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
X
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.
1
1
ROOM NAME REVISION REFERENCE
0
A101 1i
0
COLUMN OR GRID LINE - EXISTING
A101
ELEVATION TAG SINGLE VIEW
101
2
ELEVATION TAG MULTIPLE VIEW
PARTITION TAG
1
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
1 A101
ELEVATION / LEVEL TAG NORTH ARROW
SPOT ELEVATION
NORTH NORTH
SIM
1
KEYNOTE
1t
WINDOW TAG
1i
EQUIPMENT TAG
PROJECT AREA
(FLOOR FINISH) (WALL FINISH) (BASE FINISH)
FINISH TAG ALL SURFACES
BUILDING SECTION TAG
DN
FINISH TAG WITH EXTENT OF FINISH
VB-1 ENLARGED PLAN OR DETAIL REFERENCE
CPT-1
VCT-1
FINISH TRANSITION
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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
1
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
1
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
1
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
1
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
A
B
1
C
1
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
DN
UP
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
1
COLUMN OR GRID LINE - NEW
ISSUES
16. NEW UPHOLSTERY MATERIALS MUST BE CALL TB117 COMPLIANT.
DRAWING SYMBOLS
0
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
0
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
1
2
3
4
5
6
7
8
9
10
11
12
13
14
RATINGS
15
1
B
2
3
4
5
6
7
8
9
10
11
12
13
14
15
B
C
1 HOUR RATED CORRIDOR: FULL HT PARTITION 1 HR RATED CONSTRUCTION, LIMIT PASSAGE OF SMOKE WITH 20 MINUTE DOORS.
CL
1 HOUR RATED CORRIDOR: FULL HT PARTITION 1 HR RATED CONSTRUCTION, LIMIT PASSAGE OF SMOKE.
CN
RATED CORRIDOR NOT REQUIRD: FULL HT PARTITION 1 HR RATED CONSTRUCTION.
CS
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
DN
SD
SD
STAIR D
SD
SD
STAIR D
UP
SD
SD
SD
SD SD
SD
SD
SD PAIN CLINIC CH-LB-1
SD
SD
SD
SD
SD
SD
SD
PAIN CLINIC OFFICE CH-LB-1
SD
PAIN CLINIC CH-LB-1
PAIN CLINIC OFFICE CH-LB-1
SD
SD
SD
SD
SD
SD
SD
SD
F
S
1 HOUR RATED SMOKE BARRIER WITH 20 MINUTE DOORS
1
1 HOUR RATED FIRE BARRIER WITH 45-60 MINUTE DOORS
1S
1 HOUR RATED FIRE/SMOKE BARRIER WITH 45-60 MINUTE DOORS
2F
2 HOUR RATED FIRE BARRIER
2S
2 HOUR RATED FIRE/SMOKE BARRIER
3
3 HOUR RATED FIRE BARRIER
4
4 HOUR RATED FIRE/SMOKE BARRIER 2 HOUR RATED FIRE CEILING ASSEMBLY
C 3.6
SD
SD
SD
SD
SD
SD
SD SD
BR
1 HOUR RATED BULKHEAD EXTENDING FROM CEILING UP TO DECK
BH
BULKHEAD MEMBRANE TO EXTEND FROM RATED CEILING ASSEMBLY UP TO DECK
FC
1 HOUR RATED FIRE BARRIER (CORRIDOR) EXTENDING FROM FLOOR UP TO RATED CEILING
SD
SD
SD
SD
EXISTING ITC CH-LB-1
~ ` T a b
1 F
2
E
6 F
5 F
5
4
3 W
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4 F
3 F
2 F
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7 F
7
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9 F
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SMOKE COMPARTMENT CH-LB-2
SD
INDICATES LOCATION OF TEMPORARY WALLS PAIN CLINIC WAITING CH-LB-1
SD SD SD
SD
SD
SD
FE
SD
D
EXIT PASSAGEWAY
SYMBOLS
D9160L
EXIT PASSAGEWAY
SD
SD
SD
SD
FE FEC
FIRE EXTINGUISHER
FHC
FIRE HOSE CONNECTION
F SD
36BC
UP
24BD
SD
SD
18BD
SD
18BD
SD
FE
D
SD SD
DAVE NORBACK
Registration Number
E n t e r
SD
SD
Signature
F 1 2
=
-
0 O
I
P
1
C t rl
1 F
~ N u m L o c
4
E n t e r S th fi
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C t rl
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.
SMOKE COMPARTMENT CH-LB-ATRIUM SMOKE COMPARTMENT CH-LB-1
E cs
Certification
SD
SD
SD
SD
Consultants
F
SD
C
SD
RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com
SD
SD
S
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
SD
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
SD
SD
SD
NOTE:
SD
THESE PLANS ARE BEING PROVIDED FOR INFORMATION ONLY BY MAYO CLINIC FACILITIES PROJECT SERVICES.
SD
SD SD
SD
SD
SD
SD
SD
SD
E
PAIN CLINIC RELOCATION
SD
SD
E
SD
EXISTING INPATIENT PHLEBOTOMY CH-LB-2
FE
CHARLTON BUILDING LOBBY LEVEL
SD
EXISTING INPATIENT PHLEBOTOMY CH-LB-2
FE
SD EXISTING OUTPATIENT PHLEBOTOMY CH-LB-2
SD
SD EXISTING OUTPATIENT PHLEBOTOMY CH-LB-2
FE SD
ELEV
FE
SD
SD
SD
FE
FE
SD
F
PROJECT #7R110550
SD
SD
F
SD
SD
SD
SD
SD
SD
SD SD SD
Project No.
SD SD
SD
EXISTING CH-LB-ATRIUM COMPARTMENT
SD FE
SD
EXISTING CH-LB-ATRIUM COMPARTMENT
SD
6287.042.01
Drawn By
DN
UP
BCS
Checked By FE
MLK
SD
Date
SD
SD
SD
F
SD
SD
SD
SD
SD
F
SD
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.
SD
G
© Copyright RSP Architects 2007. All rights reserved.
SD
SD SD
SD
SD
SD
SD
Revisions
SD
No.
1
LIFE SAFETY PLAN AT CONCLUSION OF CONSTRUCTION - PHASES 2A, 2B, 2C, 2D, AND 2E 3/32" = 1'-0"
NORTH
2
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
1
SIGNAGE SHALL BE POSTED IDENTIFYING ALTERNATE EXITS FOR EVERYONE AFFECTED.
LS.01.02.01 EP 2
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
3
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
4
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
5
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
10
10
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
0
TOTAL EXIT INCHES PROVIDED
HORIZONTAL 117 35 82 117 94 70
317 317
LOBBY LEVEL FIRE AND LIFE SAFETY PLAN
G101
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
B
2
3
4
5
6
7
8
9
10
11
12
13
14
15
B 100
DN
100
DN
STAIR D
STAIR D
UP
UP
UP
UP
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
C 2.3 1.3
2.7
2.5
2.1
2.6
2.4
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.
D
24BD
UP
18BD
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
UP
207B
2.2
EXIT PASSAGE WAY
1.6
207
1.2
INFUSION THERAPY CLINIC 279
36BC
36BC
207A
Signature Registration Number
D9160L
D
2.5
2.7
1.4 1.1
2.2
207A
2.5
207A
1.2
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.
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
E
274C
STAIR C
208
274
266
275
DAVE NORBACK
200-08
E
PAIN CLINIC RELOCATION OUTPATIENT PHLEBOTOMY 1710 S.F.
OUTPATIENT PHLEBOTOMY 1710 S.F.
INPATIENT PHLEBOTOMY 2300 S.F.
INPATIENT PHLEBOTOMY 2300 S.F.
ELEV
CHARLTON BUILDING LOBBY LEVEL
ELEV
PROJECT #7R110550 F
F
1
PHASE 1A PLAN
2
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
1
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
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
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
G201 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:32 PM
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1
2
3
3.6
4
5
6
7
8
9
3.6
10
11
12
13
14
1
15
2
3
4
5
6
7
8
B
B 100
DN
9
10
11
12
13
14
15
100
DN
STAIR D
STAIR D UP
UP
3.7 3.6
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
C 3.2
PAIN CLINIC
3.6
3.6
TEMPORARY PAC LOCATIONS
4.2 Certification
TEMPORARY VITALS LOCATION TEMPORARY A.A LOCATION
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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
24BD
UP
36BC
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
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
279L
3.2
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.
UP
18BD
18BD
Signature
18BD
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
E
E
PAIN CLINIC RELOCATION
4.1
OUTPATIENT PHLEBOTOMY 1710 S.F.
OUTPATIENT PHLEBOTOMY 1710 S.F.
INPATIENT PHLEBOTOMY 2300 S.F.
INPATIENT PHLEBOTOMY 2300 S.F.
CHARLTON BUILDING LOBBY LEVEL
ELEV
ELEV
PROJECT #7R110550 F
F
1
PHASE 1C PLAN
2
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
1
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
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
HATCHED AREA INDICATES NEW EGRESS ROUTE. (2 HOUR FIRE RESISTIVE EXIT PASSAGEWAY)
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 1C AND 2A 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 1C AND 2A
G202 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:34 PM
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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
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PAIN CLINIC 7770 S.F.
PAIN CLINIC 7770 S.F.
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EXIT PASSAGE WAY
200-09
207
LOBBY/WAITING 2380 S.F. 280 D9160L
LOBBY/WAITING 2380 S.F. 280
D9160L
EXIT PASSAGE WAY
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.
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Registration Number
TEMPORARY SCHED. LOCATION
Date
200-09
207
207A
207
24BD
UP
24BD
5.3
UP
36BC
36BC
207A
18BD
18BD
Signature
18BD
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.
D
D
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
E
E
PAIN CLINIC RELOCATION OUTPATIENT PHLEBOTOMY 1710 S.F.
OUTPATIENT PHLEBOTOMY 1710 S.F.
INPATIENT PHLEBOTOMY 2300 S.F.
INPATIENT PHLEBOTOMY 2300 S.F.
CHARLTON BUILDING LOBBY LEVEL
ELEV
ELEV
PROJECT #7R110550 F
F
PHASE 2B PLAN
2
1
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
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.
6.4 6.5
1
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
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
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
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 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.
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 2B AND 2C
G203 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:35 PM
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PAIN CLINIC 7770 S.F.
PAIN CLINIC 7770 S.F.
Certification
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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.
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EXIT PASSAGE WAY
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207
LOBBY/WAITING 2380 S.F. 280
Registration Number
EXIT PASSAGE WAY
200-09
Date
200-09
207
207
207A
207
06.14.13
UP
24BD
24BD
UP
36BC
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.
D
D
DAVE NORBACK
18BD
18BD
Signature
18BD
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
E
E
PAIN CLINIC RELOCATION OUTPATIENT PHLEBOTOMY 1710 S.F.
OUTPATIENT PHLEBOTOMY 1710 S.F.
INPATIENT PHLEBOTOMY 2300 S.F.
INPATIENT PHLEBOTOMY 2300 S.F.
CHARLTON BUILDING LOBBY LEVEL
ELEV
ELEV
PROJECT #7R110550 F
F
1
PHASE 2D PLAN
2
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
1
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
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
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.
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.
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 DURING PHASES 2D AND 2E 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 2D AND 2E
G204 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:36 PM
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6
3
3
PHASING LEGEND
3
M2
3
2
A
1
5
M1
3
5
3
1
1
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.
4
3
3
RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com
STORAGE 279L
1
M2
M2
1
207
M2
279L
1 E
E
3
SHADED AREA INDICATES AREA OF CONSTRUCTION IN CURRENT PHASE.
5' - 0"
1
D
207B
M1
D
5' - 5"
5"
D
M1
Certification
6
1
EXISTING STAIR C
HATCHED AREA INDICATES EXTENT OF EXISTING EXIT AND NEW EXIT PASSAGEWAY.
UP
HATCHED AREA INDICATES AREAS OF CHARLTON LOBBY LEVEL THAT ARE FULLY OCCUPIED AND OPPERATIONAL BY MAYO CLINIC DURING PHASES.
1
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.
Signature
DAVE NORBACK
Registration Number
1
PARTIAL ENLARGED PHASE 1A PLAN
2
1/4" = 1'-0"
PARTIAL ENLARGED PHASE 1B PLAN 1/4" = 1'-0"
Date
KEYNOTES - ENLARGED PHASING PLANS 1 2
3
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
4
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.
1
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
1
TEMPORARY VITALS LOCATION TEMPORARY SCHED. LOCATION
Project No.
6287.042.01
Drawn By
BCS
Checked By
TEMPORARY A.A LOCATION
MLK
Date
1
207B
TEMPORARY CA LOCATION
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
D9160L
207
EXIT PASSAGE WAY 207
36BC
3
PARTIAL ENLARGED PHASE 1C PLAN 1/4" = 1'-0"
CONSTRUCTION PHASING DRAWINGS - ENLARGED PLANS
G205 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:38 PM
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1
2
3
5
4
7
6
8
9
10
11
12
13
14
15
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
C
L-200-05
DEMOLITION PLAN LEGEND:
L-279F
L-200-02 L-279E
L-217
L-279G
L-279H
L-279K
L-279J
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.
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
1i
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
1
1i
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
E
Key Plan
L-200-08
A
L-200-08A L-266-3
L-247-3
L-205
B
L-265
L-267A
C
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
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.
L-247C
F
1
L-247E
AREA C
© Copyright RSP Architects 2007. All rights reserved.
L-263
Revisions No.
