Multi-Institutional Academic Health Science and Research Center. PS701 from the conformed documents folder. These are obsolete drawings

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1 Skanska US Civil Midwest, Inc. Multi-Institutional cademic Health Science and Research Center Walnut Street Evansville, IN 0 Phone 0 90 Web id Package ddendum No. Date of Posting: 0//06 Project: Multi-Institutional cademic Health Science and Research Center Description: See attached: PCIS Project ddendum Number - Includes deleting sheets PR0 and PS0 from the conformed documents folder. These are obsolete drawings that were issued before new footing design was issued and no longer pertain to the design intent. Includes adding the specification section for controls along with drawings P00 and PD0. These drawings will overwrite existing drawings. PCIS Project Construction Change Directive No- - Includes changes to the monumental stairs (id Package D) as well as the foundation. Prebid Meeting Documents (0//6) - Includes power point presentation as well as sign in sheet of attendees. 0 Medical School Schedule (0//6)

2 DDENDUM NUMER Date: Oct., 06 Project: Owner: Multi-Institutional cademic Health Science & Research Center Walnut Street Evansville, IN Meridian lvd., Suite 00 Franklin, TN 06 This ddendum No. amends the original Drawings and Project Manual released for bids dated July, 06 for the project referenced above. Receipt of this ddendum and any subsequent ddenda must be acknowledged on the id Proposal Form. This ddendum contains six (6) items with two () attachments. Item: Description: PROJECT MNUL - The following specification section has been added:.) 09 DIRECT DIGITL CONTROL (DDC) SYSTEM FOR HVC PROJECT DRWINGS - Delete drawing PR0 Foundation Storm Riser Diagram Issue dated 0/09/6. - Delete drawing PS0 Foundation Sanitary Riser Diagram Issue dated 0/09/6. - Drawing P00 Piping Specifications: Sanitary/Storm: elow Ground Pipe: and larger: delete no hub and add hub & spigot (Revised drawing contained herein). - Drawing P00 Piping Specifications: Sanitary/Storm: elow Ground Fittings: and larger: delete no hub and add hub & spigot (Revised drawing contained herein). - Drawing PD0 label wall hydrant H- shown on west wall of Mechanical Room (Revised drawing contained herein). Page

3 Multi-Institutional cademic Health Science & Research Center Evansville, IN 09 - DIRECT DIGITL CONTROL (DDC) SYSTEM FOR HVC PRT - GENERL INFORMTION. GENERL INFORMTION. Mechanical contractor will contract directly with the Control Installation Contractor (CIC) to install the building automation system.. Indiana University, the Owner, will pre-purchase directly from Siemens uilding Technologies, Inc. the following equipment for the building automation system:. Direct Digital Control panels. uxiliary panels with internal components pre-wired. ll required sensing devices (ie: temperature, humidity sensors). Safety devices: low temperature detectors. Valves, valve actuators 6. Dampers, damper actuators. Pneumatic transducers. Relays 9. Transformers 0. Thermostats. ir Flow Measuring Stations. Flowmeters. ir compressor, filter, refrigerated air dryer. Fiber optic interfaces. Fiber optic hub assemblies 6. ll necessary design engineering labor. ll necessary technician labor to verify point wiring, program and start up all DDC panels, perform acceptance testing.. Project management labor required to direct the CIC and attend job meetings. C. During the bidding process, the Control Installation Contractor (CIC) shall address all questions relative to the Siemens drawings to Siemens uilding Technologies Inc., attention Chuck Minnette directly in writing. Siemens shall respond in writing with a copy to the consulting engineer and to Indiana University rchitects Office, attention Mr. Jeff Kaden. D. ll products pre-purchased by the Owner, as listed above, will be shipped to the CIC for installation, wiring and/or tubing. The CIC shall receive, handle and store all material to be installed under this contract. The CIC shall be responsible for verification of quantity received. ny discrepancies shall be reported in writing to Siemens uilding Technologies, Inc. within hours of delivery. DIRECT DIGITL CONTROL (DDC) SYSTEM FOR HVC 09 -

4 Multi-Institutional cademic Health Science & Research Center Evansville, IN E. CIC shall install all control equipment provided by the Owner. The CIC shall furnish, install, and terminate all necessary wiring, pneumatic tubing, conduit, hangers, etc. to provide a complete control system installation. ll controls to be installed and adjusted by trained mechanics in the full time employ of the CIC. F. The CIC must have full time project superintendent who shall attend all construction meetings after notification that their services are required onsite. G. Upon completion of all installation, wiring and tubing by the CIC, the Owners agent (Siemens uilding Technologies) will conduct verification of point to point wiring and pneumatic tubing. The CIC will be responsible to make any necessary corrections. t the completion of the point to point verification, approval shall be made by the Owner s Construction Inspection Department and Siemens uilding Technologies, Inc. H. Upon approval by the Owners Construction Inspection Department, the Owner s agent (Siemens uilding Technologies, Inc.) shall program all DDC panels, create necessary graphics and provide any interface between the building automation system and the campus environmental control system. I. Upon completion of the aforementioned, a performance test shall be conducted as specified in Section.0 On-site Testing. J. Upon a successful conclusion of the final checkout, performance test and the Owner s acceptance, the CIC s responsibility reverts to a standard month warranty for labor and material installed by the CIC and labor only for equipment supplied by others. K. The Owner s agent (Siemens uilding Technologies, Inc.) assumes the manufacturers warranty for all equipment supplied to the CIC on this project. L. Siemens shall supply the following directly to Indiana University:. Design Engineering labor required to interface with IU and the consulting engineer to design the temperature control system.. Supervision of the CIC installation and final checkout and approval.. Project management labor to attend job meetings and insure construction time compliance and settlement of any conflicts.. Technician labor required for point to point check out, software programming, graphics creation and Owner training.. ll material listed in.0 General Information,. 6. During the warranty period, Siemens will respond to all requests rendered by the Owner for satisfactory operation of the system. DIRECT DIGITL CONTROL (DDC) SYSTEM FOR HVC 09 -

5 Multi-Institutional cademic Health Science & Research Center Evansville, IN. PRODUCTS FURNISHED Y THE OWNER UT NOT INSTLLED UNDER THIS. Mechanical Contractor: Installation of control valves, flow switches, flowmeters, temperature sensor wells, gage taps and variable frequency drives.. Electrical Contractor: Provide 0/60 VC power to all DDC panels. Wire power to variable frequency drives and the duplex air compressor. Furnish, install, and power wire duct smoke detectors. C. Sheetmetal Contractor: Installation of automatic dampers and duct mounted and fan inlet air flow measuring stations.. PRODUCTS INSTLLED Y THE CIC UT NOT FURNISHED UNDER THIS. Connect control components, as shown on the plans, factory supplied as part of equipment controlled.. RELTED S. Section Commissioning of HVC. Section Commissioning of Electrical C. Section 6 - Condensing oilers D. Section 6 - Water-cooled, scroll water chillers E. Section 66 - Water-cooled, Rotary-screw water chillers F. Section Cooling Towers G. Section - Modular Indoor Central-Station ir-handling Units H. Section.0 - Custom Outdoor ir-handling Units. STNDRD SPECIFICTIONS ND CODES. In addition to the requirements shown or specified, comply with the following applicable standard specifications, codes or ordinances.. NFP - National Fire Protection ssociation.. UL - Underwriter s Laboratories.. IMC - Indiana Mechanical Code.. Rules and Regulations of the Indiana Department of Fire Prevention and Safety. DIRECT DIGITL CONTROL (DDC) SYSTEM FOR HVC 09 -

6 Multi-Institutional cademic Health Science & Research Center Evansville, IN. Include all items of labor and material required to comply with such standards, codes or ordinances in accordance with the contract documents. Where quantities, sizes, or other requirements indicated on the drawings or herein specified are in excess of the standard or code requirements, the specification and drawings shall govern..6 QULIFICTIONS FOR THE CIC. Licensed Contractor with at least ten years of working experience in the installation of uilding utomation System.. Demonstrated specific experience shall include cabling systems and pathways of electrical and telecommunications systems. C. Demonstrated expertise in the installation functional checkout, point-to-point, verification, calibration, troubleshooting and startup of uilding utomation Systems. D. In addition to the technical capabilities described herein, demonstrate a production capability to plan, control and integrate manpower and other resources necessary for successful contract completion. E. Controls Installation Contractor shall have received installation training from the selected Controls Supplier (Johnson Control or Siemens uilding Technology). F. Controls Installation Contractor shall be listed on the id Form on id Day by the General Contractor (unified bid) or the Mechanical Contractor (multiple prime bid). G. Controls Installation Contractor shall have at least five years documented experience in the installation of commercial DDC controls. Indiana University may ask to verify the qualifications and experience for all field installation technicians assigned to the project prior to the approval of the Controls Installation Contractor. H. Controls Installation Contractor shall submit a statement acknowledging agreement with the applicable design guideline covering the installation of controls. Those design guidelines are found at: I. Controls Installation Contractor shall attend a one hour familiarization session immediately following the project preconstruction meeting.. SEQUENCING ND SCHEDULING. Sequence work to ensure installation of components is complimentary to installation of similar components in other systems. DIRECT DIGITL CONTROL (DDC) SYSTEM FOR 09 - HVC

7 Multi-Institutional cademic Health Science & Research Center Evansville, IN. Coordinate work with other Contractors and subcontractors to ensure system is completed and commissioned by the Date of Substantial Completion. C. Coordinate installation of system components with installation of mechanical systems equipment such as air handling units and air terminal units.. WRRNTY. See General Information section letters I and J. PRT - PRODUCTS. PNEUMTIC TUING. Provide polyethylene tubing manufactured to meet the following qualifications.. Density = 0.9 Grams/cc. Melt Index = 0. Decigrams/min. Stress Crack Resistance = 000 Hours min. per STM-D69. Tensile Strength = 00 psi. Type = FR Fire Resistant. lack tubing shall be fastened so that contact with any heat source above degrees F is impossible; colored tubing shall be restricted to 0 degrees F maximum heat source at indoor locations. C. Fitting connections for low pressure tubing may be made with barbed push-on fittings. For high pressure tubing, the connections shall be made with compression fittings.. CONTROL WIRING. The CIC is required to use the cable from the specified vendor below. This cable is made specifically for Siemens uilding Technologies, Inc. and is required to achieve system performance. No other cable will be allowed. System 600 pplication Sensor Wiring TEC valves & actuators Communication trunk TEC v power trunk Cable C #0 (STR) Plenum C #0 (STR) Plenum P # (STR) OS Plenum C # (STR) Plenum. Ordering Information: DIRECT DIGITL CONTROL (DDC) SYSTEM FOR HVC 09 -

8 Multi-Institutional cademic Health Science & Research Center Evansville, IN Mary Hart nixter, Inc. usiness Center Drive Mount Prospect, Il () 9-0 PRT - INSTLLTION. INSTLLTION. Refer to plans for control wiring and pneumatic tubing installation.. ELECTRICL INSTLLTION Y THE CIC. Furnish and install sensor, LN, actuator wiring and interlock wiring as specified in the specifications or on the plans. Connect controls in accordance with approved wiring diagrams.. Installation minimum requirements.. Mechanical reas: ll wiring in EMT with steel compression fittings.. Space Sensors: ll wiring and cables in EMT with steel compression fittings within wall construction.. Ceiling Returns (accessible, permanent, acoustical): pproved plenum rated cable.. Ceiling Returns (non-accessible): EMT with steel compression fittings. C. Power and low voltage wiring shall NOT be run in the same conduit. D. Electrical wiring shall NOT be run in the same conduit with poly tubing.. POLYETHYLENE TUING INSTLLED Y THE CIC. Polyethylene tubing shall be installed using the following rules.. Exposed: Single polyethylene tubing may be run exposed for lengths or less. For lengths which exceed, the lines shall be run with enclosed trough or metallic conduit. Note that all air piping in mechanical rooms must be in enclosed trough or conduit.. Concealed-ccessible: Single polyethylene tubing, either individual or bundled, shall be securely fastened to fixed members of the building structure. Mechanical areas with reheat boxes shall be considered Concealed-ccessible.. Concealed-Inaccessible: Single polyethylene tubes and standard bundled polyethylene tubing shall be run within enclosed trough or conduit. Fitting connections shall not be made within the inaccessible area. DIRECT DIGITL CONTROL (DDC) SYSTEM FOR HVC 09-6

