Biorepository Consolidation by Benjamen C. Schwarz

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DOCUMENT PACKAGE

BIOREPOSITORY CONSOLIDATION

MAYO PROJECT: #7R121080

2915 WAREHOUSE VALLEY HIGH DRIVE ROCHESTER, MN 55901

ISSUED:

11/27/13

PACKAGE:

Q-REVIEW FIT - UP PACKAGE

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

Certification

DRAWING ABBREVIATIONS

ABV. A.F.F. ACC. ACC. PML. ACFLR. ACOUS. A.C.T. A.C.P. ADD. ADD'N(L) ADH. ADJ. A/C ALT. ALUM. A.D.A. ANCH. A.B. ANOD. & "L" ANTQ. APT. APPVD. ARCH.

ABOVE ABOVE FINISH FLOOR ACCESS or ACCESSARY (IES) ACCESS PANEL ACCESSIBLE FLOORING ACOUSTICAL ACOUSTICAL CEILING TILE ACOUSTICAL WALL PANEL ADDENDUM ADDITION(AL) ADHESIVE ADJACENT AIR CONDITIONING ALTERNATE ALUMINUM AMERICAN'S WITH DISABILITY ACT

ART. ATT. AUTO. AVG.

ANCHOR(AGE) ANCHOR BOLT ANODIZED AND ANGLE ANTIQUE APARTMENT APPROVED ARCHITECT OR ARCHITECTURAL ARCHITECTURAL WOODWORK ARTWORK ATTACH(ED) (MENT) AUTOMATIC AVERAGE

BQ. B. BSMT. BM. BRG. B.MK. BTWN. BEV. BLK. BLKG. BD. BT. B.S. BOT. BRKT. BRK. BRNZ. BLDG. B.U.R. B.S. B.BD.

BANQUETTE BASE MATERIAL BASEMENT BEAM BEARING BENCH MARK BETWEEN BEVELED BLOCK BLOCKING BOARD BOLT OR BOLTS BOTH SIDES BOTTOM BRACKET BRICK BRONZE BUILDING BUILT UP ROOFING BUILDING STANDARD BULLETIN BOARD

CAB. CPT. CSWRK. C.I. C.I.P. C.B. CALK. CLG. CEM. CTR. C.L. C.T. C.BD. CH. CR. CIRC.

CABINET CARPET CASEWORK CAST IRON CAST IN PLACE CATCH BASIN CAULKING CEILING CEMENT CENTER CENTER LINE CERAMIC TILE CHALK BOARD CHAIR CHROMIUM, CHROME CIRCLE, CIRCULAR CIRCUMFERENCE CLEANOUT CLEAR CLEAR OPENING CLOSET CLOSURE COLD WATER COLUMN COMPOSITE COMPRESSIBLE CONCRETE CONCRETE MASONRY UNIT CONFERENCE CONNECT OR CONNECTION CONSTRUCTION CONTINUED CONTINUOUS CONTRACTOR CONTRACT CONTROL JOINT JOINT CORNER CORNER GUARD CORRIDOR CORRUGATED COUNTER COUNTERSUNK CREDENZA

AWDWK.

C.O. CLR. CLR.OPG. CLO. CLS. C.W. COL. COMP. COMPR. CONC. CMU. CONF. CONNX. CONST. CONT'D. CONT. CONTR. C.J. COR. C.G. CORR. CORRUG. CTR. CSK. CRED.

SHEET INDEX DRAWINGS

DK. DEC. DEM. DMT. DEPT. DET. DIAG. DIA. DIM. DISP. DISPOS. DIST. DO. DIV. DR. D.O. DBL. D.A. DN. D.S. DRAP. DWR. DW. DWG. D.F. D.S.P. D.W. D.X.

EA. E.F. E.W. E. ELAST. ELEC. E.O. E.P. E.W.C. ELEV. ELEVR. EMER. ENCL. E. to E. ENGR. ENTR. ENVL. EQ. EQUIP. EQUIV. EXCAV. EXH. EXIST. EXPAN. EXP. BT. E.J. EXPOS. EXT. EX.

F. FABR. F.O.C. F.O.F. F.O.M. F.O.S. F.O.W. F-F F.M. FAS. FIN. F.F. F.A. F.E. F.E.C. F.H.C. F.H.R. F.P. FRT. FIX. FIXT. FLASH. F.H. F.H.S. FLEX. FLR. F.D. F. MTD. FLUOR. FL. FT. FTG. FDN. FRM. FRMG. F.S. FURN. F.B.O. FUR. FURR. FUT.

DARK DECORATIVE DEMOLITION DEMOUNTABLE DEPARTMENT DETAIL DIAGONAL DIAMETER DIMENSION DISPENSER DISPOSAL or DISPOSER DISTANCE DITTO DIVISION DOOR DOOR OPENING DOUBLE DOUBLE-ACTING DOWN DOWNSPOUT DRAPERY DRAWER DRYWALL DRAIN DRINKING FOUNTAIN DRY STANDPIPE DRYWALL DUPLEX

GA. GALV. G.I. GASK. GA. GEN. GL. G.B. GRD. GRN. GRT. GRV. GRND. GFCI. GT. GYP. GYP. BD.

HVY. HDF. HT. H.P. H.C. H. GRN. HORIZ. H.B. H.W. HR.

HANDRAIL HARDBOARD HARDWARE HARDWOOD HEAD HEATING HEATING, VENTILATING AND AIR CONDITIONING HEAVY HIGH DENSITY FIBERBOARD HEIGHT HIGH POINT HOLLOW CORE HONED GRANITE HORIZONTAL HOSE BIBB HOT WATER HOUR

I.C. INCAN. INCL. INFO. I.D. INSUL. INT. INTM. INV. I.O.C.

IN CONTRACT INCANDESCENT INCLUDE(D)(ING) INFORMATION INSIDE DIAMETER INSULATION INTERIOR INTERMEDIATE INVERT ITEM OF CHARGE

JAN. JAN. CLO. JNT. JTFILL JST. J.B.

JANITOR JANITOR CLOSET JOINT JOINT FILLER JOIST JUNCTION BOX BOX

K.P. KIT. K.O.

KICK PLATE KITCHEN KNOCKOUT

HNDRL. HDBD. HDWR. HDWD. HD. HTG. HVAC

EACH EACH FACE EACH WAY EAST ELASTIC ELECTRIC ELECTRIC OUTLET ELECTRIC PANEL ELECTRIC WATER COOLER ELEVATION ELEVATOR EMERGENCY ENCLOSURE END TO END ENGINEER ENTRANCE ENVELOPE EQUAL EQUIPMENT EQUIVALENT EXCAVATED or EXCAVATION EXHAUST EXISTING EXPANSION EXPANSION BOLT EXPANSION JOINT EXPOSED EXTERIOR EXISTING

FABRIC FABRICATE FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FACE OF WALL FACE TO FACE FACTORY MUTUAL FASTEN, FASTENER FINISH(ED) FINISH FLOOR FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FIRE HOSE RACK FIREPROOFING FORE FIRE RETARDANT FIXED FIXTURE FLASHING FLAT HEAD FLAT HEAD SCREW FLEXIBLE FLOOR FLOOR DRAIN FLOOR MOUNTED FLUORESCENT FLUSH FOOT OR FEET FOOTING FOUNDATION FRAME FRAMING FULL SIZE(SCALE) FURNITURE FURNISHED BY OTHERS FURRED FURRING FUTURE

GAGE, GAUGE GALVANIZED GALVANIZED IRON (STEEL) GASKET GAUGE GENERAL GLASS OR GLAZED GRAB BAR GRADE GRANITE GRATE, GRATING GRAVEL GROUND GROUND FAULT CIRCUIT INTERPRETER GROUT GYPSUM GYPSUM BOARD

LAB. LAM. LG. LAT. LAV. L.H. L.H.R. L. LT. LTWT. LIN. LTL. L.L. LKR. LONG'L. LOUV. L.P. LB. MACH. MAINT. MGR. MFGR. MRB. MAS. M.O. MATL. MAX. MECH. M.C. MED. MEMB. MET. M.L. MEZZ. MLWK. MIN. MIR. MISC. MTD. MUL.

LABORATORY LAMINATE LARGE LATERAL LAVATORY LEFT HAND LEFT HAND REVERS LENGTH LIGHT LIGHT WEIGHT LINEAR or LINOLEUM LINTEL LIVE LOAD LOCKER LONGITUDINAL LOUVER(S) LOW POINT POUND MACHINE MAINTENANCE MANAGER MANUFACTURE(ER) MARBLE MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL MEDICINE CABINET MEDIUM MEMBRANE METAL METAL METAL LATH MEZZANINE MILLWORK MINIMUM MIRROR MISCELLANEOUS MOUNTED MULLION

NAT. NEG. NOM. N. N.I.C. N.T.S. NO.

NATURAL NEGATIVE NORMAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER

OBSC. OFF. OPNG. OPP. O.H. ORIG. ORN. OZ. O.D. OTOO OVHD. O.HD. O.C.

OBSCURE OFFICE OPENING OPPOSITE OPPOSITE HAND ORIGINAL ORNAMENTAL OUNCE OUTSIDE DIAMETER OUT TO OUT OVERHEAD OVERHEAD DOOR ON CENTER

SAN. S.N.D. SC. SCHED. SCHEM. SEAL. SECT. SEL. SEP. SERV. SVSNK SHT. SH. SHWR. SIM. SNK. SKYLT. SLDR. SM. S.D. S.C.

P. PTD. PR. PNL. P.T.D. P.T.R. PART. BD. PTN. PATT. PAV. P.H. PERM. PC. PERP. PLAS. P.LAM. PL. PL.GL. PLBG.

PAINT PAINTED PAIR PANEL PAPER TOWEL DISPENSER PAPER TOWEL RECEPTACLE PARTICLE BOARD PARTITION PATTERN(ED) PAVING OR PAVEMENT PENTHOUSE PERMANENT PIECE PERPENDICULAR PLASTER PLASTIC LAMINATE PLATE PLATE GLASS PLUMBING

PLYWD. PT. POL. PVC. PORT. PSF. PREFAB. PROD. PROJ. PROP. P.L. PLAM

PLYWOOD POINT POLISH POLYVINYL CHLORIDE PORTABLE POUNDS PER SQUARE FOOT PREFABRICATED PRODUCTION, PRODUCT PROJECT PROPERTY PROPERTY LINE PLASTIC LAMINATE

QUAL. QUAN. Q.T.

QUALITY QUANTITY QUARRY TILE

RADIUS RECEPTACLE REFERENCE REFER TO REFLECTED REFRIGERATOR REINFORCED REINFORCED BAR REMAINDER REMOVE REQUIRED RESILENT RESILENT BASE RETURN AIR REVISION RIGHT HAND RIGHT HAND REVERSE RISER ROOF DRAIN ROOFING ROOM ROUGH OPENING ROUND

RAD. RECEP. REF. RE: REFL. REFR. REINF. REBAR. REM. REMV. REQD. RESIL. R.B. R/A REV. R.H. R.H.R. R. R.D. RFG. RM. R.O. RND.

S. SPKR. SPEC'L. SPECS. SPL. SQ. SF. SQ. IN. STAG. S.S. STD. STA. STL. ST. STOR. STFNT. STRUCT. SUP. SUSP. SYMM. SYST.

SANITARY SANITARY NAPKIN DISPENSER SCALE SCHEDULE SCHEMATIC SEALANT SECTION SELECT SEPARATE SERVICE SERVICE SINK SHEET SHELF or SHELVING SHOWER SIMILAR SINK SKYLIGHT SLIDING DOOR SMALL SOAP DISPENSER SOLID CORE or SEALED CONCRETE SOUTH SPEAKER SPECIAL SPECIFICATIONS SPLASH SQUARE SQUARE FEET SQUARE INCHES STAGGERED STAINLESS STEEL STANDARD STATION STEEL STONE STORAGE STOREFRONT STRUCTURAL SUPPLY SUPPORT SUSPEND(ED) SYMMETRICAL SYSTEM

T.BD. TAN. TECH. TEL. T.V. TEMPD. TEMP. TRZ. THK. THRESH. T.PAV. T.P.H. TOL. T&G T&B T.O.C. T.C. T.O.P. T.O.S. T.O.W. T.B. T.D. TR. T. TYP.

TACKBOARD TANGENT TECHNICAL TELEPHONE TELEVISION TEMPERED TEMPORARY TERRAZZO THICK(NESS) THRESHOLD TILEPAVERS TOILET PAPER HOLDER TOLERANCE TONGUE AND GROOVE TOP AND BOTTOM TOP OF CONCRETE TOP OF CURB TOP OF PAVEMENT TOP OF STEEL TOP OF WALL TOWEL BAR TOWEL DISPENSER TRANSFORM TREAD TYPICAL

U.L. U.C. UNFIN. U.N.O. UR. UTIL.

UNDERWRITERS LABORATORY UNDERCUT UNFINISHED UNLESS NOTED OTHERWISE URINAL UTILITY

VAR. VNR. V.I.F. VERT. VEST. VIN. V.B. V.C.T. V. VOL.

WSCT. W.H. WC. W.H. W.R. W.P. W.S. WT. WLD. W.W.M. W. W.S.P. W.F. WDW. WDWALL W.GL. W/ W/IN W/O WD. W.B. W.PT. W.W.F.

WAINSCOT WALL HUNG WATER CLOSET WATER HEATER WATER RESISTANT WATERPROOF WEATHERSTRIPPING WEIGHT WELDED WELDED WIRE MESH WEST WET STANDPIPE WIDE FLANGE (STEEL) WINDOW WINDOW WALL WIRE GLASS WITH WITHIN WITHOUT WOOD WOOD BASE WORKING POINT WOVEN WIRE FABRIC

TIMES OR BY (AS IN 2X4)

OWNER

MECH/ELEC ENGINEERS

MAYO FOUNDATION FACILITIES PROJECT SERVICES 200 FIRST STREET SW ROCHESTER, MN 55905

MEP ASSOCIATES, LLC 2900 43RD ST NW STE 100 ROCHESTER, MN 55901 PHONE: 507/281-1632 FAX: 507/281-6328

CONSTRUCTION MANAGER:

PROJECT MANAGER:

& @ c L o ' " #5 _ 5#

MECHANICAL CONTACT:

PHIL PLONKA PHONE: 507/284-8444 EMAIL: PLONKA.PHIL@MAYO.EDU

ELECTRICAL CONTACT:

LUKE JOHNSON PHONE: 507/281-1632 EMAIL: LUKEJ@MEPASSOCIATES.COM NORM OLSON PHONE: 507/281-1632 EMAIL: NORMO@MEPASSOCIATES.COM

ARCHITECT

STRUCTURAL ENGINEER

RSP ARCHITECTS, LTD. 320 SOUTH BROADWAY STE. B ROCHESTER, MN 55904 PHONE: 507/285-6569 FAX: 612/677-7499

STRUCTURAL DESIGN GROUP 3720 19TH ST. NW, SUITE 210 ROCHESTER, MN 55901 PHONE: 507/529-5310

YARD

STRUCTURAL ENGINEER:

JASEN ANDRING PHONE: 507/292-8664 EMAIL: JASEN.ANDRING@RSPARCH.COM

D001.2 A001.2

JOSH KVASNICKA PHONE: 507/529-5310 EMAIL: JKVASNICKA@SDGMN.COM

CIVIL ENGINEER MCGHIE & BETTS, INC. 1648 THIRD AVENUE SE ROCHESTER, MN 55904 PHONE: 507/289-3919 FAX: 507/289-7333

AND AT CENTERLINE DIAMETER FEET INCHES (OR DITTO) NUMBER ("NUMBER 5") PER ("POUNDS/FOOT") PERPENDICULAR POUNDS ("5 POUNDS")

CIVIL ENGINEER:

DAVID MORRILL PHONE: 507/289-3919 EMAIL: DMORRILL@MCGHIEBETTS.COM

GENERAL NOTES 1. ALL CONTRACTORS ARE RESPONSIBLE TO REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR INFORMATION ON ALL CONSTRUCTION DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS TO COMPLY WITH MAYO CAMPUS STANDARD SPECIFICATIONS AND STANDARD PROCEDURES. 3. THE AVAILABILITY OF ALL MATERIALS DESIGNATED ON PLANS TO MATCH EXISTING SHALL BE VERIFIED BY CONTRACTORS AND SUBCONTRACTORS PRIOR TO ESTIMATE SUBMITTALS. CONTRACTOR TO NOTIFY OWNER IF MATCHING MATERIALS ARE NOT AVAILABLE. ANY SUBSTITUTIONS TO BE REVIEWED AND APPROVED. 4. ALL CUTTING AND PATCHING SHALL BE PERFORMED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL INCLUDE COST OF ALL REQUIRED CUTTING AND PATCHING FOR ALL TRADES IN THEIR ESTIMATE. 5. CONTRACTORS TO PROVIDE TEMPORARY PARTITIONS AND DUST CONTROL AT ALL LOCATIONS WHERE WORK OCCURS IN CORRIDORS AND/OR CANNOT BE CONTAINED WITHIN ROOMS. 6. REMOVAL OF WALLS AND PARTITIONS TO INCLUDE ALL MECHANICAL AND ELECTRICAL ITEMS. DEMOLITION OF THESE ITEMS SHALL EXTEND BACK TO MAIN DISTRIBUTION POINTS UNLESS NOTED OTHERWISE. 7. THE GENERAL CONTRACTOR SHALL PROVIDE MAJOR DAILY CLEAN UP OF THE CONSTRUCTION SITE. ALL OTHER CONTRACTORS OR SUBCONTRACTORS SHALL CLEAN UP THEIR INDIVIDUAL TRASH AND DISPOSE OF IT. MAJOR SHIPPING CONTAINERS AND DEMOLITION ITEMS SHALL BE THE RESPONSIBILITY OF INDIVIDUAL CONTRACTORS OR SUBCONTRACTORS TO REMOVE DAILY. 8. AT CONCLUSION OF PROJECT, ALL CONTRACTORS SHALL REDLINE THE CONSTRUCTION MANAGEMENT OFFICE SET FOR OWNER'S RECORDS SHOWING ALL DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. 9. FLAME SPREAD CLASSIFICATION OF INSTALLED FINISH MATERIALS SHALL CONFORM TO 2007 MINNESOTA BUILDING CODE (2006 INTERNATIONAL BUILDING CODE) CHAPTER 8.

VARIABLE VENEER VERIFY IN FIELD VERTICAL VESTIBULE VINYL SHEET GOODS VINYL BASE VINYL COMPOSITION TILE VINYL WALL COVERING VOLUME

10. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE U.S. GYPSUM PRODUCTS AND SYSTEMS SPECIFICATION BULLETIN OR NATIONAL GYPSUM COMPANY'S LATEST SPECIFICATIONS EXCEPT AS NOTED. ALL GYPSUM BOARD TO BE FIRE RESISTIVE UNLESS NOTED OTHERWISE. 11. ALL WOOD BLOCKING AND CONCEALED LUMBER TO BE FIRE RETARDANT TREATED. 12. ALL HOLES IN FLOORS OR WALLS AS A RESULT OF DEMOLITION SHOULD BE FILLED AND SEALED TO MAINTAIN EXISTING FIRE AND SMOKE RATING OF FLOOR OR WALL SYSTEM ACCORDING TO MAYO STANDARD SPECIFICATION SECTION 07840. 13. IF ASBESTOS OR QUESTIONABLE MATERIAL IS ENCOUNTERED, CONTACT THE MAYO CLINIC CONSTRUCTION MANAGER. MAYO'S ASBESTOS EVALUATION AND ABATEMENT TEAM WILL ADDRESS ANY IDENTIFIED ASBESTOS EXPOSURE. 14. CONTRACTOR, CONSTRUCTION COORDINATOR AND FACILITIES WAREHOUSE TO VERIFY ALL ITEMS TO BE SALVAGED AND RETURNED TO OWNER'S STOCK BEFORE DEMOLITION OCCURS. 15. ALL FURNISHINGS SHALL CONFORM TO 2007 INTERNATIONAL FIRE CODE CHAPTER 8.

17. PREPARE PARTITION SURFACES (PATCH, SKIM COAT, ETC.) AS REQUIRED IN PREPARATION FOR SCHEDULED FINISHES - TYPICAL. 18. ALL CONTRACTORS INCLUSIVE OF SUBCONTRACTORS ARE TO COMPLY WITH THE GUIDELINES OF THE INFECTION CONTROL UNIT IN RELATION TO ALL CONSTRUCTION IN HOSPITAL. CONTRACTORS TO REVIEW GUIDELINES PRIOR TO SUBMITTING ESTIMATES.

KEY PLAN 1

ROOM NAME

KEYNOTE

XX XXXX

A101

ELEVATION TAG MULTIPLE VIEW

UP DN

PARTITION TAG

WINDOW TAG

23 1t 1 A101

DN DN

DETAIL TAG EQUIPMENT TAG

234

SIM Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

P 1 P -rw e o

N I2 L n

I/O MODU LE (FR ON T)

WO rte a W Irtn e a u

I/O MODU LE (FR ON T)

O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

P 1 P -rw e o

WO rte a W Irtn e a u

WO rte a tu W Irtn e a N I2 L n

N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

P 1 P -rw e o

WO rte a W Irtn e a u

WO rte a tu W Irtn e a N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu N I2 L n WO rte a W Irtn e a u O tsu a /h N x2 E Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

P 1 P -rw e o

WO rte a W Irtn e a u

WO rte a tu W Irtn e a N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

P 1 P -rw e o

WO rte a W Irtn e a u

WO rte a tu W Irtn e a N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

P 1 P -rw e o

WO rte a W Irtn e a u

WO rte a tu W Irtn e a N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

P 1 P -rw e o

WO rte a W Irtn e a u

WO rte a tu W Irtn e a N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu

Registration Number Date

C1.2

GRADING AND UTILITY PLAN

D101E.2 A100.2 A101.2 A101A.2 A101B.2 A101D.2 A101E.2 A201.2 A210.2 A301.2

3 3 3 3 3 3 3 3 3 3

A320.2 A401.2 A501.2 A502.2 A801.2 A801A.2 A801B.2 A801C.2 A801D.2 A801E.2 A801F.2 A802.2 A803.2 A901.2 A902.2 A903.2 A904.2 A905.2 A910.2 A920.2 A921.2 A922.2

ENLARGED DEMOLITION PLAN - AREA E.1 OVERALL FIRST LEVEL FLOOR PLAN - 100 BUILDING OVERALL FIRST LEVEL FLOOR PLAN - 200 BUILDING ENLARGED FLOOR PLAN - AREA A ENLARGED FLOOR PLAN - AREA B ENLARGED FLOOR PLAN - AREA D ENLARGED FLOOR PLAN - AREA E & E.1 PARTIAL FIRST LEVEL REFLECTED CEILING PLAN REFLECTED CEILING DETAILS DOOR SCHEDULE, DOOR TYPES, WINDOW TYPES, AND PARTITION TYPE INDICATOR VESTIBULE DOOR AND WINDOW DETAILS EXTERIOR ELEVATIONS BUILDING AND WALL SECTIONS BUILDING AND WALL SECTIONS PARTIAL FIRST LEVEL EQUIPMENT PLAN ENLARGED EQUIPMENT PLAN - AREA A ENLARGED EQUIPMENT PLAN - AREA B ENLARGED EQUIPMENT PLAN - AREA C ENLARGED EQUIPMENT PLAN - AREA D ENLARGED EQUIPMENT PLAN - AREA E & E.1 ENLARGED EQUIPMENT PLAN - AREA F & F.1 EQUIPMENT SCHEDULE AND SPECIALTY EQUIPMENTS SCHEDULE FREEZER SCHEDULE INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS TOILET ELEVATIONS AND MOUNTING HEIGHTS MILLWORK DETAILS MOBILE CASEWORK DETAILS MOBILE CASEWORK DETAILS AND INTERIOR DETAILS

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

I001.2 I101.2 I101A.2 I101B.2 I101D.2 I101E.2 I301.2 I301A.2 I301B.2 I301D.2 I301E.2

FINISH, FURNITURE AND FURNITURE PANEL SCHEDULES PARTIAL FIRST LEVEL FINISH PLAN ENLARGED FINISH AND PANEL PLAN - AREA A ENLARGED FINISH AND PANEL PLAN - AREA B ENLARGED FINISH AND PANEL PLAN - AREA D ENLARGED FINISH AND PANEL PLAN - AREA E & E.1 PARTIAL FIRST LEVEL FURNITURE PLAN ENLARGED FURNITURE PLAN - AREA A ENLARGED FURNITURE PLAN - AREA B ENLARGED FURNITURE PLAN - AREA D ENLARGED FURNITURE PLAN - AREA E & E.1

3 3 3 3 3 3 3 3 3 3 3

S001.2 S101.2 S102.2 S301.2

GENERAL STRUCTURAL NOTES AND SCHEDULES FOOTING AND FOUNDATION PLAN FRAMING PLAN VESTIBULE PLANS AND STRUCTURAL DETAILS

3 3 3 3

P001.2

P100.2 P101.2 P102.2 P103.2 P201.2 P202.2

PLUMBING AND FIRE PROTECTION SYMBOLS, ABBREVIATIONS, GENERAL NOTES, DETAILS, DIAGRAMS AND SCHEDULES PARTIAL UNDERGROUND PLUMBING PLAN PARTIAL FIRST LEVEL PLUMBING AND FIRE PROTECTION PLAN PARTIAL MEZZANINE PLUMBING AND FIRE PROTECTION PLAN PARTIAL ROOF PLUMBING PLAN PARTIAL FIRST LEVEL PROCESS PIPING PLAN PARTIAL MEZZANINE PROCESS PIPING PLAN

3 3 3 3 3 3

M001.2 M101.2 M102.2 M103.2 M201.2 M202.2 M401.2 M402.2 M501.2 M502.2 M601.2 M701.2

MECHANICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES PARTIAL FIRST LEVEL HVAC PLAN PARTIAL MEZZANINE HVAC PLAN PARTIAL ROOF HVAC PLAN PARTIAL FIRST LEVEL MECHANICAL PIPING PLAN PARTIAL MEZZANINE MECHANICAL PIPING PLAN AIR FLOW DIAGRAM WATER FLOW DIAGRAM CONTROL DIAGRAMS SEQUENCE OF OPERATIONS MECHANICAL DETAILS MECHANICAL SCHEDULES

3 3 3 3 3 3 3 3 3 3 3 3

E001.2 ED101.2 E101.2 E201.2 E202.2 E301.2 E501.2 E502.2 E503.2 E504.2 E505.2 E601.2 E701.2 E702.2

ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES PARTIAL FIRST LEVEL ELECTRICAL DEMOLITION LIGHTING PLAN PARTIAL FIRST LEVEL ELECTRICAL LIGHTING PLAN PARTIAL FIRST LEVEL ELECTRICAL POWER PLAN PARTIAL MEZZANINE ELECTRICAL POWER PLAN PARTIAL FIRST LEVEL ELECTRICAL SIGNAL PLAN ELECTRICAL EQUIPMENT SCHEDULES PANEL SCHEDULES PANEL SCHEDULES PANEL SCHEDULES PANEL SCHEDULES ELECTRICAL ONE-LINE DIAGRAM ELECTRICAL DETAILS ELECTRICAL DETAILS

3 3 3 3 3 3 3 3 3 3 3 3 3 3

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Signature

DAVID C. NORBACK

Date

11902 12.13.13

Project For

2915 WAREHOUSE VALLEY HIGH DRIVE PHASE IIFIT - UP PACKAGE PROJECT # 7R121080 Key Plan

AREA A AREA C

AREA B AREA D

AREA F

AREA E.1 AREA E

AREA F.1

Project No.

6287.048.01

Drawn By

JAS

Checked By

MLK/JHA

Date

11/27/13

NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date

Description

N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

P 1 P -rw e o

WO rte a W Irtn e a u

WO rte a tu W Irtn e a N I2 L n

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E O tsu a /h N x2 E WO rte a tu W Irtn e a N I2 L n

SIM

(WALL FINISH) (BASE FINISH) (FLOOR FINISH)

FINISH TAG ALL SURFACES

RAMP DOWN

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu

EXIST EXIST EXIST

RAMP DOWN

BUILDING SECTION TAG

EXIST EXIST

1 A101 SIM

N I2 L n O tsu a /h N x2 E

tso fD re A Irn i WO rte a In tu

NORTH ARROW

WO rte a W Irtn e a u

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

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P 1 P -rw e o

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:41 PM

WO rte a tu W Irtn e a N I2 L n

ELEVATION / LEVEL TAG

NORTH NORTH

DOOR TAG

101

WALL SECTION TAG

O tsu a /h N x2 E

1 A101

SPOT ELEVATION

tso fD re A Irn i WO rte a In tu

EL. = 100'-0"

SIM

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o

T.O. FOOTING Name Elevation EL. = 96'-0"

1/8" = 1'-0"

DRAWING TITLE

1 A101

P 1 P -rw e o

SEE X/XXX

VIEW NAME

WO rte a tu W Irtn e a N I2 L n

MATCH LINE

Cm o m sn o tia cu P 3 P -rw e o P 2 P -rw e o tso fW D re Irtn e a WO rte a tu P 1 P -rw e o A Irn i

O tsu a /h N x2 E

MATCH LINE

3 3

DAVID C. NORBACK

ROOM TAG

(ROOM AREA)

150 SF

AHU-5

COLUMN OR GRID LINE - EXISTING

(ROOM NUMBER)

COLUMN OR GRID LINE - NEW

101

AHU-4

ELEVATION TAG SINGLE VIEW

A101

AHU-3

REVISION REFERENCE

AHU-2

(ROOM NAME)

AHU-1

DEMOLITION SITE PLAN SITE PLAN

3 3 3

16. NEW UPHOLSTERY MATERIALS MUST BE CALL TB117 COMPLIANT.

DRAWING SYMBOLS 0

SHEET NO. NAME G000.2 COVER SHEET - FIT UP PACKAGE G101.2 FIRST LEVEL FIRE AND LIFE SAFETY PLAN G201.2 FIRST LEVEL CONTROL AREA PLAN

Signature

Registration Number

PROJECT ARCHITECT: MIKE KRAKLAU PHONE: 507/292-8665 EMAIL: MIKE.KRAKLAU@RSPARCH.COM PROJECT CAPTAIN:

YD.

MIKE CRAVEN PHONE: 507/266-8548 EMAIL: CRAVEN.MICHAEL@MAYO.EDU

ISSUE KEY: 1 ISSUED (WITH SIGNATURE) 2 REVISED AND RE-ISSUED (WITH SIGNATURE) 3 NOT FOR CONSTRUCTION - REFERENCE ONLY 4 RE-ISSUED FROM A PRIOR BID PACK - NO REVISIONS

ISSUES

FIT-UP PACKAGE 12/13/13

Note: Not all abbreviations listed below are necessarily used in the drawings; refer elsewhere for abbreviations related to product or material codes.

PROJECT TEAM

I hereby certify that I have reviewed the Mayo Clinic Standard General Specifications prepared by Russell J. Schultz, License Number 21581, that they are appropriate for the work except as amended in this plan, specification or report, and that I am a duly licensed Architect under the laws of the State of Minnesota.

ENLARGED PLAN OR DETAIL REFERENCE

CPT-01

CPT-02

FINISH TAG WITH EXTENT OF FINISH

FINISH TRANSITION

COVER SHEET - FIT UP PACKAGE

PROJECT AREA

NORTH

G000.2

RATINGS

AHU-3

AHU-2

AHU-1

AHU-4

AHU-5 DN

1 HOUR RATED CORRIDOR: FULL HT PARTITION 1 HR RATED CONSTRUCTION, LIMIT PASSAGE OF SMOKE WITH 20 MINUTE DOORS.

1 HOUR RATED CORRIDOR: FULL HT PARTITION 1 HR RATED CONSTRUCTION, LIMIT PASSAGE OF SMOKE.

RATED CORRIDOR NOT REQUIRD: FULL HT PARTITION 1 HR RATED CONSTRUCTION.

