80 M80 CABLES 4.539 Lateral 81 M81 CABLES 4.539 Lateral 82 M82 ;CABLES 4.539 Lateral Lateral 83 M83 CABLES 4.539 84' M84 CABLES=4.53&�": Lateral 85 M85 CABLES 4.539 Lateral 86 M86 CABLES 4.539 . r. _Lateral 87 M87 CABLES 4.476 Lateral 88: M88 CABLES 4.476 Lateral 89 M89 CABLES 4.476 - Lateral 90s M90 CABLES:4.476;" Lateral 91 M91 CABLES 4.476 Lateral: 92�.. _ M92 CABLES 4:476 Lateral Lateral 93 M93 CABLES 4.476 94: M94 CABLES"4:476' Lateral 95 M95 CABLES 4.538 Lateral 96 M96.s CABLES 4.538 Lateral 97 M97 CABLES 4.538 Latera 98 M98 CABLES 4.538 - Latera 99 M99 CABLES 4.538 Latera 100 " M100 °CABLES 4:538 Latera 101 M101 CABLES 4.538 Latera 102 °"M102 CABLES,4.533 - . Latera _103 M 103 CABLES 1.988 Latera 104' M104 CABLES: °1":988 Latera 105 M105 CABLES 1.988 -atera 106 r"M106 CABLES "1.988 ..: Latera Latera 107 M107 CABLES 1.988 108 ` M108 CABLES 1:488 Latera Latera 109 M109 CABLES 1.988 110 M 11D" CABLES 1: 88 Latera Latera 111 M111 CABLES 12.217 112 M11 :' CABLES .1 .21 Latera 113 M113 CABLES 12.217 Latera Latera RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 13 Company USa Shade and Fabric Structures, Inc. Designer Fernando Job Number CUSTOM THEATER MODEL Checked By: Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lbwlftl Lbzzlftl Lcomp to...Lcomp b... Kvy Kzz Cm-vv Cm-zz CID y swavz sway Function �: �; "� : ;_: -. Lateral 114 M114 "CABLES 6. 7'- - Lateral 115 M115 CABLES 6.567 Lateral 116 M116 CABLES 6.567 Latera 117 M117 CABLES 6.567 118 - M118 CABCABLES6,567 - ; Latera 119 M119 CABLES 3.65 Late 120. M120 CABLES 3.65` .• �_, ra 121 M121 CABLES 3.65 � Latera . 122 M122 CABLES 2.19 -` LateraLatera 123 M123 CABLES 2.19 Latera 124. M124 CABLES_:2.19 125 M125 CABLESm 2.19 Latera Latera 126' M126 CABLES'2.19 _ Latera 127 M127 CABLES 1.897 Latera 128 M128 CABLES 1.903 '" ,- 129 M129 CABLES 1.903 Latera 130 ' M130 CABLES 1.903 _. Latera a 131 M131 CABLES 5.066 Latera Latera 132 : M132 °CABLES.3.163 - ate a 133 M133 CABLES 3.184 Latera 134 'M134, CABLES 5 485 Latera 135 M135 CABLES 5.51 - _ ��; � �; r 136 :.M136` CABLES- 5.51 _ �- LateraLatera 137 M137 _CABLES 5.51 Latera 138 M138. CABLES 5.51 Latera 139 M139 CABLES 12.087 ,_ _. � -� 140 M140" CABLES-;12.097 � Latera 141 M141 CABLES 12.085 Latera . Latera 142 M142 CABLES 5.185_ Latera 143 M143 CABLES 5.185 144, M144 CABLES-7.777 y Latera 145 M145 CABLES 2.593 Latera 146 M146 CABLES 2.593 ' Latera 147 M147 CABLES 2.593 Latera 148�'.. M148 GABLES 2.593 Latera 149 M149 CABLES 2.593 , Latera `150 M155._ CABLES 12.239 Latera 151 M151 CABLES 12.239 Latera 12.239 - - Latera 152�� M152 GABLES, ' � � � � � � Latera 153, M153 CABLES 6.015 Latera 154 M154 CABLES .6.015 N Latera 155 M155 CABLES 6.015 Latera 156 M156 CABLES 6.015 Latera 157 M157 CABLES 6.015 Latera 158 M158 CABLES.6.015 _ _ - _ Latera 159 M159 CABLES 2.591 Latera 160 M160 CABLES 2.591 Latera 161 M161 CABLES 2.591 .