Date
Description
L-247D
OVERALL DEMOLITION PLAN 1/8" = 1'-0"
NORTH
OVERALL DEMOLITION PLAN
D101 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:20 PM
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REFER TO SHEET A001 FOR REMOVAL OF EXISTING WALL AND SIDEWALK
1
2
10' - 0"
26 1'-9"
10' - 0"
32
28
3
4
10' - 0"
5
10' - 0"
6
10' - 0"
7
10' - 0"
DEMOLITION PLAN LEGEND:
8
10' - 0"
EXISTING PARTITION TO REMAIN
26
32
29
22
35
"OUT"
31
10
TOILET L-227
"OUT"
TOILET L-229
21' - 0" 16
"OUT"
13
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.
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.
14
16
20
15
CORRIDOR L-200-04
"OUT"
12
"OUT"
"OUT"
"OUT"
"OUT"
13
12
15
TREATMENT 5 L-236
14
UTILITY L-220
13
12
23
KEYNOTES - DEMOLITION PLAN- AREAS A, B AND C
3 4
"OUT"
"OUT" "OUT"
25
14
"OUT" 5
"OUT"
"OUT"
"OUT"
TREATMENT L-218
12
12
"OUT"
TREATMENT 5 L-238
"OUT"
CORRIDOR L-200-05 7
"OUT"
C
6
"OUT" "OUT"
CORRIDOR L-200-02
"OUT"
12
"OUT"
"OUT"
"OUT"
"OUT"
"OUT"
"OUT"
23
17
TREATMENT L-217 5
"OUT"
1' - 0"
"OUT"
24
TREATMENT L-215
23
15
15
15
15
18
"OUT"
"OUT"
"OUT"
19
18
"OUT"
40' - 0"
"OUT"
12 "OUT"
1' - 0"
"OUT"
"OUT"
TREATMENT 5 L-213
32
12
"OUT"
"OUT"
"OUT"
"OUT"
17 18 19
"OUT"
TREATMENT L-241 5
TREATMENT L-242
"OUT"
"OUT"
20
"OUT"
3
"OUT"
TREATMENT L-243 5
"OUT"
21 22 23
"OUT"
53
24
CORRIDOR L-200-03 17
12
7
15
"OUT"
4
"OUT"
12
10' - 0"
25 26
"OUT"
"OUT"
27 28 29 30
"OUT"
"OUT" "OUT"
26
2
"OUT"
5
1' - 0"
1'-9"
15
"OUT"
"OUT"
12
5
7' - 0"
"OUT"
EDUCATION 5 L-211
1' - 2 3/8"
D
"OUT"
14
1'-9"
28
"OUT" "OUT"
40
TREATMENT L-212
24 "OUT"
33
17
"OUT"
12
4
9 10 11 12 13 14 15 16
"OUT" "OUT"
"OUT"
32
"OUT"
12
"OUT"
STORAGE L-279D
"OUT"
24 "OUT"
26
"OUT"
"OUT"
25
"OUT"
"OUT"
"OUT"
8
15
5
"OUT"
7
5
8
22
"OUT"
NOURISHMENT L-279E
17 NURSE L-216
23
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.
15
"OUT"
"OUT"
EXISTING FURNITURE TO BE RELOCATED, REFER TO FURNITURE SCHEDULE
5
"OUT"
12
5
"OUT"
"OUT"
TREATMENT 5 L-235
14
24
TREATMENT L-219
"OUT"
"OUT"
1' - 0" "OUT"
EQUIPMENT TO BE RELOCATED, REFER TO EQUIPMENT SCHEDULE
1 2
"OUT"
"OUT"
1i
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"
"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
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.
7. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED.
"OUT"
17
ROOM TAG
1
"OUT"
15
"OUT"
ROOM NAME
1i
7
TREATMENT 5 L-223
"OUT"
EXISTING DOOR AND FRAME TO BE REMOVED
EXISTING STAIR D L-100-STD
5' - 0"
12
"OUT"
"OUT"
JANITOR L-231
6
24
"OUT"
22
6
"OUT"
40' - 0"
21
22
TREATMENT L-225 5
"OUT"
22
10
1' - 0"
9
10
"OUT"
11' - 0" 31
22
AREA A AREA B
"OUT"
1' - 0"
30
"OUT"
30
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"
2
34 35 36 37 38
5 "OUT"
"OUT"
39 40
10' - 0"
2
AREA A
1
AREA A AREA B
"OUT"
41 42 43 44 45 46 47 48 49 50 51 52 53 54
"OUT"
"OUT"
TREATMENT L-278 5
2
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
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.
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
A
B C
Project No.
6287.042.01
Drawn By
AP, JA
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
ENLARGED DEMOLITION PLAN - AREA A
D101A
7
8
10' - 0"
9
10' - 0"
10
10' - 0"
11
10' - 0"
12
10' - 0"
13
10' - 0"
14
10' - 0"
10' - 0"
15
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"
50
47
34
"OUT"
"OUT"
"OUT"
CONFERENCE L-291
23
"OUT"
15
CORRIDOR L-200-12
9' - 0"
40' - 0"
15 CLOSET L-285
TREATMENT 5 L-235
ELEC RM L-287
34 36
12
24 "OUT"
25
"OUT"
13
7. ALL DIMENSIONS TO EXISTING ELEMENTS ARE FOR REFERENCE ONLY AND SHOULD BE FIELD VERIFIED.
15
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.
2 D101C
13
13
"OUT"
"OUT"
"OUT"
KEYNOTES - DEMOLITION PLAN- AREAS A, B AND C
"OUT"
"OUT"
1 2
OFFICE L-289E
3 4
2 52
5
LOCKER L-280
49
6
6 "OUT"
OFFICE L-289D
15
"OUT"
TOILET L-281
"OUT"
"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.
15
2
"OUT"
OFFICE L-289C
"OUT"
2' - 0"
34
"OUT"
"OUT"
"OUT"
1' - 6"
"OUT"
2' - 6"
36
13
39
ELECTRICAL L-289
"OUT" TREATMENT L-233 5
"OUT"
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.
"OUT"
"OUT"
13
35
39
OFFICE L-289B
13
15
"OUT"
39
"OUT"
OFFICE L-289A
51
"OUT"
39
"OUT"
"OUT"
"OUT"
"OUT"
"OUT"
3' - 0"
12
"OUT"
"OUT"
"OUT" "OUT"
EXISTING STAIR D L-100-STD
"OUT"
"OUT"
39
17' - 6"
B
"OUT"
TOILET L-283
15
20
15
CORRIDOR L-200-11
53
7' - 0"
48 15
52
52
7
44
8' - 9"
11
CORRIDOR L-200-09 46
43
45
C
6
"OUT"
"OUT"
DEMOLITION PLAN LEGEND:
"OUT"
"OUT"
"OUT"
"OUT"
TREATMENT L-279G
TREATMENT L-279H
5
"OUT"
CORRIDOR L-279-4
19
7
2' - 0"
15
"OUT"
"OUT"
9' - 0"
TOILET L-279B
"OUT"
TREATMENT L-243 5
53
5
TREATMENT L-279M
"OUT"
CORRIDOR L-279-3
"OUT"
"OUT"
2
"OUT"
5
AREA A AREA B
25 26
"OUT"
27 28 29 30 31 32 33 34 35 36 37 38
"OUT"
"OUT"
"OUT"
39
STORAGE L-274C
"OUT"
40
13
"OUT"
"OUT"
"OUT"
10' - 0" TREATMENT L-278
10' - 0"
NOURISH L-275
5
10' - 0"
23
13
10' - 0"
SLD LINEN L-274A 13
AREA B AREA C
15 CORRIDOR L-200-06B
15
15
STOCK L-274B
10' - 0"
10' - 0"
41 42 43 44 45 46 47 48 49 50 51 52 53 54
10' - 0"
15
"OUT"
CORRIDOR L-200-06A
24
53
"OUT"
"OUT"
AREA A
"OUT"
22 23
"OUT"
"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
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
9 10 11 12 13 14 15 16
21
"OUT"
"OUT"
TREATMENT 5 L-279Q
TREATMENT L-278A
EXISTING FURNITURE AND EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER'S STOCK.
55
TREATMENT 5 L-279N
7
D
"OUT"
EXISTING FURNITURE TO BE RELOCATED, REFER TO FURNITURE SCHEDULE
"OUT"
"OUT"
"OUT"
EQUIPMENT TO BE RELOCATED, REFER TO EQUIPMENT SCHEDULE
20
5
"OUT"
"OUT"
1i
42
TREATMENT L-279A
"OUT"
"OUT"
8
KEYNOTE
"OUT"
"OUT"
"OUT"
"OUT" 12
47
NURSE L-279
ROOM TAG
"OUT"
7
47
"OUT"
4
8
1
1i
CORRIDOR L-279-5
"OUT"
NURSE L-279
7
54
5
"OUT"
CORRIDOR L-279-2
"OUT"
TREATMENT L-241 5
"OUT"
ROOM NAME
TREATMENT "OUT" L-279L
23
6
1
"OUT"
47
"OUT"
53
23
"OUT"
EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED
"OUT"
"OUT"
12
"OUT"
7
EXISTING DOOR AND FRAME TO BE REMOVED
STORAGE L-279C
STORAGE L-279D
40' - 0"
25
3' - 0"
2' - 2 1/2"
15
EXISTING DOOR AND FRAME TO REMAIN
3' - 0"
24
CORRIDOR L-279-1
EXISTING PARTITION TO REMAIN
5
2' - 0"
15
42
TREATMENT "OUT" L-279K
TREATMENT L-279J
5
5
"OUT"
8' - 0"
"OUT"
5
15
"OUT"
"OUT"
"OUT"
NOURISHMENT L-279E
"OUT"
5' - 0"
MEDICATION L-279F
"OUT"
53
23
"OUT"
9' - 6"
23
"OUT"
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
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.
Signature Registration Number Date
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 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
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
A
B C
Project No.
6287.042.01
Drawn By
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
ENLARGED DEMOLITION PLAN - AREA B
D101B
7
8
AREA A AREA B
10' - 0"
"OUT"
"OUT"
9
10
10' - 0"
11
10' - 0"
12
10' - 0"
13
10' - 0"
10' - 0"
EXISTING DOOR AND FRAME TO REMAIN
13
15
AREA B AREA C
CORRIDOR L-200-06B
15
57
15
15
EXISTING PARTITION, CASEWORK, SHELVING, EQUIPMENT TO BE REMOVED
15
15
15
AREA B AREA C
54
15
56
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:
14
"OUT"
"OUT"
"OUT"
OFFICE L-266A
"OUT"
"OUT" 57 EXISTING WORK 1 AREA L-266-1
56
"OUT"
2
"OUT"
"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.
1
KEYNOTE
1i
EQUIPMENT TO BE RELOCATED, REFER TO EQUIPMENT SCHEDULE
"OUT"
WORK AREA L-274
"OUT"
ROOM NAME
1i
57
"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.
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.
1
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"
KEYNOTES - DEMOLITION PLAN- AREAS A, B AND C "OUT"
2
"OUT"
"OUT"
1 2
CORRIDOR L-200-08
13
"OUT"
3 4
2
5
E
55
INPATIENT PHLEBOTOMY
EXISTING TUBE STATION L-266-3
EXISTING PULL STATION L-247-3
1
3' - 4"
EXISTING CORRIDOR L-200-08A
56
2
2
EXISTING JANITOR L-265 1
2
EXISTING SOILED LINEN L-267A 1 6
EXISTING PAR STOCK L-266-4
BLOOD DRAW L-247
1
EXISTING ELEV LOBBY L-267
EXISTING STORAGE L-266
2
1
1
2
2 7
8
1
ENLARGED DEMOLITION PLAN - AREA C 1/4" = 1'-0"
NORTH 8
9
10' - 0"
10
10' - 0"
10' - 0"
11
12
10' - 0"
10' - 0"
13
9 10 11 12 13 14 15 16
14
10' - 0"
B
17 18 19 20
2 EXISTING STAIR D L-100-STD
21
38
38
22 23
38
38
24
37
37
37
37
37
25 26
37
27 28 29 30
35 CORRIDOR L-200-12
36
31 32
36
33 34 35 36 37 38
ELEC RM L-287
CLOSET L-285
39
2
2
40 41 42 43 44 45 46 47 48 49 50 51 52 53 54
2
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
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
Certification
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.
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
A
B C
Project No.
6287.042.01
Drawn By
AP
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
ENLARGED DEMOLITION PLAN - AREA C
D101C
1
2
4
3
5
7
6
8
9
10
11
12
13
14
15
22" DRAIN LINE FROM PLENUM
2"
B
D
C.O.
1-1/2" V UP
UP 2"W UP
2"
RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com
V CW
2"
6"D
3"W UP 1 1/2"W UP
HW
2-1/2" V UP
1
CW
W
2-1/2"V UP
2"
2"W UP TO CLEANOUT 2"
2"W UP
2-1/2" V
1
2"
V
1"
D
2"W UP
HW
C.O.
2"W UP
Consultants
1 MCU-6 P
4"W
P 2"W
ABOVE
HW V
1-1/2" W
4"W
CW
2"W
4"W UP TO CLEANOUT
2"W
1-1/2"W
2"
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
2"W
3"W
2"W
TW
2"W UP
1
1
1-1/2"
Certification
1 1/2" W UP
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.
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
4"
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
1
1
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
1
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
D
C.O.