1 HOUR RATED CORRIDOR: FULL HT PARTITION 1 HR RATED CONSTRUCTION, MEMBRANE TO LIMIT PASSAGE OF SMOKE FROM RATED CORRIDOR BARRIER/CEILING UP TO DECK

FE FE F FE

ACCESSIBLE ENTRANCE

1 HOUR RATED SMOKE BARRIER WITH 20 MINUTE DOORS

1 HOUR RATED FIRE BARRIER WITH 45-60 MINUTE DOORS

1 HOUR RATED FIRE/SMOKE BARRIER WITH 45-60 MINUTE DOORS

2 HOUR RATED FIRE BARRIER

2 HOUR RATED FIRE/SMOKE BARRIER

3 HOUR RATED FIRE BARRIER

4 HOUR RATED FIRE/SMOKE BARRIER

Consultants

u cin ta n o i s

P o e wr - P 3

P o e wr - P 2 O

2 /N 2 E x a h su t

ta re O tu

ta re In

L N 2 In

C o mm

P o e wr - P 1

D e fr so t A ri In

ta re In

ta re O tu

2 /N 2 E x a h su t

ta re O tu

ta re In

L N 2 In

I/O MODULE (FRONT)

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

u cin ta n o i s

P o e wr - P 3

P o e wr - P 2

C o mm

P o e wr - P 1

D e fr so t A ri In

ta re In

ta re O tu

1 HOUR RATED FIRE CEILING ASSEMBLY

2 /N 2 E x a h su t

ta re O tu

ta re In

L N 2 In

Certification

ta re In

ta re O tu

u cin ta n o i s

P o e wr - P 3

P o e wr - P 2

C o mm

P o e wr - P 1

D e fr so t A ri In

2 HOUR RATED FIRE CEILING ASSEMBLY

u cin ta n o i s

P o e wr - P 3

P o e wr - P 2

C o mm

P o e wr - P 1

D e fr so t A ri In

ta re In

ta re O tu

2 /N 2 E x a h su t

ta re O tu

ta re In

L N 2 In

FE 1 HOUR RATED BULKHEAD EXTENDING FROM CEILING UP TO DECK

BULKHEAD MEMBRANE TO EXTEND FROM RATED CEILING ASSEMBLY UP TO DECK

1 HOUR RATED FIRE BARRIER (CORRIDOR) EXTENDING FROM FLOOR UP TO RATED CEILING

L N 2 In

u cin ta n o i s

P o e wr - P 3

P o e wr - P 2

C o mm

P o e wr - P 1

D e fr so t A ri In

ta re In

ta re O tu

2 /N 2 E x a h su t

ta re O tu

ta re In

SYMBOLS

FHC

FIRE HOSE CONNECTION

Date

FIRE ALARM PULL

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Registration Number

FIRE EXTINGUISHER CABINET

SMOKE DETECTORS

11902 12.13.13

EMERGENCY SHOWER EXIT SIGN

35"

EXIT WIDTH IN INCHES

124'

TRAVEL DISTANCE TO NEAREST EXIT

NOTE: THESE PLANS ARE BEING PROVIDED FOR INFORMATION ONLY BY MAYO CLINIC FACILITIES PROJECT SERVICES. FE

DAVID C. NORBACK

FIRE EXTINGUISHER

SD FE

Signature

FE FEC

Signature

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

Project For

2915 WAREHOUSE VALLEY HIGH DRIVE

PHASE IIFIT - UP PACKAGE

PHASE II - FIRST LEVEL FIRE AND LIFE SAFETY ENLARGED PLAN 1/16" = 1'-0"

NORTH

PROJECT # 7R121080

INTERIM LIFE SAFETY MEASURES (ILSM) DESIGN REVIEW ILSM FOR THE SCOPE OF WORK HAVE BEEN REVIEWED AND NO ACTION IS REQUIRED IF A BOX IS CHECKED FOR THE FOLLOWING QUESTIONS BELOW, AN ACTION IS REQUIRED. ACTION REQUIRED X

SIGNAGE SHALL BE POSTED IDENTIFYING ALTERNATE EXITS FOR EVERYONE AFFECTED.

LS.01.02.01 EP 2

CONTRACTOR SHALL FOLLOW HOT WORKS AND FIREWATCH POLICIES COORDINATED WITH MAYO CLINIC FACILITIES OPERATIONS, WHEN FIRE SYSTEMS ARE AFFECTED.

LS.01.02.01 EP 1,5

PROVIDE TEMPORARY BUT EQUIVALENT FIRE ALARM AND DETECTION SYSTEMS FOR USE WHEN THE FIRE SYSTEM IS NOT CONNECTED TO THE CENTRAL FIRE SYSTEM. INSPECT AND TEST TEMPORARY SYSTEMS MONTHLY.

LS.01.02.01 EP 5,12

TEMPORARY PARTITION SHALL BE CONSTRUCTED TO MAINTAIN THE INTEGRITY OF THE CONSTRUCTION SITE PERIMETER. TEMPORARY PARTITIONS MUST BE SMOKE TIGHT AND CONSTRUCTED OF LIMITED COMBUSTIBLE MATERIAL.

LS.01.02.01 EP 7

ADDITIONAL FIRE FIGHTING EQUIPMENT SHALL BE INSTALLED IN AND /OR AROUND CONSTRUCTION AREA.

LS.01.02.01 EP 6

LIFE SAFETY CODE DEFICIENCIES AFFECTING COMPARTMENTATION FEATURES OR EXITING PLANS OF ADJACENT OCCUPIED AREAS, MAY NEED ADDITIONAL FIRE SAFETY TRAINING OR DRILLS. THIS TRAINING SHALL BE DETERMINED AND PERFORMED BY MAYO SAFETY AND SECURITY. INTERIM LIFE SAFETY DAILY LOG SHALL DOCUMENT:

LS.01.02.01 EP 10,11,13,14

6 X

ELEMENT OF PERFORMANCE

ITEM

STORAGE, DEBRIS REMOVAL AND HOUSEKEEPING ARE PRACTICED AND PERFORMED TO KEEP CONSTRUCTION AREA AT THE LOWEST FLAMMABLE AND COMBUSTIBLE LOAD. EGRESS ROUTES IN AND AROUND CONSTRUCTION AREA ARE CLEAR OF ALL OBSTRUCTIONS. SURVEILLANCE OF BUILDINGS, GROUNDS, AND EQUIPMENT, GIVING SPECIAL ATTENTION TO CONSTRUCTION AREAS AND STORAGE.

Key Plan

AREA A AREA C AREA F

AREA B AREA D

AREA E.1 AREA E

AREA F.1

Project No.

6287.048.01

Drawn By

LS.01.02.01 EP 9

Checked By

LS.01.02.01 EP 4 LS.01.02.01 EP 8

Date

BUILDING CODE, OCCUPANCY AND EGRESS INFORMATION 2915 WAREHOUSE - 100 BUILDING FIRST LEVEL

PLUMBING CALCULATION BUILDING 100:

PER 2007 MINNESOTA STATE BUILDING CODE (2006 IBC & GREB)

Minimum Number of Fixtures: IBC Chapter 29 and Table 2902.1

OCCUPANCY

HEIGHT INFORMATION ALLOWED ACTUAL

MIXED: FACTORY GROUP (F-1) STORAGE GROUP (S-1)

TYPE OF CONSTRUCTION

IIB - FULLY SPRINKLERED

NOTE: THE ACTUAL "FLOOR ZONE" REFERS TO THE OCCUPIABLE FLOOR AREA

SPRINKLER INCREASE TOTAL

BASIC AREA (1ST LEVEL) INCREASE FOR FRONTAGE INCREASE FOR SPRINKLERS SUB-TOTAL INCREASE FOR MULTI-STORY TOTAL

FLOOR OCCUPANCY (TABLE 1004.1.1)

FLOOR AREA (SQ.FT.)

SQ.FTG.PER OCCUPANT (TABLE 1004.1.1)

OCCUPANT LOAD

TN-01-1

FACTORY AREA

4,100

100

0 x 0.3 = 0.0

41 x 0.2 = 8.2

TN-01-2

STORAGE AREA

25,731

500

0 x 0.3 = 0.0

52 x 0.2 = 10.4

FLOOR ZONE

STORIES

AREA CALCULATIONS ALLOWED

FIRST LEVEL TOTALS

29,831

0.0

29,831 SF 29,831 SF 29,831 SF

INCHES PROVIDED

EXIT INCHES REQUIRED VERTICAL

15,500 7,750 31,000 54,250 N/A 54,250

ACTUAL

HORIZONTAL

VERTICAL

HORIZONTAL

192 192

18.6

JHA MLK/JHA 11/27/13

Revisions Water Closets: First Floor:

Calculation 93 / 100 = 1

Lavatories: First Floor:

93 / 100 = 1

Required 1

Provided 2

No.

Date

Description

Drinking Fountains: First Floor: 93 / 400 1 2 Note: Bottled water dispensers may be substituted for up to 50% of required drinking fountains. Service Sinks:

1 per floor

192

AHU -1

AHU-2

AHU-3

AHU-4

AHU-5

DN DN DN

TOTAL EXIT INCHES PROVIDED

192

L N I2 n WO rte a tu W Irtn e a tsu a /h N x2 E O

PER 2007 MINNESOTA STATE BUILDING CODE (2006 IBC & GREB) Minimum Number of Fixtures: IBC Chapter 29 and Table 2902.1

Cm o m sn o tia cu P 3 P -rw e o

P 2 P -rw e o P 2 P -rw e o

Cm o m sn o tia cu P 3 P -rw e o Cm o m sn o tia cu P 3 P -rw e o Cm o m sn o tia cu P 3 P -rw e o

P 2 P -rw e o WO rte a tu W Irtn e a

L N I2 n

P 1 P -rw e o

D tso fre W Irtn e a WO rte a tu A Irn i

tsu a /h N x2 E

WO rte a tu W Irtn e a

L N I2 n

P 1 P -rw e o

D tso fre W Irtn e a A Irn i

WO rte a tu

tsu a /h N x2 E

WO rte a tu W Irtn e a

L N I2 n

P 2 P -rw e o

P 1 P -rw e o

D tso fre A Irn i

W Irtn e a WO rte a tu

tsu a /h N x2 E

WO rte a tu W Irtn e a

L N I2 n

P 1 P -rw e o

D tso fre W Irtn e a WO rte a tu A Irn i

PLUMBING CALCULATION BUILDING 200: (BASED ON NEXT PHASE TENANT FIT UP) 264 OCCUPANTS

BUILDING CODE, OCCUPANCY AND EGRESS INFORMATION 2915 WAREHOUSE - 200 BUILDING FIRST LEVEL

I/O MODULE (FRONT)

Cm o m sn o tia cu P 3 P -rw e o

P 2 P -rw e o

P 1 P -rw e o

D tso fre A Irn i

W Irtn e a WO rte a tu

tsu a /h N x2 E

OCCUPANCY

HEIGHT INFORMATION ALLOWED ACTUAL

MIXED: BUSINESS GROUP (B) STORAGE GROUP (S-1)

TYPE OF CONSTRUCTION

IIB - FULLY SPRINKLERED

NOTE: THE ACTUAL "FLOOR ZONE" REFERS TO THE OCCUPIABLE FLOOR AREA RAMP DOWN

RAMP DOWN

FLOOR ZONE

PROJECT AREA

PHASE II - FIRST LEVEL FIRE AND LIFE SAFETY KEY PLAN

SPRINKLER INCREASE TOTAL

SQ.FTG.PER OCCUPANT (TABLE 1004.1.1)

OCCUPANT LOAD

EXIT INCHES REQUIRED VERTICAL

HORIZONTAL

15,500 7,750 31,000 54,250 N/A 54,250

ACTUAL

41,238 SF 41,238 SF 41,238 SF

INCHES PROVIDED VERTICAL

HORIZONTAL

BUSINESS AREA

18,738

100

188

0 x 0.3 = 0.0

188 x 0.2 = 37.6

TN-01-2

STORAGE AREA

17,295

300

0 x 0.3 = 0.0

58 x 0.2 = 11.6

TN-01-MZ

MECHANICAL AREA

5,205

300

18 x 0.3 = 5.4

18 x 0.2 = 3.6

52.8.6

175

41,238

264

5.4

TOTAL EXIT INCHES PROVIDED

NORTH

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FLOOR AREA (SQ.FT.)

BASIC AREA (1ST LEVEL) INCREASE FOR FRONTAGE INCREASE FOR SPRINKLERS SUB-TOTAL INCREASE FOR MULTI-STORY TOTAL

TN-01-1

FIRST LEVEL TOTALS

1" = 60'-0"

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:45 PM

FLOOR OCCUPANCY (TABLE 1004.1.1)

STORIES

AREA CALCULATIONS ALLOWED

175

Water Closets: First 50 OCC: Remainder OCC: First Floor Totals: Lavatories: First 80 OCC: REMAINDER OCC: First Floor Totals:

Calculation Required 50 / 25 = 2 2 214 / 50 = 5 5 264 / 37.5 = 7 7

80 / 40 = 2 184 / 80 = 3 264 / 60 = 5

2 3 5

Provided 2 5 7

2 3 5

Drinking Fountains: First Floor: 264 / 100 3 3 Note: Bottled water dispensers may be substituted for up to 50% of required drinking fountains. Service Sinks:

1 per floor

FIRST LEVEL FIRE AND LIFE SAFETY PLAN

G101.2

UP DN

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants AHU-1

AHU-2

AHU-3

AHU-4

AHU-5 DN

DN DN DN

Certification

/2 NE xh stu a

O rte a tu

Irtn e a

L 2 N In

I/O MODULE (FRONT)

mn u ca i to i sn

P e w o -r P 1

P e w o -r P 3

Cm o

O rte a tu W /2 NE xh stu a O O rte a tu W Irtn e a W D fre sto A ri In mn u ca i to i sn

P e w o -r P 1

P e w o -r P 3

P e w o -r P 2

Cm o

L 2 N In Irtn e a W O rte a tu W /2 NE xh stu a O O rte a tu W Irtn e a W D fre sto A ri In mn u ca i to i sn

P e w o -r P 1

P e w o -r P 3

P e w o -r P 2

Cm o

L 2 N In Irtn e a W O rte a tu W /2 NE xh stu a O O rte a tu W Irtn e a W D fre sto A ri In mn u ca i to i sn

P e w o -r P 1

P e w o -r P 3

P e w o -r P 2

Cm o

200-1

100-1

mn u ca i to i sn Cm o

P e w o -r P 1

D fre sto A ri In

Irtn e a

O rte a tu

/2 NE xh stu a

O rte a tu

Irtn e a

L 2 N In P e w o -r P 3

300-1

P e w o -r P 2

400-1

Irtn e a

L 2 N In

P e w o -r P 2

D fre sto A ri In

Irtn e a

O rte a tu

Signature

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota. RAMP DOWN

RAMP DOWN

Signature

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

Project For

PROJECT AREA

PHASE II - FIRST LEVEL CONTROL AREA PLAN 1" = 30'-0"

NORTH

2915 WAREHOUSE VALLEY HIGH DRIVE PHASE IIFIT - UP PACKAGE

100 BUILDIING HAZARDOUS MATERIALS QUANTITIES LIST

200 BUILDIING HAZARDOUS MATERIALS QUATITIES LIST

PROJECT # 7R121080

Project No.

6287.048.01

Drawn By

JAS

Checked By

MLK/JHA

Date

11/27/13

NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. ÂŠ Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date

Description

FIRST LEVEL CONTROL AREA PLAN

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G201.2

PROJECT AREA 100 BLDG. A

2915 WAREHOUSE BUILDING

A A A A

NG TI IS EX C. .I. M

200 BLDG.

A A

300 BLDG.

400 BLDG.

PROJECT AREA

100 BUILDING

450 BLDG.

Consultants

DI IL BU

500 BLDG.

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

Certification

Signature

DAVID C. NORBACK

Registration Number Date

A A

PHASE II DEMOLITION SITE PLAN KEY PLAN 1" = 160'-0"

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Signature

DAVID C. NORBACK

Registration Number

A Date

11902 12.13.13

Project For

KEYNOTES - PHASE II - DEMOLITION SITE PLAN 1 2 3 4 5

REMOVE EXISTING UTILITY CONCRETE SLAB. REMOVE EXISTING PARKING STRIPING. REMOVE EXISTING ASPHALT IN HATCHED AREA FOR REGRADING AND UTILITY WORK - SEE CIVIL DRAWINGS. REMOVE EXISTING STAIR, RAILING, AND FOUNDATIONS. REMOVE EXISTING CHAIN LINK FENCE AND FOUNDATIONS.

2915 WAREHOUSE VALLEY HIGH DRIVE

PHASE IIFIT - UP PACKAGE

200 BUILDING (EXISTING 2915 BUILDING) 3

PROJECT # 7R121080 Key Plan

AREA A 1

AREA C

AREA B AREA D

AREA E.1 AREA E

2 AREA F

AREA F.1

Project No.

6287.048.01

Drawn By

JHA

3 Checked By

MLK/JHA

5 Date

11/27/13

Revisions

No.

Date

Description

300 BUILDING (N.I.C.)

A A

PROJECT AREA

DEMOLITION SITE PLAN

PHASE II - DEMOLITION SITE PLAN 1" = 20'-0"

NORTH

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D001.2

PROJECT AREA

PROJECT AREA RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

100 BLDG. A A A A A

Consultants

M NG TI IS EX C. .I.

200 BLDG.

I BU

I LD NG

A A

300 BLDG.

Certification

500 BLDG. 400 BLDG.

100 BUILDING

450 BLDG.

Signature

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

A Signature

DAVID C. NORBACK

Registration Number

Date

PHASE II - 2915 BUILDING - SITE PLAN KEY PLAN 1" = 160'-0"

11902 12.13.13

Project For

NORTH

A A G 20' - 0" 10' - 0"

10' - 0"

14' - 3 1/2"

2915 WAREHOUSE VALLEY HIGH DRIVE

8' - 3"

1.1 2.1

2.1

" -0

PHASE IIFIT - UP PACKAGE

1.4 TYP

2.2

'81

200 BUILDING

PROJECT # 7R121080

9' " -0

1.2

2.4

2.1

20' - 0"

2.3

NEW VESTIBULE ADDITION

1.3

Key Plan

2.1

AREA A AREA C

AREA B AREA D

AREA F

1.4

AREA E.1 AREA E

AREA F.1

TYP

5' 13

1.4

TYP

Project No.

2.2

'18

3 A001.2

6287.048.01

Drawn By

JHA

Checked By

MLK/JHA

1.2 EQ

'18 '18

1.1

PHASE II - ENLARGED LIQUID NITROGEN TANK PLAN

Revisions

1/4" = 1'-0"

No.

Date

Description

NORTH

11/27/13

'29

Date

9' " -0

1.4

KEYNOTES - PHASE II - SITE PLAN

TYP

1.2

300 BUILDING (N.I.C.)

1.2 1.3 1.4

NEW STEEL STAIRS AND LANDING - SEE FLOOR PLAN FOR ADDITIONAL DETAILS. EXTENT OF NEW / PATCHED ASPHALT FROM REGRADING AND UTILITY WORK - SEE CIVIL DRAWINGS NEW CONCRETE STOOP - SEE STRUCTURAL DRAWINGS NEW PARKING STRIPING - TYPICAL.

2.1 2.2 2.3 2.4

NEW 6' HIGH CHAIN LINK FENCE AND GATES. NEW CONCRETE NITROGEN TANK FOUNDATION SYSTEM - SEE STRUCTURAL DRAWINGS NEW ASPHALT PAVING - SEE CIVIL DRAWINGS NITROGEN TANK BY OTHERS.

'99 0"

A A

1.1

KEYNOTES - PHASE II - ENLARGED SITE PLAN

PROJECT AREA 1

SITE PLAN

PHASE II - 2915 BUILDING - SITE PLAN 1" = 20'-0"

NORTH

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A001.2

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LIQUID NITROGEN STORAGE AREA DETAIL:

LIQUID NITROGEN STORAGE AREA

BENCHMARK ELEVATION = 1086.51 (NAVD88)

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

J 8 9

Certification

1 1 6

Signature

DAVID C. NORBACK

Registration Number

Date

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

5 4

Signature

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

Project For

2915 WAREHOUSE VALLEY HIGH DRIVE PHASE IIFIT - UP PACKAGE

PROJECT # 7R121080 Key Plan AREA E.1

Project No.

6287.048.01

Drawn By

JAS, BCS

Checked By

PARTIAL FIRST LEVEL DEMOLITION PLAN - OPTION 3 1/4" = 1'-0"

NORTH

MLK/JHA

Date

11/27/13

Revisions No.

DEMOLITION PLAN LEGEND:

DEMOLITION PLAN GENERAL NOTES: 1. SEE MECHANICAL DRAWINGS FOR DUCTWORK, DIFFUSER, PLENUM BOX, LIGHTING, ELECTRICAL CONDUIT, ETC. DEMOLITION AND/OR PROTECTION.

EXISTING PARTITION TO REMAIN

2. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS.

4. ALL FIRE SAFETY EQUIPMENT AND THE ASSOCIATED CONDUIT AND WIRING SYSTEM SHALL NOT BE HARMED DURING DEMOLITION AND/OR CONSTRUCTION AND SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NOTIFY BUILDING SECURITY AND MAYO CONSTRUCTION MANAGER OF DAMAGED OR DISABLED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBIES, PUBLIC CORRIDORS OR RESTROOMS. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN.

EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED

Description

KEYNOTES - PHASE II - DEMOLITION PLAN 1 2 3 4

EXISTING DOOR AND FRAME TO REMAIN

3. FIRE SAFETY MUST BE MAINTAINED FOR ALL PERSONNEL WORKING ON THE FLOOR. ALL FIRE STAIRS, ALARMS, SPEAKERS, ETC. MUST REMAIN ACCESSIBLE AND OPERABLE AT ALL TIMES. IMMEDIATELY NOTIFY BUILDING SECURITY AND BUILDING MANAGER OF DAMAGED OR DISABLED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY.

Date

5 6 7 8 9

REMOVE EXISTING CONCRETE RAMP, FOUNDATION WALLS, GUARD RAILS AND FOOTINGS. REMOVE EXISTING OVERHEAD DOORS, OPERATORS, AND HARDWARE. REMOVE EXISTING RAILING. REMOVE EXISTING TOILET ROOM, WALLS, FIXTURES, PARTITIONS, CEILINGS, AND FLOORING. REMOVE EXISTING DOOR, FRAME, AND HARDWARE. EXISTING DOCK LEVELER TO REMAIN. REMOVE EXISTING DOCK SEALS, AND HEAD CURTAIN - PRIME EXISTING WALL AT UNFINISHED, UNCOVERED WALL LOCATIONS. REMOVE EXISTING CONCRETE STAIRS AND FOUNDATIONS. REMOVE EXISTING HOLLOW METAL WINDOW.

EXISTING DOOR AND FRAME TO BE REMOVED

ROOM NAME

ROOM TAG

KEYNOTE

6. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED. 7. THE INTENT OF THIS DEMOLITION IS TO PROVIDE A CLEAN AND CLEAR AREA FOR NEW CONSTRUCTION AND FINISHES AS INDICATED ON THESE ARCHITECTURAL DRAWINGS. A. DEMOLISH DASHED WALLS, MILLWORK, OR MISCELLANEOUS ITEMS. RELATED FRAMING, BRACING, AND ANCHORS MUST BE REMOVED. PROVIDE RELATED MECHANICAL/ELECTRICAL FOR THIS WORK. B. DEMOLISH FINISHES ON EXISTING WALLS OR SURFACES TO REMAIN WHERE NEW FINISHES ARE SCHEDULED. C. DEMOLISH FLOOR FINISHES AND BASE AS NOTED OR WHERE NEW FLOOR FINISHES AND BASE ARE SCHEDULED, INCLUDING ADHESIVES. D. DEMOLISH CEILINGS AND SOFFITS AS REQUIRED TO PROVIDE THE NEW CEILING LAYOUT (SEE CEILING PLAN). COORDINATE WORK INCLUDING THAT REQUIRED FOR MECHANICAL/ELECTRICAL. E. EXISTING WALLS AND SURFACES NOTED TO REMAIN, BUT DAMAGED PRIOR TO OR DURING DEMOLITION, MUST BE REPAIRED TO ACCEPT NEW FINISHES.

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:39 PM

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ENLARGED DEMOLITION PLAN - AREA E.1

D101E.2

FLOOR PLAN GENERAL NOTES

1. LOCATION OF EQUIPMENT OR ANY OTHER ITEMS THAT MAY INTERFERE WITH THE LIGHTING, STRUCTURAL, OR MECHANICAL SYSTEMS, SHALL BE CAREFULLY COORDINATED AND DISCREPANCIES BROUGHT TO THE ARCHITECTS ATTENTION IMMEDIATELY. 2. PLUMBING FITTINGS OTHER THAN THOSE IN THE FUME HOODS OR FUME HOOD BASE CABINETS SHALL BE SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR. ALL PLUMBING FITTINGS SHALL HAVE FINAL CONNECTION BY MECHANICAL CONTRACTOR.

AREA B

AREA E.1 3. ALL PLUMBING SYSTEM HANGERS AND FASTENERS SHALL BE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR.

STORAGE 1-115

VESTIBULE 1-123

CUSTODIAL

COMM RM 1-121

COMM RM 1-120

OFFICE 1-119

STORAGE 1-118

CONFERENCE 1-117

4. ALL EXPOSED PIPING AND CONDUIT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE. 5. ALL PLAN DIMENSIONS LOCATING INTERIOR WALLS ARE TO: a: FACE OF EXISTING WALL SYSTEM UNLESS NOTED OTHERWISE. b: FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. c: CENTERLINE OF BUILDING GRID.

OFFICE 1-116 VESTIBULE 1-101

1-124

OFFICE 1-103

6. ALL ELEVATION MEASUREMENTS ARE IN REFERENCE TO THE FINISHED FLOOR.

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

7. SEE LIFE SAFETY PLANS, SHEETS "G101.2" FOR ALL RATED PARTITION LOCATIONS. 8. EXISTING PENETRATIONS IN RATED PARTITIONS TO BE FIRESTOPPED & SEALED. NEW MECHANICAL / ELECTRICAL PENETRATIONS TO BE FIRESTOPPED & SEALED. ALL SUBCONTRACTORS TO USE THE SAME FIRESTOPPING SYSTEM.

STORAGE 1-125

COMMON 1-102

ENVIRONMENTAL SERVICES

LACTATION 1-126

Consultants

9. PROVIDE CONTROL JOINTS IN EXTERIOR GYPSUM WALL ASSEMBLY AT COLUMNS AND PILASTERS.

1-122

PLAN LEGEND:

WOMEN'S TOILET

EXISTING PARTITION TO REMAIN

WOMEN'S TOILET 1-127

OFFICE 1-106

1-201

OFFICE 1-105

C31-PL

OFFICE 1-104

STORAGE 1-100

MEN'S TOILET

AREA E.1

AREA E

EQUIPMENT TAG

NEW PARTITON

SPECIALITY EQUIPMENT TAG

101

DOOR TAG

NEW DOOR, REFER TO DOOR SCHEDULE

CONFERENCE 1-107

COMMON 1-109

MICROBIOME

ROOM NAME

COUNTERTOP TAG

EXISTING DOOR AND FRAME TO REMAIN

1-128

AREA B

KEYNOTE

NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION

ROOM TAG

Certification

Signature

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

CORRIDOR 1-108 OFFICE 1-110

1-204

OFFICE 1-111

Signature

DAVID C. NORBACK

Registration Number Date

MECH RM 1-112

11902 12.13.13

Project For

OFFICE 1-113

STORAGE 1-100

2915 WAREHOUSE VALLEY HIGH DRIVE

OPEN OFFICE 1-205

BREAK ROOM 1-114

PHASE IIFIT - UP PACKAGE PROJECT # 7R121080

AREA E Key Plan

AREA F.1

AREA A AREA C AREA F

AREA B AREA D

AREA E.1 AREA E

AREA F.1

Project No.

6287.048.01

Drawn By

Author

Checked By

Checker

Date

11/27/13

ELECTRICAL 1-150

1.2

Revisions

ELECTRICAL

No.

1-150A

KEYNOTES - PHASE II - FLOOR PLAN 1.1 1.2 1.3 1.4

STORAGE 1-100

1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22 1.23 1.24

TYPICAL UTILITY FENCE - SEE ELEVATION 11/A922.2 OVERHEAD UTILITY FENCE BRIDGE ABOVE - SEE ELEVATION 14/A922.2. OVERHEAD 3 1/4" x 1 5/8" UNISTRUT CROSS BRACING AT 10'-0" A.F.F. DASHED LINES INDICATE ADJUSTABLE PLASTIC LAMINATE SHELVING ABOVE - SEE ELEVATIONS AND DETAILS DASHED LINES INDICATE WALL CABINETS ABOVE - SEE ELEVATIONS AND DETAILS DASHED LINES INDICATE MICROWAVE SHELVING AND CABINET ABOVE - SEE ELEVATIONS AND DETAIL 10/A920.2 MOBILE CASEWORK UNIT - SEE ELEVATIONS AND DETAILS (A921.2) COAT ROD AND SHELF - SEE DETAIL 15/A922.2. STAINLESS STEEL SINK - SEE MECHANICAL DRAWINGS A.V. CABINET - SEE DETAIL 15/A920.2. CEILING MOUNTED SAFETY SHOWER - SEE MECHANICAL DRAWINGS FACE OF NEW WALL TO BE ALIGNED WITH FACE OF EXISTING WALL OR COLUMN. PLASTIC LAMINATE PIPETTE RACK - SEE ELEVATIONS AND DETAIL 12/A920.2 PLASTIC LAMINATE CUSTOM MOBILE BENCH - SEE ELEVATIONS PLASTIC LAMINATE UTILITY CABINET - SEE ELEVATIONS AND DETAIL 11/A920.2 WALL MOUNTED SINK - SEE MECHANICAL DRAWINGS STAINLESS STEEL SINK AND TOP W/ DRAINBOARD - SEE MECHANICAL DRAWINGS STANDARD LAB COAT HOOK STRIP - SEE DETAIL 18/A920.2 RELOCATED CENTRIFUGE CART FROM HILTON CL-21. FLOOR DRAIN - SEE MECHANICAL DRAWINGS. WALL MOUNTED TOILET - SEE MECHANICAL DRAWINGS WALL MOUNTED URINAL - SEE MECHANICAL DRAWINGS ELECTRIC WATER COOLER - COORDINATE W/ MECHANICAL & ELECTRICAL STAINLESS STEEL SINK AND TOP - SEE MECHANICAL DRAWINGS

1/8" = 1'-0"

NORTH

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Description

KEYNOTES - PHASE II - FLOOR PLAN

PARTIAL FIRST LEVEL FLOOR PLAN - 100 BUILDING

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:40:34 PM

Date

1.25 1.26 1.27 1.28 1.29 1.30 1.31 1.32 1.33 1.34 1.35 1.36 1.37 1.38 1.39 1.40 1.41 1.42 1.43 1.44 1.45 1.46 1.47

CEILING MOUNTED CURTAIN TRACK - SEE REFLECTED CEILING PLAN (A201.2) MOP SINK - SEE DETAIL 14/A920.2 AND MECHANICAL DRAWINGS SAFETY SHOWER AND EYE WASH - SEE MECHANICAL DRAWINGS DECK MOUNTED EYE WASH - SEE MECHANICAL DRAWINGS EXISTING DOCK LEVELER. EXISTING PIT ANGLES CAST INTO EXISTING CONCRETE. LAMINATED DOCK BUMPER - KELLY DOCK SYSTEMS - B410-14F. NEW DOCK SEAL WITH HEAD CURTAIN - KELLEY MODEL DSS-L WITH HEAD CURTAIN OR EQUAL. EXISTING MOBILE CASEWORK UNIT RELOCATED FROM STABILE SL-16 - SEE ELEVATIONS FOR BASE CABINET DETAIL EXISTING MOBILE CASEWORK UNIT RELOCATED FROM HILTON CL-21 - SEE ELEVATIONS FOR BASE CABINET DETAIL GAS CYLINDER RACK AND HOOK - SEE DETAIL 20/A920.2 RELOCATED WOOD TANK STORAGE RACK FROM SOUTH WAREHOUSE 1-10H. 3 3/4" DEEP EQUIPMENT LIFT PIT - VERIFY PIT SIZE WITH CAM WOOD OR JOE SCHNEIDER NEW 5" REINFORCED CONCRETE SLAB - SEE STRUCTURAL. HOLLOW METAL PROTECTION RAIL - PAINT - SEE DETAIL 10/A922.2 NEW DOCK SEAL WITH HEAD CURTAIN - KELLEY MODEL DSH WITH HEAD CURTAIN OR EQUAL. NEW 36" DEEP CUSTOM MOBILE CASEWORK UNIT. PLASTIC LAMINATE SLOPED LOCKER TOP - SEE DETAIL 21/A920.2 SURFACE APPLY 1/2" FIRE TREATED PLYWOOD AT 4'-6" A.F.F. TO FACE OF GYP. BD. - SEE ELEVATIONS NEW VINYL STRIP DOOR. SAFE-T MODEL SD 8-50-UL. NEW 5" REINFORCED CONCRETE UPON COMPLETION OF UNDGROUND WORK - COORDINATE WITH PLUMBING - SEE DETAIL 12/A502.2. 1" PLASTIC LAMINATE BACKER BOARD MOUNTED TO MOBILE CASEWORK - SEE ELEVATIONS SURFACE MOUNTED FIRE EXTINGUISHER.