�: . 162 M162 CABLES'2.591 Latera 163 M163 CABLES 2.591 ' r Latera Latera _ " 164' M164' CABLES-7.771 ;3 165 M165 CABLES 5.182 Latera Latera _ � 166 M166" CABLES 5.182 Latera 167 M167 CABLES 6.055 Latera 168 M168�., CABLES 6.055 " Latera 169 M169 CABLES 6.055 Latera 170 M170.:. CABLES'6:055 '.. . RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 14 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Hot Rolled Steel Design Parameters (Continued) Label Shape Length... Lby[ft] Lbzz[ft] Lcomp to...Lcomp b... Kyy Kzz Cm-yy Cm-zz Cb v swayz sway Function 171 M171 CABLES 6.055 Lateral .172 M172'.CABLES; 6.055 ,„::. -.; ,. Lateral 173 M173 CABLES 12.243 Lateral 174. .:'M174' CABLE 12 243 ,, ,- ,... _ Lateral 175 M175 CABLES 12.243 Lateral " 17 '',M176,,.=+CABLES 9 53.,: ;_, - , '. Lateral' 177 M177 CABLES 4.645 Lateral 178 M178 CABLES:4.646 , :' ;: Lateral 179 M179 CABLES 4.705 Lateral "180 ,M180 CABLES'4.704' _ Lateral,. 181 M181 CABLES 4.704 Lateral 182 ''' M182 :CABLES 4.705 . ,' ' teral 183 M183 CABLES 2.568 Lateral 184 M184CABLES,2 567 ... ; -- . , _ °;: Lateral 185 M185 CABLES 2.568 Lateral 186- .M186 °CABLES 2:568 - Lateral:: 187 M187 CABLES 2.568 Lateral 18 : M188`. CABLES,2.568 v:. ;. ° _ Lateral 189 M189 CABLES 4.702 _ Lateral 190 ` M190 CABLES .4.702 :.:._ ... , Lateral 191 M191 CABLES 4.702 Lateral 192G- M192 CABLES'4.702 -_:: ,- Lateral 193 M193 CABLES 4.641 Lateral 194.'` M194-:=:CABLES.4.641 Lateral, 195 M195 CABLES 9.526 Lateral Envelope AISC ASD Steel Code Checks Me... Shape Code Check Lo... Ic Shear... Loc(ft] Dir Ic Fa[ksi] Ft[ksii] Fb..Fb...Cb Cmy Cmz ASD... 1 M1 HSS10... .890 0 7 .046 0 z 10 19.3 30 30 30 2.3 .378 .85 H1-2 2 ''. M2 HSS,10-,,. .852 `° _. - 0. . 10 .053 ` 0- _t,,10 18.397' 30 30_30 1217=:85 .44 H1-2 3 M3 HSS10... .778 0 10 .040 0 v 9 19.3 _ 30 30 30 2.3 .85 .241 H1-2 4 __ M4 HSSIt1... .800 _ 0 9 .044 0 y 9 18401 30 30 30.2.3: .248":85 H1-2 5 M5 HSS10... .780 0 9 .040 0 v _ 9 19.3 30 30 30 2.3 .388 .85 H1-2 6 = 0M6 HS3I .... .839, ; _0 8 �.051 _0 z 8 18.408 ;30,; 301302.28 .85 421 H1-2 7 N17 HSS10... .911 0 7 .047 0 v 7 19.269. 30 30,30 2.3 .367_.85 H1-2 - 8 M8 HSS 0,..= = Y .653 ' 0 7_ .082 36.6. y :, 8' 4.811 : 30 30 30 2.005,823_.85_H1-1 9 mg HSS10... .613 20.... 10 . .095 20.1..._ v 7 15.424 30 30 33 _2.3_632_.85 H1-2 10. M10 KSS10.. :605 38,... 9 ,040 ,38.0... y _ 9.4,461 .30- ,30 30 2,219.416_.85 H1r..1 11 M11 HSS10... .326 38.... 4 .050 38.3- v 8 4.373 30 30 30 2.134.252 .85 H1-1 12 M112HSS10: .616 20..,,;8 .095 '20.1::.° .y 7 15.424 30; 30- 33 2.28 .46_.85 H1-2_ 13 M13H3310... .626 0 9 .041 0 v 9 4.517 30 30 30 2.216,407 .85 H1-1 14':MI HS,S10.. .581 - 0 7'' .080 36,6...... y 10 4,811 30 _30, 30 1. 8.916 .85 H1-1_ 15 M15H5310... .073 8.3... 7 .018 0 v 10,18.266 30 30 30 1 .502 .85 H1-1 16 Ml6HS610.: ' .353 0 _v 4 .050 0 y ; 10 4.375; 30 3 30 1099.247,85_H1-1 17 M171.25 x 10 .330 0 6 .045 0 z 8 25.209 30 33 37.51.038 .85 .876 H2-1 18 ,Ml•1.25x10 .142 _ 0 . 