2" 2"
PAIN CLINIC RELOCATION
2-1/2" V
8" RWC UP
2"
1
4" W 1-1/2" V
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
3"
2"
8"
8"
4"
C.O. 2"W
PA4124
3/4"
3"
PA6524
4"
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
2"
2"
3/4"
1-1/2"
2"
3/4"
C.O. 1"
1"
Š Copyright RSP Architects 2007. All rights reserved.
3/4"
3/4"
Revisions Date
Description
PA5336
PA5336
PA5336
PA5336
No. PA5336
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.
5"
1-1/2"V UP
2"
MLK
Date
CW #1
PA5336
PA5342
Checked By
3/4"RHW UP
2"
PA6548
PA6548
PA6548
PA5336
3"HW UP
2"
1-1/2"
1-1/2"W UP
1/2"CW 1" HW
1-1/2"
PA5336
PA5336
4"
PA5336
6"W UP
2-1/2"
PA6548
PA6548
1-1/2"V UP
JHA
3"V UP
1-1/2"
4"
F
6287.042.01
2"
8"
1-1/2"
1-1/2"
3/4"
8"
1-1/2"W UP
1
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
1.1
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
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.
EXISTING BUILDING TO REMAIN
Signature
DAVE NORBACK
Registration Number Date
1
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
2.1
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
2
1/8" = 1'-0"
6287.042.01
Drawn By
NORTH
BCS
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. 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.
3
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.
1
2
4
3
5
7
6
8
9
10
11
12
13
14
15
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
1
Q
F1
2
A
W
Z
F2
Alt
3
S
E
X
F3
4
D
F
R
C
F4
5
V
G
T
F5
6
B
7
H
F6
Y
J
F7
U
N
8
I
F8
M
9
K
L
O
<
-
F10
=
F11
:
P
0
>
F9
Alt
?
{
"
pac Bcks
F12
P
Enter
Shif t
Hom
Del End
I sn
4
7
5
8
Num / Loc
6
9
*
1
Pg Dwn
Pg Up
2 3
+
-
E n t e r
227A
.
227A-1
0
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.
1
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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
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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
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.
280
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STAFF TOILET
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233
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280-2
EXAM 10
234
200-8
224
MAUCK MD OFFICE 3
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227A-2
225
PINGREE MD OFFICE 2
DICTATION 2 Shif t
227
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MD WORK ROOM
4. COUNTERTOPS AND SPLASHES SHALL BE SEALED TO THE WALLS.
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Signature
238
213
1
A
Q
F1
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W
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2
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.
F3
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3
D F4
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C
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F
6
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F5
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B
7
H
215
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223
E n t e r
EXAM 4
237
-
PAIN TECH WORK ROOM
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217
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F7
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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
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NEW DOOR, REFER TO DOOR SCHEDULE
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CA WORK ROOM
274
1
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
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Tab
212
Cap s Loc k
214
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216
211B
EXAM 14
Shif t
218
EXAM 13
Ct
PROCEDURE/ ULTRASOUND
EXAM 12
DAVE NORBACK
Registration Number
SCHEDULING EXAM 11
11902
F12
Enter
P
Shif t
PTNT. WRKS
AREA A
AREA B AREA C
WOMEN'S TOILET
KEYNOTE COUNTERTOP TAG
1i
EQUIPMENT TAG
A
SPECIALITY EQUIPMENT TAG
101
DOOR TAG
PAIN CLINIC RELOCATION
274A
1i
CORRIDOR
1
274C
WAITING 273
CG
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
A
E
B C
Project No.
6287.042.01
Drawn By
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
F
1
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
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
1"
1
2
10' - 0" 2 A501
3
10' - 0"
4
10' - 0"
5
10' - 0"
6
10' - 0"
7
10' - 0"
8
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
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.
1"
3. OVERALL HEIGHT OF BASE CABINETS MUST BE AS SHOWN ON DRAWINGS (NOMINAL HEIGHT).
A25-PL 227A
MD WORK ROOM
29
227A
A902
1
5 1/2"
5 1/2"
EQ
B
9
2
235
1'-6" 1
A902
O1
1'-1 1/2" 5" 3'-7 1/2"
2
3
3
5"
1'-0 1/2" 2
1' - 3"
9
PATIENT TOILET
4
238
7'-6"
238
C
200-6
1i
213
239
7 A501
25
A902
3'-7"
B
5"
2
18
9
8 A901
M1 M1
1
B
A902
2 A921
3
REGISTRATION 210
3
CORRIDOR 207A
M1
6 A901
3
6
1
M1
3
207-1
2
6 A501
3
2
9' - 6"
212
C
SCHEDULING
2
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
1
B
15' - 9"
E
1
1
10
2 8
A902
9 1/2"
A25-PL
B
F
M2
E 3
2
F
UP
PAIN CLINIC RELOCATION
PROJECT #7R110550
F
2
Key Plan
A
VITALS STATION
F
Project No. F
C
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
26
27
GB-18
A902
S.2
Date
GB-42
3 4"
30
238
1' - 6"
211A
© Copyright RSP Architects 2007. All rights reserved.
K.2
M.2
Revisions No.
2
VITALS STATION ENLARGED PLAN 1/2" = 1'-0"
3
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.
PATIENT TOILET
Q
2
B C
G.2
GB-36
DESK SUPERVISOR
2
Date
Description
PATIENT TOILETS - SPECIALTY EQUIPMENT PLAN 1/4" = 1'-0"
EXISTING STAIR C XXX
2
Project For
GB-36
GB-36
B
06.14.13
C
A25-SS
211A
11
1
3
Date
M.2
D.1
2
11902
GB-18
7
3
211
E
Registration Number
236
GB-42
5"
B
K.2
PATIENT TOILET
3'-5 1/2"
DAVE NORBACK
CHARLTON BUILDING LOBBY LEVEL
CORNER GUARD - FULL HEIGHT, ACROVYN FOLKSTONE #927
2
12
1' - 6"
M2
207
101
22
24
211B
M1
6' - 1 5/8"
EXISTING WAITING
SPECIALITY EQUIPMENT TAG
Q
5"
9" 1' - 3"
2
5 1/2"
A
20 21
S.2
A25-PL
M1
M2
EXISTING RECEPTION
R
A25-PL
207
1' - 0"
EXAM 14
2'-4 1/2"
A
A
5"
2
EQUIPMENT TAG
1' - 6"
9' - 10 1/2"
5 1/2"
E
17 18
5
9
2'-8"
212
214
9' - 6"
KEYNOTE COUNTERTOP TAG
CG
7' - 7"
3
5 1/2"
C
5 1/2"
F
3
D
9' - 6"
2
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.
3
CA WORK ROOM E
2
5 1/2"
214
E
5' - 0" M1
3' - 8"
5 1/2" 1' - 10 1/2"
2
C
7 1/2"
5"
D
UP
8' - 2"
216
ROOM TAG
1i
2
PTNT. WRKS
200-2
C31-PL
26
EXAM 13
5"
3 A511
5"
1' - 0"
2
C
ROOM NAME
1
5"
5' - 3"
1 7' - 0"
J3
1' - 7 1/4"
4' - 0"
M1
6 1/2"
207A
J1
1
2
1' - 2 1/2"
1 A501
J1
6"
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"
C
VITALS STATION
2 A101A
2
C
EXAM 11
2
6' - 4 1/2" 5 1/2"
2
237
237
3 CORRIDOR
5 1/2"
3'-4 1/4"
J3
216
220
2
C25-PL
220
MIN
2'-8"
1'-7 1/4" 5"
5' - 0"
J3
1'-6"
NEW DOOR, REFER TO DOOR SCHEDULE
17' - 5 1/2"
9
C
EQ
5
1' - 0"
5" B
200-3
5"
5 6 7 8 9 10
2
O1
3
A903
O1
213
2
P 2
2
B B
A
26' - 0 1/2"
2
5'-2" 5 1/2" EQUIP. STORAGE
2'-10 1/2"
2
NEW PARTITON
EXAM 15
CORRIDOR
2
5' - 8"
C
43' - 11 1/2" OVERALL A901
2
2
3
4
20
4
7"
2
5"
5"
2
O1
200-7
C25-PL
5' - 0"
3
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"
EQ
B
P
5 1/2"
EXISTING DOOR AND FRAME TO REMAIN
200
A902
KEYNOTES - FLOOR PLAN 1 2
CORRIDOR
24' - 11"
221
C
219
5 1/2"
FLOOR PLAN LEGEND:
8' - 7"
B
9'-7 1/2"
STORAGE
2 SIM. 7' - 6"
3
B
F
1' - 0"
2
3 SIM.
A903
2
C25-PL
5"
DAVE NORBACK
Date
EXISTING PARTITION TO REMAIN
5 1/2"
18 O1
2
A902
5" EQ
A
9
2
16
Signature
200-8
6' - 7 1/2"
17' - 7"
215
4'-8"
3' - 0"
221
2
A
2' - 7"
PATIENT SUPPORT
9' - 6"
20
3
5"
15
LAB COATS
5 1/2"
PAIN TECH WORK ROOM
5"
STORAGE
218
40' - 0"
2
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.
2
4' - 2"
7'-0"
15
3'-8"
A902
18
4' - 0"
2
7' - 5"
A902
A25-PL
B
236 SIM. 1
1' - 8"
2
217
5"
15
5' - 0"
9
5"
19
3' - 4" 5"
7'-0"
2
A
236
4 SIM.
8' - 6"
7' - 4 3/8"
PATIENT TOILET
233
5' - 0"
5"
3
8' - 6"
5"
OPEN OFFICE NP/PA
A902
ASSISTANT SUPR./CLINIC STUDY COORDINATOR
14
222
9' - 4 1/2" 2
22
3 A101A
5 1/2"
19' - 6 1/8"
38
A25-PL
EQ
2'-8"
J2
2'-4 1/2"
1'-0"
15
B
8"
6 A201
UP
2' - 5 1/2"
9
5' - 8"
15
O1
2
5' - 0"
5"
16
A
EXAM 5
B
233
2
219
2
222
2
5" 15
2
8"
C1
14. REFER TO SHEET A201 FOR RCP.
Certification
EQ
4'-8" B
3
231
B
9
5"
SOILED LINEN
2
5"
EQ
B
C
2
10' - 8 1/2"
C
2
3'-8"
9
9' - 2 1/2"
229
2
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
2
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"
5"
2
C
2
215B
5"
EQ
CLEAN LINEN
2
A
2'-8"
CORRIDOR
217B
EQ
2
9' - 5"
223
10' - 8 1/2"
6' - 7 1/2" 5"
9
CORRIDOR
9
5 1/2"
235
Consultants
10. SEE LIFE SAFETY PLANS, SHEETS FOR ALL RATED PARTITION LOCATIONS.
55' - 3" OVERALL
9
3'-0"
5 1/2"
F
EXAM 4
9' - 6"
E
C
EXAM 10
2
5 1/2"
2'-8"
200-4
C
2
234
215A
2
2
C
C
EXAM 9
C
B F
2
5"
229
7'-0"
5' - 0"
2'-8"
C
1' - 0"
6
2
232
5 1/2"
9' - 5"
224
C
21
EXAM 8
9' - 6"
2
9' - 5"
5 1/2"
9. ALL ELEVATION MEASUREMENTS ARE IN REFERENCE TO THE FINISHED FLOOR.
234
C
2
5' - 0" 2
8"
224
12' - 5"
EXAM 3
C
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.
UP
11' - 1"
C
2
2'-8"
A
7. ALL CASEWORK AND ANY OTHER FURNISHINGS WITH EXPOSED TO VIEW AND SIDES SHALL BE FINISHED.
21
C
18
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
2
100
28
9
C
2
EXISTING STAIR D
4' - 0" 12' - 5"
9' - 6"
9 C1
E
A902
2 230
EXAM 2 225
1' - 3 1/2"
2
227A-2
217A
2
2
5 1/2"
2
EXAM 7
231
C
2'-8"
5 1/2"
40' - 0"
5 1/2"
B
DICTATION 2
230
5' - 0"
C
2
228
C
20
A902
227A-2
EXAM 6
9
2'-8"
12' - 5"
2 1'-8 1/2"
C
228
9' - 5"
226
B
5" 1' - 9"
227
20
226
EXAM 1
5 1/2"
2
13' - 4"
C1
2
2
DN
A25-PL
20
2' - 2"
8"
A
B
A25-PL
2' - 9"
A902
F
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
11
227A-1
227A-1
3' - 0"
9' - 2 1/2"
227
2
11
232
9 A510
FELLOWS/ RESIDENT WORK ROOM
11
1' - 0"
B
A12-PL
11
4'-2"
11
10' - 9 1/2"
F
9 A510
4. COUNTERTOPS AND SPLASHES SHALL BE SEALED TO THE WALLS.
DICTATION 1
6
AREA A AREA B
B
B EXISTING MECHANICAL SHAFT
3 24
AREA A AREA B
A902
AREA A
1
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
8
9
10' - 0"
10
10' - 0"
11
10' - 0"
12
10' - 0"
13
10' - 0"
14
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.
B
3
3
200-7
C25-PL
5' - 8"
A
5"
6' - 7 1/2"
20
4
2
5
B 280
9
2
P
°
280F
6
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.