OVERALL FIRST LEVEL FLOOR PLAN - 100 BUILDING

A100.2

VESTIBULE 1-211E

AREA A

AREA B

AREA E.1

1.38 1.45

CONFERENCE COAT CLOSET

1-211D

LOADING DOCK

CUSTODIAL 1-124

1-210

BREAK ROOM

1-213

KIT PRODUCTION

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

1-209

1-221

STORAGE

OPERATIONS SHOP

OFFICE

1-222

1-221A

OFFICE PROCESSING LAB 1-212 EXISTING SLAB

LACTATION NEW SLAB

1-126

11' - 0"

Certification

OFFICE 1-211B

1-214

AREA A

OPEN OFFICE

1.38

CORRIDOR

1-211

ADA RESTROOM

OFFICE

1-215

1-212A

1-200-3

CONFERENCE

COPY/PRINT

OFFICE

1-211A

1-211F

1-211G

1-211H

1-211J

MEN'S TOILET

WOMEN'S TOILET

1-203

AREA A AREA C

AREA A AREA D

AREA B

WOMEN'S TOILET 1-127

1-201

ENVIRONMENTAL SERVICES

MEN'S TOILET

1-202

1-128

Signature

DAVID C. NORBACK

Registration Number

CORRIDOR

AREA C

AREA B

1-200-1

AREA D

I/O MODULE (FRONT)

AREA B

AREA E

AREA E.1

1.45 Date

AREA E

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

SERVER 1-208A Signature

DAVID C. NORBACK

W a te r Ou t

W a te r In

L N2 In

11' - 0"

MICROBIOME

Po we r - P2

1-200-4

PRC IMAGING

LAB 1-207

1-240

Date

1-208

1.38

11902 12.13.13

Project For

Po we r - P2

Po we r - P3

Po we r - P1

Co mmu n i a c tio n s

Po we r - P3

EXISTING SLAB

NEW SLAB

1-205B

EXISTING SLAB

W a te r In W a te r Ou t O2 /N2 Exh au st W a te r Ou t W a te r In De fro st Ai r In Po we r - P2

Po we r - P1

Co mmu n i a c tio n s

OFFICE

SPVR 1-205A

2915 WAREHOUSE VALLEY HIGH DRIVE

Po we r - P2

Po we r - P1

Po we r - P3

11' - 0"

Co mmu n i a c tio n s

De fro st Ai r In

W a te r In

W a te r Ou t

O2 /N2 Exh au st

W a te r Ou t

W a te r In

L N2 In

Po we r - P3

1.1

1.2

11' - 0"

1-200-2

29' - 9 1/2"

NEW SLAB

CORRIDOR

Po we r - P2

EXISTING SLAB L N2 In

9' - 6"

Po we r - P1

De fro st Ai r In

W a te r In

W a te r Ou t

O2 /N2 Exh au st

NEW SLAB

W a te r Ou t

W a te r In

L N2 In Co mmu n i a c tio n s

De fro st Ai r In

W a te r In

W a te r Ou t

11' - 0"

Registration Number

1-204

O2 /N2 Exh au st

W a te r Ou t

W a te r In

L N2 In

RESEARCH STORAGE

Po we r - P1

Po we r - P3

Co mmu n i a c tio n s

De fro st Ai r In

W a te r In

W a te r Ou t

1.3

CORRIDOR

O2 /N2 Exh au st

TYP.

1-125

1-211C

CUSTODIAL

1.1

1.38

STAIR

STAIR 1-230

COLD ROOM 1-207D

OPEN OFFICE

1-206

SPVR OFFICE

1-207C

PHASE IIFIT - UP PACKAGE

1-205

11' - 0"

1-207A

FUTURE LAB

TYP.

1.3

OPEN OFFICE

1-232

PROJECT # 7R121080

1-207B

DATA

11' - 0"

1-231

Key Plan

AREA C

AREA F

AREA D

AREA F

AREA D

AREA F.1

AREA E

AREA F.1

AREA A

AREA F.1

11' - 0"

AREA C

1.1

RESEARCH STORAGE

1-240

AREA F

AREA B AREA D

AREA E.1 AREA E

AREA F.1

1.2

Project No.

31' - 3 1/2"

4' - 6" 11' - 0"

12' - 0" 1.3

1.1

12' - 0"

1.27

1.1

12' - 0"

Drawn By

12' - 0"

1.2

1.3

1.2

TYP.

MLK/JHA

Date

1-150 1.2

TCM

Checked By

ELECTRICAL

1.2

6287.048.01

31' - 3 1/2"

31' - 1 1/4"

8' - 0"

1.2

11/27/13

Revisions

No.

Date

Description

ELECTRICAL 1-150A

AREA F

PARTIAL FIRST LEVEL FLOOR PLAN - 200 BUILDING

AREA F.1

1/8" = 1'-0"

FLOOR PLAN GENERAL NOTES

PLAN LEGEND:

EXISTING PARTITION TO REMAIN

1 C31-PL

2. PLUMBING FITTINGS OTHER THAN THOSE IN THE FUME HOODS OR FUME HOOD BASE CABINETS SHALL BE SUPPLIED AND INSTALLED BY MECHANICAL CONTRACTOR. ALL PLUMBING FITTINGS SHALL HAVE FINAL CONNECTION BY MECHANICAL CONTRACTOR.

5. ALL PLAN DIMENSIONS LOCATING INTERIOR WALLS ARE TO: a: FACE OF EXISTING WALL SYSTEM UNLESS NOTED OTHERWISE. b: FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. c: CENTERLINE OF BUILDING GRID. 6. ALL ELEVATION MEASUREMENTS ARE IN REFERENCE TO THE FINISHED FLOOR. 7. SEE LIFE SAFETY PLANS, SHEETS "G101.2" FOR ALL RATED PARTITION LOCATIONS. 8. EXISTING PENETRATIONS IN RATED PARTITIONS TO BE FIRESTOPPED & SEALED. NEW MECHANICAL / ELECTRICAL PENETRATIONS TO BE FIRESTOPPED & SEALED. ALL SUBCONTRACTORS TO USE THE SAME FIRESTOPPING SYSTEM. 9. PROVIDE CONTROL JOINTS IN EXTERIOR GYPSUM WALL ASSEMBLY AT COLUMNS AND PILASTERS.

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:40:36 PM

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COUNTERTOP TAG

1.1 1.2 1.3 1.4

EQUIPMENT TAG

1.5 1.6

NEW PARTITON

SPECIALITY EQUIPMENT TAG

101

DOOR TAG

1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22 1.23 1.24

NEW DOOR, REFER TO DOOR SCHEDULE

ROOM NAME

KEYNOTE

EXISTING DOOR AND FRAME TO REMAIN

3. ALL PLUMBING SYSTEM HANGERS AND FASTENERS SHALL BE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. 4. ALL EXPOSED PIPING AND CONDUIT SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE.

KEYNOTES - PHASE II - FLOOR PLAN

1 ROOM TAG

NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION

KEYNOTES - PHASE II - FLOOR PLAN 1.25 1.26 1.27 1.28 1.29 1.30 1.31 1.32 1.33 1.34 1.35 1.36 1.37 1.38 1.39 1.40 1.41 1.42 1.43 1.44 1.45 1.46 1.47

NORTH

OVERALL FIRST LEVEL FLOOR PLAN - 200 BUILDING

A101.2

H 2 A101A.2

1.32

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

1.31

Consultants

10"

2' - 10"

2' - 0"

1 1.38

NEW SLAB

1.38

EXISTING SLAB

2' - 2"

1.19

1.43

7 1/4"

11' - 0 3/8"

7' - 9 3/4"

LOADING DOCK

7 1/4"

Signature

DAVID C. NORBACK

1-213 A901.2

1.41

OPERATIONS SHOP

C31-PL

1.34

1.34 1.19

X1 1.4

1-221A

2 1

A901.2

12' - 0"

A901.2

1.16

1.33

5' - 0"

1.33 1.28 6

1.16

A901.2

1.33 5' - 0"

1' - 8 1/2"

1.33

1.9

C31-PL

1.4

1.27

Date

12.13.13

1' - 10 1/2" Signature 19

A901.2

1.4

1.7

9' - 2"

1.4

1.14

1.34

11902 12.13.13

Project For

1-212

2' - 7"

1.14

Registration Number Date

PROCESSING LAB

A901.2

DAVID C. NORBACK

2' - 2 1/2"

1.12

1.7

4' - 0 1/4"

1-221A

11902

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

OFFICE

9' - 9 3/4"

A905.2

Registration Number

A901.2

4' - 2 1/2"

3 18

1-222

8' - 0"

1.30

PALLET STORAGE

24' - 3"

1.4

A901.2

1.4

1.5

1.41

C31-PL

1.34

KIT PRODUCTION 1-221

A905.2

1.33

7' - 0"

A905.2

1.39

3' - 5"

Certification

8' - 7"

3' - 11 1/4"

1.33

8' - 7"

2' - 4"

3' - 9"

1.33

7' - 10 3/4"

1.36

3' - 11 1/4"

1.7

1.29

1.37

7 1/4"

3' - 9"

1.37

1.4

5' - 0"

1.37

3' - 11 1/4"

4' - 4"

1.33

1.35

EXISTING SLAB NEW SLAB

6' - 8 1/2"

A901.2

1.19

2' - 10"

CUSTODIAL

1.7

1-214

1.34

4' - 9"

1.7

A901.2

X 3 1.17

ADA RESTROOM

1-212A

1.7

1.28

1.34

2915 WAREHOUSE VALLEY HIGH DRIVE

7' - 0"

A901.2

1-215 1.7

1.4

RESEARCH STORAGE

PHASE IIFIT - UP PACKAGE

1-240

2' - 3"

1.16 1.18

W5 1-212C

1-212B

6' - 3 1/2" 6' - 10"

1.1

7 1/4"

16' - 3 1/4"

6' - 0"

16' - 3"

PROJECT # 7R121080

2 E

1.42

Key Plan

AREA A

PHASE II - FLOOR PLAN - AREA A Project No.

1/4" = 1'-0"

NORTH

3' - 7 1/2"

3' - 8"

2.2

2.1

4 TREADS

1' - 0"

KEYNOTES - PHASE II - ENLARGED FLOOR PLAN

8' - 2"

2.3 DN DN

1 1/2"

4' - 6"

1 1/2" 2.4

TCM, BCS MLK/JHA

Date

1 A502.2

Drawn By Checked By

5' - 8" 2' - 0 1/2"

6287.048.01

2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10

STEEL STAIR STRINGER (BELOW) - PAINT - SEE SECTION FOR DETAILS. HOLLOW METAL HANDRAILS - PAINT - SEE SECTION FOR DETAILS. HOLLOW METAL GUARD RAIL - PAINT - SEE SECTION FOR DETAILS. OPEN GRATED STEEL LANDING AND TREADS. CONCRETE STOOP - SEE STRUCTURAL DRAWINGS. STEEL COLUMNS - PAINT - SEE STRUCTURAL DRAWINGS. CAST IN PLACE CONCRETE STAIRS - SEE SECTION FOR DETAILS - SEE STRUCTURAL DRAWINGS. ALUMINUM METAL HANDRAIL - PAINT - SEE SECTION FOR DETAILS. ADHERE GYPSUM BOARD TO EXISTING CMU WALL. CARD READER - SEE ELECTRICAL

KEYNOTES - PHASE II - FLOOR PLAN 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22 1.23 1.24

KEYNOTES - PHASE II - FLOOR PLAN 1.25 1.26 1.27 1.28 1.29 1.30 1.31 1.32 1.33 1.34 1.35 1.36 1.37 1.38 1.39 1.40 1.41 1.42 1.43 1.44 1.45 1.46 1.47

11/27/13

Revisions No.

Date

Description

ENLARGED FLOOR PLAN AREA A

PHASE II - ENLARGED FIRST LEVEL SOUTHWEST STAIR PLAN 1/2" = 1'-0"

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A101A.2

KEYNOTES - PHASE II - FLOOR PLAN

1.34 1.35 1.36 1.37 1.38 1.39 1.40 1.41 1.42 1.43 1.44 1.45 1.46 1.47

3' - 1 1/2"

6' - 4"

1' - 10"

3' - 1 1/2"

4' - 5 1/2"

4' - 5 1/2" A401.2

1' - 10"

1 A501.2

2.5

2 A501.2

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

2.6

TYP

2 A501.2 6' - 6"

1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22 1.23 1.24

1.25 1.26 1.27 1.28 1.29 1.30 1.31 1.32 1.33

1' - 10"

1.5 1.6

4' - 0"

1.1 1.2 1.3 1.4

12' - 7"

KEYNOTES - PHASE II - FLOOR PLAN

Certification

2.8

A401.2

3' - 0"

3 TREADS AT 12"

2.7

A401.2

15' - 6"

9' - 11"

2.8

Date

PHASE II - ENLARGED VESTIBULE ROOF PLAN

1/4" = 1'-0"

1-211E

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Signature

DAVID C. NORBACK

6' - 0"

Registration Number

KEYNOTES - PHASE II - ENLARGED FLOOR PLAN

3' - 9" 7 A502.2

1-211E

11902

VESTIBULE

2.10 EQ

DAVID C. NORBACK

Registration Number

3 2 A101B.2 A101B.2

Signature

2.9

2.1 2.2 2.3 2.4 2.5 2.6 2.7

2.9

VESTIBULE

2.8 2.9 2.10

1-211E

Date

11902 12.13.13

Project For

PHASE II - ENLARGED VESTIBULE FLOOR PLAN

2915 WAREHOUSE VALLEY HIGH DRIVE J

1/2" = 1'-0"

PHASE IIFIT - UP PACKAGE

1-211M

1 5"

1.10 22' - 3 1/2"

OFFICE 1-211-4

OFFICE 1-211-10

OFFICE 1-211-11

PROJECT # 7R121080

27' - 3 1/2"

1.8

2 12

1.4 12' - 0"

1-211D

1.4

CONFERENCE

11' - 3"

OFFICE 1-211-5

7' - 0"

Key Plan A901.2

A905.2

AREA B

1-243

1-210

1-211D

1-210

ENTRY

1.4

OFFICE 1-211-9

A902.2

OFFICE 1-211-12

1-209

Project No.

Drawn By

9' - 0 3/4"

1.47 A902.2

OFFICE

16' - 2"

1-211C 1.6

A902.2

CLERICAL 1-211-1

1-211C

C31-PL

1.5

Checked By

1.9

1.5

OFFICE 1-211-7

OFFICE 1-211-2

OFFICE 1-211-8

OFFICE 1-211-13

1.4

8' - 0"

A902.2

CONFERENCE

1.4

1.10 O

5' - 0"

8' - 11 1/4"

5' - 10 1/2"

4 1/4"

3' - 7"

1' - 3 1/2"

ENVIRONMENTAL SERVICES

Description

6' - 6" 1.16

3' - 0"

1.21

A902.2

WOMEN'S TOILET

1.21

1-201 O

1-202

9' - 0"

Date

1" 19

1-202

No.

3' - 0"

15' - 6 1/2"

Revisions

1" 1"

3' - 7"

1-203

1' - 0"

1.21

10' - 0"

1.22

1-211L

1.21

3' - 0"

1-203

1.4

1.21

1.16

MEN'S TOILET

1.4

SIM. A902.2

A30-PL

1.4

A902.2

1.20

2' - 10"

6' - 6" 1-200-3 B

1-211J

1.16

1-211A

1-211H

9' - 0"

A902.2

10' - 0"

OFFICE

1-211G

1-212A

OFFICE

1.21

2' - 10 3/4"

1-212A

1-211F

OFFICE

1.21

2' - 10 3/4"

1-211J

1.20

5' - 5 1/2"

COPY/PRINT

1-211H

3' - 0"

1-211G

1-211K

2 16

16' - 9"

1-211F

1-211A

OFFICE

1-211B

1-211

3' - 9"

OFFICE

CORRIDOR

OPEN OFFICE

P 4

5' - 0"

1.4

5' - 0"

A902.2

9' - 0 3/4"

2' - 10"

1.47

SIM.

11/27/13

MLK/JHA

1.6

1-211B

TCM, BCS

Date

15' - 9 1/2"

6287.048.01

A902.2

1.4

OFFICE 1-211-3

B 1.4

OFFICE 1-211-6

A902.2

BREAK ROOM

3' - 1 1/4" B

COAT CLOSET

1-201

9' - 2"

9' - 0"

CORRIDOR B

1.23

69' - 7 3/4" 1.42

1-200-1

1.42

28' - 10"

1.23

E 3

A902.2

2 W5

ENLARGED FLOOR PLAN AREA B

W5 1.17

B 3

PHASE II - FLOOR PLAN - AREA B 1/4" = 1'-0"

NORTH C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:40:41 PM

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A101B.2

G.7

I A902.2

8' - 11 1/4"

4 1/4"

6' - 0 1/4"

6' - 0"

1' - 1 3/4"

4 1/4"

10 1/2"

4 1/4"

14' - 1 1/4"

5' - 2"

10 1/4"

4 1/4"

5' - 0 1/4"

6' - 0"

4 1/4"

1.42

6' - 0 1/4"

1.23

5' - 0 1/4" 4 1/4"

1.42

1-200-1

4 1/4"

6' - 0 1/4"

6' - 0"

6' - 0 1/4" 4 1/4"

1.42

11"

4 1/4"

18' - 0 1/2"

4 1/4" B

4 1/4"

1.28

1.7

1.7 1.46

LAB

1.7

1.17

1.7

1-207

LAB

1-207

5' - 0"

1-240

A903.2

1.7

1-208

5" 5

1-207 9

1.7

7 1/4"

A903.2

12' - 6"

3' - 4 1/4"

1.4

A903.2

C31-PL

2' - 0 1/4"

3' - 5 3/4"

5' - 6"

5' - 6" 1.4

1.7

1.46

1.7

PRC IMAGING

1.4 1

A904.2

Signature

1-208

1.46

A903.2

1.46

10' - 4 1/4"

1.14

1.7

Registration Number

A904.2

LAB

1.4

12.13.13

1.4

1-207 1.7

Signature

1.7

DAVID C. NORBACK

2' - 10"

1.7

5' - 7"

10' - 4"

1.28

1.7 8' - 0"

1.7

5' - 1"

1.7

23' - 4" 3

1.4

1.15

1.7

1.12

1.18 1-207B

SPVR OFFICE

1-230 A904.2

B 3

1.4

7' - 5 1/2"

1-207D

1.4

SPVR OFFICE

WORKSTATION 1-207B-1

1-207C

9' - 11 1/4"

STAIR

2' - 0 1/2"

1-207A

13' - 11 7/64"

4 1/4"

1-207C

COLD ROOM

8' - 0"

1-207D

7' - 7 3/4"

1.47 1.47

A904.2

1-207

1.18

16 A922.2

1.16

Project For

1.7

LAB 17 A922.2

5" 3

12.13.13

6' - 10"

1.46

Date

B 1' - 4"

1.17

2915 WAREHOUSE VALLEY HIGH DRIVE

2 STAIR

1-207A

1-206 1.18

SIM. A904.2

WORKSTATION 1-207B-2

PHASE IIFIT - UP PACKAGE

1.4

B 5"

2 1.4 10' - 0"

FUTURE LAB

WORKSTATION 1-207B-3

1-232

A905.2

2 OPEN OFFICE

5 WORKSTATION 1-207B-4

12' - 1 3/4"

1.12

2' - 3"

2' - 3" 1.16

1-207B

WORKSTATION 1-207B-5

1.16 1.4

PROJECT # 7R121080

WORKSTATION 1-207B-7

1.4

Key Plan A905.2

DATA 1-231

11902

A904.2

1.7

2' - 7"

5' - 1"

1.17

2' - 9 1/4"

1' - 8 3/4"

1' - 9"

1.16

1.46

5' - 0"

1.28

1.7

2' - 10"

3 1/2"

1' - 9"

2' - 10"

Registration Number

1.16

11902

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

9' - 9 1/4"

4' - 8"

18' - 11 3/4"

A904.2

1.7

1.47

4' - 8"

1.7

7' - 5"

7' - 2"

1.7

DAVID C. NORBACK

Date

1.28

2 1.4

1.24

5' - 0"

1.11

1.4

1.7

Certification

23' - 11 3/4"

1.18

6' - 2"

A903.2

1.7

A903.2

1.46 1.28

25' - 0"

1-208A

1.7

LAB

2 1.25

1.7

9' - 6 1/2"

2 10' - 4 1/4"

1-208A

1.7

1.17

Consultants

SERVER

8' - 2"

5' - 0"

FREEZER STORAGE

1.28

33' - 2 1/2"

7' - 10"

1.4

3' - 7 1/2"

5' - 4"

A903.2

1.14

1.4

3' - 6"

1.7

1.4 1

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

23' - 4"

1.4

5' - 0"

2 B 1' - 6"

1.4

1.17

8' - 2"

1.12

5' - 4 1/4"

1.12

1.16

1.12

5' - 4"

3' - 5"

1.7

1.12

10' - 4 1/4"

1-207E

1' - 2 1/2"

2 E

A903.2

10' - 9 1/2"

1' - 1 3/4"

4 1/4" 4 1/4"

6' - 10"

4 1/4"

CORRIDOR

5 AREA D

WORKSTATION 1-207B-6

1.4

Project No.

6287.048.01

Drawn By

TCM, BCS

Checked By

MLK/JHA

Date

PHASE II - FLOOR PLAN - AREA D 1/4" = 1'-0"

NORTH

11/27/13

Revisions No.

KEYNOTES - PHASE II - FLOOR PLAN 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22 1.23 1.24

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Date

Description

KEYNOTES - PHASE II - FLOOR PLAN 1.25 1.26 1.27 1.28 1.29 1.30 1.31 1.32 1.33 1.34 1.35 1.36 1.37 1.38 1.39 1.40 1.41 1.42 1.43 1.44 1.45 1.46 1.47

ENLARGED FLOOR PLAN AREA D

A101D.2

K J

21' - 2 1/2" 5"

4 A101E.2

20' - 9 1/2" 1.23

1.40

1.41

1.13

1-100C

6 1/4"

1.4

1.26

Z 9' - 8"

7' - 1 3/4"

1.7

1.13

1.29

VESTIBULE

1.29

1-121

1-123

2 CUSTODIAL

LOADING DOCK

7 1/4"

1-123

1.7

1.12

7' - 0"

10' - 5 1/2"

1-100D

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

Z 4

Consultants

A905.2

1.7

1.44

10' - 0"

1-124

1-125

STORAGE

E 1.28 1.9

C31-PL

1-125

1.4

1-126

LACTATION A902.2 1-126 B

8' - 6"

20 21

1-127

1.16

Date

3' - 10"

2 WOMEN'S TOILET

Signature

6' - 6"

1-205A

1-205

5" 3' - 10"

O A902.2

1.21 31

2' - 8"

4 1/4"

8' - 0"

2 MEN'S TOILET 1-128

1.16

1-128

1' - 6"

7' - 9 3/4" P

2915 WAREHOUSE VALLEY HIGH DRIVE

2 OPEN OFFICE

6' - 6"

10' - 0"

12.13.13

Project For

1.4

Date

SPVR 1-205A

1.4

1-205

PHASE IIFIT - UP PACKAGE

PHASE II - FLOOR PLAN - AREA E.1 1/4" = 1'-0"

NORTH

A905.2

11902

1-122

DAVID C. NORBACK

Registration Number

2 A905.2

12.13.13

1-127

1.21 A902.2

11902

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

25 24

DAVID C. NORBACK

Registration Number

1-205B

1-122

1.5

2' - 8"

A905.2

1-205B

Signature

1.9

1.4

OFFICE

C25-PL 23 4' - 7"

ENVIRONMENTAL SERVICES

39' - 6 3/4"

1.4

7' - 0"

1.16

1' - 6"

3 4' - 6"

10' - 0"

A905.2

1-204

40' - 5 3/4"

10' - 0"

Certification

MICROBIOME

1.47

1.7

1-204

5' - 10"

1.13

A905.2

5' - 0 1/2"

1-124

PROJECT # 7R121080

1.4 1.4 B

Key Plan

AREA E.1 AREA E

Project No.

6287.048.01

Drawn By

TCM, BCS

Checked By

PHASE II - FLOOR PLAN - AREA E 1/4" = 1'-0"

5' - 11"

MLK/JHA

Date

11/27/13

NORTH 2' - 11 1/2"

1.7 1.8 1.9 1.10 1.11 1.12 1.13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1.21 1.22 1.23 1.24

1.34 1.35 1.36 1.37 1.38 1.39 1.40 1.41 1.42 1.43 1.44 1.45 1.46 1.47

2 A502.2 1' - 0"

1.25 1.26 1.27 1.28 1.29 1.30 1.31 1.32 1.33

11"

1.5 1.6

Revisions No.

Date

Description

2.1 2.3

4' - 6"

1.1 1.2 1.3 1.4

KEYNOTES - PHASE II - FLOOR PLAN

5' - 5"

KEYNOTES - PHASE II - FLOOR PLAN

2' - 11 1/2"

2.4

KEYNOTES - PHASE II - ENLARGED FLOOR PLAN 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10

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PHASE II - PARTIAL FIRST LEVEL NORTHWEST STAIR PLAN

ENLARGED FLOOR PLAN AREA E & E.1

1/2" = 1'-0"

A101E.2

VESTIBULE 1-211E

OPERATIONS SHOP

KIT PRODUCTION

1-222

1-221

1-210

1-124

WAP

CUSTODIAL

CONFERENCE LOADING DOCK

COAT CLOSET

3 SD

OPEN OFFICE

3 2

1-211

OFFICE

OFFICE 15

1-221A

1-211A

1-211J

OFFICE

1-211F

1-211H

OFFICE 1-212A

OS 20 2

1-203

1-201

MEN'S TOILET

1-128

1-200-1

14 SD

SERVER

1-208A

Signature

ENVIRONMENTAL SERVICES

8' - 1"

Date

2 WAP

RESEARCH STORAGE

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

11 4

4' - 0"

DAVID C. NORBACK

Registration Number

1-202

1-240

Certification

CORRIDOR SD

1-127

OS 4

WOMEN'S TOILET

OS 2

WOMEN'S TOILET

MEN'S TOILET 2

1' - 6" 1' - 0"

ADA RESTROOM 1-215

1-211G

OFFICE

CONFERENCE

OFFICE COPY/PRINT

7 A210.2

1-126 19

1-211B

1-214

WAP

LACTATION

OFFICE

CUSTODIAL

Consultants

1-125

WAP

5 3

STORAGE

1-212

WAP

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

OS 10

PROCESSING LAB

1-123

1-209

1-211C

VESTIBULE

BREAK ROOM

1-211D

1-213 SD

Signature

DAVID C. NORBACK

S S SD

Registration Number

LAB 15

1-207

WAP

1-208 S

S SD

CORRIDOR 1-200-4

Date

MICROBIOME

PRC IMAGING

12.13.13

1-204 Project For

OFFICE 1-200-2

CORRIDOR

11902

1-205B

SPVR

SPVR OFFICE

1-207A

1-207C

1-205A

SPVR OFFICE

1 A210.2

2915 WAREHOUSE VALLEY HIGH DRIVE

OS STAIR

STAIR 1-230

1-206

WAP S

COLD ROOM

FUTURE LAB

1-207D

WAP

1-232 S

PHASE IIFIT - UP PACKAGE

1-205

OPEN OFFICE

OPEN OFFICE S

1-207B

DATA

PROJECT # 7R121080

1-231

Key Plan WAP

AREA A AREA C AREA F

6 WAP S SD

S SD

RESEARCH STORAGE

S SD

ELECTRICAL SD

1-150

1-240

AREA D

AREA E.1 AREA E

AREA F.1

WAP

AREA B

Project No.

6287.048.01

Drawn By

JAS

Checked By

MLK/JHA

Date

ELECTRICAL 1-150A

11/27/13

Revisions

PARTIAL FIRST LEVEL REFLECTED CEILING PLAN - OPTION 2

No.

1/8" = 1'-0"

Date

Description

NORTH REFLECTED CEILING PLAN GENERAL NOTES:

REFLECTED CEILING PLAN LEGEND

1. GENERAL CONTRACTOR TO COORDINATE ALL WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC. NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DRAWINGS. 2. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ANY OTHER APPLICABLE ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS NOT TO CONFLICT WITH LUMINARIES.

SPRINKLER HEAD S SD

SPEAKER SMOKE DETECTOR

3. VERIFY ALL RECESS DEPTHS OF FIXTURES AGAINST A.C. DUCTS, PIPES, BEAMS, ETC. BEFORE ORDERING FIXTURES. SUBMIT SHOP DRAWINGS OF ALL FIXTURES TO ARCHITECT AND ENGINEER FOR APPROVAL.

EXIT SIGN

4. REMOVE ALL OBSTRUCTIONS FROM CEILING, INCLUDING ABANDONED CONDUITS, WIRES, DUCK WORK, ETC. NOT SCHEDULED FOR REUSE.

FIRE ALARM

5. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE-CEILING ELEMENTS ARE TO BE FOUND IN HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING DRAWINGS. REFER TO ENGINEERING DRAWINGS FOR FULL WORK SCOPE ON DIFFUSERS, RETURNS, SPRINKLERS, LIGHT SWITCHES, THERMOSTATS, FIRE ALARMS, STROBES, ETC.