10 ,072 0' y 7 25.209' 30 33 37.51.267',85 _932 H2-1 19 M191.25 x 10 .548 0 10 .386 0 v 7 26.742 30 33 37.51.184 .85 .488 H2-1 20_ M201-_25 k 10 :-.,',1 522.. __ .0 ,°° 7 .293 ._ 0 .;y; 10 2e;742 30 33 37 51:074 .85 ',244 H2-1: 21 M211.25 x 10 .350 0 9 .170 0 y 7 26.742 30 33 37.51.042 .85 .459 H2-1 22 M221;25 x 10 .373 ,.; .1.. 6 '_. .297 :'' 0 y .8,, 26.742 30 33,.37.51.083 .85145 H2-1 23 M231.25 x 10 .414 1 6 .201 0 z 10 26•742 30 33 37.51.079 .85 .529 H2-1 24. M241,25x10 : -.183: .<; _ - 0 6 .099 0 ; z 10 26.7427 30 33 37.51.213 ,85_622 H2-1 25 M251.25 x 10 .419 1 6 .196 0 z 8 26.742 30 33 37.51.08 .85 .502 H2-1 26 M261. 6 x 10 .:> .383 1 6 .296 0 y t°10 26.742 30 .33 37.51.084 .85_471 H2-1 27 M271.25 x 10 .365 0 9 .280 0 y 7 27.8 30 33 37.51.032 .85 .467 H2-1 28 M281.25 x 10 -.554 '.' 0 8 =.435 0 :- y -7_:..26.742 30 33 37.51.124',85 AG H2-1, RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 15 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Envelope AISC ASD Steel Code Checks (Continued) Me... Shame Code Check Lo... Ic Shear... Loc ft Dir Ic Fa ksi Ft ksi Fb..Fb...Cb Cm Cmz ASD... 29 M291.25 x 10 .526 0 0 .294 0 EN 8 26.713 30 ®®1.071 .85 ®H2-1 30 M30 _�. .�.4 �; 10 0 8 26. 2 30 �3®��.8 .896= 31 ®Hss1o... .438 ®N .118 0 III 9 29.766 30 ®® I .774 H1-2 METIPIEH o :,,, .377 ® .078' "��0 8 ... 901� .30 ® .399 • c ON ®HSS10... .403 ®EI .141 0 33 N 9 29.766 30 ®0.694®H1-2 34_CMHSS10 .-�.415 , .4 6 .099 0 EEO 890 0 ISIBIMICEPTIFEECTIFI 35 ®1.25 x 10 .149 0 8 .082 0 gi0 25.209 30 ®®® .85 .952 H2-1 6 M361.25 x 10 346 ' ' 0 - 6 042 0 Ea io 25.209 a 30 MBE= ,86:IMMO 37 ®1.25 x 10 .169 ®M .156 0 rip 25.209 30 ®® +�, .85 ®H 1-2 38.;; M381.2,5 x 15 0 6 .263. DEM 9 25.209 30 RIME 85 .566 39 M411.25 x 10 .519 0 6 .360 Mrs 6 25.209 30 ® +�, .85 .274111351 40 M.HSS1o,.. .694 t 6 IMEIBIORVIIIII131 29.577 30°- 30 30 OCE2.952 = -[J 41 M43 HSS10 .581 © 6 .049 0 ©©29.577 30 30 30 00.986 .86 H2-1 4 M44 [: 10 ;' 144 .: F� 6 .074 .;0 ;:6 29.677 30 30";30 1455.4.0905E1 43 M451.25 x 10 806 II 6 .338 0 Rs 8 26.742 30 ®® .85 .616= 44 g ., 10 - .694 NI 6 .29 ._ 0 INI10 26,742 30 ®® L ,85MIRO 45 M471.25 x 10 .435 0 8 .183 0 VI 8 28.067 30 ®® +•' .85 .736 H1-2 46 _M4880313131.11111111MIIMMISI 0 10 INEEMI 0fill 9 25.209 30 ®®1.181<.85 PR= 47 M491.25 x 10 .158 0 8 .171 0 IM1101 25.209 30 ®®1.08 .85 .442® 48 1=1 25 x 10 .533 'MKS `.139 0 ® 8 19,326 ;F 30 mM +• .85Erma 49 M4... 3/8 15 .470 ®© 9.999 5.51 Mop 50.686 51.6 64.564.5C,.238 .85 H2-1 50..M50 3815 _468 MU 9.999 :0 - NN®50.686 ",51.6 64.564.5E.962_.8 5ono ®® 3/8 15 .494 0 10 9.999 0 ME 9 50.686 51.6 64.564.51E .781 .85 H2-1 ®EM 3/815 '" .565._- 0 10 9.99* RIMININI 0.686 51.6 64.564.5 ++^.854 ®®3/8 15 .588 0 9 9.999 ®= 8 50.686 51.6 64.564.5E3.586 85 H2-1 54 .M54 3/8`15 .336 9.999 0 ®El 51.10t 51.6.64.6ME1:061WEI.,.85IFNI ®® 3/8 15 .327 ® 6 9.999 0 11111E151.101 51.6 64.564.5110E,474 .85 H2-1 56 �� /8.1 '� 5.0.. 