15
O
3
15
3
280D
3 5
7
A903
A
O
2
B
3
2
A902
2' - 8"
16' - 8" OVERALL
280A
A
2
B
2
F
1
EXISTING PARTITION TO REMAIN
EXISTING DOOR AND FRAME TO REMAIN
B
3
15
3
2
ROOM NAME
23
1
A25-PL
6
C
EXAM 15 237
9' - 6"
237
C
CORRIDOR
2
F
F
2
B
5"
2
3
C31-PL
2
14' - 7"
15
1i
5 1/2" 5" 200
3
7' - 11"
3 6'-5"
5"
15
15
15
15
5
EQUIPMENT TAG
A
SPECIALITY EQUIPMENT TAG
101
DOOR TAG
EQ
A
9" 1' - 3"
B
A
1
CORNER GUARD - FULL HEIGHT, ACROVYN FOLKSTONE #927
2
3
7
4'-11 1/2"
B
3
2
3
A902
6
4' - 0" B
3
3'-0"
6"
23
WOOD EDGE (WD-1) PLAM COUNTERTOP (PLAM-2)
EQ
6
274
WAITING
8' - 0"
274
3
6
AV CABINET & PODIUM
F
211A
5"
2
D
15
F
2
22' - 0" 5"
15' - 9"
5"
5' - 0"
F
5"
2
12 2' - 6"
O
11
3
4' - 0"
2' - 10" 1" 1' - 3"
O
3
3
EQ 3
2' - 6"
4' - 0"
GB-36
280F
D.1
CORRIDOR 274C
O
3
274B
C
3
L
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.
Date
Description
K.2
GB-42
Q
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"
3
5' - 0"
Checked By
M.2
5' - 0"
A903
P
3
RRA, AVP
1' - 6"
2' - 10" 1" 1' - 3"
Drawn By
Revisions
5"
1"
3/4" = 1'-0"
3' - 8"
5' - 0"
9
6287.042.01
4' - 0"
3' - 8"
9' - 1"
274A
3
2' - 0"
AREA A AREA B
O
AREA B AREA C
C
12
10
WOMEN'S TOILET
P
C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:40 PM
B
F G.2
EQ
273
O
1
A
No.
WAITING
A
CHARLTON BUILDING LOBBY LEVEL
© Copyright RSP Architects 2007. All rights reserved.
3
5"
5"
3
A902
AV CABINET ENLARGED PLAN
2
DESK SUPERVISOR
2
6"
3
24
AREA A
PAIN CLINIC RELOCATION
A920 CRESTON WEDGE
EQ
B
EXISTING MECHANICAL SHAFT
Project For
Project No.
5' - 1"
211A
18
A902
1 A921
2
B
06.14.13
CABLE NOOK
A25-SS
F
Date
WIRELESS KEYBOARD AND MOUSE
200-9
5
2
11902
EXISTING/NEW WALL CONSTRUCTION
L
CORRIDOR
D
A25-PL
D
Registration Number
PROJECT #7R110550
17
211
F
DAVE NORBACK
GROMMET
B
2
Signature
Key Plan
CA WORK ROOM
F
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.
8
5"
2
06.14.13
NEW PARTITION AS SCHEDULED, SEE MAYO SPECIFICATIONS SECTION 09200 FOR PARTITION CONSTRUCTION
24
B
22 23 24 26
210
R
B
20 21
1i
275
REGISTRATION 40' - 0"
17 18
COUNTERTOP TAG
CG
275
22
3
EQ
B
B
JANITOR
5"
3'-7"
B
KEYNOTE
Date
5"
7 A501 5"
8' - 2"
239
2'-0"
3
11 15 16
EQ
B
PTNT. WRKS
5 6 7 8 9 10
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.
EQ
26
3
ROOM TAG
15
5"
200-6
C
1 2
4
NEW DOOR, REFER TO DOOR SCHEDULE
11902
KEYNOTES - FLOOR PLAN
NEW PARTITON
6 3
DAVE NORBACK
Registration Number
FLOOR PLAN LEGEND:
280A
5
D
2
RN SUPERVISOR
D
OPEN OFFICE RN/AA
23
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.
Signature
F
18
3
A902
Certification
280B
280B
13
MAIL EQUIPMENT / COPY
14. REFER TO SHEET A201 FOR RCP.
F OFFICE SUPERVISOR 1
285
F
3
5"
A902
C25-PL STAFF 17 NOURISHMENT
8
A
16
280
2
4' - 4"
Consultants
10. SEE LIFE SAFETY PLANS, SHEETS FOR ALL RATED PARTITION LOCATIONS.
10"
287
5 1/2"
C
2'-8"
2
280F
7
2
1' - 0" C
5"
6
CORRIDOR
200
4' - 6"
280D
PATIENT SUPPORT
2
2' - 2"
5"
285
5"
3'-0"
287
STAFF TOILET
2
5' - 0"
9 1/2"
EXIST. DATA/ COMMUNIC. ROOM
7' - 6"
A
B
2'-4"
RSP Architects 320 South Broadway Ste. B 507.285.6569 Rochester, Minnesota 55904 612.677.7499 fax www.rsparch.com
5" A
A
5"
3 A101B
280-1
5"
2
A902
EXIST. ELECTRICAL ROOM
1'-7 1/2"
A
2
2
E
EQ
6
200-8
18
280-2
3
5' - 0"
9
RN FILES
EQ
9' - 3"
4'-0"
2' - 7"
A
9. ALL ELEVATION MEASUREMENTS ARE IN REFERENCE TO THE FINISHED FLOOR.
3
A25-PL
3'-8"
2
O
1' - 8"
280-3
6
6
5 1/2"
2
LAB COATS
5"
4' - 4"
280K
A
6' - 4 1/2"
40' - 0"
C
A902
E
CLOSET
21 28
9' - 3"
7' - 6"
2' - 5 1/2"
5"
280C
A25-PL
5"
UP
9' - 3"
2' - 9 1/2"
2
5"
DRINKING FOUNTAIN
EQ
2
6' - 9" 280K
2' - 9"
235
3
1' - 0"
C
EXAM 10
5"
EQ
B E
2' - 4"
5"
3' - 0"
1' - 0"
3
B
5"
3
B
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
3
B
2 A101B
7. ALL CASEWORK AND ANY OTHER FURNISHINGS WITH EXPOSED TO VIEW AND SIDES SHALL BE FINISHED.
1
8' - 0"
B
B
9' - 0"
3 A501
2
F
A902
5"
2
2
B
9' - 0"
B
2 15
3'-4"
2
F
VER I FY
280E
10' - 5"
280G
5"
280H
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.
280C
E
B
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
45.0 0
280J
LAMER MD OFFICE 4
280E
100
QU MD OFFICE 1
2
MAUCK MD OFFICE 3
280G
F
EXISTING STAIR D
PINGREE MD OFFICE 2
280H
DN
2
280J
AREA A AREA B
F
9' - 9"
B
A101B
FLOOR PLAN GENERAL NOTES
8
9
10
10' - 0"
D
F
2
B
13
10' - 0" F
211A
14
10' - 0"
1. WALL SHELVING OR REAGENT SHELVING SUPPORTS SHALL BE SPACED AND POSITIONED TO CLEAR FITTINGS, ELECTRICAL PEDESTALS, AND SINKS.
10' - 0"
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. 3. OVERALL HEIGHT OF BASE CABINETS MUST BE AS SHOWN ON DRAWINGS (NOMINAL HEIGHT).
2
4. COUNTERTOPS AND SPLASHES SHALL BE SEALED TO THE WALLS.
2
15
F
2
22' - 0" 5"
3
15' - 9"
5"
5' - 0"
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.
4' - 0"
5"
F
5"
5"
EXISTING MECHANICAL SHAFT
10' - 0"
DESK SUPERVISOR
2
12
5' - 1"
F
10' - 0"
5"
F
11
7. ALL CASEWORK AND ANY OTHER FURNISHINGS WITH EXPOSED TO VIEW AND SIDES SHALL BE FINISHED.
2
WAITING
3
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
O
3
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.
3
CORRIDOR 274C
13. REFER TO SHEET A801 FOR EQUIPMENT SCHEDULES.
21' - 0"
14. REFER TO SHEET A201 FOR RCP.
2
5' - 0"
1"
2' - 10" 1" 1' - 3"
MEN'S TOILET 274B
9
A903
SIM.
AREA B AREA C
274B
4' - 0"
Signature 11
O
SIM.
14
O
3
B
1 2
EXISTING DOOR AND FRAME TO REMAIN
3
3
4 NEW PARTITON
STORAGE 274E
5 6 7 8 9 10
OFFICE B
2
274D
CORRIDOR
NEW DOOR, REFER TO DOOR SCHEDULE
200-8
ROOM NAME
1
6
C31-PL 274D
E
1i
ROOM TAG
11 15 16
KEYNOTE
17 18
COUNTERTOP TAG 20 21
1i
EQUIPMENT TAG
A
SPECIALITY EQUIPMENT TAG
101
DOOR TAG
11902
KEYNOTES - FLOOR PLAN
EXISTING PARTITION TO REMAIN
3
DAVE NORBACK
Registration Number
FLOOR PLAN LEGEND:
5"
L
3' - 8"
EQ
2' - 6" 13
3
5"
2
E
O
3
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.
5' - 0"
4
P
3
9' - 1"
E
Certification
L
5"
AREA C
3
O
11
12 2' - 6"
2 A101C
AREA A AREA B 40' - 0"
A
2' - 10" 1" 1' - 3"
A903
P
O
AREA B AREA C
1"
9
5"
5' - 0"
AREA A
274A
3
5' - 0"
O
10
WOMEN'S TOILET
EQ
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.
24
22 23 24 26
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.
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
1
CG
CHARLTON BUILDING LOBBY LEVEL
CORNER GUARD - FULL HEIGHT, ACROVYN FOLKSTONE #927
PROJECT #7R110550
40' - 0"
Key Plan
A 11
B
12
C
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
C
Date
G.3 G.2
CORRIDOR 274C
WC1
GB-36
A910 1.3
F C
GB-42
AREA C
1
1.1
GB-18 1.2
2
1/4" = 1'-0"
© Copyright RSP Architects 2007. All rights reserved.
No.
Date
Description
G.3
Q
274B
MEN'S TOILET 274B
S.1
ENLARGED FLOOR PLAN - AREA C
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.
Revisions
G.2
F
06/14/13
F
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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2
4
3 19'-8 1/2"
16'-2 3/4"
6 A201
5
TYP
7
6
8
9
10
9'-5 1/2"
11
9'-11"
12
9'-3"
13
9'-3"
9'-3"
6 A201
14
TYP
15 REFLECTED CEILING PLAN GENERAL NOTES:
15' - 10"
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.
B
S
SD
ACT-1 8' - 0"
CC1
ACT-2 8' - 0"
227A-2
230
ACT-1 8' - 0"
S GYPBD SD 7' - 11"
CC1
7'-5"
3
ACT-2 8' - 0"
229
SD
S
CC1
200-5
231
ACT-2 8' - 0"
233
CC1
213
SD
ACT-2 8' - 0"
S
ACT-2 7' - 2"
CC1
GYPBD 7' - 11" CC1
SD
S
200-3
CC1
SD
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.
S
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.
SD
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"
ACT-2 8' - 0"
6"
DAVE NORBACK
Registration Number
S
SD
274
CC1
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.
REFLECTED CEILING PLAN LEGEND LIGHT FIXTURE - SEE ELECTRICAL
SPRINKLER HEAD S
Certification
Signature
SD
200-9
SD
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"
7
SD
214
212
ACT-1 8' - 0" GYPBD 8' - 0"
S
7 A901
ACT-1 8' - 0"
1 A202
SD
210
SD S
FIRE ALARM
F
Signature
OCCUPANCY SENSOR
OS
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
7
D
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
SD
211A
GYPBD 8' - 8"
GYPBD 8' - 5"
S
8
SD
ACT-2 8' - 0"
6
273 S
6 A202
ACT-2 8' - 0"
274A
EQ
SD
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"
8
KEYNOTES - REFLECTED CEILING PLAN
1 3/8"
274E
274D
ACT-2 8' - 0"
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.
E
6"
10'-8 3/4"
SD
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.
S
200-7
GYPBD 7' - 2"
200-6
6"
ACT-2 8' - 0"
SD
S
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
RP
3
ACT-2 8' - 0"
280D
6"
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
S
200
200-2
RP
3
4. REMOVE ALL OBSTRUCTIONS FROM CEILING, INCLUDING ABANDONED CONDUITS, WIRES, DUCK WORK, ETC. NOT SCHEDULED FOR REUSE.
SD
ACT-2 8' - 0"
SD
GYPBD 7' - 2"
S
ACT-2 SD 8' - 0"
ACT-2 8' - 0"
ACT-2 8' - 0"
ACT-2 8' - 0"
SD
GYPBD 7' - 11"
3
236
SD
280C
ACT-2 8' - 0"
280E
EQ
222
S
219
SD
ACT-2 8' - 0"
280-1
238
ACT-2 8' - 0"
223
ACT-2 8' - 0"
215 SD
CC1
7'-5"
SD
200-4
ACT-1 8' - 0"
ACT-2 8' - 0"
280G
EQ
7'-5"
C
S
SD
RP
5 A201
200-8 ACT-2 8' - 0" CC1
CC1
S
217
280H
S
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
RP
3' - 0"
CC1
ACT-1 8' - 0"
ACT-2 8' - 0"
280J
235
ACT-1 8' - 0"
225
RP
ACT-2 9' - 2"
234
232
RP
RP
ACT-2 ACT-2 8' 8' -- 0" 0"
S
RP
2'-6"
ACT-1 8' - 0"
228
RP
CC1
7'-5"
RP
227A-1
RP
2'-6"
6'-6"
S
ACT-2 8' - 0"
RP
227A
SD
226
RP
RP
227
RP
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
1
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
2
CUBICLE CURTAIN TRACK AND EQUIPMENT MOUNTING AT ACOUSTIC CEILINGS 3" = 1'-0"
3
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
1"
SEE REFLECTED CEILING PLAN
5/8" TYPE "X" GYPSUM BOARD, TYPICAL
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
3"
SHADE POCKET
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.