OCCUPANCY SENSOR NEW SUSP. CEILING TILE AND GRID SYSTEM

6. REFER TO ENGINEERING DRAWINGS FOR ALL LIFE SAFETY DEVICES REQUIRED BY CODE AND ALL EMERGENCY LIGHT FIXTURES. ARCHITECTURAL DRAWINGS SHALL GOVERN LOCATION OF THESE DEVICES.

EXISTING SUSP. CEILING TILE AND GRID SYSTEM TO REMAIN

7. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN CEILING GRID RUNNERS, DUCTS, STRUCTURES, HVAC AND/OR ELECTRICAL CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING.

LIGHT FIXTURE - SEE ELECTRICAL

8. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE KEPT CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT COMPLETION.

DIFFUSER - SEE MECHANICAL

9. SWITCHES, THERMOSTATS, STROBES AND OTHER ELECTRICAL DEVICES ARE TO ALIGN ALONG THEIR CENTERLINE, WHEN DEVICES OCCUR IN THE PROXIMITY OF WALL OUTLETS. ALIGN OUTLETS WITH DEVICES ABOVE.

RETURN AIR GRILLE - SEE MECHANICAL

12. FIRE SAFETY MUST BE MAINTAIN FOR ALL PERSONNEL WORKING ON THE FLOOR. ALL FIRE STARS, ALARMS, SPEAKERS, ETC. MUST REMAIN ACCESSIBLE AND OPERABLE AT ALL TIMES. NOTIFY BUILDING FACILITIES MANAGER OF DAMAGED SYSTEMS AND REPAIR OR REPLACE DAMAGED SYSTEMS IMMEDIATELY. 13. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, SERVICE OWNER OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS.

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18 19 20

NO CEILING IN THIS AREA - PAINT STRUCTURE AND DECK (PT-7) SUSPENDED ACOUSTICAL CEILING TILE SYSTEM AT 8' - 0" A.F.F. SUSPENDED ACOUSTICAL CEILING TILE SYSTEM AT 9' - 0" A.F.F. SUSPENDED ACOUSTICAL CEILING TILE SYSTEM AT 10' - 0" A.F.F. GYPSUM BOARD CEILING AT 9'-0" A.F.F. - PAINTED (PT-?) SLOPED GYPSUM BOARD CEILING - SEE DETAIL 7/A210.2 NEW BULKHEAD AT 9'-10" A.F.F. - SEE DETAIL 1/A210.2 RECESSED GYP. BOARD LIGHT COVE - SEE DETAIL 2/A210.2 GYPSUM BOARD SOFFIT - SEE DETAIL 3/A210.2 NEW CEILING MOUNTED CURTAIN (C-1) AND TRACK. SUSPENDED ACOUSTICAL CEILING TILE SYSTEM AT 12' - 0" A.F.F. BOTTOM OF BULKHEAD AT 8'-1 1/4" A.F.F. - SEE DETAIL 5/A210.2 BOTTOM OF BULKHEAD AT 6'-0 1/4" A.F.F. - SEE DETAIL 5/A210.2 DASHED LINE INDICATES OVERHEAD SERVICE CARRIER - SEE DETAIL 6/A210.2 EMERGENCY SHOWER. GYPSUM BOARD CEILING AT 12'-0" A.F.F. - SEE STRUCTURAL DRAWINGS FOR CEILING FRAMING AND HEADER. GYPSUM BOARD CEILING AT 9'-2" A.F.F. NEW BULKHEAD AT 9'-2" A.F.F. - SEE DETAIL 4/A210.2 CEILING HUNG TOILET PARTION PILASTER - SEE DETAIL ?????.

LINEAR DIFFUSER - SEE MECHANICAL

10. LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.N.O. 11. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF GYB. BD. OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES.

KEYNOTES - REFLECTED CEILING PLAN 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17

ACCESS PANEL

PARTIAL FIRST LEVEL REFLECTED CEILING PLAN

A201.2

3 5/8" STEEL STUDS SUSPENDED FROM STRUCTURE ABOVE

3 5/8" STEEL STUD FRAMING

3 5/8" STEEL STUD FRAMING AT 16" O.C. ATTACH TO STRUCTURE ABOVE AS REQUIRED 3 5/8" STEEL STUD FRAMING AT 16" O.C. ATTACH TO STRUCTURE ABOVE AS REQUIRED

PARTITION AS SCHEDULED 5/8" GYP. BD.

5/8" GYP. BD. CEILING - SEE REFLECTED CEILING PLANS

3' - 2"

LIGHT FIXTURE - REFER TO ELECTRICAL

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

5/8" GYPSUM BOARD LT.GA. METAL FRAMING

4 1/4"

SUSPENDED ACT 8'-0" A.F.F.

SUSPENDED A.C.T. 10'-0" A.F.F.

GYP. BD CEILING 9'-0" A.F.F.

BOTTOM OF BULKHEAD 9'-10" A.F.F.

ACT AS SCHEDULED - SEE REFLECTED CEILING PLANS

4 1/4"

1' - 0"

5/8" GYP. BD ON 3 5/8" LT. GA. METAL FRAMING

1' - 8 3/4"

Consultants

A.C.T. AS SCHEDULED - SEE REFLECTED CEILING PLANS

BOTTOM OF BULKHEAD 9'- 0" A.F.F. 5/8" GYP. BD.

METAL BEAD ( TYP. )

PHASE II - TYPICAL BULKHEAD DETAIL

1 1/2" = 1'-0"

PHASE II - LIGHT COVE DETAIL IN RESTROOM

1 1/2" = 1'-0"

PHASE II - SOFFIT DETAIL AT RECEPTION AREA 1 1/2" = 1'-0"

Certification

PHASE II - BULKHEAD DETAIL AT RECEPTION AND OPEN OFFICE 1 1/2" = 1'-0"

Signature

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota. ARMSTRONG EXPOSED TEE GRID SYSTEM

Signature

DAVID C. NORBACK

Registration Number

SUSPENDED A.C.T. 10'-0" A.F.F.

Date

VARIES

3 A210.2

ARMSTRONG LOCKING ANGLE MOLDING (LAM) AND REVERSE WALL ANGLE AS REQUIRED

12.13.13

Project For

4 A210.2

SEE R.C.P. ARMSTRONG QUIKSTIX TEE FRAMING AND REQUIRED SUPPORT BRACING

EXISTING CEILING

V.I.F.

1/4" THREADED ROD, TYP.

10' - 8 3/4"

BOTTOM OF BULKHEAD VARIES SEE R.C.P.

12' - 2"

CEILING BAFFLE, TYP

V.I.F.

1/4" THREADED ROD ANCHOR BOLT, TYP.

5/8" GYPSUM BOARD

2915 WAREHOUSE VALLEY HIGH DRIVE

ARMSTRONG LOCKING ANGLE MOLDING (LAM) PARTITION AS SCHEDULED

QUICK CONNECT, TYP

PHASE IIFIT - UP PACKAGE

B22 UNI-STRUT WIREMOLD 4000

1' - 11"

PHASE II - BULKHEAD DETAIL AT CORRIDOR # 1-200-1 1 1/2" = 1'-0"

11902

PHASE II - DETAIL AT SERVICE CARRIER 1 1/2" = 1'-0"

PHASE II - SECTION AT RECEPTION AREA 1/4" = 1'-0"

PROJECT # 7R121080

Project No.

6287.048.01

Drawn By

BCS, JAS

Checked By

MLK/JHA

Date

11/27/13

Revisions No.

Date

Description

REFLECTED CEILING DETAILS

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A210.2

NOTE 2 NOTE 2 KP KP KP KP KP KP KP KP KP KP KP

SEE SCHEDULE

TYPE W - FULL HEIGHT (TO DECK OR BEAM ABOVE)

7' - 0"

DESCRIPTION:

3' - 0"

FG - ALUMINUM FULL GLASS INSULATED

FG1 - ALUMINUM FULL GLASS

2' - 9"

18 GAUGE X 1 5/8" METAL STUDS AT 16" O.C.

F - FLUSH SOLID CORE QUARTER SLICED WALNUT WOOD DOOR STAIN

MAX.

3' - 7"

N - NARROW LITE SOLID CORE QUARTER SLICED WALNUT STAIN

G - HALF GLASS SOLID CORE QUARTER SLICED WALNUT STAIN

5/8" TYPE GYPSUM WALLBOARD 8 ' -0 "

7 ' -0 "

SEE SCHEDULE

GL-2

7 ' -0 "

SEE SCHEDULE

MAX.

3' - 7"

GL-2

7 ' -0 "

GL-3

2' - 9"

5/8" TYPE GYPSUM WALLBOARD

SEE SCHEDULE

PA3 EDPA1 ST1 PA2 PR2 PR2 PR2 PP1 PA1 PP1 PA2 PA2 PA1 PA2 PA1 PA2 PA1 PA4 PA4 PA2 ST3 PA2 PA2 PA1 PA1 PA1 PA1 EDPA2 PA1 PA1 PA1 PA1 PA2 PA2 EL6 PA1 PA2 PA2 PA1

T - FLUSH HOLLOW METAL PAINT

OC - OVERHEAD COILING

PTN TYPE

STUD WIDTH

PTN WIDTH

9 1/4"

STC RATING W/O W/ INSUL INSUL

FIRE RATING

UL DESIGN

NOTES PROVIDE DEFLECTION HEAD AT TOP OF WALL - SEE DETAIL 1/A301.1

TYPE W1 - FULL HEIGHT (TO DECK OR BEAM ABOVE) DESCRIPTION: CERAMIC TILE 5/8" TILE BACKER BOARD

KP KP KP KP

FRAME TYPES

WINDOW TYPES

SCALE: 1/4" = 1'-0"

SIM

1' - 5 1/2" 1 1/4" G2

5 A301.2

3 A301.2

7 A301.2

3 A301.2 G2

6 A301.2

KP CR

5/8" GYPSUM WALLBOARD, TYPE "X"

6' - 0" PTN TYPE

GL-2

W1 7' - 0"

3' - 0"

STUD WIDTH

PTN WIDTH

STC RATING W/O W/ INSUL INSUL

FIRE RATING

UL DESIGN

2' - 6"

KP NOTE 1

1 1/4"

F1 - WELDED HOLLOW METAL - PAINT

KP KP

F3 - WOOD FRAME WALNUT - STAIN

NOTES

Certification

9 1/4"

TYPE X - FULL HEIGHT (TO DECK OR BEAM ABOVE)

4' - 6"

3' - 0"

Consultants

3" ACOUSTIC INSULATION

1 1/4"

SEE SCHED

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

8" METAL STUD AT 16" O.C.

5' - 0"

2' - 0"

8/A320.2 9/A320.2 8/A320.2 9/A320.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 3/A301.2 3/A301.2 1/A301.2 2/A301.2 3/A301.2 3/A301.2 3/A301.2 3/A301.2 3/A301.2 3/A301.2 3/A301.2 3/A301.2 2/A320.1 3/A320.1 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 3/A301.2 3/A301.2 1/A301.2 2/A301.2 2/A320.1 3/A320.1 1/A301.2 2/A301.2 1/A301.2 2/A301.2 1/A301.2 2/A301.2 14/A301.2 15/A301.2

1 3/4"

HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM WD HM WD WD WD WD AL HM HM HM HM WD HM AL HM HM HM HM

2' - 2"

F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F3 F1 F3 F3 F3 F3 W7 F1 F1 F1 F1 F3 F1 W8 F1 F1 F1 F1

COMMENTS

1 3/4" 7' - 0 3/4"

No No Yes No No No No No No No No No No No No No No No No Yes Yes No Yes No No No No No No Yes No No No No No No Yes No No No No

JAMB

2' - 2"

HM HM HM WD HM WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD AL WD WD WD WD WD WD AL WD WD WD WD

OC OC T G T F F F F F F F G N F N F G F G G F F F N F F F F FG F F F F F N FG 1 F G G F

HEAD

SEE SCHED

3' - 0"

DESCRIPTION: 5/8" TYPE GYPSUM WALLBOARD

1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 1 3/4"

TYPE MATL.

7 ' -0 "

10' - 0" 10' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 2" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"

PAIR

SEE SCHED 2' - 0"

3' - 0"

SEE SCHEDULE

8' - 0" 8' - 0" 6' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 4' - 6" 4' - 6" 3' - 0" 5' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

MATL.

6' - 11 1/2"

TYPE

SEE SCHED 3"

3' - 0"

7 ' -0 "

SEE SCHEDULE

LOADING DOCK LOADING DOCK ENVIRONMENTAL SERVICES VESTIBULE CUSTODIAL STORAGE LACTATION WOMEN'S TOILET MEN'S TOILET WOMEN'S TOILET ENVIRONMENTAL SERVICES MEN'S TOILET MICROBIOME OPEN OFFICE SPVR OFFICE SPVR OFFICE LAB SPVR OFFICE LAB LAB PRC IMAGING SERVER BREAK ROOM COAT CLOSET CONFERENCE OFFICE OFFICE CONFERENCE VESTIBULE COPY/PRINT OFFICE OFFICE OFFICE OPEN OFFICE ENTRY VESTIBULE OFFICE PROCESSING LAB PROCESSING LAB OFFICE

SEE SCHED

3' - 0"

SEE DOOR SCHEDULE1 1/4"

1-120 1-120 1-122 1-123 1-124 1-125 1-126 1-127 1-128 1-201 1-202 1-203 1-204 1-205 1-205A 1-205B 1-207A 1-207 1-207C 1-207 1-207 1-208 1-208A 1-209 1-210 1-211A 1-211B 1-211C 1-211D 1-211E 1-211F 1-211G 1-211H 1-211J 1-211 1-243 1-211E 1-212A 1-212 1-212 1-221A

SEE SCHED

3' - 0"

7 ' -0 "

1-100C 1-100D 1-122 1-123 1-124 1-125 1-126 1-127 1-128 1-201 1-202 1-203 1-204 1-205 1-205A 1-205B 1-207A 1-207B 1-207C 1-207D 1-207E 1-208 1-208A 1-209 1-210 1-211A 1-211B 1-211C 1-211D 1-211E 1-211F 1-211G 1-211H 1-211J 1-211K 1-211L 1-211M 1-212A 1-212B 1-212C 1-221A

ROOM NAME

SEE SCHED

SEE SCHEDULE

NO.

SCALE: 1" = 1'-0"

ROOM NO.

SPECS. FIRE LABEL HDWR.

PARTITION TYPES - MASONRY AND CONCRETE

SCALE: 1/4" = 1'-0"

7 ' -0 "

DOOR

DOOR TYPES

SEE SCHEDULE

DOOR SCHEDULE - PHASE II FIT UP FRAME

4 A301.2

18 GAUGE X 1 5/8" METAL STUDS AT 16" O.C.

LINE OF FINISHED FLOOR

Signature

DAVID C. NORBACK

6" ACOUSTIC INSULATION

W5- HOLLOW METAL WINDOW FRAME

Registration Number 5/8" TYPE GYPSUM WALLBOARD

Date

DOOR SCHEDULE NOTES: 1. PROVIDE WEATHER STRIPPING, THRESHOLD, CYLINDER, OVERHEAD STOP AND EXTERIOR PULL PER SPECIFICATIONS.

GLASS TYPES:

PANEL TYPES:

GL-1 - 1" INSULATED, CLEAR, LOW E GLAZING

PL-1 - 1" INSULATED CLEAR ANODIZED METAL PANEL.

GL-2 - 1/4" CLEAR TEMPERED GLASS

2. PROVIDE ALL REQUIRED DOOR HARDWARE INCLUDING BUT NOT LIMITED TO ELECTRICAL OPERATOR AND (1) 3 BUTTON CONTROLLER.

PTN TYPE

STUD WIDTH

PTN WIDTH

7 1/4"

STC RATING W/O W/ INSUL INSUL

FIRE RATING

UL DESIGN

PROVIDE DEFLECTION HEAD AT TOP OF WALL - SEE DETAIL 1/A301.1

GL-3 - 1" INSULATED, TEMPERED, CLEAR, LOW E GLAZING 44

WINDOW TYPES SCALE: 1/4" = 1'-0"

NOTES

PROVIDE DEFLECTION HEAD AT TOP OF WALL - SEE DETAIL 1/A301.1

DESCRIPTION:

LINE OF VESTIBULE FINISHED FLOOR

7 A320.2

3/8" 2"

3' - 0"

2" 3/8"

6' - 4 3/4" R.O.W.

2' - 6 1/8"

2" 2"

3 A320.2

GL-2

PTN WIDTH

STC RATING W/O W/ INSUL INSUL

FIRE RATING

UL DESIGN

3' - 0"

12.13.13

3' - 0"

NOTES

1 HR

11 5/8"

2915 WAREHOUSE VALLEY HIGH DRIVE

TYPE Z - FULL HEIGHT FURRING AND RIGID INSULATION ON CONRETE MASONRY UNIT DESCRIPTION: 5/8" GYPSUM WALLBOARD 3 5/8" METAL STUD AT 16" O.C.

LINE OF BUILDING FINISHED FLOOR

W7 - ALUMINUM STOREFRONT - THERMALLY BROKEN - CLEAR ANODIZED

STUD WIDTH

Y 12' - 1 1/2"

GL-2

LINE OF VESTIBULE FINISHED FLOOR

W6 - ALUMINUM STOREFRONT - THERMALLY BROKEN - CLEAR ANODIZED

11902

1/2" 1 A320.2

2' - 3 1/2"

3/8" 9' - 11" R.O.H.

10' - 8 5/8"

GL-2

PTN TYPE

GL-3

GL-2

2 A320.2

GL-3

LINE OF VESTIBULE FINISHED FLOOR

W5 - ALUMINUM STOREFRONT - THERMALLY BROKEN - CLEAR ANODIZED

9' - 10 1/4"

2" 4' - 5 1/4" 2" 2 A320.2

3 A320.2

3/8" 2" 8" 4' - 5 1/4"

7' - 11 1/2"

GL-3

SIM.

GL-2

7 A320.2

W8 - ALUMINUM STOREFRONT - CLEAR ANODIZED

PHASE IIFIT - UP PACKAGE

2" RIGID INSULATION (POLYISOCYANURATE) EXISTING NON-LOAD BEARING CONCRETE MASONRY UNIT

7 A320.2

GL-3

2" 11 5/8"

GL-3

GL-2

DAVID C. NORBACK

Project For

6' - 0"

5 A320.2

GL-2

2' - 2 1/4"

GL-3

2" 2' - 4"

GL-3

8' - 0 1/4" R.O.H.

5' - 11 1/4"

GL-3

4' - 8"

GL-3

MP-1

1 A320.2

3/8"

GL-3

7 A320.2

GL-3

4' - 8"

GL-3

6 A320.2

12' - 8 1/4"

GL-3

3/8"

GL-3

5 A320.2

GL-3

2" 2' - 4"

GL-3

3/8"

GL-3

8' - 9 1/4"

1 A320.2

MP-1

1 A320.2 8' - 10" R.O.H.

2" 3/8" 4' - 5 1/4"

6 A320.2

5 A320.2

3/8"

4 EQUAL SPACES

2" 3/8"

4 1/2"

4 EQUAL SPACES

2" 2' - 4"

7' - 3 1/4"

7' - 4" R.O.H.

14' - 5 1/8"

4' - 8"

3/8" 2"

3/8" 2" 2' - 4"

14' - 5 1/8"

4 1/2" 14' - 11 5/8"

2" 11 5/8" 2"

4 1/2"

2' - 3 1/2" 1' - 1"

14' - 11 5/8" 15' - 0" R.O.W.

2' - 3"

Signature

STANDARD NON-LOAD BEARING CONCRETE MASONRY UNIT

2' - 2 1/4"

2" 2' - 11" 2" SIM.

4' - 5 3/4"

2" 2' - 11"

3/8"

2' - 3"

2' - 7"

4 1/2"

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Date

8' - 8"

4' - 5 3/4"

11' - 7" 15' - 0" R.O.W.

12.13.13

Registration Number

TYPE Y - CONCRETE MASONRY UNITS

11902

PTN TYPE

STUD WIDTH

PTN WIDTH

UL DESIGN

FIRE RATING

17 7/8"

STC RATING W/O W/ INSUL INSUL

NOTES

PROJECT # 7R121080

GENERAL NOTES 1.

PROVIDE DEFLECTION TRACK TO ALLOW FOR 1" DEFLECTION IN STRUCTURAL SYSTEM AT TOP OF ALL INTERIOR PARTITIONS EXTENDING FROM TOP OF SLAB TO UNDERSIDE OF STRUCTURE.

PROVIDE CONTROL JOINTS AT JUNCTURE OF ALL FLOOR SUPPORTED WALLS WITH BULKHEAD & SOFFITS SUPPORTED FROM DECK ABOVE.

PROVIDE U.L. APPROVED JOINT ASSEMBLY AT PERIMETER OF ALL FIRE RATED PARTITIONS.

ALL MAYO STANDARD STEEL STUD PARTIONS FOR THIS PROJECT SHALL BE A MINIMUM OF 22 GAUGE STUDS, UNLESS NOTED OTHERWISE.

5 3/4" 1/4"

2 1/2"

1/4"

4 7/8"

1/2" HARDWOOD GLAZING STOP

4 7/8"

5 3/4"

4 7/8"

3/16"

3 5/16"

1/4" GLAZING

1/4"

7/16"

1/2"

DOUBLE STUDS AT JAMBS (TYPICAL)

3/4"

3/8"

JAMB ANCHORS 3 PER JAMB

HARDWOOD DOOR FRAME / STOP

1/8"

SEE PLANS FOR PARTITION TYPE

1/4" SHIM SPACE

PHASE II - WOOD SIDELIGHT SILL DETAIL

3" = 1'-0"

DOUBLE 3 5/8" METAL STUDS AT DOOR JAMB

DOOR - SEE SCHEDULE

5/8" GYPSUM BOARD

3" = 1'-0"

3/4"

PHASE II - TYPICAL DOOR JAMB DETAIL

3" = 1'-0"

2 3/4"

PHASE II - WOOD DOOR JAMB DETAIL (HEAD SIM) 3" = 1'-0"

7 1/4"

1/2"

BOX BEAM HEADER - BY STEEL STUD SUPPLIER

DOUBLE STUDS AT JAMBS (TYPICAL)

1/2"

JAMB ANCHORS 3 PER JAMB

1/2"

HOLLOW METAL FRAME

2 1/2"

1/4"

2 1/2"

3" = 1'-0"

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CONSTRUCT PARTITION FROM FLOOR TO 24" ABOVE CEILING

3" = 1'-0"

CONSTRUCT PARTITION FROM FLOOR UP TO 48" A.F.F.

2 1/2"

1/4" 2 1/2"

PHASE II - HOLLOW METAL (7 1/4" WALL) DOOR HEAD DETAIL

1/2" HARDWOOD GLAZING STOP 1/4" X 1/4" REVEAL

3" = 1'-0"

Checked By

MLK/JHA

Date

11/27/13

Revisions No.

Date

Description

PARTITION TYPE INDICATOR LEGEND

2X BLOCKING 3/4" HARDWOOD FRAME

3 5/16"

1/2" X 2" HARDWOOD STOP

8 1/4"

PHASE II - HOLLOW METAL (7 1/4" WALL) DOOR JAMB DETAIL

JAS, BCS

1/4"

1 3/4" WOOD DOOR

8 1/4"

5 3/4"

PHASE II - WOOD SIDELIGHT MULLION DETAIL

1/4"

1/4" GLAZING

DOOR - SEE DOOR SCHEDULE

1/4"

PHASE II - WOOD SIDELIGHT JAMB DETAIL

CONSTRUCT FIRE RATED PARTITION FROM FLOOR DECK/STRUCTURE ABOVE. SEE LIFE SAFETY PLANS FOR EXTENT

1/4"

HOLLOW METAL FRAME

DOOR - SEE DOOR SCHEDULE

1/4" GLAZING

2 1/2"

Drawn By

PARTITION SUBSCRIBT NOTES

CONSTRUCT PARTITION FROM FLOOR TO 6" ABOVE CEILING

2 1/2"

1/2"

1/4" SHIM SPACE 2X BLOCKING

DEFINES HEIGHT TO TERMINATE PARTITION; REFER TO NOTES, THIS SHEET, OR SEE CONSTRUCTION DOCUMENTS FOR SPECIAL HEIGHTS

6287.048.01

5 3/4"

JAMB ANCHORS 3 PER JAMB

1/2" HARDWOOD GLAZING STOP

1/4"

1/2"

3/4"

1/2"

6" METAL STUDS -SEE PARTITION TYPES.

L TRIM FINISHED END

6" METAL STUDS -SEE PARTITION TYPES.

1/4"

1/2"

NOVAWALL EXTRUSION

HARDWOOD FRAME / STOP 1/4" GLAZING

3/4" 1 1/2" 3/4"

DOUBLE 3 5/8" METAL STUDS AT DOOR JAMB

2 3/4"

5 3/4"

5/8" GYPSUM BOARD NOVAWALL - FABRIC: AWC-1 3 5/8" METAL STUDS - SEE FLOOR PLAN FOR PARTITION TYPES

PARTITION TYPE INDICATOR: REFER TO REFERENCE STANDARDS #3520.01-.04 OR SEE CONSTRUCTION DOCUMENTS FOR SPECIAL PARTITION TYPES

CONSTRUCT PARTITION FROM FLOOR TO UNDERSIDE OF CEILING

7 1/4"

5/8" GYP. BD.

1/4"

5/8" GYP. BD.

INDICATES NEW PATITION CONSTRUCTION (REFER TO PARTITION TYPE INDICATOR)

1 3/4"

3 5/8" METAL STUDS - SEE FLOOR PLAN FOR PARTITION TYPES

1/2"

HOLLOW METAL FRAME

DEFINES TOP OF LOW PARTITION: REFER TO NOTES THIS SHEET, OR SEE CONSTRUCTION DOCUMENTS FOR SPECIAL CONDITIONS

5 3/4"

PHASE II - TYPICAL DOOR HEAD DETAIL

PARTIAL HEIGHT WALLS SHALL BE BRACED TO EXISTING STRUCTURE. SEE STRUCTURAL DRAWINGS FOR DESIGN CRITERIA.

1/4" GLAZING 1/2" HARDWOOD GLAZING STOP

1/2"

5 3/4"

2X BLOCKING

HOLLOW METAL FRAME

Project No.

3/4" HARDWOOD FRAME

L-TRIM FINISHED END

5/8"

2" 5/8"

3/4" SHIM / BLOCKING

DOOR - SEE SCHEDULE

MITER CORNERS - TYP

3/4"

3 5/8" METAL STUDS -SEE PARTITION TYPES.

3 5/8" STEEL STUD FRAMING

HEADER BY STEEL STUD SUPPLIER

1 3/4" WOOD DOOR

5/8" GYP. BD.

1/2"

5/8" GYP. BD.

PHASE II - WOOD SIDELIGHT / DOOR MULLION DETAIL 3" = 1'-0"

DOOR SCHEDULE, DOOR TYPES, WINDOW TYPES, AND PARTITION TYPE INDICATOR

A301.2

3/4"

UNIT DIMENSION

4 1/2"

ALUMINUM WINDOW FRAME

EXTERIOR

THERMALLY BROKE ALUMINUM DOOR

UNIT DIMENSION

ALUMINUM DOOR STOP

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

INTERIOR

1 3/4"

CLEAR ANODIZED ALUMINUM WINDOW SYSTEM

CLEAR ANODIZED ALUM. WINDOW / DOOR FRAME W/ THERMO-BREAK

INTERIOR

EXTERIOR

ALUMINUM THRESHOLD BELOW

Consultants

ALUMINUM ENTRANCE FRAMING

ALUMINUM DOOR - SEE DOOR SCHEDULE ON SHEET A301

1" INSULATED GLAZING

PHASE II - ALUMINUM WINDOW MULLION (VERTICAL SIM.)

3" = 1'-0"

PHASE II - ALUMINUM DOOR / WINDOW HEAD DETAIL

3" = 1'-0"

PHASE II - DOOR / WINDOW MULLION (HINGE)

Certification

3" = 1'-0"

Signature

DAVID C. NORBACK

Registration Number

6 1/2"

4 1/2"

7 1/2"

Date

6 1/2"

4 1/2"

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

1' - 6 1/2" PRECAST CONCRETE SILL STONE BELOW (ST-2)

11902

7 1/2"

1" INSULATED, TEMPERED, CLEAR, LOW E GLAZING 1" INSULATED, TEMPERED, CLEAR, LOW E GLAZING

ANONDIZED ALUMINUM WINDOW SYSTEM 1/2" SEALANT JOINT

ANODIZED ALUMINUM WINDOW SYSTEM 1/2" WOOD SHIM

10 3/4"

3/8" SEALANT

PRECAST CONCRETE SILL STONE

7 5/8"

EXISTING 12" NONREINFORCED CMU WALL CONSTRUCTION 3/8" BACKER ROD AND SEALANT

STEEL CLIP ANGLE - PAINT - SEE STRUCTURAL

LIQUID APPLIED WATERPROOFING 2" RIGID INSULATION (POLYICOSYANURATE)

FOAM INSULATION

4" CMU VENEER WITH WALL TIES AT 16" O.C. EACH WAY

STEEL TUBE BEAM - PAINT SEE STRUCTURAL

3 5/8" X 16 GAUGE STEEL STUD AT 16" O.C.

EXISTING 5/8" GYPSUM BOARD

STEEL BENT PLATE - PAINT SEE STRUCTURAL

1 1/2"

3 5/8"

3/8" SEALANT

1" 2 1/2"

2 3/4"

8 5/8" 7 5/8"

1' - 6 1/2"

WOOD SHIM

PROJECT # 7R121080

1" INSULATED, TEMPERED, CLEAR, LOW E GLAZING

PHASE IIFIT - UP PACKAGE

1' - 4" 6"

ANODIZED ALUMINUM WINDOW SYSTEM

7/8" 7 3/8"

5/8"

3/8" BACKER ROD AND SEALANT

8" REINFORCED CMU - SEE STRUCTURAL

EXISTING 3 5/8" METAL STUDS AT 16" O/C

3 5/8"

1" INSULATED PANEL (MP-1)CLIP TO STEEL STUDS

2915 WAREHOUSE VALLEY HIGH DRIVE

EXISTING 2" RIGID INSULATION (POLYICOSCYANURATE)

2' - 0"

5/8" GYPSUM BOARD - PAINT

12.13.13

5/8"

Date

11902

Project For

5 5/8"

3 5/8"

SELF ADHERED MEBRANE WATERPROOFING

11 5/8"

DAVID C. NORBACK

Registration Number

3/8" BACKER ROD AND SEALANT PREFINISHED METAL SILL FLASHING WITH KEEPER

1/2" SHIM 1/2" BACKER ROD AND SEALANT

Signature

4 1/2"

11 1/2"

PHASE II - VESTIBULE WINDOW HEAD

3" = 1'-0"

PHASE II - VESTIBULE WINDOW JAMB AT EXISTING EXTERIOR WALL

3" = 1'-0"

PHASE II - VESTIBULE WINDOW SILL AT LOW WALL 3" = 1'-0"

Project No.

6287.048.01

Drawn By

1' - 11 7/8" 2"

1/4" BENT STEEL PLATE - PAINT

JAS

Checked By

MLK/JHA

Date

11/27/13

2" RIGID INSULATION

11 5/8"

EXISTING 12" CMU

Revisions No.

