Charlton Building by Benjamen C. Schwarz

DOCUMENT PACKAGE

PAIN CLINIC RELOCATION

MAYO PROJECT #7R110550

CHARLTON BUILDING - LOBBY LEVEL ROCHESTER, MN

ISSUED:

06/14/13

PACKAGE:

CONSTRUCTION DOCUMENTS

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

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.

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.

HNDRL. HDBD. HDWR. HDWD. HD. HTG. HVAC HVY. HDF. HT. H.P. H.C. H. GRN. HORIZ. H.B. H.W. HR.

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

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

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

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.

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

PREFAB. PROD. PROJ. PROP. P.L. PLAM

QUAL. QUAN. Q.T.

QUALITY QUANTITY QUARRY TILE

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.

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

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. 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.

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)

YD.

OWNER

MECH/ELEC ENGINEERS

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

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

CONSTRUCTION MANAGER:

' " #5 _ 5#

MECHANICAL CONTACT:

ELECTRICAL CONTACT: PROJECT MANAGER:

LINDSEY MEEK PROJECT SERVICES PHONE: 507/293-3350 EMAIL: MEEK.LINDSEY@MAYO.EDU

MARK SKRUKRUD PHONE: 507/281-1632 EMAIL: MARKS@MEPASSOCIATES.COM KERRY HAYDEN PHONE: 507/281-1632 EMAIL: KERRYH@MEPASSOCIATES.COM

ARCHITECT

STRUCTURAL ENGINEERS

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

STRUCTURAL DESIGN GROUP 3270 19TH ST NW - SUITE 210 ROCHESTER, MN 55901 PHONE: 507/529-5310 FAX: 507/529-5311

YARD

PROJECT MANAGER: & @ c L o

MIKE LUCE DIVISION OF REGIONAL PROJECT SERVICES PHONE: 507/266-8285 EMAIL: LUCE.MICHAEL@MAYO.EDU

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

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

BRYCE WENTWORTH P.E. PHONE: 507/529-5310 EMAIL: BWENTWORTH@SDGMN.COM

PROJECT ARCHITECT: ANYA PORYCKY PHONE: 612/677-7111 EMAIL: ANYA.PORYCKY@RSPARCH.COM INTERIOR DESIGNER:

AMY LAURENT PHONE: 612/677-7288 EMAIL: AMY.LAURENT@RSPARCH.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.

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.

UNDERWRITERS LABORATORY UNDERCUT UNFINISHED UNLESS NOTED OTHERWISE URINAL UTILITY

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 2003 MINNESOTA BUILDING CODE (2000 INTERNATIONAL BUILDING CODE) CHAPTER 8.

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

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 FOUNDATION CONSTRUCTION MANAGER. MAYO'S ASBESTOS EVALUATION AND ABATEMENT TEAM WILL ADDRESS ANY IDENTIFIED ASBESTOS EXPOSURE. 14. CONTRACTOR, CONSTRUCTION COORDINATOR AND RICK RAMAKER FROM FACILITIES WAREHOUSE TO VERIFY ALL ITEMS TO BE SALVAGED AND RETURNED TO OWNER'S STOCK BEFORE DEMOLITION OCCURS. 15. ALL FURNISHINGS SHALL CONFORM TO 2000 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.

ROOM NAME REVISION REFERENCE

A101 1i

COLUMN OR GRID LINE - EXISTING

A101

ELEVATION TAG SINGLE VIEW

101

ELEVATION TAG MULTIPLE VIEW

PARTITION TAG

1 A101

DETAIL TAG

SIM MATCH LINE SEE X/XXX

MATCH LINE

12 T.O. FOOTING Name Elevation EL. = 96'-0" EL. = 100'-0"

VIEW NAME 1/8" = 1'-0"

DRAWING TITLE

1 A101

ELEVATION / LEVEL TAG NORTH ARROW

SPOT ELEVATION

NORTH NORTH

SIM

KEYNOTE

WINDOW TAG

EQUIPMENT TAG

PROJECT AREA

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

FINISH TAG ALL SURFACES

BUILDING SECTION TAG

FINISH TAG WITH EXTENT OF FINISH

VB-1 ENLARGED PLAN OR DETAIL REFERENCE

CPT-1

VCT-1

FINISH TRANSITION

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

COVER SHEET LOBBY LEVEL FIRE AND LIFE SAFETY PLAN CONSTRUCTION PHASING DRAWINGS - PHASE 1A AND 1B CONSTRUCTION PHASING DRAWINGS - PHASE 1C AND 2A CONSTRUCTION PHASING DRAWINGS - PHASE 2B AND 2C CONSTRUCTION PHASING DRAWINGS - PHASE 2D AND 2E CONSTRUCTION PHASING DRAWINGS - ENLARGED PLANS

1 1 1 1 1 1 1

A001

PARTIAL DEMOLITION AND SITE PLAN

D101 D101A D101B D101C D200

OVERALL DEMOLITION PLAN ENLARGED DEMOLITION PLAN - AREA A ENLARGED DEMOLITION PLAN - AREA B ENLARGED DEMOLITION PLAN - AREA C OVERALL SUBWAY LEVEL DEMOLITION PLAN

1 1 1 1 1

A101 A101A A101B A101C A201 A202 A301 A501 A510 A511 A801A A801B A901 A902 A903 A910 A920 A921

OVERALL FLOOR PLAN ENLARGED FLOOR PLAN - AREA A ENLARGED FLOOR PLAN - AREA B ENLARGED FLOOR PLAN - AREA C LOBBY LEVEL REFLECTED CEILING PLAN ELARGED REFLECTED CEILING PLAN AND CEILING DETAILS DOOR SCHEDULE, TYPES, DETAILS AND PARTITION TYPES PARTIAL WALL SECTIONS AND EXTERIOR ELEVATIONS EXTERIOR AND STAIR DETAILS DETAILS EQUIPMENT PLAN - AREA A & EQUIPMENT SCHEDULES EQUIPMENT PLAN - AREA B INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS TOILET ELEVATIONS AND MOUNTING HEIGHTS MILLWORK DETAILS DESK DETAILS

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

I101A I101B I101C I301A I301B I301C I401A I401B

ENLARGED FINISH PLAN - AREA A ENLARGED FINISH PLAN - AREA B ENLARGED FINISH PLAN - AREA C ENLARGED FURNITURE PLAN - AREA A AND SCHEDULE ENLARGED FURNITURE PLAN - AREA B AND SCHEDULE ENLARGED FURNITURE PLAN - AREA C AND SCHEDULE ENLARGED PANEL PLAN - AREA A ENLARGED PANEL PLAN - AREA B

1 1 1 1 1 1 1 1

P001

PLUMBING AND FIRE PROTECTION SYMBOLS, ABBREVIATIONS, GENERAL NOTES AND DETAILS

NAME

PD101A PD101B PD101C PD201A PD201B PD201C PD301A

PARTIAL SUBWAY LEVEL DEMOLITION PLUMBING PLAN - AREA A PARTIAL SUBWAY LEVEL DEMOLITION PLUMBING PLAN - AREA B PARTIAL SUBWAY LEVEL DEMOLITION PLUMBING PLAN - AREA C PARTIAL LOBBY LEVEL DEMOLITION PLUMBING PLAN - AREA A PARTIAL LOBBY LEVEL DEMOLITION PLUMBING PLAN - AREA B PARTIAL LOBBY LEVEL DEMOLITION PLUMBING PLAN - AREA C PARTIAL LOBBY LEVEL DEMOLITION PROCESS PIPING AND FIRE PROTECTION PLAN - AREA A PD301B PARTIAL LOBBY LEVEL DEMOLITION PROCESS PIPING AND FIRE PROTECTION PLAN - AREA B PD301C PARTIAL LOBBY LEVEL DEMOLITION PROCESS PIPING AND FIRE PROTECTION PLAN - AREA C

1 1 1 1 1 1 1

P100A P100B P100C P101A P101B P101C P201A P201B P201C

PARTIAL SUBWAY LEVEL PLUMBING PLAN - AREA A PARTIAL SUBWAY LEVEL PLUMBING PLAN - AREA B PARTIAL SUBWAY LEVEL PLUMBING PLAN - AREA C PARTIAL LOBBY LEVEL PLUMBING PLAN - AREA A PARTIAL LOBBY LEVEL PLUMBING PLAN - AREA B PARTIAL LOBBY LEVEL PLUMBING PLAN - AREA C PARTIAL LOBBY LEVEL PROCESS PIPING AND FIRE PROTECTION PLAN - AREA A PARTIAL LOBBY LEVEL PROCESS PIPING AND FIRE PROTECTION PLAN - AREA B PARTIAL LOBBY LEVEL PROCESS PIPING AND FIRE PROTECTION PLAN - AREA C

1 1 1 1 1 1 1 1 1

M001

MECHANICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES, DETAILS AND DIAGRAMS

MD101A MD101B MD101C MD201A MD201B MD201C

PARTIAL LOBBY LEVEL DEMOLITION MECHANICAL HVAC PLAN - AREA A PARTIAL LOBBY LEVEL DEMOLITION MECHANICAL HVAC PLAN - AREA B PARTIAL LOBBY LEVEL DEMOLITION MECHANICAL HVAC PLAN - AREA C PARTIAL LOBBY LEVEL DEMOLITION MECHANICAL PIPING PLAN - AREA A PARTIAL LOBBY LEVEL DEMOLITION MECHANICAL PIPING PLAN - AREA B PARTIAL LOBBY LEVEL DEMOLITION MECHANICAL PIPING PLAN - AREA C

1 1 1 1 1 1

M101A M101B M101C M201A M201B M201C M201D M600

PARTIAL LOBBY LEVEL MECHANICAL HVAC PLAN - AREA A PARTIAL LOBBY LEVEL MECHANICAL HVAC PLAN - AREA B PARTIAL LOBBY LEVEL MECHANICAL HVAC PLAN - AREA C PARTIAL LOBBY LEVEL MECHANICAL PIPING PLAN - AREA A PARTIAL LOBBY LEVEL MECHANICAL PIPING PLAN - AREA B PARTIAL LOBBY LEVEL MECHANICAL PIPING PLAN - AREA C PARTIAL LOBBY LEVEL MECHANICAL PIPING PLAN - AREA D MECHANICAL SCHEDULES

1 1 1 1 1 1 1 1

E001

ELECTRICAL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

ED101A ED101B ED101C ED201A ED201B ED201C ED301A ED301B ED301C

PARTIAL LOBBY LEVEL DEMOLITION LIGHTING PLAN - AREA A PARTIAL LOBBY LEVEL DEMOLITION LIGHTING PLAN - AREA B PARTIAL LOBBY LEVEL DEMOLITION LIGHTING PLAN - AREA C PARTIAL LOBBY LEVEL DEMOLITION POWER PLAN - AREA A PARTIAL LOBBY LEVEL DEMOLITION POWER PLAN - AREA B PARTIAL LOBBY LEVEL DEMOLITION POWER PLAN - AREA C PARTIAL LOBBY LEVEL DEMOLITION SIGNAL PLAN - AREA A PARTIAL LOBBY LEVEL DEMOLITION SIGNAL PLAN - AREA B PARTIAL LOBBY LEVEL DEMOLITION SIGNAL PLAN - AREA C

1 1 1 1 1 1 1 1 1

E101A E101B E101C E201A E201B E201C E301A E301B E301C E601 E701

PARTIAL LOBBY LEVEL LIGHTING PLAN - AREA A PARTIAL LOBBY LEVEL LIGHTING PLAN - AREA B PARTIAL LOBBY LEVEL LIGHTING PLAN - AREA C PARTIAL LOBBY LEVEL POWER PLAN - AREA A PARTIAL LOBBY LEVEL POWER PLAN - AREA B PARTIAL LOBBY LEVEL POWER PLAN - AREA C PARTIAL LOBBY LEVEL SIGNAL PLAN - AREA A PARTIAL LOBBY LEVEL SIGNAL PLAN - AREA B PARTIAL LOBBY LEVEL SIGNAL PLAN - AREA C ELECTRICAL SCHEDULES ELECTRICAL DETAILS AND DIAGRAMS

1 1 1 1 1 1 1 1 1 1 1

Signature

DAVE NORBACK

Registration Number Date

11902 06.14.13

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

DAVE NORBACK

Registration Number Date

11902 06.14.13

Project For

PAIN CLINIC RELOCATION CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550 Key Plan

Project No.

6287.042.01

Drawn By

RRA, AVP

Checked By

MLK

Date

06/14/13

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 2007. All rights reserved.

Revisions No.

Date

Description

COVER SHEET

NORTH

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:36:04 PM

SHEET NO. G000 G101 G201 G202 G203 G204 G205

I hereby certify that I have reviewed the Mayo Clinic Standard General Specifications prepared by Ronald B. Carlson, License Number 10850, 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.

DOOR TAG

CPT-1 VWC-1 VB-1

1 A101 SIM

ROOM TAG

(ROOM AREA)

101

WALL SECTION TAG

SIM

(ROOM NAME) (ROOM NUMBER)

150 SF

COLUMN OR GRID LINE - NEW

ISSUES

16. NEW UPHOLSTERY MATERIALS MUST BE CALL TB117 COMPLIANT.

DRAWING SYMBOLS

ISSUE KEY: 1 ISSUED 2 REVISED AND RE-ISSUED 3 NOT FOR CONSTRUCTION - REFERENCE ONLY 4 DELETED

5. CONTRACTORS TO PROVIDE TEMPORARY PARTITIONS AND DUST CONTROL AT ALL LOCATIONS WHERE WORK OCCURS IN CORRIDORS AND/OR CANNOT BE CONTAINED WITHIN ROOMS.

KEY PLAN

Certification

SHEET INDEX 06/14/13 CD ISSUE

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

PROJECT TEAM

G000

RATINGS

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

STAIR D

SD SD

SD PAIN CLINIC CH-LB-1

PAIN CLINIC OFFICE CH-LB-1

PAIN CLINIC CH-LB-1

PAIN CLINIC OFFICE CH-LB-1

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 2 HOUR RATED FIRE CEILING ASSEMBLY

C 3.6

SD SD

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

EXISTING ITC CH-LB-1

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6 F

5 F

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4 F

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8 F

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SMOKE COMPARTMENT CH-LB-2

INDICATES LOCATION OF TEMPORARY WALLS PAIN CLINIC WAITING CH-LB-1

SD SD SD

EXIT PASSAGEWAY

SYMBOLS

D9160L

EXIT PASSAGEWAY

FE FEC

FIRE EXTINGUISHER

FHC

FIRE HOSE CONNECTION

F SD

36BC

24BD

18BD

SD SD

DAVE NORBACK

Registration Number

E n t e r

Signature

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E cs

Certification

Consultants

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

SD SD SD STAIR C

STAIR C

06.14.13

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.

FIRE EXTINGUISHER CABINET

Signature

DAVE NORBACK

FIRE ALARM PULL SMOKE DETECTORS

Registration Number

EMERGENCY SHOWER

Date

EXIT SIGN

Date

11902

35"

EXIT WIDTH IN INCHES

124'

TRAVEL DISTANCE TO NEAREST EXIT

11902 06.14.13

Project For

SD EXISTING WAITING CH-LB-2

EXISTING WAITING CH-LB-2

NOTE:

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

SD SD

PAIN CLINIC RELOCATION

EXISTING INPATIENT PHLEBOTOMY CH-LB-2

CHARLTON BUILDING LOBBY LEVEL

EXISTING INPATIENT PHLEBOTOMY CH-LB-2

SD EXISTING OUTPATIENT PHLEBOTOMY CH-LB-2

FE SD

ELEV

PROJECT #7R110550

SD SD SD

Project No.

SD SD

EXISTING CH-LB-ATRIUM COMPARTMENT

SD FE

EXISTING CH-LB-ATRIUM COMPARTMENT

6287.042.01

Drawn By

BCS

Checked By FE

MLK

Date

06/14/13

SD SD

Revisions

No.

LIFE SAFETY PLAN AT CONCLUSION OF CONSTRUCTION - PHASES 2A, 2B, 2C, 2D, AND 2E 3/32" = 1'-0"

NORTH

Date

Description

LIFE SAFETY PLAN AT CONCLUSION OF CONSTRUCTION - PHASES 1A, 1B, AND 1C 3/32" = 1'-0"

NORTH

BUILDING CODE, OCCUPANCY AND EGRESS INFORMATION CHARLTON BUILDING - PAIN CLINIC - LOBBY LEVEL

INTERIM LIFE SAFETY MEASURES (ILSM) DESIGN REVIEW ILSM FOR THE SCOPE OF WORK HAVE BEEN REVIEWED AND NO ACTION IS REQUIRED

PER 2007 MINNESOTA STATE BUILDING CODE (2006 IBC & GREB) IF A BOX IS CHECKED FOR THE FOLLOWING QUESTIONS BELOW, AN ACTION IS REQUIRED. ACTION REQUIRED

ITEM

ELEMENT OF PERFORMANCE

OCCUPANCY TYPE OF CONSTRUCTION

IA - FIRE RESISTIVE, FULLY SPRINKLERED

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

CH-LB-1 (SUITE)

PAIN CLINIC TREATMENT PAIN CLINIC OFFICE PAIN CLINIC WAITING

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

LS.01.02.01 EP 6

CH-LB-2

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

LS.01.02.01 EP 10,11,13,14

EXISTING WAITING AREA EXISTING OUTPATIENT PHLEBOTOMY EXISTING INPATIENT PHLEBOTOMY

6 7

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LS.01.02.01 EP 9 LS.01.02.01 EP 4 LS.01.02.01 EP 8

NOTE: *SQUARE FOOTAGES OF THESE AREAS HAVE BEEN INCLUDED WITH SMOKE COMPARTMENT SQUARE FOOTAGES TO CALCULATE EXITING REQUIREMENTS COMPARTMENT ZONE

HEIGHT INFORMATION ALLOWED ACTUAL

INSTITUTIONAL GROUP I-2

COMPARTMENT OCCUPANCY (TABLE 1004.1.1)

TOTALS

STORIES

SPRINKLER INCREASE UNLIMITED TOTAL

COMPARTMENT AREA (SQ.FT.)

SQ.FTG.PER OCCUPANT (TABLE 1004.1.1) 100 S.F./OCC. 100 S.F./OCC. 100 S.F./OCC.

55 24 24 (71 SEATING)

2,950 S.F. 1,710 S.F. 2,300 S.F.

100 S.F./OCC. 100 S.F./OCC. 100 S.F./OCC.

30 (74 SEATING) 18 23

5,410 S.F. 2,360 S.F. 2,370 S.F.

UNLIMITED

OCCUPANT LOAD

AREA CALCULATIONS ALLOWED

EXIT INCHES REQUIRED VERTICAL

ACTUAL

BASIC AREA (LB LEVEL) UNLIMITED 28,180 SF INCREASE FOR FRONTAGE INCREASE FOR SPRINKLERS SUB-TOTAL UNLIMITED 28,180 SF INCREASE FOR MULTI-STORY TOTAL UNLIMITED 254,856 SF

HORIZONTAL

55 x 0.20 = 11 24 x 0.20 = 4.8 71 x 0.20 = 14.2 74 x 0.20 = 14.8 18 x 0.20 = 3.6 23 x 0.20 = 4.6

INCHES PROVIDED VERTICAL 0 0 0 0 0 0

TOTAL EXIT INCHES PROVIDED

HORIZONTAL 117 35 82 117 94 70

317 317

LOBBY LEVEL FIRE AND LIFE SAFETY PLAN

G101

B 100

100

STAIR D

1.2

1.3

EXISTING EGRESS CORRIDOR ONE HOUR FIRE RATED

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

2.3

2.2

1.2

2.2

1.3

Consultants

2.3

C 2.3 1.3

2.7

2.5

2.1

2.6

2.4

2.1

INFUSION THERAPY CLINIC 279

DAVE NORBACK

Date

200-09

2.1

2.6

2.5

207A

2.4

207

11902 06.14.13

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.

24BD

18BD

Signature

18BD

24BD

1.5 275

274A

2.5

274C

274B

207B

STAIR C

2.4

200-06A

18BD

LOBBY/WAITING 2950 S.F. 207

2.4

2.3

D9160L

207

207B

2.2

EXIT PASSAGE WAY

1.6

207

1.2

INFUSION THERAPY CLINIC 279

36BC

207A

Signature Registration Number

D9160L

2.5

2.7

1.4 1.1

2.2

207A

2.5

207A

1.2

279L

1.2

1.6

Certification

2.4 LOBBY/WAITING 2950 S.F. 207

266A

208

274A

274B

Registration Number Date

200-06A

11902 06.14.13

Project For

266A 274

266

274C

STAIR C

208

274

266

275

DAVE NORBACK

200-08

PAIN CLINIC RELOCATION OUTPATIENT PHLEBOTOMY 1710 S.F.

OUTPATIENT PHLEBOTOMY 1710 S.F.

INPATIENT PHLEBOTOMY 2300 S.F.

ELEV

CHARLTON BUILDING LOBBY LEVEL

ELEV

PROJECT #7R110550 F

PHASE 1A PLAN

3/32" = 1'-0"

PHASE 1B PLAN 3/32" = 1'-0"

NORTH KEYNOTES - PHASING PLAN - PHASE 1A 1.1 1.2

1.3 1.4 1.5 1.6

1A-1: INSTALL NEW 2 HOUR RATED TEMPORARY PARTITION TO MAINTAIN EXISTING EXIT PASSAGEWAY (TO BE REMOVED AT END OF PHASE). 1A-1: INSTALL NEW 2 HOUR RATED TEMPORARY PARTITION TO MAINTAIN EXISTING EXIT PASSAGEWAY (TO BE REMOVED AFTER ITEMS 1C-1 OF PHASE 1C ARE COMPLETED). 1A-1: SECURE EXISTING DOOR IN A CLOSED POSITION. 1A-1: EXISTING EXIT PASSAGEWAY TO BE MAINTAINED DURING THIS PHASE. 1A-2: NEW TEMPORARY PARTITION (TO BE REMOVED AT END OF CURRENT PHASE). 1A-3: PHASE 1A WORK AREA PER CONSTRUCTION DOCUMENTS.

PHASING DRAWING GENERAL NOTES

NORTH

2.1

1. ALL CONTRACTORS ARE RESPONSIBLE TO REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR INFORMATION ON ALL CONSTRUCTION DOCUMENTS.

SHADED AREA INDICATES AREA OF CONSTRUCTION IN CURRENT PHASE.

2. ALL CONTRACTORS AND SUBCONTRACTORS TO COMPLY WITH MAYO CAMPUS STANDARD SPECIFICATIONS AND STANDARD PROCEDURES. 3. 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. 4. CONTRACTORS TO PROVIDE TEMPORARY PARTITIONS AND DUST CONTROL AT ALL LOCATIONS WHERE WORK OCCURS IN CORRIDORS AND/OR CANNOT BE CONTAINED WITHIN ROOMS. 5. 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. 6. 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. 7. FLAME SPREAD CLASSIFICATION OF INSTALLED FINISH MATERIALS SHALL CONFORM TO 2003 MINNESOTA BUILDING CODE (2000 INTERNATIONAL BUILDING CODE) CHAPTER 8.

KEYNOTES - PHASING PLAN - PHASE 1B

PHASING LEGEND

TEMPORARY PARTITION WALLS

2.2 2.3 2.4 2.5

KEYNOTE

2.6 2.7

INDICATES LOCATION OF NEW AND EXISTING FIRE RESISTIVE WALLS TO BE MAINTAINED DURING CONSTRUCTION PHASE. REFER TO SHEET G101 FOR LIFE SAFETY PLAN.

1B-1: INSTALL TEMPORARY PARTITION (TO BE REMOVED AT END OF CURRENT PHASE). 1B-1: EXISTING TEMPORARY PARTITION TO REMAIN THIS PHASE. 1B-1: EXISTING EXIT PASSAGEWAY TO BE MAINTAINDED DURING THIS PHASE. 1B-1: INSTALL NEW EXIT SIGNAGE TO DIRECT BUILDING OCCUPANTS TO NEW AND/OR TEMPORARY EGRESS PATH. 1B-2: PHASE 1B WORK AREA PER CONSTRUCTION DOCUMENTS - REFER TO SHEET A101A. 1B-3: REMOVE EXISTING EXIT SIGNAGE TO REDIRECT BUILDING OCCUPANTS TO NEW EXITING PATH. 1B-3: SECURE EXISTING OR NEW DOOR IN A CLOSED POSITION.

Project No.

6287.042.01

Drawn By

JHA

Checked By

MLK

Date

06/14/13

Revisions No.

Date

Description

HATCHED AREA INDICATES EXISTING EGRESS ROUTES TO BE MAINTAINED DURING CONSTRUCTION PHASE.

8. PREPARE PARTITION SURFACES (PATCH, SKIM COAT, ETC.) AS REQUIRED IN PREPARATION FOR SCHEDULED FINISHES - TYPICAL. 9. 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.

HATCHED AREA INDICATES AREAS OF CHARLTON LOBBY LEVEL THAT ARE FULLY OCCUPIED AND OPPERATIONAL BY MAYO CLINIC DURING PHASES 1A AND 1B OF CONSTRUCTION.

10. ALL PHASING KEYNOTES INTENDED TO BE PREFORMED IN NUMERICAL ORDER AS LISTED (1A-1, 1A-2, 1A-3, 1B-1, 1B-2.......). 11. PROVIDE DOORS AND/OR ACCESS PANELS AS REQUIRED TO MAINTAIN ADEQUATE ACCESS TO PROJECT AREA FOR EACH PHASE. 12. COORDINATE MECHANICAL AND ELECTRICAL WORK TO INCORPORATE INTO PHASING PLANS.

CONSTRUCTION PHASING DRAWINGS - PHASE 1A AND 1B

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3.6

B 100

100

STAIR D

STAIR D UP

3.7 3.6

3.6

TEMPORARY RN LOCATION

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

3.6

3.7 Consultants

3.2

4.2

3.1

C 3.2

PAIN CLINIC

3.6

TEMPORARY PAC LOCATIONS

4.2 Certification

TEMPORARY VITALS LOCATION TEMPORARY A.A LOCATION

3.9 E sc

1 F

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2 F

4 F

3 F

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3.8

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3.7

3.8

3.10

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3.4

207A

4.2

Signature

INFUSION THERAPY CLINIC 279

EXIT PASSAGE WAY

200-09

INFUSION THERAPY CLINIC VACATED 279

207

Date

200-09

3.11

207A

207

24BD

36BC

207

11902 06.14.13

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.

D 207A

DAVE NORBACK

Registration Number D9160L

3.3

3.4

D9160L

207

3.5

E cs

T a b Ca p s L ko c

C t rl

TEMPORARY CA LOCATION

207A

EXIT PASSAGE WAY

279L

3.2

18BD

Signature

18BD

207B

275

274A

274B

274C

207B

STAIR C

200-06A

LOBBY/WAITING 2950 S.F. 207

266

274C

274B

Registration Number Date

266

200-08

4.1

4.3

4.1

208

274

274A

STAIR C

200-06A

LOBBY/WAITING 2950 S.F. 207

266A

208

275

DAVE NORBACK

4.1

274

4.4

11902 06.14.13

Project For

4.3 200-08

266A

PAIN CLINIC RELOCATION

4.1

OUTPATIENT PHLEBOTOMY 1710 S.F.

INPATIENT PHLEBOTOMY 2300 S.F.

CHARLTON BUILDING LOBBY LEVEL

ELEV

PROJECT #7R110550 F

PHASE 1C PLAN

3/32" = 1'-0"

PHASE 2A PLAN 3/32" = 1'-0"

NORTH KEYNOTES - PHASING PLAN - PHASE 1C 3.1 3.2 3.3 3.4 3.5 3.6 3.7

3.8

3.9 3.10 3.11

1C-1: INSTALL TEMPORARY PARTITION (TO BE REMOVED AT END OF CURRENT PHASE). 1C-1: INSTALL TEMPORARY PARTITION (TO BE REMOVED AT END OF PHASE 2B). 1C-1: COMPLETE INSTALLATION OF EXIT PASSAGEWAY TO REDIRECT STAIR OCCUPANTS EXIT. 1C-1: REMOVE EXISTING EXIT SIGNAGE AND INSTALL NEW TO REDIRECT BUILDING OCCUPANTS TO NEW EGRESS PATH. 1C-1: NEW EXIT PASSAGEWAY TO BE MAINTAINED. 1C-2: PHASE 1C WORK AREA PER CONSTRUCTION DOCUMENTS - REFER TO SHEETS A101A, A101B, AND A101C. 1C-2: INSTALL CONSTRUCTION AS CLOSELY AS POSSIBLE TO FINAL ROOM IN CONFIGURATION AS SHOWN. TEMPORARY WORK AREAS/FURNITURE SYSTEMS TO BE INSTALLED AS SHOWN (WORK AREAS/FURNITURE TO BE REMOVED OR RELOCATED DURNING PHASE 2C). 1C-2: INSTALL CONSTRUCTION AS CLOSELY AS POSSIBLE TO FINAL ROOM IN CONFIGURATION AS SHOWN. TEMPORARY WORK AREAS/FURNITURE SYSTEMS TO BE INSTALLED AS SHOWN (WORK AREAS/FURNITURE TO BE REMOVED OR RELOCATED BETWEEN PHASE 2B AND 2C). 1C-2: INSTALL DOOR IN FINAL POSITION AND TEMPORARILY SECURE IN A CLOSED POSITION. 1C-2: INSTALL NEW EXIT SIGNAGE TO DIRECT BUILDING OCCUPANTS TO NEW AND/OR TEMPORARY EGRESS PATH. 1C-2: INSTALL CONSTRUCTION AS CLOSELY AS POSSIBLE TO FINAL ROOM IN CONFIGURATION AS SHOWN. TEMPORARY WORK AREAS/FURNITURE SYSTEMS TO BE INSTALLED AS SHOWN (WORK AREAS/FURNITURE TO BE REMOVED OR RELOCATED BETWEEN PHASE 2D AND 2E).

PHASING DRAWING GENERAL NOTES

NORTH

1. ALL CONTRACTORS ARE RESPONSIBLE TO REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR INFORMATION ON ALL CONSTRUCTION DOCUMENTS.

SHADED AREA INDICATES AREA OF CONSTRUCTION IN CURRENT PHASE.