9 Multi-Institutional cademic Health Science & Research Center Evansville, IN. Existing exposed surfaces: ir piping on existing walls or ceiling shall be polyethylene concealed under wire mold. ll cutting and patching by this Contractor with painting by others.. lack tubing shall be fastened so that contact with any heat source above degrees is impossible. 6. Pneumatic tubing shall NOT be run in the same conduit as electrical wiring. PRT - ON-SITE TESTING. ON-SITE TESTING. Provide Owner-approved operation and acceptance testing of the complete system. The following shall witness the performance test:. The Controls Installation Contractor. The equipment manufacturers representative. The Owner s agent. The Owner. Consulting Engineer. Field Test: When installation of the system is complete, all systems shall be tested to their sequence of operation including all safety circuits. END OF 09 DIRECT DIGITL CONTROL (DDC) SYSTEM FOR HVC 09 -

10 PLUMING FIXTURE SCHEDULE TG FIXTURE TYPE MNUFCTURER MODEL CCESSIILITY F/V MNUFCTURER F/V MODEL F/V STYLE DRIN SIZE DRIN STYLE DCW SIZE DHW SIZE TW SIZE WSTE SIZE VENT SIZE NOTES CS- INICL SINK KOHLER K-6 STNDRD ZURN Z60 V-WN/Z00-X L-WM-EV-HK-SE- SH-VC MNUL " /" /" " /" PROVIDE ZURN WLL HUNG CRRIER; KOHLER MODEL K-9 STINLESS RIM GURD. MOUNT VCUUM REKER PER MNUFCTURERS RECOMMENDTIONS. EC- EEW- ELECTRIC WTER COOLER EMERGENCY EYEWSH ELKY EZWS-ERPMK D /" /" /" /" PROVIDE WLL MOUNT, RRIER-FREE ELECTRIC WTER COOLER WITH ELKY EZHO OTTLE FILLING STTION. COOLER TO PROVIDE GPH OF 0 F DINKING WTER. UNIT SHLL E STINLESS STEEL CONTRUCTION WITH PLSTIC S LCOVE; SENSOR CTIVTION WITH 0 SECOND SHUT-OFF TIMER. OTTLE FILLER SHLL PROVIDE. GPM FLOW RTE WITH LMINR FLOW. GURDIN GF9-TMV D /" /" /" PROVIDE RRIER-FREE UTOFLOW EMERGENCY EYEWSH FOR COUNTERTOP MOUNTING. COORDINTE RM OFFSET CCORDING TO ORIENTTION OF SINK. FURNISH WITH GURDIN G600LF THERMOSTTIC MIXING VLVE, LOCTED ELOW CSEWORK. GURDIN GF9 D /" PROVIDE RRIER-FREE UTOFLOW EMERGENCY EYEWSH FOR COUNTERTOP MOUNTING. COORDINTE RM OFFSET CCORDING TO ORIENTTION OF SINK. GURDIN GF-TMV D /" /" " PROVIDE TYPE 6 STINLESS STEEL D COMPLINT RECESSED COMINTION EMERGENCY SHOWER ND FCEWSH; GURDIN THERMOSTTIC MIXING VLVE G00LF WITH RECESSED OX. EEW- EMERGENCY EYEWSH ESU- COMINTION EMERGENCY SHOWER/FCEWSH GD- GRGE DISPOSL INSINKERTOR EVOLUTION /" /" PROVIDE SINGLE PHSE,.0 HP, 0 V, 60 HZ, RPM, 0. MP GRGE DISPOSL WITH EXCEL SERIES NTI-VIRTION MOUNT ND MNUL RESET OVERLOD. H- HYDRNT ZURN Z0 /" PROVIDE ENCSED, NON-FREEZE, FLUSH WLL HYDRNT WITH RONZE CSIN. NICKEL RONZE OX ND HINGED COVER WITH OPERTING KEY LOCK. H- HOSE I ZURN Z-FP-LK-PC /" PROVIDE HOSE I WITH /" SWET CONNECTION, LOOSE KEY STOP, EXTERNL CKFLOW PREVENTER, ND POLISHED CHROME FINISH. I- ICE MKER OUTLET OX MIF MI /" PROVIDE RECESSED, WHITE POWDER COTED ICE MKER OUTLET OX WITH RSS PLTED, QURTER TURN VLVE; /" SWET CONNECTION. LV- LVTORY KOHLER K-00-0 D SLON ETF-0--P-DM- SENSOR /" /" /" /" /" PROVIDE ZURN WLL HUNG CRRIER; ZURN CHROME-PLTED, CST RSS OFFSET TILPIECE/P-TRP ETF- WITH ENOUT; TRUERO LV GURD MOLDED SFETY COVERS; CHICGO FUCET 00-CP SUPPLIES ND STOPS. LV- LVTORY Y RCHITECT D SLON ETF-0--P-DM /" /" /" /" /" PROVIDE SLON ETF-60- CHROME PLTED RSS GRID STRINER WITH /" OUTLET; ZURN CHROME-PLTED, CST RSS OFFSET TILPIECE/P-TRP WITH ENOUT; TRUERO LV GURD MOLDED SFETY COVERS; CHICGO FUCET 00-CP SUPPLIES ND STOPS. M- MOP SIN FIT MS- STNDRD CHICGO FUCET 9-CP MNUL " /" /" " /" PROVIDE FIT MSG- SS WLL GURDS, E-- UMPER GURD, 9-CC MOP HNGER, - HOSE ND RCKET. M- MOP SIN FIT TS0 STNDRD CHICGO FUCET 9-CP MNUL " /" /" " /" PROVIDE FIT MODEL MSG66 WLL GURD; TSC6 NEO-CORNER SERIES WITH STINLESS STEEL CPS ON THRESHOLDS ONLY; " DEEP SEL TRP. NT- NEUTRLIZTION TNK SCHIER PRODUCTS L- /" PROVIDE GLLON LIQUID CPCITY UNDER-COUNTER NEUTRLIZTION TNK WITH HIGH DENSITY POLYETHYLENE (HDPE) CONSTRUCTION. PIPING FROM CUPSINK TO NEUTRLIZTION TNK SHLL E /" POLYPROPYLENE DWV. RH- ROOF HYDRNT ZURN Z-V /" /" PROVIDE /" DRIN PORT FROM ROOF HYDRNT TO MOP SIN LOCTED IN HSK 99. SH- SHOWER QU TH C6F-FUS /" D " /" /" " /" PROVIDE RRIER FREE SHOWER UNIT ; CRYLIC ONE-PIECE MOLDED CONSTRUCTION; COMPLETE WITH THERMOSTTIC CONTROL VLVE, HND HELD SHOWER SET WITH 60" FLEX HOSE, SWIVEL CONNECTOR, VCUUM REKER, CURTIN ND HOOKS; FCTORY FOLD-UP SET FULL DEPTH OF STLL. " VERTICL GR R ND /" x /" x /" WRP GR R ND " SHOWER HED SLIDE R; ZURN MODEL FD DRIN. SH- SHOWER/TU QU TH 60TS STNDRD KOHLER K-TS60-H-CP/ RITE-TEMP /" /" /" " /" PROVIDE KOHLER K-6-CP TH DRIN WITH POP-UP DRIN, CURTIN, ROD, ND HOOKS. K-0-K VLVE SK- SINK ELKY ELUHD96 D ZURN ZC-XL-0-HC T-ICT-F SK- SINK ELKY ELUHD D ZURN ZC-XL-0-HC T-ICT-F MNUL /" MNUL /" SK- SCRU SINK ELKY EWSF6SCC STNDRD ELKY LKC SENSOR /" SK- SINK Y RCHITECT D ZURN ZC-XL-0-HC T-ICT-F SK- SCULLERY SINK JUST MNUFCTURING NSF-D-6- RL MODIFIED MNUL /" D ZURN ZC-XL-HCT MNUL /" SK-6 WSH SINK ELKY EWM600C STNDRD ELKY LK90GN0TH MNUL /" OPEN GRID/GRGE DISPOSL DRINGE FIXTURE SCHEDULE TG DRIN TYPE MNUFCTURER MODEL STRINER SIZE DRIN STYLE DRIN SIZE NOTES CO- ENOUT ZURN ZS00-Z- 0" " PROVIDE WITH POLISHED STINLESS STEEL TOP. FD- FLOOR DRIN ZURN ZNS-NH-" 0" PROVIDE FLOOR DRIN WITH POLISHED NICKEL RONZE TOP. FD- FLOOR DRIN ZURN Z0-NH-" 9" " PROVIDE FLOOR DRIN WITH HEVY DUTY GRTE. FD- ZURN ZM-NH--HD- 9 /" / PROVIDE TYPE 6 STINLESS STEEL FLOOR RECEPTOR WITH HEVY DUTY / GRTE. FLOOR DRIN FD- ZURN ZE-NH /" OPEN " PROVIDE WITH " FUNNEL. FLOOR DRIN GRID/FUNNEL RD- ZURN Z6-NH " DOME STRINER PROVIDE ROOF DRIN ND OVERFLOW DRIN, DUR-COTED CST IRON ODIES WITH ROOF DRIN COMINTION MEMRNE FLSHING MP/GRVEL GURDS, DOULE TOP-SET DECK PLTE ND LOW SILHOUTTE CST IRON DOMES. RD- ZURN Z--NH-C /" DOME STRINER " PROVIDE DUR-COTED CST IRON ODY WITH COMINTION MEMRNE FLSHING ROOF DRIN MP/GRVEL GURD ND LOW SILOHOUTTE POLY-DRIN. WCO- ZURN Z-VP PROVIDE WLL ENOUT, DUR-COTED CST IRON ODY, GS ND WTERTIGHT S WLL ENOUT TPERED THRED PLUG, ND ROUND, SMOOTH STINLESS STEEL CCESS COVER WITH SECURING SCREW. YCO- EST JORDN - " 0" PROVIDE WITH CST IRON ENOUT COVER WITH RONZE PLUG ND ENCSE IN YRD ENOUT "X"X" THICK CONCRETE PD. /" /" /" /" PROVIDE /" OWL DEPTH; ZURN CHROME-PLTED, CST RSS OFFSET TILPIECE/P-TRP WITH ENOUT; TRUERO LV GURD MOLDED SFETY COVERS; CHICGO FUCET 00-CP SUPPLIES ND STOPS. SINK COMPRTMENT TO E MOUNTED WITH /" REVEL PER MNUFCTURERS RECOMMENDTION (COORDINTE COUNTERTOP OPENING WITH RCHITECT). /" /" /" /" PROVIDE /" OWL DEPTH; ZURN CHROME-PLTED, CST RSS OFFSET TILPIECE/P-TRP WITH ENOUT; TRUERO LV GURD MOLDED SFETY COVERS; CHICGO FUCET 00-CP SUPPLIES ND STOPS. SINK COMPRTMENT TO E MOUNTED WITH /" REVEL PER MNUFCTURERS RECOMMENDTION (COORDINTE COUNTERTOP OPENING WITH RCHITECT). /" /" /" /" /" PROVIDE ELKY LK NTI-SCLD THERMOSTTIC MIXING VLVE WITH SENSOR FUCET; ELKY LK STINLESS STEEL STRINER, DRIN FITTING WITH /" O.D. x " STINLESS STEEL TILPIECE. FURNISH SENSOR FUCET WITH CHROM PLTED.0 GPM LMINR FLOW CONTROL GOOSENECK SPOUT ND C PLUG-IN. ZURN CHROME-PLTED, CST RSS P-TRP ND CHICGO FUCET 00-CP SUPPLIES ND STOPS. /" /" /" /" PROVIDE DURCON MODEL F-PPSW- POLY DRIN OUTLET, EF-PPWT- OVERFLOW ND EF-PPPG-0 STOPPER. FURNISH WITH /" CID RESISTNT TILPIECE/P-TRP ND TRUERO LV GURD MOLDED SFETY COVERS. INUDE CHICGO FUCET 00-CP SUPPLIES ND STOPS. /" /" /" /" PROVIDE CUSTOM D SCULLERY SINK WITH '-0" WIDE SIDEORDS (LEFT/RIGHT), TWO "Wx"x6 /"D COMPRTMENTS, "D RIM HEIGHT, GUGE TYPE 0 STINLESS STEEL CONSTRUCTION ND -/" TUULR LEGS WITH NGLE GUSSETS ND DJUSTLE ULLET FEET. ONE COMPRTMENT TO INUDE CHROME-PLTED, CST RSS OFFSET TILPIECE/P-TRP WITH ENOUT; TRUERO LV GURD MOLDED SFETY COVERS. ONE COMPRTMENT TO INUDE GRGE DISPOSL (GD-) ND P-TRP. CHICGO FUCET 00-CP SUPPLIES ND STOPS. /" /" /" /" PROVIDE ZURN CHROME-PLTED, CST RSS TILPIECE WITH DISHWSHER CONNECTION/P-TRP WITH ENOUT; LK DRIN; THREE ELKY LK90GN0TH FUCETS; CHICGO FUCET 00-CP SUPPLIES ND STOPS (ONE PER FUCET). FURNISH WITH WLL HNGERS ND STINLESS STEEL SUPPORT RCKETS. /" /" " /" PROVIDE SCULLERY SINK WITH " WIDE SIDEORDS (LEFT/RIGHT), TWO, GUGE TYPE 0 STINLESS STEEL CONSTRUCTION ND -/" TUULR LEGS. SK- SCULLERY SINK DVNCED 9--6-RL STNDRD ZURN ZC-XL-HCT MNUL /" TCO UR- URINL KOHLER K-90-ET-0 D SLON 6-. ES-S SENSOR " /" 0" 0" " /" PROVIDE ZURN WLL HUNG CRRIER. SEE ELECTRICL DRWINGS FOR QUNTITY ND LOCTION OF TMO HEU REQUIRED TRNSFORMERS. UR- URINL KOHLER K-90-ET-0 STNDRD SLON 6-. ES-S SENSOR " /" 0" 0" " /" PROVIDE ZURN WLL HUNG CRRIER. SEE ELECTRICL DRWINGS FOR QUNTITY ND LOCTION OF TMO HEU REQUIRED TRNSFORMERS. W- WSHER OX GUY GRY MW6/T00QT " /" /" " /" PROVIDE RECESSED, WHITE POWDER COTED WSHER OX WITH RSS PLTED, QURTER TURN HOT