Date

Description

4 3/4"

1' - 5 7/8"

EXISTING 12" CMU

O.H. STEEL DOOR DOOR TRACK GUARD

1 1/2"

HOLLOW METAL DOOR FRAME - PAINT COILING DOOR

4 1/8"

O.H. SECTION STEEL DOOR AND DOOR HARDWARE BY DOOR SUPPLIER

COILING DOOR TRACK BEYOND

1 1/2"

1' - 0 1/4"

11 5/8"

PHASE II - COILING DOOR HEAD DETAIL AT EXTERIOR WALL 3" = 1'-0"

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PHASE II - COILING DOOR JAMB DETAIL AT EXTERIOR WALL 3" = 1'-0"

VESTIBULE DOOR AND WINDOW DETAILS

A320.2

1 A501.2 3

TOP OF CMU 128' - 0"

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

11 MEZZANINE LEVEL 114' - 6"

Consultants

15 2 FIRST LEVEL 100' - 0"

Certification

VESTIBULE LEVEL 98' - 0"

3 A401.2

PHASE II WEST ELEVATION

Signature

DAVID C. NORBACK

1/8" = 1'-0" Registration Number Date

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

2 A501.2

MEZZANINE LEVEL 114' - 6"

TYP.

7 Signature

DAVID C. NORBACK

Registration Number Date

6 8

11902

TYP.

11902 12.13.13

Project For TYP.

1 1

TYP

1 5 TOP OF SILL 102' - 0"

FIRST LEVEL 100' - 0"

TOP OF SILL 102' - 0"

FIRST LEVEL 100' - 0"

10 VESTIBULE LEVEL 98' - 0"

PHASE II NORTH ELEVATION VESTIBULE 1/4" = 1'-0"

VESTIBULE LEVEL 98' - 0"

PHASE II WEST ELEVATION - VESTIBULE 1/4" = 1'-0"

2915 WAREHOUSE VALLEY HIGH DRIVE

VESTIBULE LEVEL 98' - 0"

PHASE II SOUTH ELEVATION VESTIBULE

PHASE IIFIT - UP PACKAGE

PROJECT # 7R121080

1/4" = 1'-0"

KEYNOTES - PHASE II - EXTERIOR ELEVATIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

NEW EXTRUDED ALUMINUM STOREFRONT WINDOW SYSTEM - SEE A301.2 FOR WINDOW TYPES NEW EXTRUDED ALUMINUM STOREFRONT DOOR SYSTEM - SEE A301.2 FOR DOOR SCHEDULE EXISTING CMU PILASTERS TO REMAIN. STANDING SEAM ROOF SYSTEM (RP-1). PRECAST STONE SILL (ST-2). EXPOSED STRUCTURAL STEEL FRAME - CAP ENDS - PAINT - SEE STRUCTURAL DRAWINGS. PREFINISHED METAL FASCIA - MATCH ROOF COLOR. 1" INSULATED METAL PANEL (MP-1). CAST-IN-PLACE CONCRETE FOUNDATION WALL AND FOOTINGS - SEE STRUCTURAL DRAWINGS 4" CMU STONE VENEER (ST-1). EXISTING CMU CONTROL JOINT TO REMAIN. NEW LIQUID NITROGEN TANK AND FOUNDATION - SEE STRUCTURAL DRAWINGS EXISTING DOCK LEVELER. NEW LAMINATED DOCK BUMPERS -SEE FLOOR PLAN. NEW DOCK SEAL AND HEAD CURTAIN - SEE FLOOR PLAN. EXISTING DOCK BUMPERS TO REMAIN.

Project No.

6287.048.01

Drawn By

BCS

Checked By

MLK/JHA

Date

11/27/13

Revisions No.

Date

Description

EXTERIOR ELEVATIONS

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A401.2

1 A501.2

NEW SINGLE-PLY MEMBRANE ROOF SYSTEM BY OTHERS NEW PARAPET CAP FLASHING AND WOOD BLOCKING BY OTHERS

TOP OF CMU 128' - 0"

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

EXISTING 12" REINFORCED CMU

EXISTING PRECAST "T" ROOF

EXISTING STEEL LINTEL

EXISTING 5/8" GYPSUM BOARD EXISTING 3 5/8" METAL STUDS AT 16" O.C. EXISTING 2" RIGID INSULATION (POLYICOSCYANURATE)

13' - 6"

EXISTING LOUVER

13' - 6"

Certification

6 A601.1

EXISTING LOUVER

Signature

DAVID C. NORBACK

Registration Number Date 5" NAILBASE INSULATION WITH 1" AIR SPACE AND 1/2" PLYWOOD SHEATHING

5" NAILBASE INSULATION WITH 1" AIR SPACE AND 1/2" PLYWOOD SHEATHING

3' - 4"

8' - 11"

2 A501.2

MEZZANINE LEVEL 114' - 6"

EXISTING 12" CMU

3' - 3 1/2"

3' - 7 3/4"

3' - 5 1/2"

9 A502.2

10 A502.2

EXISTING STEEL LINTEL

STEEL PURLINS - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

14' - 6" GYPSUM BOARD RETURNS AT HEAD AND JAMBS -TYPICAL

STEEL COLUMN BEYOND - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

7' - 4"

14' - 6"

STEEL BEAM - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

ANODIZED ALUMINUM STOREFRONT DOORS

PHASE IIFIT - UP PACKAGE

PRECAST STONE SILL

2' - 0"

8" ALUMINUM HANDRAIL AND SUPPORT POST

FIRST LEVEL 100' - 0"

VESTIBULE LEVEL 98' - 0" EXISTING 12" FOUNDATION WALL

Project No.

CAST IN PLACE CONCRETE STAIR - SEE STRUCTURAL DRAWINGS 1/2" EXPANSION MATERIAL 2" RIGID INSULATION

STONE VENEER (ST-1)

1' - 0"

3' - 0"

1' - 0"

STAIR RISERS PFT-3

8 A502.2

GRANULAR FILL

6287.048.01

Drawn By

JHA

1/2" EXPANSION MATERIAL

5' - 0"

8" CAST IN PLACE REINFORCED FOUNDATION WALL -SEE STRUCTURAL DRAWINGS

PROJECT # 7R121080

TOP OF SILL 102' - 8" TOP OF CONCRETE WALL 102' - 0"

2' - 0"

FIRST LEVEL 100' - 0"

NEW 5" REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS

2' - 0"

3' - 0"

TOP OF CONCRETE WALL 104' - 0"

4 RISERS AT 6"

8" 4' - 0" 2' - 0"

STEEL BEAM - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

STEEL COLUMN BEYOND - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

PRECAST STONE SILL BEYOND (ST-2)

5' - 0"

2915 WAREHOUSE VALLEY HIGH DRIVE

ALUMINUM ANODIZED STOREFRONT SYSTEM

CAST IN PLACE REINFORCED CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS

BOTTOM OF BEAM - HIGH 111'-5 3/4"

STEEL DECK - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

STEEL PURLINS - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

GRANULAR FILL

12.13.13

Project For DASHED LINES REPRESENT WIND COLUMNS BEYOND SEE STRUCTURAL DRAWINGS

STEEL DECK - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

VESTIBULE LEVEL 98' - 0"

11902

BOTTOM OF BEAM - LOW 110'-0"

BOTTOM OF BEAM (LOW) 110' - 0"

CONCRETE STOOP -SEE STRUCTURAL DRAWINGS

DAVID C. NORBACK

Date

5 A502.2

3 1/2"

1' - 5 3/4"

11 A502.2

3' - 7"

Signature Registration Number

STANDING SEAM METAL ROOF (RP-1)

19' - 5" 1' - 6"

5' - 4" 6 A502.2

STANDING SEAM METAL ROOF (RP-1)

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

17' - 7"

EXISTING 12" UNREINFORCED C.M.U.

11902

Checked By

MLK/JHA

2" RIGID INSULATION

3 TREADS AT 11"

REINFORCED CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS

16" CAST IN PLACE REINFORCED FOUNDATION WALL -SEE STRUCTURAL DRAWINGS BOTTOM OF FOOTING 93'-0"

CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS

Date

11/27/13

PHASE II - EAST/WEST SECTION VESTIBULE 1/2" = 1'-0"

PHASE II - NORTH/SOUTH SECTION VESTIBULE

Revisions No.

Date

Description

1/2" = 1'-0"

BUILDING AND WALL SECTIONS

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A501.2

Center Line

NOTE: PAINT ALL EXPOSED STEEL

Center Line

4' - 6"

1 1/2" O.S. DIA. STEEL PIPE HORIZONTAL MEMBERS SPACED AS TO NOT ALLOW A 4" DIA. SPHERE TO PASS THRU

Certification

8" CONCRETE FOUNDATION WALL AND FOOTING -SEE STRUCTURAL DRAWINGS

C8 X 11.5 - ATTACH W/ (3) HILTI KWIK BOLT TZ (1/2" DIA) W/ 3 1/4" OF EMBEDMENT EQUALLY SPACED

1/2" = 1'-0"

5/8" 12

1 1/2" = 1'-0"

OVERHANG ROOF EDGE FLASHING

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Signature

PHASE II - HANDRAIL SECTION AT STRINGER

Registration Number

1 1/2" = 1'-0"

Date

6" 1/2"

2X BLOCKING ATTACHED TO BENT PLATE

4 1/2"

STEEL CLIP ANGLE - PAINT (PT-7) SEE STRUCTURAL DRAWINGS

BOTTOM OF STEEL BEAM 110' - 0"

3/8" SEALANT WOOD SHIM

1 1/2" STEEL DECK - PAINT (PT-7)SEE STRUCTURAL DRAWINGS STEEL PURLIN - PAINT (PT-7) SEE STRUCTURAL DRAWINGS

STEEL BENT PLATE - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

1" INSULATED PANEL -CLIPPED TO STEEL STUD (MP-1)

1 1/2"

3 5/8" X 16 GAUGE STEEL STUD AT 16" O.C. 2' - 0"

ANODIZED ALUMINUM WINDOW SYSTEM

4 1/2"

1 1/2" STEEL DECK - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

FOAM INSULATION 1" INSULATED PANEL -CLIPPED TO STEEL STUD (MP-1)

5 A320.2 BOTTOM OF BEAM (HIGH) 111'-5 3/4" STEEL BENT PLATE - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

PROJECT # 7R121080

3/8" SEALANT

11 1/2" 5 A320.2

11 1/2"

PHASE II - VESTIBULE OVERHANG DETAIL - LOW

1 1/2" = 1'-0"

4 1/2"

4' - 0"

1 1/2"

PHASE II - VESTIBULE OVERHANG DETAIL - HIGH

1 1/2" = 1'-0"

PHASE II - PLAN DETAIL OF WALL JOIN AT VESTIBULE 1 1/2" = 1'-0"

1' - 7 1/2" 7"

4 1/2"

8" REGLET CUT INTO CMU JOINT WITH COUNTER FLASHING

1" INSULATED GLAZING 3/8" BACKER ROD AND SEALANT

ANODIZED ALUMINUM WINDOW SYSTEM

PREFINISHED SILL FLASHING

WOOD SHIM

TOP OF SILL 102' - 8"

3/8" SEALANT GALVANIZED STONE RELIEF ANGLE - BY PRECAST SUPPLIER

PRECAST CONCRETE SILL STONE (ST-2) LIQUID APPLIED WATERPROOFING

TOP OF CONCRETE WALL 102' - 0"

2' - 8"

3 5/8"

2 3/8" 2"

1/2"

EXISTING 5/8" GYPSUM BOARD

STANDING SEAM ROOFING (RP-1)

EXISTING NONREINFORCED C.M.U.

SLIP SHEET - 4LB RED ROSIN OR EQUAL

ICE AND WATERSHIELD

5" NAILBASE INSULATION WITH 1" AIR SPACE AND 1/2" PLYWOOD SHEATHING

8" CAST-IN-PLACE CONCRETE WALL - SEE STRUCTURAL DRAWINGS

FIRE TREATED WOOD BLOCKING 4 1/4" X 2" X 1/4" BENT PLATE SEE STRUCTURAL DRAWINGS

3/8" SEALANT AND BACKER ROD CLEAR ANODIZED ALUMINUM WINDOW - SEE WINDOW TYPES

Project No. DASHED LINE REPRESENTS WIND COLUMN BEYOND

4 1/2"

STEEL PURLIN - PAINT (PT-7) SEE STRUCTURAL DRAWINGS

EXISTING 2" RIGID INSULATION

5/8" GYPSUM BOARD ADHERED TO EXISTING CMU (PT-3)

3 5/8" X 22 GAUGE STUDS AT 16" OC STEEL STUD SUPPLIER TO VERIFY

STEEL PURLIN - PAINT (PT-7) SEE STRUCTURAL DRAWINGS

5/8" GYPSUM BOARD WOOD BLOCKING

BREAK METAL FLASHING TO MATCH STOREFRONT FRAME TO COVER BLOCKING

STOREFRONT WINDOW FRAMING

4 1/2"

1' - 1 3/8"

1 1/2" = 1'-0"

VARIES

STANDING SEAM ROOFING (RP-1)

2X BLOCKING ATTACHED TO BENT PLATE

1/2"

5" REINFORCED CONCRETE SLAB - SEE STRUCTURAL DRAWINGS

VESTIBULE LEVEL 98' - 0" NEW ASPHALT PAVING - SEE CIVIL DRAWINGS

GRANULAR FILL - SEE CIVIL DRAWINGS

PHASE II - VESTIBULE LOW WALL DETAIL 1 1/2" = 1'-0"

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COMPACT GRANULAR FILL

STEEL PURLIN - PAINT (PT-7) SEE STRUCTURAL DRAWINGS

UNDISTURBED SOIL

1' - 2" 1' - 3 1/2"

PHASE II - VESTIBULE EAVE DETAIL 1 1/2" = 1'-0"

#4 REINFORCING BARS - 15" LONG AT 24" O/C - DRILL DOWELS INTO EACH SIDE OF EXISTING SLAB W/ A MIN. EMBEDMENT OF 4"

PLUMBING UNDERGROUND LINE REFER TO PLUMBING DRAWINGS FOR PIPE INVERTS

1 1/2"

REINFORCED CONCRETE FOUNDATION WALL

Description

5" CONCRETE SLAB INFILL - VERIFY THICKNESS OF EXISTING ADJACENT SLAB

5" NAILBASE INSULATION WITH 1" AIR SPACE AND 1/2" PLYWOOD SHEATHING

1 1/2" STEEL DECK - PAINT (PT-7) SEE STRUCTURAL DRAWINGS

12" GRANULAR FILL

Date

6" COMPACTED GRANULAR FILL (TYP.)

1/2" EXPANSION JOINT

2 PIECE FASCIA FLASHING

10 3/4"

THRU WALL FLASHING - EXTEND AND TERMINATE AT TERMINATION BAR

4 1/4"

2' - 0"

2' - 0" ROPE WEEPS AT 32" O.C.

6 MIL. VAPOR BARRIER

ICE AND WATERSHIELD

TERMINATION BAR AND SEALANT 1/2" EXPANSION JOINT

No.

SEE PLAN

CAVITY FILTER DRAINAGE SYSTEM

11/27/13

1 1/2" = 1'-0"

SLIP SHEET - 4LB RED ROSIN OR EQUAL

MLK/JHA

Date

PHASE II - VESTIBULE ROOF AT EXISTING DETAIL

FIRST LEVEL 100' - 0"

4" CMU VENEER WITH ADJUSTABEL WALL ANCHORS AT 16" O.C. EACH WAY (ST-1)

BCS

Revisions

1' - 11 7/8"

PHASE II - VESTIBULE EAVE/WINDOW DETAIL

Drawn By Checked By

1/2" SEALANT JOINT - EACH SIDE

1" VENEER STONE (ST-1) ADHERED TO CAST IN PLACE CONCRETE

6287.048.01

EXISTING 3 5/8" METAL STUDS

1 1/2" STEEL DECK - PAINT SEE STRUCTURAL DRAWINGS

1" INSULATED PANEL (MP-1) - CUT TOP TO PROFILE OF STEEL DECK

2" RIGID INSULATION (POLYICOSYANURATE)

2' - 0"

STANDING SEAM RAKE FLASHING

1 1/2" STEEL DECK - PAINT(PT-7) SEE STRUCTURAL DRAWINGS

STAINLESS STEEL DOWEL - BY PRECAST SUPPLIER

7 A320.2

PHASE IIFIT - UP PACKAGE

STEEL PURLIN - PAINT (PT-7) SEE STRUCTURAL DRAWINGS

3 5/8" X 16 GAUGE STEEL STUD AT 16" O.C. 3/8" BACKER ROD AND SEALANT ANODIZED ALUMINUM WINDOW SYSTEM

SIM

2915 WAREHOUSE VALLEY HIGH DRIVE

4 1/2"

5/8" GYPSUM BOARD - PAINT (PT-3)

STEEL TUBE BEAM - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

CAP END OF STEEL TUBE - PAINT (PT-7)

STEEL BENT PLATE - SEE STRUCTURAL DRAWINGS

1' - 2"

1/2" 4 1/4"

FOAM INSULATION

STEEL CLIP ANGLE - PAINT (PT-7) - SEE STRUCTURAL DRAWINGS

5/8"

4 1/4"

5/8" GYPSUM BOARD - PAINT

STEEL BENT PLATE - SEE STRUCTURAL DRAWINGS

12.13.13

6 A320.2

CAP END OF STEEL TUBE - PAINT (PT-7)

2X BLOCKING ATTACHED TO BENT PLATE

11902

1' - 7 1/2" 7"

OVERHANG ROOF EDGE FLASHING

PREFINISHED 2 PIECE FASCIA FLASHING

DAVID C. NORBACK

PREFINISHED 2 PIECE FASCIA FLASHING

5" NAILBASE INSULATION WITH 1" AIR SPACE AND 1/2" PLYWOOD SHEATHING

STEEL ANGLES WELDED TO STRINGER & METAL TREAD PAN - SEE STRUCT.

12.13.13

4 1/4"

5" NAILBASE INSULATION WITH 1" AIR SPACE AND 1/2" PLYWOOD SHEATHING

10 3/4"

STEEL ANGLES WELDED TO STRINGER & METAL TREAD PAN

PHASE II - GUARDRAIL SECTION AT LANDING

ICE AND WATERSHIELD

SLIP SHEET - 4LB RED ROSIN OR EQUAL

CONC. FILLED METAL TREAD PAN

11902

Project For

SLIP SHEET - 4LB RED ROSIN OR EQUAL

ICE AND WATERSHIELD

Date

STEEL CHANNEL STRINGER

PHASE II - NORTHWEST STAIR SECTION

DAVID C. NORBACK

Registration Number

STEEL CHANNEL STRINGER SEE STRUCT.

STANDING SEAM ROOFING (RP-1) STANDING SEAM ROOFING (RP-1)

Signature

STEEL PLATE RISER

3"X3"X5/16" STEEL ANGLE WITH EXPANSION BOLTED TO SLAB WITH MINIMUM 3 1/2" EMBEDDED

1/2" = 1'-0"

CONC. FILLED METAL TREAD PAN

3"X3"X5/16" STEEL ANGLE WITH EXPANSION BOLTED TO SLAB WITH MINIMUM 3 1/2" EMBEDDED

PHASE II - SOUTHWEST STAIR SECTION

AT VERTICAL SUPPORTS WELD TO THE STRINGER, GRIND EDGES SMOOTH - TYP.

COMPACTED GRAVEL SEE CIVIL DRAWINGS

MC12 X 10.6 STEEL CHANNEL FRAME WITH OPEN GRATE TREADS AND CLOSED RISER

8" CONCRETE FOUNDATION WALL AND FOOTING -SEE STRUCTURAL DRAWINGS

MC12 X 10.6 STEEL CHANNEL FRAME WITH OPEN GRATE TREADS AND CLOSED RISER

10 3/4"

C8 X 11.5 - ATTACH W/ (3) HILTI KWIK BOLT TZ (1/2" DIA) W/ 3 1/4" OF EMBEDMENT EQUALLY SPACED

COMPACTED GRAVEL SEE CIVIL DRAWINGS

VERTICAL SUPPORTS WELD TO CHANNEL, GRIND EDGES SMOOTH - TYP.

STEEL PLATE RISER

1 1/2" O.S. DIA. STEEL PIPE HORIZONTAL MEMBERS SPACED AS TO NOT ALLOW A 4" DIA. SPHERE TO PASS THRU

HANDRAIL

FIRST LEVEL 100' - 0"

4" ASPHALT PAVING SEE CIVIL DRAWINGS

1 1/2" O.S. DIA. STEEL PIPE VERTICAL SUPPORT AT EA. RUN END AND MIDSPAN ( MAX. 5'-0" O.C. SPACING )

3' - 0"

FIRST LEVEL 100' - 0"

EXISTING CONCRETE SLAB

GUARDRAIL

4" ASPHALT PAVING SEE CIVIL DRAWINGS

1 1/2" O.S. DIA. STEEL PIPE VERTICAL SUPPORT AT EA. RUN END AND MIDSPAN ( MAX. 5'-0" O.C. SPACING )

RETURN HANDRAIL TO VERTICAL POST

3' - 0"

EXISTING CONCRETE SLAB

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

MC12 X 10.6 STEEL CHANNEL FRAME WITH OPEN GRATE STEEL LANDING

3' - 6"

1 1/2" DIA STEEL HANDRAIL

1 1/2" DIA STEEL HANDRAIL WELDED TO GUARD RAIL

1 TREAD MC12 X 10.6 STEEL CHANNEL FRAME WITH OPEN GRATE STEEL LANDING

CENTERLINE OF HANDRAIL

3/4"

11"

1 1/2" O.S. DIA. STEEL PIPE HANDRAIL, GRIND ALL WELDS & SHARP EDGES SMOOTH - TYP.

Center Line of Guardrail

GUARDRAIL

1 1/2" O.D.STEEL PIPE STAIR GUARDRAIL WELDED TO STRINGER

1' - 0"

SIM

3' - 6"

4 A502.2 SIM

NOTE: PAINT ALL EXPOSED STEEL

1' - 2" 2 RISERS AT 7"

3 A502.2

3/4"

CENTER LINE OF GUARDRAIL

BUILDING AND WALL SECTIONS

PHASE II - UNDERGROUND PLUMBING TRENCH INFILL DETAIL 1" = 1'-0"

A502.2

AREA A

AREA B

AREA E.1 DN

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

OFFICE 1-221A

OPERATIONS SHOP

FED EX

KIT PRODUCTION 1-221

CONFERENCE 1-211D

LOADING DOCK

PALLET STORAGE

COAT CLOSET

CUSTODIAL

1-210

1-124

VESTIBULE

1-213

1-123

1-222 FED EX

Consultants

PACKAGING DESK

STORAGE BREAK ROOM OFFICE

1-125

1-209

1-211C

LACTATION

PROCESSING LAB

1-126

OFFICE

1-212

OPEN OFFICE

1-211B

CUSTODIAL

1-211

1-214

MEN'S TOILET

WOMEN'S TOILET

1-203

1-201

CONFERENCE

1-127 MEN'S TOILET

1-211A

1-128

OFFICE 1-212A

COPY/PRINT

OFFICE

1-211F

1-211G

1-211H

1-211J

ADA RESTROOM AREA A

AREA C

Signature

DAVID C. NORBACK

Registration Number

CORRIDOR

1-215

AREA A

Certification

AREA C

AREA A AREA D

AREA B

1-200-1

AREA D

AREA B

AREA E

AREA E.1

Date

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

SERVER

I/O MODULE (FRONT)

1-208A

Signature

W a te r Ou t

W a te r In

L N2 In

DAVID C. NORBACK 11902

W a te r In

W a te r Ou t

O2 /N2 Exh au st

Registration Number

Po we r - P2

Po we r - P1

Po we r - P3

12.13.13

W a te r In

L N2 In

Co mmu n i a c tio n s

De fro st Ai r In

Date

W a te r Ou t

MICROBIOME

O2 /N2 Exh au st

LAB

W a te r Ou t W a te r In De fro st Ai r In Po we r - P2

Po we r - P3

Po we r - P1

1-208

O2 /N2 Exh au st

W a te r Ou t

W a te r In

L N2 In

Co mmu n i a c tio n s

PRC IMAGING

1-207

Project For

1-204

Po we r - P2

Po we r - P3 Po we r - P3

Po we r - P1

Co mmu n i a c tio n s Co mmu n i a c tio n s

De fro st Ai r In

W a te r In

W a te r Ou t

W a te r In

L N2 In

2915 WAREHOUSE VALLEY HIGH DRIVE

L N2 In

Po we r - P2

Po we r - P1

De fro st Ai r In

W a te r In

W a te r Ou t

O2 /N2 Exh au st

W a te r Ou t

W a te r In

SPVR OFFICE 1-207A

W a te r In

W a te r Ou t

O2 /N2 Exh au st

SPVR OFFICE

Po we r - P2

Po we r - P1

Po we r - P3

Co mmu n i a c tio n s

De fro st Ai r In

1-207C

STAIR 1-230

STAIR COLD ROOM

PHASE IIFIT - UP PACKAGE

1-206

1-207D

FUTURE LAB 1-232

PROJECT # 7R121080

DATA 1-231 87 SF Key Plan

AREA C AREA F

AREA C

AREA D

AREA F

AREA D AREA F

AREA F.1

AREA D

AREA E

AREA F.1

AREA A

AREA B

AREA E.1

AREA F.1 AREA C

AREA D

AREA F

AREA E

AREA F.1

Project No.

6287.048.01

Drawn By

BCS

Checked By

MLK/JHA

Date

11/27/13

NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. ÂŠ Copyright RSP Architects 2013. All rights reserved.

Revisions

No.

AREA F

Date

Description

AREA F.1

PARTIAL FIRST LEVEL EQUIPMENT PLAN 1/8" = 1'-0"

NORTH

PARTIAL FIRST LEVEL EQUIPMENT PLAN

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:40:57 PM

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A801.2

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants DN

2112

2135

Certification

2136

1504 T

2068

2071

2073

SHIPPING ASSY.

KIT PRODUCTION

1525

1-221

1519

LOADING DOCK

OPERATIONS SHOP

Signature

1-213

1524

PALLET STORAGE

1-222

2110

1035

2114 T

1042

1036

1505 1037

Registration Number

1039

1-221A

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Signature

1510

2109

11902

1506

OFFICE

Registration Number

1516 E E

F T

Date

1515

1543

F U

1041

1038

1040

DAVID C. NORBACK

1526

DAVID C. NORBACK

Date

2131

2111

11902 12.13.13

Project For

1031

1517

1030

1527

1522

PROCESSING LAB

1523

1-212 1507

1521 S

CUSTODIAL 1032

1-214

RESEARCH STORAGE

1-240

2915 WAREHOUSE VALLEY HIGH DRIVE

E K

998

999

997

996

1018 127

126

1-215

1082 1294

1350

1049

1020

141

1024

PHASE IIFIT - UP PACKAGE

ADA RESTROOM F

1508

1509

1514

995 1081

139

PROJECT # 7R121080

138

Key Plan

AREA A

ENLARGED EQUIPMENT PLAN - AREA A 1/4" = 1'-0"

NORTH Project No.

6287.048.01

Drawn By

BCS

Checked By

MLK/JHA

Date

11/27/13

NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. ÂŠ Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date

Description

ENLARGED EQUIPMENT PLAN - AREA A

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:40:58 PM

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A801A.2

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

VESTIBULE 1-211E

Certification

OFFICE 1-211-4

OFFICE 1-211-10

OFFICE 1-211-5

OFFICE 1-211-11

2006

CONFERENCE 1-211D

COAT CLOSET

Signature

2005

DAVID C. NORBACK

1-210 Registration Number

OFFICE 1-211-3

OFFICE 1-211-9

Date

2004

OFFICE 1-211-6

U T

Signature

OFFICE

OFFICE 1-211-2

1-211C

OFFICE 1-211-8

1-209

2007 2007

F E

Date

OFFICE 1-211-13

OFFICE 1-211-7 T

11902 12.13.13

Project For

CLERICAL 1-211-1

OFFICE

DAVID C. NORBACK

Registration Number

BREAK ROOM R

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

OFFICE 1-211-12

11902

2000

2001

2002 2003

B-36

1-211B P

C R

OPEN OFFICE

B-18 B-42 F

1-211

COPY/PRINT 1-211F

1392

OFFICE

1-211G

1-211H

OFFICE

1-212A

CONFERENCE T

1-211A

MEN'S TOILET

1-203 D C

WOMEN'S TOILET

1-201

2915 WAREHOUSE VALLEY HIGH DRIVE

PHASE IIFIT - UP PACKAGE

D C

1-211J

OFFICE

ENVIRONMENTAL SERVICES

1-202 H

PROJECT # 7R121080 M

CORRIDOR 1-200-1

Key Plan

AREA B

ENLARGED EQUIPMENT PLAN - AREA B 1/4" = 1'-0"

NORTH

Project No.

6287.048.01

Drawn By

BCS

Checked By

MLK/JHA

Date

11/27/13

NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. ÂŠ Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date

Description

ENLARGED EQUIPMENT PLAN - AREA B

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:40:59 PM

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A801B.2

2047

2042

2055

2053

2048

2057

2058

2059

1083

2074

2045

2060

1086

1093

2078

2046

2062

2054 2086

I/O MODULE (FRONT)

2085

Consultants

2088

O2/N2 Exhaust

Water Out

Water In

LN2 In

2087

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

2040

2063

2051

2072

2064

2061

1026

1016

1025

1013

1000

1019

Water Out

2049

Power - P1

Power - P2

Power - P3

Communications

Defrost Air In

2050

Water In

2084

Certification

2069

2066

2070

2044

2043

2083

Water In

LN2 In

2065

Power - P1

Power - P2

Power - P3

Communications

Defrost Air In

Water In

Water Out

O2/N2 Exhaust

2067

1011

Water Out

1012

LN2 In

Signature

Water Out

Water In

Registration Number

2009

2019

2015

2041

2021

Date

Water In

2025

2023

2026

2028

2027

2029

Power - P1

Power - P2

Defrost Air In

2024

12.13.13

2031 Water In

LN2 In

2022

Power - P3

Communications

156

11902

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Water Out

2014

O2/N2 Exhaust

2013

2012

2020

DAVID C. NORBACK

Water Out

Signature

O2/N2 Exhaust

1315

DAVID C. NORBACK

Registration Number

11902

Water Out

RESEARCH STORAGE

Date

12.13.13

Power - P1

Power - P2

Power - P3

Communications

Defrost Air In

Water In

1-240

Project For

2034

2035

2037

2038

2039

LN2 In

2033

2036

Water In

2032

O2/N2 Exhaust

Water Out

2030

Water In

Water Out

2008

2011

2010

Defrost Air In

2016

Communications

1288

Power - P1

2017

Power - P2

2018

Power - P3

148

1202

2915 WAREHOUSE VALLEY HIGH DRIVE

1226 1095

135

150

157

134

149

136

137

146

130

145

144

154

155

143

133

152

142

PHASE IIFIT - UP PACKAGE

147

1234

1230

RESEARCH STORAGE

PROJECT # 7R121080

1-240 1116

1105

1189

1340

1228

1215

1176

1110

1122

1150

1152

1216

1217

1164

1158

1170

1163

Key Plan

AREA C

1368

1007

1232

Project No.