2. ALL CONTRACTORS AND SUBCONTRACTORS TO COMPLY WITH MAYO CAMPUS STANDARD SPECIFICATIONS AND STANDARD PROCEDURES.

5. 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. 6. 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. 7. FLAME SPREAD CLASSIFICATION OF INSTALLED FINISH MATERIALS SHALL CONFORM TO 2003 MINNESOTA BUILDING CODE (2000 INTERNATIONAL BUILDING CODE) CHAPTER 8.

4.1 4.2 4.3 4.4

3. 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. 4. CONTRACTORS TO PROVIDE TEMPORARY PARTITIONS AND DUST CONTROL AT ALL LOCATIONS WHERE WORK OCCURS IN CORRIDORS AND/OR CANNOT BE CONTAINED WITHIN ROOMS.

KEYNOTES - PHASING PLAN - PHASE 2A

PHASING LEGEND

TEMPORARY PARTITION WALLS

KEYNOTE

INDICATES LOCATION OF NEW AND EXISTING FIRE RESISTIVE WALLS TO BE MAINTAINED DURING CONSTRUCTION PHASE. REFER TO SHEET G101 FOR LIFE SAFETY PLAN.

2A-1: INSTALL TEMPORARY PARTITION (TO BE REMOVED AT END OF CURRENT PHASE). 2A-1: EXISTING TEMPORARY PARTITION TO REMAIN THIS PHASE. 2A-2: PHASE 2A WORK AREA PER CONSTRUCTION DOCUMENTS - REFER TO SHEET A101C. 2A-2: INSTALL NEW FURNITURE TO RELOCATE OCCUPANTS OF OFFICE L-266A PRIOR TO START OF PHASE 2B.

Project No.

6287.042.01

Drawn By

JHA

Checked By

MLK

Date

06/14/13

Revisions No.

Date

Description

HATCHED AREA INDICATES NEW EGRESS ROUTE. (2 HOUR FIRE RESISTIVE EXIT PASSAGEWAY)

HATCHED AREA INDICATES AREAS OF CHARLTON LOBBY LEVEL THAT ARE FULLY OCCUPIED AND OPPERATIONAL BY MAYO CLINIC DURING PHASES 1C AND 2A OF CONSTRUCTION.

CONSTRUCTION PHASING DRAWINGS - PHASE 1C AND 2A

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100

STAIR D

STAIR D UP

6.1

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

6.5

5.3

6.4

6.1

5.2

Consultants

6.4

PAIN CLINIC 7770 S.F.

5.3 5.2

6.2

5.3

6.4

5.1 E cs

1 F

E sc

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3 F

2 F

4 F

6 F

5 F

8 F

7 F

9 F

F 1 0

F 1 2

F 1

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1 F

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3 F

2 F

4 F

5 F

9 F

8 F

7 F

6 F

F 1

F 1 0

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5 F

9 F

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7 F

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9 F

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K M

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T a b Ca p s L ko c

4 S

E n t e r

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207A

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5.2

Signature

6.3

5.3

5.1

207

6.4

EXIT PASSAGE WAY

200-09

207

LOBBY/WAITING 2380 S.F. 280 D9160L

LOBBY/WAITING 2380 S.F. 280

D9160L

EXIT PASSAGE WAY

TEMPORARY VITALS LOCATION

F 1 2

Ca p s L ko c S

S th fi S tfh i

6.1

F 1 2

o c

T a b T a b

Certification

6.1

Registration Number

TEMPORARY SCHED. LOCATION

Date

200-09

207

207A

207

24BD

5.3

36BC

207A

18BD

Signature

18BD

207B

STAIR C

5.1

DAVE NORBACK

Registration Number STAIR C

Date

5.1 LOBBY/WAITING 2950 S.F. 207

06.14.13

TEMPORARY CA LOCATION

5.3 207B

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.

DAVE NORBACK

11902 06.14.13

Project For LOBBY/WAITING 2950 S.F. 207

208 266

5.1

208

5.3 274

266

200-08

274

200-08 266A

266A

PAIN CLINIC RELOCATION OUTPATIENT PHLEBOTOMY 1710 S.F.

OUTPATIENT PHLEBOTOMY 1710 S.F.

INPATIENT PHLEBOTOMY 2300 S.F.

CHARLTON BUILDING LOBBY LEVEL

ELEV

PROJECT #7R110550 F

PHASE 2B PLAN

3/32" = 1'-0"

PHASE 2C PLAN 3/32" = 1'-0"

NORTH KEYNOTES - PHASING PLAN - PHASE 2B 5.1 5.2 5.3

2B-1: INSTALL TEMPORARY PARTITION (TO BE REMOVED AT END OF CURRENT PHASE). 2B-1: EXISTING TEMPORARY PARTITION TO REMAIN THIS PHASE. 2B-2: PHASE 2B WORK AREA PER CONSTRUCTION DOCUMENTS - REFER TO SHEETS A101B AND A101C.

PHASING DRAWING GENERAL NOTES

NORTH PHASING LEGEND

1. ALL CONTRACTORS ARE RESPONSIBLE TO REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR INFORMATION ON ALL CONSTRUCTION DOCUMENTS.

SHADED AREA INDICATES AREA OF CONSTRUCTION IN CURRENT PHASE.

2. ALL CONTRACTORS AND SUBCONTRACTORS TO COMPLY WITH MAYO CAMPUS STANDARD SPECIFICATIONS AND STANDARD PROCEDURES.

5. 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.

TEMPORARY PARTITION WALLS

6.4 6.5

KEYNOTE

INDICATES LOCATION OF NEW AND EXISTING FIRE RESISTIVE WALLS - REFER TO SHEET G101 FOR LIFE SAFETY PLAN.

2C-1: INSTALL TEMPORARY PARTITION (TO BE REMOVED AT END OF CURRENT PHASE). 2C-1: TEMPORARY WORK AREAS TO BE INSTALLED AT START OF THIS PHASE (REMOVED OR RELOCATED BETWEEN PHASE 2C AND 2D). IN THIS PHASE. 2C-1: TEMPORARY WORK AREAS TO BE INSTALLED AT START OF THIS PHASE (REMOVED OR RELOCATED BETWEEN PHASE 2C AND 2D). IN THIS PHASE. 2C-2: PHASE 2C WORK AREA PER CONSTRUCTION DOCUMENTS - REFER TO SHEETS A101A AND A101B. 2C-3: PHASE 2C WORK AREA PER CONSTRUCTION DOCUMENTS - REFER TO SHEETS A101A AND A101B.

Project No.

6287.042.01

Drawn By

JHA

Checked By

MLK

Date

06/14/13

Revisions

6. 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. 7. FLAME SPREAD CLASSIFICATION OF INSTALLED FINISH MATERIALS SHALL CONFORM TO 2003 MINNESOTA BUILDING CODE (2000 INTERNATIONAL BUILDING CODE) CHAPTER 8.

6.1 6.2 6.3

KEYNOTES - PHASING PLAN - PHASE 2C

No.

Date

Description

HATCHED AREA INDICATES LOCATION OF NEW EXIT PASSAGEWAY.

HATCHED AREA INDICATES AREAS OF CHARLTON LOBBY LEVEL THAT ARE FULLY OCCUPIED AND OPPERATIONAL BY MAYO CLINIC DURING PHASES 2B AND 2C OF CONSTRUCTION.

CONSTRUCTION PHASING DRAWINGS - PHASE 2B AND 2C

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100

100 STAIR D

STAIR D UP

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

PAIN CLINIC 7770 S.F.

Certification

7.2

TEMPORARY SCHED. LOCATION Ca p s L o ck S tfh i C t rl

7 F

6 F

5 F

4 F

3 F

T a b

8 F

9 F

F 1 0

F 1

R F

U H

E n t e r

S tfh i

I n s

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De l

E n d

g P p U g P Dn w

u m N L 7

~ `

T a b

o c 8

A tl A tl

C t rl

Ca p s L o ck E n t e r

S tfh i C t rl

6 F

5 F

4 F

3 F

{

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" X

8 F

7 F

9 F

F 1 0

F 1 2

F 1

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S tfh i

A tl A tl

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8.1

TEMPORARY VITALS LOCATION

2 F

F 1 2

B ck sp a c E

1 F

E sc

2 F

1 F

E sc

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7.1

E n t e r

E cs

2 F

1 F

4 F

3 F

5 F

7 F

6 F

8 F

9 F

F 1 0

F 1

E cs

F 1 2

2 F

1 F

7 F

6 F

5 F

4 F

3 F

8 F

9 F

F 1 0

F 1

F 1 2

~ 3

B kc p s a c

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` E

T a b Q Ca p s L ko c

W S

T F

U J

{

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S th fi X

g P U p g P Dw n

N u m L o c 7

B kc p s a c

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Signature LOBBY/WAITING 2380 S.F. 280

7.3 D9160L

EXIT PASSAGE WAY

7.2

207

LOBBY/WAITING 2380 S.F. 280

Registration Number

EXIT PASSAGE WAY

200-09

Date

200-09

207

207A

207

06.14.13

24BD

36BC

207A

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.

DAVE NORBACK

18BD

Signature

18BD

207B

207B STAIR C

200-06A

LOBBY/WAITING 2950 S.F. 207

DAVE NORBACK

Registration Number STAIR C

Date

200-06A

LOBBY/WAITING 2950 S.F. 207

11902 06.14.13

Project For

208

208 266

274

266

200-08

274

200-08 266A

266A

PAIN CLINIC RELOCATION OUTPATIENT PHLEBOTOMY 1710 S.F.

OUTPATIENT PHLEBOTOMY 1710 S.F.

INPATIENT PHLEBOTOMY 2300 S.F.

CHARLTON BUILDING LOBBY LEVEL

ELEV

PROJECT #7R110550 F

PHASE 2D PLAN

3/32" = 1'-0"

PHASE 2E PLAN 3/32" = 1'-0"

NORTH KEYNOTES - PHASING PLAN - PHASE 2D 7.1 7.2 7.3

2D-1: INSTALL TEMPORARY PARTITION (TO BE REMOVED AT END OF CURRENT PHASE). 2D-1: TEMPORARY WORK AREAS TO BE INSTALLED DURING THIS PHASE (REMOVED AT COMPLETION OF THIS PHASE). 2D-2: PHASE 2D WORK AREA PER CONSTRUCTION DOCUMENTS.

PHASING DRAWING GENERAL NOTES

NORTH PHASING LEGEND 8.1

1. ALL CONTRACTORS ARE RESPONSIBLE TO REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR INFORMATION ON ALL CONSTRUCTION DOCUMENTS.

SHADED AREA INDICATES AREA OF CONSTRUCTION IN CURRENT PHASE.

3. 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. 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.

TEMPORARY PARTITION WALLS

KEYNOTE

INDICATES LOCATION OF NEW AND EXISTING FIRE RATED WALLS. REFER TO SHEET G101 FOR LIFE SAFETY PLAN.

6287.042.01

Drawn By

JHA MLK

Date

06/14/13

Revisions

2E-1: PHASE 2E WORK AREA PER CONSTRUCTION DOCUMENTS - REFER TO SHEET A101A.

Project No.

Checked By

2. ALL CONTRACTORS AND SUBCONTRACTORS TO COMPLY WITH MAYO CAMPUS STANDARD SPECIFICATIONS AND STANDARD PROCEDURES.

4. CONTRACTORS TO PROVIDE TEMPORARY PARTITIONS AND DUST CONTROL AT ALL LOCATIONS WHERE WORK OCCURS IN CORRIDORS AND/OR CANNOT BE CONTAINED WITHIN ROOMS.

KEYNOTES - PHASING PLAN - PHASE 2E

No.

Date

Description

HATCHED AREA INDICATES LOCATION OF NEW EXIT PASSAGEWAY.

HATCHED AREA INDICATES AREAS OF CHARLTON LOBBY LEVEL THAT ARE FULLY OCCUPIED AND OPPERATIONAL DURING PHASES 2D AND 2E OF CONSTRUCTION.

CONSTRUCTION PHASING DRAWINGS - PHASE 2D AND 2E

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PHASING LEGEND

3 1

279L-A

TEMPORARY PARTITION WALLS

Consultants

KEYNOTE

INDICATES LOCATION OF NEW AND EXISTING FIRE RESISTIVE WALLS. REFER TO SHEET G101 FOR LIFE SAFETY PLAN.

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

STORAGE 279L

207

279L

1 E

SHADED AREA INDICATES AREA OF CONSTRUCTION IN CURRENT PHASE.

5' - 0"

207B

5' - 5"

Certification

EXISTING STAIR C

HATCHED AREA INDICATES EXTENT OF EXISTING EXIT AND NEW EXIT PASSAGEWAY.

HATCHED AREA INDICATES AREAS OF CHARLTON LOBBY LEVEL THAT ARE FULLY OCCUPIED AND OPPERATIONAL BY MAYO CLINIC DURING PHASES.

Signature

DAVE NORBACK

Registration Number

PARTIAL ENLARGED PHASE 1A PLAN

1/4" = 1'-0"

PARTIAL ENLARGED PHASE 1B PLAN 1/4" = 1'-0"

Date

KEYNOTES - ENLARGED PHASING PLANS 1 2

INDICATES LOCATION OF TEMPORARY DUST PARTITIONS. DOOR NUMBER 207B SIZE: 4’-0” X 7’-0” DOOR TYPE: A FRAME TYPE: F1 J AMB: 8/A301 HEAD: 7/A301 FIRE LABEL: 90 MINUTE HARDWARE: EL5 KICKPLATE DOOR NUMBER 279L SIZE: 3’-0” X 7’-0” DOOR TYPE: A FRAME TYPE: F1 J AMB: 8/A301 HEAD: 7/A301 FIRE LABEL: 90 MINUTE HARDWARE: EL5 KICKPLATE

DOOR NUMBER 279L-A SIZE: 3’-0” X 7’-0” DOOR TYPE: A FRAME TYPE: F1 J AMB: 4/A 301 HEAD : 3/ A301 FIRE LABEL: N/A HARDWARE: ST2 KICKPLATE

5 6

INSTALL TEMPORARY MAGNETIC HOLD OPEN. NO WORK IN THIS AREA.

11902 06.14.13

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

DAVE NORBACK

Registration Number Date

11902 06.14.13

Project For

PAIN CLINIC RELOCATION CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550

TEMPORARY VITALS LOCATION TEMPORARY SCHED. LOCATION

Project No.

6287.042.01

Drawn By

BCS

Checked By

TEMPORARY A.A LOCATION

MLK

Date

207B

TEMPORARY CA LOCATION

06/14/13

Revisions No.

Date

Description

D9160L

207

EXIT PASSAGE WAY 207

36BC

PARTIAL ENLARGED PHASE 1C PLAN 1/4" = 1'-0"

CONSTRUCTION PHASING DRAWINGS - ENLARGED PLANS

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DEMOLITION PLAN GENERAL NOTES:

AREA A AREA B

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

B L-227

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. 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.

L-100-STD

L-231

L-291

L-229

L-225

L-289A

L-289B

L-289C

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.

L-289D

L-200-04 L-223

L-289

L-233

L-200-12

L-222

L-221

L-220

L-285

L-287

L-235

L-236

5. LOUD DEMOLITION WORK (i.e. CONCRETE REMOVAL) SHALL BE COORDINATED WITH THE BUILDING MANAGER TO MINIMIZE DISRUPTION TO BUILDING OCCUPANTS. 6. 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.

L-289E

Consultants 7. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED. 8. 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.

L-280

L-281

REF.

L-283 L-219

L-200-09

L-200-11

L-218 L-238

L-200-05

DEMOLITION PLAN LEGEND:

L-279F

L-200-02 L-279E

L-217

L-279G

L-279H

L-279K

L-279J

Signature

DAVE NORBACK

EXISTING DOOR AND FRAME TO REMAIN

Registration Number

L-279-1

L-279-4

L-215

EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED

L-279C

L-279D

L-279L

L-213 L-212

L-279-2

L-241

L-242

ROOM NAME

L-279M

L-200-03

L-279N

L-279Q

AREA A AREA B AREA A

AREA A L-200-06A

EQUIPMENT TO BE RELOCATED, REFER TO EQUIPMENT SCHEDULE

Date

06.14.13

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

DAVE NORBACK

Registration Number

11902

Date

06.14.13

Project For

EXISTING FURNITURE TO BE RELOCATED, REFER TO FURNITURE SCHEDULE EXISTING FURNITURE AND EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER'S STOCK.

L-274C

L-278

AREA B AREA C AREA C

11902

L-279P

L-275

PAIN CLINIC RELOCATION

L-274B

L-274A

AREA B AREA C

L-200-06B

CHARLTON BUILDING LOBBY LEVEL

L-207

L-208

KEYNOTE

"OUT"

D L-278A

L-279-3

L-207B

ROOM TAG

L-279

L-279A

L-243

EXISTING DOOR AND FRAME TO BE REMOVED

L-279-5

L-279B

L-207A

Certification

EXISTING PARTITION TO REMAIN

L-216

L-211

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

L-266A L-274

L-266-1

PROJECT #7R110550

L-266-2

Key Plan

L-200-08

L-200-08A L-266-3

L-247-3

L-205

L-265

L-267A

L-247A Project No.

L-247

L-266-4

Drawn By

L-267

L-266

6287.042.01 AVP

Checked By

L-200-01 L-203

L-247B

MLK

Date

06/14/13

L-247C

L-247E

AREA C

L-263

Revisions No.

Date

Description

L-247D

OVERALL DEMOLITION PLAN 1/8" = 1'-0"

NORTH

OVERALL DEMOLITION PLAN

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REFER TO SHEET A001 FOR REMOVAL OF EXISTING WALL AND SIDEWALK

10' - 0"

26 1'-9"

10' - 0"

DEMOLITION PLAN LEGEND:

10' - 0"

EXISTING PARTITION TO REMAIN

"OUT"

TOILET L-227

"OUT"

TOILET L-229

21' - 0" 16

"OUT"

EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED

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.

CORRIDOR L-200-04

"OUT"

TREATMENT 5 L-236

UTILITY L-220

KEYNOTES - DEMOLITION PLAN- AREAS A, B AND C

3 4

"OUT"

"OUT" "OUT"

"OUT" 5

"OUT"

TREATMENT L-218

"OUT"

TREATMENT 5 L-238

"OUT"

CORRIDOR L-200-05 7

"OUT"

"OUT" "OUT"

CORRIDOR L-200-02

"OUT"

TREATMENT L-217 5

"OUT"

1' - 0"

"OUT"

TREATMENT L-215

"OUT"

40' - 0"

"OUT"

12 "OUT"

1' - 0"

"OUT"

TREATMENT 5 L-213

"OUT"

17 18 19

"OUT"

TREATMENT L-241 5

TREATMENT L-242

"OUT"

TREATMENT L-243 5

"OUT"

21 22 23

"OUT"

CORRIDOR L-200-03 17

"OUT"

10' - 0"

25 26

"OUT"

27 28 29 30

"OUT"

"OUT" "OUT"

"OUT"

1' - 0"

1'-9"

"OUT"

7' - 0"

"OUT"

EDUCATION 5 L-211

1' - 2 3/8"

"OUT"

1'-9"

"OUT" "OUT"

TREATMENT L-212

24 "OUT"

"OUT"

9 10 11 12 13 14 15 16

"OUT" "OUT"

"OUT"

STORAGE L-279D

"OUT"

24 "OUT"

"OUT"

NOURISHMENT L-279E

17 NURSE L-216

MEDICATION L-279F

"OUT"

53 "OUT"

EXISTING FURNITURE AND EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER'S STOCK.

8. 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.

"OUT"

EXISTING FURNITURE TO BE RELOCATED, REFER TO FURNITURE SCHEDULE

"OUT"

TREATMENT 5 L-235

TREATMENT L-219

"OUT"

1' - 0" "OUT"

EQUIPMENT TO BE RELOCATED, REFER TO EQUIPMENT SCHEDULE

1 2

"OUT"

6. 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.

"OUT"

TREATMENT L-221 5

5. LOUD DEMOLITION WORK (i.e. CONCRETE REMOVAL) SHALL BE COORDINATED WITH THE BUILDING MANAGER TO MINIMIZE DISRUPTION TO BUILDING OCCUPANTS. KEYNOTE

TREATMENT L-233 5

CLEAN LINEN L-222

7. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED.

"OUT"

ROOM TAG

"OUT"

ROOM NAME

TREATMENT 5 L-223

"OUT"

EXISTING DOOR AND FRAME TO BE REMOVED

EXISTING STAIR D L-100-STD

5' - 0"

"OUT"

JANITOR L-231

"OUT"

40' - 0"

TREATMENT L-225 5

"OUT"

1' - 0"

"OUT"

11' - 0" 31

AREA A AREA B

"OUT"

1' - 0"

"OUT"

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

EXISTING DOOR AND FRAME TO REMAIN

B 27

DEMOLITION PLAN GENERAL NOTES:

RECEPTION L-207A 2

31 32 33

WAITING L-207B 2

"OUT"

34 35 36 37 38

5 "OUT"

"OUT"

39 40

10' - 0"

AREA A

AREA A AREA B

"OUT"

41 42 43 44 45 46 47 48 49 50 51 52 53 54

"OUT"

TREATMENT L-278 5

CORRIDOR L-200-06A

AREA A

AREA B AREA C

55 56 57

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

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:22 PM

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NORTH

NO WORK IN THIS ROOM OR AREA THIS AREA OR ROOM WILL REMAIN OCCUPIED AND OPERATIONAL DURING CONSTRUCTION. PROTECT ALL EXISTING FINISHES AND FURNITURE FROM DAMAGE DURING CONSTRUCTION REFER TO SHEET G201PHASE 1A FOR DEMOLITION, TEMPORARY PARTITIONS AND NEW CONSTRUCTION THIS AREA REFER TO SHEET G201 PHASE 1B FOR DEMOLITION, TEMPORARY PARTITIONS AND NEW CONSTRUCTION THIS AREA REMOVE EXISTING EXAM ROOMS A. REMOVE AND RETAIN FOR THE OWNER THE FOLLOWING ITEMS: 1. ALL FURNITURE AND EXAM BEDS 2. ALL CASEWORK 3. SHELVING 4. WALL MOUNTED EQUIPMENT AND HOLDERS 5. MONITOR WALL MOUNTING PLATES AND HARDWARE 6. WHITE BOARDS 7. LIGHT BOX 8. SOAP DISPENSER 9. TOWEL DISPENSER 10. GLOVE BOXES 11. CLOCK 12. CURTAIN TRACKS 13. WOOD DOORS 14. FINISH HARDWARE B. REMOVE AND DO NOT RETAIN THE FOLLOWING ITEMS: 1. REMOVE EXISTNG SINKS AND SUPPLY AND WASTE PIPING. EXISTING WASTE LINES SHALL BE ABANDONED IN PLACE - REFER TO MECHANICAL DRAWINGS 2. COMPLETELY REMOVE ALL EXISTING SUSPENDED GYPSUM BOARD CEILINGS WITH GLUE ON ACOUSTICAL TILE 3. REMOVE ALL EXISTING VERTICAL STEEL TUBES MOUNTED TO THE UNDERSIDE OF THE EXISTING FLOOR STRUCTURE - TUBES LOCATED ON THE INSIDE OF ROOM BY EACH ENTRANCE DOOR TO ROOM 4. REMOVE ALL EXISTING FIN TUBE RADIATION COVERS 5. REMOVE ALL LIGHT FIXTURES - SEE ELECTRICAL DEMOLITION DRAWINGS 6. REMOVE ALL FINISHES 7. REMOVE HOLLOW METAL DOOR FRAMES 8. REMOVE PLASTIC LAMINATE COUNTER TOPS

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

REMOVE EXISTING NURSE STATION ROOM A. REMOVE AND RETAIN FOR THE OWNER THE FOLLOWING ITEMS: 1. SOAP DISPENSERS 2. TOWEL DISPENSERS 3. WALL MOUNTED EQUIPMENT AND HOLDERS 4. ALL CASEWORK, BASE CABINETS AND WALL CABINETS B. REMOVE AND DO NOT RETAIN THE FOLLOWING ITEMS: 1. PLASTIC LAMINATE COUNTERTOPS 2. REMOVE EXISTNG SINKS AND SUPPLY AND WASTE PIPING. EXISTING WASTE LINES SHALL BE ABANDOND IN PLACE - REFER TO MECHANICAL DRAWINGS 3. COMPLETELY REMOVE ALL FINISHES 4. COMPLETELY REMOVE SUSPENDED CEILING SYSTEM REMOVE EXISTING GYPSUM BOARD/STEEL STUD BULK HEAD AND SOFFIT REMOVE EXISTING GYPSUM/STEEL STUD WINOW OPENING IN FILLS COMPLETELY REMOVE ALL EXISTING GYPSUM BOARD SOFFITS REMOVE EXISTING WOOD OCCUPANCY PANELS REMOVE EXISTING SHELVING, STANDARDS AND BRACKETS - RETAIN FOR OWNER REMOVE EXISTING CABINET AND SHELVING REMOVE EXISTING DOORS AND FINISH HARDWARE - RETAIN FOR OWNER REMOVE EXISTING DOORS, FINISH HARDWARE, AUTOMATIC OPENERS, CONTROLERS AND WALL PADDLES AND RETAIN FOR OWNER REMOVE EXISTING COUNTERTOP AND WALL CABINET - RETAIN FOR OWNER REMOVE EXISTING MEDICAL GAS PIPING AND SHUT OFF VALVES - REFER TO MECHANICAL DRAWINGS REMOVE EXISTING PNEUMATIC TUBE STATION AND RELATED PNEUMATIC TUBE PIPING AND RETAIN FOR OWNER- REFER TO MECHANICAL DRAWINGS REMOVE EXISTING EWC AND RELATED PIPING - EXISTING WASTE LINES SHALL BE ABANDOND IN PLACE - REFER TO MECHANICAL DRAWINGS REMOVE EXISTING JANITOR MOP SINK AND RELATED PIPING - EXISTING WASTE LINES SHALL BE ABANDOND IN PLACE - REFER TO MECHANICAL DRAWINGS REMOVE EXISTING FIN TUBE RADIATION – REFER TO MECHANICAL DRAWINGS REMOVE EXISTNG SINKS. SUPPLY AND WASTE PIPING - EXISTINGWASTE LINES SHALL BE ABANDOND IN PLACE - REFER TO MECHANICAL DRAWINGS DASHED LINES INDICATE EXTEND OF SAW CUTTING AND REMOVAL OF THE EXISTING 6 “THICK TOPPING SLAB TO ACCOMMODATE THE INSTALLATION OF NEW SANITARY WASTE LINES – REFER TO PLUMBING DRAWINGS REMOVE EXISTING FOLDING SHELVES UNITS - RETAIN FOR OWNER CAREFULLY REMOVE AND RETAIN EXISTING STONE VENEER PANELS FOR REUSE AND NEW CONSTRUCTION - SEE PARTIAL EXTERIOR ELEVATIONS REMOVE EXISTING EXTERIOR DOOR, FRAME AND HARDWARE SAWCUT AND REMOVE EXISTING CONCRETE SLAB REMOVE EXISTING COMPOSITE CONCRETE/STEEL DECK REMOVE EXISTING CONCRETE SUPPORT WALLS (EXISTING STAIR AND LANDING SUPPORT) DOWN TO EXISTING CONCRETE TOPPING SLAB. PREPARE EXITING CONCRETE TOPPING SLAB FOR NEW FLOOR FINISHES REMOVE EXISTING HANDRAIL AND PATCH FLOOR AS REQUIRED REMOVE EXISTING EXTERIOR WAL CONSTRUCTION FROM OPENING TO DIMENSION INDICATED TO ACCOMMODATE NEW CONSTRUCTION REMOVE SAW CUT AND EXISTING CONCRETE STEM WALL BELOW FROM WINDOW SILL TO ELEVATION 101’-6” - SEE WALL SECTION SHEET A 501 FOR EXTENT REMOVE EXISTING HANDRAILS REMOVE EXISTING CONCRETE STAIRS REMOVE EXISTING CONCRETE RAMPS REMOVE EXISTING COMPOSITE CONCRETE/STEEL DECK (APPROX 8” THICK) REMOVE EXISTING 8” CMU SUPPORT WALLS, REMOVE ALL EMBEDDED REINFORCING BARS, AND SCRAPE THE EXISTING SLAB OF ALL MORTAR. REMOVE EXISTING GYPSUM BOARD UP 3’-0” OF FROM FLOOR LINE ALONG THE INTERIOR FACE OF THE EXISTING EXTERIOR NORTH WALL. REMOVE EXISTING WINOW UNIT AND RETAIN FOR INSTALLATION IN EXISTING MODIFIED OPENING LOCATED IN THE EXISTING NORTH EXTERIOR WALL REMOVE SHARPS DISPOSAL UNIT AND RETAIN FOR OWNER EXISTING SOFFIT TO REMAIN - BOTTOM AT 7’-6” AFF EXISTING BULKHEAD TO REMAIN - BOTTOM AT 7’-6” AFF EXISTING SOFFIT TO REMAIN - BOTTOM AT 7’-21/2” AFF EXISTING SUSPENDED CEILING SYSTEM TO REMAIN - AT 8’-0” AFF NOT USED REMOVE EXISTING CABINETS AND RETAIN FOR OWNER REMOVE EXISTING TIME CLOCK AND RETAIN FOR OWNER REMOVE EXISTING LOCKERS AND RETAIN FOR OWNER REMOVE EXISTING CEILING MOUNTED PROJECTOR AND RETAIN FOR OWNER REMOVE EXISTING CEILING MOUNTED PROJECTION SCREEN AND RETAIN FOR OWNER REFER TO SHEET G201PHASE 1C FOR DEMOLITION, TEMPORARY PARTITIONS AND NEW CONSTRUCTION THIS AREA REFER TO SHEET G203 PHASE 2B FOR DEMOLITION, TEMPORARY PARTITIONS AND NEW CONSTRUCTION THIS AREA CUT AND REMOVE EXISTING 2 HOUR FIRE RATED CORRIDOR WALL TO A HEIGHT OF 7’-6” AFF AND BY WIDTH DIMENSION INDICATED – SEE SHEET G206 FOR NEW TEMPORARY EXIT CONSTRUCTION CUT AND REMOVE EXISTING WALL TO 7’-6” AFF AND WIDTH INDICATED FOR INSTALLATION OF NEW DOOR AND FRAME. REFER TO SHEET G202 PHASE 2A FOR DEMOLITION, TEMPORARY PARTITIONS AND NEW CONSTRUCTION THIS AREA REFER TO SHEET G202 PHASE 2A AND TO SHEET G203 PHASE 2B FOR DEMOLITION, TEMPORARY PARTITIONS AND NEW CONSTRUCTION THIS AREA

11902

Date

06.14.13

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

DAVE NORBACK

Registration Number

11902

Date

06.14.13

Project For

REMOVE EXISTING TOILET ROOMS A. REMOVE AND RETAIN FOR THE OWNER THE FOLLOWING ITEMS: 1. ALL EXISTING TOILET ACCESSORIES 2. ALL MIRRORS 3. CURTAIN TRACKS B. REMOVE AND DO NOT RETAIN THE FOLLOWING ITEMS: 1. COMPLETELY REMOVE ALL TOILET FIXTURES AND RELATED PIPING, EXISTING WASTE LINES SHALL BE ABANDOND IN PLACE - REFER TO MECHANICAL DRAWINGS 2. COMPLETELY REMOVE EXISTING FLOOR FINISH 3. COMPLETELY REMOVE ALL FINISHES 4. COMPLETELY REMOVE SUSPENDED CEILING TILE AND GRID REMOVE EXISTING CORRIDORS A. REMOVE AND RETAIN FOR THE OWNER THE FOLLOWING ITEMS: 1. EXISTING FIRE EXTINGUISHERS AND CABINETS 2. SIGNAGE 3. EXISTING BULLETIN BOARDS AND WHITE BOARDS 4. FOLDING SHELF UNITS B. REMOVE AND DO NOT RETAIN THE FOLLOWING ITEMS: 1. REMOVE ALL EXISTING SUSPENDED CEILING SYSTEM 2. COMPLETELY REMOVE ALL FINISHES INCLUDING INSIDE FACE OF THE EXTERIOR WALL

DAVE NORBACK

PAIN CLINIC RELOCATION CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550 Key Plan

B C

Project No.