2 3/4"
1 1/2" MAIN RUNNER
FACE OF CASEWORK ONLY WHERE IT MAY OCCUR
6287.042.01
6"
1
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
4
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"
5"
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.
MAIN "T" BAR RUNNER. COORDINATE W/ CEILING PROVIDER FOR RECOMMENDED ANGLES AND TEES.
LOBBY LEVEL REFLECTED CEILING PLAN
5
RADIANT PANEL AT EXT. WINDOW W/ SHADE POCKET (AT GWB ON DRYWAL SUSPENSION SYSTEM) 1 1/2" = 1'-0"
C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:26:44 PM
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6
RADIANT PANEL AT EXT. WINDOW W/ SHADE POCKET (AT ACT CONDITION) 1 1/2" = 1'-0"
A201
REFLECTED CEILING PLAN GENERAL NOTES:
7
8
9
10
11
12
13
14
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 "
4
ACT-3 9' - 6"
6'-9 3/4"
2'-6"
D
4 A201
EQ
S
LIGHT FIXTURE - SEE ELECTRICAL
SPRINKLER HEAD
3' - 6"
S
SPEAKER
LIGHT FIXTURE - SEE ELECTRICAL
SMOKE DETECTOR EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL EXIT SIGN
2 A202
6 A202
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.
Signature
SD
273
5'-6 3/4"
EQ
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.
Certification
DAVE NORBACK
REFLECTED CEILING PLAN LEGEND
SD
12'-3"
R 5 '7 1 /2 "
3'-10 1/2"
1'-6 1/4"
5
ACT-4 8' - 6"
3 '- 0 "
ACT-2 8' - 0"
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.
EQ
6 A202
EQ
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.
EQ
1'-6"
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.
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.
2 A202
5'-4" R 18'-5
SD
3 '0"
S
2
11 3/4"
ACT-2 8' - 6"
200-9
3 '-6 "
ACT-2 8' - 0"
ACT-2 8' - 0"
3'-6 1/4"
SD
210
/ 2"
GYPBD 7' - 2" R 1 5 ' - 0 "
2'-6"
2'-8"
-71
2'-10"
211
2'-4 1/2"
SD
R 5'
ACT-4 8' - 6"
274
S
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
EQ
EQ
4'-5"
ACT-3 8' - 4"
EQ
4'-5"
3'-2"
6 A202
3 '- 0 "
1'-8 1/2"
SD
EQ
2 1'-0"
1'-0"
2'-11"
1'-4"
8"
4 A201
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.
11'-0"
S
SD
EQ
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
SD
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
1
2 3 4 5 6 7 8
ENLARGED LOBBY LEVEL - REFLECTED CEILING PLAN 1/4" = 1'-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 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
4"
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.
2
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
3
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
4
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
D
3-5/8" STEEL STUDS AT 16" O/C (20 GA) UP TO EXISTING STRUCTURE ABOVE
3-5/8" STEEL STUDS AT 16" O/C (20 GA) UP TO EXISTING STRUCTURE ABOVE
ACT-3
ACT-2
CEILING SEE RCP
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.
5
COVE DETAIL AT LOBBY 1 1/2" = 1'-0"
1"
4" CEILING SEE RCP
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
6"
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.
6
CEILING DETAIL AT LOBBY 1 1/2" = 1'-0"
7
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"
3' - 0"
A
FLUSH PANEL SOLID CORE WOOD DOOR MATCH EXISTING DOOR SPECIES AND FINISH
2"
B
HALF GLASS SOLID CORE WOOD DOOR MATCH EXISTING DOOR SPECIES AND FINISH
D
FLUSH PANEL HOLLOW METAL DOOR
D1
FLUSH PANEL HOLLOW METAL LEAD LINED (4 LB. / S.F.)
D2
3 A301
SEE DOOR SCHEDULE
8'-0"
SEE DOOR SCHEDULE
8'-0"
C
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.
2"
4 A301
F1
HOLLOW METAL
GLASS TYPES
9 A301
10 A301
F2
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
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.
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:
C1
6"
7 7/8"
NA
1 HR
OS
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
2
3" = 1'-0"
DOOR - SEE DOOR SCHEDULE
3" = 1'-0"
4
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
J1
3 5/8"
4 1/4"
U465
NA
STC RATING W/O W/ INSUL INSUL
NOTES
40
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
J2
6"
7 7/8"
U465
1 HR
STC RATING W/O W/ INSUL INSUL
CHARLTON BUILDING LOBBY LEVEL
NOTES
PROJECT #7R110550
40
TYPE J3 - SHEILDING WALL AT PROCEDURE ROOM 220
5 3/4"
TYPICAL DOOR HEAD DETAIL
3
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
51
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"
1
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
2"
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
A
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.
2"
2"
SG, MH KP, SG, MH, CR NOTE 1
SEE DOOR SCHED.
2"
2"
SEE DOOR SCHEDULE
COMMENTS
SEE DOOR SCHED.
3' - 0"
6"
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
6"
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"
4"
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"
6"
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
SEE DOOR SCHEDULE
DOOR SCHEDULE DOOR
TYPICAL DOOR JAMB DETAIL 3" = 1'-0"
12
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
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
SEE PLANS FOR PARTITION TYPE
PTN TYPE
STUD WIDTH
PTN WIDTH
UL DESIGN
FIRE RATING
J3
3 5/8"
5 1/2"
U465
1 HR
NOTES
Project No.
6287.042.01
40
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
2.
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"
3.
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"
2"
5/8"
2"
HEADER BY STEEL STUD SUPPLIER
5
STC RATING W/O W/ INSUL INSUL
HOLLOW METAL FRAME
6 1/2"
DOOR HEAD DETAIL AT 6 1/2" FRAME
6
3" = 1'-0"
DOOR JAMB DETAIL AT 6 1/2" FRAME
7
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.
1i
1 1i
1
3 5/8" STEEL STUD FRAMING
LEAD LINED GYPSUM BOARD
LEAD LINED GYPSUM BOARD
PTN TYPE:
STUD WIDTH:
PTN WIDTH:
UL DESIGN:
FIRE RATING:
M1
4"
5 1/4"
U438
2 HR
W/O INSUL
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.
STC: W/ INSUL
NOTES:
Revisions No.
40
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"
1.
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:
M2
4"
5 1/4"
U467
2 HR
STC: W/O W/ INSUL INSUL
NOTES:
40
2"
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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9
LEAD LINED HOLLOW METAL DOOR
TYPICAL LEAD LINED DOOR HEAD DETAIL 3" = 1'-0"
2"
HOLLOW METAL FRAME LEAD LINED
5/8"
2" 5/8"
HOLLOW METAL FRAME
7 1/8"
8
1
CONSTRUCT PARTITION FROM FLOOR TO UNDERSIDE OF CEILING
2
CONSTRUCT PARTITION FROM FLOOR TO 6" ABOVE CEILING
HOLLOW METAL FRAME LEAD LINED
3
CONSTRUCT FIRE RATED PARTITION FROM FLOOR DECK/STRUCTURE ABOVE. SEE LIFE SAFETY PLANS FOR EXTENT
LEAD LINED HOLLOW METAL DOOR
48
JAMB ANCHORS 3 PER JAMB
DOUBLE STUDS AT JAMBS (TYPICAL)
10
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:
O1
3 5/8"
5 1/2"
U465
1 HR
STC: W/O W/ INSUL INSUL 49
NOTES:
A301
2
B
SECOND FLOOR 114' - 10 1/4"
5 1/4"
1
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 STONE VENEER
EXISTING EXTERIOR WALL SYSTEM
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"
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.
3 5/8" 25 GAUGE STEEL STUDS AT 16" O/C
3"
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
9
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
1
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"
2
1 A501
FIRST FLOOR 99' - 6"
11 A510
EXISTING CONCRETE FOUNDATION WALL
WALL SECTION AT NEW WINDOW
3
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"
D
PAIN CLINIC RELOCATION
4' - 11 3/4"
1
2' - 6"
KEYNOTES - EXTERIOR ELEVATION
1
2' - 2 1/2" 1"
2' - 2 1/2"
1 2 3 4
3"
4
3 4 A510
4
4
SOLID SURFACE CAP SS-1 WITH 1/8" RADIUS EASED EDGES
1"
PARTITION
1
1"
1/8" REVEAL
PROVIDE DEFLECTION HEAD AT TOP OF WALL PER MANUFACTURES RECOMMENDATIONS
3 1/2"
4
4'-6"
3"
4
8
EXISTING CONCRETE PAN AND JOIST FLOOR SYSTEM
8
EXISTING CONCRETE JOIST BEYOND
SILL DETAIL
Project No.
3" = 1'-0"
SECOND FLOOR 114' - 10 1/4"
7
6287.042.01
Drawn By
JHA
Checked By INSTALL 3 5/8" X 20 GAUGE STUD BRACING TO EXISTING STRUCTURE AT 32" OC MIN
3
4 EXISTING ONE HOUR FIRE RATED SMOKE PARTITION
4 A510
4
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
4
3' - 2 1/4"
8 1/4"
1' - 6"
2 HOUR FIRE RATED SHAFTWALL PARTITION - TYPE M1
4
4
3
3"
4'-6"
2 HOUR FIRE RATED SMOKE PARTITION (SHAFT WALL) - TYPE M1
3"
4
3/8" = 1'-0"
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
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
7
FIRST FLOOR 99' - 6"
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
2
4
Revisions
8 A501
3"
SEE ELEVATIONS
5
2' - 5 1/2"
8' - 0"
3
4
© Copyright RSP Architects 2007. All rights reserved.
6" 1"
8' - 0"
2' - 5 1/2"
STYLMARK # 110360 TOP CHANNEL
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.
GLZ-1 GLAZING
1
8' - 0"
4' - 11 3/4" 2' - 6"
SEE ELEVATIONS FOR GLASS LOCATIONS.
EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM
3"
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
1
2' - 6"
SEE R.C.P.
EXISTNG CONCRETE BEAM
2"
1
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"
1
PROJECT #7R110550
D
WEST EXIT PASSAGEWAY DOOR ELEVATION
STONE LEDGE 1002'-8 1/4 "
STYLMARK # 110361 BOTTOM CHANNEL, PROVIDE SEALANT BOTH SIDES OF GLASS
4
2
5
6 3/4" +/-
6
FIRST FLOOR LEVEL 999'-6"
4
CHARLTON BUILDING LOBBY LEVEL
1 1/2"
3
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"
2' - 11"
NEW LANDING ELEVATION 1002'-5 "
4
1' - 1 1/2"
1' - 6"
2' - 6"
7' - 5 1/2"
2' - 3"
3"
5
4
11902 06.14.13
SECOND FLOOR LEVEL 1014'-10 1/4"
3"
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
7
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"
6"
C12 X 20.7 STEEL CHANNEL BEYOND
5/8"
B 5/8" GYPSUM BOARD EXISTING STONE VENEER
2"
3 MIL VAPOR BARRIER
2"
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"
1"
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
1"
2"
NEW HOLLOW METAL DOOR AND FRAME 1/2" BACKER ROD AND SEALANT
NEW OPENING HEAD STONE
NEW FLUID APPLIED WATERPROOFING
SHIM SPACE
4"
3/8"
1' - 6"
5 3/4"
4"
2 1/4"
1/4"
1' - 7 3/4"
8"
1/2"
2" 2 1/2"
1/2"
5/8"
1"
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
6
1 1/2" = 1'-0"
5/8"
3/4"
3/8"
1"
REINSTALL EXISTING ALUMINUM WINDOW SYSTEM
PAIN CLINIC RELOCATION
11"
WOOD SILL - MATCH EXISTING
1/4"
CONCRETE FILLED STEEL PAN TREADS
CHARLTON BUILDING LOBBY LEVEL
2"
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
1"
3 1/2" 2"
9 3/8"
2"
8" CMU REINFORCED CMU
8 1/4"
8 3/8"
4"
TOP OF STEM WALL 104'-10" ROPE WEEP AT EACH VERTICAL JOINT
9 1/2" 1' - 1"
7 5/8"
2"
2 1/8"
4 1/4"
1"
Project No.
EXTERIOR WINDOW SILL DETAIL
5
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"
5"
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"
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
8"
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
Please purchase PDF Split-Merge on www.verypdf.com to remove this watermark.
9"
1'-5"
1'-5"
DRILL AND EPOXY GROUT REINF. BAR 4" MIN. INTO EXISTING
8"
8"
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
NEW PEEL AND STICK WATERPROOF MEMBRANE
7
4"
2"
1/2" SEALANT JOINT STAIR LANDING LEVEL 102' - 5"
Description
4"
2'-3 3/4"
Date
4"
1 1/2"
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.
Revisions
2" RETURN - TYP EA LEG
CONCRETE FILLED STEEL PANS - SEE DETAIL 5/A510
1 A511
06/14/13
© Copyright RSP Architects 2007. All rights reserved.
C12 X 20.7 STEEL CHANNEL
4"
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
4
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
8
D
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
B
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
4"
5"
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
9
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"
B
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
1"
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
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.
METAL HANDRAIL BRACKET AT 4'-0" O.C. MAX.
6" 1/2" 2 1/2" 2"
3 5/8"
2"
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"
2"
1 1/2" = 1'-0"
1 2' - 5"
1 1/2" = 1'-0"
EXTERIOR WINDOW HEAD DETAIL
2
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
3
FALSE JOINT CUT IN STONE WITH SEALANT 1/2" BACKER ROD AND SEALANT
4"
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 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.