9 9,999 0 =Nan 50�767 51.6 64.564.5 ; 501 mem ®®3/8 15 .379 1.9.. 9 9.999 0 mu 51.309 51.6 64.564.5 ++ .869 .85 H2-1 58 M58 3/8 f 5 .348 1.9.. 9 9.999 1.903®°9 1.309: 51,6 64.5 64,5 95 .85OEN 59 M59 3/8 15 .326 1.9.. 10 9.999 1.903 im 8 51.309 51.6 64.564.51.071.395 .85 H2-1 60 MI3/815 .,:<.. .314 1.9.. 10 9.999 1,903MN 8 51'309 5'1.6 64.564.5 +•• 492 .85 ma 61 M61 3/8 15 .305 0 10 6.737 12.0...- 6 49.325 51.6 64.564.5E2® .85 H2-1 62 M62 3/815 '� .340, 0 V 9.999 0; ma"49.32 51.6 64.5 64, .02.748 .85mgg 63 M63 3/8 15 .453 0 © 9.999 12.0...- 10 49.325 51.6 64.5 64.51.41 .85 UM 64 31M:3/8.15 .6,0 ``' 6.5..Va 9 999 0 11111 8 50.498 :51.6 13E64 MEM .85 OM 65 M65 3/8 15 .668 6.5..Va 9.999 0 IIII 8 50.498 51.6 64.564.51.04.946 .85 66 M66 3/8_15 .674 0 WA 9.999 8585161 8 .5049851...6 64.5 MIME.747 .85 67 M67 3/8 15 .499 0 10 9.999 0 usi8 50.498 51.6 64.5 64.51.29.644 .85 111151 68.. M68 3 8 5 .447 0 10 9.999 6.5051111 8 50.498 t51.6 64.564.51.391�C 69 M69 3/8 15 .409 13;11 9 9.999 0 11111 8 49.268 51.6 64.564.5E16.554 .85 H2-1 70 170 3/8'1'6 MUMMER 9.999 MEI 8 '49 268 1,6 64.,5 64.5ELLE .93 .8 6,Ifrall 71 ® 3/8 15 .328 BE 9 9.999 12.3...- 8 49.268 51.6 64.564.5®,902 .85 IIIMI ®3/8 15 .305 0 .10' 9.999 0 IN 8 51.256.51.6: 64.564.51`.05,702 .8a t 73 ® 3/8 15 .313 0 10 9.999 0 1.11 8 51.256 51.6 64.564.5 +�,•^' M .85 H2-1 74` M74 3/815 .3 {1 0 6 8.827 : 0 an 8 5 56'51 6 64,564.5ICE,959=:35 filial 75 ®3/8 15 .367 0 6 9.999 2.229 9 51.256 51.6 64.564.51 031.868 .85 H2-1 76 M76 3/8 15 .470 0 .: 6 9.999 5.941 11111 9 5060 " 5.1.664.5645 + •;658 .85 ME 77 ® 3/8 15 .461 0 6 9.999 3.7141111 g 51.007 51.6 64.564.5w,799 .85 H2-1 78 Iv178'3/315 ° '.389_ "' 0 6 : 9.999 3.714 Vail 51.r007 51.6 64.564 EBEINIMMINNI 79 M79 3/8 15 .458 0 MI 9.999 4.539El 6 50.862 51.6 64.564.5ZZ.417 .85 H2-1 80 M80;3/8.1 ' "_" . .398 (} 9.999 4.539 6 50.86 . 51.6. 64 564.5 a.974 .85 81 M81 3/8 15 .361 0 � 9.999 4.8391.1 6 50.862 51.6 64.564.5 .85 H2-1 82 M82 3/8 15 IIIIMINIEMIIIIM1 0 m 9.999 4.539 V 6 °50.862 51.6°11E64.51.29.805 .85gag 83 M83 3/8 15 .327 0 6 9.999 4.53911111 6 50.862 51.6 64.564.501E.904 .85 H2-1 84 M84 3/815 345 _ 0 6 9..17 4.539 Va151 50.86 51.6 64.5 64.51 08..909 1IMffi 85 M85 3/8 15 .345 0 6 9.999 0 1111 6 50.862 51.6 64.564.5®.348 .85 H2-1 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 16 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Envelope A/SC ASD Steel Code Checks (Continued) Me... Shape Code Check Lo... Ic Shear... Locfftl, Dir Ic Fa fksil Ft fksi Fb..Fb...Cb Cmv Cmz ASD... 86 M86�3/8..15°." 1-:339 r 0.. 6...' 9.999 .:9.... y ,- 50.862, 1.. 64, 4.51465 . 1 5 H2-1:: 87 M87 3/8 15 .370 4.4... 7 0.999 4.476 6 50.873 51.6 64.564.51.421.868 .85 H2-1 88`M88 3/815 .412 4.4 7: 9. 