6287.042.01

Drawn By

AP, JA

Checked By

MLK

Date

06/14/13

Revisions No.

Date

Description

ENLARGED DEMOLITION PLAN - AREA A

D101A

10' - 0"

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

"OUT"

AREA A AREA B

39 "OUT" "OUT"

"OUT"

CONFERENCE L-291

"OUT"

CORRIDOR L-200-12

9' - 0"

40' - 0"

15 CLOSET L-285

TREATMENT 5 L-235

ELEC RM L-287

34 36

24 "OUT"

"OUT"

7. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED.

2 D101C

"OUT"

KEYNOTES - DEMOLITION PLAN- AREAS A, B AND C

"OUT"

1 2

OFFICE L-289E

3 4

2 52

LOCKER L-280

6 "OUT"

OFFICE L-289D

"OUT"

TOILET L-281

"OUT"

OFFICE L-289C

"OUT"

2' - 0"

"OUT"

1' - 6"

"OUT"

2' - 6"

ELECTRICAL L-289

"OUT" TREATMENT L-233 5

"OUT"

OFFICE L-289B

"OUT"

OFFICE L-289A

"OUT"

3' - 0"

"OUT"

"OUT" "OUT"

EXISTING STAIR D L-100-STD

"OUT"

17' - 6"

"OUT"

TOILET L-283

CORRIDOR L-200-11

7' - 0"

48 15

8' - 9"

CORRIDOR L-200-09 46

"OUT"

DEMOLITION PLAN LEGEND:

"OUT"

TREATMENT L-279G

TREATMENT L-279H

"OUT"

CORRIDOR L-279-4

2' - 0"

"OUT"

9' - 0"

TOILET L-279B

"OUT"

TREATMENT L-243 5

TREATMENT L-279M

"OUT"

CORRIDOR L-279-3

"OUT"

AREA A AREA B

25 26

"OUT"

27 28 29 30 31 32 33 34 35 36 37 38

"OUT"

STORAGE L-274C

"OUT"

10' - 0" TREATMENT L-278

10' - 0"

NOURISH L-275

10' - 0"

SLD LINEN L-274A 13

AREA B AREA C

15 CORRIDOR L-200-06B

STOCK L-274B

10' - 0"

41 42 43 44 45 46 47 48 49 50 51 52 53 54

10' - 0"

"OUT"

CORRIDOR L-200-06A

"OUT"

AREA A

"OUT"

22 23

"OUT"

10' - 0"

17 18 19

TREATMENT L-279P 5

"OUT"

15 15

AREA B AREA C

55 56 57

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

NORTH C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:24 PM

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9 10 11 12 13 14 15 16

"OUT"

TREATMENT 5 L-279Q

TREATMENT L-278A

EXISTING FURNITURE AND EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER'S STOCK.

TREATMENT 5 L-279N

"OUT"

EXISTING FURNITURE TO BE RELOCATED, REFER TO FURNITURE SCHEDULE

"OUT"

EQUIPMENT TO BE RELOCATED, REFER TO EQUIPMENT SCHEDULE

"OUT"

TREATMENT L-279A

"OUT"

KEYNOTE

"OUT"

"OUT" 12

NURSE L-279

ROOM TAG

"OUT"

CORRIDOR L-279-5

"OUT"

NURSE L-279

"OUT"

CORRIDOR L-279-2

"OUT"

TREATMENT L-241 5

"OUT"

ROOM NAME

TREATMENT "OUT" L-279L

"OUT"

EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED

"OUT"

EXISTING DOOR AND FRAME TO BE REMOVED

STORAGE L-279C

STORAGE L-279D

40' - 0"

3' - 0"

2' - 2 1/2"

EXISTING DOOR AND FRAME TO REMAIN

3' - 0"

CORRIDOR L-279-1

EXISTING PARTITION TO REMAIN

2' - 0"

TREATMENT "OUT" L-279K

TREATMENT L-279J

"OUT"

8' - 0"

"OUT"

NOURISHMENT L-279E

"OUT"

5' - 0"

MEDICATION L-279F

"OUT"

9' - 6"

"OUT"

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

11902 06.14.13

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

DAVE NORBACK

Registration Number Date

11902 06.14.13

Project For

DAVE NORBACK

PAIN CLINIC RELOCATION CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550 Key Plan

B C

Project No.

6287.042.01

Drawn By

AVP

Checked By

MLK

Date

06/14/13

Revisions No.

Date

Description

ENLARGED DEMOLITION PLAN - AREA B

D101B

AREA A AREA B

10' - 0"

"OUT"

10' - 0"

EXISTING DOOR AND FRAME TO REMAIN

AREA B AREA C

CORRIDOR L-200-06B

EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED

AREA B AREA C

AREA C

"OUT"

HISTORY L-208

EXISTING PARTITION TO REMAIN

8' - 0"

AREA A

10' - 0"

5 "OUT"

CORRIDOR L-200-06A

DEMOLITION PLAN LEGEND:

"OUT"

OFFICE L-266A

"OUT"

"OUT" 57 EXISTING WORK 1 AREA L-266-1

"OUT"

ROOM TAG

1. SEE MECHANICAL DRAWINGS FOR DUCTWORK, DIFFUSER, PLENUM BOX, LIGHTING, ELECTRICAL CONDUIT, ETC. DEMOLITION AND/OR PROTECTION. 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. 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. 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. LOUD DEMOLITION WORK (i.e. CONCRETE REMOVAL) SHALL BE COORDINATED WITH THE BUILDING MANAGER TO MINIMIZE DISRUPTION TO BUILDING OCCUPANTS.

KEYNOTE

EQUIPMENT TO BE RELOCATED, REFER TO EQUIPMENT SCHEDULE

"OUT"

WORK AREA L-274

"OUT"

ROOM NAME

"OUT"

EXISTING DOOR AND FRAME TO BE REMOVED

DEMOLITION PLAN GENERAL NOTES:

EXISTING FURNITURE TO BE RELOCATED, REFER TO FURNITURE SCHEDULE EXISTING FURNITURE AND EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER'S STOCK.

"OUT"

KEYNOTES - DEMOLITION PLAN- AREAS A, B AND C "OUT"

"OUT"

1 2

CORRIDOR L-200-08

"OUT"

3 4

INPATIENT PHLEBOTOMY

EXISTING TUBE STATION L-266-3

EXISTING PULL STATION L-247-3

3' - 4"

EXISTING CORRIDOR L-200-08A

EXISTING JANITOR L-265 1

EXISTING SOILED LINEN L-267A 1 6

EXISTING PAR STOCK L-266-4

BLOOD DRAW L-247

EXISTING ELEV LOBBY L-267

EXISTING STORAGE L-266

2 7

ENLARGED DEMOLITION PLAN - AREA C 1/4" = 1'-0"

NORTH 8

10' - 0"

9 10 11 12 13 14 15 16

10' - 0"

17 18 19 20

2 EXISTING STAIR D L-100-STD

22 23

25 26

27 28 29 30

35 CORRIDOR L-200-12

31 32

33 34 35 36 37 38

ELEC RM L-287

CLOSET L-285

40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

55 56 57

ENLARGED DEMOLITION PLAN - AREA B, AT EXISTING RAISED FLOOR AREA 1/4" = 1'-0"

NORTH C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:26 PM

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Consultants

7. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED.

"OUT" EXISTING OFFICE L-266-2

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

Certification

Signature Registration Number

11902

Date

06.14.13

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

DAVE NORBACK

Registration Number

11902

Date

06.14.13

Project For

DAVE NORBACK

PAIN CLINIC RELOCATION CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550 Key Plan

B C

Project No.

6287.042.01

Drawn By

Checked By

MLK

Date

06/14/13

Revisions No.

Date

Description

ENLARGED DEMOLITION PLAN - AREA C

D101C

22" DRAIN LINE FROM PLENUM

C.O.

1-1/2" V UP

UP 2"W UP

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

V CW

6"D

3"W UP 1 1/2"W UP

2-1/2" V UP

2-1/2"V UP

2"W UP TO CLEANOUT 2"

2"W UP

2-1/2" V

2"W UP

C.O.

2"W UP

Consultants

1 MCU-6 P

4"W

P 2"W

ABOVE

HW V

1-1/2" W

4"W

2"W

4"W UP TO CLEANOUT

2"W

1-1/2"W

4"W

1-1/2" 1 1/2"W

2"W

2"W UP

KEYNOTES - DEMO RCP

4"W

2"W

3"W

2"W

2"W UP

1-1/2"

Certification

1 1/2" W UP

4"W UP

1 1/2"W UP

REMOVE SECTION OF CEILING AND/OR WALLS AS REQUIRED TO INSTALL NEW PIPING. COORDINATE WITH PLUMBING CONTACTOR. PATCH AND/OR REPLACE TO MATCH EXISTING AT COMPLETION OF PLUMBING WORK.

2"W UP

C 4"W

2"W 4"W

4"W 1 1/2"W UP

C.O. 2"W

2"W

Signature

DAVE NORBACK

2"W 2"W

1-1/2"W

Registration Number

2-1/2"W

2"W UP

3/4"

1 1/2"W UP

Date 2" W UP

11902 06.14.13

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.

1-1/2" V UP

1 1-1/2"W

1-1/2"

2"W UP

Signature 1-1/2" VENT UP

DAVE NORBACK

Registration Number 2"W UP

11902

2"W

Date

2"W UP

06.14.13

1-1/2"W

2"W

Project For

2"W UP

1 1/2"W UP

C.O. W 2" 1/ 12"W UP

2 " W

2"W

1 -

C.O.

1 / 2 " W

C.O.

2" 2"

PAIN CLINIC RELOCATION

2-1/2" V

8" RWC UP

4" W 1-1/2" V

CHARLTON BUILDING LOBBY LEVEL

4"W

1-1/2"

4"W UP

1-1/2"HW

4"W UP TO CLEANOUT 4"W

2-1/2"

1-1/2"

1-1/4"HW

PROJECT #7R110550 1-1/2"W UP

E 1-1/4"HW

PA6536

C.O. 2"W

PA4124

3/4"

PA6524

1 -

1-1/2"W UP

2 " 1 /

1-1/2"

PA6548

PA6524

Project No. Drawn By

1/2"

PA6548

2-1/2"

4"CW UP

3/4"

1-1/2"

3/4"

C.O. 1"

3/4"

Revisions Date

Description

PA5336

No. PA5336

06/14/13

1-1/2"V UP

MLK

Date

CW #1

PA5336

PA5342

Checked By

3/4"RHW UP

PA6548

PA5336

3"HW UP

1-1/2"

1-1/2"W UP

1/2"CW 1" HW

1-1/2"

PA5336

6"W UP

2-1/2"

PA6548

1-1/2"V UP

JHA

3"V UP

1-1/2"

6287.042.01

1-1/2"

3/4"

1-1/2"W UP

SUBWAY FLOOR 1/8" = 1'-0"

OVERALL SUBWAY LEVEL DEMOLITION PLAN

D200 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:27 PM

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1.1

1.6 1.5

3 A001

KEYNOTES - SITE DEMOLITION PLAN 1.4

1.3 1.1

3 A001

1.1

1.2

1.5

1.1

1.2

1.3

3 A001

1.1 1.2 1.3 1.4 1.5

1.3 1.6

EXISTING CONCRETE SIDEWALK TO REMAIN. EXISTING CONCRETE RETAINING WALLS TO REMAIN. EXISTING RAISED PLANTER AREA TO REMAIN. SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. SAWCUT AND REMOVE EXISTING CONCRETE RETAINING WALLS TO SUBWAY LEVEL ROOF DECK STRUCTURE BELOW. PATCH INSULATION AND WATERPROOFING IN ALL AREAS DISTURBED BY DEMOLITION. SEE DETAIL 3/A001. EXISTING RAISED PLANTER AREA SLOPES DOWN TO MEET SIDEWALK.

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

Certification

EXISTING BUILDING TO REMAIN

Signature

DAVE NORBACK

Registration Number Date

11902 06.14.13

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.

PARTIAL SITE DEMOLITION PLAN 1/8" = 1'-0"

NORTH

Signature

DAVE NORBACK

Registration Number Date

11902 06.14.13

Project For

2.1

2.6

PAIN CLINIC RELOCATION

KEYNOTES - SITE PLAN 2.4

2.1

2.3 2.5 2.4 2.1

2.2

2.2 2.3

2.1

2.1 2.2 2.3 2.4

EXISTING CONCRETE SIDEWALK TO REMAIN. EXISTING CONCRETE RETAINING WALL TO REMAIN. EXISTING RAISED PLANTER AREA TO REMAIN. REGRADE AREAS WHERE CONCRETE SIDEWALKS AND RETAINING WALLS HAVE BEEN REMOVED TO BLEND WITH EXISTING ADJACENT RAISED PLANTERS AND LANDSCAPED AREA. INSTALL PLANTINGS AND LANDSCAPING PER MAYO SPECIFICATIONS.

2.5

EXTEND EXISTING IRRIGATION SYSTEM TO INCLUDE NEW LANDSCAPED AREAS DUE TO REMOVAL OF CONCRETE SIDEWALK AND RETAINING WALLS. EXISTING RAISED PLANTER AREA SLOPES DOWN TO MEET SIDEWALK.

2.2 2.3

2.6

CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550

EXISTING BUILDING TO REMAIN

Project No.

PARTIAL SITE PLAN

1/8" = 1'-0"

6287.042.01

Drawn By

NORTH

BCS

Checked By

MLK

Date

06/14/13

Revisions No. PLANTING SOIL

INFILL RETAINING WALL AND SIDEWALK AREA TO BLEND GRADING WITH EXISTING ADJACENT LANDSCAPED AREAS.

REMOVE EXISTING INSULATION.

REMOVE EXISTING CONCRETE RETAINING WALL.

Date

Description

REMOVE EXISTING CONCRETE SIDEWALK. SOIL SEPARATOR INFILL WITH DRAINABLE FILL AT REMOVED RETAINING WALL - PATCH SOIL SEPARATOR AS REQUIRED. EXISTING WATERPROOFING AND INSULATION - PATCH AND REPAIR ANY DAMAGED AREAS. EXISTING SUBWAY LEVEL ROOF STRUCTURE.

SECTION TROUGH RETAINING WALL 1" = 1'-0"

PARTIAL DEMOLITION AND SITE PLAN

A001 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:32 PM

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FLOOR PLAN GENERAL NOTES 1. WALL SHELVING OR REAGENT SHELVING SUPPORTS SHALL BE SPACED AND POSITIONED TO CLEAR FITTINGS, ELECTRICAL PEDESTALS, AND SINKS.

2. OVERALL LENGTH OF TOPS SHALL BE DETERMINED BY CASEWORK AND DIMENSIONS AS INDICATED ON PLANS. TOPS SHALL OVERHANG ½” AT EACH END AND 1” FROM FRONT OF BASE CABINET. WHEN OVERALL DIMENSIONS ARE GIVEN, ½” OVERHANG IS NOT INCLUDED.

AREA A AREA B

3. OVERALL HEIGHT OF BASE CABINETS MUST BE AS SHOWN ON DRAWINGS (NOMINAL HEIGHT).

B ~ `

Shif t

Tab

s Cap Lock

Esc

DICTATION 1 Ct r l

FELLOWS/ RESIDENT WORK ROOM

Alt

F10

F11

Alt

{

pac Bcks

F12

Enter

Shif t

Hom

Del End

I sn

Num / Loc

Pg Dwn

Pg Up

2 3

E n t e r

227A

227A-1

EXISTING STAIR D

QU MD OFFICE 1

100

280J

LAMER MD OFFICE 4

280H

280G

280E

5. ALL EXPOSED TO VIEW COUNTERTOP EDGES, BACK OF SPLASHES, ALL EDGES OF TABLES, BACKS OF COUNTERTOPS AND SPLASHES HELD AWAY FROM WALL SHALL BE FILLED, SEALED AND FINISHED. 6. FILLER PANELS SHALL BE USED BETWEEN BACK OF CABINETS AND WALLS AT EXPOSED ENDS AND WHEN BASE CABINETS ARE SET BACK TO BACK. FILLER SHALL OCCUR EVEN WHERE NO BASE CABINETS OCCURS BUT BENCH IS PRESENT.

EDUCATION ROOM 280C

7. ALL CASEWORK AND ANY OTHER FURNISHINGS WITH EXPOSED TO VIEW AND SIDES SHALL BE FINISHED.

Alt

{

F10 F11

Ct r l

pac Bcks

F12

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Shif t

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8. 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.

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

CLOSET RN FILES 280K

EXAM 1 226

EXAM 6

EXAM 7

228

EXAM 8

230

EXAM 9

232

EXAM 2

235

LAB COATS

ASSISTANT SUPR./CLINIC STUDY COORDINATOR

SOILED LINEN 231

CORRIDOR

Num / Loc

7 Pg Dwn End

Pg Hom Up I sn

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Ct r l

F12

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N H

7 F6

Y 6

V F

5 F4

Alt

F2 2

A Q

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

OFFICE SUPERVISOR

10. SEE LIFE SAFETY PLANS, SHEETS FOR ALL RATED PARTITION LOCATIONS.

280B

Consultants

11. 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.

280F

12. REFER TO SHEET A301 FOR DOOR SCHEDULE AND PARTITION TYPE KEY. 13. REFER TO SHEET A801 FOR EQUIPMENT SCHEDULES.

RN SUPERVISOR

MAIL EQUIPMENT / COPY

14. REFER TO SHEET A201 FOR RCP.

280A

OPEN OFFICE RN/AA

200

236

CORRIDOR

Certification

PATIENT SUPPORT

PATIENT TOILET

Ct r l

Esc

~ `

Shif t

s Cap Lock

Tab

EXIST. EXIST. DATA/ ELECTRICAL COMMUNIC. ROOM ROOM 285 287

280-1

EXAM 3

280

Z A

s Cap k Loc Q

b Ta ~ ` c Es

X S

W 2

C D

E 3

V F

B G

U 7

M J

Y 6

5 F4

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{

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6 9 *

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2 F1 Tab

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Esc

s Cap Lock

280D

STAFF TOILET

200-7

233

200-4

STAFF NOURISHMENT

E n t e r

229

CLEAN LINEN

280-2

EXAM 10

234

200-8

224

MAUCK MD OFFICE 3

Esc

~ `

Tab

s Cap Lock

Ct r l

227A-2

225

PINGREE MD OFFICE 2

DICTATION 2 Shif t

227

Ct r l

MD WORK ROOM

4. COUNTERTOPS AND SPLASHES SHALL BE SEALED TO THE WALLS.

1 Q

A S

Alt

C F

T 7

H U

EXAM 15

OPEN OFFICE NP/PA

J 8 I

M K

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O 0

Alt

P =

F11

F10

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pac Bcks

F12

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1 F1

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Pg Dwn 7

Num / Loc

E n t e r Ct r l

Esc

~ `

Tab

s Cap Lock

Shif t

EQUIP. STORAGE

PATIENT TOILET

Signature

238

213

Alt

DAVE NORBACK

FLOOR PLAN LEGEND:

Registration Number

EXISTING PARTITION TO REMAIN

Date

EXISTING DOOR AND FRAME TO REMAIN

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.

D F4

4 5

215

Esc

223

E n t e r

EXAM 4

237

PAIN TECH WORK ROOM

217

N M

I O

9 0

Alt

F11

F10

? { "

Ct r l

pac Bcks Del

I sn

End

Hom

Pg Dwn

Pg Up

Num / Loc

* -

E n t e r

VITALS STATION 200-2

STORAGE

221

219

CORRIDOR 200-6

239

CORRIDOR 200-3

06.14.13

JANITOR 275

26' - 3 1/4"

222

STORAGE

8'-5"

EXAM 5

NEW PARTITON

Signature

Al t

Q W

D F

J I

: P

{ -

Ent

F11

F12

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Pg Dwn

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End

I ns

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REGISTRATION 2

Num Loc

NEW DOOR, REFER TO DOOR SCHEDULE

F10

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ROOM NAME

+ * 9 /

Ent

210

Num Loc

3 .

2 4

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F2 2

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220

CA WORK ROOM

274

DESK SUPERVISOR

207A

211A

C31-PL

D EXISTING STAIR C

AREA A AREA B

XXX

AREA A

ROOM TAG

Date

06.14.13

Project For

WAITING

211

CORRIDOR

11902

~ `

Tab

212

Cap s Loc k

214

216

211B

EXAM 14

Shif t

218

EXAM 13

PROCEDURE/ ULTRASOUND

EXAM 12

DAVE NORBACK

Registration Number

SCHEDULING EXAM 11

11902

F12

Enter

Shif t

PTNT. WRKS

AREA A

AREA B AREA C

WOMEN'S TOILET

KEYNOTE COUNTERTOP TAG

EQUIPMENT TAG

SPECIALITY EQUIPMENT TAG

101

DOOR TAG

PAIN CLINIC RELOCATION

274A

CORRIDOR

274C

WAITING 273

MEN'S TOILET

AREA B AREA C

CORNER GUARD - FULL HEIGHT, ACROVYN FOLKSTONE #927

CHARLTON BUILDING LOBBY LEVEL

AREA C

274B

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

PROJECT #7R110550 Key Plan

B C

Project No.

6287.042.01

Drawn By

AVP

Checked By

MLK

Date

06/14/13

Revisions

Date

Description

AREA C

No.

OVERALL FLOOR PLAN 1/8" = 1'-0"

NORTH

OVERALL FLOOR PLAN

A101 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:35 PM

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10' - 0" 2 A501

10' - 0"

FLOOR PLAN GENERAL NOTES

A501

1. WALL SHELVING OR REAGENT SHELVING SUPPORTS SHALL BE SPACED AND POSITIONED TO CLEAR FITTINGS, ELECTRICAL PEDESTALS, AND SINKS. 5

3. OVERALL HEIGHT OF BASE CABINETS MUST BE AS SHOWN ON DRAWINGS (NOMINAL HEIGHT).

A25-PL 227A

MD WORK ROOM

227A

A902

5 1/2"

235

1'-6" 1

A902

1'-1 1/2" 5" 3'-7 1/2"

1'-0 1/2" 2

1' - 3"

PATIENT TOILET

238

7'-6"

238

200-6

213

239

7 A501

A902

3'-7"

8 A901

M1 M1

A902

2 A921

REGISTRATION 210

CORRIDOR 207A

6 A901

207-1

6 A501

9' - 6"

212

SCHEDULING

5 1/2"

1 1' - 3 3/8"

DOOR TAG

23 24 26

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

15' - 9"

2 8

A902

9 1/2"

A25-PL

E 3

PAIN CLINIC RELOCATION

PROJECT #7R110550

Key Plan

VITALS STATION

Project No. F

200-2

D.1

6287.042.01

Drawn By G.2

AVP

Checked By

MLK

C FACE OF SCALE 29 1/2" x 31 1/2"

GB-18

A902

S.2

Date

GB-42

3 4"

238

1' - 6"

211A

K.2

M.2

Revisions No.

VITALS STATION ENLARGED PLAN 1/2" = 1'-0"

06/14/13

PATIENT TOILET

B C

G.2

GB-36

DESK SUPERVISOR

Date

Description

PATIENT TOILETS - SPECIALTY EQUIPMENT PLAN 1/4" = 1'-0"

EXISTING STAIR C XXX

Project For

GB-36

06.14.13

A25-SS

211A

Date

M.2

D.1

11902

GB-18

211

Registration Number

236

GB-42

K.2

PATIENT TOILET

3'-5 1/2"

DAVE NORBACK

CHARLTON BUILDING LOBBY LEVEL

CORNER GUARD - FULL HEIGHT, ACROVYN FOLKSTONE #927

1' - 6"

207

101

211B

6' - 1 5/8"

EXISTING WAITING

SPECIALITY EQUIPMENT TAG

9" 1' - 3"

5 1/2"

20 21

S.2

A25-PL

EXISTING RECEPTION

A25-PL

207

1' - 0"

EXAM 14

2'-4 1/2"

EQUIPMENT TAG

1' - 6"

9' - 10 1/2"

5 1/2"

17 18

2'-8"

212

214

9' - 6"

KEYNOTE COUNTERTOP TAG

7' - 7"

5 1/2"

9' - 6"

11 15 16

06.14.13

Signature

7 200

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.

CA WORK ROOM E

5 1/2"

214

5' - 0" M1

3' - 8"

5 1/2" 1' - 10 1/2"

7 1/2"

8' - 2"

216

ROOM TAG

PTNT. WRKS

200-2

C31-PL

EXAM 13

3 A511

1' - 0"

ROOM NAME

5' - 3"

1 7' - 0"

1' - 7 1/4"

4' - 0"

6 1/2"

207A

1' - 2 1/2"

1 A501

2'-6 1/4"

2 A511

5 1/2"

9 3/4"

4 A510

2' - 2"

4' - 5"

12' - 3"

12' - 10 1/2"

2'-8"

EXAM 12

218

5 1/2"

PROCEDURE/ ULTRASOUND

24' - 1 1/2" 5' - 0"

VITALS STATION

2 A101A

EXAM 11

6' - 4 1/2" 5 1/2"

237

3 CORRIDOR

5 1/2"

3'-4 1/4"

216

220

C25-PL

220

MIN

2'-8"

1'-7 1/4" 5"

5' - 0"

1'-6"

NEW DOOR, REFER TO DOOR SCHEDULE

17' - 5 1/2"

1' - 0"

5" B

200-3

5 6 7 8 9 10

A903

213

P 2

B B

26' - 0 1/2"

5'-2" 5 1/2" EQUIP. STORAGE

2'-10 1/2"

NEW PARTITON

EXAM 15

CORRIDOR

5' - 8"

43' - 11 1/2" OVERALL A901

200-7

C25-PL

5' - 0"

RECESSED COVED LIGHT - SEE DETAIL ?????? LEAD LINED DOOR WITH CONTINUOUS LEAD SHEETS TO MAKE UP TOTAL LEAD THICKNESS (1.6 MM LEAD = 4LB/SQ. FT. = 1/16”), SEE MAYO SPEC. SECTION 13750-RADIATION PROTECTION, REFER TO DOOR SCHEDULE AND MAYO SPEC. DIVISION 8 FOR SPECIFIED DOOR TYPE. 16" DEEP PLAM-2 SINGLE SHELF AT SIDE WALL. WITH BRACKETS TEMPORARY PARTITION FOR FURTURE PHASING. MATCH ADJACENT FINISHES BOTH SIDES CARD READER, SEE ELECTRICAL ALIGN NEW WALL WITH EXISTING WALL OR SOFFIT ABOVE 18" x 18" ACCESS PANEL 4" HIGH CONCRETE PAD OCCUPANCY PANEL, SEE DETAIL 14/A901 RECESSED MODIFIED DIGITAL WHEELCHAIR PLATFORM PATIENT SCALE "SECA 674" NEW WOOD WINDOW SILL - MATCH EXISTING SHELVING 60"W, 2 SHELVES HIGH, PLAM-2 18" WIDE PLASTIC LAMINATE FACED ADJUSTABLE SHELVES - 5 SHELVES TOTAL. WALL MOUNTED PHONE/ PAGER HANDSET, SEE ELECTRICAL E301B SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE EXTINGUISHER MOUNT AT 5'-0" TO TOP OF CABINET. PLASTIC LAMINATE FACED LAB COAT HOOK STRIP - SEE DETAIL 4/A920 1'-0" WIDE PLASTIC LAMINATE FACED SHELF AND METAL COAT ROD - SEE DETAIL X/AX FLOOR MOUNTED MOP SINK - MOUNT ON 4" HIGH CONCRETE PAD - SEE MECHANICAL LINE OF EXISTING SOFFIT TO REMAIN. NURSE CALL PANEL @ 3’-6” AFF, SEE ELEC E701, E301A WALL COLUMN SUPPORT POST BELOW - SEE DETAIL 5/A511 FOR COLUMN AND BASE PLATE DETAIL.