6287.048.01

Drawn By

ENLARGED EQUIPMENT PLAN - AREA C

BCS

Checked By

MLK/JHA

1/4" = 1'-0"

NORTH

Date

11/27/13

NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. ÂŠ Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date

Description

ENLARGED EQUIPMENT PLAN - AREA C

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A801C.2

CORRIDOR 1-200-1

2186

1537 1422

1427

1426

1438

1449

1428

1431

1441

1499

1502

1460 1498

1458

1503

1460

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

K 1395

SERVER 1393

1459

1-208A

Consultants

1398

1535 1438

1453

1418

1436

1440

1413

1446

1425

1423

1424

1501

1419

1500

1455

1452 1443 993

1444

1437

1415

1434

1447

1417

991

Certification

1467

1430 729

730 1534

989

1432

990

994

Signature

DAVID C. NORBACK

1451

1457

846

Registration Number

1528

PRC IMAGING

845

1416 1420 1412

1542

1414

1466

1472

1442

1448

1470

1469

992

847 U

1471

LAB 1-207

Signature

1454 T

Date

1435

11902 12.13.13

1429

1421

DAVID C. NORBACK

Registration Number

1465

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

1473

1468

Date

1-208

11902

Project For E

K T

1482

E F

2188

131

132

1544

STAIR

151

158

1-230

COLD ROOM

1545

1546

854

856

858

SPVR OFFICE

1-207C

1-207D

SPVR OFFICE

STAIR

1-207A

1-206

PHASE IIFIT - UP PACKAGE

T T

140

2915 WAREHOUSE VALLEY HIGH DRIVE

133

153 U

FUTURE LAB

PROJECT # 7R121080

1-232

RESEARCH STORAGE

OPEN OFFICE

1-240

Key Plan

1-207B T

DATA 1-231

AREA D T

T U

Project No.

6287.048.01

Drawn By

BCS

Checked By

MLK/JHA

ENLARGED EQUIPMENT PLAN - AREA D Date

1/4" = 1'-0"

NORTH

11/27/13

NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. ÂŠ Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date

Description

ENLARGED EQUIPMENT PLAN - AREA D

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A801D.2

1559

1548

1560 1562 1561

1549

1552

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

1554

1557 1550

1558

1553

1556

Consultants

1565

1551

MICROBIOME 1-204 1564

Certification

E F

1566

1555

1563

Signature

DAVID C. NORBACK

Registration Number

Date

OFFICE

VESTIBULE

1-205B

1-123

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

CUSTODIAL 1-124

Signature

DAVID C. NORBACK

Registration Number

11902

SPVR 1-205A R

Date

T U

12.13.13

Project For

2052 T

OFFICE 1-205-1

2056

STORAGE 1-125

OFFICE 1-205-7

OPEN OFFICE T

OFFICE 1-205-2

ENVIRONMENTAL SERVICES

LACTATION J

1-126

1-205

1-122

2915 WAREHOUSE VALLEY HIGH DRIVE

A E

OFFICE 1-205-6

E L

OFFICE 1-205-3

G H

OFFICE 1-205-5

PROJECT # 7R121080

B-42 B-18 C

U T

1-127 F D C B-18 B-42

B-36

PHASE IIFIT - UP PACKAGE

WOMEN'S TOILET

OFFICE 1-205-4

B-36

L E

H G

Key Plan

MEN'S TOILET

AREA E.1

1-128 AREA E

Project No.

6287.048.01

Drawn By

ENLARGED EQUIPMENT PLAN - AREA E

1/4" = 1'-0"

NORTH

BCS

Checked By

ENLARGED EQUIPMENT PLAN - AREA E.1 1/4" = 1'-0"

MLK/JHA

Date

11/27/13

NORTH

NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. ÂŠ Copyright RSP Architects 2013. All rights reserved.

Revisions No.

Date

Description

ENLARGED EQUIPMENT PLAN - AREA E & E.1

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:02 PM

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A801E.2

1211 1015

1017

1044

1128

1370

1335

1309

1162

1221

1212

1235

1046

1004

1005

1021

1045

1043

1014

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

1182

1246

1286

1243

1148 1283

1233

1131

1314 1003

1050

1047

1048

1023

1022

1001

1073

1052

128

1009

1301

1289

1076

1075

1006

1008

1002

1029

1010

1135

1028

1027

1177

1224

1363

1077

1192

1369

1266

1253

Certification

1250

1172

1275

1248

1134

1171

1138

1088

1327

1149

1229

1245

1157

1074

1139

1136

1236

1129

1191

1137

1199

1282

1200 1348 1198

1091

RESEARCH STORAGE

1090

1271

1-240

1304

1287 1346

1203

1251

1084

Signature

1231

DAVID C. NORBACK

Registration Number

1204 1267

1321

1249

1201

1207

1214

1296

1261

1123

1263

1140

1353

1264

1178

1330

1334

1079

1241

1290

1112

1126

1205

1107

1125

1151

1132

1144

1142

1143

1130

1185

1242

1127

1187

1268

1218

1111

1272

1255

1240

1262

1259

1183

1196

1184

1342

1098 1222

1108

1121

1089

1332

Date

1252

1085

1358

1285

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

1269 Signature

DAVID C. NORBACK

Registration Number

1238

Date

11902 12.13.13

Project For

1260 1078

1208

1194

1325

1254

1237

1357

1347

1331

1355

1101

1320

1303

1322

1338

1341

1225

1186

1316

1297

1295

1274

1323

1324

2915 WAREHOUSE VALLEY HIGH DRIVE 1

PHASE IIFIT - UP PACKAGE

ENLARGED EQUIPMENT PLAN - AREA F 1/4" = 1'-0"

NORTH

PROJECT # 7R121080 Key Plan

1319

1109

1311

1104

1359

1181

1258

1220

1169

1156

1339

1265

1293 1256 1375

1100

1106

1292

1103

1365

1141

1180

1336

1168

1155

AREA F

1244

1312

1302

1257 1160

1291

1102

1133

1097

1333

1179 1328

1124

1167

1337

1277

1-240 1113

1173

1087

1120

1281

Project No.

1209

1360

1278

1146

1118

1114

BCS

1307

1247

1145

1153

1366

1279

1147

1273

MLK/JHA 11/27/13

1166

1310 1174

Drawn By

1195

1227

1298

1317

6287.048.01

Date

1210

1354

1096

Checked By

RESEARCH STORAGE

1305

1154 1313

1356

1318

1117

AREA F.1

1165

1280 1094

1349

1284

1119

1329

1115

1308

1175

1306

1219

Revisions

1299

1161

No.

1362

1197 1159

1300

Date

Description

1080

1099

1213

1344

1326

1364

1371

1372

1373

1374

1092

1188

1223

1352

1239

1351

1367

1193

1345

1343

ENLARGED EQUIPMENT PLAN - AREA F & F.1

ENLARGED EQUIPMENT PLAN - AREA F.1 1/4" = 1'-0"

NORTH

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A801F.2

PHASE II - EQUIPMENT SCHEDULE EXIST ROOM NEW

DESCRIPTION RECYCLING CART - 3/4 YD

QTY 1

ROOM NUMBER 1-122

2056

NEW

RECYCLING CART - 3/4 YD

1-122

ENVIRONMENTAL SERVICES

OWNER

MANUFACTURER

2186 1548 1549 1550 1551 1552 1553 1554 1555 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 131 132 133 729 730 845 846 847 854 856 858 991 1393 1395 1398 1412 1413 1414 1415 1416 1417 1418 1419 1420 1421 1422 1423 1424 1425 1426 1427 1428 1429 1430 1431 1432 1434 1435 1436 1437 1438 1440 1441 1442 1443 1444 1446 1447 1448 1449 1451 1452 1453 1454 1455 1457 1458 1459 1460 1465

NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW NEW ST-12-14 ST-12-14 ST-12-14 ST-13-21C ST-13-21C NEW NEW NEW NEW NEW NEW ST-13-23 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10

SOILED LINEN HAMPER 4' BIO HOOD FASTPREP-24 SCALE MINI CENTRIFUGE QUBIT 2.0 4' BIO HOOD UC REF Flammable Storage Cabinet BIO STORAGE BOX SHAKER GALAXY MINI SHAK-R-BATH VORTEX MIXER MINISPIN INSTRUMENT CHARGER REFRIGERATOR CENTRIFUGE AUTOCLAVE -80 FREEZER -80 FREEZER -20 FREEZER REFRIGERATOR +4 4' - A2 BIO SAFETY HOOD 4' - A2 BIO SAFETY HOOD 8' - FUME HOOD 4' FLAMMABLE CABINET 4' FLAMMABLE CABINET SUPPLY CART SUPPLY CART SUPPLY CART MICROCORE 8' - FUME HOOD 4' FLAMMABLE CABINET 4' ACID/BASE CABINET WARMER JANUS CENTRIFUGE CENTRIFUGE CENTRIFUGE CENTRIFUGE COULTER ACT 70 DRY ICE MOBILE CHEST DELI -20 FREEZER ISOLATION SYSTEM DROP SENSE 96 VOLUME CHECK CAPPER/DECAPPER AUTOGEN AUTOGEN AUTOGEN -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER DRY ICE MOBILE CHEST JANUS NANOPURE UC -20 FREEZER ISOTEMP PERIPUMP DRY ICE MOBILE CHEST DRYER BOX OVEN QIA CUBE CENTRIFUGE CENTRIFUGE CENTRIFUGE SHAKER WATERBATH CRYOSTAT HYDROMETER DELI LEICA CM1850 CENTRIFUGE CYROCONSOLE FLOATATION BATH LEICA RM2255 CROSSLINKER

2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 3 3 1

1-200-1 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-204 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207

CORRIDOR MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME MICROBIOME LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB

OWNER PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT ----------OWNER OWNER OWNER PROPONENT PROPONENT PROPONENT ---------------------------------------------------------------------------------------------------

MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER ----------MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER ---------------------------------------------------------------------------------------------------

TAG 2052

TAG A

DESCRIPTION HAND SANITIZER

QTY

TO ROOM

1-126

B-18 B-36 B-42 C

GRAB BARS GRAB BARS GRAB BARS TOILET PAPER DISPENSER

4 4 4 7

SEE PLAN SEE PLAN SEE PLAN SEE PLAN

SANITARY PRODUCT DISPOSAL

SEE PLAN

SOAP DISPENSER

SEE PLAN

PAPER TOWEL DISPENSER

SEE PLAN

SHARPS CONTAINTER

SEE PLAN

H J

24" x 60" MIRROR ACRYLIC MAGAZINE RACK

5 1

SEE PLAN 1-126

30" X 36" DRYING RACK

SEE PLAN

L M N N1 P

18" X 5" S.S. SHELF METAL LOCKER 24" x 36" WHITEBOARD 72" x 36" WHITEBOARD SANITARY PRODUCT DISPENSER

6 37 1 2 1

SEE PLAN 1-200-1 1-222 SEE PLAN 4-03

R S T U

60" x 16" CORKBOARD MOP STRIP CABLE MANAGEMENT TRAY CPU CLIP AND BRACKET

18 2 59 59

SEE PLAN SEE PLAN SEE PLAN SEE PLAN

NEW ROOM ENVIRONMENTAL SERVICES

ORDERED BY OWNER

SUPPLIED BY MANUFACTURER

PHASE II - SPECIALTY EQUIPMENT SCHEDULE ORDERED BY SUPPLIED BY INSALLED BY CONSTRUCTION MANAGER FACILITIES CONTRACTOR WAREHOUSE CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR FACILITIES CONTRACTOR WAREHOUSE CONTRACTOR FACILITIES CONTRACTOR WAREHOUSE CONTRACTOR FACILITIES CONTRACTOR WAREHOUSE CONTRACTOR FACILITIES CONTRACTOR WAREHOUSE CONTRACTOR FACILITIES CONTRACTOR WAREHOUSE CONTRACTOR MANUFACTURER CONTRACTOR CONSTRUCTION MANAGER FACILITIES CONTRACTOR WAREHOUSE CONTRACTOR FACILITIES CONTRACTOR WAREHOUSE CONSTRUCTION MANAGER MANUFACTURER CONTRACTOR CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR FACILITIES CONTRACTOR WAREHOUSE CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR MANUFACTURER CONTRACTOR CONTRACTOR MANUFACTURER CONTRACTOR

PHASE II - EQUIPMENT SCHEDULE INSTALLED BY ENVIRONMENTAL SERVICES ENVIRONMENTAL SERVICES LINEN SERVICES GENERAL CONTRACTOR EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES CONTRACTOR OPERATIONS CONTRACTOR CONTRACTOR EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES CONTRACTOR EQUIPMENT SERVICES GENERAL CONTRACTOR OPERATIONS OPERATIONS OPERATIONS OPERATIONS GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR EQUIPMENT SERVICES GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES OPERATIONS OPERATIONS EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES OPERATIONS OPERATIONS OPERATIONS OPERATIONS EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES OPERATIONS EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES OPERATIONS EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES

REMARKS

#72

G,V,CW, AND CUP SINK G,V,CW, AND CUP SINK A,G,V, & SINK WITH CW

A,G,V, & SINK WITH CW

#69 #40 #24 #19 #15 #21

#49 #48 #47 #38 #37 #36 #46 #30 #21 #50 #75 #70

#18 #22 #16 #72

#17

REMARKS

TAG 1466 1467 1468 1469 1470 1471 1472 1473 1482 1498 1499 1500 1501 1502 1503 1528 1534 1535 1537 1542 1544 1545 1546 2188 140 151 153 158 989 990 992 993 994 2000 2001 2002 2003 2004 2005 2006 2007 1392 1032 1504 1505 1506 1507 1508 1509 1510 1514 1515 1516 1517 1519 1521 1522 1523 1524 1525 1526 1527 1030 1031 1035 1036 1037 1038 1039 1040 1041 1042 1543 2068 2071 2073 2109 2110 2111 2112 2113 2114 2129 2131 2133 2134 2135 2136

EXIST ROOM ST-13-21 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-13-10 ST-12-14 ST-13-21 ST-13-21 ST-13-21 ST-13-21 ST-13-21 ST-13-21 ST-13-21 ST-13-10 ST-13-10 ST-13-10 NEW NEW NEW NEW NEW NEW NEW NEW NEW ST-13-23 ST-13-23 ST-13-23 ST-13-23 ST-13-23 NEW NEW NEW NEW NEW NEW NEW NEW NEW ST-SL-29A HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 HI-CL-21 ST-SL-16A ST-SL-16A NEW ST-SL-16 ST-SL-16 ST-SL-16 ST-SL-16 ST-SL-16 ST-SL-16 NEW NEW SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1 SW-1

DESCRIPTION DAKOCYTOMATION LEICA IPS LEICA BOND III LEICA BOND III LEICA BOND III INCUBATOR DAKO AUTOSTAINER REF/FREEZER PURIFIER CENTRIFUGE QIA CUBE CYROSTATION FREEZER MILL QIA CUBE UC REF CENTRIFUGE LEICA CV5030 NANODROP Flammable Storage Cabinet CAPPER/DECAPPER SUPPLY CART SUPPLY CART SUPPLY CART ICE MACHINE SUPPLY CART SUPPLY CART SUPPLY CART SUPPLY CART NANO ZOOMER 20HT NANO ZOOMER CART HYDROIZATION OVEN SCOPE STATION SCOPE STATION REFRIGERATOR REFRIGERATOR REFRIGERATOR ICE MACHINE VENDING - SNACKS VENDING - SNACKS VENDING - SODA MICROWAVE COPIER HAMILTON MICROLAB STAR CENTRIFUGE CENTRIFUGE CENTRIFUGE CENTRIFUGE -70 FREEZER DELI DRY ICE MOBILE CHEST -20 FREEZER CENTRIFUGE CENTRIFUGE CENTRIFUGE CENTRIFUGE JANUS PLATESTAK CAPPER/DECAPPER 4' TEC TABLE 4' TEC TABLE 4' TEC TABLE 4' TEC TABLE DRY ICE MOBILE CHEST DRY ICE MOBILE CHEST CART DRY ICE MOBILE CHEST DRY SHIPPER REFRIGERATOR +4 -80 FREEZER -80 FREEZER -20 FREEZER CART SPECIMEN CART LIFT TABLE LIFT TABLE LIFT TABLE TANK CART TANK BOX TANK BOX LIFT COMPRESSOR FREEZER CONTROLLER FLAMMABLE CABINET WALL MOUNTED VACUUM TANK CART ELECTRICAL CORD REEL AIR HOSE REAL LIFT COMPRESSOR LIFT COMPRESSOR

QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

ROOM NUMBER 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207 1-207D 1-207D 1-207D 1-207D 1-208 1-208 1-208 1-208 1-208 1-209 1-209 1-209 1-209 1-209 1-209 1-209 1-209 1-211F 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-212 1-213 1-213 1-221 1-221 1-221 1-221 1-221 1-221 1-221 1-221 1-221 1-222 1-222 1-222 1-222 1-222 1-222 1-222 1-222 1-222 1-222 1-222 1-222 1-222 1-222 1-222

NEW ROOM LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB LAB COLD ROOM COLD ROOM COLD ROOM COLD ROOM PRC IMAGING PRC IMAGING PRC IMAGING PRC IMAGING PRC IMAGING BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM BREAK ROOM COPY/PRINT PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB PROCESSING LAB LOADING DOCK LOADING DOCK KIT PRODUCTION KIT PRODUCTION KIT PRODUCTION KIT PRODUCTION KIT PRODUCTION KIT PRODUCTION KIT PRODUCTION KIT PRODUCTION KIT PRODUCTION OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP OPERATIONS SHOP

ORDERED BY --------------------------------------PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT PROPONENT ----------PROPONENT PROPONENT PROPONENT PROPONENT OWNER OWNER OWNER PROPONENT PROPONENT --------------------------------------------PROPONENT ------------PROPONENT PROPONENT -------------------------------

SUPPLIED BY --------------------------------------MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER ----------MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER MANUFACTURER --------------------------------------------MANUFACTURER ------------MANUFACTURER MANUFACTURER -------------------------------

INSTALLED BY EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES OPERATIONS EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES OPERATIONS EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES GENERAL CONTRACTOR EQUIPMENT SERVICES GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR OPERATIONS GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES OPERATIONS OPERATIONS OPERATIONS EQUIPMENT SERVICES OPERATIONS OPERATIONS OPERATIONS EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES OPERATIONS OPERATIONS GENERAL CONTRACTOR OPERATIONS EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR OPERATIONS OPERATIONS OPERATIONS OPERATIONS GENERAL CONTRACTOR OPERATIONS GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR

REMARKS

#1 #2 #3

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com #3

Consultants

Certification

Signature

DAVID C. NORBACK

Registration Number Date

#52 #53 #54 #55

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Signature #45 #11 #10 #7 #57 #41

11902

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

Project For

2915 WAREHOUSE VALLEY HIGH DRIVE

#17 #45 #31 #31 RELOCATED FROM HILTON CL-21

PHASE IIFIT - UP PACKAGE PROJECT # 7R121080

Project No.

6287.048.01

Drawn By

BCS

Checked By MOUNT AT 3'-6" A.F.F. TO BOTTOM

MOUNT AT 3'-0" A.F.F. TO BOTTOM MOUNT AT 3'-0" A.F.F. TO BOTTOM

MOUNT AT 2'-6" A.F.F. TO BOTTOM MOUNT AT 5'-0" A.F.F. TO BOTTOM

MLK/JHA

Date

11/27/13

Revisions No.

Date

Description

EQUIPMENT SCHEDULE AND SPECIALTY EQUIPMENTS SCHEDULE

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A802.2

PHASE II - FREEZER SCHEDULE

TAG 126 127 128 130 133 134 135 136 137 138 139 141 142 143 144 145 146 147 148 149 150 152 154 155 156 157 995 996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009

EXIST ROOM ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-12-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60

DESCRIPTION -170 CRYOGEN -170 CRYOGEN LIQUID NITROGEN TANK -80 FREEZER REFRIGERATOR +4 -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER REFRIGERATOR +4 REFRIGERATOR +4 -20 FREEZER REF/FREEZER -20 FREEZER -20 FREEZER REFRIGERATOR +4 -20 FREEZER REF/FREEZER -20 FREEZER REF/FREEZER -20 FREEZER REFRIGERATOR +4 -20 FREEZER -20 FREEZER REF/FREEZER -80 FREEZER LIQUID NITROGEN TANK CYRO STORAGE CYRO STORAGE CYRO STORAGE CYRO STORAGE LIQUID NITROGEN TANK -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER HETO VAC

QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

ORDERED BY -----------------------------------------------------------------------------------

SUPPLIED BY -----------------------------------------------------------------------------------

1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1043 1044 1045 1046 1047 1048 1049 1050 1052

ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-13-60 ST-SL-29A ST-SL-29A ST-SL-29A ST-SL-29A ST-SL-29A ST-SL-29A ST-SL-29A ST-SL-29A ST-SL-29A

-80 FREEZER LIQUID NITROGEN TANK LIQUID NITROGEN TANK LIQUID NITROGEN TANK CYRO SAFE CYRO SAFE LIQUID NITROGEN TANK -20 FREEZER CYRO STORAGE LIQUID NITROGEN TANK LIQUID NITROGEN TANK -80 FREEZER -80 FREEZER -80 FREEZER CYRO MED FREEZER LIQUID NITROGEN TANK LIQUID NITROGEN TANK -80 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER SPEED VAC

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240

-----------------------------------------------------------

1073

SW-1-01

DRY ICE MOBILE CHEST

1-240

RESEARCH STORAGE

---

1074

SW-1-01

DRY ICE MOBILE CHEST

1-240

RESEARCH STORAGE

---

1075

SW-1-01

DRY ICE MOBILE CHEST

1-240

RESEARCH STORAGE

---

1076

SW-1-01

DRY ICE MOBILE CHEST

1-240

RESEARCH STORAGE

---

1077 1078 1079 1080 1081 1082 1083

SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-01

-80 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER CYRO STORAGE CYRO STORAGE LN2

1 1 1 1 1 1 1

1-240 1-240 1-240 1-240 1-240 1-240 1-240

RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE

---------------

1084 1085 1086

SW-1-01 SW-1-01 SW-1-01

-80 FREEZER -80 FREEZER LN2

1 1 1

1-240 1-240 1-240

RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE

-------

1087 1088 1089 1090 1091 1092 1093

SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-01

-80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER STORAGE TANK

1 1 1 1 1 1 1

1-240 1-240 1-240 1-240 1-240 1-240 1-240

RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE

---------------

1094 1095 1096 1097 1098 1099 1100 1101 1102 1103 1104 1105 1106 1107 1108 1109 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1127 1128 1129 1130 1131 1132 1133 1134 1135 1136 1137 1138 1139 1140 1141 1142 1143 1144 1145 1146 1147 1148

SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-01 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10

-80 CHEST FREEZER -80 FREEZER -80 CHEST FREEZER -80 FREEZER -80 FREEZER -80 CHEST FREEZER -80 CHEST FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240

RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE

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C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:07 PM

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INSTALLED BY OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS EQUIPMENT SERVICES OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS EQUIPMENT SERVICES GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR GENERAL CONTRACTOR OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS GENERAL CONTRACTOR OPERATIONS OPERATIONS GENERAL CONTRACTOR OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS GENERAL CONTRACTOR OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS

REMARKS

#76 EVE #77 ADAM #78 DAVID #79 GOLIATH #17 #12 #5 #1 #8 #9 #20

#3 #81 #80 #83 #82

SAMPSON

#32 #34 #38

G. PETERSON #16 #53 #52 #55 #31 #54 1607 GUGG w/ Plumbing Connection

#B-1 #B-2

#11 #1

#6 #43 #3 #5 #60 #55

#41 #52 #51 #1 #3 #4 #5 #6 #7 #8 #9 #10 #12 #13 #14 #15 #16 #17 #18 #19 #20 #21 #22 #23 #24 #25 #26 #27 #28 #29 #30 #31 #32 #33 #34 #35 #36 #37 #38 #39 #40 #41 #42 #43 #44 #45 #46 #47 #48 #49 #50 #50

TAG 1149 1150 1151 1152 1153 1154 1155 1156 1157 1158 1159 1160 1161 1162 1163 1164 1165 1166 1167 1168 1169 1170 1171 1172 1173 1174 1175 1176 1177 1178 1179 1180 1181 1182 1183 1184 1185 1186 1187 1188 1189 1191 1192 1193 1194 1195 1196 1197 1198 1199 1200 1201 1202 1203 1204 1205 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216 1217 1218 1219 1220 1221 1222 1223 1224 1225 1226 1227 1228 1229 1230 1231 1232 1233 1234 1235 1236 1237 1238 1239 1240 1241 1242 1243 1244 1245 1246 1247 1248 1249 1250 1251 1252 1253 1254 1255 1256 1257 1258 1259 1260 1261 1262 1263 1264 1265 1266 1267 1268 1269 1271 1272 1273 1274 1275 1277 1278 1279 1280 1281 1282 1283 1284 1285 1286 1287 1288 1289 1290 1291 1292 1293 1294 1295 1296 1297 1298 1299 1300 1301 1302 1303 1304 1305 1306

EXIST ROOM SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-10 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80

DESCRIPTION -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -20 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -20 FREEZER -80 FREEZER REFRIGERATOR +4 -70 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -20 FREEZER -20 FREEZER -70 FREEZER -80 FREEZER -20 FREEZER -70 FREEZER -80 FREEZER -20 FREEZER -20 FREEZER -20 FREEZER -20 FREEZER -20 FREEZER -70 FREEZER -20 FREEZER -20 FREEZER -20 FREEZER -20 FREEZER -70 FREEZER -70 FREEZER REFRIGERATOR +4 -80 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 REFRIGERATOR +4 -80 FREEZER -80 FREEZER -80 FREEZER REFRIGERATOR +4 -20 FREEZER -20 FREEZER REFRIGERATOR +4 -20 FREEZER REFRIGERATOR +4 REFRIGERATOR +4 -80 FREEZER -80 FREEZER -20 FREEZER -20 FREEZER -20 FREEZER -20 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -30 FREEZER -30 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -20 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER REFRIGERATOR +4 -20 FREEZER -20 FREEZER -20 FREEZER REFRIGERATOR +4 -70 FREEZER REFRIGERATOR +4 -70 FREEZER -70 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER REFRIGERATOR +4 -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER

QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

ROOM NO. 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240 1-240

NEW ROOM RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE RESEARCH STORAGE

ORDERED BY ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

PHASE II - FREEZER SCHEDULE SUPPLIED BY ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

INSTALLED BY OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS OPERATIONS

REMARKS #52 #53 #54 #55 #56 #57 #58 #59 #60 #61 #62 #63 #64 #65 #66 #67 #68 #69 #70 #71 #72 #73 #74 #75 #76 #77 #78 #79 #80 #81 #82 #83 #84 #85 #86 #87 #88 #90 #91 #92 #93 #94 #96 #97 #98 #99 #100 #103 #105 #106 #107 #108 #109 #110 #111 #112 #113 #114 #116 #117 #118 #120 #121 #122 #123 #124 #125 #126 #127 #128 #129 #130 #131 #132 #133 #134 #135 #136 #137 #138 #139 #140 #141 #142 #143 #156 #155 #145 #146 #147 #148 #149 #150 #151 #152 #153 #154 #157 #158 #159 #160 #161 #162 #163 #165 #166 #167 #169 #170 #172 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #15 #16 #17 #18 #19 #20 #21 #22 #23 #24 #25 #26 #27 #28 #29 #30 #31 #33 #34 #35 #36 #37 #38 #40 #41 #42 #43 #44 #45

TAG 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1320 1321 1322 1323 1324 1325 1326 1327 1328 1329 1330 1331 1332 1333 1334 1335 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 1348 1349 1350 1351 1352 1353 1354 1355 1356 1357 1358 1359 1360 1362 1363 1364 1365 1366 1367 1368 1369 1370 1371 1372 1373 1374 1375 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044 2045 2046 2047 2048 2049 2050 2051 2053 2054 2055 2057 2058 2059 2060 2061 2062 2063 2064 2065 2066 2067 2069 2070 2072 2074 2078 2083 2084 2085

EXIST ROOM SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 SW-1-80 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-90 GU-12-90 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-12-91 GU-11-93 GU-12-90 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-90 GU-11-90 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93 GU-11-93

2086

GU-11-93

2087 GU-12-91 2088 GU-12-91 Grand total: 437

DESCRIPTION -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER REFRIGERATOR +4 -80 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -20 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -70 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -20 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -140 CHEST FREEZER -80 CHEST FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -20 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -20 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -20 FREEZER -20 FREEZER -80 FREEZER -80 FREEZER -20 FREEZER -80 FREEZER -20 FREEZER -20 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -20 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER -80 FREEZER LN2 LN2 CYRO STORAGE CYRO STORAGE

QTY 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SUPPLIED BY -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1-240

RESEARCH STORAGE

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1 1 437

1-240 1-240

RESEARCH STORAGE RESEARCH STORAGE

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REMARKS #46 #47 #48 #49 #50 #51 #52 #53 #54 #55 #56 #57 #58 #59 #60 #61 #62 #63 #64 #65 #66 #67 #68 #69 #70 #72 #73 #74 #75 #76 #77 #78 #79 #80 #81 #82 #83 #84 #85 #86 #88 #90 #91 #93 #94 #95 #96 #97 #99 #100 #102 #103 #104 #105 #106 #107 #108 #109 #110 #115 #116 #117 #120 #121 #122 #123 #124

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

Certification

Signature Registration Number Date

#31 #15 # #20 #21 #22 #22 #24 #25 #26 #27 #28 #29 #30 #20 #11 #39 #5 #4 #37 #38 #41 #42 #6 #8 #19 #43 #40 #25 #26 #27 #28

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

Signature

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

Project For

2915 WAREHOUSE VALLEY HIGH DRIVE

#8 #7 #6 #5 #4 #3 #16 #1 DARLA #43 #10 #14 #12

DAVID C. NORBACK

PHASE IIFIT - UP PACKAGE PROJECT # 7R121080

Project No.

6287.048.01

Drawn By

TCM

Checked By

MLK/JHA

Date

11/27/13

Revisions No.

Date

Description

#36 #11 #14 #45 #12 #23 #22 #24 #48 #46 #3 #1

#76 EVE SAMPSON

FREEZER SCHEDULE

A803.2

1 A920.2

15' - 0" 2 A920.2

2 A920.2

5' - 0"

5' - 10"

10' - 0"

13 13

OFFICE 1-221A - WEST WALL ELEVATION

1/4" = 1'-0"

SHIPPING / KIT PRODUCTION 1-221 - SOUTH WALL ELEVATION

1/4" = 1'-0"

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

20' - 1"

OFFICE 1-221A - SOUTH WALL ELEVATION

4' - 0"

5' - 0"

3 3' - 0"

5' - 0"

10' - 0"

4' - 0"

4' - 6"

3' - 0"

8' - 0"

3' - 0"

6' - 2"

5' - 4"

Consultants

SHIPPING / KIT PRODUCTION 1-221 - WEST WALL ELEVATION

1/4" = 1'-0"

1 A920.2 20' - 0" 12' - 0"

8' - 0"

3' - 0"

10' - 0"

Signature

1039

4' - 0"

Date

2' - 2"

13 12' - 0"

5' - 0"

SHIPPING / KIT PRODUCTION 1-221 - CENTER ISLAND WEST

Signature

1/4" = 1'-0"

DAVID C. NORBACK

Registration Number

SHIPPING / KIT PRODUCTION 1-221 - EAST WALL ELEVATION

12.13.13

15' - 0" 7 A920.2

11902

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

30SC

DAVID C. NORBACK

Registration Number

1040

3' - 0"

4' - 0"

1041

2' - 10"

3' - 0"

Certification

1543

5' - 0"

4' - 0"

8' - 0"

1038

2 13

E F

10' - 0"

1036

1037

3' - 0"

1042

11 3

1035

1/4" = 1'-0"

SHIPPING / KIT PRODUCTION 1-221 - NORTH WALL ELEVATION

Date

11902 12.13.13

1/4" = 1'-0" Project For

1 A920.2 6' - 0"

9' - 0"

6' - 0"

5' - 0" 15 A922.2

1' - 6" K

6' - 0 1/4"

1' - 11"

30SC

TC3678

MC3660L

MC3672L

12 A922.2 4' - 0"

4' - 0"

2915 WAREHOUSE VALLEY HIGH DRIVE PHASE IIFIT - UP PACKAGE

TC3678

24BD4 MC3660L

MC3660R

4' - 9"

3' - 0"

5' - 6"

1515

2' - 6"

4' - 0"

5' - 0"

4' - 0"

3' - 0"

1516

1517

1032 5' - 6"

3 1523

10' - 0"

1522

10' - 0"

1521

15 A922.2

3' - 0"

10' - 0"

7 A920.2

PROCESSING LAB 1-212 - SOUTH WALL ELEVATION - 1

1/4" = 1'-0"

PROJECT # 7R121080

PROCESSING LAB 1-212 ISLAND 1 - NORTH VIEW

1/4" = 1'-0"

PROCESSING LAB 1-212 - WEST WALL ELEVATION

1/4" = 1'-0"

PROCESSING LAB 1-212 - ISLAND 1 - EAST VIEW

1/4" = 1'-0"

COAT CLOSET WEST WALL

COAT CLOSET NORTH WALL

1/4" = 1'-0"

2 A920.2 8' - 2"

4' - 0"

16' - 3 1/4"

4' - 0"

2' - 6"

36BC1 MC3678RS

4' - 6"

30BD4

PROCESSING LAB 1-212 - ISLAND 1 - WEST VIEW

1510

PROCESSING LAB 1-212 - EAST WALL ELEVATION

PROCESSING LAB 1-212 - SOUTH WALL ELEVATION - 2

1/4" = 1'-0"

6287.048.01

Drawn By

JAS/BCS

Checked By

1514

MC3672L

1/4" = 1'-0"

36BC1

1516

1519

1508

2' - 6"

1509

10' - 0"

Project No.