10
STAIR LANDING DETAIL 3" = 1'-0"
11
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"
6"
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
4"
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
4"
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)
3
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
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.
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
4
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
1
LANDING SECTION AT EXTERIOR LANDING
5
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
D
1 A501 9 3/4"
WALL COLUMN DETAIL
11902
11 1/2" 5' - 4 1/2"
1' - 0 5/8" 5/8"
4"
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
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
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"
8"
4' - 11"
8"
3 1/8"
3 5/8"
5/8"
9 3/8"
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.
2
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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1
2
3
4
5
6
7
8 TAG
B
227A-1
P
V
P
V
P
V
23 P
V
P
V
P
V
P
V
P
V
P
V
P
V
P
24
26
P
MD WORK ROOM
FELLOWS/ RESIDENT WORK ROOM 227
V
24
V
AREA A AREA B
DICTATION 1
P
25
V
P
V
227A
P
EXISTING STAIR D 100
DICTATION 2
V
227A-2
V
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
C
TOILET PAPER DISPENSER
6
236,238, 274A (2), 274B &280F
CONTRACTOR
CC1 CUBICLE CURTAIN TACK
31
ALL EXAM ROOMS (TYP-15), 220
D.1
SANITARY PRODUCT DISPOSAL
5
236, 238, 274A (2) & 280F
CONSTRUCTION MGR. CONTRACTOR
D.2
1
274A
CONTRACTOR
E
SANITARY PRODUCT DISPENSER CORK BOARD
2
211, 215
CONTRACTOR
F
SOAP DISPENSER
24
CONTRACTOR
G.1
PAPER TOWEL DISPENSER
16
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
6
215, 236, 238, 280D & 280F
CONTRACTOR
G.3
HAND DRYER
2
274A, 274B
GB-18 18" GRAB BAR
5
236, 238, 274A, 274B, 280F
ELECTRICAL CONTRACTOR CONTRACTOR
GB-24 24" GRAB BAR
15
ALL EXAM ROOMS (TYP-15)
CONTRACTOR
GB-36 36" GRAB BAR
5
236, 238, 274A, 274B, 280F
CONTRACTOR
GB-42 42" GRAB BAR
6
200-2, 236, 238, 274A, 274B, 280F
CONTRACTOR
20
ALL EXAM ROOMS (TYP-15), 215 (2), 217 (2), 220 ALL EXAM ROOMS (TYP-15), 200, 220
CONTRACTOR
P ZE
EXAM 10
EXAM 6
ZE
CC1
226
ZE
EXAM 1
ZE
CC1
EXAM 8
EXAM 7
228
ZE
ZE
235
EXAM 9
232
230
234
HS J
CC1
CC1
CC1
CC1
LAB COATS
CC1
CORRIDOR 200-5
CLEAN LINEN
ZE
SOILED LINEN
9
229
231
9A
CC1
34 P
P
P
V
V
V
C
33
29 223
CC1
EXAM 4
WASTE BIN
215
CC1
P
P
P
V
V
V
HS
F
E
G.1
P
221
CC1
219
27
HS
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
CONTRACTOR AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. CONTRACTOR
S.S. SHELF
2
274A, 274B
CONTRACTOR
S.2
S.S. SHELF
2
236, 238
CONTRACTOR
1
200-2
CONTRACTOR
U V
ANGLE BRACKET FOR READ OUT HEIGHT STATION CABLE MANAGEMENT SYSTEM
1 70
CONTRACTOR CONTRACTOR
MANUFACTURER MANUFACTURER
CONTRACTOR CONTRACTOR
W
ACRYLIC RACK
15
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
Y
WALL BRACKET FOR TRASH
15
FACILITIES WAREHOUSE MANUFACTURER
Z
MAYO STAND
12
EXISTING MAYO STAND
3
EXAM 15 237
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.
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
P
V
P
212
V
EXAM 14
214
DAVE NORBACK
Registration Number
PTNT. WRKS
CC1
CC1
EXAM 13
14
CA WORK ROOM
Z
ZE
CONTRACTOR
S.1
CC1
ZE
Certification
J
S.1
211
V
2 A511
P
15
V
16
P
17
DESK SUPERVISOR
18
CORRIDOR 207A
RECYCLING
211A
E
WASTE BIN
? ?
EXISTING STAIR C XXX
N
207-1
CONTRACTOR
CONTRACTOR
200-3
EXISTING RECEPTION
BOBRICK - SERIES B-6806
16
218
D
CONTRACTOR
GLOVE BOX HOLDER
EXAM 11
Z
BOBRICK - SERIES B-6806
R
CORRIDOR
CC1
216
220
CONTRACTOR
Consultants
T
28
CC1
EXAM 12
BOBRICK - SERIES B-6806
8
211B
CC1
CONTRACTOR
200
SCHEDULING
PROCEDURE/ ULTRASOUND
BOBRICK - SERIES B-6806
FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER
30
CC1
222
WORLD DRYER - MODEL #XA5-974
20
ZE
EQUIP. STORAGE
HAZ. MAT. BIN
EXAM 5
273
ELECTRICAL CONTRACTOR CONTRACTOR
SHARPS CONTAINTER
U
34
1
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
ZE
STORAGE
220, 273, 280C
CONTRACTOR
Q
PATIENT TOILET
213
STORAGE
3
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
V
ZE
WALL MTD TELEVISION BRACKET 42” FLAT SCREEN TV
CONTRACTOR
70
CORRIDOR
V
CONTRACTOR
CONTRACTOR
CONTINUOUS WALL MOUNTED CORK PIN BOARD, SEE PLANS AND ELEVATIONS FOR WALL LENGTH DERMOPRO - MODEL #9021- ALMOND
CPU CLIP
CC1
P
275
CONTRACTOR
P
200-7
T
32
1
ROCHESTER MIDLAND - MODEL #RC2591100 J655
ALL EXAM ROOMS (TYP-15), 220 (2), 280C
31
HAZ. MAT. BIN
217
MOP STRIP
CONTRACTOR
18
P V
CONTRACTOR CONTRACTOR CONTRACTOR
CUBICLE CURTAIN TRACK AND PRIVACY CURTAIN CC-1, SEE DETAIL 2/A201 ASI - MODEL #0852
WALL MTD MONITOR BRACKET
29
PAIN TECH WORK ROOM
CONTRACTOR
DRAPERY CONTRACTOR CONTRACTOR
O
G.1
OPEN OFFICE NP/PA
33
F
HS
V
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
15
FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER
CONTRACTOR
2
7
P
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
V
K.1 K.2 L M.1 M.2
N.2
PATIENT TOILET
HS
17
N.1
233
ZE
EXAM 3
CC1
CC1
CC1
CC1
CC1
CUP DISPENSER
N
ASSISTANT SUPR./CLINIC STUDY COORDINATOR
CC1
225
P
EXAM 2
CC1
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
A
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
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
AREA A AREA B
207
DESCRIPTION
EQUIPMENT SCHEDULE ORDERED BY SUPPLIED BY
CHARLTON BUILDING LOBBY LEVEL
AREA A
1
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
8
9
10
11
12
13
14
15 TAG
AREA A AREA B
P
100
V
P
QU MD OFFICE 1 280J
V
PINGREE MD OFFICE 2
MAUCK MD OFFICE 3
2 15
200-2 ALL EXAM ROOMS (TYP-15)
CONTRACTOR CONTRACTOR
C
TOILET PAPER DISPENSER
6
236,238, 274A (2), 274B &280F
CONTRACTOR
CC1 CUBICLE CURTAIN TACK
31
ALL EXAM ROOMS (TYP-15), 220
D.1
SANITARY PRODUCT DISPOSAL
5
236, 238, 274A (2) & 280F
CONSTRUCTION MGR. CONTRACTOR
D.2
1
274A
CONTRACTOR
E
SANITARY PRODUCT DISPENSER CORK BOARD
2
211, 215
CONTRACTOR
280H
280G
N
F
SOAP DISPENSER
24
CONTRACTOR
N.2
G.1
PAPER TOWEL DISPENSER
16
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
6
215, 236, 238, 280D & 280F
CONTRACTOR
G.3
HAND DRYER
2
274A, 274B
GB-18 18" GRAB BAR
5
236, 238, 274A, 274B, 280F
ELECTRICAL CONTRACTOR CONTRACTOR
GB-24 24" GRAB BAR
15
ALL EXAM ROOMS (TYP-15)
CONTRACTOR
GB-36 36" GRAB BAR
5
236, 238, 274A, 274B, 280F
CONTRACTOR
GB-42 42" GRAB BAR
6
200-2, 236, 238, 274A, 274B, 280F
CONTRACTOR
20
ALL EXAM ROOMS (TYP-15), 215 (2), 217 (2), 220 ALL EXAM ROOMS (TYP-15), 200, 220
CONTRACTOR
P
LAMER MD OFFICE 4
V
V
280E
EDUCATION ROOM
TV
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
V
HS
280D
J
42
OFFICE SUPERVISOR
43
280B
40
GB-18 V 35
CORRIDOR 200-7
36
44 P
P
V
V
37
38
MAIL EQUIPMENT / COPY
RN SUPERVISOR
39
280A
200
P
P
8
V
V
J
OPEN OFFICE RN/AA
44
CC1
P
EXAM 15
V
237
18" X 30" MIRROR 24" X 60" MIRROR S.S. SHELF WARDROBE HOOK ROBE HOOK
15
M.3
V
N.2
P
P
V
V
44
280
44
P
PTNT. WRKS 239
44
44
44
P
P
P
P
V
V
V
V
MOP STRIP
1
275
CONTRACTOR
WALL MTD TELEVISION BRACKET 42” FLAT SCREEN TV
3
220, 273, 280C
1
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
CONTRACTOR AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. AUDIO/VISUAL DEPT. CONTRACTOR
ALL EXAM ROOMS (TYP-15), 220 (2), 280C
P
CPU CLIP
70
Q
SHARPS CONTAINTER
20
R
GLOVE BOX HOLDER
16
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
CONTRACTOR
S.1
S.S. SHELF
2
274A, 274B
CONTRACTOR
S.2
S.S. SHELF
2
236, 238
CONTRACTOR
1
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
V
V
Y
WALL BRACKET FOR TRASH
15
Z
MAYO STAND
12
EXISTING MAYO STAND
3
Registration Number Date
SEE REFERENCE STANDARD 5234-01 AND 5324-02
2
3
3
TAG
REGISTRATION
V
P
V
210
P
211
V
15
V
16
P
WAITING 274
DESK SUPERVISOR 211A
P V
N
N.1
D
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
1
200-9
P
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
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
OPERATIONS ----CONSTRUCTION MGR / OPERATIONS ----------------------OPERATIONS ------------OPERATIONS -------------------------------
----------------------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
CORRIDOR
14
11902
42” Vizio TV Model E420i-A0
CHARLTON BUILDING LOBBY LEVEL 1 2 3 4 5 6 7
CA WORK ROOM
DAVE NORBACK
4
275
1
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.
Signature
JANITOR
M.3
Consultants
Certification
18
15
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
5
2
FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER
GEORGIA PACIFIC - MODEL #56784
O
P V
FACILITIES WAREHOUSE FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER
CONTRACTOR
220, 280C
W
6
CONTRACTOR
REMARKS
CONTRACTOR CONTRACTOR
2
ZE
44
CONTRACTOR CONTRACTOR CONTRACTOR
P
Z
V
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
P
CORRIDOR
CONTRACTOR
MANUFACTURER FACILITIES WAREHOUSE FACILITIES WAREHOUSE DRAPERY CONTRACTOR FACILITIES WAREHOUSE FACILITIES WAREHOUSE MANUFACTURER
50" FLAT SCREEN TV
T
45
CC1
200-6
K.1 K.2 L M.1 M.2
P
PATIENT SUPPORT
C
17
N.1
280-1
HAND SANITIZER CUP DISPENSER
N
44
7
280F
GB-42
RN5
280-4
EXIST. ELECTRICAL ROOM
STAFF TOILET
41
280-2
P
STAFF NOURISHMENT
TO ROOM
VITALS READ-OUT TISSUE BOX HOLDER
O
P
QTY
A B
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
A
B
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
C 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
CORRIDOR 274C
MEN'S TOILET
AREA B AREA C
EQUIPMENT PLAN - AREA B
274B
1
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
10
OPEN
HS J
Signature
14 A920
Date
5
1/4" = 1'-0"
7 A920
19
23
EO (4)
4'-0"
EO (4)
PLAM-2
CG
EO (4)
EO (4)
EXISTING WINDOW
PLAM-2
D
LS
3
CORRIDOR CEILING
O
EO
23 19
P
NURSE CALL (WHITE LIGHT)
PLAM-1
EO (4)
HAMPER
9
1/4" = 1'-0"
11
PROCEDURE ROOM - EAST WALL 1/4" = 1'-0"
PROCEDURE ROOM SOUTH WALL ELEVATION
12
13
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
EQ
PLAM-2
J
EOVD
1/4" = 1'-0"
2'-6"
19
HS
22
06.14.13
2"
PLAM-1
G.1
21
5 A201
11902
Project For
TYPICAL EXAM ROOM - CORRIDOR SIDE ELEVATION
2"
20
TASK LIGHT
20
21
DAVE NORBACK
Registration Number
2"
7
1"
WASTE BIN
Y
FLOOR SHARPS
PLAM-2
06.14.13
4
1'-0"
10
B
PHONE
1' - 0" 2' - 6" 8' - 0"
8' - 0"
4' - 6"
1'-3" EO
ZE
8"
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
NC
F
Date
L
J
11902
K.1
1'-3"
EQ
5 1/4" 4' - 0"
TYPICAL EXAM ROOM - SINK SIDE WALL ELEVATION
4
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
1
8' - 0"
PHONE
LS
CPU
V D
CC1
3030W
1'-3"
14 A901
1
6' - 0"
1
F
WASTE BIN
P
R
10
3024W
3'-0"
V
15 A901
8' - 0"
CC1
TASK LIGHT
CPU
TYP
TYP
R
EO
W
3
G.1
10
8' - 0"
3624W
PHONE
2' - 0" 1' - 0" 5' - 0"
3624W
3'-3"
O
12
1/4" = 1'-0"
PLAM SOFFIT 3624W
F
13
TYPICAL EXAM ROOM - PROVIDER DESK WALL ELEVATION
2 25 A920
11
Q
ARTWORK
TASK LIGHT
6
P
1/4" = 1'-0"
PLAM-1
V
W
TYPICAL EXAM ROOM - ENTRY WALL ELEVATION
13
PLAM-3
PLAM-3
WASTE BIN
PHONE
VDEO D
Y
5"
V
CPU
2'-5"
EO
4
PLAM-3
4' - 5" 3'-0"
TASK LIGHT
PHONE
3030W
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.