5 1/2"

EXISTING DOOR AND FRAME TO REMAIN

200

A902

KEYNOTES - FLOOR PLAN 1 2

CORRIDOR

24' - 11"

221

219

5 1/2"

FLOOR PLAN LEGEND:

8' - 7"

9'-7 1/2"

STORAGE

2 SIM. 7' - 6"

1' - 0"

3 SIM.

A903

C25-PL

DAVE NORBACK

Date

EXISTING PARTITION TO REMAIN

5 1/2"

18 O1

A902

5" EQ

Signature

200-8

6' - 7 1/2"

17' - 7"

215

4'-8"

3' - 0"

221

2' - 7"

PATIENT SUPPORT

9' - 6"

LAB COATS

5 1/2"

PAIN TECH WORK ROOM

STORAGE

218

40' - 0"

4' - 2"

7'-0"

3'-8"

A902

4' - 0"

7' - 5"

A902

A25-PL

236 SIM. 1

1' - 8"

217

5' - 0"

3' - 4" 5"

7'-0"

236

4 SIM.

8' - 6"

7' - 4 3/8"

PATIENT TOILET

233

5' - 0"

8' - 6"

OPEN OFFICE NP/PA

A902

ASSISTANT SUPR./CLINIC STUDY COORDINATOR

222

9' - 4 1/2" 2

3 A101A

5 1/2"

19' - 6 1/8"

A25-PL

2'-8"

2'-4 1/2"

1'-0"

6 A201

2' - 5 1/2"

5' - 8"

5' - 0"

EXAM 5

233

219

222

5" 15

14. REFER TO SHEET A201 FOR RCP.

Certification

4'-8" B

231

SOILED LINEN

10' - 8 1/2"

3'-8"

9' - 2 1/2"

229

12. REFER TO SHEET A301 FOR DOOR SCHEDULE AND PARTITION TYPE KEY. 13. REFER TO SHEET A801 FOR EQUIPMENT SCHEDULES.

2'-8"

7'-0"

EQ A

25' - 3" B

11. 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.

Registration Number

200-5

20 223

5 1/2"

215B

CLEAN LINEN

2'-8"

CORRIDOR

217B

9' - 5"

223

10' - 8 1/2"

6' - 7 1/2" 5"

CORRIDOR

5 1/2"

235

Consultants

10. SEE LIFE SAFETY PLANS, SHEETS FOR ALL RATED PARTITION LOCATIONS.

55' - 3" OVERALL

3'-0"

5 1/2"

EXAM 4

9' - 6"

EXAM 10

5 1/2"

2'-8"

200-4

234

215A

EXAM 9

B F

229

7'-0"

5' - 0"

2'-8"

1' - 0"

232

5 1/2"

9' - 5"

224

EXAM 8

9' - 6"

9' - 5"

5 1/2"

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

234

5' - 0" 2

224

12' - 5"

EXAM 3

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

8. 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.

11' - 1"

2'-8"

7. ALL CASEWORK AND ANY OTHER FURNISHINGS WITH EXPOSED TO VIEW AND SIDES SHALL BE FINISHED.

6. FILLER PANELS SHALL BE USED BETWEEN BACK OF CABINETS AND WALLS AT EXPOSED ENDS AND WHEN BASE CABINETS ARE SET BACK TO BACK. FILLER SHALL OCCUR EVEN WHERE NO BASE CABINETS OCCURS BUT BENCH IS PRESENT.

14' - 7"

5 1/2"

225

100

EXISTING STAIR D

4' - 0" 12' - 5"

9' - 6"

9 C1

A902

2 230

EXAM 2 225

1' - 3 1/2"

227A-2

217A

5 1/2"

EXAM 7

231

2'-8"

5 1/2"

40' - 0"

5 1/2"

DICTATION 2

230

5' - 0"

228

A902

227A-2

EXAM 6

2'-8"

12' - 5"

2 1'-8 1/2"

228

9' - 5"

226

5" 1' - 9"

227

226

EXAM 1

5 1/2"

13' - 4"

A25-PL

2' - 2"

A25-PL

2' - 9"

A902

5. ALL EXPOSED TO VIEW COUNTERTOP EDGES, BACK OF SPLASHES, ALL EDGES OF TABLES, BACKS OF COUNTERTOPS AND SPLASHES HELD AWAY FROM WALL SHALL BE FILLED, SEALED AND FINISHED.

9' - 6 1/2"

A25-PL

227A-1

3' - 0"

9' - 2 1/2"

227

232

9 A510

FELLOWS/ RESIDENT WORK ROOM

1' - 0"

A12-PL

4'-2"

10' - 9 1/2"

9 A510

4. COUNTERTOPS AND SPLASHES SHALL BE SEALED TO THE WALLS.

DICTATION 1

AREA A AREA B

B EXISTING MECHANICAL SHAFT

3 24

AREA A AREA B

A902

AREA A

ENLARGED FLOOR PLAN AREA A

AREA B AREA C

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

NORTH C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:38 PM

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A101A

10' - 0"

5' - 8"

4' - 4"

15 FLOOR PLAN GENERAL NOTES 1. WALL SHELVING OR REAGENT SHELVING SUPPORTS SHALL BE SPACED AND POSITIONED TO CLEAR FITTINGS, ELECTRICAL PEDESTALS, AND SINKS. 2. OVERALL LENGTH OF TOPS SHALL BE DETERMINED BY CASEWORK AND DIMENSIONS AS INDICATED ON PLANS. TOPS SHALL OVERHANG ½” AT EACH END AND 1” FROM FRONT OF BASE CABINET. WHEN OVERALL DIMENSIONS ARE GIVEN, ½” OVERHANG IS NOT INCLUDED.

13' - 2" 1"

3. OVERALL HEIGHT OF BASE CABINETS MUST BE AS SHOWN ON DRAWINGS (NOMINAL HEIGHT). 4. COUNTERTOPS AND SPLASHES SHALL BE SEALED TO THE WALLS.

200-7

C25-PL

5' - 8"

6' - 7 1/2"

B 280

280F

11. 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. 12. REFER TO SHEET A301 FOR DOOR SCHEDULE AND PARTITION TYPE KEY.

8' - 10"

13. REFER TO SHEET A801 FOR EQUIPMENT SCHEDULES.

280D

3 5

A903

A902

2' - 8"

16' - 8" OVERALL

280A

EXISTING PARTITION TO REMAIN

EXISTING DOOR AND FRAME TO REMAIN

ROOM NAME

A25-PL

EXAM 15 237

9' - 6"

237

CORRIDOR

C31-PL

14' - 7"

5 1/2" 5" 200

7' - 11"

3 6'-5"

EQUIPMENT TAG

SPECIALITY EQUIPMENT TAG

101

DOOR TAG

9" 1' - 3"

CORNER GUARD - FULL HEIGHT, ACROVYN FOLKSTONE #927

4'-11 1/2"

A902

4' - 0" B

3'-0"

WOOD EDGE (WD-1) PLAM COUNTERTOP (PLAM-2)

274

WAITING

8' - 0"

274

AV CABINET & PODIUM

211A

22' - 0" 5"

15' - 9"

5' - 0"

12 2' - 6"

4' - 0"

2' - 10" 1" 1' - 3"

EQ 3

2' - 6"

4' - 0"

GB-36

280F

D.1

CORRIDOR 274C

274B

Date

Description

K.2

GB-42

GB-18

STAFF TOILET 1/4" = 1'-0"

ENLARGED FLOOR PLAN AREA B

AREA B AREA C

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

NORTH

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

06/14/13

STAFF TOILET

274A

2' - 0" 1"

MLK

Date

5' - 0"

Checked By

M.2

5' - 0"

A903

RRA, AVP

1' - 6"

2' - 10" 1" 1' - 3"

Drawn By

Revisions

3/4" = 1'-0"

3' - 8"

5' - 0"

6287.042.01

4' - 0"

3' - 8"

9' - 1"

274A

2' - 0"

AREA A AREA B

AREA B AREA C

WOMEN'S TOILET

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:40 PM

F G.2

273

No.

WAITING

CHARLTON BUILDING LOBBY LEVEL

A902

AV CABINET ENLARGED PLAN

DESK SUPERVISOR

AREA A

PAIN CLINIC RELOCATION

A920 CRESTON WEDGE

EXISTING MECHANICAL SHAFT

Project For

Project No.

5' - 1"

211A

A902

1 A921

06.14.13

CABLE NOOK

A25-SS

Date

WIRELESS KEYBOARD AND MOUSE

200-9

11902

EXISTING/NEW WALL CONSTRUCTION

CORRIDOR

A25-PL

Registration Number

PROJECT #7R110550

211

DAVE NORBACK

GROMMET

Signature

Key Plan

CA WORK ROOM

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.

06.14.13

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

22 23 24 26

210

20 21

275

REGISTRATION 40' - 0"

17 18

COUNTERTOP TAG

275

JANITOR

3'-7"

KEYNOTE

Date

7 A501 5"

8' - 2"

239

2'-0"

11 15 16

PTNT. WRKS

5 6 7 8 9 10

ROOM TAG

200-6

1 2

NEW DOOR, REFER TO DOOR SCHEDULE

11902

KEYNOTES - FLOOR PLAN

NEW PARTITON

6 3

DAVE NORBACK

Registration Number

FLOOR PLAN LEGEND:

280A

RN SUPERVISOR

OPEN OFFICE RN/AA

Signature

A902

Certification

280B

MAIL EQUIPMENT / COPY

14. REFER TO SHEET A201 FOR RCP.

F OFFICE SUPERVISOR 1

285

A902

C25-PL STAFF 17 NOURISHMENT

280

4' - 4"

Consultants

10. SEE LIFE SAFETY PLANS, SHEETS FOR ALL RATED PARTITION LOCATIONS.

10"

287

5 1/2"

2'-8"

280F

1' - 0" C

CORRIDOR

200

4' - 6"

280D

PATIENT SUPPORT

2' - 2"

285

3'-0"

287

STAFF TOILET

5' - 0"

9 1/2"

EXIST. DATA/ COMMUNIC. ROOM

7' - 6"

2'-4"

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

5" A

3 A101B

280-1

A902

EXIST. ELECTRICAL ROOM

1'-7 1/2"

200-8

280-2

5' - 0"

RN FILES

9' - 3"

4'-0"

2' - 7"

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

A25-PL

3'-8"

1' - 8"

280-3

5 1/2"

LAB COATS

4' - 4"

280K

6' - 4 1/2"

40' - 0"

A902

CLOSET

21 28

9' - 3"

7' - 6"

2' - 5 1/2"

280C

A25-PL

9' - 3"

2' - 9 1/2"

DRINKING FOUNTAIN

6' - 9" 280K

2' - 9"

235

1' - 0"

EXAM 10

B E

2' - 4"

3' - 0"

1' - 0"

EDUCATION ROOM

8. 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.

VER I FY

2 A101B

7. ALL CASEWORK AND ANY OTHER FURNISHINGS WITH EXPOSED TO VIEW AND SIDES SHALL BE FINISHED.

8' - 0"

9' - 0"

3 A501

A902

9' - 0"

2 15

3'-4"

VER I FY

280E

10' - 5"

280G

280H

280C

5. ALL EXPOSED TO VIEW COUNTERTOP EDGES, BACK OF SPLASHES, ALL EDGES OF TABLES, BACKS OF COUNTERTOPS AND SPLASHES HELD AWAY FROM WALL SHALL BE FILLED, SEALED AND FINISHED.

45.0 0

280J

LAMER MD OFFICE 4

280E

100

QU MD OFFICE 1

MAUCK MD OFFICE 3

280G

EXISTING STAIR D

PINGREE MD OFFICE 2

280H

280J

AREA A AREA B

9' - 9"

A101B

FLOOR PLAN GENERAL NOTES

10' - 0"

10' - 0" F

211A

10' - 0"

1. WALL SHELVING OR REAGENT SHELVING SUPPORTS SHALL BE SPACED AND POSITIONED TO CLEAR FITTINGS, ELECTRICAL PEDESTALS, AND SINKS.

10' - 0"

4. COUNTERTOPS AND SPLASHES SHALL BE SEALED TO THE WALLS.

22' - 0" 5"

15' - 9"

5' - 0"

4' - 0"

EXISTING MECHANICAL SHAFT

10' - 0"

DESK SUPERVISOR

5' - 1"

10' - 0"

7. ALL CASEWORK AND ANY OTHER FURNISHINGS WITH EXPOSED TO VIEW AND SIDES SHALL BE FINISHED.

WAITING

4' - 0"

Consultants

11. 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.

274A

9. ALL ELEVATION MEASUREMENTS ARE IN REFERENCE TO THE FINISHED FLOOR. 10. SEE LIFE SAFETY PLANS, SHEETS FOR ALL RATED PARTITION LOCATIONS.

12. REFER TO SHEET A301 FOR DOOR SCHEDULE AND PARTITION TYPE KEY.

CORRIDOR 274C

13. REFER TO SHEET A801 FOR EQUIPMENT SCHEDULES.

21' - 0"

14. REFER TO SHEET A201 FOR RCP.

5' - 0"

2' - 10" 1" 1' - 3"

MEN'S TOILET 274B

A903

SIM.

AREA B AREA C

274B

4' - 0"

Signature 11

SIM.

1 2

EXISTING DOOR AND FRAME TO REMAIN

4 NEW PARTITON

STORAGE 274E

5 6 7 8 9 10

OFFICE B

274D

CORRIDOR

NEW DOOR, REFER TO DOOR SCHEDULE

200-8

ROOM NAME

C31-PL 274D

ROOM TAG

11 15 16

KEYNOTE

17 18

COUNTERTOP TAG 20 21

EQUIPMENT TAG

SPECIALITY EQUIPMENT TAG

101

DOOR TAG

11902

KEYNOTES - FLOOR PLAN

EXISTING PARTITION TO REMAIN

DAVE NORBACK

Registration Number

FLOOR PLAN LEGEND:

3' - 8"

2' - 6" 13

5' - 0"

9' - 1"

Certification

AREA C

12 2' - 6"

2 A101C

AREA A AREA B 40' - 0"

2' - 10" 1" 1' - 3"

A903

AREA B AREA C

5' - 0"

AREA A

274A

5' - 0"

WOMEN'S TOILET

273

A902

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

8. 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.

22 23 24 26

Date

06.14.13

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

DAVE NORBACK

Registration Number

11902

Date

06.14.13

Project For

PAIN CLINIC RELOCATION

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

CHARLTON BUILDING LOBBY LEVEL

CORNER GUARD - FULL HEIGHT, ACROVYN FOLKSTONE #927

PROJECT #7R110550

40' - 0"

Key Plan

A 11

KEYNOTES - PUBLIC TOILETS 1.1 D.2

1.2

S.1

K.2

1.2

WOMEN'S TOILET

1.1

1.3

274A

GB-42

OVERHEAD SUPPORTED METAL TOILET PARTITIONS - SEE DETAIL X/AX DASHED LINE INDICATES AREA OF CLEAR FLOOR SPACE - 30" X 48" STANDARD AND ACCESSABLE E.W.C. SEE MECHANICAL

Project No.

6287.042.01

Drawn By

AVP

Checked By

MLK

GB-18 Q

Date

G.3 G.2

CORRIDOR 274C

WC1

GB-36

A910 1.3

F C

GB-42

AREA C

1.1

GB-18 1.2

1/4" = 1'-0"

No.

Date

Description

G.3

274B

MEN'S TOILET 274B

S.1

ENLARGED FLOOR PLAN - AREA C

Revisions

G.2

06/14/13

D.1

K.2

PUBLIC TOILETS 1/4" = 1'-0"

NORTH

ENLARGED FLOOR PLAN AREA C

A101C C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:42 PM

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3 19'-8 1/2"

16'-2 3/4"

6 A201

TYP

9'-5 1/2"

9'-11"

9'-3"

6 A201

TYP

15 REFLECTED CEILING PLAN GENERAL NOTES:

15' - 10"

ACT-1 8' - 0"

CC1

ACT-2 8' - 0"

227A-2

230

ACT-1 8' - 0"

S GYPBD SD 7' - 11"

CC1

7'-5"

ACT-2 8' - 0"

229

CC1

200-5

231

ACT-2 8' - 0"

233

CC1

213

ACT-2 8' - 0"

ACT-2 7' - 2"

CC1

GYPBD 7' - 11" CC1

200-3

CC1

280A

10. LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.N.O.

SD S SD

ACT-2 8' - 0"

ACT-1 8' - 0"

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.

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.

237 S SD

GYPBD 7' - 2" SD

239

Consultants

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.

275

ACT-2 8' - 0"

DAVE NORBACK

Registration Number

274

CC1

REFLECTED CEILING PLAN LEGEND LIGHT FIXTURE - SEE ELECTRICAL

SPRINKLER HEAD S

Certification

Signature

200-9

SPEAKER

LIGHT FIXTURE - SEE ELECTRICAL

SMOKE DETECTOR EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL

Date

11902 06.14.13

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.

EXIT SIGN DIFFUSER - SEE MECHANICAL

216

ACT-1 8' - 0"

214

212

ACT-1 8' - 0" GYPBD 8' - 0"

7 A901

ACT-1 8' - 0"

1 A202

210

SD S

FIRE ALARM

Signature

OCCUPANCY SENSOR

211

LINEAR DIFFUSER - SEE MECHANICAL

NEW SUSP. CEILING TILE IN EXISTING GRID SYSTEM EXISTING SUSP. CEILING TILE AND GRID SYSTEM TO REMAIN

207A

SD S

DAVE NORBACK

RETURN AIR GRILLE - SEE MECHANICAL

Registration Number

DUPLEX RECEPTACLE ON CEILING - SEE ELECTRICAL

Date

DUAL INFORMATION OUTLET ON CEILING - SEE ELECTRICAL

Project For

11902 06.14.13

211A

GYPBD 8' - 8"

GYPBD 8' - 5"

ACT-2 8' - 0"

273 S

6 A202

ACT-2 8' - 0"

274A

2 3 4 5 6 7 8

ACT-2 8' - 0"

274B

GYPBD 9' - 0"

4 A201 SIM

274C EQ EQ EQ

GYPBD 8' - 0"

PAINT VERTICAL SOFFIT PT-2, HORIZONTAL SURFACES PT-5 PAINT BULKHEAD PT-2 ALIGN NEW SOFFIT WITH EXISTING FEATURE CEILING HEIGHT, PATCH TO MATCH EXISTING AND MATCH FINISH EXISTING CEILING LIGHT FEATURE TO REMAIN RECESSED COVE LIGHT - SEE DETAIL 7/A202. 24"X24" 2 HOUR RATED ACCESS PANEL - VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. PILASTER FOR CEILING MOUNTED TOILET PARTION - SEE DETAIL ?????? FOR CEILING SUPPORT.

PAIN CLINIC RELOCATION

BLOCKING AS REQUIRED

GYPSUM BOARD AS SCHEDULED

3' - 0"

KEYNOTES - REFLECTED CEILING PLAN

1 3/8"

274E

274D

ACT-2 8' - 0"

WHERE CURVED SURFACES OCCUR FOLLOW GYPSUM BOARD SYSTEMS MANUFACTURER RECOMMENDATIONS FOR CONSTRUCTION

GLUE ON TILE SCREW TRACK TO BLOCKING

HARDWARE SPECIFICATIONS 1. TRACK - CAPITAL STANDARD DRAPERY TRACK 1-3/8" X 3/4" 2. CARRIER - PROVIDE CAPITAL CARRIERS AS FOLLOWS: A. 2'-3" LENGHT TRACK REQUIRED 10 CARRIERS MINIMUM B. 4'-5" LENGHT TRACK REQUIRED 13 CARRIERS MINIMUM C. 6'-8" LENGHT TRACK REQUIRED 19 CARRIERS MINIMUM D. 9'-11" LENGHT TRACK REQUIRED 25 CARRIERS MINIMUM 3. DRAPERY - FURNISHED AND INSTALLED BY OTHERS.

10'-8 3/4"

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

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.

ACT-2 8' - 0"

220

GYPBD 10' - 2"

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.

200-7

GYPBD 7' - 2"

200-6

ACT-2 8' - 0"

218

1 A501

ACT-2 7' - 2"

GYPBD 7' - 2"

280B

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.

VARIES

ACT-2 8' - 0"

280D

9 A901

221

5 3/4" 6 1/4"

7'-4 1/2"

ACT-1 8' - 0"

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.

280F

200

200-2

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

ACT-2 8' - 0"

GYPBD 7' - 2"

ACT-2 SD 8' - 0"

ACT-2 8' - 0"

GYPBD 7' - 11"

236

280C

ACT-2 8' - 0"

280E

222

219

ACT-2 8' - 0"

280-1

238

ACT-2 8' - 0"

223

ACT-2 8' - 0"

215 SD

CC1

7'-5"

200-4

ACT-1 8' - 0"

ACT-2 8' - 0"

280G

7'-5"

5 A201

200-8 ACT-2 8' - 0" CC1

CC1

217

280H

224

ACT-1 8' - 0"

ACT-2 8' - 0"

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.

280K

ACT-1 8' - 0"

CC1

3' - 0"

CC1

ACT-1 8' - 0"

ACT-2 8' - 0"

280J

235

ACT-1 8' - 0"

225

ACT-2 9' - 2"

234

232

ACT-2 ACT-2 8' 8' -- 0" 0"

2'-6"

ACT-1 8' - 0"

228

CC1

7'-5"

227A-1

2'-6"

6'-6"

ACT-2 8' - 0"

227A

226

227

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.

VARIES

CROSS BRACE STUDS AT 2'-8" O.C. IN ALTERNATE DIRECTIONS EXTENDING TO STRUCTURE ABOVE

CHARLTON BUILDING LOBBY LEVEL

2 1/2" x 20 GAUGE, METAL STUDS AT 1'-4" O.C. VERTICAL UP TO STRUCTURE ABOVE

PROJECT #7R110550

BOTTOM OF SOFFIT SEE REFLECTED CEILING PLAN CEILING AS SCHEDULED, BOTH SIDES

SEE REFLECTED CEILING PLAN

3 5/8" x 20 GAUGE METAL STUDS AT BOTTOM AT 2'-0" O.C. MAXIMUM 5/8" TYPE "X" GYPSUM BOARD, TYPICAL

CUBICLE CURTAIN TRACK AND EQUIPMENT MOUNTING AT ACOUSTIC CEILINGS 3" = 1'-0"

SOFFIT 1" = 1'-0"

Project No.

CEILING AS SCHEDULED

LOBBY LEVEL REFLECTED CEILING PLAN 1/8" = 1'-0"

NORTH 1 B

2 1/2" x 20 GAUGE, METAL STUDS AT 1'-4" O.C. VERTICAL UP TO STRUCTURE ABOVE

VARIES

1 EXISTING BULKHEAD. REMOVE BOTTOM LAYER OF GYP. BD.

3-5/8" x 20 GAUGE METAL STUDS AT 2'-0" O.C. MAXIMUM BOTTOM OF SOFFIT SEE REFLECTED CEILING PLAN

3-5/8" STEEL STUDS AT 16" O/C (20 GA.) ANCHOR DIRECTLY TO EXISTING BULKHEAD STUDS SHADE POCKET

PROVIDE FIRE TREATED 2" x 6" CONTINUOUS WOOD BLOCKING AS REQ'D.

LINEAR RADIANT HEAT CEILING PANEL (SEE MECHANICA). COORDINATE W/ CEILING PROVIDER FOR WALL ANGLES AND TEES. CUT AND MITER ENDS OF PANELS AS REQUIRED TO FIT WALL TO WALL COORDINATE WITH ARCHITECTURAL CEILING PLANS.

3" EXISTING WINDOW

ALIGN

3-5/8" STEEL STUDS AT 16" O/C (20 GA.) ANCHOR TO EXISTING STRUCTURE

Drawn By

RRA, AVP

Checked By

MLK

SEE REFLECTED CEILING PLAN

5/8" TYPE "X" GYPSUM BOARD, TYPICAL

Date

06/14/13

Revisions No.

Date

Description

SHADE POCKET

2 3/4"

1 1/2" MAIN RUNNER

FACE OF CASEWORK ONLY WHERE IT MAY OCCUR

6287.042.01

WHERE CURVED SURFACES OCCUR FOLLOW GYPSUM BOARD SYSTEMS MANUFACTURER RECOMMENDATIONS FOR CONSTRUCTION

CROSS BRACE STUDS AT 2'-8" O.C. IN ALTERNATE DIRECTIONS EXTENDING TO STRUCTURE ABOVE

SOFFIT AT WALL 1" = 1'-0"

EXISTING WINDOW

3/4" CROSS FURRING CHANNELS 5/8" GYP. BD. CEILING

11 3/4" 1'-2 1/4" VERIFY

LINE OF EXISTING WINDOW GYP. BD. JAMB EXTENSION

1'-6" 1'-6" MATCH W/ EXIST. BULKHEAD WIDTH

CEILING AND RADIANT PANEL 8' - 0" AFF (VERIFY W/ RCP)

11 3/4" 1'-2 1/4"

1'-6" 1'-6"

CEILING AND RADIANT PANEL 8' - 0" AFF (VERIFY W/ RCP)

SCHEDULED ACT- SEE RCP

1'-0" X 1'-0" X 3/4" GLUE-ON ACT WITH CONCEALED SPLINE LINE OF EXISTING WINDOW GYP. BD. JAMB EXTENSION

MAIN "T" BAR RUNNER. COORDINATE W/ CEILING PROVIDER FOR RECOMMENDED ANGLES AND TEES.

LOBBY LEVEL REFLECTED CEILING PLAN

RADIANT PANEL AT EXT. WINDOW W/ SHADE POCKET (AT GWB ON DRYWAL SUSPENSION SYSTEM) 1 1/2" = 1'-0"

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RADIANT PANEL AT EXT. WINDOW W/ SHADE POCKET (AT ACT CONDITION) 1 1/2" = 1'-0"

A201

REFLECTED CEILING PLAN GENERAL NOTES:

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.

28'-7"

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.

6'-9"

5 A202

3 ' -0 "

ACT-3 9' - 6"

6'-9 3/4"

2'-6"

4 A201

LIGHT FIXTURE - SEE ELECTRICAL

SPRINKLER HEAD

3' - 6"

SPEAKER

LIGHT FIXTURE - SEE ELECTRICAL

SMOKE DETECTOR EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL EXIT SIGN

2 A202

6 A202

Signature

273

5'-6 3/4"

Certification

DAVE NORBACK

REFLECTED CEILING PLAN LEGEND

12'-3"

R 5 '7 1 /2 "

3'-10 1/2"

1'-6 1/4"

ACT-4 8' - 6"

3 '- 0 "

ACT-2 8' - 0"

6 A202

211A

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.

3' - 0"

1/2"

Consultants

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.

1'-6"

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

2 A202

5'-4" R 18'-5

3 '0"

11 3/4"

ACT-2 8' - 6"

200-9

3 '-6 "

ACT-2 8' - 0"

3'-6 1/4"

210

/ 2"

GYPBD 7' - 2" R 1 5 ' - 0 "

2'-6"

2'-8"

-71

2'-10"

211

2'-4 1/2"

R 5'

ACT-4 8' - 6"

274

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.

3'-2 3/4"

1'-2"

3 A201

2'-3"

GYPBD 7' - 2"

3'-7"

4'-8"

3 A201

4'-5"

ACT-3 8' - 4"

4'-5"

3'-2"

6 A202

3 '- 0 "

1'-8 1/2"

2 1'-0"

1'-0"

2'-11"

1'-4"

4 A201

11'-0"

ACT-2 8' - 0"

6 A202

3'0"

ACT-2 8' - 0"

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

DIFFUSER - SEE MECHANICAL F OS

ACT-2 8' - 0"

ACT-4 8' - 6"

ACT-2 8' - 6"

Date

11902 06.14.13

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.

FIRE ALARM RETURN AIR GRILLE - SEE MECHANICAL

OCCUPANCY SENSOR NEW SUSP. CEILING TILE IN EXISTING GRID SYSTEM EXISTING SUSP. CEILING TILE AND GRID SYSTEM TO REMAIN

Registration Number

LINEAR DIFFUSER - SEE MECHANICAL

Signature

DAVE NORBACK

DUPLEX RECEPTACLE ON CEILING - SEE ELECTRICAL

Registration Number

DUAL INFORMATION OUTLET ON CEILING - SEE ELECTRICAL

Date

2'-7"

11902 06.14.13

Project For

KEYNOTES - REFLECTED CEILING PLAN

2 3 4 5 6 7 8

ENLARGED LOBBY LEVEL - REFLECTED CEILING PLAN 1/4" = 1'-0"

PAIN CLINIC RELOCATION D

3-5/8" STEEL STUDS AT 16" O/C (20 GA) UP TO EXISTING STRUCTURE ABOVE

PROVIDE 3/4" FRAMING CHANNELS WHERE REQ'D FOR SUPPORT OF ACCESS PANEL

ACT-3

12 GA. HANGER WIRE

1 1/2" CARRYING CHANNELS AT 4'-0" O.C. MAX

CEILING SEE RCP

1 1/2" MAIN RUNNER. MAIN RUNNERS SHALL BE WITH DOUBLE LOOPS OF #16 GA. SPLICED BY LAPPING AND INTERLOCKING FLANGES 12" MIN. AND TYING EACH END WIRE

AXIOM PERIMETER TRIM BY MANUFACTURER, PAINT PT-2 LENEAR STRIP LIGHT, SEE ELECTRICAL

PROJECT #7R110550

3/4" CROSS FURRING CHANNELS SHOULD BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES 8" MIN. AND TYING NEAR EACH END WITH DOUBLE LOOPS OF #16 GA. WIRE

CEILING SEE RCP

1'-0"

AXIOM PERIMETER TRIM (MCT-1)

ACT-2 BLOCKING

FOLLOW MANUFACTURER'S RECOMENDATIONS FOR BRACING TO CROSS AND MAIN TEES OF ACT SUSPENSION SYSTEM.

CHARLTON BUILDING LOBBY LEVEL

24" X 24" ACCESS PANEL

WALL ANGLE - ATTACH W/ #10 S.M.S. @ EACH STUD

SEE MECH. SPECS.

CAULKING

GLUE-ON ACT CEILING WHERE ACCURS

COVE LIGHT DETAIL AT LOBBY

1 1/2" = 1'-0"

SADDLE TIE CROSS RUNNER TO MAIN RUNNER WITH 1 STRAND OF #16 OR 2 STRANDS OF #18 5/8" GYP. BD. CEILING

FACE OF STUD SEE PARTITION TYPES

TYP. CEILING ACCES PANEL AT GWB ON DRYWALL SUSPENSION SYSTEM

1 1/2" = 1'-0"

1'-0" X 1'-0" X 3/4" GLUEON ACT WITH CONCEALED SPLINE

Project No.

SUSPENDED GYP BD CEILING DETAIL 1 1/2" = 1'-0"

6287.042.01

Drawn By

RRA, AVP

Checked By

MLK

Date

3-5/8" STEEL STUDS AT 16" O/C (20 GA) UP TO EXISTING STRUCTURE ABOVE

ACT-3

ACT-2

CEILING SEE RCP

D 5/8" GYPSUM BOARD 3 5/8" STEEL STUD FRAMING LIGHT FIXTURE - REFER TO ELECTRICAL 5/8" MOISTURE RESISTANT GYPSUM BOARD

AXIOM PERIMETER TRIM BY MANUFACTURER, PAINT PT-2

AXIOM PERIMETER TRIM (MCT-1)

VARIES

CEILING SEE RCP ACT-3

AXIOM PERIMETER TRIM BY MANUFACTURER, PAINT PT-2

FOLLOW MANUFACTURER'S RECOMENDATIONS FOR BRACING TO CROSS AND MAIN TEES OF ACT SUSPENSION SYSTEM.