ND COLD WTER VLVE /" SWET CONNECTION ND " SLIPNUT DRIN CONNECTION. WC- WTER OSET KOHLER K--0 D SLON ROYL -. SENSOR " " 0" 0" " " PROVIDE ZURN WLL HUNG CRRIER ND EMIS ELONGTED TOILET SET. SEE ELECTRICL DRWINGS ES-S TMO FOR QUNTITY ND LOCTION OF REQUIRED TRNSFORMERS. WC- WTER OSET KOHLER K--0 STNDRD SLON ROYL -. SENSOR " " 0" 0" " " PROVIDE ZURN WLL HUNG CRRIER ND EMIS ELONGTED TOILET SET. SEE ELECTRICL DRWINGS ES-S TMO FOR QUNTITY ND LOCTION OF REQUIRED TRNSFORMERS. WC- WTER OSET KOHLER K-609 D MNUL /" " " PROVIDE. GPF TWO-PIECE FLOOR MOUNTED D VITREOUS CHIN WTER OSET WITH ELONGTED OWL ND QUPISTON FLUSHING SYSTEM. INUDE KOHLER K-60 TOILET SET ND K-6 NGLE SUPPLY WITH STOP. PLUMING EQUIPMENT SCHEDULE TG EQUIPMENT TYPE MNUFCTURER MODEL NOTES P- DOMESTIC OOSTER PUMP GRUNDFOS HYDRO MPC E CRE-0 PROVIDE OOSTER PUMP WITH VERTICL MULTISTGE CENTRIFUGL PUMPS. PUMP ROTTING PRTS IN CONTCT WITH THE PUMPED LIQUID RE MDE OF NSI 6 STINLESS STEEL. PUMP SES ND HEDS RE MDE OF NSI 6 STINLESS STEEL. SUCTION ND DISCHRGE MNIFOLD RE MDE OF 6 STINLESS STEEL. SE FRME MDE OF 0 STINLESS STEEL. ONE CHECK VLVE ND TWO ISOLTING VLVES FOR ECH PUMP. DPTER WITH ISOLTING VLVE FOR CONNECTION OF DIPHRGM TNK. DIPHRGM TNK SHLL E MTROL THERM-X-TROL MODEL ST-0V-C. PRESSURE GUGE ND PRESSURE TNSDUCER ON ECH SUCTION ND DISCHRGE MNIFOLD. CONTROL MPC IN NEM STEEL CONTROL PNEL ENOSURE INUDING MIN DISCONNECT SWITCH, LL REQUIRED FUSES, MOTOR PROTECTION, SWITCHING EQUIPMENT ND MICROPROCESSOR-CONTROLLED CU. ECH PUMP RTED T 00 GPM T ' OOST. HP MOTOR 60//60 WITH TOTL FLOW 66 GPM T 66' HED. ET- EXPNSION TNK MTROL THERM-X-TROL PROVIDE FIXED DIPHRGM CONSTRUCTION, SME CODE V/DIVISION, EXPNSION TNK. CONSTRUCTION MTERILS SHLL E: DIPHRM-HEVY DUTY UTY NSF/NSI 6; LINER-POLYPROPYLENE; FINISH-RED OXIDE PRIMER. ST-0VC MV- THERMOSTTIC MIXING VLVE RDLEY NRS--RP-R- Q PROVIDE RONZE ODY HIGH-LOW THERMOSTTIC MIXING VLVE WITH SHUTOFF VLVES ON INLETS ND OUTLETS, TEMPERTURE ND PRESSURE GUGES ON INLETS, RETURN LINE WITH RECIRCULTION PUMP ND LNCING/CHECK VLVES. SET OUTLET TEMPERTURE TO 0 F ND PLUG INTO GFCI OUTLET (PROVIDED Y OTHERS). RPZ- REDUCED PRESSURE ZONE WTTS "-LF909-NRS-S-F PROVIDE LED FREE " REDUCED PRESSURE ZONE SSEMLY WITH NON-RISING STEM ISOLTION VLVES, STRINER ND IR GP FITTING. SSEMLY D / 909G-K RPZ- REDUCED PRESSURE ZONE WTTS "-LF909-QT-S/909 PROVIDE WITH STRINER ND IR GP FITTING. ROUTE DRIN TO NEREST FLOOR DRIN. SSEMLY G-C RPZ- REDUCED PRESSURE ZONE WTTS "-LF909-QT-S/909 PROVIDE LED FREE " REDUCED PRESSURE ZONE SSEMLY WITH STRINER ND IR GP FITTING. ROUTE DRIN TO NEREST FLOOR DRIN. SSEMLY G-C WH- WTER HETER STTE WTER HETERS SUF9 00NE() PROVIDE 96% THERML EFFICIENCY NTURL GS WTER HETER WITH STORGE CPCITY OF 9 GLLONS, INPUT OF 00,000 TU'S PER HOUR, RECOVERY RTING OF 9 GLLONS PER HOUR T 00 F RISE ND MXIMUM HYDROSTTIC WORKING PRESSURE OF 60 PSI. WH- WTER HETER STTE WTER HETERS SUF9 00NE() PROVIDE 96% THERML EFFICIENCY NTURL GS WTER HETER WITH STORGE CPCITY OF 9 GLLONS, INPUT OF 00,000 TU'S PER HOUR, RECOVERY RTING OF 9 GLLONS PER HOUR T 00 F RISE ND MXIMUM HYDROSTTIC WORKING PRESSURE OF 60 PSI. WS- WTER SOFTENER CULLIGN CTM-0- PROVIDE TWO TNK CONFIGURTION WITH ONE RINE TNK WITH INTEGRTED FLOW METER, VCUUM REKER ND PRESSURE RELIEF VLVE. REGENERTION- TYPE CONTROLLER TO METER TYPE. PROVIDE " FLOW DPTERS. ZURN 60XL WTER HMMER RRESTOR SCHEDULE SIZES FIXTURE UNITS - - C -60 PLUMING LEGEND FF OP P CI CO CS DCW DHW DHR EEW EC ESU ET EXIST FD FFE GC GD GPF H H I IE LV M MV NTS NPT RD RH RO RPZ SN SD SH SK TW TYP UNO UR V VIF VTR W WC WCO WH WH WS D 6- E - F -0 OVE FINISHED FLOOR OTTOM OF PIPE OOSTER PUMP CST IRON EN OUT INICL SINK DOMESTIC COLD WTER DOMESTIC HOT WTER DOMESTIC HOT WTER RETURN EMERGENCY EYEWSH ELECTRIC WTER COOLER EMERGENCY SHOWER UNIT EXPNSION TNK EXISTING FLOOR DRIN FINISHED FLOOR ELEVTION GENERL CONTRCTOR GRGE DISPOSL GLLONS PER FLUSH HYDRNT HOSE I ICE MKER OX INVERT ELEVTION LVTORY MOP SIN MIXING VLVE NOT TO SCLE NOMINL PIPE THRED ROOF DRIN ROOF HYDRNT ROOF OVERFLOW REDUCED PRESSURE ZONE SSEMLY SNITRY STORM DRIN SHOWER SINK TEMPERED WTER TYPICL UNLESS NOTED OTHERWISE URINL VENT VERIFY IN FIELD VENT THRU ROOF WSHER OX WTER OSET WLL ENOUT WTER HETER WTER HMMER RRESTOR WTER SOFTENER PIPING SPECIFICTIONS: SYSTEM SSIFICTION DOMESTIC WTER: SNITRY/STORM: SNITRY VENT: ELOW GROUND PIPE: OVE GROUND PIPE: SERVICE WEIGHT, CST IRON, NO HU, COTED, STM. OVE GROUND FITTINGS: PIPE: FITTINGS: SIMULTED MEDICL IR/VCUUM: PIPE: INSULTION: FITTINGS: " & SMLLER: OVE/ELOW GROUND PIPE: OVE/ELOW GROUND FITTINGS: " & SMLLER: OVE GROUND VLVES: HRD, TYPE K COPPER, PLIN END, STM. WROUGHT COPPER, SOLDER JOINT, NSI 6.. JOINTS SHLL E SOLDERED WITH LED FREE, 9-, TIN-NTIMONY, STM. VLVES SHLL E LED FREE ND SHLL NOT CONTIN MORE THN WEIGHTED VERGE OF 0.% LED WITH RESPECT TO THE WETTED SURFCES. " & SMLLER: -/" & LRGER: LL VLVES: OVE GROUND FLNGES: " & SMLLER: OVE GROUND OLTS: 600L W.O.G. SOLDER ENDS, STNDRD PORT, RONZE ODY, CHROMIUM PLTED LL, REINFORCED TFE SETS, POLLO 0LF-00 SERIES OR PPROVED EQUL. LNCE VLVE (CIRCUIT SETTER): CHECK VLVE: 00 PSIG MXIMUM WORKING PRESSURE, NPT FEMLE ENDS, STNDRD PORT, DZR RSS C0 ODY, STINLESS STEEL SPRING, HNR DIPHRGM, EPDM O-RINGS, RSS C000 LL, PTFE SET, ELL & GOSSETT MODEL M-/ SENTRY FLO-SETTER OR PPROVED EQUL. RONZE ODY, SWING CHECK, SOLDERED CONNECTION, VITON SET, POLLO SERIES 6Y CHECK VLVE OR PPROVDED EQUL. UTTERFLY VLVES: 0 L DUCTILE IRON ODY, LUMINUM RONZE DISC, STINLESS STEEL STEM, GRDE E SET WITH LEVER HNDLE, VICTULIC SERIES 00 OR PPROVED EQUL. SOLDER TYPE, CST COPPER, SS 0, NSI 6., NICO OR PPROVED EQUL. CRON STEEL MCHINE OLTS, STM 0 GRDE, HEVY HEX HED, CORSE THRED WITH CRON STEEL STM 0 GRDE, HEVY SERIES HEX NUTS. OVE GROUND UNIONS: " & SMLLER: OVE GROUND INSULTING UNIONS: " & SMLLER: -/" & LRGER: ELOW GROUND PIPE: " & LRGER: ELOW GROUND FITTINGS: " & LRGER: /" & LRGER: /" & LRGER: LL VLVES: PIPE: GENERL: " & SMLLER: SIMULTED MEDICL OXYGEN: FITTINGS: LL VLVES: HRD, TYPE L COPPER, PLIN END, STM. WROUGHT COPPER, SOLDER JOINT, NSI 6.. DIELECTRIC INSULTING UNION, COPPER TO STEEL. DIELECTRIC INSULTING FLNGE, COPPER TO STEEL. EXTR HEVY DUTY WEIGHT, CST IRON, HU & SPIGOT, COTED, STM. MTCH WEIGHT & TYPE OF PIPE. JOINTS SHLL E MDE USING HU & SPIGOT, STM. MTCH WEIGHT & TYPE OF PIPE. JOINTS SHLL E MDE USING NEOPRENE NO HU COUPLING, STM C6, WITH TYPE 0 STINLESS STEEL MPS. USE VENT FITTINGS WHERE PPLICLE. USE VENT FITTINGS. SERVICE WEIGHT, CST IRON, NO HU, COTED, STM. MTCH WEIGHT & TYPE OF PIPE. JOINTS SHLL E MDE USING NEOPRENE NO HU COUPLING, STM C6, WITH TYPE 0 STINLESS STEEL MPS. USE VENT FITTINGS WHERE PPLICLE. USE VENT FITTINGS. HRD, TYPE L COPPER OXY/MED SERVICE TUE, PLIN END, PER STM 9 NFP 99. WROUGHT COPPER, RZED JOINT, PER STM ND NFP L W.O.G. THREDED ENDS, RONZE ODY, PIECE, FULL PORT, RSS LL, REINFORCED TFE SETS, ROUND HNDLE, STTIC GROUNDED, OXYGEN ENED, GROUNDED LL & STEM, POLLO - 00 SERIES OR PPROVED EQUL. HRD, TYPE L COPPER SEMLESS COPPER, PLIN END, STM, CPPED ENDS, ENED FOR OXYGEN GS SERVICE PER NFP ND NFP. WROUGHT COPPER SOCKET JOINT, NSI 6., JOINTS SHLL E RZED WITH SILVER RZING LLOY. 600L W.O.G. THREDED ENDS, RONZE ODY, PIECE, FULL PORT, RSS LL, REINFORCED TFE SETS, ROUND HNDLE, STTIC GROUNDED, OXYGEN ENED, GROUNDED LL & STEM, POLLO - 00 SERIES OR PPROVED EQUL. NOTES:. INSTLLTION, ENING, ND TESTING OF PIPE, FITTINGS, ND VLVES SHLL E MDE IN CCORDNCE WITH NFP ND NFP.. OXYGEN PIPE ND FITTINGS SHLL E EXMINED INTERNLLY EFORE SSEMLY. IF PIPE ND FITTINGS CONTIN SCLE, GRESE, OR DIRT, THE PIPE ND FITTINGS SHLL E WSHED OUT WITH SUITLE SOLUTION THT WILL EFFECTIVELY REMOVE THE SCLE, GRESE, ND DIRT UT WILL NOT RECT WITH OXYGEN, PIPE ND FITTINGS TO E THOROUGHLY LOWN OUT FTER SSEMLY TO REMOVE FOREIGN MTERILS WITH OIL-FREE NITROGEN. LL PIPE INSULTION, DHESIVES, JCKETS, SELERS ND TPES SHLL CONFORM TO NFP 90 ND SHLL NOT EXCEED FLME SPRED RTING OF ND SMOKE DEVELOPED RTING OF 0. INSULTE LL OVE GRDE POTLE HOT & COLD WTER PIPING WITH HIGH DENSITY FIERGLSS INSULTION HVING "K" FCTOR OF 0. T MEN TEMPERTURE OF f. /" THICK INSULTION FOR /" PIPING & LRGER. INSULTE LL STORM PIPING IN THE HORIZONTL POSITION ND ROOF DRIN ODIES WITH " THICK FIERGLSS INSULTION. NO PIPING SHLL E INSULTED UNTIL PRESSURE & LEK TESTED ND PPROVED. PIPING NOTES:. IT IS THE INTENT OF THESE SPECIFICTIONS TO COVER FIRST SS WORKMNSHIP THROUGHOUT. PERSONNEL SHLL E THOROUGHLY TRINED ND EXPERIENCED IN THE PRODUCTS INVOLVED ND IN RECOMMENDED METHODS FOR THEIR FRICTION ND INSTLLTION. NO LLOWNCE SHLL E MDE FOR LCK OF SKILL ON THE PRT OF THE WORKMN IN THE CCEPTNCE ND/OR REJECTION OF COMPLETED WORK.. MTERILS ND