1/4" = 1'-0"
PLAM SOFFIT
1' - 0"
2430W
11
3'-6"
4'-6"
8' - 0"
8' - 0"
6" 6"
GB-24
O
F
PLAM SOFFIT
O
LS
B
10
9 A920
HS
L
9
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
21
TYP
2' - 6"
1
CC1
7 1/2"
1WFP
22
HAMPER
Consultants
CPU
8
1/4" = 1'-0"
4' - 6"
1
TYPICAL EXAM ROOM REFLECTED CEILING PLAN
7
1/4" = 1'-0"
1
LINE OF PROCEDURE TABLE BELOW
2
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
6
Q
K.1
R
N.2
13
TRASH
M
12 FLOOR SHARPS
N
2
19
3
TASK LIGHTING
V
12
11
A901
2
ZE
P 3
G.1
ACT-1 8' - 0"
11
2
13
5 A201
ACT-1 8' - 0"
2
TYP
CC1
20
216
220
7'-6"
10
23
EXAM 12
W
F
220
PROCEDURE/ ULTRASOUND
RP CC1
5'-1"
LINE OF EXAM TABLE BELOW
1
J
TASK LIGHTING
PROCEDURE/ ULTRASOUND 7'-6 1/2"
216
A901
2
WASTE BIN
CC1
EXAM 12
6
V
P
V
1'-2 1/4"
P
HS WHEEL CHAIR
4
1
2
CC1
R
G.1
O
O GB-24
4' - 0"
3'-2"
B
4
2
TRASH
4
L
Y
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"
EQ
EQ
1'-6 1/2" 1/2"
9 3/4"
9 3/4"
CENTER BETWEEN BASKET AND SWITCH PLATE
1/2"
6 1/2"
62" TO FLOOR
5 1/4"
14
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
4"
48" TO FLOOR
15
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
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
INTERIOR ELEVATIONS
A901 C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:02 PM
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25
EQ
24BC
EQ
WB
3036W
D
EO
2'-11"
CG
36BC1
36SC 5 A920
WB
24BC1
F HS
42BC1
24BC1
5' - 0"
1FP
MIN
7 A920
EO
PLAM-2
PLAM-2
36SC
ARTWORK
EO
8' - 0"
EO
G.1
EO
J
7
8' - 0"
PLAM-1
11
F EO
8
SS-3
3'-0"
G.1
P
PT-5
3' - 0"
34
V
1WFP
5' - 0"
46
3036W
PLAM-2
3'-0"
46
V DEO
EQ
19 A920
2' - 1 1/4"
V DEO
27
PHONE
CPU
46
PHONE
2'-10"
CG
V DEO
CPU
PHONE
CPU
47
PLAM-1
MONITOR
EO
3636W
HAZ. MAT. BIN
3'-0" CG
EO D
47
MONITOR
EO
3'-2"
EO D
PLAM-2
4' - 0"
47
1'-10"
24
PLAM-1
MONITOR
3636W
FEATURE RECESSED DOWNLIGHT
SINGAGE
PLAM-2
R
CH
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"
17
14
9'-1 1/4"
2'-0"
EQ
NUTRITION - SOUTH WALL ELEVATION
18
1/4" = 1'-0"
1'-10" WB
WB
ASSISTANT SUPR. - SOUTH
WB
2' - 11 1/2"
EQ
WB
P
EOD
1/4" = 1'-0"
V
EQ
EQ
CPU
3' - 0"
21
1/4" = 1'-0"
36BC1
5' - 0"
8' - 0"
EQ
EQ WB
1/4" = 1'-0"
1'-6"
41
48AV
16
1'-6"
42
8' - 0"
5' - 0"
PLAM-2
EO
F
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
33
EOVD EOVD
PLAM-2
EQ
24BC
3030W
PLAM SOFFIT
PLAM-2
CHARLTON BUILDING LOBBY LEVEL PROJECT #7R110550
PLAM-1 45
PLAM-2
18BC 19 A920
24BC
19 A920
WB
DICTATION 1 - EAST
Project For
EOVD
WB
20
8' - 0"
8' - 0"
V
06.14.13
1WFP
2'-6"
P
V
PLAM-1
2'-6"
P
EOD
PLAM-1
MONITOR
CPU
V
18 A920
EDUCATION ROOM - WEST ELEVATION
15
1/4" = 1'-0"
2'-6"
V
ASSISTANT SUPR. - WEST
19
1/4" = 1'-0"
1'-10"
VD
CPU
CPU
3'-0" WB
WB
P
EO
MONITOR
3024W
11902
3' - 0"
STORAGE ROOM - WEST WALL ELEVATION
AND TASK LIGHT
PLAM-1
D
7 A920
PLAM-2
EOVD
V VD
PLAM-1
MONITOR
2'-6"
2' - 6"
EO
34
MONITOR
Date
1' - 0"
8 A920
18" DEEP SHELF
1'-0"
34 CPU
RECYCLING
EQ
AND TASK LIGHT
2'-6"
MONITOR
5' - 0"
42
PLAM-1
8' - 0"
1' - 0"
3' - 0"
2' - 6"
EO
EO
43
PLAM-2 WITH VALANCE
EO
30BC1
2436W
PLAM-2 WITH VALANCE
PLAM-1
O
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
9"
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"
31
COPY/MAIL - NORTH WALL ELEVATION
13
18" DEEP ADJUSTABLE SHELVES ON STANDARDS
5'-0"
CG
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"
7' - 2"
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"
36
38 EO D EO D
DAVE NORBACK
Date
8' - 0"
19 A920
D
CPU
1'-10" CPU
RECYCLING
5' - 0"
EO
35
1/4" = 1'-0"
EO WB
26FP
SCHEDULER/CA WORK ROOM SOUTH WALL ELEVATION
3036W
1WFP
3' - 0" 8' - 0"
8' - 0"
37
Signature
1/4" = 1'-0" 9 A920
23 A920
8' - 0"
CG
3' - 0"
8' - 0"
PLAM-1
1 1/2" WB
CG
P
VDEO
SCHEDULING/CA WORK ROOM SOUTH ELEVATION
10
1/4" = 1'-0" 1 A920
1824W 3024W
V
6 A921
SCHEDULING/CA WORK ROOM NORTH ELEVATION (VIEW FROM CORRIDOR)
9
4236W
VDEO
4 A921
TYP
4236W
3636W
EO D
23 A920 PLAM-2
2'-8"
7 A920
TYP
3036W
EO
24BC 18BC
10"
10"
12
1/4" = 1'-0"
40
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)
D
PLAM-3
CG
OPEN
D
1836W
V
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.
TRASH
3' - 6"
3' - 2"
CPU
V D EO 3' - 2"
3' - 6"
V PLAM-3
EO (4)
8' - 0"
1' - 10"
PLAM-1
P
ARTWORK
PLAM-1
18BC1
1/4" = 1'-0"
3.5WFP
MONITOR
11
8
1/4" = 1'-0"
3'-6"
V
CG
P
SCHEDULING/CA WORK ROOM WEST WALL ELEVATION
3036W
PLAM-3
7 A920
REGISTRATION WEST WALL ELEVATION
7
V D EO
Certification
MONITOR
PLAM-1
P
OPEN WB
9 A920
2"
11
2'-6"
2.25FP
TYP
1' - 2"
18BC1
19 A920
3' - 0"
3036W
36BC
1/4" = 1'-0"
FEATURE RECESSED DOWNLIGHT
FEATURE RECESSED DOWNLIGHT
PT-5
3' - 0"
42BC
1/4" = 1'-0"
CG
17
TRASH
9 A920
FEATURE RECESSED DOWNLIGHT
8 A921
3036W
RECYCLING
36BC
5 A921
1/4" = 1'-0"
3'-0"
3'-0"
WDB-1
2.25FP
REGISTRATION DESK - WEST ELEVATION
PLAM-1
WD-1
VDEO
18
5' - 0"
8' - 0"
16
SS-1
EO D EOD EO D
CPU
CPU
EOVD
6
3036W
PLAM-3
WASTE BIN
15
MONITOR
7' - 2"
MONITOR
P
3036W
PLAM-3
3' - 0"
14
V
3036W
FEATURE RECESSED DOWNLIGHT
10"
PT-5
FEATURE RECESSED DOWNLIGHT
1/4" = 1'-0"
REGISTRATION - EAST ELEVATION
5
TYP
9 A920 3636W
4
5' - 0"
1/4" = 1'-0"
3
PATIENT SUPPORT - EAST WALL ELEVATION
3'-4"
2
TECH WORKROOM - WEST WALL ELEVATION
8' - 0"
FELLOWS - SOUTH
1
TECH WORKROOM - EAST WALL ELEVATION
DICTATION 2 - EAST
22
1/4" = 1'-0"
NA/PA WORKROOM
38
1/4" = 1'-0"
6 A201
7 A501
OPEN OFFICE SHELVING, TYP 1/4" = 1'-0"
23
PAC PRINTER STATION 1/4" = 1'-0"
Project No.
TYP
6287.042.01
Drawn By
AVP
06/14/13
ROD & SHELF
CG
GB-36
CG
CG CG
24
8' - 0"
7' - 2"
S
PLAM-1
EOVD
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.
8' - 0"
A
PLAM-2
30
© Copyright RSP Architects 2007. All rights reserved.
2'-6"
3'-4"
3'-0"
30
5'-0"
10"
10"
5"
GB-36
MLK
Date
EXISTING WINDOW
PLAM-2
T
S CG
4' - 0"
PLAM-3 WDB-1
EQ
U
A
3'-4"
EQ
SS-1
EQ
GB-18
T
4"
EQ
D
GLZ-1
OPEN
7' - 2"
EO
SS-1
7 A921
7' - 2"
7' - 2"
N
N.1
10"
PT-5
10"
Checked By
Revisions
2'-10 1/4"
6'-0"
CG
12 A920
24
TV FEATURE WALL 1/4" = 1'-0"
25
CG
PATIENT WORKSTATIONS WALL 1/4" = 1'-0"
24BC 2'-2 1/2"
CG
19 A920
26
VITALS STATION - NORTH 1/4" = 1'-0"
27
VITALS STATION - WEST 1/4" = 1'-0"
28
LAB COATS 1/4" = 1'-0"
29
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
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
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"
Q
Q
D.1 C
1
PATIENT TOILET - WEST
2
1/4" = 1'-0"
PATIENT TOILET - NORTH
3
1/4" = 1'-0"
PATIENT TOILET - EAST
4
1/4" = 1'-0"
PATIENT TOILET - SOUTH
5
1/4" = 1'-0"
STAFF TOILET - WEST
6
1/4" = 1'-0"
STAFF TOILET - NORTH 1/4" = 1'-0"
7
STAFF TOILET - EAST 1/4" = 1'-0"
8
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"
3' - 6"
C
8' - 0"
8' - 0"
M.2
8' - 0"
8' - 0"
Q
G.2 K.2 F
GB-18 GB-42 GB-36
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"
3' - 6"
CG-2
S.1 D.1
3' - 6"
K.2
G.2
8' - 0"
8' - 0"
D.2
8' - 0"
G.3
GB-18 GB-42 GB-36
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.
8' - 0"
GB-18 GB-42 GB-36
K.2 F G.2 G.3 Q
CG-1
Signature
DAVE NORBACK
C
Registration Number Date
9
WOMEN'S AND MEN'S TOILET - WEST
10
1/4" = 1'-0"
WOMEN'S TOILET - NORTH
11
1/4" = 1'-0"
WOMEN'S AND MEN'S TOILET - EAST 1/4" = 1'-0"
12
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"
13
DAVE NORBACK
Registration Number K.2
GB-18 GB-42 GB-36
11902
14
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
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
KEYNOTES - INTERIOR ELEVATIONS 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
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'-0" MIN. CLEAR
3'-0" MIN. CLEAR
EQ
EQ
EQ
3'-6" MIN. EQ
1'-6"
5"
5"
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
M
3'-6"
MAX. TO HINGE.
LATCH APPROACH
4'-0"
OTHER APPROACH
5"
M
4'-0"
LATCH APPROACH
M
MAX. TO HINGE.