99 4 476; ,:8 6£1,873 51.6-;64:5 64,5;2.3 .45 .85 H2-1 89 M89 3/8 15 .437 4.4... 8 9.999 0 6 50.873 51.6 64.564.51.098.923 .85 H2-1 <.99.. M91'x..3/8'1S. ,_ _ * ,.._ .445 ; n 4,4..,:.8 9.999 ' ,, 6 50:81,3. 51.6 64:, 64.51.27,811_.85 H2-1 91 M91 3/815 .446 0 10 9.999 0 , 6 50.873 51.6 64.564.51.329.777 .85 H2-1 92 M92 31815 .456:° . '0 10 .9.999, 0 6 50.873 51.8 64.564.51.418719,,85 112-1 93 M93 3/8 15 .463 0 10 9.999 0 6 50.873 51.6 64.564.51.595.542 .85 H2-1 94 M94 3/8 15 '`441 40 '10:=9999 tO :.,, 6 50.873-,51:5 ;64.5 04.50.71 .857_.85.H2-1.. 95 M95 3/8 15 .379 4.5... 6 9.999 0 9 50.862 51.6 64.564.51.109.465 .85 H2-1 96 M96 3 815 .38. 4,5- 6 '9.999 4538 .,,, 6 50-862 "51.8 64; 64:5159955,71*: :85 H2-1 97 M97 3/815 .347 4.5... 6 9.999 4.538 6 50.862 51.6 64.564.51.369,669 .85_H2-1 ' 95 M98 31815.. .337> `' ,,4.5_. 7 9.999_ 4.538 i ,.6 50.8 2 '51,6 64.554.51.19 .814.185 H2-1 99 M99 3/815 .372 4.5... 7 9.990 4.538 6 50.862 51.6 64.564.51.069 .92 .85 H2-1 100:, 100 3/8.15 455 ,'. " 4 5`.. 7 9.999 0 ',':'-'6,, 50.862' 51.8:84. e4.51.041.962 .85 H2-1, 101 M101 3/8 15 .442 4.5... 7 _ 9.999 0 6 50.862 51.6 64.564.51.262,796 .85 ,H2-1 102 M102 3/815',: 3; .481 4.5,,._ 7 ` '9,999 4.538 6; 50.862 51.6 64:.64:51 013,,919 .85 112-1 103 M103 3/8 15 .308 0 6 9.999 1.988 6 51.295 51.6 64.564.51.153.946 .85 H2-1 104 '_104'3/815. ... °. .291 .: ' 0_ 6 '9999 1:988 ;_. 6 51.295 `51.6 64: 84•8t 2061953 .85 H2.1 105 M105 3/8 15 .284 0 6 6.900 1.988 6 51.295 51.6 64.564.51.185.267 .85 H2-1 106 ', 106 3/815 .28t1 5. 6. 9.999_._.0 6 51,295q 61.6 64. 64.51.436.736 ':85 112-1 107 M107 3/8 15 .279 1.9- 7 9.999 0 6 51.295 51.6 64.564.51.362.589 .85 H2-1 105' '108 3/8 15 ' ,:2$1 ,. 1.9... 7 .8.999, . fl 6 51.295_51 6 64.5 64.5_2.3 .65 '.85j12-1 109 109 3/8 15 .280 1.9... 7 9.999 0 6 51.295 51.6 64.564.51.254.876 .85 M.1T. H2-1 110. 10.3/8'155yf_ .. ? .. :271 n.:. 1.9... 7 .999. 0 -'_ 6 51�.295 1.6'64,5f ,517.108,. 9 =85 1-12=1 111 M111 3/815 .342 0 9 9.999 0 9 49.296 51.6 64.564.51.747.811 .85 H2-1 2 112 i_11 3/815- .4' `` _.374 ._. , 0: . 9.... 9:999 :0 ' ,._ 10 49296 51.,6 64. 64451',075.856 ,85 H24 113 113_3/8 15 .431 0 _ 9 9.999 0 , 8 49.296.51.E 64.5 64.51.461.455 .85 H2-1 114 114 3/8;15 .441 :'6_5.. 9. 9.999 0 . 111.50.48E '51.6-64.5 64.51_44 ,.421 F85 H2-1 115 M115 3/8 15 .454 6.5... 8 9.999 0 g 50.486 51.6 64.564.5 2.3 .737 .85 H2-1 118 ' `11 -;318.15 "'.499 .: ; . 0 8 8.980 0 ' ;.7>,54486 51.E 64, I51:008,946 .85 H24 117 M1173/8 15 .600 0 7 9.999 6.567 g 50.486 51.6 64.564.51.068.866 .85 H2-1 '1:18 _115 3/815 .778 ,, ' 0 : 7 9.999 6.567 ' 9; 55.486 ;51,6 64.'564.51:309,262 :85 H2.1 119 M119 3/8 15 .414 3.65 6 9.999 0 g 51.018 51.6 64.564.51.198.558 .85 H2-1 120 120 3/815 ''' '.430 :';' 3.65 5 , 9.999: 0 10 51,018 51.6 64:564.5 2.3 ,766 :85 2-1 121 M121 3/815 .405 3.65 6 9.999 0 g 51.018 51.6 64.564.51.173.314 .85 H2-1 122 122"3/8 15, .33 ' 2.19 6 9,999 0 =`, 9" 5.1262:1 51."6 54 04.51.095._846 85 H2=1 123 M123\3/8 15 _ .319 2.19 6 9.999 2.19 10 51.262 51.6 64.564.51.058.956 .85 H2-1_ 124 ' 1243/815' `` ,321 :> 2.19„.8 9 999., 2,19 ; 10 51.262:':51.E 64.5 :51.154,793 .85 112-1_ 125 M125 3/8 15 .318 2.19 8 9.999 2.19 g 51.262 51.6 64.564.51.034.769 .85 H2-1 12 12613/8,15 ';... .304;,. 