EQUIPMENT SHLL E NEW ND INSTLLED S INDICTED ON THE DRWINGS ND/OR SPECIFICTIONS. THEY SHLL E INSTLLED PLUM, LEVEL ND TRUE-TO-LINE WITH DJCENT WORK. WHERE INSTLLTION METHODS RE NOT SPECIFICLLY COVERED Y THE DRWINGS ND/OR SPECIFICTIONS, FIRST SS TRDE PRCTICES ND MNUFCTURER'S INSTRUCTIONS ND RECOMMENDTIONS SHLL GOVERN.. CREFULLY EXMINE LL RCHITECTURL, STRUCTURL, PLUMING, HVC, FIRE PROTECTION, ND ELECTRICL DRWINGS PERTINING TO THE CONSTRUCTION. COOPERTE WITH OTHER TRDES IN LOCTING DUCTWORK, PIPING, EQUIPMENT, ETC., IN ORDER TO VOID CONFLICT WITH OTHER TRDE'S WORK. NO IM FOR COSTS WILL E FOR RELOCTING EQUIPMENT, PIPING, DUCTWORK, ETC., THT INTERFERES WITH OTHER TRDES WORK.. IN DDITION TO NY SPECIFIC GURNTEE CLLED FOR Y SPECIFICTIONS, CONTRCTOR SHLL PROVIDE GURNTEE GINST DEFECTS IN MTERILS, WORKMNSHIP FOR LL PPRTUS ND MTERILS FURNISHED, ND FOR ENTIRE WORKMNSHIP OF INSTLLTION FOR PERIOD OF ONE YER FROM DTE OF SUSTNTIL COMPLETION. DURING GURNTEE PERIOD ND WITHOUT EXPENSE TO OWNER, REPIR LL DEFECTS IN WORKMNSHIP OR MTERIL PROVIDED.. MNUFCTURERS SPECIFIED FOR PLUMING FIXTURES, EQUIPMENT, & CCESSORIES RE TO ESTLISH STNDRD QULITY REQUIRED FOR THIS PROJECT. OTHER MNUFCTURERS MY E CONSIDERED. COMPLY WITH SUMITTL REQUIREMENTS OF DIVISION S OF THE PROJECT MNUL. 6. PLUMING CONTRCTOR SHLL E RESPONSILE FOR LL PENETRTIONS REQUIRED THROUGH WLLS, FLOORS, ETC.. INSTLL PROPER DPTERS T CHNGES IN PIPING MTERILS.. INSTLL DIELECTRIC UNIONS/COUPLINGS OR INSULTED FLNGE KITS T LL JUNCTIONS OF DISSIMILR METL PIPING SYSTEMS. 9. LL VLVES SHLL E INSTLLED IN LOCTIONS WHERE THEY RE CCESSILE ND LE TO E OPERTED ND MINTINED. PROVIDE CCESS PNELS S NEEDED. 0. INSTLL INDIVIDUL SHUTOFF VLVES ND UNIONS T LL PIECES OF EQUIPMENT ND PLUMING FIXTURES.. DRWINGS RE DIGRMMTIC ND INDICTE GENERL RRNGEMENT OF PIPING, ETC. DO NOT SCLE DRWINGS. THE EXCT LOCTION ND/OR ROUTING OF PIPING, ETC. SHLL E DETERMINED IN THE FIELD. MKE RESONLE MODIFICTIONS IN THE INSTLLTION SO LL PIPING, ETC. FIT PROPERLY ND CN E SERVICED. REVIEW MODIFICTIONS WHICH HVE POTENTIL TO FFECT THE ESTHETIC EFFECT OF THE PROJECT WITH THE RCHITECT.. PLUMING CONTRCTOR SHLL RRNGE & PY FOR LL TP-IN FEES, METER DEPOSITS & SERVICE CHRGES REQUIRED Y LOCL WTER, SEWER, STORM & UTILITY DEPRTMENTS.. PLUMING EQUIPMENT ND INSTLLTION SHLL CONFORM TO THE LTEST EDITION OF THE STTE PLUMING CODE, STTE MECHNICL CODE, THE STTE FIRE CODE, THE STTE UILDING CODE, PPLICLE OSH, NFP STNDRDS, COUNT ND CITY UILDING REGULTIONS ND CODES. PRIOR TO ID, THE CONTRCTOR SHLL NOTIFY THE RCHITECT/ ENGINEER OF NY DIFFERENCE ETWEEN PLNS ND LL STTE, COUNTY, ND CITY UILDING REGULTIONS. SHOULD THE CONTRCTOR NOT NOTIFY THE RCHITECT/ENGINEER, THE CONTRCTOR SHLL FULLY COMPLY WITH THESE REGULTIONS WITHOUT IM FOR NY EXTR COSTS.. PLUMING CONTRCTOR SHLL RRNGE ND PY FOR LL PLUMING PERMITS, ND INSPECTIONS S REQUIRED Y LOCL ORDINNCES.. PROVIDE SHUTOFF VLVES T LL HOSE IS, WLL HYDRNTS ND ROOF HYDRNTS. VLVES TO E INSTLLED WHERE THEY RE CCESSILE ND RE LE TO E OPERTED ND MINTINED. PROVIDE CCESS PNELS S NEEDED. 6. THIS CONTRCTOR SHLL FURNISH LL LOR, MTERIL, TOOLS, ND EQUIPMENT TO INSTLL LL PLUMING SYSTEMS S INDICTED ON THE PLUMING DRWINGS ND SPECIFIED IN THE PROJECT MNUL. SUSTITUTION OF EQUIPMENT OR MTERILS OTHER THN THOSE SHOWN ON THE DRWINGS OR LISTED IN THE SPECIFICTION MY E MDE ONLY WITH WRITTEN PPROVL OF THE RCHITECT/ENGINEER MINIMUM OF 0 CLENDR DYS EFORE ID DTE. THE SUSTITUTING TRDE MUST PROVIDE REVISED DRWINGS & NOTIFY LL FFECTED TRDES OF THE CHNGE & PY LL COST CHNGES.. PROVIDE EXCVTION & CKFILL WITH NY COST OF SHEETING & NY COST OF DEWTERING INUDED. CKFILL SHLL E EXCVTED MTERIL WHEN STISFCTORY, COMPCTED IN SIX (6) INCH LYERS. IF EXCVTED MTERIL IS FULL OF ROCKS, CINDERS OR OTHER UNSUITLE MTERIL, THE CKFILL SHLL E PROPERLY COMPCTED WITH WSHED SND & THE EXCESS EXCVTED MTERIL SHLL E DISPOSED OF OFF SITE. NY CUTTING, DRILLING OR PTCHING OF EXISTING SURFCE SHLL E DONE Y THIS CONTRCTOR ND SHLL E REPLCED WITH MTERIL OF SME QULITY ND THICKNESS S THE EXISTING SURFCE.. THE PLUMING CONTRCTOR SHLL MKE SUMITTLS OF SHOP DRWINGS ND CTLOG SHEETS TO RCHITECT/ENGINEER ND SHLL INUDE:.. C. PLUMING FIXTURES LISTED IN SCHEDULE. PLUMING EQUIPMENT LISTED IN SCHEDULE. DRINGE FIXTURES LISTED IN SCHEDULE. 9. DELIVER MTERILS TO PROJECT IN GOOD CONDITION. STORE MTERILS OFF GROUND ND PROTECTED FROM ELEMENTS. CP ENDS OF PIPE PRIOR TO DELIVERY, DURING STORGE T SITE ND THROUGH CONSTRUCTION. 0. VISIT SITE EFORE IDDING. NOTE PPRENT FETURES WHICH MY FFECT WORK. NO SUSEQUENT LLOWNCE WILL E MDE ECUSE OF FILURE TO MKE THIS EXMINTION EFORE IDDING. VERIFY DIMENSIONS IN FIELD.VERIFY STRUCTURL DETILS EFORE INSTLLING NY PIPING. NO EXTR COMPENSTION WILL E LLOWED ECUSE OF DIFFERENCES ETWEEN CTUL MESUREMENTS ND DIMENSIONS ND THOSE INDICTED ON DRWINGS. NOTIFY RCHITECT/ENGINEER IN WRITING OF NY DIFFERENCE WHICH MY E FOUND EFORE PROCEEDING WITH WORK.. T COMPLETION OF WORK UNDER THIS CONTRCT, REMOVE FROM SITE ND DISPOSE OF LL RUISH ND DISCRDED MTERILS ND RESTORE DISTURED FCILITIES ND SURFCES. PROVIDE ENTIRE INSTLLTION THOROUGHLY FREE FROM LL OIL, GRESE, DIRT, ETC. FTER SUCCESSFULLY COMPLETING LL TESTS ND EFORE WORK IS TURNED OVER TO RCHITECT/ENGINEER.. PLUMING CONTRCTOR SHLL KEEP CCURTE RECORDS OF LL UNDERGROUND ND CONCELED PIPING ND EQUIPMENT WHICH DEVITED FROM DRWINGS. T COMPLETION OF WORK, CONTRCTOR SHLL SUMIT MRKED SET OF DESIGN PRINTS INDICTING CHNGES. COMPLY WITH PROJECT OSEOUT REQUIREMENTS OF DIVISION S OF THE PROJECT.. NY DMGES TO EXISTING MTERILS (PIPE, WLLS, CEILINGS, ETC.) SHLL E REPIRED OR REPLCED TO MTCH EXISTING.. LL PENETRTIONS THRU WLLS ND FLOORS SHLL E PROVIDED WITH PROPER SIZED SLEEVES. SEL LL PIPE SLEEVES WITH M #CP TWO HOUR FIRE RTED CULKING (OR PPROVED EQUL). LL FEROUS PIPE PENETRTIONS THRU FIRE RTED WLLS/FLOORS SHLL E INSTLLED IN CCORDNCE WITH PPROPRITE M FIRESTOP SYSTEM (OR PPROVED EQUL). LL PIPING SLEEVES SHLL E SCHEDULE 0, CRON STEEL, STM, GRDE.. LL PIPING THROUGH FOUNDTION WLLS SHLL E SLEEVED & SELED WITH NON-SHRINK GROUT. LL PIPING UNDER FOUNDTION WLLS SHLL LSO E SLEEVED. PIPE SLEEVE SHLL E TWO PIPE SIZES GRETER THN THE PIPE PSSING THROUGH/UNDER THE WLL. CONTRCTOR SHLL V.I.F. EXCT LOCTIONS, SIZES & ELEVTIONS. PIPE SLEEVE SHLL E SLOPED TO MTCH SLOPE OF PIPE. CONTRCTOR SHLL PROVIDE THUNDERLINE LINK-SEL WITH WTER STOP FOR PIPE PENETRTION THROUGH FOUNDTION WLLS. 6. PROVIDE POLISHED CHROME SUPPLY STOPS ND GUGE CST RSS P-TRP WITH ENOUT T PLUMING FIXTURES.. THE CONTRCTOR SHLL TEST THE PLUMING SYSTEM PER THE STTE PLUMING CODE. EN ND FLUSH LL POTLE WTER LINES FTER TESTS UNTIL LINES RUN EN ND THEN CHLORINTE TO STERILIZE SYSTEM. FTER STERILIZTION, FLUSH ND TEST WTER QULITY. THE CONTRCTOR SHLL FURNISH CERTIFICTE OF PPROVL FROM THE DEPRTMENT OF HELTH OR CERTIFIED TESTING LORTORY TO THE RCHITECT/ENGINEER T COMPLETION OF JO EFORE FINL PYMENT IS MDE. CONTRCTOR SHLL NOTIFY RCHITECT/ENGINEER DYS IN DVNCE OF LL TESTS IN ORDER TO WITNESS ECH TEST. THE CONTRCTOR SHLL PROVIDE THE FOLLOWING PIPING TEST REPORTS:. DTE OF TEST. PIPING SYSTEM TESTED C. LINE MTERIL SPECIFICTION D. TEST FLUID E. TEST PRESSURE F. TEST HOLDING TIME G. CERTIFICTION OF TEST Y ENGINEER ND PERSON PERFORMING TEST IN THE EVENT THT EITHER TESTING OR WITNESSING IS WIVED, THIS SHLL E SO RECORDED ON THE TEST REPORT. T COMPLETION OF JO, LL TEST REPORTS SHLL E SUMITTED TO THE RCHITECT EFORE FINL PYMENT IS MDE.. LL VITREOUS CHIN PLUMING FIXTURES SHLL E FURNISHED IN WHITE COLOR UNLESS NOTED OTHERWISE PROVIDE SEISMIC RESTRINT HNGERS & SUPPORTS FOR LL PIPING ND EQUIPMENT PER THE 0 INTERNTIONL UILDING CODE WITH INDIN MENDMENTS. PLUMING CONTRCTOR SHLL MINTIN MINIMUM '-0" ERNCE ETWEEN PLUMING VENT ND HVC EQUIPMENT FRESH IR INTKE. COORDINTE WITH GENERL CONTRCTOR. PLUMING CONTRCTOR SHLL REFER TO THE RCHITECTURL DRWINGS FOR PLUMING FIXTURE LOCTIONS, MOUNTING HEIGHTS ND ROUGH-IN DIMENSIONS.. PLUMING CONTRCTOR SHLL E RESPONSILE FOR CUTTING SINK OWL HOLE IN COUNTERTOPS. Design Team PCI Skanska 0 N.W. First Steet Evansville, IN 0 Phone:..6 The S/L//M Collaborative 0 Glastonbury lvd Glastonbury, CT 060 Phone: VPS Main Street Suite 00 Evansville, IN 0 Phone:..9 Lochmueller Group 600 Vogel Road Evansville, IN Phone: Rundell Ernstberger ssociates, LLC S. Jefferson Street Muncie, IN 0 Phone: 6..9 MULTI-INSTITUTIONL CDEMIC HELTH SCIENCE & RESERCH CENTER Evansville, Indiana 0 DRWN Y: CHECKED Y: PROJECT NUMER: uthor Checker PLUMING NOTES P00 Design Coordination, Structural & MEP ISSUE Civil Landscape 0//6 DDENDUM 09/6/6 INTERIORS, LNDSCPING, ND HRDSCPE 0/09/6 UNDERGROUND UTILITIES ND FOUNDTIONS ISSUE DTE DESCRIPTION SHEET NUMER 0//6

