A101 S001 1 SUB-BASEMENT 3/16" = 1'-0" SHEET (906) PH (906) FX 2 S101 NEW CONCRETE WALLS TO FORM WAVE TANK 3' - 0" 5' - 5"

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Gregory Doyle
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1 5' - 5" 3' - 0" 2 S0 NEW CONCRETE WALLS TO FORM WAVE TANK 7 SHEET NOTES (906) PH (906) FX 9/22/207 :34:03 AM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt 7 2' - 4" SUB-BASEMENT 3/6" = '-0" ' - 4" 36' - 5 /4" GLASS PARTITION (BY OTHERS) EXISTING CONCRETE COLUMNS S ' - 7" 6 ' - 0" ' - 0" 2 NEW CONCRETE WALL (SEE DETAILS, SHEET S0) 2 NEW FLOOR DRAIN (SEE PLUMBING PLAN FOR DETAILS) 3 APPLY SIKAFLEX 2C SEALANT IN ALL CORNERS (FLOOR AND VERTICAL) FOLLOW ALL MANUFACTURER S REQUIREMENTS INCLUDING PRIMING WITH SIKAFLEX 429 PRIMER. 4 AFTER SEALANT (ITEM 3) HAS CURED, APPLY SIKAGARD 62 SEALANT TO EXISTING FLOOR AND INTERIOR OF NEW WALLS. FOLLOW ALL MANUFACTURER S REQUIREMENTS. CLEAN AND STRIP FLOORS AS REQUIRED. 5 NEW ALUMINUM STACKING FLOOD CONTROL BARRIER BY FLOOD CONTROL INTERNATIONAL ( OR SIMILAR. HEIGHT OF BARRIER TO BE 3 6". COMPLETE DESIGN, SUPPORTS AND FLOOD BARRIERS FROM ONE MANUFACTURER. SUPPORT SPACING IS TO BE DETERMINED (SEE NOTE 6). 6 PROVIDE A 3 FOOT WIDE ACCESS OPENING IN THE FLOOD PANELS SYSTEM. PROVIDE PANELS FOR THIS SPACE TO COMPLETE THE FLOOD WALL. 7 REPAINT WALLS, DOORS AND FRAMES AT THE COMPLETION OF THE PROJECT UP TO, BUT NOT INCLUDING THE ROLLING PARTITION. 8 SUMP PIT SEE PLUMBING PLAN FOR DETAILS N TRA DRAWN BY: MICHIGAN TECHNOLOGICAL UNIVERSITY P# DESIGNED: MEEM WAVE POOL FACILITIES MANAGEMENT 400 TOWNSEND DRIVE HOUGHTON, MICHIGAN CHECKED: FLOOR PLAN SHEET GRR APPR'D: A0 09/22/7 BIDDING AS INDICATED SCALE: 9/22/207 :34:03 AM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt

2 ' - 0" 0' - 8" (906) PH (906) FX NEW POURED CONCRETE WALLS (TYP.) 0' - 8" 0' - 8" VERTICAL#4 8" O.C. EACH WAY (EPOXY ANCHOR EVERY OTHER BAR TO EX. CONCRETE SLAB) EPOXY HORIZONTAL#4 BARS FACILITIES MANAGEMENT 400 TOWNSEND DRIVE HOUGHTON, MICHIGAN 9/22/207 :40:23 AM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt 4' - 4" TRA GRR WALL SECTION -TYP 3/4" = '-0" SHEET NOTES 2 3 #4 8" OC EACH WAY (EPOXY ANCHOR EVERY OTHER BAR TO EX. CONCRETE SLAB) EXISTING CONCRETE SLAB REINFORCING BARS SHALL BE EPOXIED INTO EXISTING SLAB WITH HILTI HIT RE 00 EPPOXY MORTAR SYSTEM, OR OTHER APPROVED. FOLLOW COMPLETE MANUFACTURERS REQUIREMENTS TO DEVELOP STRENGTH OF REBAR. 2 INSTALL (2) BEADS OF SIKASWELL S 2 EXTRUDABLE SWELLING WATER STOP. FOLLOW ALL MANUFACTURERS REQUIREMENTS. BEADS MUST BE A MINIMUM OF 4" FROM THE CONCRETE FORMS. 3 SIKAFLEX 2C CORNER SEALANT, APPLY AT ALL CONCRETE JOINTS. 2 3 EPOXY WAVE TANK WALL DETAILS " = '-0" EXISTING CONCRETE SLAB NEW #4 DOWELS NEW SLAB SECTION VIEW 3/4" = '-0" NOTE: ALL SLAB REPLACEMENTS SHALL BE MADE WITH #4 DOWELS AT 8" O.C. DRILLED AND EPOXIED INTO CONCRETE SLAB. NEW CONCRETE SLAB SUB BASEMENT FLOOR DRAWN BY: DESIGNED: CHECKED: APPR'D: MICHIGAN TECHNOLOGICAL UNIVERSITY P# MEEM WAVE POOL STRUCTURAL DETAILS SCALE: AS INDICATED BIDDING 09/22/7 SHEET S0 9/22/207 :40:23 AM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt

3 (906) PH (906) FX S00B 3 S00 2 FACILITIES MANAGEMENT 400 TOWNSEND DRIVE HOUGHTON, MICHIGAN S003F TRA GRR 9/22/207 2:0:38 PM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt S00 PLUMBING PLAN " = 0'-0" S003B S003A S003 S002A S002 SHEET NOTES 8"ø N EXISTING 8" SANITARY LINE (LOCATION SHALL BE VERIFIED IN FIELD BY CONTRACTOR) RUN NEW ½" COPPER COLD WATER LINE FROM THE SOUTH WALL OF ROOM B003 (DIRECTLY ABOVE ROOM S00). RUN PIPE THROUGH THE BASEMENT FLOOR, AND END 4 ABOVE FINISH FLOOR OF THE SUB BASEMENT. INSTALL A BALL VALVE AND COUPLING SYSTEM TO A 25 FOOT ½" HOSE TO FILL THE POOL. INSULATE ALL NEW PIPING WITH WRAPPED FIBERGLASS. PROVIDE AN ALLOWANCE TO INSTALL 50 FEET OF WRAPPED FIBERGLASS INSULATION FOR GAPS ON EXISTING PIPING IN THE BASEMENT LEVEL. 2 NEW FLOOR DRAIN JOSAM MODEL OR SIMILAR (2 REQUIRED). SAW CUT FLOOR AND TIE IN TO EXISTING 8" SANITARY LINE. USE 6" SCHEDULE 80 PVC PIPE AND TIE IN TO EXISTING SANITARY WITH FERNCO STRAP ON CONNECTOR. IN LINE DRAINS CAN SHARE A P TRAP. ARRANGE DRAINS BASED ON ACTUAL SANITARY LINE LOCATION. 3 PROVIDE A SUMP PIT AND PUMP FOR A REMOVABLE PUMP. PIT IS TO BE APPROXIMATELY 8"x8" AND A MINIMUM OF 6" DEEP. COORDINATE WITH CONCRETE CONTRACTOR. SEAL NEW CONCRETE TO EXISTING SLAB. NO LIP ALLOWED EXTENDING ABOVE THE EXISTING FLOOR. PROVIDE A.5 HP VERTICAL PUMP, CLEAN WATER PUMP WITH LOW WATER SHUT OFF. PROVIDE CONNECTIONS AND 00 FEET OF HOSE TO DRAIN THE POOL TO THE NEW FLOOR DRAIN. DRAWN BY: DESIGNED: CHECKED: APPR'D: MICHIGAN TECHNOLOGICAL UNIVERSITY P# MEEM WAVE POOL PLUMBING PLAN SCALE: AS INDICATED BIDDING 09/2/7 SHEET P0 9/22/207 2:0:38 PM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt

4 REV: Stage: Qty. Info Only REVISION HISTORY: concrete tank 8x 0.7m flap paddles independent drive system with force feedback control sloped beach galvanised steel frame with plastic covering holes lasercut in top channel to allow addition of instrument rail in the future one side of the tank is made from glass powdercoated steel frame DWG NO. DATE: /07/207 MTU flume tank SHEET OF 4 MTU-GA0 MATERIAL: WEIGHT (kg): FINISH: SCALE: :50 Material <not specified> as cast PROJECTION: Third Angle A3 All rights reserved. Drawings and specifications are the property and copyright of Edinburgh Designs Ltd. and shall not be reproduced without written agreement of Edinburgh Designs Ltd.