4' - 0"

2' - 6"

3' - 0"

10' - 0"

PROCESSING LAB 1-212 - ISLAND 2 - NORTH VIEW 1/4" = 1'-0"

MLK/JHA

Date

11/27/13

Revisions No.

Date

Description

KEYNOTES - PHASE II - INTERIOR ELEVATIONS 1 2

30BC1 MC3660L

PROCESSING LAB 1-212 ISLAND 2 - EAST 1/4" = 1'-0"

24BD4 MC3660L

PROCESSING LAB 1-212 - ISLANDS - SOUTH VIEW 1/4" = 1'-0"

1505

1506

1507

1525 14

1524

1526

10' - 0"

1527 14

2' - 10"

1504

3' - 0"

1519 4' - 0"

1515

2' - 6"

1519

10' - 0"

PROCESSING LAB 1-212 - NORTH WALL ELEVATION 1/4" = 1'-0"

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

STANDARD LAB COAT HOOK STRIP MOUNTED AT 4'-6" A.F.F. UNLESS NOTED OTHERWISE - SEE DETAIL 18/A920.2 STANDARD STEEL COUNTERTOP SUPPORT WALL BRACKET (29X24) - SEE DETAIL 13/A920.2 ELECTRIC/ VOICE/ DATA RACEWAY - COORDINATE WITH ELECTRICAL PLASTIC LAMINATE PIPETE RACK - SEE DETAIL 12/A920.2 RELOCATED CENTRIFUGE CART FROM HILTON CL-21. FURNITURE - SEE FURNITURE PLAN (I301.2) WALL MOUNTED SINK - SEE MECHANICAL DRAWINGS PLASTIC LAMINATE FILLER. PLASTIC LAMINATE WALL CLEAT. CEILING MOUNTED SAFETY SHOWER - SEE MECHANICAL DRAWINGS DECK MOUNTED EYE WASH - SEE MECHANICAL DRAWINGS 1" PLASTIC LAMINATE BACKER BOARD MOUNTED TO MOBILE CASEWORK. EXISTING MOBILE CASEWORK UNIT RELOCATED FROM STABILE SL-16. EXISTING MOBILE CASEWORK UNIT RELOCATED FROM HILTON CL-21. RELOCATED WOOD TANK STORAGE RACK FROM SOUTH WAREHOUSE 1-10H. GAS CYLINDER RACK AND HOOK - SEE DETAIL 20/A920.2 HOLLOW METAL PROTECTION RAIL - PAINT - SEE DETAIL 10/A922.2 SURFACE APPLY 1/2" FIRE TREATED PLYWOOD AT 4'-6" A.F.F. TO FACE OF GYP. BD. SERVICE FAUCET AND HOSE BRACKET - SEE MECHANICAL PLASTIC LAMINATE SLOPED LOCKER TOP - SEE DETAIL 20/A921.2

INTERIOR ELEVATIONS

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:11 PM

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A901.2

KEYNOTES - PHASE II - INTERIOR ELEVATIONS 1 A920.2

2 A920.2

5' - 9"

4' - 9 1/2"

2 A920.2

8' - 0"

OFFICE 1-211C - SOUTH WALL ELEVATION 1/4" = 1'-0"

OFFICE 1-211C - WEST WALL ELEVATON

4' - 6"

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

3' - 0"

8' - 0"

5' - 10"

9' - 0"

3' - 0"

5' - 1 1/2"

1/4" = 1'-0"

OFFICE 1-212A - NORTH WALL ELEVATION 1/4" = 1'-0"

7 A210.2

OFFICE 1-212A - EAST WALL ELEVATION

ENTRY 1-243 FEATURE WALL - NORTH WALL ELEVATION

1/4" = 1'-0"

1' - 9 1/4"

5' - 10"

1' - 9 3/4"

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

1/4" = 1'-0"

2 A920.2

5 A210.2

2 A920.2

5' - 10"

3' - 9"

5' - 10"

2' - 4 3/4"

5' - 10"

1' - 9 1/4"

Certification

6' - 0"

9' - 2"

3' - 0" 9' - 0"

9' - 2"

10' - 0"

3' - 0"

4' - 6"

Signature

DAVID C. NORBACK

6 Registration Number Date

CORRIDOR 1-200-1 - WEST WALL ELEVATION

OPEN OFFICE 1-211 - NORTH WALL ELEVATION

1/4" = 1'-0"

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

OPEN OFFICE 1-211 - SOUTH WALL ELEVATION

1/4" = 1'-0"

11902

1/4" = 1'-0" 2 A920.2

Signature

DAVID C. NORBACK

2' - 10"

1392 8 1" 5 A210.2

30BC1

6 A920.2

1/4" = 1'-0" 10 A920.2

2 A920.2

12.13.13

Project For

CORRIDOR 1-200-1 - EAST WALL ELEVATION

COPY / PRINT 1-211F - NORTH WALL ELEVATION

3 A920.2

5 A920.2

COPY / PRINT 1-211F - EAST WALL ELEVATION

1/4" = 1'-0"

2915 WAREHOUSE VALLEY HIGH DRIVE

1/4" = 1'-0"

2 A210.2

VWC-5

PHASE IIFIT - UP PACKAGE

5' - 10" 3630W

3630W

CWT-2

MCB3018 MCB3018

30BC1

3' - 0"

18BD4 18BD4 16' - 2"

30BC1

2001

2000

30BC1

9' - 0"

7' - 10"

2007 2002

8' - 0"

PROJECT # 7R121080

2' - 10"

2007 2003

8' - 0"

2' - 0"

2007 4' - 6"

4' - 6"

2007

2' - 10"

VWC-5

CWT-2

8' - 0"

9' - 0"

8' - 0"

3' - 0"

1' - 6"

MCB3018 3030W

4' - 0"

5' - 1 1/2"

8' - 0"

30BC1 18BD4

Date

8' - 0"

3' - 0"

11902

4' - 6"

8' - 0"

8' - 1 1/4"

10' - 0"

Registration Number

8' - 10"

4 A920.2

OFFICE 1-211G - NORTH WALL ELEVATION

1/4" = 1'-0" 2 A210.2

VWC-5

OFFICE 1-211G - EAST WALL ELEVATION

1/4" = 1'-0"

BREAKROOM 1-209 - EAST WALL ELEVATION 1/4" = 1'-0" 2 A210.2

VWC-5 VWC-5

MEN'S TOILET 1-203 - SOUTH WALL ELEVATION

1/4" = 1'-0"

VWC-5

MEN'S TOILET 1-203 - WEST WALL ELEVATION 1/4" = 1'-0"

VWC-5

CWT-2

MEN'S TOILET 1-203 - NORTH WALL ELEVATION

1/4" = 1'-0" Project No.

2 A210.2

VWC-5

3 A920.2

6287.048.01

Drawn By

JAS/BCS

CWT-2

3636W

1836W

Checked By

MLK/JHA

G H

Date F

2' - 10"

5' - 0"

2' - 10"

3' - 0"

8' - 0"

9' - 0"

8' - 0"

9' - 0"

8' - 0"

7' - 10"

B-18 B-42 C B-36

8' - 0"

9' - 0"

11/27/13

Revisions

3' - 0" 17

18BD4

No.

4' - 7"

Date

Description

4 A920.2

1/4" = 1'-0"

WOMEN'S TOILET 1-127 - SOUTH WALL ELEVATION 1/4" = 1'-0"

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:17 PM

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B-36 B-42

1/4" = 1'-0"

VWC-5

B-18 B-42 C

1/4" = 1'-0"

VWC-5

CWT-1

B-18 B-42 C D B-36

WOMEN'S TOILET 1-201 - EAST WALL ELEVATION

VWC-5

B-36

2' - 10"

8' - 0"

1/4" = 1'-0"

2' - 10"

8' - 0"

L B-36 B-42

WOMEN'S TOILET 1-201 - NORTH WALL ELEVATION

VWC-5

8' - 0"

CWT-1

WOMEN'S TOILET 1-201 - WEST WALL ELEVATION

8' - 0"

1/4" = 1'-0"

WOMEN'S TOILET 1-201 - SOUTH WALL ELEVATION

8' - 0"

MEN'S TOILET 1-203 - EAST WALL ELEVATION

LACTATION ROOM 1-126 - EAST WALL ELEVATION

WOMEN'S TOILET 1-127 - WEST WALL ELEVATION 1/4" = 1'-0"

WOMEN'S TOILET 1-127 - NORTH WALL ELEVATION 1/4" = 1'-0"

WOMEN'S TOILET 1-127 - EAST WALL ELEVATION 1/4" = 1'-0"

MEN'S TOILET 1-128 - SOUTH WALL ELEVATION 1/4" = 1'-0"

MEN'S TOILET 1-128 - WEST WALL ELEVATION 1/4" = 1'-0"

MEN'S TOILET 1-128 - NORTH WALL ELEVAITON 1/4" = 1'-0"

MEN'S TOILET 1-128 - EAST WALL ELEVATION 1/4" = 1'-0"

INTERIOR ELEVATIONS

A902.2

1 A920.2 33' - 9 1/4" 15' - 3"

5' - 0"

6' - 0"

KEYNOTES - PHASE II - INTERIOR ELEVATIONS

11' - 6"

6' - 0"

6' - 4 1/4"

2' - 10"

1449

1426

1428

1499 1431 1441

MC3660L

1537

3' - 0"

W5 3

6' - 0"

4' - 0"

1427

5' - 0"

1438 1422

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1502

1498

1458

MC3660L 14' - 11 3/4"

1503

MC3660R

MC3672R

1459

1460

1459

1460

MC3672L

1459 5' - 0"

3' - 0"

E F

2' - 10"

10' - 0"

2' - 0"

1 1/4"

MAIN LAB 1-207 - WEST WALL ELEVATION

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

1/4" = 1'-0"

5' - 0" 1' - 0"

5' - 0"

5' - 0" 12

991

24RO MC3660LS

1440

1446

1535

Signature

DAVID C. NORBACK

Registration Number

24RO MC3660LS

MC3660LS

24BD4WB MC3660LS

24BD4WB MC3660RS

MC3672RS

55SC1

TC3678

MC3672RS

3' - 0"

1419

3' - 0"

1452

1424

5' - 0"

Date

1455

3' - 0"

1455

1500

1425

7' - 0"

1413 1423

10' - 0"

1501

10' - 0"

3' - 6"

10' - 0"

1467

1436

1453

1' - 0"

3' - 6"

5' - 0"

Certification

3' - 0"

MC3660LS

12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

4' - 9"

MC3660LS

Signature

7 A920.2

DAVID C. NORBACK

Registration Number

MAIN LAB 1-207 - WEST ISLAND - EAST VIEW

MAIN LAB 1-207 - WEST ISLAND END CAP - SOUTH VIEW

1/4" = 1'-0"

11902

Date

MAIN LAB 1-207 - CENTER BENCHES NORTH VIEW

11902 12.13.13

Project For

1/4" = 1'-0"

1 A920.2 5"

10' - 3"

25' - 0"

5' - 0"

6' - 0"

2915 WAREHOUSE VALLEY HIGH DRIVE

1/4" = 1'-0"

MAIN LAB 1-207 - BENCH 2 SOUTH VIEW

1/4" = 1'-0"

3' - 0"

5' - 0"

PHASE IIFIT - UP PACKAGE

1438 1537

21' - 10 1/2"

RESEARCH STORAGE 1-240 - NORTH WALL ELEVATION

1418

MC3660L

MAIN LAB 1-207 - BENCH 3 SOUTH VIEW

1/4" = 1'-0"

5' - 0" 1' - 0"

MC3660LS

MAIN LAB 1-207 - BENCH 1 SOUTH VIEW

1430

3' - 0"

1432

5' - 0"

1420

6 2' - 10"

2' - 10"

4' - 0"

10' - 0"

MC3660LS

F E

3' - 0"

MAIN LAB 1-207 - SOUTH WALL ELEVATION

1/4" = 1'-0"

PROJECT # 7R121080

1/4" = 1'-0"

5' - 0"

3' - 0"

1' - 0"

3' - 0"

1' - 0"

10' - 0"

Project No.

7' - 0"

55SC1

Drawn By

1444

1415

1417

729

1447

730

JAS/BCS

Checked By

MLK/JHA

Date

3' - 0"

7' - 0"

6287.048.01

1437

4' - 9"

55SC1

1" MC3660LS

4' - 9"

MC3660LS

24BD4WB MC3660LS

MC3660LS

11/27/13

1434

24BD4WB MC3660LS

7 A920.2

Revisions

MAIN LAB 1-207 - WEST, CENTER, & EAST ISLAND END CAPS NORTH VIEW

1/4" = 1'-0"

No.

MAIN LAB 1-207 - WEST ISLAND - WEST VIEW

Date

Description

1/4" = 1'-0"

5' - 0" 1' - 0"

5' - 0"

3' - 0"

1' - 0"

5' - 0" 12

24BD3WB MC3060LS

MC3060LS

7' - 0"

24RO MC3060LS

24BD4WB MC3660RS

3' - 0"

2' - 6"

10' - 0"

4' - 0"

10' - 0"

1482

MC3660RS

24BD4WB MC3660RS

24BD4WB MC3660LS

MC3660LS

24BD4WB MC3660LS

55SC1

4' - 9" 7 A920.2

MAIN LAB 1-207 - CENTER ISLAND - EAST ELEVATION 1/4" = 1'-0"

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:21 PM

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MAIN LAB 1-207 - CENTER & EAST ISLAND END CAPS - SOUTH VIEW

INTERIOR ELEVATIONS

1/4" = 1'-0"

A903.2

5' - 0" 3' - 0"

1' - 0"

3' - 0"

1' - 0"

8' - 2"

3' - 2"

11' - 11 1/2" EQ

5' - 0"

3' - 10"

4' - 0"

3' - 9"

55SC1

MC3660LS

3' - 0"

55SC1

1395

1398

30BC1

8' - 2"

4' - 9"

3' - 0"

30BC1

846

847

992

994

993 4' - 6"

3 4' - 0"

4' - 0"

5' - 0"

845

1534

6' - 0"

5' - 0"

1429

4' - 9"

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

8' - 2" 5 A920.2

7 A920.2

MAIN LAB 1-207 - WEST, CENTER & EAST ISLAND END CAPS SOUTH VIEW

3' - 10"

10' - 0"

3' - 0"

1454

1443 1393

7' - 0"

1453

3' - 0"

7' - 0"

10' - 0"

MC3660LS

1 A920.2

11' - 6"

3' - 0"

1' - 0"

1 A920.2

5' - 0"

MAIN LAB 1-207 - NORTH WALL ELEVATION

1/4" = 1'-0"

Consultants

PRC IMAGING 1-208 - SOUTH WALL ELEVATION

1/4" = 1'-0"

1 A920.2 5' - 0"

5' - 0"

Certification

2 A920.2

2 A920.2 4' - 10"

3' - 0"

4' - 0"

Signature

17' - 11 3/4"

2' - 11"

4' - 6"

4' - 0"

Date

PRC IMAGING 1-208 - NORTH WALL ELEVATION

1/4" = 1'-0"

OFFICE 1-207C - EAST WALL ELEVATION

1/4" = 1'-0"

MAIN LAB 1-207 - CENTER & EAST ISLAND END CAP - SOUTH VIEW

1/4" = 1'-0"

12.13.13

MAIN LAB 1-207 - EAST ISLAND END CAP - NORTH VIEW

1/4" = 1'-0"

Signature

1/4" = 1'-0"

DAVID C. NORBACK

Registration Number Date

11902 12.13.13

Project For

6' - 0"

11902

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

MC3660L

OFFICE 1-207C - NORTH WALL ELEVATION

DAVID C. NORBACK

Registration Number

10' - 0"

4' - 0"

10' - 0"

8' - 0"

989

5' - 0"

8' - 0"

3' - 0"

10' - 0"

3' - 0"

5' - 0"

8' - 0"

1412

1542

1442

1448

1414

4' - 0"

10' - 0"

1471

1472

1466 1470

1468

1473

24BD4WB MC3660RS

MC3660RS

24BD4WB MC3660RS

24BD4WB MC3660LS

MC3660LS

2' - 6"

1469

30BC1 24BD4 MC3660LS

24BD4WB MC3660LS

30RO MC3072RS

30BC1 24BD4 MC3660LS

2915 WAREHOUSE VALLEY HIGH DRIVE

30RO MC3072LS

MAIN LAB 1-207 - CENTER ISLAND - WEST VIEW

PHASE IIFIT - UP PACKAGE

1/4" = 1'-0"

KEYNOTES - PHASE II - INTERIOR ELEVATIONS 5' - 0"

6' - 0"

3' - 6"

10' - 0"

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

1435

1421

24RO MC3660LS

3' - 0"

1465

6 30RO MC3072RS

MC3672RS

24RO MC3060LS

30BC1 24BD4 MC3660LS

24BD4WB MC3660LS

30BC1 24BD4 MC3660LS

24BD4WB MC3660RS

TC3678

24BD4WB MC3660RS

MC3672RS

MC3660RS

MAIN LAB 1-207 - EAST ISLAND - EAST VIEW

1/4" = 1'-0"

PROJECT # 7R121080

Project No.

6287.048.01

Drawn By

JAS/BCS

Checked By

MLK/JHA

Date

10' - 0"

12 6

E F

1482

9 A922.2

11/27/13

MC3660LS

24BD4WB MC3660LS

MC3660LS

2' - 10"

Revisions

30BC1 24BD4 MC3660LS

24BD4WB MC3660LS

30BC1 24BD4 MC3660LS

36BD3 MC3072LS

No.

36BD3 MC3072LS

Date

Description

MAIN LAB 1-207 - EAST ISLAND - WEST VIEW 1/4" = 1'-0" 1 A920.2 30' - 2 1/4"

10' - 0" EQ

11 A920.2

5' - 1"

16 A922.2

4' - 11"

1544

17 A922.2

856

854

1546

1545

133

132

131

2188

4' - 6"

858

7' - 0"

4' - 0"

5' - 0"

4' - 6"

9' - 10"

10' - 0"

5' - 8"

3' - 0"

16 A922.2

INTERIOR ELEVATIONS 30BC1 24BD4 MC3660L

24BD4WB MC3660L

48U3

52' - 4 3/4"

MAIN LAB 1-207 - EAST WALL ELEVATION 1/4" = 1'-0"

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A904.2

2 A920.2 4' - 0"

4' - 8"

4' - 6"

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

4' - 6"

10' - 0"

3' - 0"

10' - 0"

8 1/2"

4 1/4"

3' - 0"

4' - 8"

5' - 10"

3' - 0"

4' - 6"

5' - 10"

4' - 0 3/4"

10' - 0"

4' - 0"

2 A920.2

10' - 0 1/2"

10' - 0"

5' - 0"

2 A920.2

3' - 0"

5' - 0"

2 A920.2

Consultants

OPEN OFFICE 1-207B - SOUTH WALL ELEVATION

OPEN OFFICE 1-207B - NORTH WALL ELEVATION - 1

1/4" = 1'-0"

OPEN OFFICE 1-207B - WEST WALL ELEVATION

1/4" = 1'-0"

1 A920.2

1/4" = 1'-0"

OPEN OFFICE 1-207B - EAST WALL ELEVATION 1/4" = 1'-0"

1 A920.2

12' - 0" 6' - 6"

3' - 6"

Certification

6' - 6"

36BC1WB MC3672L

24BD4WB MC3660RS

36BC1WB MC3672L

7' - 0"

Registration Number

1562

1563

1555 9 3' - 2 1/4"

3' - 3"

1554

42SC

24BD4WB MC3660RS

10' - 0"

1560

MICROBIOME 1-204 - SOUTH WALL ELEVATION

1/4" = 1'-0"

MICROBIOME 1-204 - ISLAND END CAP WEST VIEW

1/4" = 1'-0"

12.13.13

24BD4WB MC3660RS

Signature

MICROBIOME 1-204 - EAST WALL ELEVATION

1/4" = 1'-0"

11902

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

7 A920.2

MICROBIOME 1-204 - ISLAND - NORTH VIEW

DAVID C. NORBACK

Date

24BD4 30BC1 MC3660R

24BD4WB MC3660RS

1561

1556

2' - 10"

4' - 0"

Signature

10' - 0"

3' - 0"

1558

1566

11 3' - 0"

5' - 0"

4' - 0"

5' - 0"

1565

1557

1549

1559

1552

10' - 0"

3' - 0"

1' - 0"

OPEN OFFICE 1-207B - NORTH WALL ELEVATION - 2

MICROBIOME 1-204 - ISLAND - SOUTH VIEW

DAVID C. NORBACK

Registration Number Date

1/4" = 1'-0"

11902 12.13.13

Project For

1 A920.2

5' - 1 1/2"

3' - 0"

5' - 0"

2915 WAREHOUSE VALLEY HIGH DRIVE

6 30BO

18BD4

30BO

4' - 0"

4' - 6"

2006

5' - 0"

9' - 0"

8' - 0"

4' - 6"

2005

PHASE IIFIT - UP PACKAGE

9' - 3"

MICROBIOME 1-204 - NORTH WALL ELEVATION

2004

24BD4WB MC3660R

5' - 0"

3' - 0"

1551

3' - 2 1/2"

3' - 0"

1564

1550

8' - 0"

1553

4' - 0"

1548

14' - 3"

5' - 10"

10' - 0"

1 A920.2

2 A920.2

12' - 0"

2 A920.2

3' - 0"

6' - 5"

OFFICE 1-205A - NORTH WALL ELEVATION

1/4" = 1'-0"

6 A920.2

OFFICE 1-205A - EAST WALL ELEVATION

BREAKROOM 1-209 - SOUTH WALL ELEVATION

1/4" = 1'-0"

9 A920.2

OPERATIONS SHOP 1-222 - WEST WALL ELEVATION

PROJECT # 7R121080

1/4" = 1'-0"

8' - 0" 1"

24BD4 MC3660L

5" 8

30BO

30SC

8' - 0"

12' - 0"

2129

16 4' - 0"

2068

2073

2071

6287.048.01 JAS/BCS

Checked By

MLK/JHA

Date

1' - 4"

5' - 0"

Project No. Drawn By

6' - 4"

6' - 8" 9 A920.2

1' - 6"

3' - 0"

4' - 0"

4' - 6"

2' - 10"

3' - 0"

4' - 0"

5' - 0"

2114

2113

2133

4' - 6"

2111 30BO MC3660L

2134

3' - 0"

4' - 0"

2109

3036W

3' - 0"

2131

3' - 0"

12' - 0"

3036W

4' - 0"

12' - 0"

4' - 0"

3 A920.2

4' - 6"

1 A920.2

10"

2' - 10"

2112

2135

11/27/13

2136

7 A920.2

Revisions

OPERATION SHOP 1-222 - ISLAND - WEST VIEW

OPERATIONS SHOP 1-222 - SOUTH WALL ELEVATION

1/4" = 1'-0"

2 A920.2 4' - 10"

4' - 10"

OPERATIONS SHOP 1-222 - NORTH WALL ELEVATION 1/4" = 1'-0"

2 A920.2 EQ

4' - 10"

OPERATIONS SHOP 1-222 - EAST WALL ELEVATION

2 A920.2 6' - 5"

6' - 5"

No.

Date

Description

1/4" = 1'-0"

2 A920.2

6' - 5"

9 3/4"

6' - 2"

1' - 0"

6' - 2"

KEYNOTES - PHASE II - INTERIOR ELEVATIONS

OFFICE 1-205B - WEST WALL ELEVATION 1/4" = 1'-0"

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10' - 0"

OFFICE 1-205A - NORTH WALL ELEVATION 1/4" = 1'-0"

5' - 0"

3' - 0"

3' - 0" 5' - 0"

5' - 0"

10' - 0"

3' - 0" 10' - 0"

5' - 0"

10' - 0"

3' - 0"

OFFICE 1-205 - SOUTH WALL ELEVATION 1/4" = 1'-0"

OFFICE 1-205 - NORTH WALL ELEVATION 1/4" = 1'-0"

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

INTERIOR ELEVATIONS

A905.2

ACCESSORY MOUNTING DIAGRAM FOR MINIMUM ADA GUIDELINES

INFORMATION HERE IS FOR REFERENCE ONLY. ANY DIMENSIONS, NOTES, TEXT OR FINISHES ON ARCHITECTURAL PLANS OVERRIDES THE INFORMATION FOUND ON THIS SHEET.

SCALE: 1/2" = 1'-0"

2' - 0"

NOTE: REFER TO TOILET PLAN LAYOUT FOR GRAB BAR DIMENSIONS AND LAYOUT

3' - 0" MIN. 1' - 0"

2' - 0"

42" 3' -MIN. 6"

1' - 0" MAX.

40" MAX. 5' - 0"

MIN.

1' - 6"

TOILET SEAT HEIGHT

48" MAX.

(3'-6" AT COUNTER)

WALL MOUNTED SINK HEIGHT

GRAB BAR HEIGHT

TOILET TISSUE DISPENSER

SANITARY PRODUCT DISPOSAL

SOAP DISPENSER

PAPER TOWEL DISPENSER

SHARPS CONTAINER

3' - 0" MIN. CLEAR

3' - 0" MIN.

Date

4' - 6" MIN.

7" - 9"

5' - 0" CLEAR

2' - 8" CLEAR TYP.

3' - 6" MIN.

(SEE PLAN)

1' - 0" 3'-3" - 3'-5"

Signature

DAVID C. NORBACK

Date

E1 1' - 6"

30"x48" CLEAR FLOOR SPACE

11902

PARTITION

18" GRAB BAR

Project For

OPTIONAL SANITARY NAPKIN DISPOSAL UNIT AREA

17"-19" 1' - 6"

5 17/64"

7" - 9"

TS2 36" WIDE STALL

TS3 URINAL STALL

TOILET STALL ELEVATION

3' - 0" MAX.

2' - 3" MIN

9" MIN.

15" MIN.

(WOMEN'S ONLY)

TO SPUOT AT H.C.

1' - 6"

2'-9" - 3'-0"

3'-3" - 3'-5"

42" GRAB BAR

6" MIN.

TS1 60" WIDE ADA STALL - FRONT

12.13.13

3' - 6" 1' - 0"

TO RIM @ H.C.

1' - 5" MAX

3' - 8" MAX

TO CONTROLS @ H.C.

3' - 6" CLEAR TO WALL

2' - 8" MIN.

3' - 6"

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

T1 A910.2

LATCH APPROACH

11902 12.13.13

Registration Number

2' - 8" MIN.

OTHER APPROACH

30"x48" CLEAR FLOOR SPACE

4' - 0"

3" 3' - 6" MIN.

4' - 6" (MN CODE)

(MN CODE) 4' - 0"

DAVID C. NORBACK

Registration Number

4' - 0"

CEILING LINE

7" - 9"

MIN.

1' - 0" MIN.

MIN.

Certification

Signature

1 ' -6 "

1' - 6"

6' - 6" MIN.

FRAMED MIRROR

INFORMATION HERE IS FOR REFERENCE ONLY. ANY DIMENSIONS, NOTES, TEXT OR FINISHES ON ARCHITECTURAL PLANS OVERRIDES THE INFORMATION FOUND ON THIS SHEET.

SCALE: 1/2" = 1'-0"

2' - 0"

MAX.

MEASURED TO BOTTOM OF VIEWING SURFACE

1' - 6"

4'-0" MAX. TO DISP. SLOT

TO SPOUT

36" - 48"

Consultants

1' - 6"

STANDARD ADA TOILET STALL DIMENSIONS (BASED ON MINNESOTA GUIDELINES)

1' - 0"

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

7" - 9"

15" MIN.

30" - 33"

39" - 41"

1' - 0"

17"-19"

33" - 36"

39" - 41"

MAX.

3' - 8"

33" - 36"

17" - 19"

2' - 10"

7" - 9"

30" - 33"

1' - 6"

39" - 41"

1' - 6"

18"X5" S.S. SHELF TYPICAL @ STAFF TOILETS

2915 WAREHOUSE VALLEY HIGH DRIVE

8" MIN.

PHASE IIFIT - UP PACKAGE

WC1 WATER CLOSET

PROJECT # 7R121080

Project No.

6287.048.01

Drawn By

JAS

Checked By

MLK/JHA

Date

11/27/13

Revisions No.

Date

Description

TOILET ELEVATIONS AND MOUNTING HEIGHTS

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A910.2

ADA COMPLIANT SINK AND FAUCET, REFER TO PLUMBING DRAWINGS

1' - 0"

VARIES

2' - 1" 3/4"

VARIES

1' - 0" U.N.O.

3 1/2"

1" PLASTIC LAMINATE BOOKEND (PLAM-1) AS INDICATED IN ELEVATIONS P4100 UNISTRUT CHANNEL HORIZONTAL

STANDARD KV VERTICAL CHANNELS

BACK PANEL WITH PLASTIC LAMINATE (PLAM-1) FACE

11" TYP.

P4100 UNISTRUT CHANNELS VERTICAL

ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE (PLAM-2) OVER 3/4" MDF INCLUDING FLUSH OVERLAY DOOR(S) ON CONCEALED HINGES TYPICAL

SEE ELEVATIONS

3 ' -0 "

VARIES

3/4" PLASTIC LAMINATE SHELVING ON STANDARD KV ADJUSTABLE BRACKETS - SEE ELVATION FOR QUANTITY

SEE ELEVATION

3 ' -0 "

SEE ELEVATION

1" PLASTIC LAMINATE SHELVING (PLAM-1) 1" PLASTIC LAMINATE SHELVING ON UNISTRUT ADJUSTABLE BRACKETS - SEE ELEVATIONS FOR QUANTITY

3/4" PLASTIC LAMINATE BOOKEND - AS INDICATED IN ELEVATIONS (PLAM-1)

DOOR/DRAWER PULL - SEE SPEC.