11 Design Team GENERL NOTES: PCI Skanska. SEE DOMESTIC WTER RISER DIGRM PRT ON SHEET PD0. 0 N.W. First Steet. SEE ENLRGED DOMESTIC WTER RISER DIGRM ON SHEET PD0. KEY NOTES: ' - 0" /" " DH R MTCHLINE SEE HR " DCW /" " DH W " DC W /" D F CONSULT 00 DN NURSE STTION 00 MPHITHETRE 00 CONTROL ROOM 00 COT ROOM/ STORGE 00 MONITOR 00 DN 0 Glastonbury lvd /" DCW & DHW DOWN TO SK. /" DCW DOWN TO EC. /" DCW & /" DHW DOWN TO CHSE. /" DCW & " DHW DOWN TO CHSE. Main Street Suite 00 /" DCW & /" DHW DOWN TO CS. Evansville, IN 0 6 /" DCW & DHW DOWN TO FUME HOOD (Y OTHERS). VERIFY CONNECTION STYLE WITH EQUIPMENT MNUFCTURER. "DCW, "DHW, " DHR UP, " SIM VC ND /" SIM MED IR UP TO ND FLR. SHUT-OFF VLVE. 9 DHR LNCING ND CHECK VLVE. 0 /" DCW & DHW DOWN TO SK ND EEW. /" DCW & DHW DOWN TO M. WTER HMMER RRESTOR. SIZE PER ZURN 60XL WTER HMMER RRESTOR SCHEDULE. " DHW DOWN TO CHSE. /" DCW DOWN TO CHSE. /" DTW DOWN TO ESU. 6 CHECK VLVE ND PRESSURE REGULTOR. FIELD SET PRESSURE REGULTORS TO 0 PSI. /" DTW, /" DCW & DHW DOWN TO MIXING VLVE. /" DCW & DHW DOWN TO W. 9 /" DCW DOWN TO WC. 0 /" SIMULTED MEDICL IR TO EQUIPMENT PROVIDED Y OWNER. " SIMULTED MEDICL VCUUM TO EQUIPMENT PROVIDED Y OWNER. Phone: VPS Phone:..9 Civil Lochmueller Group 600 Vogel Road Evansville, IN Rundell Ernstberger ssociates, LLC Landscape S. Jefferson Street INTKE LCOVE 00 DN The S/L//M Collaborative Phone: MPH VESTIULE 00D MPH VESTIULE 00C 0' - 0" STFF OFFICE RE 00 Phone:..6 SHEET PD0 DHW MTCHLINE SEE SHEET PD0 ' - 0" DCW ' - 0" Evansville, IN 0 Glastonbury, CT 060 9' - " ' - 0" Design Coordination, Structural & MEP CORRIDOR 999 DN Muncie, IN 0 Phone: 6..9 MGR OFFICE 00 CFE/ SETING 0 SMPLE PROCESSING/ FREEZER 0 6 EXM/ INFUSION 006 SK- EXM/ PROCEDURE 009 CONGREGTION RE 0 ESU- SK- EEG TESTING 06 NEUROPSYCH TESTING 0 NEUROPSYCH TESTING 00 SK- 9 NEUROPSYCH TESTING 0 /" DHR /" DHW G PTIENT TLT 09 SK- EXM/ INFUSION 006C SK- /" DHR /" DHW " DCW " DHW /" DHW " DCW /" DHR /" DHR /" DHW 9 /" DCW " DCW WC- SK- /" DHW /" DHR /" DHW /" DCW " DCW " DHW LV- /" DHR EQUIPMENT ROOM 0 LV- WC- SK- MRI SCNNER 0D WELLNESS ROOM 0 EC- " DHW SOILED UTILITY " DHW 0 /" DCW CS- NOURISHMENT 0 /" DCW /" DHW MDF 09 MEDS 0 HOUSEKEEPING 996?? " DHW /" DHR " DCW SK- CTERING/ STGING 0 LV- /" DHW WC- " DHR J " DCW RPZ- RPZ- MV- SK- 0 WH- SK- FMILY/ SSISTED USE TOILET 06 " DHW /" DHR " DCW MIL ROOM 00 W- LUNDRY SERVICE W- 0 UILDING MNGER OFFICE 0 GENERL STORGE 06 UILDING SUPPORT STFF 0 RPZ- DESCRIPTION RECEIVING/ LODING DOCK 0 MIN ELECTRICL 99 P- DTE STIR NO. 999P PSSGE 999E MECHNICL 99 H- SERVICE ELEVTOR 999Z RECYE 0 WH- ET- WS- 0//6 DDENDUM 09/6/6 INTERIORS, LNDSCPING, ND HRDSCPE ISSUE 6 0 M- STIR NO. 999R EXM/ PROCEDURE 0 SK- SK- EEW- EN UTILITY/ EQUIP STORGE 0 /" SIM MED IR " DHR " DCW " SIM VC " DHW SK- /" DHW /" DHW " DCW /" DCW STFF TLT 0 WC- WELLNESS ROOM 0 9' - 0" LV- CONTROL ROOM 0C SK- 0' - 0" H 9' - 0" " DHR CONTROL VESTIULE 0 /" DCW /" DHR PT. TLT 0 /" DCW 0' - 0" SK- FIRE PUMP ROOM 99 K TRUE PROJECT KEYPLN MULTI-INSTITUTIONL CDEMIC HELTH SCIENCE & RESERCH CENTER Evansville, Indiana 0 FIRST FLOOR DOMESTIC WTER PLUMING ND SIMULTED GS PLN PRT SCLE: /" = '-0" DRWN Y: CHECKED Y: SMS MEC PROJECT NUMER: FIRST FLOOR DOMESTIC WTER PLUMING ND SIMULTED GS PLN PRT PD0 SHEET NUMER ISSUE 0//6