2,10f,:6 9.999 '2.19 9 51,262_51.6:.W64., 64.51.119:689 .85,H21 127 M127 3/8 15 .316 0 8 9.999 0 10 51.309 51.6 64.564.51.097.512_.85 H2-1 _12615 330 8 126'3/ _0 8 9.999 0 ' 10 51;309 51.6 64564,51.076.227 .85 H2-1 129 M129 3/8 15 .353 0 9 _ 9.999 0 1 9 51.309 51.6 64.564.51.037_948 .85_H2-1 130 130. 1,903..., . ' 51.309 -51.6,64.56451.008,859_ .85 H2-1 3/8 15 fi:385 ; ; . 0` : 9; 9.999. 7 131 M131 3/815 .393 0 9 9.999 5.066 7 50.767 51.6 64.564.51.037-.482 .85 H2-1 m 132 .13 31815. . °..:323 8. 6' `9.999 3 183 :7 51.101, 51.6'64'',, 6451;533.465 '85 H2-1 133 M133 3/8 15 .337 0 9 9.999 3.184 7 51.098 51.6 64.564.51.062.738 .85 H2-1 134 134 3/8.16 ' `".613= ti.. , X" 5.4.. 9 _.9.999, _ 0 10,50.69,'51:6.64.58431-21 ;564 :85,112A 135 M135 3/8 15 .588 5.51 8 9.999 0 7 50.686 51.6 64.564.51.015,857 .85 H2-1 136 136,3/615_. :511 -.t_ 0 8 9.999: 5.51 _9';-50.686,_51.6' 64.564,5.1:326_.776 .85-112,•1 137 M137 3/8 15 .470 0 8 9.999 5.51 _10-50.686, 51.6 64.564.52.141.878 .85 H2-1_ 138 138 3/8"15 x. .::474 ,, 0>. 8 9.999 0 1...50:686 51.6 '64, 64:51..237 74 .85 112-1 139 139 3/8 15 .452 12.... 8 9.999 0 8 49.325 51.6 64.564.51.086.816 .85 H2-1 140 140:3/815, :332 . r:: , 12 - 7:',`9:999 _ 0 : 10 49.325 5#.6. 64.564.51.031_743 .85.H2,1 141 M141 3/815 .301 12.... 8 7.294 0 6 49.326 51.6 64.564.51.373.377 .85 H2-1 142<. 142 9/815; .890;: ,'; 5.1... 9' 9.999 8.185' '4 6, 50.745 51.8 64. 64.5'2-.3 .395'.85 1-12-1 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 17 Company : USa Shade and Fabric Structures, Inc. Designer : Fernando Job Number : CUSTOM THEATER MODEL Checked By: Envelope AISC ASD Steel Code Checks (Continued) _Me... Shape Code Check Lo... Ic Shear... Loc[ftt Dir Ic Fa[ksi] Ft[ksi] Fb..Fb...Cb Cm Cmz ASD... 143 M143 3/8 15 .450 5.1... 9 9.999 0 8 50.745 51.6 64.564.51.102,832 .85 H2-1 144 M144 3/8 15' .: .495 .. 7.7.,.= 9:_ 9.999 0` ,r'8 50,249 51.6 4:564.51085.981 .85-H241: 145 M145 3/8 15 .461 0 9 9.999 0 8 51.196 51.6 64.564.51.011.888 .85 H2-1 146 M146 3/81.5 -,:, :423 _0.. 9," 8.356 0 7 51.196 51.6 64.564.5:056.946 .85 112-1' 147 M147 3/8 15 .393 0 9 _9.999 0 6 51.196 51.6 64.564.5 1.6 .93 .85 H2-1 148 M148.3/8 15 .377'` : 0 _ 8,-. 9.999 ,. 0 '„6 51.196 51.6 4.56451.026.989 .85 1-42-1 149 M149 3/8 15 _ .372 0 8 9.999 0 6 51.186 51.6 64.564.51.146.993 .85 H2-1 150 M150 3/8 15 ," .360;- :12.... 7 _9.999.12.2.. 5 49.291 51.6'54-564.5,2: 24,579 .85 H2-1 ' 151 M151 3/8 15 .365 12.... 8 9_999 12.2... 6 49.291 51.6 64.564.51.017.943 .85 H2-1 -152 M152 3/8 15;„ :... .345 12- 8 �'9.999, 0 _26 49.291. 