COVE DETAIL AT LOBBY 1 1/2" = 1'-0"

4" CEILING SEE RCP

Revisions No.

Date

Description

7 1/4"

ACT AS SCHEDULED

06/14/13

8" ACT-2

4 7/8"

ACT EL. = 8'-0" AFF

5/8" TILE BACKER BOARD CERAMIC TILE TO EXTEND TO TOP OF LIGHT COVE

FOLLOW MANUFACTURER'S RECOMENDATIONS FOR BRACING TO CROSS AND MAIN TEES OF ACT SUSPENSION SYSTEM.

CEILING DETAIL AT LOBBY 1 1/2" = 1'-0"

LIGHT COVE 1 1/2" = 1'-0"

ELARGED REFLECTED CEILING PLAN AND CEILING DETAILS

A202 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:46 PM

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SEE DOOR SCHED.

3' - 0"

FLUSH PANEL SOLID CORE WOOD DOOR MATCH EXISTING DOOR SPECIES AND FINISH

HALF GLASS SOLID CORE WOOD DOOR MATCH EXISTING DOOR SPECIES AND FINISH

FLUSH PANEL HOLLOW METAL DOOR

FLUSH PANEL HOLLOW METAL LEAD LINED (4 LB. / S.F.)

3 A301

SEE DOOR SCHEDULE

8'-0"

SEE DOOR SCHEDULE

8'-0"

NARROW LIGHT SOLID CORE WOOD DOOR MATCH EXISTING DOOR SPECIES AND FINISH

8'-0"

GL2

SEE DOOR SCHEDULE

GL1

FLUSH PANEL INSULATED METAL DOOR

SEE DOOR SCHED.

4 A301

HOLLOW METAL

GLASS TYPES

9 A301

10 A301

5 1/4"

SCALE: 3" = 1'-0"

KP, OS, CH KP, OS, CH KP, OS, SS, DO KP, OS, CH KP, OS, SS, DO KP, SG, MH KP KP

Consultants

PARTITION TYPES - STEEL STUD

CONCRETE DECK

SMOKE SEALANT AT SMOKE PARTITIONS, ACOUSTIC SEALANT AT ALL OTHERS

OS, AP, SG KP, CR

SCALE: 1" = 1'-0" CONCRETE DECK

MINERAL WOOL BATT INSULATION

CR, KP, SG KP, CH

TYPE C1 - FULL HEIGHT (1 HOUR RATED)

MINIMUM 5/8" THICKNESS FILL MATERIAL BOTH SIDES - 3M COMPANY FB-3000 WT

DESCRIPTION: (2) LAYERS OF 5/8" GYPSUM WALLBOARD, TYPE "X" - INSTALL DOUBLE LAYER ON SIDE REQUIRING MOST PRIVACY

24 GAUGE U-SHAPED CHANNEL DEFLECTION PLATE

NON-RATED AND SMOKE

PTN TYPE:

STUD WIDTH:

PTN WIDTH:

UL DESIGN:

FIRE RATING:

7 7/8"

1 HR

4 7/8"

5/8" TYPE 'X' GYP. BD.

5/8" TYPE "X" GYP. BD.

3 5/8" STEEL STUD FRAMING

METAL CROSS BRACING

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

SEE PLANS FOR PARTITION TYPE

6" 5/8"

5/8"

TYPICAL DOOR HEAD DETAIL AT SHAFT WALL

3" = 1'-0"

DOOR - SEE DOOR SCHEDULE

3" = 1'-0"

3" = 1'-0" 5 1/2"

5 1/2"

ACCOUSTICAL SEALANT

SEE PLAN FOR WALL TYPE

WRAP ALL PENETRATIONS WITH LEAD

3 5/8" METAL STUD AT 16" O.C. W/2" WIDE LEAD STRIP AT JOINTS (SHIMS AT INTERMEDIATE STUDS).

ALLOW 1/4" SPACE TO FACE OF OTHER PARTITION

3" ACCOUSTIC INSULATION

11902 06.14.13

Project For

PTN TYPE

STUD WIDTH

PTN WIDTH

UL DESIGN

FIRE RATING

3 5/8"

4 1/4"

U465

STC RATING W/O W/ INSUL INSUL

NOTES

PAIN CLINIC RELOCATION

TYPE J2 - SHEILDING WALL AT PROCEDURE ROOM 220 DESCRIPTION: LEAD LINED 5/8" GYPSUM WALLBOARD; LEAD LINING REQUIRES THICKNESS VERIFICATION BY PHYSICIST PRIOR TO ROOM ACTIVATION. 6" METAL STUD AT 16" O.C. W/2" WIDE LEAD STRIP AT JOINTS (SHIMS AT INTERMEDIATE STUDS).

2 LAYERS OF 5/8" GYPSUM WALLBOARD, TYPE "X" PTN TYPE

STUD WIDTH

PTN WIDTH

UL DESIGN

FIRE RATING

7 7/8"

U465

1 HR

STC RATING W/O W/ INSUL INSUL

CHARLTON BUILDING LOBBY LEVEL

NOTES

PROJECT #7R110550

TYPE J3 - SHEILDING WALL AT PROCEDURE ROOM 220

5 3/4"

TYPICAL DOOR HEAD DETAIL

CEILING AS SCHEDULED

5 3/4"

DAVE NORBACK

Date

3" ACCOUSTIC INSULATION

HOLLOW METAL FRAME

DOUBLE STUDS AT JAMBS (TYPICAL)

HOLLOW METAL FRAME

WOOD DOOR - SEE DOOR SCHEDULE

TYPICAL DOOR JAMB DETAIL AT SHAFT WALL

Signature

LEAD LINED 5/8" GYPSUM WALLBOARD; LEAD LINING REQUIRES THICKNESS VERIFICATION BY PHYSICIST PRIOR TO ROOM ACTIVATION.

WRAP ALL PENETRATIONS WITH LEAD

5/8"

2" 2"

2" 5/8"

DOOR - SEE DOOR SCHEDULE

NOTES:

DESCRIPTION:

3" ACCOUSTICAL BATT INSULATION

JAMB ANCHORS - 3 PER JAMB

06.14.13

Registration Number

NOTE: USE LEAD STRIP AT ALL JOINTS & LEAD TABS OVER FASTENERS WHEN REQUIRED BY CODE

JAMB ANCHORS 3 PER JAMB

4" STEEL "E" STUD

11902

CONCEALED BACK-UP CONSTRUCTION OR OPEN SPACE.

SEE PLANS FOR PARTITION TYPE

HOLLOW METAL FRAME

STC: W/O W/ INSUL INSUL

TYPE J1 - SHEILDING WALL AT PROCEDURE ROOM 220

EACH SIDE

4" STEEL "E" STUD

Registration Number

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.

5/8" GYPSUM WALLBOARD, TYPE "X"

1-HOUR

HEADER BY STEEL STUD SUPPLIER

DAVE NORBACK

Date 3" ACOUSTIC INSULATION

UL DESIGN NUMBER HW-S-0004 1-HOUR

4" STEEL C-H STUD FRAMING

Signature

6" METAL STUD AT 16" O.C.

CEILING RUNNER SHALL NOT BE FASTENED TO DEFLECTION PLATE

1" ALLOWANCE FOR SLAB DEFLECTION

5/8" TYPE 'X' GYP. BD. 1" GYP. WALLBOARD LINER PANEL

SEE PLANS FOR PARTITION TYPE

LEAD LINED GLASS (1MM LEAD EQUIVALENT)

TOP OF WALL AT CONCRETE DECK - NON-RATED AND 1-HOUR

2' - 0"

1" GYP. WALLBOARD LINER PANEL 4" STEEL C-H STUD FRAMING

GL3

Certification

4 7/8"

5/8" TYPE 'X' GYP. BD.

1/4" CLEAR TEMPERED GLASS

HOLLOW METAL LEAD LINED (4 LB. / S.F.)

1/4"

5 1/4"

GL2

1/4" = 1'-0"

PROVIDE WEATHERSTRIPPING, DOOR THRESHOLD, DOOR BOTTOM, OVERHEAD STOP, FOR EXTERIOR DOOR.

6 1/8"

1/4" CLEAR WIRE GLASS

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

NOTE: USE LEAD STRIP AT ALL JOINTS & LEAD TABS OVER FASTENERS WHEN REQUIRED BY CODE

6 1/8"

GL1

DOOR AND FRAME TYPES

SS SS KP, OS, CH NOTE 1, KP, OS KP, OS, CH NOTE 1, KP, OS KP, OS, CH

1'-4"

KP, OS, CH, SS KP KP, OS, CH, SS KP, OS KP, OS KP, OS, CH, SS KP KP KP, OS, CH, SS OS KP, SS KP KP, OS, CH, SS KP, OS, CH, SS KP, OS, CH, SS KP, OS, CH, SS KP, OS, CH, SS

DOOR SCHEDULE NOTES 1.

SG, MH KP, SG, MH, CR NOTE 1

SEE DOOR SCHED.

SEE DOOR SCHEDULE

COMMENTS

SEE DOOR SCHED.

3' - 0"

8'-0"

HDWR. EL5 EDPA1 EDEO1 OF1 PA2 ST1 PA2 PA2 PA2 PA2 PP2 PP2 PA2 PP6 PA2 PP6 PA2 PA2 PA2 PA2 PA2 PA2 PA2 PA1 PA1 PA2 PP6 PA2 PP6 PA2 OF2 PA2 PA2 EL-12 PA2 EL-12 EDPA2 PP2 PP2 OF1 ST2 EL1 OF1 OF1 OF1 EL1 OF1 PR2 OF1 OF1 OF1 PP6

1" MAXIMUM

HEAD 3/A301 1/A301 1/A301 3/A301 5/A301 3/A301 5/A301 3/A301 3/A301 5/A301 3/A301 3/A301 5/A301 3/A301 9/A301 3/A301 5/A301 5/A301 5/A301 5/A301 5/A301 3/A301 3/A301 3/A301 3/A301 5/A301 3/A301 5/A301 3/A301 5/A301 3/A301 5/A301 5/A301 5/A301 5/A301 5/A301 7/A301 3/A301 3/A301 3/A301 7/A301 3/A301 3/A301 3/A301 3/A301 7/A301 3/A301 3/A301 3/A301 3/A301 3/A301 3/A301

1'-4"

JAMB 4/A301 2/A301 2/A301 4/A301 6/A301 4/A301 6/A301 4/A301 4/A301 6/A301 4/A301 4/A301 6/A301 4/A301 10/A301 4/A301 6/A301 6/A301 6/A301 6/A301 6/A301 4/A301 4/A301 4/A301 4/A301 6/A301 4/A301 6/A301 4/A301 6/A301 4/A301 6/A301 6/A301 6/A301 6/A301 6/A301 8/A301 4/A301 4/A301 4/A301 8/A301 4/A301 4/A301 4/A301 4/A301 8/A301 4/A301 4/A301 4/A301 4/A301 4/A301 4/A301

SEE DOOR SCHED.

3' - 0"

2'-0"

H 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' - 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"

3' - 0"

8'-0"

CORRIDOR EXISTING WAITING CORRIDOR DESK SUPERVISOR EXAM 14 EQUIP. STORAGE EXAM 13 PAIN TECH WORK ROOM PAIN TECH WORK ROOM EXAM 12 OPEN OFFICE NP/PA OPEN OFFICE NP/PA EXAM 11 STORAGE PROCEDURE/ ULTRASOUND STORAGE EXAM 5 EXAM 4 EXAM 3 EXAM 2 EXAM 1 FELLOWS/ RESIDENT WORK ROOM MD WORK ROOM DICTATION 1 DICTATION 2 EXAM 6 CLEAN LINEN EXAM 7 SOILED LINEN EXAM 8 ASSISTANT SUPR./CLINIC STUDY COORDINATOR EXAM 9 EXAM 10 PATIENT TOILET EXAM 15 PATIENT TOILET WAITING WOMEN'S TOILET MEN'S TOILET OFFICE JANITOR RN5 RN SUPERVISOR OFFICE SUPERVISOR EDUCATION ROOM RN5 LAMER MD OFFICE 4 STAFF TOILET MAUCK MD OFFICE 3 PINGREE MD OFFICE 2 QU MD OFFICE 1 CLOSET

SPECS. FIRE LABEL 60 MIN. 90 MIN. 90 MIN. ------------------------------------------------------------------90 MIN. ------90 MIN. --------90 MIN. -------------

SEE DOOR SCHEDULE

W 6' - 0" 4' - 0" 4' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 9" 2' - 9" 3' - 0" 6' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 7' - 0" 3' - 0" 3' - 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" 6' - 0"

FRAME TYPE F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1

8'-0"

ROOM NAME

FRAME

3' - 0"

DOOR PAIR TYPE Y C A D2 B A A A B B A B B A Y A D1 Y A A A A A A B B B B A Y A A Y A A B A A A A A Y A A A Y A D B B B B A B A B B B Y A

SEE DOOR SCHED.

SEE DOOR SCHEDULE

SIZE

SEE DOOR SCHEDULE

ROOM NO. 200-3 207 207A 211A 212 213 214 215 215 216 217 217 218 219 220 221 222 223 224 225 226 227 227A 227A-1 227A-2 228 229 230 231 232 233 234 235 236 237 238 274 274A 274B 274D 275 280-4 280A 280B 280C 280-4 280E 280F 280G 280H 280J 280K

SEE DOOR SCHEDULE

2'-0"

DOOR DOOR NO. 200 207 207A 211A 212 213 214 215A 215B 216 217A 217B 218 219 220 221 222 223 224 225 226 227 227A 227A-1 227A-2 228 229 230 231 232 233 234 235 236 237 238 274 274A 274B 274D 275 280 280A 280B 280C 280D 280E 280F 280G 280H 280J 280K

SEE DOOR SCHEDULE

DOOR SCHEDULE DOOR

TYPICAL DOOR JAMB DETAIL 3" = 1'-0"

DESCRIPTION:

NOTE: USE LEAD STRIP AT ALL JOINTS & LEAD TABS OVER FASTENERS WHEN REQUIRED BY CODE

TOP OF WALL CONDITIONS 1 1/2" = 1'-0"

LEAD LINED 5/8" GYPSUM WALLBOARD; LEAD LINING REQUIRES THICKNESS VERIFICATION BY PHYSICIST PRIOR TO ROOM ACTIVATION.

WRAP ALL PENETRATIONS WITH LEAD

3 5/8" METAL STUD AT 16" O.C. W/2" WIDE LEAD STRIP AT JOINTS (SHIMS AT INTERMEDIATE STUDS).

6 1/8"

3" ACCOUSTIC INSULATION 2 LAYERS OF 5/8" GYPSUM WALLBOARD, TYPE "X"

CORRIDOR SIDE

ROOM SIDE

5/8"

3 5/8"

5/8"

ROOM SIDE

5/8" TYPE 'X' GYP. BD.

5/8" TYEP "X" GYP. BD.

3 5/8" STEEL STUD FRAMING

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

5/8"

3 5/8"

5/8"

5/8" TYPE 'X' GYP. BD.

5/8"

3 5/8"

5/8"

3 5/8" STEEL STUD FRAMING

SEE PLANS FOR PARTITION TYPE

PTN TYPE

STUD WIDTH

PTN WIDTH

UL DESIGN

FIRE RATING

3 5/8"

5 1/2"

U465

1 HR

NOTES

Project No.

6287.042.01

Drawn By

JAS

TYPE M1 - SHAFT WALL (2 HOUR RATED) DESCRIPTION:

Checked By

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.

1" GYPSUM WALLBOARDLINER PANEL

Date

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

(2) LAYERS OF 5/8" GYPSUM WALLBOARD, TYPE "X"

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

GENERAL NOTES HEADER BY STEEL STUD SUPPLIER

JAMB ANCHORS 3 PER JAMB

5/8" HOLLOW METAL FRAME

2" HOLLOW METAL FRAME

DOUBLE STUDS AT JAMBS (TYPICAL)

WOOD DR. - SEE DOOR SCHEDULE

6 1/2"

5/8"

HEADER BY STEEL STUD SUPPLIER

STC RATING W/O W/ INSUL INSUL

HOLLOW METAL FRAME

6 1/2"

DOOR HEAD DETAIL AT 6 1/2" FRAME

3" = 1'-0"

DOOR JAMB DETAIL AT 6 1/2" FRAME

3" = 1'-0"

WOOD DOOR - SEE DOOR SCHEDULE

3" = 1'-0"

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

6 3/8" 5 1/2"

5 1/2"

5/8" TYEP "X" GYP. BD.

5/8"

3 5/8"

5/8"

5/8" TYPE 'X' GYP. BD.

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

1 1i

3 5/8" STEEL STUD FRAMING

LEAD LINED GYPSUM BOARD

PTN TYPE:

STUD WIDTH:

PTN WIDTH:

UL DESIGN:

FIRE RATING:

5 1/4"

U438

2 HR

W/O INSUL

STC: W/ INSUL

NOTES:

Revisions No.

INDICATES NEW PATITION CONSTRUCTION (REFER TO PARTITION TYPE INDICATOR)

DESCRIPTION:

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

1" GYPSUM WALLBOARDLINER PANEL

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

5/8" TYPE 'X' GYP. BD.

3 5/8" STEEL STUD FRAMING

06/14/13

4" METAL C-H STUD 25 GA. AT 24" O.C.

Date

Description

TYPE M2 - SHAFT WALL (2 HOUR RATED)

DOOR HEAD DETAIL AT 7 1/8" FRAME

6 3/8"

6 1/8"

7 1/8"

MLK

5/8" GYPSUM WALLBOARD, TYPE "X"

4" METAL C-H STUD 25 GA. AT 24" O.C. 5/8" GYPSUM WALLBOARD, TYPE "X"

PTN TYPE:

STUD WIDTH:

PTN WIDTH:

UL DESIGN:

FIRE RATING:

5 1/4"

U467

2 HR

STC: W/O W/ INSUL INSUL

NOTES:

TYPE O1 - FULL HEIGHT (1 HOUR RATED) JAMB ANCHORS 3 PER JAMB

DOUBLE STUDS AT JAMBS (TYPICAL)

5/8"

HEADER BY STEEL STUD SUPPLIER

DOOR JAMB DETAIL AT 7 1/8" FRAME 3" = 1'-0"

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:49 PM

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LEAD LINED HOLLOW METAL DOOR

TYPICAL LEAD LINED DOOR HEAD DETAIL 3" = 1'-0"

HOLLOW METAL FRAME LEAD LINED

5/8"

2" 5/8"

HOLLOW METAL FRAME

7 1/8"

CONSTRUCT PARTITION FROM FLOOR TO UNDERSIDE OF CEILING

CONSTRUCT PARTITION FROM FLOOR TO 6" ABOVE CEILING

HOLLOW METAL FRAME LEAD LINED

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

LEAD LINED HOLLOW METAL DOOR

JAMB ANCHORS 3 PER JAMB

DOUBLE STUDS AT JAMBS (TYPICAL)

TYPICAL LEAD LINED DOOR JAMB DETAIL 3" = 1'-0"

PARTITION SUBSCRIBT NOTES

DESCRIPTION: CERAMIC TILE 5/8" TILE BACKER BOARD 5/8" GYPSUM WALLBOARD, TYPE "X" 3 5/8" METAL STUD AT 16" O.C.

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

PARTITION TYPE INDICATOR LEGEND

DOOR SCHEDULE, TYPES, DETAILS AND PARTITION TYPES

3" ACOUSTIC INSULATION 5/8" GYPSUM WALLBOARD, TYPE "X" PTN TYPE:

STUD WIDTH:

PTN WIDTH:

UL DESIGN:

FIRE RATING:

3 5/8"

5 1/2"

U465

1 HR

STC: W/O W/ INSUL INSUL 49

NOTES:

A301

SECOND FLOOR 114' - 10 1/4"

5 1/4"

SECOND FLOOR 114' - 10 1/4" EXISTING CONCRETE BEAM AND JOIST FLOOR SYSTEM

EXISTING CONCRETE BEAM AND JOIST FLOOR SYSTEM

PARTITION TYPE M1

EXISTING STONE VENEER

EXISTING EXTERIOR WALL SYSTEM

PARTITION TYPE D

NEW INTERIOR WALL CONSTRUCTION TO DECK - SEE HEAD DETAIL

9 A501

EXISTING INTERIOR FRAMING AND GYPSUM BOARD TO REMAIN

6 1/4"

2 A510

EXISTING INTERIOR FRAMING AND GYPSUM BOARD TO REMAIN

2 HOUR SHAFT WALL CEILING CONSTRUCTION

STONE HEAD ELEVATION 109' - 7 1/2" STONE VENEER HEAD STONE

PARTITION TYPE M1

Consultants

INSTALL SALVAGED STONE VENEER HEAD STONE

DASHED LINE REPRESENTS REMOVED CORRIDOR CEILING, BULKHEAD AND WALLS

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

5 1/4"

1 A510

NEW ACOUSTICAL CEILING AND RADIANT PANELS - SEE CEILING PLAN

INSTALL SALVAGED ALUMINUM WINDOW AND GLAZING

4 A510 1 A511

5" CONCRETE SLAB W/ 6X6 - W2.1 X W2.1 WWF

C12 X20.7 STEEL CHANNEL

7 A510

11"

4 TREADS AT 11"

4" 6" 3' - 0"

1/2" EXPANSION MATERIAL

CONCRETE FILLED PAN STAIR - PAINT

3' - 8"

#4 BAR AT 12" O/C E.W. AT E.F. DRILL AND EPOXY GROUT VERT BAR 8" INTO EXISTING

6 A510

9 A510

8 A510

GROUT TOP TWO COURSES SOLID #4 BAR VERT AT 16" O/C - GROUT CORES W/ REINF SOLID

NEW CONCRETE STEM WALL ATTACHED TO EXISTING STEM WALL

10 A510

NEW LIQUID APPLIED WATERPROOF MEMBRANE

5 A510

EXISTING 6" CONCRETE TOPPING

FIRST FLOOR 99' - 6"

5 RISERS AT 7"

8" CAST IN PLACE CONCRETE WALL

3 A510

Certification

3 MIL VAPOR BARRIER

PATCH RIGID INSULATION TO MATCH THICKNESS OF EXISTING INSULATION

EXISTING STAIR WALL CONSTRUCTION

2" RIGID INSULATION

Signature NEW ACOUSTICAL CEILINGS SEE CEILING PLAN

8" CMU

WATERPROOFING TERMINATION AT JOINT OF NEW/EXISTING - PROVIDE PER MANUFACTURES RECOMENDATIONS

2' - 11"

CONCRETE DECK COMPOSITE CONCRETE SLAB

1 1/2" = 1'-0"

3 5/8" 25 GAUGE STEEL STUDS AT 16" O/C

ENLARGED BULKHEAD DETAIL

5/8" GYPSUM BOARD

NEW PEEL AND STICK WATERPROOF MEMBRANE STAIR LANDING LEVEL 102' - 5" PATCH RIGID INSULATION TO MATCH THICKNESS OF EXISTING INSULATION WATERPROOFING TERMINATION AT JOINT OF NEW/EXISTING - PROVIDE PER MANUFACTURES RECOMENDATIONS

1' - 0"

PROVIDE 1/4" END PLATES AT TOP AND BOTTOM OF STEEL STRINGERS

EXISTING CONCRETE STEM WALL

3 TREADS AT 11"

4" 6"

EXISTING STRUCTURAL FLOOR SYSTEM

FIRST FLOOR 99' - 6"

CONCRETE COMPOSITE DECK/ SLAB

EXISTING STEM WALL TO REMAIN

10 A510

EXISTING WATERPROOF MEMBRANE

TYP

4" X 4" X 1/4" CONT. STEEL TUBING EXISTING STRUCTURAL FLOOR SYSTEM

11"

1 1/2" DIAMETER STEEL PIPE HANDRAIL - PAINT

5 A510

REINFORCE WALL W/ #4 BAR AT 12" O/C E.W. DOWEL AND EPOXY GROUT VERTICAL BAR 4" INTO EXISTING

CONCRETE FILLED PAN STAIR -PAINT

3 A510

EXIT PASSAGE WAY WALL SECTION 1/2" = 1'-0"

1 A501

FIRST FLOOR 99' - 6"

11 A510

EXISTING CONCRETE FOUNDATION WALL

WALL SECTION AT NEW WINDOW

1/2" = 1'-0"

06.14.13

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.

DAVE NORBACK

Registration Number Date Project For

REINFORCE WALL W/ #4 BAR AT 12" O/C E.W. DOWEL AND EPOXY GROUT VERTICAL BAR 4" INTO EXISTING

STAIR SECTION 1/2" = 1'-0"

PAIN CLINIC RELOCATION

4' - 11 3/4"

2' - 6"

KEYNOTES - EXTERIOR ELEVATION

2' - 2 1/2" 1"

2' - 2 1/2"

1 2 3 4

3 4 A510

SOLID SURFACE CAP SS-1 WITH 1/8" RADIUS EASED EDGES

PARTITION

1/8" REVEAL

PROVIDE DEFLECTION HEAD AT TOP OF WALL PER MANUFACTURES RECOMMENDATIONS

3 1/2"

4'-6"

EXISTING CONCRETE PAN AND JOIST FLOOR SYSTEM

EXISTING CONCRETE JOIST BEYOND

SILL DETAIL

Project No.

3" = 1'-0"

SECOND FLOOR 114' - 10 1/4"

6287.042.01

Drawn By

JHA

Checked By INSTALL 3 5/8" X 20 GAUGE STUD BRACING TO EXISTING STRUCTURE AT 32" OC MIN

4 EXISTING ONE HOUR FIRE RATED SMOKE PARTITION

4 A510

EXISTING WALL CONSTRUCTION TO REMAIN

ACT-1

1/8" REVEAL

5/8" GYPSUM BOARD SUBSTRATE

3/4" FIRE TREATED PLYWOOD. ANCHOR TO WALL FRAMING

SUSPENDED ACOUSTICAL CEILING TILE - SEE CEILING PLAN PROVIDE CONNECTION OF SHAFTWALL CEILING AND WALL SYSTEMS PER MANUFACTURES RECOMMENDATIONS

3' - 2 1/4"

8 1/4"

1' - 6"

2 HOUR FIRE RATED SHAFTWALL PARTITION - TYPE M1

4'-6"

2 HOUR FIRE RATED SMOKE PARTITION (SHAFT WALL) - TYPE M1

3/8" = 1'-0"

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BRIDGING AT 1/3 POINTS

BASE AS SCHEDULED, BOTH SIDES

PARTITION TYPE E2 - SEE FLOOR PLAN PARTITION TYPE C2 - SEE FLOOR PLAN

Date

Description

CORRIDOR PARTITION - SEE FLOOR PLAN LINE OF FLOOR

FIRST FLOOR 99' - 6"

BUILDING SECTION AT EXIT PASSAGE WAY AND EXAM ROOMS 1/2" = 1'-0"

2-1/2" x 2-1/2" STEEL TUBE SUPPORTS. SEE PLAN FOR LOCATION (1) LAYER 5/8 TYPE 'X' GYPSUM BOARD BOTH SIDES 3-5/8" x 20 GAUGE STEEL STUDS AT 12" ON CENTER - STEEL STUD RUNNER TOP AND BOTTOM

EXAM ROOM CORRIDOR PARTITION - SEE FLOOR PLAN PARTITION TYPE B2 - SEE FLOOR PLAN

FIRST FLOOR LEVEL 999'-6"

NORTH WINDOW INFILL ELEVATION

No.

1 1/2"

REFER TO DETAIL 5/A201 FOR CEILING CONSTRUCTION

Revisions

8 A501

SEE ELEVATIONS

2' - 5 1/2"

8' - 0"

6" 1"

8' - 0"

2' - 5 1/2"

STYLMARK # 110360 TOP CHANNEL

GLZ-1 GLAZING

8' - 0"

4' - 11 3/4" 2' - 6"

SEE ELEVATIONS FOR GLASS LOCATIONS.

EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM

3/4" FIRE TREATED PLYWOOD. ANCHOR TO WALL FRAMING FIRE TREATED BLOCKING (CUT FROM LARGER AT CURVES AS REQUIRED)

2 HOUR RATED SHAFTWALL CEILING - SIM TO PARTITION TYPE M1

2' - 6"

SEE R.C.P.

EXISTNG CONCRETE BEAM

2 A501

SECOND FLOOR LEVEL 1014'-10 1/4"

7' - 2 1/4"

06/14/13

2 HOUR RATED WALL BEYOND CEILING AS SCHEDULED

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:51 PM

MLK

Date

3/8" = 1'-0"

PROJECT #7R110550

WEST EXIT PASSAGEWAY DOOR ELEVATION

STONE LEDGE 1002'-8 1/4 "

STYLMARK # 110361 BOTTOM CHANNEL, PROVIDE SEALANT BOTH SIDES OF GLASS

6 3/4" +/-

FIRST FLOOR LEVEL 999'-6"

CHARLTON BUILDING LOBBY LEVEL

1 1/2"

6 7 8

SHADED AREA REPRESENTS EXISTING STONE VENEER TO REMAIN. INSTALL SALVAGED WINDOW FROM WEST ELEVATION. NEW STONE VENEER - SEE DETAILS EXISTING STONE VENEER REMOVED DURING DEMOLITION AND REINSTALLED AT COMPLETION OF CONSTRUCTION. SHADED AREA REPRESENTS EXISTING ALUMINUM WINDOW SYSTEM TO REMAIN. NEW HOLLOW METAL DOOR AND FRAME. DASHED LINE REPRESENTS EXISTING FLOOR LEVEL. DASHED LINE REPRESENTS EXISTING STONE LEDGE.