12 CONSTRUCTION CHNGE DIRECTIVE NO. Date: Oct., 06 Project: Owner: Multi-Institutional cademic Health Science & Research Center Walnut Street Evansville, IN Meridian lvd., Suite 00 Franklin, TN 06 This Construction Change Directive No. is a change to the original Drawings and Project Manual released for bids dated June 6, 06 for the project referenced above. This document is to be used for the purpose of obtaining the necessary adjustments necessary to accommodate the items listed below. This is NOT a change order. This CCD contains six (6) items with attachments. Item: Description:.) Drawing S0 SL PLN RE a. dded stair foundation..) Drawing S0- FOUNDTION S ND DETILS a. dded stair foundation section..) Drawing SF0 SECOND FLOOR FRMING PLN a. Moved Stair opening. b. Revised sections at opening edges..) Drawing SF0 THIRD FLOOR FRMING PLN a. dded beam for stair support..) Drawing SF0 FOURTH FLOOR FRMING PLN a. Moved Stair opening. b. Revised sections at opening edge. 6.) Drawing SF0 STEEL S ND DETILS a. dded stair stringer connection details. b. dded Stair opening section. Page

13 SL PLN NOTES:. FINISHED FIRST FLOOR ELEVTION 00'-0" = REFER TO SHEET S00 FOR GENERL STRUCTURL NOTES.. " THICK CONCRETE SL w/.0 LS./YD OF TUF STRND SF Y EUID CHEMICL COMPNY (OR PPROVED EQUL) ON " MINIMUM COMPCTED # STONE. CONTCT THE FIER MNUFCTURER PRIOR TO MIX DESIGN SUMITTL FOR VERIFICTION. SEE SL DETIL ON S0. Design Team PCI Skanska 0 N.W. First Steet Evansville, IN 0 Phone:..6 The S/L//M Collaborative 0 Glastonbury lvd Glastonbury, CT 060 Design Coordination, Structural & MEP ' - 0" ' - 0" ' - 0" ' - 0"..6.. SEE RCHITECTURL DRWINGS FOR LL MN DOORS ND OVERHED DOOR LOCTIONS.. RE ON HOLD FOR VERIFICTION OF RECESS MT REQUIREMENTS. SEE RCHITECTURL DRWING FOR MORE INFORMTION. 6. FOUNDTION SHLL ER ON FIRM NTURL SOIL OR UNSTLE MTERIL SHLL E REMOVED ND FLOWLE FILL OR COMPCTED ENGINEEERED FILL E INSTLLED. PRIOR TO INSTLLTION, THE ERING MTERIL SHLL E REVIEWED Y GEOTECHNICL ENGINEER POST EXCVTION.. COORDINTE PD SIZE ND LOCTIONS WITH PPROVED VENDOR SHOP DRWINGS.. CONTRCTOR TO COORDINTE LL CHNGE IN GRDEWLL CONDITIONS WITH RCHITECTURL DRWINGS. Phone: VPS Main Street Suite 00 Evansville, IN 0 Phone:..9 Lochmueller Group 600 Vogel Road Evansville, IN Phone: Rundell Ernstberger ssociates, LLC Civil Landscape S. Jefferson Street. ' - 0" S0 EL. 00' - S0 EL. 00' - S0 EL. 00' - 0" S0 Muncie, IN 0 Phone: 6..9 C D 0' - 0" 0' - 0" 0' - 0" 0' - SEE NOTE SIM. 6 S0 S0 CONTRCTION OR CONSTRUCTION JOINT, REFER TO DTL. ON SHT. S0 ' - 0" 9' - 0" EQUIPMENT PD, REFER TO DTL. ON SHT. S0 SEE NOTE 6' - 0" '- THICK " COLUMN ISOLTION JOINT, REFER TO DTL. ON SHT. S0 EL. 00' - 0" U.N.O. SEE NOTE 0 S0 FLOOR FLOOR DRIN, REFER TO DTL. 6 ON SHT. S0 # x ' - 0" LONG CTRD. IN SL, ISOLTION JOINT, REFER TO DTL. ON SHT. S0 S0 6 S0 S0 EL. 9' - 0 /" S0 S0 EL. 9' - /" 9 S0 0 S0 EL. 99' - 9" ' - 0" " SLOPE ' - 0" 0 S0 S0 S0 S0 EL. 00' - 0" S0 EL. 99' - 9" SEE CIVIL DRWINGS ENTRY SL # x ' - 0" LONG CTRD. IN SL, PRECST CONC. PNEL 0//6 CCD # 0//6 LTERNTE FOUNDTION DESIGN ISSUE DTE DESCRIPTION S0 SEE NOTE 6 S0 E SEE NOTE EL. 00' - 0" SIM. S0 MTCHLINE SEE SHEET S0 MTCHLINE SEE SHEET S0 SL PLN - RE SCLE: /" = '-0" PROJECT TRUE KEYPLN MULTI-INSTITUTIONL CDEMIC HELTH SCIENCE & RESERCH CENTER Evansville, Indiana 0 DRWN Y: CHECKED Y: PROJECT NUMER: TK RWL SL PLN RE D SL VIEW - RE S0 SHEET NUMER ISSUE 0//6

14 Design Team PCI Skanska Design Coordination, Structural & MEP T.O. WLL EL. 00' - 0" EQ EQ PLN ' - 0" R ' - " R # TIES () # DOWELS, EQ. SPCED., NCHOR INTO CONC. USING HILTI HIT HY00 INJECTION DHESIVE, ( EMED) SEPLTE, (ELOW) DETIL SCLE: /" = '-0" /" # " O.C. " FOOTING EL. EL. EL. PLN ' - 0" R ' - " R (6) # DOWELS, EQ. SPCED., NCHOR INTO CONC. USING HILTI HIT HY00 INJECTION DHESIVE, ( EMED) # TIES SEPLTE (ELOW) DETIL SCLE: /" = '-0" /" # " O.C. " " EL. EL. FOOTING EXT. SL, SEE CIVIL " O.C. # x " O.C. 9" /" ' - 9" ' - 9" SCLE: /" = '-0" ISOLTION JOINT, REFER TO DTL. ON SHT. S0 ' - " #@" O.C. E.W. T& CONC. SL ON GRDE EL. 00' - 0" EL. 9' - 0" 0 N.W. First Steet Evansville, IN 0 Phone:..6 The S/L//M Collaborative 0 Glastonbury lvd Glastonbury, CT 060 Phone: VPS Main Street Suite 00 Evansville, IN 0 Phone:..9 Lochmueller Group 600 Vogel Road Evansville, IN Phone: Rundell Ernstberger ssociates, LLC S. Jefferson Street Muncie, IN 0 Phone: 6..9 Civil Landscape EXT. SL, SEE CIVIL " O.C. # x " O.C. 9" ISOLTION JOINT, REFER TO DTL. ON SHT. S0 #@" O.C. E.W. T& CONC. SL ON GRDE " EL. 00' - 0" EL. 9' - 0" " CMU, SEE RCH. PPROX. FINISH GRDE COLUMN FTG., ' - /" 9" ISOLTION JOINT, REFER TO DTL. ON SHT. S0 CONC. SL ON GRDE # x " O.C. " O.C. " RIGID INSULTION EL. 00' - 0" " ' - " NOTE:. COORDINTE EXTENTS ND ELEVTION WITH RF SHIELDING PPROVED VENDOR SHOP DRWINGS. # x '-0" " O.C. " EL. 99' - 0" SEE NOTE EL. 99' - 0" SEE NOTE " ISOLTION JOINT, REFER TO DTL. ON SHT. S0 NOTE:. COORDINTE EXTENTS ND ELEVTION WITH RF SHIELDING PPROVED VENDOR SHOP DRWINGS. DD lbs. PER CUIC YRD OF CONC. OF FM60 MCRO-SYNTHETIC FIER Y PROPEX. PRODUCT CODE #: 00 OR PPROVED EQ. ' - 0" ' - 6 SCLE: /" = '-0" SCLE: /" = '-0" ' - 9" ' - 9" SCLE: /" = '-0" SCLE: /" = '-0" K /" 9" 9" # x " O.C. STIR STRINGER CONC. WLL FOOTING SEE ON SHT. S0 ELECTRICL CONDUIT, SEE ELECTRICL DWGS. FOR MORE INFO. () #'s T& ' - 0" 9 S0 ' - " ' - 0" ELEVTION SCLE: /" = '-0" # TIES, ' - EL. 00' - 0" EL. 99' - " EL. 9' - 0" CONC. WLL FOOTING SEE ON SHT. S0 # RS T&, SP. & QUNTITY TO MTCH LONGITUDINL REINF. OF CONC. M. OVE CONDUITS " CMU, SEE RCH. EL. 00' - 0" PPROX. FINISH GRDE EL. 99' - " ELECTRICL CONDUIT, SEE ELECTRICL DWGS. FOR MORE INFO. 9 ' - " SCLE: /" = '-0" " O.C. ISOLTION JOINT, REFER TO DTL. ON SHT. S0 # " O.C. " RIGID INSULTION (6) #xcont. EL. 00' - 0" ISOLTION JT. REFER TO DTL. ON SHT. S0 ' - " SPLICE EMED PLTE, REFER TO DTL. ON SHT. SF0 0 SCLE: /" = '-0" CONC. SL ON GRDE, SEE SL PLN " O.C. E.W., TOP & OTT. 0//6 CCD # 0//6 CCD # 0//6 CCD # 0//6 LTERNTE FOUNDTION DESIGN ISSUE DTE DESCRIPTION PROJECT TRUE KEYPLN MULTI-INSTITUTIONL CDEMIC HELTH SCIENCE & RESERCH CENTER Evansville, Indiana 0 DRWN Y: TK CHECKED Y: RWL PROJECT NUMER: FOUNDTION S ND DETILS S0 SHEET NUMER ISSUE 0//6

15 . " ' - 0" " /" ENT PLTE Wx6 /". 0 ' - ' - ".6 ' - ". 0.0k Wx9 ENLRGED PLN SCLE: /" = '-0" Wx0 C D E /" ENT PLTE 0' - 0" TO F LINE () EQ. SP. = 0' - 0" () EQ. SP. = 0' - 0" () EQ. SP. = 0' - 0" () EQ. SP. = 0' - ' - ". MTCHLINE SEE SHEET SF0 ' - 0" 0 /" /" ENT PLTE ' - 0" ' - 0" ' - 0" ' - 0" W0x90 W6x6 Wx6 Wx6 Wx6 Wx..9k W6x6 ().9k Wx Wx Wx0 Wx6 SF0 Wx Wx Wx0 Wx0 9.0k Wx 9.0k 0.0k Wx9 0.0k.0k. ' - " Wx9 Wx6.6. Lxx/ () EQ. SP. = ' - 0" () EQ. SP. = ' - 0" Wx0.0k 0.0k Wx (6) 0.0k 0.0k Wx (6) 0.0k W0x6 60.0k 6.0k Wx () 6.0k 6.0k Wx () 6.0k Wx0 0.0k.0k Wx Wx.k Wx6.0k Wx0 ().0k Wx6.k 0.0k Wx 0.0k Wx0 6.0k.0k Wx.0k.0k Wx0 0.0k Wx0.0k.0k Wx.0k 6.0k Wx0 6.0k 6.0k Wx () 6.0k 6.0k Wx () 6.0k.0k Wx ().0k.0k Wx ().0k Lxx/ 0.0k Wx (0) 0.0k 0.0k Wx (0) 0.0k 6.0k Wx () 6.0k 6.0k Wx () 6.0k Wx0 Wx0 Wx Wx.k Wx0.0k.0k Wx.0k.0k Wx0 WT6x SF0 (-) 60k (T) 00k (C) 0" Wx.0k Wx9 (0).0k.0k Wx9 (0).0k.0k 6.0k Wx () 6.0k 6.0k Wx () 6.0k WT6x /" ENT PLTE FLOOR FLOOR DRIN, COORDINTE w/ MECH. DRWINGS REFER TO DTL. 6 ON SHT. S0 ' - " 60k (T) 00k (C) (-) Lxx/ 6' - " ' - 0" ' - 0" SF0 Lxx/ Wx Wx6.k Wx.k Wx 0.0k Wx (0) 0.0k 0.0k Wx (0) 0.0k 6.0k Wx () 6.0k 6.0k Wx () 6.0k 0.0k Wx () 0.0k.0k Wx9 (0).0k.0k Wx ().0k Wx0 " " 0' - " 0' - " ' - " ' - " ' - " " Wx0..6 # x '-, LL COLUMNS, () SIDES SEE NOTE 9' - " " 0' - " " 9' - " SF0 SF0 ' - " 9.0k Wx0 0.0k SF0 SF0 ' - " 0' - " " Lxx/ 0' - " 0' - 0".0k Wx ().0k.0k Wx ().0k 0.0k Wx0 (0) 0.0k Wx6 Wx6 Wx6 Lxx/ ' - 0" Wx9 9' - 0 /" 0 SF0 SF0 ".0k Wx.0k 0.0k 0.0k Wx 0.0k 0.0k Wx 0.0k 0.0k Wx9 0.0k 9.0k ' - " " /" ' - 9" ' - 0 /" ' - 6 /" ' - " 0 9 Wx0 " ' - " /" ENT PLTE 6' - " ' - " ' - " " ' - /" CNOPY ELOW SF0 MTCHLINE SEE SHEET SF0 SF0 FRMING PLN NOTES:. FINISHED FIRST FLOOR ELEVTION 00'-0" = REFER TO SHEET S00 FOR GENERL STRUCTURL STEEL NOTES.. INDICTES MOMENT CONNECTION. SEE DETIL ON SHEET FOR DDITIONL INFORMTION.. INDICTES MOMENT CONNECTION. SEE DETIL 6 ON SHEET FOR DDITIONL INFORMTION.. INDICTES PRECST CONNECTION TO STEEL. COORDINTE LOCTION w/precst MNF. 6. NUMER IN PRENTHESIS INDICTES THE NUMER OF STUDS TO E UTOMTICLLY WELDED THRU STEEL DECK TO SUPPORTING EM FLNGE. LL STUDS TO E /"Ø x " LONG HEDED STUDS.. ENT PLTE OR NGLE, TYPICL T SL OPENINGS ND SL PERIMETER, UNLESS OTHERWISE NOTED.. CONTRCTOR TO COORDINTE LL ELEVTED SL CONSTRUCTION JOINT LOCTIONS WITH ENGINEER OF RECORD PRIOR TO INSTLLING SL. 9. LL RECTIONS SHOWN RE SERVICE LOD (UNFCTORED) RECTIONS. 0. REFER TO COLUMN SCHEDULE ON SHEEET SF0 FOR COLUMN INFORMTION.. SHOP WELD TOP & OTTOM FLNGE LONG WITH WE OF W TO COLUMN w/ /" FILLET WELD.. 6 /" THICK (TOTL) LIGHT WEIGHT CONCRETE FLOOR ON " COMPOSITE METL DECK w/6x6 - W.9 WIRE MESH CENTERED IN SL.. FOR ELEVTED SL, SEE DETILS, 6, & ON. Design Team PCI Skanska 0 N.W. First Steet Evansville, IN 0 Phone:..6 The S/L//M Collaborative 0 Glastonbury lvd Glastonbury, CT 060 Phone: VPS Main Street Suite 00 Evansville, IN 0 Phone:..9 Lochmueller Group 600 Vogel Road Evansville, IN Phone: Rundell Ernstberger ssociates, LLC S. Jefferson Street Muncie, IN 0 Phone: 6..9 PROJECT TRUE Design Coordination, Structural & MEP KEYPLN MULTI-INSTITUTIONL CDEMIC HELTH SCIENCE & RESERCH CENTER Evansville, Indiana 0 Civil Landscape 0//6 CCD # 0//6 SI-00 06/06/6 PRIMRY STRUCTURL STEEL ISSUE DTE DESCRIPTION SECOND FLOOR FRMING PLN - RE SCLE: /" = '-0" EL. = 9'- /" U.O.N. D SECOND FLOOR FRMING VIEW - RE DRWN Y: CHECKED Y: PROJECT NUMER: TK RWL SECOND FLOOR FRMING PLN PRT SF0 SHEET NUMER ISSUE 0//6