51.6 54.564.51,126.997 .85 H2-1; 153 M153 3/8 15 .325 0 8 9.999 0 6 50.591 51.6 64.564.51.032.848 .85 H2-1 154 M154 3/8 15-,,,. -333;_ .: _0 _ 9, 9.999 16.015 6 50.591 51.6 64.564.51 01.921_.85 112-1 155 M155 3/8 15 .337 0 10 9.999 6.015 6 50.591 51.6 64.564.51.001.982 .85 H2-1 156 M156'3/8,-15 :; ... :335 0 -,7 _9 999 6.015 8-50.591 51.6 64°564.551.011.996 .85 112-1 157 M157 3/8 15 , .337 0 7 9.999 0 6 50.591 51.6 64.564.51.171,754 .85 H2-1 158 M158 3/8 15 .332 0 _ 10 9,999=6,015 7 50.591 51:5 6456451. 7.687 .85 F[2-1 159 M159 3/8 15 .365 2.5•.• 10 9.999 2.591 6 51.197 51.6 64.564.51.154,968 .85 H2-1 160 M160 3/8 15 >'''` .369 -'2.5... 10 9.999 2.591 8 51.197 51.6`_64.564.51.027.993. .85.112-1 161 M161 3/815 .385 2.5... 9 9.999 2.591 6 51.197 51.6 64.564.51.589.929 .85 H2-1 162 M162.3/8m15 .414 2.5...„ 9 8.845-2.591 7 51.197 51.6 64.564.51.055.946 .85.,1-12-1 163 M163 3/8 15 .451 2.5... 9 9.999 2.591 10 51.197 51.6 64.564.51.011.892 .85 H2-1 164 M164 3/8,15 .483 0 9 _9.999 7.771 10 50.25 51,6 64.564.51.085.976 .855,H2-1 165 M165 3/8 15 .439 0 _ 9 9.999 5.182 10 50.746 51.6 64.564.5 1.1 .831 .85 H2-1 166 M166 3/8 15 -379 0 : 8 _ 9.999; 0 6 50.746 51.6' 64.5 64.51;085.727 .85 112-1 167 M167 3/8 15 .331 '6.0... 8 9.999 0 7 50.584 51.6 64.564.51.355.688 .85 H2-1 .168 M166 3/815 _ .336.. ,: 6.0-. 7 9.999 6.055, 6, 50.584 .51,6 M.564.51.166.756 .85 H2-1 169 M169 3/8 15 ' .333 6.0... 7 9.999 0 10 50.584 51.6 64.564.51.01 .999 .85 H2-1 170 M170 3/8 15 ,:. .336 8.0.. 8 9.999_ 0 , , 6 50.584 :51:6 64,564.51.001-:983-.86,H2-1 171 M171 3/8 15 .333 6.0... 9 9.999 0 6 50.584 51.6 64.564.51.005.926 .85 H2-1 172 M172' 3/8 15 .326 '6.0.. 10_9.999_6.055', : .6' 50.584' 51.6 64.564.51.031°866 .85 H2-1 173 M173 3/8 15 .347 0 10 9.999 12.2.•- 6 49.29 _51.6 64.564.51.126,961 .85 H2-1 174 'M174 3/8 15, , .388 ,. 0 10 9.999- . 0 6 49.29 51.6 64.5 64.51.016.945 .85 112-1: 175 M175 3/8 15 .363 0 , 7 9.999, 0 6 49.29 51.6 ,64.564.52,16.581 .85 H2-1 176 M176 3/8 15 c .533 9.53 6 9.999 0 10 49.887 51.6 .64.564.51:442.555 .85;1.12.4 177 M177 3/8 15 .422 4.6... 6 9.999 0 10 50.843 51.6 64.564.51.121,794 .85 H2-1 178 M176 3/815 '` .361 4.6.... 6 9.999 0 _10 50,843 51..6 64.564.51.078.928_.85 H2-1 179 M179 3/8 15 .319 4.7... 6 9.999 0 8 50.832 51.6 64.564.51.029.991 .85 H2-1 180 M1803/8°15 - , - .303 4-7--- 9 9.999 4.704 8 ,50.832:518 64.564.54.024,902 .85 H2-1 181 M181 3/8 15 .320 4.7... 9 9.999 0 1 6 50.832 51.6 64.564.51.082.545 .85 H2-1 182.M182 3/8 15 ,-- :.328 ' .. 4.7.. 6` 9.999 0_ _6 50.832 51.6....64.564 51.138.202-.85 H2-1 183 M183 3/8 15 .345 0 6 9.999 2.568 6_51.201 51.6 64.564.51.179.979 ,85 H2-1 184 M184 3/8 15 , :306 0 6 9.999 2•567 ,6 51.201 51.6 64.564.51.823:259 .85 H2-1 185 M185 3/8 15 .292 0 9 _9.999 2.568 6 51.201 51.6 64.564.51.316.873 .85 H2-1 186,M186 3/8 15 ::_°.290 2.5.:. 9_ 9,999 , 0 "6 51.2 51.6 64.5 64.51.347,825=85 H2-1' 187 M187 3/8 15 .307 2•5..