2' - 11"

NEW LANDING ELEVATION 1002'-5 "

1' - 1 1/2"

1' - 6"

2' - 6"

7' - 5 1/2"

2' - 3"

11902 06.14.13

SECOND FLOOR LEVEL 1014'-10 1/4"

11902

C12X20.7 STEEL CHANNEL STRINGERS

EXISTING CONCRETE SLAB OVER STRUCTURAL DECK

DRILL AND EPOXY GROUT VERT BAR 8" INTO EXISTING

Registration Number

Signature

EXISTING CMU FOUNDATION WALL

EXISTING CONCRETE FOUNDATION WALL

DAVE NORBACK

Date

6 A510

EXISTING 6" CONCRETE TOPPING

EXISTING WATERPROOF MEMBRANE

EXISTING STRUCTURAL FLOOR SYSTEM

2' - 9"

4 RISERS AT 6"

1' - 0"

2' - 0"

NEW HOLLOW METAL DOOR - SEE DOOR SCHEDULE

WALL SECTION AT PATIENT WORKSTATION 1" = 1'-0"

SET GYPSUM BOARD 1/4"AFF ON CONTINUOUS BEAD OF ACOUSTIC SEALANT, BOTH SIDES

PARTIAL WALL SECTIONS AND EXTERIOR ELEVATIONS

A501

1 4' - 8" 2"

2' - 6"

1' - 7 3/8"

C12 X 20.7 STEEL CHANNEL BEYOND

5/8"

B 5/8" GYPSUM BOARD EXISTING STONE VENEER

3 MIL VAPOR BARRIER

6" 16 GAUGE STEEL STUDS AT 16" OC EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN FOAM INSULATION IN STUD CAVITY

1' - 2 3/4"

3 5/8" 5/8"

STEEL CLOSURE PLATE CONCRETE FLOOR SLAB SEE STRUCTURAL

EXISTING STONE VENEER

NEW FLUID APPLIED WATERPROOFING REMOVE EXISTING WATERPROOFING AS REQUIRED

3/8" BACKER ROD AND SEALANT

3/8"

3/8" BACKER ROD AND SEALANT

2 3/4"

1/2" GLASS MAT FACED GYPSUM SHEATHING

STONE SUPPORT ANCHOR BY STONE INSTALLER

5/8" GYPSUM BOARD RETURN

2 3/4" 3/8" 1/2"

EXISTING THRU WALL FLASHING AND SUPPORT ANGLE TO REMAIN

BOX BEAM HEADER - BY STUD SUPPLIER

NEW BLIND AND SUPPORT FRAMING SEE CEILING PLAN FOR DETAILS

NEW HOLLOW METAL DOOR AND FRAME 1/2" BACKER ROD AND SEALANT

NEW OPENING HEAD STONE

NEW FLUID APPLIED WATERPROOFING

SHIM SPACE

3/8"

1' - 6"

5 3/4"

2 1/4"

1/4"

1' - 7 3/4"

1/2"

2" 2 1/2"

1/2"

5/8"

FALSE JOINT CUT IN STONE WITH SEALANT STONE VENEER

EXISTING STONE VENEER

1/2" BACKER ROD AND SEALANT

FOAM INSULATION IN STUD CAVITY

INSTALLED SALVAGED ALUMINUM WINDOW AND GLAZING

3'-0" 2' - 6"

3 5/8" 25 GAUGE STEEL STUDS AT 16" OC

1 1/2" = 1'-0"

5/8"

3/4"

3/8"

REINSTALL EXISTING ALUMINUM WINDOW SYSTEM

PAIN CLINIC RELOCATION

11"

WOOD SILL - MATCH EXISTING

1/4"

CONCRETE FILLED STEEL PAN TREADS

CHARLTON BUILDING LOBBY LEVEL

SEE SECTIONS

VARIES

3 MIL VAPOR BARRIER

2 5/8"

3 5/8" X 25 GAUGE STEEL STUDS AT 16" OC

4 1/4"

7 7/8" 3/8"

GROUT SOLID AIR SPACE WHERE BELOW GRADE STONE LEDGE 103'-2 1/4"

3 5/8"

NEW LIQUID APPLIED WATERPROOF MEMBRANE

3/8"

3 1/8"

NEW CONCRETE STEM WALL ATTACHED TO EXISTING STEM WALL

CLIP ANGLES - BY STAIR SUPPLIER C12 X 20.7 STEEL CHANNEL STRINGER BEYOND

3 1/2" 2"

9 3/8"

8" CMU REINFORCED CMU

8 1/4"

8 3/8"

TOP OF STEM WALL 104'-10" ROPE WEEP AT EACH VERTICAL JOINT

9 1/2" 1' - 1"

7 5/8"

2 1/8"

4 1/4"

Project No.

EXTERIOR WINDOW SILL DETAIL

1 1/2" = 1'-0"

TYPICAL STAIR TREAD DETAIL

STEEL CLOSURE PLATES 2 1/2" X 2 1/2" X 1/4" X 0'-3" ANGLE

EXIT PASSAGEWAY JAMB DETAIL COMPOSITE STEEL DECK - SEE DETAIL 7/A510

3/16"

COMPOSITE STEEL DECK - SEE DETAIL 7/A510

EXISTING CONCRETE SLAB OVER STEEL DECK

No.

1'-6"

FASTEN STEEL DECK WITH 0.138" DIA. MIN. HILTI P.A.F. AT 6" O/C TO EXISTING CONC.

HOLLOW METAL DOOR AND FRAME DOOR THRESHOLD - SET IN SEALANT 1/4" X 3" CONT. STEEL PL. EMBED WITH 1/2" DIA. X 4" H.W.S. AT 12" O/C CONCRETE COMPOSITE DECK FLOOR SYSTEM - 1.5 VL 20 STEEL DECK WITH 2 1/2" CONCRETE TOPPING (4" TOTAL THICKNESS) (4000 PSI CONCRETE) WITH 6 X 6 - W2.1 X W2.1 WWF. WELD DECK WITH 5/8" DIA. PUDDLE WELDS AT 12" O/C

1/2"

SLOPE SLAB A MIN OF 1/8" PER FOOT

11"

5" CONCRETE SIDEWALK - TIE INTO EXISTING STEM WALL W/ #4 BENT BARS AT 12" O/C 1/2" EXPANSION MATERIAL

TYP

4 X 4 X 1/4" CONT. ANGLE W/ 1/2" DIA. X 4" H.W.S. AT 12" O/C GROUT TOP CORSE SOLID

EXTEND WATERPROOF MEMBRANE TO TOP OF CONCRETE SLAB EXISTING CMU WALL

1/2" EXPANSION MATERIAL CONCRETE COMPOSITE DECK FLOOR SYSTEM - 1.5 VL 20 STEEL DECK WITH 2 1/2" CONCRETE TOPPING (4" TOTAL THICKNESS) (4000 PSI CONCRETE) WITH 6 X 6 - W2.1 X W2.1 WWF. WELD DECK WITH 5/8" DIA. PUDDLE WELDS AT 12" O/C RIGID INSULATION - PATCH TO MATCH EXISTING THICKNESS

EXISTING CONCRETE STEM WALL

NEW CONCRETE BEARING WALL

4" 6"

EXIT PASSAGEWAY SILL DETAIL 1 1/2" = 1'-0"

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:53 PM

NEW CONCRETE BEARING WALL

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1'-5"

DRILL AND EPOXY GROUT REINF. BAR 4" MIN. INTO EXISTING

HILTI 1/2" DIA. KWIK BOLT 3 EXP. ANCHORS W/ 2 1/4" EMBEDMENT 1/4" X 6" X 0'-6" STEEL PLATE AT 16" O/C W/ FIRST AND LAST PLATE 6" FROM ENDS

NEW PEEL AND STICK WATERPROOF MEMBRANE

1/2" SEALANT JOINT STAIR LANDING LEVEL 102' - 5"

Description

2'-3 3/4"

Date

1 1/2"

Revisions

2" RETURN - TYP EA LEG

CONCRETE FILLED STEEL PANS - SEE DETAIL 5/A510

1 A511

06/14/13

C12 X 20.7 STEEL CHANNEL

MLK

Date

HSS 4 X 4 X 1/4" CONT. STEEL TUBE

4" CONCRETE TOPPING - SEAL WITH CONCRETE SEALER W/ 6 X 6 W2.1 X W2.1 WWF TAPERED RIGID INSULATION

JHA

Checked By

4" SHAFT WALL STUD

1 1/2" = 1'-0"

6287.042.01

Drawn By

3" = 1'-0"

1" GYPSUM LINER PANEL

PROJECT #7R110550

2" RIGID INSULATION

5/8"

1' - 9 3/8"

5/8" GYPSUM BOARD

1 1/2" = 1'-0"

5/8" GYPSUM BOARD

1' - 5 1/2"

10 3/8" 5/8"

STONE VENEER - MATCH EXISTING

STEEL CHANNEL C12X20.7

1/4" REVEAL

3/8"

S.S. STONE ANCHORS AND DOWELS - BY STONE INSTALLER

5/8" 2' - 9"

EXISTING CONCRETE COLUMN

HANDRAIL / STRINGER AT WALL

FOAM INSULATION IN STUD CAVITY

11 5/8"

6" 1/2" 2 1/2" 2"

NEW HOLLOW METAL DOOR AND FRAME

2 3/4"

WINDOW SILL ELEVATION 105'-1 7/8"

1' - 2 1/2"

5/8"

3 1/2"

3/8"

4 5/8"

4 1/2"

3 7/8"

6" 5/8"

4' - 4 3/4"

1/2"

06.14.13

STEEL ANGLES WELDED TO STRINGER & METAL TREAD PAN - BY STAIR FABRICATOR

EXTERIOR WINDOW JAMB DETAIL

TOP OF CMU 104'-10"

6" 16 GAUGE STEEL STUDS AT 16" OC

3 5/8" 5/8"

4 1/2"

3 1/2"

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

11902

4' - 4 3/4"

4' - 6"

1/2" BACKER ROD AND SEALANT

5 3/4"

Registration Number

Project For

5/8" GYPSUM BOARD

2' - 0" 4' - 0"

CONC. FILLED METAL TREAD PAN

DAVE NORBACK

Date

FALSE JOINT CUT IN STONE WITH SEALANT

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.

1/2" SEALANT JOINT

STONE SUPPORT ANCHOR - BY STONE INSTALLER - PROVIDE BACKING AS REQUIRED

1/2"

11902 06.14.13

Signature

EXISTING INTERIOR WALL CONSTRUCTION

1" 2 1/2"

5/8"

3 5/8" 2 3/8" 3 5/8" 9 7/8" 3/8" 5/8" 6 5/8"

5/8" 1/2" 6" 2" 2 1/2"

Date

FACE OF WALL SEE FLOOR PLAN FOR WALL TYPES FOAM INSULATION IN STUD CAVITY

SHIM SPACE

DAVE NORBACK

Registration Number

PROVIDE F.T. WD. BLOCKING BETWEEN MTL. STUDS AT ATTACHMENT POINTS AS REQ'D. TO SUPPORT HANDRAIL BRACKET ( IN STUD WALL CONSTR. )

EXISTING EXTERIOR WALL SYSTEM

1' - 1 3/4"

6" 16 GAUGE STEEL STUDS AT 16" OC

5/8" LEAD LINED GYPSUM BOARD

3/8" BACKER ROD AND SEALANT

CENTER LINE

Signature

3 MIL VAPOR BARRIER

STONE SUPPORT ANCHOR - BY STONE INSTALLER - PROVIDE BACKING AS REQUIRED

1' - 0"

5/8" GYPSUM BOARD

4 1/2"

1 A511

2' - 8"

EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN

NEW FLUID APPLIED WATERPROOFING REMOVE EXISTING WATERPROOFING AS REQUIRED

ROUND METAL COVER PLATE W/ SET SCREW

2' - 0"

NEW FLUID APPLIED WATERPROOFING REMOVE EXISTING WATERPROOFING AS REQUIRED

METAL HANDRAIL BRACKET AT 4'-0" O.C. MAX.

6" 1/2" 2 1/2" 2"

3 5/8"

1" 1' - 1 3/4"

CENTER LINE OF HANDRAIL

1/2" GLASS MAT FACED GYPSUM SHEATHING 6" X 16 GAUGE STEEL STUDS AT 16" OC

1' - 0"

1/2" 6"

1 1/2" O.S. DIA. STEEL PIPE HANDRAIL, GRIND ALL WELDS & SHARP EDGES SMOOTH, ENDS TO RETURN TO WITHIN 1/2" OF WALL FACE

Certification

3/8" BACKER ROD AND SEALANT

1" 2" 2 1/2"

1 1/2" = 1'-0"

1 2' - 5"

1 1/2" = 1'-0"

EXTERIOR WINDOW HEAD DETAIL

1 1/2" = 1'-0"

HANDRAIL / GUARDRAIL EXTENSION AT BOTTOM

INSTALLED SALVAGED ALUMINUM WINDOW AND GLAZING

4 1/2"

2' - 0"

EXIT PASSAGEWAY HEAD DETAIL

1/2" GLASS MAT FACED GYPSUM SHEATHING

FALSE JOINT CUT IN STONE WITH SEALANT 1/2" BACKER ROD AND SEALANT

A.F.F.

STONE SUPPORT ANCHOR - BY STONE INSTALLER - PROVIDE BACKING AS REQUIRED NEW FLUID APPLIED WATERPROOFING REMOVE EXISTING WATERPROOFING AS REQUIRED

11"

Consultants

1/2" SEALANT JOINT

STONE VENEER HEAD AND JAMB STONE

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

1' - 4"

1/2" SEALANT JOINT

FALSE JOINT CUT IN STONE WITH SEALANT

1 1/2" 6" 1/2"

EXISTING EXTERIOR WALL SYSTEM

EXISTING THRU WALL FLASHING AND SUPPORT ANGLE TO REMAIN

STONE HEAD ELEVATION 109' - 7 1/2"

3" x 3" x 5/8" STEEL ANGLE EXPANSION BOLT TO SLAB

2' - 6"

EXTERIOR AND STAIR DETAILS

NOTE: PROVIDE 20 GAUGE POUR STOPS AT EACH POUR AS REQUIRED.

STAIR LANDING DETAIL 3" = 1'-0"

STEEL DECK SUPPORT DETAIL 3" = 1'-0"

A510

1 A501 1' - 4 3/8" 5/8"

3 5/8"

D 4' - 5"

5/8" 6" 1/2" 2 1/2" 2"

2 1/2" 1/2"

2' - 9 1/2"

4' - 0"

2 1/2"

1/2"

2" 2 1/2"

1/2"

5/8"

1' - 9 3/8"

3 MIL VAPOR BARRIER 1/2" SEALANT JOINT

THREADED ROD TO ROOF STRUCTURE ABOVE

5/8" GYPSUM BOARD

5/8"

HOLLOW METAL DOOR FRAME - PAINT 1/2" GLASS MAT FACED GYPSUM SHEATHING

FOAM INSULATION IN STUD CAVITY

C4X7.25 CHANNEL FOR TOILET PARTITION SUPPORT

NEW FLUID APPLIED WATERPROOFING - REMOVE EXISTING WATERPROOFING AS REQUIRED

5/8" LEAD LINED GYPSUM BOARD

TRANSITION STRIP AND SEALANT

5/8" GYPSUM BOARD STONE SUPPORT ANCHOR - BY STONE INSTALLER - PROVIDE BACKING AS REQUIRED

EXTEND PEEL AND STICK WATERPROOF MEMBRANE UP WALL AND 6" ABOVE TOP OF STAIR LANDING LEVEL

THREADED ROD THRU CEILING FOR TOILET SUPPORT

5/8" 6 1/4"

6" 16 GAUGE STEEL STUDS AT 16" OC

ROPE WICK AT EACH VERTICAL JOINT

4" SHAFT WALL "C" STUD ACOUSTICAL CEILING SYSTEM

1/2" EXPANSION MATERIAL

STAIR LANDING LEVEL 102' - 5"

Consultants

1" GYPSUM LINER PANEL 4" SHAFT WALL "CH" STUD

STONE VENEER

L4X4X1/4" WITH 3/8" EXPANSION ANCHOR AT 24" OC (MIN 3" EMBED)

TAPERED RIGID INSULATION

PLAN DETAIL AT 2 HOUR WALL

NEW PEEL AND STICK WATERPROOF MEMBRANE

2' - 0"

NEW CONCRETE BEARING WALL WITH ????????? NEW PEEL AND STICK WATERPROOF MEMBRANE

3" = 1'-0"

Certification

Signature

EXISTING BUILDING COLUMN

1 1/4"

2 1/2"

1 3/4"

FIRST FLOOR 99' - 6"

2 1/2"

1 1/4"

Date

3/8" THICK STEEL PLATE

1 3/4"

3 1/2" 11"

1' - 10"

DAVE NORBACK

Registration Number

7 1/2"

NOTE: PROVIDE 20 GAUGE POUR STOPS AT EACH POUR AS REQUIRED.

DRILL AND EPOXY GROUT REINF. BAR 4" MIN. INTO EXISTING

CEILING HUNG TOILET PARTITION DETAIL

CONCRETE COMPOSITE DECK FLOOR SYSTEM - 1.5 VL 20 STEEL DECK WITH 2 1/2" CONCRETE TOPPING (4" TOTAL THICKNESS) (4000 PSI CONCRETE) WITH 6 X 6 - W2.1 X W2.1 WWF. WELD DECK WITH 5/8" DIA. PUDDLE WELDS AT 12" O/C 4" CONCRETE TOPPING - SEAL WITH CONCRETE SEALER W/ 6 X 6 W2.1 X W2.1 WWF

1/4" X 3" CONT. STEEL PL. EMBED WITH 1/2" DIA. X 4" H.W.S. AT 12" O/C

CEILING HUNG TOILET PARTITION MOUNTING BRACKET

1 1/2" = 1'-0"

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

5/8" DIA HILTI KWIK BOLT T Z ANCHOR WITH 4" EMBEDMENT 3/16

06.14.13

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

DAVE NORBACK

HSS 2 1/2X2 1/2X 1/4 TUBE

Registration Number

LANDING SECTION AT EXTERIOR LANDING

1 1/2" = 1'-0"

5/8"

3 5/8"

4' - 5"

4" 1/4"

5/8"

3" = 1'-0"

Date

11902 06.14.13

Project For

1 A501 9 3/4"

WALL COLUMN DETAIL

11902

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

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

3 1/8"

9 3/8" 3 5/8"

5/8"

5/8" LEAD LINED GYPSUM BOARD

PAIN CLINIC RELOCATION

5/8" GYPSUM BOARD 3 5/8" METAL STUDS AT 16" OC 1" GYPSUM LINER PANEL 4" CH SHAFTWALL STUDS AT 16" OC

CHARLTON BUILDING LOBBY LEVEL STAIR LANDING LEVEL 102' - 5"

PROJECT #7R110550 L4X4X1/4" WITH 3/8" EXPANSION ANCHOR AT 24" OC (MIN 3" EMBED)

1/4" X 3" CONT. STEEL PL. EMBED WITH 1/2" DIA. X 4" H.W.S. AT 12" O/C

NEW CONCRETE BEARING WALL WITH #4 AT 12 C/C EACH WAY, EACH FACE

NOTE: PROVIDE 20 GAUGE POUR STOPS AT EACH POUR AS REQUIRED.

Project No.

6287.042.01

Drawn By

JHA

Checked By FIRST FLOOR 99' - 6"

MLK

Date

DRILL AND EPOXY GROUT REINF. BAR 4" MIN. INTO EXISTING

5/8"

3 5/8"

1/4"

4' - 11"

3 1/8"

3 5/8"

5/8"

9 3/8"

06/14/13

LANDING SECTION AT INTERIOR LANDING 1 1/2" = 1'-0"

Revisions No.

Date

Description

DETAILS

A511 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:54 PM

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8 TAG

227A-1

23 P

MD WORK ROOM

FELLOWS/ RESIDENT WORK ROOM 227

AREA A AREA B

DICTATION 1

227A

EXISTING STAIR D 100

DICTATION 2

227A-2

DESCRIPTION

QTY

TO ROOM

SPECIALTY EQUIPMENT SCHEDULE ORDERED BY SUPPLIED BY INSTALLED BY

A B

VITALS READ-OUT TISSUE BOX HOLDER

2 15

200-2 ALL EXAM ROOMS (TYP-15)

CONTRACTOR CONTRACTOR

TOILET PAPER DISPENSER

236,238, 274A (2), 274B &280F

CONTRACTOR

CC1 CUBICLE CURTAIN TACK

ALL EXAM ROOMS (TYP-15), 220

D.1

SANITARY PRODUCT DISPOSAL

236, 238, 274A (2) & 280F

CONSTRUCTION MGR. CONTRACTOR

D.2

274A

CONTRACTOR

SANITARY PRODUCT DISPENSER CORK BOARD

211, 215

CONTRACTOR

SOAP DISPENSER

CONTRACTOR

G.1

PAPER TOWEL DISPENSER

ALL EXAM ROOMS (TYP-15), 215 (2), 220, 236, 238, 274A, 274B, 280D & 280F ALL EXAM ROOMS (TYP-15) & 220

CONTRACTOR

G.2

PAPER TOWEL DISPENSER

215, 236, 238, 280D & 280F

CONTRACTOR

G.3

HAND DRYER

274A, 274B

GB-18 18" GRAB BAR

236, 238, 274A, 274B, 280F

ELECTRICAL CONTRACTOR CONTRACTOR

GB-24 24" GRAB BAR

ALL EXAM ROOMS (TYP-15)

CONTRACTOR

GB-36 36" GRAB BAR

236, 238, 274A, 274B, 280F

CONTRACTOR

GB-42 42" GRAB BAR

200-2, 236, 238, 274A, 274B, 280F

CONTRACTOR

ALL EXAM ROOMS (TYP-15), 215 (2), 217 (2), 220 ALL EXAM ROOMS (TYP-15), 200, 220

CONTRACTOR

P ZE

EXAM 10

EXAM 6

CC1

226

EXAM 1

CC1

EXAM 8

EXAM 7

228

235

EXAM 9

232

230

234

HS J

CC1

LAB COATS

CC1

CORRIDOR 200-5

CLEAN LINEN

SOILED LINEN

229

231

CC1

34 P

29 223

CC1

EXAM 4

WASTE BIN

215

CC1

G.1

221

CC1

219

6 A901

8 A901

CONTRACTOR

TSM - MODEL #M-1

MANUFACTURER MANUFACTURER FACILITIES WAREHOUSE FACILITIES WAREHOUSE AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. MANUFACTURER

CONTRACTOR CONTRACTOR CONTRACTOR

ASI - MODEL #0692-512 (5"X12") IVES - MODEL #574 HALL MACK - MODEL #HM-681 - SINGLE POST

CONTRACTOR

CONTRACTOR AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. CONTRACTOR

S.S. SHELF

274A, 274B

CONTRACTOR

S.2

S.S. SHELF

236, 238

CONTRACTOR

200-2

CONTRACTOR

U V

ANGLE BRACKET FOR READ OUT HEIGHT STATION CABLE MANAGEMENT SYSTEM

1 70

CONTRACTOR CONTRACTOR

MANUFACTURER MANUFACTURER

CONTRACTOR CONTRACTOR

ACRYLIC RACK

200-2 ALL EXAM ROOMS (TYP-15), 210 (2), 211 (3), 211B, 215 (3), 217 (6), 220 (2), 227 (8), 227A (6), 227A-1, 227A-2, 239 (2), 280 (14), 280A, 280B, 280E, 280G, 280H, 280J ALL EXAM ROOMS (TYP-15)

CONTRACTOR

WALL BRACKET FOR TRASH

FACILITIES WAREHOUSE MANUFACTURER

MAYO STAND

EXISTING MAYO STAND

EXAM 15 237

Signature

GB-36

11902

42” Vizio TV Model E420i-A0

Date

SEE REFERENCE STANDARD 5234-01 AND 5324-02

06.14.13

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 CONTRACTOR

CONSTRUCTION MGR. ALL EXAM ROOMS (TYP-15) ENVIROMENTAL SERVICES 216, 218, 222, 223, 224, 225, 226, 228, 230, CONSTRUCTION 232, 234, 235 MGR. 212, 214, 220, 237 ---

FACILITIES WAREHOUSE ---

DAVE NORBACK

SAGE - MODEL #8516 & 8152

Registration Number

CONTRACTOR CONTRACTOR

ASI - MODEL #0692-1224 (12"X24")

Date

CONTRACTOR

ASI - MODEL #0692-518 (5"X18")

Project For

11902 06.14.13

SEE REFERENCE STANDARD 5234-01 AND 5324-02

ENVIROMENTAL SERVICES CONTRACTOR

PAIN CLINIC RELOCATION

CONTRACTOR

239

VITALS STATION 200-2

GB-18

TAG 1 2 3 4 5 6 7

REGISTRATION 210

212

EXAM 14

214

DAVE NORBACK

Registration Number

PTNT. WRKS

CC1

EXAM 13

CA WORK ROOM

CONTRACTOR

S.1

CC1

Certification

S.1

211

2 A511

DESK SUPERVISOR

CORRIDOR 207A

RECYCLING

211A

WASTE BIN

? ?

EXISTING STAIR C XXX

207-1

CONTRACTOR

200-3

EXISTING RECEPTION

BOBRICK - SERIES B-6806

218

CONTRACTOR

GLOVE BOX HOLDER

EXAM 11

BOBRICK - SERIES B-6806

CORRIDOR

CC1

216

220

CONTRACTOR

Consultants

CC1

EXAM 12

BOBRICK - SERIES B-6806

211B

CC1

CONTRACTOR

200

SCHEDULING

PROCEDURE/ ULTRASOUND

BOBRICK - SERIES B-6806

FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER

CC1

222

WORLD DRYER - MODEL #XA5-974

EQUIP. STORAGE

HAZ. MAT. BIN

EXAM 5

273

ELECTRICAL CONTRACTOR CONTRACTOR

SHARPS CONTAINTER

AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. CONTRACTOR

GEORGIA PACIFIC - MODEL #59462

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

238

STORAGE

220, 273, 280C

CONTRACTOR

PATIENT TOILET

213

STORAGE

KIMBERLY CLARK - UNIVERSAL "C" FOLDING TOWEL

ALL EXAM ROOMS (TYP-15), 210 (2), 211 (3), 211B, 215 (3), 217 (6), 220 (2), 227 (8), 227A (6), 227A-1, 227A-2, 239 (2), 280 (14), 280A, 280B, 280E, 280G, 280H, 280J ALL EXAM ROOMS (TYP-15), 220, 236, 274A & 274B ALL EXAM ROOMS (TYP-15) & 220

200-6

WALL MTD TELEVISION BRACKET 42” FLAT SCREEN TV

CONTRACTOR

CORRIDOR

CONTRACTOR

CONTINUOUS WALL MOUNTED CORK PIN BOARD, SEE PLANS AND ELEVATIONS FOR WALL LENGTH DERMOPRO - MODEL #9021- ALMOND

CPU CLIP

CC1

275

CONTRACTOR

200-7

ROCHESTER MIDLAND - MODEL #RC2591100 J655

ALL EXAM ROOMS (TYP-15), 220 (2), 280C

HAZ. MAT. BIN

217

MOP STRIP

CONTRACTOR

P V

CONTRACTOR CONTRACTOR CONTRACTOR

CUBICLE CURTAIN TRACK AND PRIVACY CURTAIN CC-1, SEE DETAIL 2/A201 ASI - MODEL #0852

WALL MTD MONITOR BRACKET

PAIN TECH WORK ROOM

CONTRACTOR

DRAPERY CONTRACTOR CONTRACTOR

G.1

OPEN OFFICE NP/PA

CC1

224

M.3

15 15 3

ALL EXAM ROOMS (TYP-15) 236, 238, 274A (2), 274B (2) & 280F ALL EXAM ROOMS (TYP-15) ALL EXAM ROOMS (TYP-15) 236, 238 & 280F

FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER

GEORGIA PACIFIC - MODEL #56784

220, 280C

PATIENT SUPPORT

HAZ. MAT. BIN

200-4

FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER

CONTRACTOR

CORRIDOR

18" X 30" MIRROR 24" X 60" MIRROR S.S. SHELF WARDROBE HOOK ROBE HOOK

CONTRACTOR

CONTRACTOR CONTRACTOR

50" FLAT SCREEN TV

CORRIDOR

236

K.1 K.2 L M.1 M.2

N.2

PATIENT TOILET

N.1

233

EXAM 3

CC1

CUP DISPENSER

ASSISTANT SUPR./CLINIC STUDY COORDINATOR

CC1

225

EXAM 2

CC1

200-8

HAND SANITIZER

MANUFACTURER FACILITIES WAREHOUSE FACILITIES WAREHOUSE DRAPERY CONTRACTOR FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER

REMARKS

EXISTING WAITING

GONDOLA METAL STORAGE CABINET VACUUM SCRUBBER HOUSEKEEPING CARPET EXTRACTOR BLANKET WARMER

QTY TO ROOM NUMBER 2 2 2 1 1 1 1

275 275 275 275 275 275 200

8 9 9A 11

ICE/WATER DISPENSER LAUNDRY CART LAUNDRY CART BLOOD PRESURE

1 1 1 15

200 229 231 ALL EXAM ROOMS, TYPICAL

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

PRINTER ZEBRA LABEL PRINTER LABEL PRINTER PRINTER LEXMARK SCANNER PRINTER ORDERS PRINTER ARIVALS PROCEDURE TABLE C-ARM C-ARM MONITOR ULTRASOUND CART LIGHT BOX PRINTER SHREDDER BROCHURE RACK - SMALL WHITE BOARD CRASH CART BROCHURE RACK - LARGE SCALE TV CART OXYGEN TANK PRINTER SAMSUNG - ML3051 PRINTER HP - 9250 PRINT/COPY TOSHIBA SHREDDER PRINTER XEROX SCANNER FAX REFRIDGERATOR MICROWAVE TOASTER COFFEE MAKER PRINTER SAMSUNG - ML3051 PRINTER HP

15 15 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 1 1 1 2 2 1 1 1 1 1 1 1 1 1 10 1

ALL EXAM ROOMS, TYPICAL ALL EXAM ROOMS, TYPICAL 210 210 210 211 211 220 220 220 220 220 & 227 227 & 227A 227 227 215 200-3 200-4 & 200-6 200-2 213 213 217 215, 233 280-1 280-1 280-1 280-1 280-1 280D 280D 280D 280D 217 280

ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ---

OPERATIONS ----CONSTRUCTION MGR / OPERATIONS ----------------------OPERATIONS ------------OPERATIONS -------------------------------

ENVIROMENTAL SERVICES FACILITY WAREHOUSE ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ---

INSTALLED BY ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES EQUIPMENT SERVICES

MANUFACTURER ----FACILITY WAREHOUSE

CONTRACTOR OPERATIONS OPERATIONS CONTRACTOR

----------------------FACILITY WAREHOUSE ------------MANUFACTURER -------------------------------

EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES CONTRACTOR EQUIPMENT SERVICES EQUIPMENT SERVICES EQUIPMENT SERVICES ELECTRICAL CONTRACTOR EQUIPMENT SERVICES EQUIPMENT SERVICES CONTRACTOR CONTRACTOR EQUIPMENT SERVICES CONTRACTOR CONTRACTOR 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

REMARKS

PROJECT #7R110550 EXISTING, RELOCATE FROM EI-08 “Steris”, Model - Amsco Warming Cabinet, Single compartment, countertop mounted , Model DJ060124131 (with window).