16 FRMING PLN NOTES:. FINISHED FIRST FLOOR ELEVTION 00'-0" = REFER TO SHEET S00 FOR GENERL STRUCTURL STEEL NOTES.. INDICTES MOMENT CONNECTION. SEE DETIL ON SHEET FOR DDITIONL INFORMTION. Design Team PCI Skanska 0 N.W. First Steet Evansville, IN 0 Phone:..6 The S/L//M Collaborative Design Coordination, Structural & MEP. INDICTES MOMENT CONNECTION. SEE DETIL 6 ON SHEET FOR DDITIONL INFORMTION. 0 Glastonbury lvd Glastonbury, CT 060 ' - 0" ' - 0" ' - 0" ' - 0". ' - ". INDICTES PRECST CONNECTION TO STEEL. COORDINTE LOCTION w/precst MNF. 6. NUMER IN PRENTHESIS INDICTES THE NUMER OF STUDS TO E UTOMTICLLY WELDED THRU STEEL DECK TO SUPPORTING EM FLNGE. LL STUDS TO E /"Ø x " LONG HEDED STUDS.. ENT PLTE OR NGLE, TYPICL T SL OPENINGS ND SL PERIMETER, UNLESS OTHERWISE NOTED.. CONTRCTOR TO COORDINTE LL ELEVTED SL CONSTRUCTION JOINT LOCTIONS WITH ENGINEER OF RECORD PRIOR TO INSTLLING SL. 9. LL RECTIONS SHOWN RE SERVICE LOD (UNFCTORED) RECTIONS. 0. REFER TO COLUMN SCHEDULE ON SHEEET SF0 FOR COLUMN INFORMTION.. SHOP WELD TOP & OTTOM FLNGE LONG WITH WE OF W TO COLUMN w/ /" FILLET WELD.. 6 /" THICK (TOTL) LIGHT WEIGHT CONCRETE FLOOR ON " COMPOSITE METL DECK w/6x6 - W.9 WIRE MESH CENTERED IN SL. Phone: VPS Main Street Suite 00 Evansville, IN 0 Phone:..9 Lochmueller Group 600 Vogel Road Evansville, IN Phone: Rundell Ernstberger ssociates, LLC S. Jefferson Street Muncie, IN 0 Phone: 6..9 Civil Landscape ' - " () EQ. SP. = ' - 0" () EQ. SP. = ' - 0". FOR ELEVTED SL, SEE DETILS, 6, & ON. C D E () EQ. SP. = 0' - 0" () EQ. SP. = 0' - 0" () EQ. SP. = 0' - 0" () EQ. SP. = 0' - 0' - 0" TO F LINE MTCHLINE SEE SHEET SF0 0 Wx0 /" /" ENT PLTE W6x6 () W6x6 () Wx (0) Wx Wx0 Wx Wx Wx Wx () SEE NOTE " " Wx9 Wx Wx9. /" 0 Wx Wx0 Wx0 Wx0 Wx 0.0k 0.0k 0.0k 0.0k Wx0 Wx0.0k ' - Wx0 Wx6 60.0k 6.0k 6.0k 6.0k 6.0k.6 ' - ".0k.0k 0.0k 0.0k SEE RCH. 0 SF0 W0x ( -' - /" ). Lxx/ Wx0 Wx () Wx () Wx0 Wx0 () Wx0 () Wx9 Wx0 ().0k Wx Wx Wx Wx Wx6 Wx Wx Wx Wx0 Wx0 Wx Wx0 Wx0.0k Wx Wx0 Wx Wx0 Wx0.0k Wx.0k Wx0 Wx () Wx () Wx () Wx () STIR STRINGER EMED PLTE Lxx/ Wx0.0k 0.0k.0k.0k 6.0k 0.0k 0.0k.0k.0k ' - 9" 6.0k 6.0k 6.0k 6.0k.0k.0k.0k 6.0k 0.0k 0.0k Wx0 Wx Wx0 0" Wx /" ENT PLTE Lxx/ Wx Wx () Wx () Wx () Wx () FLOOR FLOOR DRIN, COORDINTE w/ MECH. DRWINGS REFER TO DTL. 6 ON SHT. S0.0k 6.0k 6.0k.0k.0k.0k 6' - " ' - 0" ' - 0" Wx () Wx () SF0 Lxx/ Wx9 (0) Wx9 (0) Lxx/ Wx Wx () Wx9 (0) Wx () Wx0 ".0k.0k 0.0k 0.0k ' - " " " ' - 0' - " 0' - ".0k.0k.0k 0 SF0 W0x6 0.0k 6.0k.0k.0k.0k 6.0k 6.0k SEE RCH. ( -' - /" ).0k.0k 6.0k 0.0k 0.0k 6.0k 0.0k 6.0k 6.0k.0k 6.0k Wx Wx0..6 " " 0' - " 0' - 0" Wx () Wx () Wx (6) Wx (6) 9' - 0" 0 Wx (0) Wx (0) 0.0k.0k.0k.0k Wx0 (0) " " Wx 0.0k 0.0k Lxx/ Wx ' - /" 0 ' - " Wx9 SF0 Wx Wx 66.0k Wx 66.0k Wx " /" ' - 9" ' - 0 /" 6.0k 6.0k.0k.0k 0.0k 0.0k.0k 00.0k 00.0k.0k.0k 0.0k ' - " 0 /" ENT PLTE ' - " 9 Wx0 SEE NOTE " 6' - " ' - " " ' - " ' - /" MTCHLINE SEE SHEET SF0 SF0 0//6 CCD # 0//6 SI-00 06/06/6 PRIMRY STRUCTURL STEEL ISSUE DTE DESCRIPTION PROJECT TRUE KEYPLN MULTI-INSTITUTIONL CDEMIC HELTH SCIENCE & RESERCH CENTER Evansville, Indiana 0 THIRD FLOOR FRMING PLN - RE SCLE: /" = '-0" EL. = '- /" U.O.N. D THIRD FLOOR FLOOR FRMING VIEW - RE DRWN Y: CHECKED Y: PROJECT NUMER: TK RWL THIRD FLOOR FRMING PLN PRT SF0 SHEET NUMER ISSUE 0//6

17 FRMING PLN NOTES:. FINISHED FIRST FLOOR ELEVTION 00'-0" = REFER TO SHEET S00 FOR GENERL STRUCTURL STEEL NOTES.. INDICTES MOMENT CONNECTION. SEE DETIL ON SHEET FOR DDITIONL INFORMTION. Design Team PCI Skanska 0 N.W. First Steet Evansville, IN 0 Phone:..6 The S/L//M Collaborative Design Coordination, Structural & MEP. INDICTES MOMENT CONNECTION. SEE DETIL 6 ON SHEET FOR DDITIONL INFORMTION. 0 Glastonbury lvd Glastonbury, CT 060 ' - 0" ' - 0" ' - 0" ' - 0". ' - " () EQ. SP. = ' - 0" () EQ. SP. = ' - 0" ' - ". INDICTES PRECST CONNECTION TO STEEL. COORDINTE LOCTION w/precst MNF. 6. NUMER IN PRENTHESIS INDICTES THE NUMER OF STUDS TO E UTOMTICLLY WELDED THRU STEEL DECK TO SUPPORTING EM FLNGE. LL STUDS TO E /"Ø x " LONG HEDED STUDS.. ENT PLTE OR NGLE, TYPICL T SL OPENINGS ND SL PERIMETER, UNLESS OTHERWISE NOTED.. CONTRCTOR TO COORDINTE LL ELEVTED SL CONSTRUCTION JOINT LOCTIONS WITH ENGINEER OF RECORD PRIOR TO INSTLLING SL. 9. LL RECTIONS SHOWN RE SERVICE LOD (UNFCTORED) RECTIONS. 0. REFER TO COLUMN SCHEDULE ON SHEEET SF0 FOR COLUMN INFORMTION.. SHOP WELD TOP & OTTOM FLNGE LONG WITH WE OF W TO COLUMN w/ /" FILLET WELD.. 6 /" THICK (TOTL) LIGHT WEIGHT CONCRETE FLOOR ON " COMPOSITE METL DECK w/6x6 - W.9 WIRE MESH CENTERED IN SL.. FOR ELEVTED SL, SEE DETILS, 6, & ON. Phone: VPS Main Street Suite 00 Evansville, IN 0 Phone:..9 Lochmueller Group 600 Vogel Road Evansville, IN Phone: Rundell Ernstberger ssociates, LLC S. Jefferson Street Muncie, IN 0 Phone: 6..9 Civil Landscape C D E () EQ. SP. = 0' - 0" () EQ. SP. = 0' - 0" () EQ. SP. = 0' - 0" () EQ. SP. = 0' - 0' - 0" TO F LINE MTCHLINE SEE SHEET SF0. 0 ' - /" W.P. /".6k Wx0 Wx (0) W6x6 () W6x6 () Wx Wx Wx0 Wx Wx6 6' - /" /" ENT PLTE Wx () SEE NOTE Wx Wx " " 0. Wx0 Wx Wx Wx0 Wx0 Wx SF0 SF0 /" 6.0k Wx Wx.0k.0k 6.0k.0k Wx ' - Wx6.0k 6.0k 6.0k.0k.0k Wx.6 ' - " 0.0k 0.0k 6.0k 6.0k ' - ".0k SF0. Wx (6) Wx (6) Wx (6) Wx Wx (0) Wx (0) Wx6 Wx () Wx6 Wx Wx0 Wx0 Wx0.0k Wx0 0.0k Wx Wx () Wx () SF0 Wx 0.0k Wx0 0.0k Wx Wx () Wx () SF0 9' - " " 0' - " " 9' - " SF0.0k 0.0k 0.0k 6.0k Wx 6.0k 6.0k 6.0k 6.0k.0k " ' - ".0k 0.0k 0.0k.0k 6.0k 6.0k Wx0 Wx Wx0 Wx0 0" /" ENT PLTE Wx Wx (0) Wx (0) Wx () Wx () FLOOR FLOOR DRIN, COORDINTE w/ MECH. DRWINGS REFER TO DTL. 6 ON SHT. S0 0.0k 6.0k 6.0k 0.0k Wx () Wx () Wx (0) Wx (0) Wx 0.0k Wx0 0.0k Wx 9.k Wx6.0k.0k 0.0k FOURTH FLOOR FRMING PLN - RE SCLE: /" = '-0" EL. = 9'- /" U.O.N..0k.0k.0k 6' - " ' - 0" ' - 0" Wx6 Wx Wx6 Wx Wx () Wx (0).0k Wx () SF0 Wx0 " ' - " " " ' - 0.0k 0.0k.0k 6.0k 6.0k.0k.0k 0' - " 0' - " 6.0k 6.0k 9.k Wx6 0.0k 0.0k.0k 6.0k 6.0k.0k 0.0k.0k 6.0k 6.0k.0k Wx SEE NOTE SEE NOTE Wx0..6 " " Wx 0' - " 0' - 0" Wx Wx0 (0) Wx0 (0) 9' - 0" 0 Wx Wx6 Wx (0) Wx (0) Wx () Wx () 0.0k Wx0 (0).0k " " Wx ' - /" 0 ' - ".0k.0k 0.0k 0.0k Wx Wx9 SF0 Wx Wx6.0k Wx0.0k Wx0 " /" ' - 9" ' - 9" ' - 0 /" 6.0k 6.0k 0.0k 0.0k 6.0k 6.0k 6.0k 6.0k.0k Wx0 ' - " ' - " /" ENT PLTE 0 Wx0 SEE NOTE 9 " 6' - " ' - " ' - /" ' - " " MTCHLINE SEE SHEET SF0. DETILER/FRICTOR TO DRILL HOLES IN OTTOM FLNGE S REQUIRED TO SUPPORT OPERLE PRTITION WLL. CONTRCTOR TO PROVIDE SWY RCING S REQUIRED Y OPERLE PRTITION WLL MNUFCTURE, COORDINTE WITH PPROVED VENDOR SHOP DRWINGS. 0//6 CCD # 0//6 SI-00 06/06/6 PRIMRY STRUCTURL STEEL ISSUE DTE DESCRIPTION PROJECT TRUE KEYPLN MULTI-INSTITUTIONL CDEMIC HELTH SCIENCE & RESERCH CENTER Evansville, Indiana 0 D FOURTH FLOOR FLOOR FRMING VIEW - RE DRWN Y: CHECKED Y: PROJECT NUMER: TK RWL FOURTH FLOOR FRMING PLN PRT SF0 SHEET NUMER ISSUE 0//6