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

SCHEDULED BASE

SEE ELEVATION

3/4" PLASTIC LAMINATE SHELVING (PLAM-1)

2' - 10"

P4100 UNISTRUT CHANNEL HORIZONTAL

PLASTIC LAMINATE (PLAM-2) COUNTER TOP ON 3/4" MDF WITH BACK SPLASH

WHITE PLASTIC LAMINATE OVER 3/4" MDF INTERIORS W/ ADJUSTABLE SHELF AND 1/4" BACK TYPICAL

2' - 5"

1' - 0" U.N.O.

SEE ELEVATIONS

1 1/2"

5' - 1 1/4"

SEE ELEVATIONS

NOTE: SEE ELEVATIONS FOR THE QUANTITY OF SHELVES, USE HEAVY DUTY UNISTRUT STANDARDS AND BRACKETS. SPACED AT 2'-6" OC MAX

PHASE II - TYPICAL HEAVY DUTY UNISTRUT ADJUSTABLE SHELVING

NOTE: G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED

PHASE II - TYPICAL STANDARD KV ADJUSTABLE SHELVING

3/4" = 1'-0"

Consultants

NOTE: SEE ELEVATIONS FOR THE QUANTITY OF SHELVES, USE STANDARD KV STANDARDS AND BRACKETS. SPACED AT 2'-6" OC MAX

PHASE II - UPPER CABINET - ONE ADJ. SHELF

3/4" = 1'-0"

PHASE II - ADA COMPLIANT SINK SECTION

1" = 1'-0"

1" = 1'-0" Certification COUNTERTOP TYPE: A

COUNTERTOP TYPE: B

DIM.

2' - 0"

2' - 0 1/2"

SEE PLAN

VARIES

SEE PLANS FOR COUNTERTOP SIZE AND TYPE

1/8" DRIP GROOVE

SEE PLANS FOR COUNTERTOP SIZE AND TYPE

1/8" DRIP GROOVE

COUNTERTOP TYPE: C

SEE PLAN

2' - 7"

COUNTERTOP TYPE: D

Signature

DAVID C. NORBACK

DIM.

(2) SLIDE OUT PLASTIC LAMINATE SHELVES WITH HEAVY DUTY SHELF GUIDES

OPEN

1" 11"

OPEN PLASTIC LAMINATE BASE CABINET

OPEN

Registration Number

2' - 1"

Date

SEE ELEVATIONS

PLASTIC LAMINATE BASE CABINET

DIM.

ADJUSTABLE PLASTIC LAMINATE SHELVING SEE ELEVATIONS FOR QUANTITY

OPEN

VARIES

PLASTIC LAMINATE SINK CABINET

OPEN

SEE ELEVATIONS EQ EQ

SEE ELEVATIONS

PLASTIC LAMINATE BASE CABINET W/ DRAWERS

VARIES

PLASTIC LAMINATE BASE CABINET

SEE ELEVATIONS

VARIES

2' - 1"

1/8" DRIP GROOVE

COUNTERTOP TYPE: E

COUNTERTOP TYPE: F

11902 12.13.13

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

DIM. 2' - 4 1/2"

4 1/2"

DIM.

Signature

2' - 4 1/2"

DAVID C. NORBACK

4 1/2"

1' - 7"

11"

Registration Number

1/8" DRIP GROOVE

PHASE II - TYPICAL BASE CABINET SECTION

3/4" = 1'-0"

PHASE II - TYPICAL BASE CABINET SECTION W/ DRAWERS

3/4" = 1'-0"

PHASE II - TYPICAL SINK CABINET SECTION

3/4" = 1'-0"

PHASE II - TYPICAL BASE CABINET SECTION W/ 2 ROLL OUT SHELVES

PHASE II - TYPICAL BASE CABINET SECTION W/ OPEN SHELVING

3/4" = 1'-0"

Project For COUNTERTOP DESIGNATION

3/4" = 1'-0"

C31-PL

INDICATES: FINISH ( SEE BELOW )

DIM TYPICAL FINISHES PL = PLASTIC LAMINATE SS = STAINLESS STEEL AR = ACID RESISTANT

1' - 1"

1' - 6"

ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE OVER 3/4" MDF INCLUDING FLUSH OVERLAY DOOR(S) ON CONCEALED HINGES TYPICAL

WALL LINE

TYPICAL COUNTERTOPS

NOT TO SCALE

2915 WAREHOUSE VALLEY HIGH DRIVE

4" WIRE PULL

WHITE THERMOFUSED MELAMINE OVER 3/4" MDF INTERIORS W/ ADJUSTABLE SHELVES AND 1/4" THERMOFUSED MELAMINE BACK TYPICAL

SEE SCHED. BELOW 1' - 7 1/4"

3/4" ADJUSTABLE PLASTIC LAMINATE SHELVING - SEE ELEVATIONS FOR QUANTITY (TYP.)

1' - 6" SHELF BRACKET HOLES @ 32 MM O.C. (TYP.)

1' - 11 1/2"

17 A920.2

PHASE II - P-LAM STORAGE CABINET SECTION 1" = 1'-0"

4' - 0"

2' - 3"

3' - 0"

1" = 1'-0"

36" X 36" MOP SERVICE BASIN

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11/27/13

PHASE II - MOP BASIN ELEVATION

No.

3/4" = 1'-0"

Date

Description

VARIES - SEE FLOOR PLAN

19 A920.2 WOOD EDGE (WD-1) ALL EXPOSED SIDES

WOOD EDGE (WD-1) ALL EXPOSED SIDES

MDF VENEER (PLAM-5) SHELF

3/4" 4"

MDF VENEER (PLAM-5) PANEL BEYOND

MDF VENEERED BACK PANEL COORDINATE OPENINGS WITH A.V.

MDF VENEER (PLAM-5) BASE

6" TYP. PLAM MOUNTING BOARD (PLAM-1)

CYLINDERS - BY OWNER 1 1/4" UNISTRUT ATTACHED TO 2"X8" FIRE TREATED WOOD BLOCKING IN WALL WITH 3/8" X 3 1/2" THRU BOLTS AT 10" OC MAX

PHASE II - TYPICAL LAB COAT HOOK STRIP 1" = 1'-0"

WALL LINE

WOOD EDGE (WD-1) ALL EXPOSED SIDES

3/4" P-LAM SLOPED CAP

1" 1" PLASTIC LAMINATE COUNTERTOP (PLAM-5)

3/4" PLASTIC LAMINATE INSIDE CABINET FACING

LIGHT WEIGHT CHAIN ATTACHED TO UNISTRUT WITH ATTACHMENT BOLTS. CHAIN SHALL BE CUT AT MID POINT AND CONNECTED TO EACH OTHER WITH SPRING CLIP.

30.00 °

19 A920.2

2' - 10"

3/4"

3/4" PLYWOOD

6 1/2"

1" C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:32 PM

MLK/JHA

HOOKS (TYP.)

3/4" PLYWOOD

3/4"

WIRELESS KEYBOARD & MOUSE SHELF

3/4"

1" = 1'-0"

Checked By Date

TOP OF FILE CABINET

1' - 6"

PHASE II - AV CABINET FRONT ELEVATION

JAS/BCS

PLASTIC LAMINATE (PLAM-5) COUNTERTOP

MDF VENEER (PLAM-1) BASE

1" = 1'-0"

PHASE II - DETAIL OF COUNTER SUPPORT BRACKET

SEE ELEVATIONS

1' - 8 1/2"

2' - 3"

3' - 5"

HATCHED AREA INDICATES MIN. A.D.A. TOE SPACE CLEARANCE

6287.048.01

Drawn By SILICONE SEALANT @ TOP EDGES OF BASIN AND ABUTTING F.R.P.

BASE

Project No.

5' - 0"

DVD/VCR

3/4"

PHASE II - PLASTIC LAMINATE PIPETTE RACK

CABLE NOOK

"LIFT-OFF" LOCKABLE RACK MDF VENEER (PLAM-1) DOOR

2' - 0 1/2"

SERVICE FAUCET, RE: PLUMBING

COUNTERTOP INSTALLATION CLEARANCES

4' - 3 1/2"

3/4"

MOP RACK

HOSE BRACKET

1' - 5"

FRONT VIEW

4'-6" A.F.F.

PLAM COUNTERTOP (PLAM-1)

SILICONE SEALANT @ ALL EDGES OF FRP BOARD

1' - 0"

SECTION VIEW

48" H. FRP PANELS ON BOTH WALLS ABOVE MOP BASIN

3' - 0"

DEEP TOP DEEP TOP DEEP TOP DEEP TOP

Revisions

1" = 1'-0"

16 A920.2

13" - 20" 20" - 25" 25" - 30" 30" - 36"

NOTE: SUPPORTS TO BE SHOP PRIMED: PAINT TO MATCH WALLS AT TIME OF INSTALLATION

2' - 0"

PHASE II - SECTION AT MICROWAVE CABINET WITH BASE CABINET DRAWER AND DOOR

FOR FOR FOR FOR

PROVIDE FIRE TREATED 2" x 8" WOOD BLOCKING AS REQ'D. TO SUPPORT BRACKET

SLIDE OUT PLASTIC LAMINATE SHELVES WITH HEAVY DUTY SHELF GUIDES (TYP.)

2' - 6" 3"

PLAM BASE

SHELF BRACKET HOLES @ 32 MM O.C.

3' - 0"

3/4" PLASTIC LAMINATE SHELVING

2' - 2 3/4"

WHITE THERMOFUSED MELAMINE OVER 3/4" MDF INTERIORS W/ ADJUSTABLE SHELF AND 1/4" THERMOFUSED MELAMINE BACK TYPICAL

2 1/4"

STEEL SUPPORT BRACKET - PROVIDE BRACKETS AS SHOWN ON DRAWINGS AT 3'-0" O.C. MAX.

"B" 18" 12" 18" 24"

2' - 8 5/8"

2' - 4 1/2"

4" WIRE PULL

2' - 10"

7' - 0"

1" P-LAM PULL OUT WRITING BOARD

ADJUSTABLE PLASTIC LAMINATE SHELVING SEE ELEVATIONS FOR QUANTITY

PROJECT # 7R121080

10"

ALL EXTERIOR EXPOSED VERTICAL SURFACES AND EDGES ARE PLASTIC LAMINATE OVER 3/4" MDF INCLUDING FLUSH OVERLAY DOOR(S) ON CONCEALED HINGES TYPICAL

"A" 12" 18" 24" 29"

1 1/2"

3/4"

1/4" DIA. MOUNTING HOLES FOR WALL FASTENER (TYPICAL)

TYPICAL SUPPORT BRACKET

2' - 1"

SEE ELEVATIONS

VARIES

PLASTIC LAMINATE COUNTER TOP AND BACK SPLASH

FIXED PLASTIC LAMINATE SHELF

1/8" STEEL

1' - 6"

1" 1' - 8"

PLASTIC LAMINATE OVER 1" MDF SHELF

1/4" DIA. MOUNTING HOLES FOR CSK. FHWS. (TYPICAL)

1 ' - 4 3 8/ "

ELECTRICAL OUTLET, SEE ELECTRICAL

PLASTIC LAMINATE CABINET DOOR

2 43/64"

SEE SCHED. BELOW

ADJUSTABLE PLASTIC LAMINATE SHELVING SEE ELEVATIONS FOR QUANTITY

PHASE IIFIT - UP PACKAGE

4' - 0"

2' - 0"

FIRE TREATED WOOD BLOCKING ANCHORED BETWEEN STEEL STUD

12.13.13

1/8" DRIP GROOVE

COUNTERTOP TYPE - SEE ABOVE

Date

11902

PHASE II - AV CABINET SECTION A 1" = 1'-0"

PHASE II - AV CABINET SECTION B 1" = 1'-0"

PHASE II - AV CABINET COUNTER DETAIL 3" = 1'-0"

PHASE II - CYLINDER SUPPORT DETAIL 3/4" = 1'-0"

PHASE II - SLOPED TOP DETAIL 1 1/2" = 1'-0"

MILLWORK DETAILS

A920.2

5' - 0" 1' - 4"

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

1" PLAM COUNTERTOP SEE DETAIL 7/A301

5' - 0"

1 A921.2

6' - 0"

2" GROMMET OPENING, TYP.

1' - 3"

2' - 4"

2" 1 1/4" x 2" REEVE #80 TUBE W/ SLOTS, TYP. 2" GROMMET, TYP.

2' - 6"

3/4" PLAM PANELS, TYP.

2' - 6"

5 A921.2

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

2' - 6"

2' - 0"

2' - 9"

2' - 2"

2' - 6"

3' - 0"

1" PLASTIC LAMINATE (PLAM-2) BACK PANEL

6 A921.2

1" PLASTIC LAMINATE (PLAM2) SHELF, WHERE REQUIRED SEE ELEVATIONS

5' - 0"

1" PLAM SHELF VARIES - SEE ELEVATIONS

GROMMET OPENING, TYP.

1' - 6"

2' - 2"

1" PLASTIC LAMINATE (PLAM-2) SHELF, WHERE REQUIRED - SEE ELEVATIONS

3' - 0"

3/4" = 1'-0"

2' - 9"

3/4" PLASTIC LAMINATE (PLAM-2) PANELS, TYP.

2' - 2"

1' - 3"

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

5' - 0"

3' - 0"

1' - 0"

PHASE II - TYPICAL 60" MOBILE CASEWORK PLAN VIEW

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

3 A921.2

2" GROMMET OPENING, TYP.

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

SHELF BRACKET HOLES AT 32 MM O.C.

2' - 9"

2' - 6"

2" GROMMET, TYP.

9 A921.2

2' - 0"

6' - 0"

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

2' - 6"

Certification

PHASE II - TYPICAL "MC3660R" MOBILE CASEWORK (MIRROR AT MC3660L)

PHASE II - TYPICAL "MC3672R" MOBILE CASEWORK (MIRROR AT MC3672L)

1" = 1'-0"

3/4" = 1'-0"

6' - 0"

1 1/4" X 2" REEVE #80 TUBE W/O SLOTS

3' - 4"

6' - 0"

4' - 9"

5' - 9" 1 1/4" X 2" REEVE #80 TUBE W/O SLOTS

12 A921.2

1' - 4" 1" PLASTIC LAMINATE (PLAM-1) SHELF W/ BOOKENDS, TYP WHERE SHOWN ON ELEVATIONS

2" GROMMET, TYP.

2' - 6"

5' - 0"

1" = 1'-0"

Signature

12 A921.2

Date 1 1/4" X 2" REEVE #80 TUBE W/O SLOTS

1/8" X 2" PLEXIGLAS BACK PLATE, TYP.

1' - 0"

REEVE #81-12 SHELF BRACKET, TYP.

1" PLASTIC LAMINATE (PLAM-1) SHELF, TYP WHERE SHOWN ON ELEVATIONS

6' - 0"

1" PLASTIC LAMINATE (PLAM-2) SHELF WHERE REQUIRED - SEE ELEVATIONS 3/4" PLASTIC LAMINATE (PLAM-2) PANELS, TYP.

2' - 6"

5 A921.2

PHASE II - TYPICAL 72" MOBILE CASEWORK W/ REAGENT SHELF PLAN VIEW

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

3/4" = 1'-0"

1' - 6"

12.13.13

Project For

2' - 6"

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

5' - 0"

1" PLASTIC LAMINATE (PLAM-2) BACK PANEL

PHASE IIFIT - UP PACKAGE

1" PLASTIC LAMINATE (PLAM2) SHELF, WHERE REQUIRED SEE ELEVATIONS 2"X4" WOOD BLOCKING, TYP.

3' - 0"

6 A921.2

2915 WAREHOUSE VALLEY HIGH DRIVE

GROMMET OPENING, TYP.

2' - 3"

1" PLASTIC LAMINATE (PLAM-2) SHELF WHERE REQUIRED - SEE ELEVATIONS

1' - 3"

2' - 0"

3" 3"

2" GROMMET OPENING, TYP.

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

1' - 3"

2" GROMMET OPENING, TYP.

3/4" PLASTIC LAMINATE (PLAM-2) PANELS, TYP.

Date

11902

DASHED LINES INDICATE 24" x 18" COUNTER SUPPORT BRACKET MOUNTED TO BACK OF MOBILE CASEWORK AS REQUIRED - SEE SHEET I301D.2

2' - 6"

1" PLASTIC LAMINATE (PLAM-1) SHELF

SHELF BRACKET HOLES AT 32 MM O.C.

2' - 3"

2" GROMMET, TYP.

3' - 0"

2' - 6"

3' - 0"

1' - 0"

Registration Number

4 A921.2

2' - 6"

1 1/4" x 2" REEVE #80 TUBE W/ SLOTS, TYP.

DAVID C. NORBACK

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP 2 A921.2

2' - 3"

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

DASHED LINE INDICATES 1" PLASTIC LAMINATE BACKER BOARD MOUNTED TO BACK OF MOBILE CASEWORK AS REQUIRED - SEE ELEVATIONS

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP.

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

1' - 8"

2' - 10"

1' - 8"

2' - 10"

1" PLASTIC LAMINATE (PLAM-1) SHELF W/BOOKENDS, TYP REEVE #81-12 SHELF BRACKET, TYP.

1" PLASTIC LAMINATE (PLAM-1) SHELF, TYP WHERE SHOWN ON ELEVATIONS

1' - 8"

3/4" = 1'-0"

1' - 8"

PHASE II - TYPICAL 72" MOBILE CASEWORK PLAN VIEW

3' - 11"

REEVE #81-12 SHELF BRACKET, TYP.

3' - 11"

1/8" X 2" PLEXIGLAS BACK PLATE, TYP.

11902 12.13.13

Signature

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

DAVID C. NORBACK

Registration Number

1" PLASTIC LAMINATE (PLAM-1) SHELF W/ BOOKENDS, TYP WHERE SHOWN ON ELEVATIONS

1/8" X 2" PLEXIGLAS BACK PLATE, TYP.

PHASE II - TYPICAL SECTION 36" HIGH MOBILE CASEWORK

PHASE II - TYPICAL 60" MOBILE CASEWORK W/ REAGENT SHELF PLAN VIEW

1' - 4"

Consultants

1" PLASTIC LAMINATE (PLAM-1) SHELF

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com

2' - 4"

3' - 0"

1' - 4"

2' - 6"

6' - 0"

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

PROJECT # 7R121080

5' - 0"

1" = 1'-0"

PHASE II - TYPICAL "MC3072RS" MOBILE CASEWORK (MIRROR AT MC3072LS)

1" = 1'-0"

PHASE II - TYPICAL SECTION 30" HIGH MOBILE CASEWORK WITH REAGENT SHELF 1" = 1'-0"

1" PLASTIC LAMINATE (PLAM-1) BASE W/ EDGING (EDGE-1)

2' - 6"

PHASE II - TYPICAL "MC3060RS" MOBILE CASEWORK (MIRROR AT MC3060LS)

OPEN

2' - 1 1/2"

15 A921.2

5" 5' - 0"

6' - 0"

4' - 9"

5' - 9"

1 1/4" X 2" REEVE #80 TUBE W/O SLOTS

15 A921.2

Project No.

1 1/4" X 2" REEVE #80 TUBE W/O SLOTS

Drawn By

PHASE II - TYPICAL 60" MOBILE CASEWORK BASE 3/4" = 1'-0"

6' - 0"

1" PLASTIC LAMINATE (PLAM-1) SHELF W/ BOOKENDS, TYP WHERE SHOWN ON ELEVATIONS

1/8" X 2" PLEXIGLAS BACK PLATE, TYP.

1 1/4" X 2" REEVE #80 TUBE W/O SLOTS

1/8" X 2" PLEXIGLAS BACK PLATE, TYP.

1" PLASTIC LAMINATE (PLAM-1) SHELF, TYP - WHERE SHOWN ON ELEVATIONS

1 1/2"

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

MOBILE CASEWORK HEIGHT WIDTH MC3060 + SIDE OPTION + OPTIONS

2' - 0"

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.

PHASE II - TYPICAL "MC3660RS" MOBILE CASEWORK (MIRROR AT MC3660LS) 1" = 1'-0"

2' - 6"

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

PHASE II - TYPICAL "MC3672RS" MOBILE CASEWORK (MIRROR AT MC3672LS) 1" = 1'-0"

3' - 5"

Revisions No.

Date

Description

1" PLASTIC LAMINATE (PLAM-2) BACK PANEL

2' - 9"

3' - 0"

2' - 9"

GROMMET OPENING, TYP.

1" PLASTIC LAMINATE (PLAM2) SHELF, WHERE REQUIRED SEE ELEVATIONS 2"X4" WOOD BLOCKING, TYP.

3' - 0"

6 A921.2

5' - 0"

1' - 6"

2' - 2"

3' - 0"

2' - 6"

5 A921.2

SIDE OPTION: L = 30" OPENING ON LEFT SIDE R = 30" OPENING ON RIGHT SIDE OPTIONS: S = REAGENT SHELF C = CASTERS R = REEVE TUBES ONLY

2' - 9"

3/4" PLASTIC LAMINATE (PLAM-2) PANELS, TYP.

11/27/13

3/4" PLASTIC LAMINATE (PLAM-2) PANELS, TYP.

1' - 3"

2" GROMMET OPENING, TYP. 1" PLASTIC LAMINATE (PLAM-2) SHELF WHERE REQUIRED - SEE ELEVATIONS

MLK/JHA

Date

2 UNITS TO BE 36" DEEP - SEE SHEET A101A.2 AND DETAIL 7/A922.2

NOTES: 1. COUNTERTOP AND SHELVES TO RECEIVE PLAM-1 2. MOBILE CASEWORK BASE AND CABINETS TO RECEIVE PLAM-2

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:34 PM

1" PLASTIC LAMINATE (PLAM-2) SHELF WHERE REQUIRED - SEE ELEVATIONS

1' - 3"

2' - 2"

8 5 2 14 38 4 14 6 2 5 1 4

1' - 0"

Checked By

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

2" GROMMET OPENING, TYP.

PHASE II - MOBILE CASEWORK SCHEDULE QTY REMARKS

MC3060LS MC3072LS MC3072RS MC3660L MC3660LS MC3660R MC3660RS MC3672L MC3672R MC3672RS MC3678RS TC3678

4 A921.2

2' - 2"

3/4" = 1'-0"

DASHED LINE INDICATES 1" PLASTIC LAMINATE BACKER BOARD MOUNTED TO BACK OF MOBILE CASEWORK AS REQUIRED - SEE ELEVATIONS 1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP.

SHELF BRACKET HOLES AT 32 MM O.C.

1 1/2"

2 A921.2

PHASE II - TYPICAL 72" MOBILE CASEWORK BASE

MODEL

1 1/2"

JAS

1" PLASTIC LAMINATE (PLAM-1) SHELF, TYP - WHERE SHOWN ON ELEVATIONS

2' - 2"

1" PLASTIC LAMINATE (PLAM-1) SHELF W/ BOOKENDS, TYP

REEVE #81-12 SHELF BRACKET, TYP.

2' - 7 1/2"

REEVE #81-12 SHELF BRACKET, TYP.

2' - 6"

OPEN

3' - 5"

REEVE #81-12 SHELF BRACKET, TYP.

3' - 5"

1' - 0"

1" PLASTIC LAMINATE (PLAM-1) BASE W/ EDGING (EDGE-1)

6287.048.01

2' - 0" 2' - 6"

6' - 0"

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

PHASE II - TYPICAL SECTION 36" HIGH MOBILE CASEWORK WITH REAGENT SHELF 1" = 1'-0"

MOBILE CASEWORK DETAILS

A921.2

4 A922.2

3 A922.2

SHELF BRACKET HOLES AT 32 MM O.C.

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

1 A922.2

1" PLASTIC LAMINATE PULL OUT WRITING BOARD

1" PLASTIC LAMINATE PULL OUT WRITING BOARD 1" PLASTIC LAMINATE (PLAM2) SHELF, WHERE REQUIRED SEE ELEVATIONS

3/4" PLASTIC LAMINATE (PLAM-2) PANELS, TYP.

1' - 11"

3 1/2"

2' - 3"

6' - 6"

3/4" = 1'-0"

3' - 0"

SLIDE OUT PLASTIC LAMINATE SHELVES WITH HEAVY DUTY SHELF GUIDES

3 1/2"

1" = 1'-0"

3 1/2"

2' - 10"

PHASE II - TYPICAL "TC3678" MOBILE CASEWORK (TECAN CART)

2' - 3"

RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com Consultants

SLIDE OUT PLASTIC LAMINATE SHELVES

PHASE II - TYPICAL 78" MOBILE CASEWORK (TECAN CART) PLAN VIEW

2' - 9"

3" 1" PLASTIC LAMINATE (PLAM-2) BACK PANEL

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

3' - 0"

1" PLASTIC LAMINATE (PLAM-2) BACK PANEL

2' - 6"

2" GROMMET, TYP.

3' - 0"

1' - 4"

2" GROMMET OPENING, TYP.

1' - 8"

3' - 10"

11 1/2"

1' - 8"

1' - 4"

11 1/2"

2' - 9"

2" GROMMET OPENING, TYP.

2' - 9"

6' - 6"

PHASE II - TYPICAL SECTION AT BASE CABINET - 36" HIGH MOBILE TECAN CART

1" = 1'-0"

PHASE II - TYPICAL SECTION AT SLIDE OUT SHELVING - 36" HIGH MOBILE TECAN CART 1" = 1'-0" Certification

8 A922.2

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

5' - 0"

Signature

SHELF BRACKET HOLES AT 32 MM O.C.

5 A922.2

1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

Registration Number 1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

WOOD BLOCKING AS REQUIRED

5 1/2"

2' - 0"

3/4" = 1'-0"

2' - 3"

1" PLASTIC LAMINATE (PLAM-2) BACK PANEL

Date

2' - 6"

2' - 0"

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

3' - 0"

1" = 1'-0"

PHASE II - 36" DEEP - SECTION 36" HIGH MOBILE CASEWORK

2' - 6"

1" = 1'-0"

PHASE II - BASE CABINET SECTION - 3 DRAWERS 1" = 1'-0"

2915 WAREHOUSE VALLEY HIGH DRIVE 4' - 0" MAX.

1' - 3"

4' - 0"

PROVIDE 1 5/8" X 1 5/8" UNISTRUT LEG MAXIMUM 4'-0" O.C.

WIRE SHELVING

THREADED ROD THRU CEILING AND SUPPORTED BY STEEL STUD HEADER

3/4" x 3/4" x 12" P-LAM CLEAT

ACOUSTICAL CEILING SYSTEM

PROJECT # 7R121080

1/4" X 4" STEEL PLATE WELDED TO FACE (WEST SIDE) OF POST

1' - 4 1/2"

3' - 0"

1 1/2" X 1 1/2" X 1/4" STEEL POST OR HORIZONTAL RAIL

PHASE IIFIT - UP PACKAGE

STEEL STUD HEADER - SEE STRUCTURAL

1 5/8" X 1 5/8" UNISTRUT

7 1/2"

G4000 WIREMOLD

12.13.13

Project For

SEE PLAN 4' - 0" MAX.

11902

5' - 0"

PHASE II - 36" DEEP - "MC3660R" MOBILE CASEWORK (MIRROR AT MC3660L)

7' - 0"

2' - 6"

5 1/2" 1' - 1"

Registration Number

PHASE II - 36" DEEP - 60" MOBILE CASEWORK BASE

DAVID C. NORBACK

KAPPERS FABRICATING INC. PART #500240 LEVELING MOUNT, TYP.

Signature

3' - 0"

6 A922.2

3/4" = 1'-0"

1" PLASTIC LAMINATE (PLAM-2) PANELS

12.13.13

PLASTIC LAMINATE BASE CABINET W/ DRAWERS

PHASE II - 36" DEEP - 60" MOBILE CASEWORK PLAN VIEW

2' - 6"

OPEN

2' - 1 1/2" 1" PLASTIC LAMINATE (PLAM-1) COUNTERTOP

2' - 0"

1" PLASTIC LAMINATE (PLAM2) SHELF, WHERE REQUIRED SEE ELEVATIONS

Date

11902

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Architect under the laws of the State of Minnesota.

AIR SPACE

3' - 0"

1" PLASTIC LAMINATE (PLAM-2) SHELF, WHERE REQUIRED - SEE ELEVATIONS

1' - 0" 3' - 0"

1" PLASTIC LAMINATE (PLAM-1) BASE W/ EDGING (EDGE-1)

2' - 9"

3/4" PLASTIC LAMINATE (PLAM-2) PANELS, TYP.

3' - 0"

5' - 0" 5' - 0"

DAVID C. NORBACK

VINYL BASE (VB-1)

8"X8"X1/2" STEEL BASE PLATE WITH 4 1/2" DIA EXPANSION ANCHORS WITH 4" EMBEDMENT

UNISTRUT POST BASE ANCHOR TO FLOOR

PHASE II - PROTECTION RAIL DETAIL

1" = 1'-0"

PHASE II - UTILITY FENCING

CEILING HUNG TOILET PARTITION MOUNTING BRACKET

1/2" = 1'-0"

PHASE II - SHOE RACK DETAIL

1 1/2" = 1'-0"

CEILING HUNG TOILET PARTITION DETAIL 3" = 1'-0"

Project No.

6287.048.01

Drawn By

BCS

5/8" GYP. BOARD.

1' - 6"

1 5/8"

TOP OF SHELF

EL. = 5'-6" A.F.F.

DOOR AND FRAME - SEE DOOR SCHEDULE

Checker 11/25/13

SECURE WOOD BLOCKING

G4000 WIREMOLD

NOTES: 1. G.C. TO PROVIDE BLOCKING IN STUD WALL AS REQUIRED.

3 1/4" X 1 5/8" UNISTRUT

No.

Date

Description

ALUMINUM CLOSURE (6' WIDE) ATTACH TO WALL AND FREEZER PANEL INSULATED ALUMINUM FREEZER WALL PANELS

4' - 0"

METAL STUDS AT 16" OC - SEE FLOOR PLAN FOR WALL TYPE

EXISTING GYPSUM WALL

5/8" GYPSUM BOARD

UNISTRUT POST BASE ANCHOR TO FLOOR

Revisions

3 1/4" X 1 5/8" BRACING BETWEEN ROWS OF UTILITY FENCING

INSULATED ALUMINUM FREEZER WALL PANELS

3/4" MDF CORE MATERIAL W/ PLASTIC LAMINATE ON ALL FACES (PLAM-4), ANCHOR TO METAL STUDS W/CHROME SCREWS WITH GROMMETS

ALUMINUM CLOSURE ANGLE (8"X2") ATTACH TO WALL AND FREEZER PANEL

1-1/4" CHROME COAT ROD W/ FLANGES

48" MAX @ ACCESSIBLE COAT STORAGE

10"

12" SECTION OF 1 5/8"X1 5/8" UNISTRUT FASTENED TO CMU W/ (2) 3/8" DIA. EXPANSION ANCHORS

10' - 0" MAX.

Date

3 1/4"

3 1/4" X 1 5/8" UNISTRUT

3/4" MDF CORE MATERIAL W/ PLASTIC LAMINATE ON ALL FACES (PLAM-2)

4' - 0" MAX.

8'-0" MAX.

Checked By

SEE PLAN

SEALANT TOP & BOTTOM

VINYL BASE (VB-1)

VARIES SEE PLAN

PHASE II - UTILITY FENCE BRIDGE 1/2" = 1'-0"

C:\Revit Projects\Biorepository_tcmiller.rvt 11/27/2013 2:41:36 PM

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PHASE II - COAT ROD AND SHELF DETAIL 1" = 1'-0"

PHASE II - FREEZER CLOSURE JAMB DETAIL (HEAD SIM.) AT INTERIOR WALL 3" = 1'-0"

PHASE II - FREEZER CLOSURE AT DOOR 3" = 1'-0"

MOBILE CASEWORK DETAILS AND INTERIOR DETAILS

A922.2