Key Plan

EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08

EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08

B C

Project No.

6287.042.01

Drawn By

RRA, AVP

Checked By

MLK

Date

06/14/13

Revisions No.

Date

Description

AREA A AREA B

207

DESCRIPTION

EQUIPMENT SCHEDULE ORDERED BY SUPPLIED BY

CHARLTON BUILDING LOBBY LEVEL

AREA A

AREA B AREA C

EQUIPMENT PLAN - AREA A & EQUIPMENT SCHEDULES

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

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:57 PM

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A801A

15 TAG

AREA A AREA B

100

QU MD OFFICE 1 280J

PINGREE MD OFFICE 2

MAUCK MD OFFICE 3

2 15

200-2 ALL EXAM ROOMS (TYP-15)

CONTRACTOR CONTRACTOR

TOILET PAPER DISPENSER

236,238, 274A (2), 274B &280F

CONTRACTOR

CC1 CUBICLE CURTAIN TACK

ALL EXAM ROOMS (TYP-15), 220

D.1

SANITARY PRODUCT DISPOSAL

236, 238, 274A (2) & 280F

CONSTRUCTION MGR. CONTRACTOR

D.2

274A

CONTRACTOR

SANITARY PRODUCT DISPENSER CORK BOARD

211, 215

CONTRACTOR

280H

280G

SOAP DISPENSER

CONTRACTOR

N.2

G.1

PAPER TOWEL DISPENSER

ALL EXAM ROOMS (TYP-15), 215 (2), 220, 236, 238, 274A, 274B, 280D & 280F ALL EXAM ROOMS (TYP-15) & 220

CONTRACTOR

G.2

PAPER TOWEL DISPENSER

215, 236, 238, 280D & 280F

CONTRACTOR

G.3

HAND DRYER

274A, 274B

GB-18 18" GRAB BAR

236, 238, 274A, 274B, 280F

ELECTRICAL CONTRACTOR CONTRACTOR

GB-24 24" GRAB BAR

ALL EXAM ROOMS (TYP-15)

CONTRACTOR

GB-36 36" GRAB BAR

236, 238, 274A, 274B, 280F

CONTRACTOR

GB-42 42" GRAB BAR

200-2, 236, 238, 274A, 274B, 280F

CONTRACTOR

ALL EXAM ROOMS (TYP-15), 215 (2), 217 (2), 220 ALL EXAM ROOMS (TYP-15), 200, 220

CONTRACTOR

LAMER MD OFFICE 4

280E

EDUCATION ROOM

280C

EXAM 10 235

DRINKING FOUNTAIN

CLOSET

280-3

280K

G.1 F

RN FILES GB-36

LAB COATS

CC1

200-8

EXIST. DATA/ COMMUNIC. ROOM

287

285

44 P

280D

OFFICE SUPERVISOR

280B

GB-18 V 35

CORRIDOR 200-7

44 P

MAIL EQUIPMENT / COPY

RN SUPERVISOR

280A

200

OPEN OFFICE RN/AA

CC1

EXAM 15

237

18" X 30" MIRROR 24" X 60" MIRROR S.S. SHELF WARDROBE HOOK ROBE HOOK

M.3

N.2

280

PTNT. WRKS 239

MOP STRIP

275

CONTRACTOR

WALL MTD TELEVISION BRACKET 42” FLAT SCREEN TV

220, 273, 280C

273

AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. CONTRACTOR

DRAPERY CONTRACTOR CONTRACTOR

CUBICLE CURTAIN TRACK AND PRIVACY CURTAIN CC-1, SEE DETAIL 2/A201 ASI - MODEL #0852

CONTRACTOR

ROCHESTER MIDLAND - MODEL #RC2591100 J655

CONTRACTOR CONTRACTOR

CONTINUOUS WALL MOUNTED CORK PIN BOARD, SEE PLANS AND ELEVATIONS FOR WALL LENGTH DERMOPRO - MODEL #9021- ALMOND

CONTRACTOR

KIMBERLY CLARK - UNIVERSAL "C" FOLDING TOWEL

CONTRACTOR

GEORGIA PACIFIC - MODEL #59462

ELECTRICAL CONTRACTOR CONTRACTOR

WORLD DRYER - MODEL #XA5-974 BOBRICK - SERIES B-6806

CONTRACTOR

BOBRICK - SERIES B-6806

CONTRACTOR

BOBRICK - SERIES B-6806

CONTRACTOR

BOBRICK - SERIES B-6806

CONTRACTOR CONTRACTOR

TSM - MODEL #M-1

MANUFACTURER MANUFACTURER FACILITIES WAREHOUSE FACILITIES WAREHOUSE AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. MANUFACTURER

CONTRACTOR CONTRACTOR CONTRACTOR

ASI - MODEL #0692-512 (5"X12") IVES - MODEL #574 HALL MACK - MODEL #HM-681 - SINGLE POST

CONTRACTOR

CONTRACTOR AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. CONTRACTOR

ALL EXAM ROOMS (TYP-15), 220 (2), 280C

CPU CLIP

SHARPS CONTAINTER

GLOVE BOX HOLDER

CONTRACTOR

S.1

S.S. SHELF

274A, 274B

CONTRACTOR

S.2

S.S. SHELF

236, 238

CONTRACTOR

200-2

CONTRACTOR

U V

ANGLE BRACKET FOR READ OUT HEIGHT STATION CABLE MANAGEMENT SYSTEM

FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER

1 70

200-2 ALL EXAM ROOMS (TYP-15), 210 (2), 211 (3), 211B, 215 (3), 217 (6), 220 (2), 227 (8), 227A (6), 227A-1, 227A-2, 239 (2), 280 (14), 280A, 280B, 280E, 280G, 280H, 280J ALL EXAM ROOMS (TYP-15)

CONTRACTOR CONTRACTOR

MANUFACTURER MANUFACTURER

CONTRACTOR CONTRACTOR

FACILITIES WAREHOUSE MANUFACTURER

CONTRACTOR

WALL BRACKET FOR TRASH

MAYO STAND

EXISTING MAYO STAND

Registration Number Date

SEE REFERENCE STANDARD 5234-01 AND 5324-02

TAG

REGISTRATION

210

211

WAITING 274

DESK SUPERVISOR 211A

P V

N.1

WAITING 273

WOMEN'S TOILET

AREA A AREA B

274A

AREA A

AREA B AREA C

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.

CONSTRUCTION MGR. ALL EXAM ROOMS (TYP-15) ENVIROMENTAL SERVICES 216, 218, 222, 223, 224, 225, 226, 228, 230, CONSTRUCTION 232, 234, 235 MGR. 212, 214, 220, 237 ---

FACILITIES WAREHOUSE ---

DAVE NORBACK

SAGE - MODEL #8516 & 8152

Registration Number

CONTRACTOR CONTRACTOR

ASI - MODEL #0692-1224 (12"X24")

Date

CONTRACTOR

ASI - MODEL #0692-518 (5"X18")

Project For

11902 06.14.13

SEE REFERENCE STANDARD 5234-01 AND 5324-02

ENVIROMENTAL SERVICES CONTRACTOR

PAIN CLINIC RELOCATION

CONTRACTOR

200-9

06.14.13

Signature CONTRACTOR

DESCRIPTION

QTY TO ROOM NUMBER

EQUIPMENT SCHEDULE ORDERED BY SUPPLIED BY

INSTALLED BY

GONDOLA METAL STORAGE CABINET VACUUM SCRUBBER HOUSEKEEPING CARPET EXTRACTOR BLANKET WARMER

2 2 2 1 1 1 1

275 275 275 275 275 275 200

ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ---

ENVIROMENTAL SERVICES FACILITY WAREHOUSE ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ---

ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES ENVIROMENTAL SERVICES EQUIPMENT SERVICES

8 9 9A 11

ICE/WATER DISPENSER LAUNDRY CART LAUNDRY CART BLOOD PRESURE

1 1 1 15

200 229 231 ALL EXAM ROOMS, TYPICAL

MANUFACTURER ----FACILITY WAREHOUSE

CONTRACTOR OPERATIONS OPERATIONS CONTRACTOR

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

15 15 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 1 1 1 2 2 1 1 1 1 1 1 1 1 1 10 1

OPERATIONS ----CONSTRUCTION MGR / OPERATIONS ----------------------OPERATIONS ------------OPERATIONS -------------------------------

----------------------FACILITY WAREHOUSE ------------MANUFACTURER -------------------------------

CORRIDOR

11902

42” Vizio TV Model E420i-A0

CHARLTON BUILDING LOBBY LEVEL 1 2 3 4 5 6 7

CA WORK ROOM

DAVE NORBACK

275

Signature

JANITOR

M.3

Consultants

Certification

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

CONTRACTOR

WALL MTD MONITOR BRACKET

ACRYLIC RACK

FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER

GEORGIA PACIFIC - MODEL #56784

P V

FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER

CONTRACTOR

220, 280C

CONTRACTOR

REMARKS

CONTRACTOR CONTRACTOR

CONTRACTOR CONTRACTOR CONTRACTOR

15 15 3

ALL EXAM ROOMS (TYP-15) 236, 238, 274A (2), 274B (2) & 280F ALL EXAM ROOMS (TYP-15) ALL EXAM ROOMS (TYP-15) 236, 238 & 280F

CORRIDOR

CONTRACTOR

MANUFACTURER FACILITIES WAREHOUSE FACILITIES WAREHOUSE DRAPERY CONTRACTOR FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER

50" FLAT SCREEN TV

CC1

200-6

K.1 K.2 L M.1 M.2

PATIENT SUPPORT

N.1

280-1

HAND SANITIZER CUP DISPENSER

280F

GB-42

RN5

280-4

EXIST. ELECTRICAL ROOM

STAFF TOILET

280-2

STAFF NOURISHMENT

TO ROOM

VITALS READ-OUT TISSUE BOX HOLDER

QTY

A B

EXISTING STAIR D

DESCRIPTION

SPECIALTY EQUIPMENT SCHEDULE ORDERED BY SUPPLIED BY INSTALLED BY

REMARKS

PROJECT #7R110550 EXISTING, RELOCATE FROM EI-08 “Steris”, Model - Amsco Warming Cabinet, Single compartment, countertop mounted , Model DJ060124131 (with window).

Key Plan

EXISTING, RELOCATE FROM EI-08 EXISTING, RELOCATE FROM EI-08

C Project No.

6287.042.01

Drawn By

RRA, AVP

Checked By

MLK

Date

06/14/13

Revisions No.

Date

Description

CORRIDOR 274C

MEN'S TOILET

AREA B AREA C

EQUIPMENT PLAN - AREA B

274B

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

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:59 PM

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A801B

OPEN

HS J

Signature

14 A920

Date

1/4" = 1'-0"

7 A920

EO (4)

4'-0"

EO (4)

PLAM-2

EO (4)

EXISTING WINDOW

PLAM-2

CORRIDOR CEILING

23 19

NURSE CALL (WHITE LIGHT)

PLAM-1

EO (4)

HAMPER

1/4" = 1'-0"

PROCEDURE ROOM - EAST WALL 1/4" = 1'-0"

PROCEDURE ROOM SOUTH WALL ELEVATION

1/4" = 1'-0"

2 1/2"

PANEL LOCK

5 A920

PROCEDURE ROOM - NORTH WALL ELEVATION

EQ EQ

N.2

N EQ

NC S

TYP

PAIN CLINIC RELOCATION

LIGHT BAR OCCUPANCY LIGHT SWITCHES

CHARLTON BUILDING LOBBY LEVEL 7'-2"

30SC

PLAM-2

EOVD

1/4" = 1'-0"

2'-6"

06.14.13

PLAM-1

G.1

5 A201

11902

Project For

TYPICAL EXAM ROOM - CORRIDOR SIDE ELEVATION

TASK LIGHT

DAVE NORBACK

Registration Number

WASTE BIN

FLOOR SHARPS

PLAM-2

06.14.13

1'-0"

PHONE

1' - 0" 2' - 6" 8' - 0"

8' - 0"

4' - 6"

1'-3" EO

TACKLESS PAPER HOLDER BAR X-RAY/ MEDICAL RECORDS HOLDER

PROJECT #7R110550

4'-8"

WB 6'-1"

EO (4)

G.1

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.

CENTER LINE OF PROCEDURE TABLE

CC1

8' - 0"

EO (4)

36BC1

Date

11902

K.1

1'-3"

5 1/4" 4' - 0"

TYPICAL EXAM ROOM - SINK SIDE WALL ELEVATION

1/4" = 1'-0"

DAVE NORBACK

Registration Number

HAZ. MAT. BIN

EO (4) VD V EQ

TYPICAL EXAM ROOM - BACK WALL ELEVATION

Signature

LINE OF PARTITION BETWEEN EXAM ROOMS

GB-24

HAMPER

8' - 0"

PHONE

CPU

V D

CC1

3030W

1'-3"

14 A901

6' - 0"

WASTE BIN

3024W

3'-0"

15 A901

8' - 0"

CC1

TASK LIGHT

CPU

TYP

G.1

8' - 0"

3624W

PHONE

2' - 0" 1' - 0" 5' - 0"

3624W

3'-3"

1/4" = 1'-0"

PLAM SOFFIT 3624W

TYPICAL EXAM ROOM - PROVIDER DESK WALL ELEVATION

2 25 A920

ARTWORK

TASK LIGHT

1/4" = 1'-0"

PLAM-1

TYPICAL EXAM ROOM - ENTRY WALL ELEVATION

PLAM-3

WASTE BIN

PHONE

VDEO D

CPU

2'-5"

PLAM-3

4' - 5" 3'-0"

TASK LIGHT

PHONE

3030W

1/4" = 1'-0"

PLAM SOFFIT

1' - 0"

2430W

3'-6"

4'-6"

8' - 0"

6" 6"

GB-24

PLAM SOFFIT

9 A920

1/4" = 1'-0"

Certification

ENLARGED PROCEDURE ROOM RCP

2'-8"

CC1

PROCEDURE ROOM ENLARGED FLOOR PLAN

4'-0"

25 A920

PLAM-3

PLAM-2

TYP

2' - 6"

CC1

7 1/2"

1WFP

HAMPER

Consultants

CPU

1/4" = 1'-0"

4' - 6"

TYPICAL EXAM ROOM REFLECTED CEILING PLAN

1/4" = 1'-0"

LINE OF PROCEDURE TABLE BELOW

TYPICAL EXAM ROOM FLOOR PLAN

13 A920

5'-0 3/4"

HAZ. MAT. BIN

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

K.1

N.2

TRASH

12 FLOOR SHARPS

TASK LIGHTING

A901

P 3

G.1

ACT-1 8' - 0"

5 A201

ACT-1 8' - 0"

TYP

CC1

216

220

7'-6"

EXAM 12

220

PROCEDURE/ ULTRASOUND

RP CC1

5'-1"

LINE OF EXAM TABLE BELOW

TASK LIGHTING

PROCEDURE/ ULTRASOUND 7'-6 1/2"

216

A901

WASTE BIN

CC1

EXAM 12

1'-2 1/4"

HS WHEEL CHAIR

CC1

G.1

O GB-24

4' - 0"

3'-2"

TRASH

M.1

K.1

11 A920

OCCUPANCY PANEL - WD-1

PROCEDURE ROOM WEST WALL ELEVATION

EXAM ROOM DOOR FRAME - LATCH SIDE, TYP

1/4" = 1'-0"

1'-6 1/2" 1/2"

9 3/4"

CENTER BETWEEN BASKET AND SWITCH PLATE

1/2"

6 1/2"

62" TO FLOOR

5 1/4"

ENLARGED OCCUPANCY PANEL DETAIL 1/2" = 1'-0" Project No.

6287.042.01

1' - 4"

Drawn By HAND HELD EXAM LIGHT

06/14/13

KEYNOTES - INTERIOR ELEVATIONS CUFF BASKET

3' - 0"

TYPICAL EXAM ROOM RIGHT HAND INTRUMENT PANEL 1 1/2" = 1'-0"

MLK

Date

48" TO FLOOR

Checked By

3/4" SOLID SURFACE (SS-2) TO SOLID BLOCKING IN WALL

OTOSCOPE

AVP

1 2 3 4 5 6 7 8 9

10 11

CUBICLE CURTAIN TRACK AND PRIVACY CURTAIN CC-1, SEE DETAIL 2/A201 SKYTRON LIGHT - PROVIDE 1/2" DIA. THREADED SUPPORT ROD CENTERED IN FIXTURE OPENING SKYTRON LIGHT SWITCH BENCH AND SOILED LINEN STORAGE NOT USED PRINTER CART, SEE DETAIL 6/A930 WALL MTD SOLID SURFACE (SS-2) INSTRUMENT PANEL NOT USED TACKLESS PAPER HOLDER BAR - Manufacturer: Global Industrial (or similar, approved by architect) Product: Best Bite Tackless Paper Holder Model: WGB179443 12”wide Finish: Satin Silver SS FLIP DOWN SHELF, ALL EXAM ROOMS NURSE CALL PANEL @ 3’-6” AFF, SEE ELEC E701, E301A

Revisions No.

Date

Description

INTERIOR ELEVATIONS

A901 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:02 PM

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24BC

3036W

2'-11"

36BC1

36SC 5 A920

24BC1

F HS

42BC1

24BC1

5' - 0"

1FP

MIN

7 A920

PLAM-2

36SC

ARTWORK

8' - 0"

G.1

8' - 0"

PLAM-1

F EO

SS-3

3'-0"

G.1

PT-5

3' - 0"

1WFP

5' - 0"

3036W

PLAM-2

3'-0"

V DEO

19 A920

2' - 1 1/4"

V DEO

PHONE

CPU

PHONE

2'-10"

V DEO

CPU

PHONE

CPU

PLAM-1

MONITOR

3636W

HAZ. MAT. BIN

3'-0" CG

EO D

MONITOR

3'-2"

EO D

PLAM-2

4' - 0"

1'-10"

PLAM-1

MONITOR

3636W

FEATURE RECESSED DOWNLIGHT

SINGAGE

PLAM-2

8' - 0"

2' - 0"

8' - 0"

PLAM-2

3636W

2' - 6"

8' - 0"

PLAM-2

3036W

2' - 9 3/4"

8' - 4"

1WFP

2' - 6"

2 A920

WASTE BIN

4'-1 1/4"

11'-0 3/4"

TYP

9 A920

2 A920

HAZ. MAT. BIN

16" DEEP ADJUSTABLE SHELVES ON STANDARDS

HAZ. MAT. BIN

2 A920

24BC

30BC

24BC

WDB-1

1FP

19 A920

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

3 A921

Consultants

1/4" = 1'-0"

9'-1 1/4"

2'-0"

NUTRITION - SOUTH WALL ELEVATION

1/4" = 1'-0"

1'-10" WB

ASSISTANT SUPR. - SOUTH

2' - 11 1/2"

EOD

1/4" = 1'-0"

CPU

3' - 0"

1/4" = 1'-0"

36BC1

5' - 0"

8' - 0"

EQ WB

1/4" = 1'-0"

1'-6"

48AV

1'-6"

8' - 0"

5' - 0"

PLAM-2

PLAM-1 G.1 CG

PLAM-2

30SC 1FP

PAIN CLINIC RELOCATION

5 A920

NUTRITION - WEST WALL ELEVATION 1/4" = 1'-0"

TYP

9 A920

6' - 9 3/4"

TYP

2436W

23 A920

3' - 0" 33

EOVD EOVD

PLAM-2

24BC

3030W

PLAM SOFFIT

PLAM-2

CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550

PLAM-1 45

PLAM-2

18BC 19 A920

24BC

19 A920

DICTATION 1 - EAST

Project For

EOVD

8' - 0"

06.14.13

1WFP

2'-6"

PLAM-1

2'-6"

EOD

PLAM-1

MONITOR

CPU

18 A920

EDUCATION ROOM - WEST ELEVATION

1/4" = 1'-0"

2'-6"

ASSISTANT SUPR. - WEST

1/4" = 1'-0"

1'-10"

CPU

3'-0" WB

MONITOR

3024W

11902

3' - 0"

STORAGE ROOM - WEST WALL ELEVATION

AND TASK LIGHT

PLAM-1

7 A920

PLAM-2

EOVD

V VD

PLAM-1

MONITOR

2'-6"

2' - 6"

MONITOR

Date

1' - 0"

8 A920

18" DEEP SHELF

1'-0"

34 CPU

RECYCLING

AND TASK LIGHT

2'-6"

MONITOR

5' - 0"

PLAM-1

8' - 0"

1' - 0"

3' - 0"

2' - 6"

PLAM-2 WITH VALANCE

30BC1

2436W

PLAM-2 WITH VALANCE

PLAM-1

4' - 5 1/2"

9 A920

PLAM-2 15" DEEP SHELF

18" DEEP SHELF

10"

3" 7'-0"

4' - 7 1/4"

Registration Number

PLAM-2

18BD4 30BC 1FP

1/4" = 1'-0"

PLAM-2 15" DEEP SHELF

1836W

TYP

2' - 6"

19 A920

2WFP

2'-3"

9 A920

DAVE NORBACK

4' - 6"

36BC

2436W 2436W

2'-0"

COPY/MAIL - NORTH WALL ELEVATION

18" DEEP ADJUSTABLE SHELVES ON STANDARDS

5'-0"

PLAM-2 18BD4

10 A920

PLAM-2 8' - 0"

168

3636W

Signature

TYP

PLAM-2

1'-0"

PLAM-1

06.14.13

2'-6"

OPEN

7' - 2"

3'-2" 39

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.

3'-0"

2'-7"

38 EO D EO D

DAVE NORBACK

Date

8' - 0"

19 A920

CPU

1'-10" CPU

RECYCLING

5' - 0"

1/4" = 1'-0"

EO WB

26FP

SCHEDULER/CA WORK ROOM SOUTH WALL ELEVATION

3036W

1WFP

3' - 0" 8' - 0"

8' - 0"

Signature

1/4" = 1'-0" 9 A920

23 A920

8' - 0"

3' - 0"

8' - 0"

PLAM-1

1 1/2" WB

VDEO

SCHEDULING/CA WORK ROOM SOUTH ELEVATION

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

1824W 3024W

6 A921

SCHEDULING/CA WORK ROOM NORTH ELEVATION (VIEW FROM CORRIDOR)

4236W

VDEO

4 A921

TYP

4236W

3636W

EO D

23 A920 PLAM-2

2'-8"

7 A920

TYP

3036W

24BC 18BC

10"

1/4" = 1'-0"

WASTE BIN

8 A920

24BC

OPEN

MONITOR

Registration Number

8 A921

PLAM-2

3'-0"

5' - 0" 3'-0"

15BD4

SCHEDULER/CA WORK ROOM EAST WALL ELEVATION

9 A920

EO (4)

PLAM-3

OPEN

1836W

TRASH

3' - 6"

3' - 2"

CPU

V D EO 3' - 2"

3' - 6"

V PLAM-3

EO (4)

8' - 0"

1' - 10"

PLAM-1

ARTWORK

PLAM-1

18BC1

1/4" = 1'-0"

3.5WFP

MONITOR

1/4" = 1'-0"

3'-6"

SCHEDULING/CA WORK ROOM WEST WALL ELEVATION

3036W

PLAM-3

7 A920

REGISTRATION WEST WALL ELEVATION

V D EO

Certification

MONITOR

PLAM-1

OPEN WB

9 A920

2'-6"

2.25FP

TYP

1' - 2"

18BC1

19 A920

3' - 0"

3036W

36BC

1/4" = 1'-0"

FEATURE RECESSED DOWNLIGHT

PT-5

3' - 0"

42BC

1/4" = 1'-0"

TRASH

9 A920

FEATURE RECESSED DOWNLIGHT

8 A921

3036W

RECYCLING

36BC

5 A921

1/4" = 1'-0"

3'-0"

WDB-1

2.25FP

REGISTRATION DESK - WEST ELEVATION

PLAM-1

WD-1

VDEO

5' - 0"

8' - 0"

SS-1

EO D EOD EO D

CPU

EOVD

3036W

PLAM-3

WASTE BIN

MONITOR

7' - 2"

MONITOR

3036W

PLAM-3

3' - 0"

3036W

FEATURE RECESSED DOWNLIGHT

10"

PT-5

FEATURE RECESSED DOWNLIGHT

1/4" = 1'-0"

REGISTRATION - EAST ELEVATION

TYP

9 A920 3636W

5' - 0"

1/4" = 1'-0"

PATIENT SUPPORT - EAST WALL ELEVATION

3'-4"

TECH WORKROOM - WEST WALL ELEVATION

8' - 0"

FELLOWS - SOUTH

TECH WORKROOM - EAST WALL ELEVATION

DICTATION 2 - EAST

1/4" = 1'-0"

NA/PA WORKROOM

1/4" = 1'-0"

6 A201

7 A501

OPEN OFFICE SHELVING, TYP 1/4" = 1'-0"

PAC PRINTER STATION 1/4" = 1'-0"

Project No.

TYP

6287.042.01

Drawn By

AVP

06/14/13

ROD & SHELF

GB-36

CG CG

8' - 0"

7' - 2"

PLAM-1

EOVD

8' - 0"

PLAM-2

2'-6"

3'-4"

3'-0"

5'-0"

10"

GB-36

MLK

Date

EXISTING WINDOW

PLAM-2

S CG

4' - 0"

PLAM-3 WDB-1

3'-4"

SS-1

GB-18

GLZ-1

OPEN

7' - 2"

SS-1

7 A921

7' - 2"

N.1

10"

PT-5

10"

Checked By

Revisions

2'-10 1/4"

6'-0"

12 A920

TV FEATURE WALL 1/4" = 1'-0"

PATIENT WORKSTATIONS WALL 1/4" = 1'-0"

24BC 2'-2 1/2"

19 A920

VITALS STATION - NORTH 1/4" = 1'-0"

VITALS STATION - WEST 1/4" = 1'-0"

LAB COATS 1/4" = 1'-0"

No.

OPEN

Date

Description

MD WORKROOM - NORTH 1/4" = 1'-0"

KEYNOTES - INTERIOR ELEVATIONS 1 2 3 4 5 6 7 8 9

10 11

INTERIOR ELEVATIONS

A902 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:09 PM

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8' - 0"

D.1 C

3' - 6"

D.1 C

PATIENT TOILET - WEST

1/4" = 1'-0"

PATIENT TOILET - NORTH

1/4" = 1'-0"

PATIENT TOILET - EAST

1/4" = 1'-0"

PATIENT TOILET - SOUTH

1/4" = 1'-0"

STAFF TOILET - WEST

1/4" = 1'-0"

STAFF TOILET - NORTH 1/4" = 1'-0"

STAFF TOILET - EAST 1/4" = 1'-0"

STAFF TOILET - SOUTH 1/4" = 1'-0"

8' - 0"

GB-18 GB-42 GB-36

K.2

8' - 0"

M.2

3' - 6"

K.2 F G.2

8' - 0"

K.2

GB-18 GB-42 GB-36

3' - 6"

8' - 0"

M.2

8' - 0"

G.2 K.2 F

GB-18 GB-42 GB-36

S.2

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

Certification

3' - 6"

CG-2

S.1 D.1

3' - 6"

K.2

G.2

8' - 0"

D.2

8' - 0"

G.3

GB-18 GB-42 GB-36

8' - 0"

GB-18 GB-42 GB-36

K.2 F G.2 G.3 Q

CG-1

Signature

DAVE NORBACK

Registration Number Date

WOMEN'S AND MEN'S TOILET - WEST

1/4" = 1'-0"

WOMEN'S TOILET - NORTH

1/4" = 1'-0"

WOMEN'S AND MEN'S TOILET - EAST 1/4" = 1'-0"

WOMEN'S TOILET - SOUTH

06.14.13

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.

1/4" = 1'-0"

Signature K.2

Q F

G.3 G.2

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

Date

06.14.13

8' - 0" 4' - 0"

8' - 0"

11902

Project For

S.1

4' - 0"

DAVE NORBACK

Registration Number K.2

GB-18 GB-42 GB-36

11902

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

PAIN CLINIC RELOCATION CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550

Project No.

6287.042.01

Drawn By

AVP

Checked By

MLK

Date

06/14/13

Revisions No.

Date

Description

KEYNOTES - INTERIOR ELEVATIONS 1 2 3 4 5 6 7 8 9

10 11

INTERIOR ELEVATIONS

A903 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:11 PM

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STANDARD ADA TOILET STALL DIMENSIONS (BASED ON MINNESOTA 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"

3'-0" MIN. CLEAR

3'-6" MIN. EQ

1'-6"

1'-0"

D 3"

3'-0" MIN. CLEAR

4'-0"

C E

Consultants

TO RIM @ H.C.

1'-5" MAX

4'-4" (TYP.) 2'-0" (TYP.)

TO CONTROLS @ H.C.

3'-8" MAX

3'-6" CLEAR TO WALL

3'-6"

MAX. TO HINGE.

LATCH APPROACH

4'-0"

OTHER APPROACH

4'-0"

LATCH APPROACH

MAX. TO HINGE.

3'-6"

OTHER APPROACH

2'-8" MIN.

1'-0"

3'-6"

30"x48" CLEAR FLOOR SPACE

2'-8" MIN. 2'-8" MIN.

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

7" - 9"

5'-0" CLEAR

7" - 9"

3'-6" TYP.

(SEE PLAN)

30"x48" CLEAR FLOOR SPACE

4'-6"

5'-9" MIN.

B 6"

FLOOR MOUNTED W.C.

T2 A910

4'-0"

(VARIES) 10"

7" - 9"

4'-0"

3'-6" TYP.

7" - 9"

4'-6"

3'-6" MIN.

4'-6" ( M N C O D E)

( M N C O D E)

6' - 6" MIN.

1'-0"

1'-0" MIN.

MIN. 5"

MIN.

2'-0"

MIN.

1'-0"

5'-9"

2'-0"

5'-6" MIN. WALL MOUNTED W.C.