3'-6"
OTHER APPROACH
2'-8" MIN.
1'-0"
E
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.
C
(SEE PLAN)
B
30"x48" CLEAR FLOOR SPACE
E
D
6"
E
4'-6"
5'-9" MIN.
B 6"
6"
FLOOR MOUNTED W.C.
C
T2 A910
B
4'-0"
(VARIES) 10"
7" - 9"
3"
D
4'-0"
C
B
3'-6" TYP.
7" - 9"
4'-6"
3"
D
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.
B
EQ
MIN. 5"
MIN.
5"
MIN.
EQ
2'-0"
5"
MIN.
1'-0"
5'-9"
2'-0"
5'-6" MIN. WALL MOUNTED W.C.
1'-0"
3'-0" MIN.
5"
3'-0" MIN.
Certification
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.
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"
G1
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.
T1
T2
ACCESSIBLE TOILET ROOM
ACCESSORY MOUNTING DIAGRAM FOR MINIMUM ADA GUIDELINES
T3
TOILET STALL ELEVATION
T4
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"
3"
17"-19"
1' - 6"
K1
5'-0"
(WOMEN'S ONLY)
C
K1
1' - 3"
E
D
42" GRAB BAR
1' - 6"
2'-9" - 3'-0"
Q
C
4' - 0" MAX.
3' - 6" 3'-3" - 3'-5"
1' - 6"
2'-9" - 3'-0"
1'-6"
3"
60"x56" CLEAR FLOOR SPACE
Project For
E
F
42" GRAB BAR
OPTIONAL SANITARY NAPKIN DISPOSAL UNIT AREA
1 1/2"
6"
PARTITION
18" GRAB BAR
06.14.13
F
E
18" GRAB BAR
2'-9" - 3'-0"
T2 A910 T4 6" 2' -
G1
2' - 0"
2'-3" MIN
4'-8"
7" - 9"
1' - 0"
C
E
3' - 0" MIN.
5' - 0"
3'-3" - 3'-5"
F
11902
1'-0"
3'-3" - 3'-5"
1'-0" MIN.
3'-6" MIN.
T3
DAVE NORBACK
Registration Number
STAFF TOILET ONLY
B
3'-6" TYP.
4'-6" 48" MIN. (MINN. CODE)
Signature
CEILING LINE
E
1' - 3"
D
6'-6"
CEILING LINE
4'-6" MIN.
B
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
E
F
UTILITY SHELF
G1
SOAP DISPENSER
SANITARY PRODUCT DISPENSER
C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:12 PM
K
FRAMED MIRROR
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K1
FRAMED MIRROR
L
UNFRAMED MIRROR
PAPER TOWEL DISPENSER
H
HAND DRYER
M
COAT HOOK
N
SHOWER SEAT
O
1
BABY CHANGING STATION
6' - 8" UNO CL
1' - 5 63/64" UNO
CL
4' - 0"
CL
SWITCHES, ALARM PULLS, WALL PHONES, CARD READERS
OUTLETS, DATA, TELEPHONE
AVP
FIRE ALARMS VISUAL\AUDIBLE
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.
ELECTRICAL DEVICES MOUNTING HEIGHTS
Date
Description
1/4" = 1'-0"
4' - 0"
48" MAX.
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
CL
3'-4"
3'-4" MAX AT LAVATORY 2'-11" MAX AT FLOOR
4'-0" MAX.
TO HIGHEST OPERATING MECHANISM
J
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"
D
FLOOR LINE
SWITCHES AND OUTLETS ABOVE ACCESSIBLE COUNTERS
5' - 0"
TOILET TISSUE DISPENSER
TO SPOUT
15" MIN.
30" - 33"
15" MIN.
C
GRAB BAR HEIGHT
6287.042.01
Checked By
TO SHELF
39" - 41"
33" - 36"
1'-5"
17" - 19"
B
TOILET SEAT HEIGHT
8"
40" - 44"
1' - 0"
7" - 9"
A
Project No.
CL
1'-6"
MIN.
MAX.
KEEP WASTE RECEPTACLE IN LINE WITH TOILET TISSUE DISPENSER
30" - 33"
1'-0"
TOILET ELEVATIONS AND MOUNTING HEIGHTS
P
EMERGENCY NURSE CALL
Q
SHARPS CONTAINER
R
GLOVE DISPENSER
A910
VARIES
VARIES
SEE ELEVATIONS 5' - 1 1/4"
3"
1'-8"
2'-6"
2'-2"
1"
3" CASTERS TYP.
3"
CROSS SECTION
CH - TYPICAL LAB COAT HOOK
4
3/4" = 1'-0"
6
1" = 1'-0"
3"
PRINTER CART DETAIL
Consultants
W - TYPICAL WALL CABINET - TASKLIGHT
25
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
2"
6" TYP.
P4100 UNISTURT CHANNEL
3"
3"
FRONT ELEVATION
NOTE: SEE ELEVATIONS FOR THE QUANTITY OF SHELVES, USE STANDARD KV STANDARDS AND BRACKETS. SPACED AT 2'-6" OC MAX
1"
VARIES
3" CASTERS TYP.
PLAM MOUNTING BOARD (PLAM-2)
SEE ELEVATIONS
7"
HOOKS (TYP.)
PLASTIC LAMINATE SOFFIT PLASTIC LAMINATE WALL CABINETS WITH ADJUSTABLE SHELVES - SEE ELEVATIONS FOR QUANTITY OF SHELVES
3"
1" PLASTIC LAMINATE SIDES AND BOTTOM (PLAM-2)
2"
6"
STANDARD KV VERTICAL CHANNELS
TYPICAL STANDARD KV ADJUSTABLE SHELVING
2
3/4" = 1'-0"
1'-0"
6"
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
EQ
SEE ELEVATIONS
SEE ELEVATION
SEE ELEVATION
1" PLASTIC LAMINATE BOOKEND (PLAM-2) AS INDICATED IN ELEVATIONS P4100 UNISTRUT CHANNEL HORIZONTAL
EQ
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
1
3/4" PLASTIC LAMINATE SHELVING (PLAM-2)
SEE ELEVATION
3'-0"
SEE ELEVATION
6"
1" PLASTIC LAMINATE SHELVING (PLAM-2) 1" PLASTIC LAMINATE SHELVING ON UNISTRUT ADJUSTABLE BRACKETS - SEE ELEVATIONS FOR QUANTITY
6"
5"
1'-0" U.N.O.
6"
4"
EQ
6"
EQ
5'-0" A.F.F.
6"
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
SEE PLANS FOR COUNTERTOP SIZE AND TYPE
PLASTIC LAMINATE WALL CABINETS WITH ADJUSTABLE SHELVES - SEE ELEVATIONS FOR QUANTITY OF SHELVES
BC - BASE CABINET
19
3"
BC1 - BASE CABINET
7
3/4" = 1'-0"
1'-8"
1"
3"
BD4 - BASE CABINET W/ DRAWERS
8
3/4" = 1'-0"
1'-7"
5
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
10
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"
1"
WDB-1
VARIES
VARIES
W - TYPICAL WALL CABINET
9
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
3"
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.
1" DIAMETER GROMET IN BACK PANEL
P4100 UNISTURT CHANNEL
3" 1'-8"
SEE ELEVATIONS
3"
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"
3' - 0"
PLASTIC LAMINATE BASE CABINET
1"
3"
SEE PLANS FOR COUNTERTOP SIZE AND TYPE
2'-6"
SEE PLANS FOR COUNTERTOP SIZE AND TYPE
1'-0"
2'-0"
2' - 1"
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
12
1" = 1'-0"
11902 06.14.13
Project For
1" = 1'-0"
15 A920 WOOD EDGE (WD-1) ALL EXPOSED SIDES
1"
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)
2"
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
21
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
6"
EQ
FOLDING TABLE LOCK HINGE BRACKET SUPPORT
PLAM-3 OVER 3/4" SOLID WOOD
BCS
COUNTERTOP INSTALLATION CLEARANCES
Checked By
3
WB - COUNTER SUPPORT BRACKET
MLK
Date
1" = 1'-0"
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.
8"
PLAM-3 OVER 3/4" PLYWOOD SHEATHING
6287.042.01
Drawn By
2"
2 1/2"
6"
9"
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.
© Copyright RSP Architects 2007. All rights reserved.
DIM.
2' - 0"
2' - 0 1/2"
Revisions
SECTION
20
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
17 A920
16
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
1"
20 A920
3/4" PLYWOOD
EXAM ROOM BENCH - SIDE SECTION
6"
1"
4"
3/4"
4"
2'-0 1/2"
1 1/2" = 1'-0"
PLASTIC LAMINATE (PLAM-1) COUNTERTOP 3/4" PLYWOOD
PLASTIC LAMINATE (PLAM-1) COUNTERTOP
15
2"
1'-8 1/2"
2'-3" 3'-5"
3/4"
DVD/VCR
1 1/2" = 1'-0"
EXAM ROOM BENCH SIDE ELEVATION
8"
B
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
14
2"
EXAM ROOM BENCH FRONT VIEW
13
21 A920
1/8" STEEL
3/4" BOX SIDE, TYPICAL
HARDWOOD EDGE, TYPICAL ALL EDGES
SEE ELEVATION
3/4"
1"
17
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
13
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"
6"
16 A920
RETAINING SPRING BALL CATCH
A920
EXAM ROOM BENCH
18
1"
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
R 1 / 4"
2 1/2"
1/8" CLEARANCE BETWEEN LID AND SCRIBE STRIP
3/4"
R 1 /4 "
1"
2 1/2"
11
R
16 A920
/4 " R 1
" 1/4
15 A920
1" SCRIBE
1/4" ROUND OVER EDGES, TYPICAL
2 43/64"
3"
1" SCRIBE
2'-7"
3"
SEE SCHED. BELOW
ELBOW CATCH
No.
Date
Description
COUNTERTOP TYPE: D
R 2" DIM. 2' - 1"
DIM. 2' - 1"
SEE ELEVATIONS
1"
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"
C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:15 PM
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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
2"
STANDARD LIGHT VALANCE DETAIL 3" = 1'-0"
PLAN
22
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
24
1"
1/8" DRIP GROOVE
3"
SEE ELEVATION
TASK LIGHT CENTERED ON WORK SURFACE
DIM. 2' - 4 1/2"
4 1/2"
4 1/2"
R
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
6"
11"
EQ
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)
23
EQ
1"
6"
3/4" PLASTIC LAMINATE SHELVING (PLAM-2)
6"
1/8" DRIP GROOVE
5"
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"
2' - 6 1/4"
1"
GLZ-1
2' - 5" 1"
SS-1
2' - 5"
2' - 5"
3' - 8"
2 1/2"
2' - 5"
GLZ-1
GLZ-1
SS-1
2 1/2"
WD-1
GLZ-1
WD-1
1"
SS-1
2' - 5"
WD-1
1"
SS-1
6"
6"
WD-1
2 1/2"
WD-1
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
3
DESK A FRONT ELEVATION
4
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
SS-1
WD-1
WD-1
2' - 5" 1"
SS-1
2' - 5"
11 A921
GLZ-1
1"
2 1/2"
GLZ-1
TYP
WD-1
2' - 5"
Certification
1"
WD-1
2' - 0"
SS-1
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.
A921
4' - 10"
2' - 0"
6
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"
4
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
WD-1
3' - 2"
7"
11 A921
2' - 5"
6"
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
6
1/2" = 1'-0"
1/2" = 1'-0"
Registration Number
2' - 3" 5"
1' - 8 3/4"
1 1/4"
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"
5
1/2" = 1'-0"
DAVE NORBACK
DESK B BACK COUNTER ELEVATION
1 1/4"
2
1/2" = 1'-0"
DESK A BACK COUNTER ELEVATION
1' - 4"
1
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"
7
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
11
1 1/2" = 1'-0"
TYPICAL DESK END PANEL SECTION
12
1 1/2" = 1'-0"
6" = 1'-0"
C:\Revit Projects\Pain Clinic Charlton - 2012_jschmit.rvt 6/14/2013 5:27:18 PM
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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"
14
TYPICAL END PANEL BULLNOSE DETAIL 6" = 1'-0"
1/4"
15
TYPICAL DETAIL AT END PANEL BASE 3" = 1'-0"
1" OSB CORE
SOLID WOOD (WD-1) BULLNOSE
1"
1 1/4"
1/4"
1"
1/2" PLYWOOD SHEATHING
16
17
TYPICAL STEEL SUPPORT DETAIL AT DESK A END PANEL BASE
© Copyright RSP Architects 2007. All rights reserved.
Revisions No.
Date
Description
6" = 1'-0" 1 1/4"
1/2"
1 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
6"
TYPICAL DETAIL AT END PANEL 3" = 1'-0"
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.
1" OSB CORE CONTINUOUS 1/4" PLYWOOD SHEATHING SHIM AT BASE
1"
7"
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"
13
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
1"
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
3"
CHARLTON BUILDING LOBBY LEVEL
3/4"
3 1/2"
1 1/4"
3/4"
5' - 6"
8
11 A921
9"
SOLID WOOD BASE (WDB-1)
1"
3/4"
PANEL DIMENSION
1 1/4"
10
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
0"
1"
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
0"
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)
9
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"
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
9"
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"
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)
1 1/4" RADIUS WOOD BULLNOSE (WD-1)
4' - 2"
SET GLAZING IN SEALANT
4' - 2"
6"
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
18
TYPICAL STEEL SUPPORT DETAIL AT DESK B END PANEL BASE 6" = 1'-0"
DESK DETAILS
A921