• 6 9.999 0 6 51.2 51.6 64.564.5 2.3 .577 .85 H2-1 188 185 3/815 .346 2.5.- 6 9.999. 0 6 51.2. 51.6 64.564.51.228 .87. .85.112.1 189 M189 3/8 15 .335 0 6 9.999 4.702 6 50.833 51.6 64.564.51.136.203 .85 H2-1 190 M190 3/8`15 .334 , 0 9 _9.999 4.702_ 6 50833 .51.6 64.564.51.111.212 .85 H2-1 191 M191 3/8 15 .319 0 9 9.999 0 10 50.833 51.6 64.564.51.013.902 .85 H2-1 192 M192 3/8 15 `.331 -. 0 . 6 9.999 4.702 10 50.833 51.6 64.5 64.51..009.948 :85,H2.1 193 M193 3/8 15 .374 0 6 9.999 4.641 8 50.844 51.6 64.564.51.111.888 .85 H2-1 194,M194 3/8 15 -: '.428 0 6 9_999 4.641 : 8 50.844 51.6:64:554.51`111.8113 .85-112-1" 195 M195 3/8 15 .534 0 6 9.999 9.526 8 49.888 51.6 64.564.51.431.565 .85 H2-1 RISA-3D Version 7.0.0 [Y:\...\...\...\01_Strucutral Analysis\Theater Model.R3D] Page 18 Company USa Shade and Fabric Structures, Inc. Designer Fernando Job Number CUSTOM THEATER MODEL Checked By: Material Takeoff Material Size Pieces Lencithfftl WeightlKl 1 Hot Rolled Steel 2 50KS1 -`_ y _1.25 x 10 25 28.8 1.2 3 50KSI HSS10X0.312 4 10 .3 4 ` 50KSI HSS10X10X4 , 10 ,_ 188 5.7 5 50KS1 HSS10X6X4 9 283.4 6.8 6 ; WIREROPE ;m:,3/8 15 147 771.9 0.' 7 Total HR Steel 195 1282.1 14.1 RISA-3D Version 7.0.0 [Y:\...\...\...\01 Strucutral Analysis\Theater Model.R3D] Page 19 Co.Chaok Cato N' 0 75-90 j Z /• X .50 y o:. 3a u AA , $ rb A8 A5 AA ^�- 's 39 1T B � 32 30 32. 3 ,3.7y 3,, 3, `P3 3 35, 3 3 2a P6 Z' \ 63 3A '33 p 45 N \ 60\ p5 49 4., as ,e p, 4P. 4 ,r els 1 3 Member Code Cheoks Displayed Solution:Envelope , S r, STEVE A. CIALFER & f9sS0eIRmes April 25, 2008 Kris Nutting BMI Supply 571 Queensbury Avenue Queensbury, NY 12804 RE: Six Flags Great Escape Queensbury NY As requested, attached are my calculations for the lighting truss and footings at the Wiggles World Stage at Six Flags Great Escape. I certify that these calculations were prepared by me or under my direct personal supervision and that I am a Licensed Professional Engineer No. 68137 in the State of New York. Should there be any questions or if I may be of further assistance, please contact me. F N��O , j‘1 Sincerely, %�p A. W q 0 1t /� �fJE 4fi' it co 0 et.,4,4,.#/ed.,,,,,e7 ,,,...0 * co „?,.;,,,,,. cr, te• 4, Steve A. Walker PE 'ttl1 oe8 1 31 � .: STEVE A. WALKER 83 ASSOCIATES ►‘; '♦.-,ti, P\- 23 WORTH STREET SUITE C TEL (585) 393-9630 CArI ThDAIGUe , NEW YORIS 14424 Fax (585) 393-9451 STEVE A WALIiE3 & ASSOCIATES Susi= W M(-6,' Er-5 PROJ D 34- PACE__ k___ 23 NORTH STREET,SUITE C _ TR U 55 By SW DATE 4/1 S/0E3 CANANDAIGUA,NY 14424 USA Cw[ $W DATE 4j2-3/ TEL 585-393-9630 FAx 585-393-9451 i— 1k £ .4t4.5 k 3 € I Y ? �m s�IY t ; k 7f C 2 1._.L.A,�, ,r5��..E•=._.c.O .1 r-�.,.�.�.�r� � : �. 7.�Q. ?�.�'►..,- ...��?....r'�� 3• .a�Q�F. si � k k 1 • 1__„_, ,,,T�5:., _..r �._4.4..)_ ' _..o.+ .,0.M c 1 4 .4a' _1....$ C ,.. 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