1'-0"

3'-0" MIN.

Certification

Signature

TS1 60" WIDE ADA STALL - FRONT

TS2 60" WIDE ADA STALL - SIDE

TS3 36" WIDE AMBULATORY STALL

TS4 36" WIDE STALL

TS5 URINAL STALL

DAVE NORBACK

Registration Number Date

1'-6"

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

CEILING LINE

2'-0"

MIN.

1' - 3"

MIN.

Date 30"x48" CLEAR FLOOR SPACE

7" - 9"

1'-6" 6" MIN.

ACCESSIBLE TOILET ROOM

ACCESSORY MOUNTING DIAGRAM FOR MINIMUM ADA GUIDELINES

TOILET STALL ELEVATION

TO SPUOT AT H.C.

PAIN CLINIC RELOCATION

3'-0" MAX.

3'-0" - 4'-0"

1' - 6"

9" MIN.

2' - 6"

CLEAR

2'-5"

2'-10"

TO RIM

4' - 0"

3'-0" - 4'-0"

17"-19"

1' - 6"

5'-0"

(WOMEN'S ONLY)

1' - 3"

42" GRAB BAR

1' - 6"

2'-9" - 3'-0"

4' - 0" MAX.

3' - 6" 3'-3" - 3'-5"

1' - 6"

2'-9" - 3'-0"

1'-6"

60"x56" CLEAR FLOOR SPACE

Project For

42" GRAB BAR

OPTIONAL SANITARY NAPKIN DISPOSAL UNIT AREA

1 1/2"

PARTITION

18" GRAB BAR

06.14.13

18" GRAB BAR

2'-9" - 3'-0"

T2 A910 T4 6" 2' -

2' - 0"

2'-3" MIN

4'-8"

7" - 9"

1' - 0"

3' - 0" MIN.

5' - 0"

3'-3" - 3'-5"

11902

1'-0"

3'-3" - 3'-5"

1'-0" MIN.

3'-6" MIN.

DAVE NORBACK

Registration Number

STAFF TOILET ONLY

3'-6" TYP.

4'-6" 48" MIN. (MINN. CODE)

Signature

CEILING LINE

1' - 3"

6'-6"

CEILING LINE

4'-6" MIN.

06.14.13

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"-19"

7'-6" 1'-6" MIN.

11902

CHARLTON BUILDING LOBBY LEVEL

8" MIN.

PROJECT #7R110550

WC1 WATER CLOSET

LAVATORY ELEVATION

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"

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

42"3'-6" MIN. 39" - 41"

SANITARY PRODUCT DISPOSAL

UTILITY SHELF

SOAP DISPENSER

SANITARY PRODUCT DISPENSER

C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:12 PM

FRAMED MIRROR

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FRAMED MIRROR

UNFRAMED MIRROR

PAPER TOWEL DISPENSER

HAND DRYER

COAT HOOK

SHOWER SEAT

BABY CHANGING STATION

6' - 8" UNO CL

1' - 5 63/64" UNO

4' - 0"

SWITCHES, ALARM PULLS, WALL PHONES, CARD READERS

OUTLETS, DATA, TELEPHONE

AVP

FIRE ALARMS VISUAL\AUDIBLE

MLK

Date

06/14/13

Revisions No.

ELECTRICAL DEVICES MOUNTING HEIGHTS

Date

Description

1/4" = 1'-0"

4' - 0"

48" MAX.

54" MAX.

LATC H M EC H AN I SM

18" MAX.

2'-10"

TO TRAY

60" TYP.

ACCESSIBLE

48" MAX.

35" MAX AT FLOOR

MEASURED TO BOTTOM OF VIEWING SURFACE

40" MAX AT LAVATORY

1' - 6"

MEASURED TO BOTTOM OF VIEWING SURFACE

Drawn By

3'-4"

3'-4" MAX AT LAVATORY 2'-11" MAX AT FLOOR

4'-0" MAX.

TO HIGHEST OPERATING MECHANISM

MEASURED TO BOTTOM OF VIEWING SURFACE

3' - 9 63/64" MAX

3'-4"

TO START BUTTON

(3'-6" AT COUNTER)

4'-0" MAX. TO DISP. SLOT

36" - 48"

1' - 6"

FLOOR LINE

SWITCHES AND OUTLETS ABOVE ACCESSIBLE COUNTERS

5' - 0"

TOILET TISSUE DISPENSER

TO SPOUT

15" MIN.

30" - 33"

15" MIN.

GRAB BAR HEIGHT

6287.042.01

Checked By

TO SHELF

39" - 41"

33" - 36"

1'-5"

17" - 19"

TOILET SEAT HEIGHT

40" - 44"

1' - 0"

7" - 9"

Project No.

1'-6"

MIN.

MAX.

KEEP WASTE RECEPTACLE IN LINE WITH TOILET TISSUE DISPENSER

30" - 33"

1'-0"

TOILET ELEVATIONS AND MOUNTING HEIGHTS

EMERGENCY NURSE CALL

SHARPS CONTAINER

GLOVE DISPENSER

A910

VARIES

SEE ELEVATIONS 5' - 1 1/4"

1'-8"

2'-6"

2'-2"

3" CASTERS TYP.

CROSS SECTION

CH - TYPICAL LAB COAT HOOK

3/4" = 1'-0"

1" = 1'-0"

PRINTER CART DETAIL

Consultants

W - TYPICAL WALL CABINET - TASKLIGHT

1" = 1'-0"

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

TASKLIGHT SEE ELEC

VARIES

1" PLASTIC LAMINATE SIDES AND BOTTOM (PLAM-2)

SEE ELEVATIONS

6" TYP.

P4100 UNISTURT CHANNEL

FRONT ELEVATION

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

VARIES

3" CASTERS TYP.

PLAM MOUNTING BOARD (PLAM-2)

SEE ELEVATIONS

HOOKS (TYP.)

PLASTIC LAMINATE SOFFIT PLASTIC LAMINATE WALL CABINETS WITH ADJUSTABLE SHELVES - SEE ELEVATIONS FOR QUANTITY OF SHELVES

1" PLASTIC LAMINATE SIDES AND BOTTOM (PLAM-2)

STANDARD KV VERTICAL CHANNELS

TYPICAL STANDARD KV ADJUSTABLE SHELVING

3/4" = 1'-0"

1'-0"

5' - 0 "

3/4" PLASTIC LAMINATE BOOKEND - AS INDICATED IN ELEVATIONS (PLAM-2)

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

SEE ELEVATIONS

SEE ELEVATION

1" PLASTIC LAMINATE BOOKEND (PLAM-2) AS INDICATED IN ELEVATIONS P4100 UNISTRUT CHANNEL HORIZONTAL

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

3'-0"

11" TYP.

P4100 UNISTRUT CHANNELS VERTICAL

TYPICAL HEAVY DUTY UNISTRUT ADJUSTABLE SHELVING

3/4" PLASTIC LAMINATE SHELVING (PLAM-2)

SEE ELEVATION

3'-0"

SEE ELEVATION

1" PLASTIC LAMINATE SHELVING (PLAM-2) 1" PLASTIC LAMINATE SHELVING ON UNISTRUT ADJUSTABLE BRACKETS - SEE ELEVATIONS FOR QUANTITY

1'-0" U.N.O.

5'-0" A.F.F.

P4100 UNISTRUT CHANNEL HORIZONTAL

5' - 1 1/4"

11" TYP.

1'-0" U.N.O.

1' - 0 1/4"

SEE ELEVATIONS

3/4" = 1'-0"

1' - 1"

SEE PLANS FOR COUNTERTOP SIZE AND TYPE

PLASTIC LAMINATE WALL CABINETS WITH ADJUSTABLE SHELVES - SEE ELEVATIONS FOR QUANTITY OF SHELVES

BC - BASE CABINET

BC1 - BASE CABINET

3/4" = 1'-0"

1'-8"

BD4 - BASE CABINET W/ DRAWERS

3/4" = 1'-0"

1'-7"

3/4" = 1'-0"

1'-8"

SC - TYPICAL SINK CABINET 3/4" = 1'-0"

OPEN WITH WD-1 SIDES AND SUPPORTS

MAYO STANDARD AV BOX

3/4" = 1'-0"

LOCKABLE CABINET DOORS

Signature

WD-1 ALL EXPOSED SIDES

Registration Number

DAVE NORBACK

Date

11902 06.14.13

WD-1 ADJ. SHELF

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.

ELECTRICAL OUTLET, SEE ELECTRICAL

1'-6"

WDB-1

VARIES

W - TYPICAL WALL CABINET

SS-1 COUNTER WITH 5/8" RADIUS EDGE ON 5/8" PLYWOOD BACKING, BOTTOM SIDE PAINTED BLACK

FIRE TREATED WOOD BLOCKING ANCHORED BETWEEN STEEL STUD

SEE ELEVATIONS

1" DIAMETER GROMET IN BACK PANEL

P4100 UNISTURT CHANNEL

3" 1'-8"

SEE ELEVATIONS

Certification

4" WIRE PULL

1' - 6"

PLASTIC LAMINATE SINK CABINET

3' - 0"

PLASTIC LAMINATE BASE CABINET W/ DRAWERS

3' - 0"

PLASTIC LAMINATE BASE CABINET

3' - 0"

PLASTIC LAMINATE BASE CABINET

SEE PLANS FOR COUNTERTOP SIZE AND TYPE

2'-6"

SEE PLANS FOR COUNTERTOP SIZE AND TYPE

1'-0"

2'-0"

2' - 1"

PLASTIC LAMINATE SOFFIT

VARIES

2' - 1"

SEE ELEVATIONS

2' - 1"

1' - 0 1/4"

ALL EXTERIOR EXPOSED SURFACES AND EDGES ARE PLASTIC LAMINATE OVER 3/4" MDF INCLUDING FLUSH OVERLAY DOOR(S) ON CONCEALED HINGES TYPICAL WHITE THERMOFUSED MELAMINE OVER 3/4" MDF INTERIORS W/ ADJUSTABLE SHELVES AND 1/4" THERMOFUSED MELAMINE BACK TYPICAL

Signature

PLASTIC LAMINATE OVER 1" MDF SHELF

DAVE NORBACK

Registration Number Date

SECTION AT MICROWAVE CABINET WITH BASE CABINET DRAWER AND DOOR

LOBBY - TV FEATURE CABINET

1" = 1'-0"

11902 06.14.13

Project For

1" = 1'-0"

15 A920 WOOD EDGE (WD-1) ALL EXPOSED SIDES

SEE SCHED. BELOW 1' - 9"

1" PLASTIC LAMINATE COUNTERTOP (PLAM-1)

2 1/2"

1'-6"

3" 1 5/8"

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

1'-9"

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

CHARLTON BUILDING LOBBY LEVEL

TYPICAL SUPPORT BRACKET "A" 21"

LINEN BAG SUPPORT ROD

"B" 15" FOR 22" - 26" DEEP TOP

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

PROJECT #7R110550 A

BASE AS SCHEDULED

AV - AV CABINET FRONT ELEVATION

BASE AS SCEDULED

AV CABINET SECTION A

3/4" = 1'-0"

STAINLESS STEEL SATIN FINISH CONTINUOUS "PIANO" HINGE BY HAFELE 1' - 9"

1'-5" Project No.

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

FOLDING TABLE LOCK HINGE BRACKET SUPPORT

PLAM-3 OVER 3/4" SOLID WOOD

BCS

COUNTERTOP INSTALLATION CLEARANCES

Checked By

WB - COUNTER SUPPORT BRACKET

MLK

Date

1" = 1'-0"

06/14/13

PLAM-3 OVER 3/4" PLYWOOD SHEATHING

6287.042.01

Drawn By

2 1/2"

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

1 1/4"

1/16" MIN

2'-3"

1 1/2" = 1'-0"

3 1/4"

EQ COUNTERTOP TYPE: A

COUNTERTOP TYPE: B

DIM.

2' - 0"

2' - 0 1/2"

Revisions

SECTION

3/4" = 1'-0"

MDF VENEER (PLAM-2) PANEL BEYOND MDF VENEERED BACK PANEL COORDINATE OPENINGS WITH A.V. BASE AS SCHEDULED

EXAM ROOM BENCH FRONT SECTION

CONTINUOUS S.S. 1 1/4" X 1 1/2" X 1/8" STAINLESS STEEL ANGLE

BUT JOIN AT EDGE

WOOD EDGE (WD-1) ALL EXPOSED SIDES MDF VENEER (PLAM-2) SHELF

WOOD EDGE (WD-1) ALL EXPOSED SIDES MDF VENEER (PLAM-2) SHELF MDF VENEER (PLAM-2) PANEL BEYOND MDF VENEERED BACK PANEL COORDINATE OPENINGS WITH A.V.

1 1/2" = 1'-0"

1/2" SOLID SURFACE COUNTER (SS-2) WITH 1/8" RADIUS EASED EDGES

17 A920

STAINLESS STEEL SATIN FINISH FLAT COUNTERSUNK HEAD CAP SCREW WITH DECORATIVE WASHER

AV CABINET SECTION B

ELEVATION

1/8" DRIP GROOVE

3/4" = 1'-0"

1/8" DRIP GROOVE

COUNTERTOP TYPE: C

20 A920

3/4" PLYWOOD

EXAM ROOM BENCH - SIDE SECTION

3/4"

2'-0 1/2"

1 1/2" = 1'-0"

PLASTIC LAMINATE (PLAM-1) COUNTERTOP 3/4" PLYWOOD

PLASTIC LAMINATE (PLAM-1) COUNTERTOP

1'-8 1/2"

2'-3" 3'-5"

3/4"

DVD/VCR

1 1/2" = 1'-0"

EXAM ROOM BENCH SIDE ELEVATION

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

1 1/2"

CABLE NOOK PLAM COUNTERTOP (PLAM-1) "LIFT-OFF" LOCKABLE RACK MDF VENEER (PLAM-2) DOOR

EXAM ROOM BENCH FRONT VIEW

21 A920

1/8" STEEL

3/4" BOX SIDE, TYPICAL

HARDWOOD EDGE, TYPICAL ALL EDGES

SEE ELEVATION

3/4"

PAIN CLINIC RELOCATION

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

A920

KEYBOARD & MOUSE SHELF

3/4"

CUT BACK BOX SIDE FOR ELBOW CATCH

3/4"

6 1/2"

1/8"

1/4"

1 1/2"

1/4" HARDWOOD EDGE, TYPICAL ALL EDGES

3/4" PLASTIC LAMINATE INSIDE CABINET FACING

3/4" HARDWOOD BLOCKING

"SOFT DOWN" STAY EACH SIDE

1 1/2" = 1'-0"

16 A920

RETAINING SPRING BALL CATCH

A920

EXAM ROOM BENCH

1/4" ROUND THIS EDGE ONLY 14

1 1/2" HARDWOOD BLOCKING

R 1 /4 " 1"

R 1 1/ 2 "

15 A920

3/4"

" 1/4

1" SCRIBE WALL LINE

16 A920

R 1 / 4"

2 1/2"

1/8" CLEARANCE BETWEEN LID AND SCRIBE STRIP

3/4"

R 1 /4 "

2 1/2"

16 A920

/4 " R 1

" 1/4

15 A920

1" SCRIBE

1/4" ROUND OVER EDGES, TYPICAL

2 43/64"

1" SCRIBE

2'-7"

SEE SCHED. BELOW

ELBOW CATCH

No.

Date

Description

COUNTERTOP TYPE: D

R 2" DIM. 2' - 1"

DIM. 2' - 1"

SEE ELEVATIONS

11"

1" 1"

VARIES

1" 5"

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

5' - 1 1/4"

3'-0"

STANDARD KV ADJUSTABLE SHELVING W/ LIGHT VALANCE 3/4" = 1'-0"

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

5 3/4"

COUNTERTOP DESIGNATION

STANDARD LIGHT VALANCE DETAIL 3" = 1'-0"

PLAN

FOLD DOWN SHELF DETAIL AT EXAM ROOM 3" = 1'-0"

1/8" DRIP GROOVE

C31-PL

COUNTERTOP TYPE - SEE ABOVE

1' - 5 1/2"

VERIFY

1/8" DRIP GROOVE

SEE ELEVATION

TASK LIGHT CENTERED ON WORK SURFACE

DIM. 2' - 4 1/2"

4 1/2"

CUT BRACKET FOR TASK LIGHT INSTALLATION

COUNTERTOP TYPE: F

2' - 4 1/2"

CUT BRACKET FOR TASK LIGHT INSTALLATION

24 A920

COUNTERTOP TYPE: E

DIM.

3/4" PLASTIC LAMINATE BOOKEND - AS INDICATED IN ELEVATIONS (PLAM-2)

6" 11" TYP.

SEE ELEVATION

STANDARD KV VERTICAL CHANNELS

STAINLESS STEEL SATIN FINISH CONTINUOUS "PIANO" HINGE BY HAFELE UNDERSIDE OF SHELF

11"

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

3/4" PLASTIC LAMINATE BOOKEND - AS INDICATED IN ELEVATIONS (PLAM-2)

3/4" PLASTIC LAMINATE SHELVING (PLAM-2)

1/8" DRIP GROOVE

1'-0" U.N.O.

1/8" DRIP GROOVE

2 1/2"

INDICATES: FINISH ( SEE BELOW ) DIM TYPICAL FINISHES PL = PLASTIC LAMINATE SS = STAINLESS STEEL AR = ACID RESISTANT

3/4"

MILLWORK DETAILS

TYPICAL COUNTERTOPS NOT TO SCALE

A920

2 1/2"

2' - 5"

2' - 6 1/4"

GLZ-1

2' - 5" 1"

SS-1

2' - 5"

3' - 8"

2 1/2"

2' - 5"

GLZ-1

SS-1

2 1/2"

WD-1

GLZ-1

WD-1

SS-1

2' - 5"

WD-1

SS-1

WD-1

2 1/2"

WD-1

WDB-1 2 1/2"

4' - 10"

4' - 11 1/4"

2' - 5" 1' - 0"

3' - 8"

2' - 5"

1' - 0"

1' - 1 1/4"

9 A921

TYP

2' - 0"

1' - 1 1/4"

2' - 9"

1' - 1"

15 A921

WDB-1 1' - 0"

10 A921

2' - 9"

1' - 1"

12 A921

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

WDB-1 1' - 1"

11 A921

9 A921

10 A921

DESK A FRONT ELEVATION

2' - 9"

1' - 0"

TYP

Consultants

1/2" = 1'-0"

DESK B FRONT ELEVATION 1/2" = 1'-0" 2' - 5"

2' - 5"

2 1/2"

3' - 8"

1' - 1"

2' - 5" 8

2' - 6 1/4" 1"

A921

2' - 6 1/4"

SS-1

WD-1

2' - 5" 1"

SS-1

2' - 5"

11 A921

GLZ-1

2 1/2"

GLZ-1

TYP

WD-1

2' - 5"

Certification

WD-1

2' - 0"

SS-1

A921

4' - 10"

2' - 0"

DIMENSIONS TYPICAL AT EACH DESK

A921

ALIGN

2' - 0"

2' - 10" 10 A921

9 A921

WD-1 Signature

WDB-1 2 1/2"

ALIGN

WD-1

1" SCRIBE

1' - 6"

3' - 2"

4' - 11 1/4"

9 A921

4' - 10"

10 A921 3

2 1/2"

2' - 9"

WD-1

A921

2' - 10"

2' - 6 1/4"

1' - 1 1/4"

1' - 0"

2' - 0"

2 1/2"

1' - 1"

15 A921

WDB-1

WD-1

3' - 2"

11 A921

2' - 5"

2' - 10"

2' - 0"

1' - 0"

11 1/4"

DIMENSIONS TYPICAL AT EACH DESK

1' - 0"

WD-1

12 A921

16 A921

WD-1 2' - 8"

WD-1 A921 7

16 A921

WDB-1

3' - 4 1/4"

Registration Number

WDB-1

3' - 4 1/4"

1' - 6" 9 A921

10 A921

1" SCRIBE

Date

WDB-1

3' - 3"

1' - 6"

10 A921

1' - 6" 1" SCRIBE

9 A921

DAVE NORBACK

3' - 3"

06.14.13

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' - 0"

1" SCRIBE

Signature

1/2" = 1'-0"

Registration Number

2' - 3" 5"

1' - 8 3/4"

1 1/4"

13 A921

1/2" GLASS (GL-1) WITH POLISHED EDGES

GLASS (GL-1) DIVIDER PANEL BEYOND

3' - 9"

Date

3' - 2 3/4"

11902 06.14.13

5" Project For

1' - 4"

1/2" = 1'-0"

DAVE NORBACK

DESK B BACK COUNTER ELEVATION

1 1/4"

1/2" = 1'-0"

DESK A BACK COUNTER ELEVATION

1' - 4"

DESK B ELNARGED PLAN

1 1/4"

DESK A ENLARGED PLAN

11902

13 A921

1/2" GLASS (GL-1) WITH POLISHED EDGES

3/4" PLYWOOD SHEATHING

MDF WOOD VENEER (WD-1) DIVIDER PANEL BEYOND

1 1/4"

10 GAUGE X 4"X4" BENT PLATE AND THRU BOLTED THRU DIVIDER

1/2"

DOUBLE 2X4 TOP PLATE

1/2"

2'-4 3/4"

3'-4 3/4"

1/2" VARIES1/2"

CONTINUOUS 1/4" PLYWOOD SHEATHING SHIM AT BASE

7 1/2"

WOOD BASE (WDB-1) CARPET (CPT-1)

5 1/2"

7 1/4"

2 1/2"

3/8" X 4" EXPANSION ANCHOR AT 32" OC

TYPICAL DESK SECTION AT KNEE SPACE

1 1/2" = 1'-0"

TYPICAL DESK END PANEL SECTION

1 1/2" = 1'-0"

6" = 1'-0"

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Project No.

1/4"

5 1/2"

1/2"

3 1/2"

3/4"

1/4" 3/4"

9 1/2"

Drawn By Checked By Date

TYPICAL VERTICAL WOOD PANEL JOINT 3" = 1'-0"

1 1/2"

SOLID WOOD SCRIBE (WD-1) ABOVE 1/4" STEEL PLATE WELDED TO FOR "C" FOR VERTICAL LEG SUPPORT - WELD TO 1/2" BASE PLATE. ANCHOR VERTICALLY @ 16" O.C. THROUGH PLATE AND SOLID WOOD SCRIBE TO CONTIUOUSLY WRAPPED GYPSUM BOARD PARTITION. SEE FLOOR PLANS FOR PARTITION TYPE. 1" X 3" X 1/2" STEEL BASE PLATE WITH 3/8" X 4" ANCHOR BOLT

1 1/2"

3/4"

1" 3/4" MDF WOOD VENEER (WD-1) DRAWER CABINET

3/4"

TYPICAL END PANEL BULLNOSE DETAIL 6" = 1'-0"

1/4"

TYPICAL DETAIL AT END PANEL BASE 3" = 1'-0"

1" OSB CORE

SOLID WOOD (WD-1) BULLNOSE

1 1/4"

1/4"

1/2" PLYWOOD SHEATHING

TYPICAL STEEL SUPPORT DETAIL AT DESK A END PANEL BASE

Revisions No.

Date

Description

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

1/2"

1 1/2"

1 1/2" 1/2"

3/4" MDF WOOD VENEER (WD-1) FILLER

3/4" MDF WOOD VENEER (WD-3)

1/4" 1/4"

2X BLOCKING CONTINUOUS 1/4" PLYWOOD SHEATHING SHIM AT BASE

1" OSB CORE 1/4" STEEL PLATE WELDED TO FOR "C" FOR VERTICAL LEG SUPPORT - WELD TO 1/2" BASE PLATE 1" X 3" X 1/2" STEEL BASE PLATE WITH 3/8" X 4" ANCHOR BOLT SOLID WOOD (WD-1) BULLNOSE ABOVE

TYPICAL DETAIL AT END PANEL 3" = 1'-0"

1" OSB CORE CONTINUOUS 1/4" PLYWOOD SHEATHING SHIM AT BASE

ALIGN

1/2"

3" +/-

1/4"

1" OSB CORE

2x4 FRAMING AT 16" O.C. CONTINUOUS 1/4" PLYWOOD SHEATHING SHIM AT BASE

1/2"

SOLID WOOD (WD-1) BULLNOSE ABOVE

06/14/13

1/2"

3/4" PLASTIC LAMINATE (PLAM-3) DRAWER

1/4"

1/2" PLYWOOD SHEATHING

MLK

2X STUDS AT 16" OC

3/4" 1/4"

1/2" 3 1/2"

1/2" PLYWOOD SHEATHING SOLID SURFACE (SS-1) COUNTERTOP ABOVE 3/4" MDF WOOD VENEER (WD-1) 2x4 FRAMING AT 16" O.C. 2x6 TAPERED FRAMING PAINT PLYWOOD BACKER BLACK AT JOINTS - TYP.

1/4" 1/2"

RRA, AVP

1/2"

VARIES

6287.042.01

CENTERLINE OF PANEL JOINT

1/4" 1/4"

1/2"

1/4"

1/4" 1/2"

1" OSB CORE

3/4"

3 1/4"

1/8" X 1/4" DEEP REVEAL AT PANEL JOINT

3/4" 1"

1/8" X 1/4" REVEAL AT JOINT OF BULLNOSE AND MDF VEENER PANEL - TYPICAL

1/2"

3' - 4 3/4"

3/4" MDF WOOD VENEER (WD-3) PANEL

3/4"

1 1/4"

1 1/4" 4"

SOLID WOOD (WD-1) BULLNOSE

3/4" MDF WITH WOOD VENEER (WD-1) NOTE: MITER ALL OUTSIDE CORNERS

3/4"

TYPICAL END PANEL BULLNOSE GLASS DETAIL

3/4" = 1'-0"

2 1/2"

1'-2 1/4"

1" OSB CORE

DESK B END PANEL ELEVATION

3/4" PLYWOOD SHEATHING

3/4" MDF WITH WOOD VENEER (WD-1) NOTE: MITER ALL OUTSIDE CORNERS

PROJECT #7R110550

1/2" PLYWOOD SHEATHING

1/4"

1/2"

PAINT PLYWOOD BACKER BLACK AT JOINTS - TYP.

1" 3/4"

SET GLAZING IN SEALANT

TYP

CHARLTON BUILDING LOBBY LEVEL

3/4"

3 1/2"

1 1/4"

3/4"

5' - 6"

11 A921

SOLID WOOD BASE (WDB-1)

3/4"

PANEL DIMENSION

1 1/4"

1/2" GLASS (GL-3) WITH POLISHED EDGES SPLIT WOOD (WD-1) BULLNOSE TO INSTALL GLAZING 1/8" X 1/4" REVEAL AT JOINT OF BULLNOSE AND MDF VEENER PANEL - TYPICAL

18 A921

3/4" MDF WOOD VENEER (WD-1) NOTE : MITER ALL OUTSIDE CORNERS

1/2"

3/8" X 4" EXPANSION ANCHOR AT 32" OC

1 1/2" = 1'-0"

17 A921

3/4"

WOOD BASE (WDB-1)

TYPICAL DESK SECTION WITH DRAWERS

TYP

3/4" = 1'-0"

PANEL DIMENSION

1'-3"

3/4" MDF WOOD VENEER (WD-3) NOTE : MITER ALL OUTSIDE CORNERS

CARPET (CPT-1)

2' - 10 3/4"

DESK A END PANEL ELEVATION 3/4"

14 A921

PAIN CLINIC RELOCATION

CASEWORK AND COUNTER TOP ADJACENT TO WOOD END PANEL STEEL PLATE SUPPORT FOR DIVIDER END

1' - 6" 11 A921

1" OSB CORE

2X4 WOOD FRAMING AT 16" OC

7 1/2"

PAINT PLYWOOD BACKER BLACK AT JOINTS - TYP. 1/2 WOOD BASE (WDB-1)

7 1/2"

3/4" MDF WOOD VENEER (WD-1) NOTE : MITER ALL OUTSIDE CORNERS

3/4" MDF WOOD VENEER (WD-1) - NOTE : MITER ALL OUTSIDE CORNERS

14 A921

1/2" PLYWOOD SHEATHING

1/2"

2' - 8" 1/2"

1' - 1 3/8" 1/2" 7 1/2"

3 3/4"

3' - 2"

1' - 10 3/4"

3' - 2"

3/4" MDF WOOD VENEER (WD-1) DRAWER CABINET FILE DRAWER 3/4" PLYWOOD SHEATHING 2X8 AT 16" OC BASE CABINET SUPPORT

SOLID WOOD BASE (WDB-1)

5'-6"

1'-0 3/4"

1 1/4" 7 1/2"

1/2" PLYWOOD SHEATHING 2X6 TAPERED FRAMING AT 16" OC TO FORM BOX 3/4" PLYWOOD SHEATING

STEEL PLATE SUPPORT FOR DIVIDER END

MDF WOOD VENEER DIVIDER PANEL (WD-1)

1/2"

1 1/4"

1/2"

1 1/4"

3/4" MDF WOOD VENEER (WD-1) NOTE : MITER ALL OUTSIDE CORNERS 1/2" SOLID SURFACE COUNTERTOP (SS-1)

4 1/4"

7 1/2"

LOCKABLE DRAWERS IN ROOM 210

2 1/4"

1/2" SOLID SURFACE COUNTER (SS-1)

2 3/4"

DOUBLE 2X4 TOP PLATE

1/2"

1 1/4"

3/4" PLYWOOD BACKER

1/2" SOLID SURFACE COUNTER TOP (SS-1)

3 1/4"

7 1/2"

1 1/4" RADIUS WOOD BULLNOSE (WD-1)

4' - 2"

SET GLAZING IN SEALANT

4' - 2"

1/2" SOLID SURFACE COUNTERTOP (SS-1)

CASEWORK AND 14 COUNTER TOP A921 ADJACENT TO WOOD END PANEL

7 1/2"

2'-0"

13 A921

1 1/4"

3/4" MDF WOOD VENEER (WD-1) DIVIDER PANEL BEYOND

MDF WOOD VENEER DIVIDER PANEL (WD-1)

3' - 4 3/4"

GLASS (GLZ-1) DIVIDER PANEL BEYOND

3 1/4"

1'-4"

1 1/4" RADIUS WOOD BULLNOSE (WD-1)

5' - 6"

1/2" GLASS (GL-1) WITH POLISHED EDGES

TYPICAL STEEL SUPPORT DETAIL AT DESK B END PANEL BASE 6" = 1'-0"

DESK DETAILS

A921