18 () EQ. SP. = ' - 0" Wx () EQ. SP. = ' - 0" W.P., 0 kips SHER 0 kips SHER EL. ' - /" FLOOR EM, EL. VRIES SF0 /" MIN. PLTE - /" EL. VRIES VRIES COORDINTE WITH FINL PPROVED STIR SHOP DWGS. FLOOR EM, Design Team PCI Skanska 0 N.W. First Steet Evansville, IN 0 Phone:..6 The S/L//M Collaborative 0 Glastonbury lvd Glastonbury, CT 060 Phone: VPS Design Coordination, Structural & MEP Wx0 Wx99 9 kips COMPRESSION 0 kips TENSION W0x60 0 kips COMPRESSION 0 kips TENSION Wx99 kips COMPRESSION 0 kips TENSION Wx W0x60 0 kips TENSION kips COMPRESSION 0 kips TENSION Wx99 W0x60 0 kips COMPRESSION 0 kips TENSION 9 kips COMPRESSION 0 kips TENSION Wx99 Wx0 EL. 9' - /" VRIES COORDINTE WITH FINL PPROVED STIR SHOP DWGS. MIN. WLL, SEE RCHITECTURL CONNECTION PLTE Y OTHERS STIR STRINGER Y OTHERS VRIES COORDINTE WITH FINL PPROVED STIR SHOP DWGS. Lxx/ MIN. Lxx/ Lxx/ Lxx/ W.P., Main Street Suite 00 Evansville, IN 0 Phone:..9 Lochmueller Group 600 Vogel Road Evansville, IN Phone: Rundell Ernstberger ssociates, LLC S. Jefferson Street Muncie, IN 0 Phone: 6..9 Civil Landscape 0 kips SHER SEE NOTE, PROVIDE WE STIFFENERS 0 kips SHER SEE NOTE, S REQUIRED, NOTES:. LL RECTIONS SHOWN RE STRENGTH LOD (FCTORED) RECTIONS.. T THE CONTRCTORS OPTION, CONNECTIONS TO E SHOP OLTED OR SHOP WELEDED.. CONNECTIONS OF TRUSS TO COLUMN SHLL E FIELD OLTED. " MIN. /" MIN. " MIN. CONNECTION PLTE Y OTHERS, STIR STRINGER Y OTHERS, FRMING ELEVTION SCLE: /" = '-0" SCLE: /" = '-0" SCLE: /" = '-0" EXTERIOR INTERIOR " ' - 0" O.C. MX Cx0. SF0 ' - 0" O.C. MX. EL. = 0'-9" EL. 0'-9" C C SCLE: /" = '-0" HSSxx/ PLTE-/"x9"x0-'-9" HSSxx/ PLTE-/"x9"x0'-9" HSS0xx/ SEE PLN CONC. SL ON MTL. DECK J Cx. Cx. SF0 NOTES:. LOWER FIRST FLOOR WLL SUPPORT FRMING LONG COLUMN LINE, COLUMN LINE. FROM TO D, ND COLUMN LINE FROM TO C. COORDINTE w/ RCHITECTURL DRWINGS. () EQ. SP. = 9' - 0" " " SF0 CONC. SL ON MTL. DECK EL. 9' - /" EL. 6' - 0 /" FLOOR EM,, () FLOOR EM, /" Ø OLTS, ON G. OF L, OF PLTE-/"xx0'-6 /" CONC. SL ON MTL. DECK " MIN. C L " W0x6 9 /" C L C " L HSSxx/, TRED SUPPORT, () HSS0xx/, STRINGER, () /" /" /" ELEVTION SCLE: /" = '-0" W0x6 SCLE: /" = '-0" C L Lxx/ Lxx/ CENTER OVER OPERLE PRTITION SEE RCH. /6 Wx0 /6 /6 Cx. Lxx/ DETILER/FRICTOR TO DRILL HOLES IN OTTOM FLNGE S REQUIRED TO SUPPORT OPERLE PRTITION WLL. COORDINTE WITH PPROVED VENDOR SHOP DRWINGS ND RCHITECTURL DRWINGS. PLTE-/"xx0'- PLTE-/"x"x0'-" F ' - 9" K 6 /" " FLOOR EM, EL. = 00'-0" EL. ' - /" EL. ' - 0 /" PLTE-/"x"x0'-6 /" FLOOR EM,, STEM WLL ELOW C L /" /" " " () /" Ø HILTI HS THREDED ROD w/hilti HIT-HY 00 SFE SET SYSTEM, " EMED, Lxx/ PLTE-/"x"x0'- /" HSSx COLUMN /6 WELD LL ROUND & GRIND SMOOTH /" ENT PLTE ' - " CONC. SL ON MTL. DECK EL. FOUNDTION: PLTE-/"x"x'-, w/ () ROWS OF () /"Øx LG. HEDED STUDS, " ETWEEN ROWS ELEVTED SL: PLTE-/"x"x'-, w/ () ROWS OF () /"Øx /" LG. HEDED STUDS, " ETWEEN ROWS STRINGER CONNECTION DETIL SCLE: /" = '-0" /" E R. ' - " " " " FLOOR EM,, () /" " SCLE: " = '-0" SCLE: " = '-0" 9 /6 CP PLTE-/" FLUSH w/ END OF TUE, PLTE-/" () /"Ø OLTS w/ LG. SLOTTED HOLES FLOOR EM, /" " " /" /" /" /" DETIL SCLE: " = '-0" HSS0xx/ Cx. /" GROUT " PLTE - /"x"x" HSS0xx/ PLTE-/"x9"x0-'-9" HSSxx/, SEE ELEVTION ON SF0 FOR MORE INFORMTION 0' - 0" 0' - 0" 0' - 0" / /6 WT6x.x" LG., CENTER ON HSS0 /" /" /" G " Lxx/ SF0 /" Ø OLTS, ON G. OF L, OF /" W0x6 /6 /6 EL. 6' - 0 /" W0x6 HSSxx/ TRED SUPPORT, HSS0xx/ STRINGER, CONC. SL ON MTL. DECK " SF0 Wx0 ' - 0" DETILER/FRICTOR TO DRILL HOLES IN OTTOM FLNGE S REQUIRED TO SUPPORT OPERLE PRTITION WLL. COORDINTE WITH PPROVED VENDOR SHOP DRWINGS ND RCHITECTURL DRWINGS. PLTE-/"xx0'- /6 /6 6 SCLE: /" = '-0" Wx0 W0x6 Lxx/ /" Lxx/ F ' - /" /" /" /" " L6x-/x/6x0'-, (LLV) w/ LG. VERTICL SLOTTED HOLE EL. ' - /" EL. ' - 0 /" /" Ø OLTS, ON G. OF L, OF PLTE-/"xx0'-6 /" PLTE-/"x"x0'-" /6 " 6 /" EL. ' - /" EL. ' - 0 /" HSSxx/ C L /" SCLE: /" = '-0" /" SF0 Lxx/. /6 /" ENT PLTE /" STIFFENER '-0" O.C.MX. /6 /6 PLTE-/"xx0'- w/() STD. HOLES FOR /"Ø OLT(" PRT) PLTE-/"x0"x0'-0" 0' - " HSSx COLUMN, /" CONC. SL ON MTL. DECK Wx (EYOND) /" SF0 Lxx/ J ' - " " 6 /" /" ENT PLTE PLTE-/", E SIDE HSS0xx/ COLUMN, SEE SEPLTE SCHEDULE 0 SCLE: /" = '-0" SCLE: /" = '-0" DETIL SCLE: " = '-0" STRINGER CONNECTION DETIL SCLE: /" = '-0" W0x6 6 SCLE: /" = '-0" 6 /" 0' - /" /" /" ' - 0" SF0 Wx0 (-") Wx0 (-") CONC. SL, FLOOR FRMING, Lxx/.O. DECK EL. 9' - /" EL. 6' - 0 /" EL. /" /" DETILER/FRICTOR TO DRILL HOLES IN OTTOM FLNGE S REQUIRED TO SUPPORT OPERLE PRTITION WLL. COORDINTE WITH PPROVED VENDOR SHOP DRWINGS ND RCHITECTURL DRWINGS. EL. SCLE: /" = '-0" CONC. SL ON MTL. DECK, FOR DECK ORIENTTION 6 /" /" Ø x '- '-0" O.C., DEFORMED R Y NELSON STUD WELDING, INSTLL PER MNF. REQUIREMENTS. FLOOR EM, /" " SIDE VIEW C L " " PLTE-/" HSS0xx/ COLUMN FLNGE EL. PLTE-/" /" /" Ø OLTS, OF /" /" /" /" /" " PLTE-/"x"xCONT. w/ /"ØX" LG. HEDED '-0" O.C. MX., SEE NOTE /" ENT PLTE OR NGLE /6 NOTE:. COORDINTE EXTENTS OF HNDRIL TTCHMENT PLTE WITH RCHITECTURL DRWINGS SCLE: " = VRIES EL. W0x6 SCLE: " = '-0" FLOOR EM, 0//6 CCD # 0//6 CCD # 0//6 SI-00 06/06/6 PRIMRY STRUCTURL STEEL ISSUE DTE DESCRIPTION PROJECT DRWN Y: CHECKED Y: PROJECT NUMER: TRUE SF0 SHEET NUMER KEYPLN MULTI-INSTITUTIONL CDEMIC HELTH SCIENCE & RESERCH CENTER Evansville, Indiana 0 TK RWL STEEL S ND DETILS ISSUE 0//6