5 S00B S003B S003A S003 3 S00 S003F S002A S002 EX. ROLLING PARTITION 2 3 P# SCALE: DRAWN BY: DESIGNED: CHECKED: APPR'D: 9/22/207 :56:33 AM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt FACILITIES MANAGEMENT 400 TOWNSEND DRIVE HOUGHTON, MICHIGAN (906) PH (906) FX SHEET 9/22/207 :56:33 AM FILE: \\nas2.dcs.it.mtu.edu\sas_homes\desktop\meem wave tank.rvt MICHIGAN TECHNOLOGICAL UNIVERSITY MEEM WAVE POOL ELECTRICAL PLAN AS INDICATED BIDDING 09/22/7 TRA GRR N S00 ELECTRICAL PLAN " = 0'-0" SHEET NOTES REMOVE ALL ELECTRICAL DEVICES, CONDUIT, AND WIRE FROM THIS AREA. REMOVAL INCLUDES ALL EXPOSED CONDUIT BACK TO FEEDER PANEL. CAP HOLES AS REQUIRED AT FEEDER PANEL. 2 PROVIDE NEW ROOM LIGHTING IN AN EAST WEST CONFIGURATION (UP TO ROLLING PARTITION). RE USE EXISTING CIRCUITS AND SWITCHING. USE LED, WRAP AROUND FIXTURES AND DESIGN TO 65 FOOT CANDLES AT 4 FEET ABOVE FINISH FLOOR. 3 USING REFERENCE DRAWINGS AND CONDUIT TRACING DEVICES, LOCATE CONDUIT BURIED IN EXISTING CONCRETE FLOOR PRIOR TO CONCRETE CUTTING. E0

6 REV: Stage: Qty. Info Only REVISION HISTORY: Tank can be moved around building as required 2590 DWG NO. DATE: /07/207 FINISH: SCALE: :50 Material <not specified> as cast PROJECTION: Third Angle MTU flume tank SHEET 2 OF 4 MATERIAL: WEIGHT (kg): A3 All rights reserved. Drawings and specifications are the property and copyright of Edinburgh Designs Ltd. and shall not be reproduced without written agreement of Edinburgh Designs Ltd. 884 Plan MTU-GA0

7 REV: Stage: Info Only Qty. REVISION HISTORY: A DETAIL A SCALE : 5 Wavemaker Module DWG NO. MTU flume tank DATE: /07/207 MATERIAL: FINISH: SHEET 3 OF 4 Material <not specified> as cast SCALE: :50 PROJECTION: Third Angle A3 WEIGHT (kg): All rights reserved. Drawings and specifications are the property and copyright of Edinburgh Designs Ltd. and shall not be reproduced without written agreement of Edinburgh Designs Ltd. MTU-GA0

REV: Stage: Qty. Info Only REVISION HISTORY: inside of this wall only should be as straight and true as possible otherwise wave quality will be reduced.

8 REV: Stage: Qty. Info Only REVISION HISTORY: inside of this wall only should be as straight and true as possible otherwise wave quality will be reduced. 5mm minimum on this surface Concrete should be reinforced General tolernaces 0mm acceptable 300 Concrete Dimensions 300 DWG NO. MTU flume tank MTU-GA0 DATE: /07/207 SHEET 4 OF 4 MATERIAL: WEIGHT (kg): FINISH: SCALE: :50 Concrete as machined PROJECTION: Third Angle A3 All rights reserved. Drawings and specifications are the property and copyright of Edinburgh Designs Ltd. and shall not be reproduced without written agreement of Edinburgh Designs Ltd.

SPACE TYPE: OUTSIDE PARKING (STRUCTURE)

SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.